Kerr Water System IFB Drawings

-

ON CENTER

-

OCCLEAR-CLR

POUNDS PER FOOTLBS/FT -

INCLUDEDINCL -

ROADRD

STANDARD-STD

CONC - CONCRETE

BM# BENCHMARK NUMBER-

SHT - SHEET

PROPOSED-PROP

-

-

LS LAND SURVEYOR

POUNDSLBS

IN OR " - INCH

GALV - GALVANIZED

TESTING & MATERIALS-ASTM AMERICAN SOCIETY FOR- APPROXIMATEAPPROX

ABBREVIATIONS:AT

--

- NUMBER%@

#

-

-

-

Ø OR DIA

CP#

CL

CONTROL POINT NUMBER

DIAMETER

CENTER LINE

PERCENT

--

-

-

EXIST

ETC

EL

FOOT-FT OR '

EXISTING

ELEVATION

ETCETERA

--

MINMAX

MINIMUMMAXIMUM

DND DO NOT DISTURB

TYPICAL-TYPWITH-W/

NO NUMBER-

BUILDINGBLDG -

-

EDGE OF CONCRETEEOC -

1105

1104

1105

EXISTING NEW

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

SLOPE INDICATOR

ASPHALT PAVEMENT

UNDISTURBED EARTH

COMPACTED SUB-GRADE

SILT FENCE

TOP

TOE

SANITARY SEWER

-

SS

FIELD INLET-FI

- JUNCTION BOXJB

HDPE - HIGH DENSITY POLYETHYLENE

PP POWER POLE

-

-EW EACH WAY

- RADIUSR

INVERTINV -

GENERAL NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STATE AND LOCAL PERMITSFOR ALL CONSTRUCTION ACTIVITY.

2. THE ACCURACY AND ADEQUACY OF THE ALIGNMENTS, DIMENSIONS, ANDELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR AT THE JOB SITE.

3. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN INDICATEDBASED ON AVAILABLE SURVEYS AND RECORDS; AND, THEREFORE, THEIRLOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THEREMAY BE OTHERS, THE EXISTENCE OF WHICH ARE PRESENTLY NOT KNOWN ORSHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIREXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. ALLEXISTING UTILITIES WITHOUT ELEVATION DATA SHALL BE ASSUMED TO HAVE ANUNKNOWN ELEVATION.

4. UNLESS NOTED OTHERWISE, ALL EXISTING FACILITIES ARE TO REMAINUNDISTURBED AND USED IN PLACE. THE CONTRACTOR SHALL TAKEPRECAUTIONS NECESSARY TO PREVENT DAMAGE. THE CONTRACTOR SHALLREPAIR AND/OR REPLACE, AT HIS/HER EXPENSE, ALL EXISTING FACILITIESDAMAGED DURING CONSTRUCTION ACTIVITIES. EXISTING FACILITIES NOTED FORREMOVAL SHALL BE REMOVED AND DISPOSED OFF-SITE AT THE CONTRACTOR'SEXPENSE. ALL EXCESS MATERIAL RESULTING FROM EARTHWORK OPERATIONSSHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE PER PROJECTSPECIFICATIONS. METHOD OF DISPOSAL OF MATERIAL AND LOCATION SHALL BEAPPROVED BY THE OWNER.

5. CONTRACTOR SHALL NOTIFY UTILITY LOCATOR A MINIMUM OF 72 HOURS PRIORTO ANY EXCAVATION ACTIVITIES.

6. CONTRACTOR SHALL EXPOSE ALL UTILITIES TO VERIFY LOCATION AND ELEVATIONPRIOR TO CONSTRUCTION. LOCATION AND ELEVATION SHALL BE RECORDED ONRECORD DRAWINGS.

7. ALL WORKMANSHIP AND MATERIALS SHALL BE SUBJECT TO INSPECTION ANDAPPROVAL OF THE OWNER.

8. CLEARING AND GRUBBING OPERATIONS AND DISPOSAL OF ALL DEBRIS THEREFROM SHALL BE PERFORMED BY THE CONTRACTOR IN STRICT ACCORDANCE WITHALL LOCAL, STATE, AND FEDERAL LAWS, CODES, AND ORDINANCES. OPENBURNING OF DEBRIS SHALL NOT BE PERMITTED.

9. ANY FENCES, WALLS, OTHER STRUCTURES OR APPURTENANCES REMOVED FORCONSTRUCTION OPERATIONS SHALL BE REPLACED TO EQUAL OR BETTERCONDITIONS THAN EXISTING CONDITION.

10. ALL BENCHMARKS, CONTROL POINTS, PROPERTY MARKERS AND RIGHT-OF-WAYMONUMENTS DISTURBED OR DESTROYED SHALL BE RESET UNDER THESUPERVISION OF A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OFOKLAHOMA. ALL SURVEYING COSTS SHALL BE THE CONTRACTORS.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND ALL ELEVATIONCONTROL FOR THE PROJECT.

LINEAR FEET-LFLOCAL LOW POINT-LP

TOP OF CONCRETE-TOC -

-

OUTSIDE DIAMETEROD -

PIPE BOLLARD

LOCATION POINT 10

CONCRETE SIDEWALK / PAD / DRIVE

CONTROL POINT

ELECTRIC TRANSFORMER

FIRE HYDRANT

IRON PIN

LIGHT POLE

MANHOLE

POWER POLE

DOWN GUY

TREE DECIDUOUS

TREE ROW

WATER METER

WATER VALVE

OVERHEAD ELECTRIC

SANITARY SEWER

BURIED ELECTRIC

GRAVEL SURFACE / DRIVEWAY

TREE CEDAR

WATER HYDRANT

BENCHMARK

ELECTRIC HAND HOLE

FIBER OPTIC PEDESTAL

FIBER OPTIC HAND HOLE

GAS WITNESS POST

GAS METER

GAS VALVE

WATER LINE

GAS LINE

FIBER OPTIC

EDGE OF CONCRETE

EDGE OF ASPHALT

STORM SEWER

6' SECURITY FENCE

STRUCTURE / BULDING

MDB MINIMUM DEPTH OF BURY-

-DI DUCTILE IRON- POLYVINYL CHLORIDEPVC

RJ - RESTRAINED JOINT

SOLVENT WELD-SW -FLANGE-FLG

CML - CEMENT MORTAR LINED

-CS CARBON STEEL

SST - STAINLESS STEEL

CIVIL NOTES:

1. THESE NOTES APPLY TO ONLY CIVIL DRAWINGS.

2. ALL EARTHWORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

3. ALL DIMENSIONS ARE INDICATED IN FEET (FT) UNLESS NOTED OTHERWISE.

4. FINISH GRADES SHOWN ON THESE DRAWINGS REFER TO TOP OF TOPSOIL,FOUNDATION, OR PAVEMENT. ALLOW FOR THICKNESS OF TOPSOIL, CONCRETE,ROCK, ETC. WHEN ESTABLISHING SUBGRADE ELEVATIONS.

5. CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 15 WORKING DAYS INADVANCE OF ANY NECESSARY UTILITY OUTAGES.

6. ALL CUT OR FILL SLOPES SHALL BE 3:1 UNLESS NOTED OTHERWISE.

7. PROVIDE UNIFORM SLOPE BETWEEN INDICATED ELEVATIONS SO THAT ALL AREASSLOPE TO DRAIN AND NO STORMWATER IS PONDED ON SITE BOTH DURING ANDAFTER CONSTRUCTION.

8. TREES AND SHRUBS WITHIN THE CONSTRUCTION LIMITS WHICH ARE IN DIRECTCONFLICT WITH PROPOSED NEW CONSTRUCTION SHALL BE TRIMMED AND/ORREMOVED AND DISPOSED OF BY THE CONTRACTOR WITH THE OWNER'SAPPROVAL. TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT SHALL BESAVED AND PROTECTED FROM DAMAGE.

9. THE CONTRACTOR SHALL RESTORE, TOPSOIL AND SEED ALL AREAS DISTURBEDDURING CONSTRUCTION UNLESS DESIGNATED TO RECEIVE OTHER SURFACING INACCORDANCE WITH PROJECT SPECIFICATIONS. SEEDING SHALL BE INACCORDANCE WITH THE ODOT STANDARD SPECIFICATIONS BOOK TABLE 735.01SEED SPECIFICATIONS.

10. ALL FLOW LINES TO REMAIN THAT ARE DISTURBED BY CONSTRUCTION ACTIVITIESSHALL BE REPAIRED TO MATCH FLOW LINES PRIOR TO DISTURBANCE.

11. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL PRIOR TO PLACEMENT OFFILL. ALL TOPSOIL STOCKPILED ON SITE SHALL BE STOCKPILED AT A LOCATIONAPPROVED BY THE OWNER.

12. STAGING/LAYDOWN AREA FOR CONSTRUCTION TO BE APPROVED BY OWNER.

13. IN THE EVENT THAT CULTURAL RESOURCES ARE ENCOUNTERED DURINGCONSTRUCTION ALL CONSTRUCTION SHALL CEASE AT THAT LOCATION UNTIL THEREGULATORY AGENCIES ARE NOTIFIED AND A QUALIFIED ARCHAEOLOGIST CANASSESS THE SIGNIFICANCE OF THE FINDINGS.

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LOCUST GROVE, OKLAHOMA

CO

PYR

IGH

T ©

MAY 9, 2018 R. ROLF

J. GARDER G. FOSTER

KERR WATER SYSTEMS UPGRADE

GENERAL NOTES, LEGENDS,AND ABBREVIATIONS

102043

C001 0-

C001 GENERAL NOTES, LEGENDS, AND ABBREV

2018

LICENSEE NO. 000165816-333-9400

KANSAS CITY, MO 641149400 WARD PARKWAY

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JLG2/7/20 MDH ISSUED FOR BID0

BENCHMARKSPOINT NORTHING EASTING DESCRIPTIONCP #1CP #2CP #3

2799443.94 460000.05 CONTROL POINT #1CONTROL POINT #2

ELEVATION642.20

GENERAL SURVEY NOTES:

1. TOPOGRAPHIC SURVEY, GROUND, CONTROL AND UTILITY INFORMATION WASPROVIDED BY:

R/W CONSULTINGPO BOX 400DISNEY, OK 74340(918) 520-0385

2. HORIZONTAL CONTROL FOR THIS PROJECT IS TIED TO OKLAHOMA STATE PLANE.

3. VERTICAL CONTROL IS TIED TO NAD83.

SURVEY CONTROL PLAN

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J. GARDER G. FOSTER


SURVEY CONTROL POINTS

102043

C002 0-

C002 SURVEY CONTROL POINTS.DWG

2018

LICENSEE NO. 000165816-333-9400


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NORTH0

SCALE IN FEET

100' 200'

CP #2CP #1

CP #7

CP #11

CP #13

CP #12CP #14

CP #16

CP #19

CP #18

CP #17

CP #8CP #9

CP #10

CP #6

CP #3

CP #5

CP #4

CP #4CP #5CP #6CP #7CP #8CP #9CP #10CP #11CP #12CP #13CP #14CP #15CP #16

CONTROL POINT #3CONTROL POINT #4CONTROL POINT #5CONTROL POINT #6CONTROL POINT #7CONTROL POINT #8CONTROL POINT #9CONTROL POINT #10CONTROL POINT #11CONTROL POINT #12CONTROL POINT #13CONTROL POINT #14CONTROL POINT #15CONTROL POINT #16

CP #17CP #18

CONTROL POINT #17CONTROL POINT #18

CP #15

CP #19 CONTROL POINT #19

2799352.13 459974.72 611.982799356.05 459767.39 612.002799452.72 459695.06 642.202799450.06 459676.86 642.232799350.56 459601.11 611.592799269.24 459604.21 610.062799453.94 459467.58 642.082799441.26 459461.41 642.04

2799477.68 459650.18 605.472799146.32 459411.36 700.21

2798223.35 459641.18 607.472798278.44 459580.88 607.822797971.10 459663.82 606.172798174.31 459424.11 668.942798215.89 459103.84 653.902800005.22 459053.39 673.882800317.05 458682.14 654.6027999338.17 458662.58 652.34


CONTROL POINTS

POINT #

1

2

3

4

5

DESCRIPTION

45 DEGREE BEND

45 DEGREE BEND

45 DEGREE BEND

45 DEGREE BEND

90 DEGREE BEND

NORTHING

458719.61

458803.92

459201.07

459314.41

459323.50

EASTING

2799365.99

2799281.68

2799281.68

2799166.62

2799166.62

2

1

3

4

5 6

CONTROL POINTS

POINT #

1

2

3

4

5

6

DESCRIPTION

45 DEGREE BEND

45 DEGREE BEND

45 DEGREE BEND

45 DEGREE BEND

90 DEGREE BEND

90 DEGREE BEND

NORTHING

458719.61

458803.92

459201.07

459314.41

459323.50

459323.50

EASTING

2799365.99

2799281.68

2799281.68

2799166.62

2799166.62

2799191.00 NORTH

OVERALL SITE PLAN0

SCALE IN FEET

100' 200'

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J. GARDER G. FOSTER


SITE PLAN

102043

C003 0-

C003 OVERALL SITE PLAN.DWG

2018

LICENSEE NO. 000165816-333-9400


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2" HDPE PW

REMOVE ANDREINSTALL EXISTINGSECURITY FENCE

CUT AND PLUG EX 2" PWABANDON IN PLACE

CONNECT TOEXISTING 2" HDPEFIELD LOCATE

EXISTING 2" HDPEPOTABLE WATER

ENLARGED SITEPLAN, REFERENCEDRAWING C004

POWERHOUSE DEMOPLAN, REFERENCEDRAWING M004


NOTE:

1. INSTALL SILT FENCE EVERY 75 FT ALONGDISTURBED AREA FOR SLOPES STEEPERTHAN 10:1.

2

1

34

5

6

40'

50'

CONTROL POINTS

POINT #

1

2

3

4

5

6

DESCRIPTION

NORTH WEST CORNER

NORTH EAST CORNER

CENTER OF TANK

90 DEGREE BEND

90 DEGREE BEND

CONNECTION TO ECC BUILDING

NORTHING

459320.74

459320.76

459315.81

459311.32

459335.69

459335.69

EASTING

2799186.08

2799207.15

2799176.90

2799214.82

2799214.82

2799387.33

NORTH

ENLARGED SITE PLAN0

SCALE IN FEET

20'10' 40'

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MAY 9, 2018 R. ROLF

J. GARDER G. FOSTER


ENLARGED SITE PLAN

102043

C004 0-

C004 ENLARGED SITE PLAN.DWG

2018

LICENSEE NO. 000165816-333-9400


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2" HDPE PW

2" HDPE PW

POTABLE WATERBOOSTER STATION

12,000 GAL PWSTORAGE TANK

ENLARGED BOOSTER PUMPBUILDING PLAN, REFERENCEDRAWING M006

BOLLARD (TYP)

INSTALL 4" CRUSHED GRAVELOVER COMPACTED SUBGRADE


NOT TO SCALE

CONCRETE

6" DIA. SCHEDULE 40 STEELPIPE (0.28" WALL THICKNESS)CONCRETE FILLED, PAINTEDSAFETY YELLOW

5'-0

"1"

1"3'

-0"

3"18"MIN

1'-0

"

DOORWAY 1'-0

"

1'-0"

BOLLARD LOCATIONNOT TO SCALE

EXTERNAL BOLLARD/GUARDPOST

4" MIN

DIA OD

NOT TO SCALE

MIN 12" CLEARANCE12

"

TRENCHING NOTES:

1. THE TOP 12-INCHES OF BACKFILL IN NON-PAVED AREAS SHALL CONSIST OF 8" OF SOIL COMPACTEDTO 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR COMPACTION WITHTHE TOP 4-INCHES BEING TOP SOIL SUITABLE TO BE VEGETATED. MOUND TOP COVER TOACCOMMODATE FUTURE CONSOLIDATION.

2. ALL BACKFILL PLACED BENEATH ROADWAYS OR DRIVEWAYS SHALL BE COMPACTED TO 95% OFMAXIMUM DRY DENSITY (STANDARD PROCTOR). REMOVABLE FLOWABLE FILL MAY BE USED ATCONTRACTOR'S OPTION.

3. COMPLETE TRENCH BACKFILL PROMPTLY UPON COMPLETION OF PIPE EMBEDMENT.

4. MECHANICAL METHODS SHALL BE ACCEPTABLE WHERE HAND-TAMPED BACKFILL IS NOT REQUIRED.

5. BACKFILL SHALL BE FREE OF FROZEN MATERIAL, DEBRIS OR ORGANIC MATTER, WHERE POSSIBLE.COMPACT COHESIVE SOILS A MINIMUM OF 90% OF MAXIMUM DRY DENSITY WITHIN THE MOISTURECONTENT RANGE FROM 2% BELOW OPTIMUM TO 2% ABOVE OPTIMUM (ASTM D698).

TRAFFIC AREAS: SEE NOTE 2NON-TRAFFIC AREAS: SEE NOTE 1

BACKFILLNOTE 5MARKER TAPE,

BURIED AT 18"

FINISH GRADE

TRACER WIRE

TYPICAL PIPE TRENCH

PIPE EMBEDMENT/BEDDINGMATERIAL TAMP BELOW SPRINGLINE

GRAVEL ROAD DETAILNOT TO SCALE

4" CRUSHED STONE

SILT FENCE SLOPE BARRIER

DIRECTIONOF FLOW

24''

5' TO 8'(ON CENTER)

5' TO 8'(ON CENTER)

24'' (

MIN

.)

6''

6''

SILT FENCE

WOOD STAKE

SOIL OR GRAVELBACKFILL INANCHOR TRENCH

SILT FENCE FABRIC

NOT TO SCALE

GROUND LINEAT SILT FENCE

NOT TO SCALE

ATTACH FENCE FABRICTO WOOD STAKES ON6 INCH (MAX.)

SOIL OR GRAVEL BACKFILLIN ANCHOR TRENCH

SECTION A

A

4" COMPACTEDSUBGRADE

CO

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IGH

T ©

MAY 9, 2018 R. ROLF

J. GARDER G. FOSTER


CIVIL DETAILS

102043

C005 0-

C005 CIVIL DETAILS.DWG

2018

LICENSEE NO. 000165816-333-9400


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36" MINIMUMCOVER


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PRELIMINARY - NOTFOR CONSTRUCTION


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CO

PYR

IGH

T ©

MARCH 15, 2019 D. WISEMAN

S. TAYLOR P. SWEARINGEN


ELECTRICAL LEGEND

102043 -

E001 0102043_E001.DWG

2020

LICENSEE NO. 000165816-333-9400


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SCHEMATIC DIAGRAM DEVICE DESIGNATIONSONE-LINE AND CONTROL DIAGRAMS

PLANS

SINGLE SPEED NON-REVERSINGMAGNETIC MOTOR STARTER

SINGLE SPEED NON-REVERSINGMANUAL MOTOR STARTER

POWER QUALITY METER/ELECTRONIC POWER METER

VARIABLE FREQUENCY DRIVE

POWER CIRCUIT AND EQUIPMENTINSTALLED BY THIS CONTRACT

FUTURE POWER CIRCUITAND EQUIPMENT

EQUIPMENT ENCLOSURE

CONTROL OR INTERLOCK CIRCUIT

TERMINAL

CONNECTION

CIRCUIT BREAKER

FUSE

FUSED DISCONNECT SWITCH

PLUG-IN OR DRAWOUT CONNECTION

DISCONNECT SWITCH

POWER TRANSFORMER (XFMR)

CONTROL POWER TRANSFORMER

CURRENT TRANSFORMER, SINGLERATIO (SHOWN WITH QUANTITY)

POTENTIAL TRANSFORMER(SHOWN WITH QUANTITY)

CAPACITOR

THERMAL OVERLOADS

GROUND CONNECTION

LIGHTNING ARRESTOR

"X" INDICATES NUMBER OFDEVICES WHEN MORE THAN ONE(X)

200:5(2)

DELTA WINDING CONNECTIONGROUNDING Y WINDINGCONNECTION

CIRCLED NUMBER IS THE SAMENUMBER THAT APPEARS AFTER THE

DEVICE IDENTIFICATION

DEVICE DESIGNATIONCR1

B = BLACK; R = RED; ETC.

DEVICE IDENTIFICATION

DEVICE DESIGNATIONDIAGRAM NUMBER

20-CR1

CONTACT CALLOUT

DEVICE CALLOUTWIRE COLOR DESIGNATION:HYPHEN IN THE "CIRCUIT NUMBER"B

CIRCUIT CALLOUT

(2)

PQM

AMMETER

VOLTMETER

VFD

A

V

GENERATOR

HP ELECTRIC MOTOR - APPROX.HORSEPOWER AS INDICATED

EQUIPMENT AS NOTEDON DIAGRAM

SCHEMATIC DIAGRAMS

TERMINALPOSITIVE TERMINALNEGATIVE TERMINAL(A) CONDUCTOR CONNECTION(B) NO CONNECTION

SWITCH (AS DESIGNATEDON DIAGRAM)

(A) CONTACT - NORMALLY OPEN(B) CONTACT - NORMALLY CLOSED

A B

A B

SELECTOR SWITCH (ASDESIGNATED ON DIAGRAM)

AO

H HAND-OFF-AUTOSELECTOR SWITCH

(A) PUSH-BUTTON - NORMALLYOPEN MOMENTARY(B) PUSH-BUTTON - NORMALLYCLOSED MOMENTARY

(A) MAINTAINED PUSH-BUTTON -NORMALLY OPEN(B) MAINTAINED PUSH-BUTTON -NORMALLY CLOSED

(A) PRESSURE OR VACUUM SWITCH-CLOSES WITH INCREASING PRESSUREOR DECREASING VACUUM(B) PRESSURE OR VACUUM SWITCH-OPENS WITH INCREASING PRESSUREOR DECREASING VACUUM

(A) FLOAT OR OTHER LIQUID LEVELSWITCH - CLOSES WITH RISING LEVEL(B) FLOAT OR OTHER LIQUID LEVELSWITCH - OPENS WITH RISING LEVEL

A B

A B

A B

A B

(A) TEMPERATURE SWITCH - CLOSESWITH RISING TEMPERATURE(B) TEMPERATURE SWITCH - OPENSWITH RISING TEMPERATUREA B

EXISTING CIRCUIT AND EQUIPMENT

POWER CIRCUIT AND EQUIPMENTINSTALLED BY THIS CONTRACT

FUTURE POWER CIRCUITAND EQUIPMENTEQUIPMENT ENCLOSURECONTROL OR INTERLOCK CIRCUIT

EXISTING CIRCUIT AND EQUIPMENT

REMOTE WIRING

CIRCUIT BREAKER

FUSE

POWER TRANSFORMER (XFMR)

GROUND CONNECTION

LIGHTNING ARRESTOR

THERMAL OVERLOAD RELAY(SHOWN WITH QUANTITY)

SOLENOID VALVE COIL

O.L. (3)INDICATING LIGHT -PILOT PUSH-TO-TESTTYPE WITH COLOR INDICATED:R-RED, A-AMBER, G-GREEN, W-WHITE,BL-BLUE, I-IVORY AND Y-YELLOW.

R

NEW CONSTRUCTION

CONDUIT EXPOSEDCONDUIT CONCEALED IN WALL,CEILING OR HIDDEN FROM VIEWCONDUIT CONCEALED INFLOOR OR UNDERGROUND

EXISTING CONSTRUCTION

FLEXIBLE CONDUIT

HOME RUN TO PANELS,ARROWHEADS INDICATE NUMBEROF CIRCUITS

CONDUIT TURNING UPCONDUIT TURNING DOWNCONDUIT TERMINATED AND CAPPED

CONDUIT PASSING THRU ELEVATION

GROUND CABLEBOLTED GROUND CONNECTIONWELDED GROUND CONNECTION

CONDUIT WITH BUSHING

GROUND ROD

PANELBOARD

DISCONNECT SWITCHFUSED DISCONECT SWITCHCOMBINATION DISCONNECT/MAGNETIC MOTOR STARTER

SINGLE POLE SWITCH

WEATHERPROOF SWITCH

3X

WP

SURFACE MOUNTED DUPLEXRECEPTACLE OUTLET

SURFACE MOUNTED DUPLEXRECEPTACLE OUTLET.GROUND FAULT CIRCUITINTERRUPTER TYPE. "WP"DENOTES WEATHERPROOFWHILE IN USE.

T THERMOSTAT

INTEGRAL PHOTOELECTRICCELL AND RELAY(PHOTOCONTROL)

P

M

PULL BOX

MOTOR

JUNCTION BOX

TELEPHONE OUTLET

DATA/TELEPHONE OUTLET

(A) LIMIT SWITCH - NORMALLY CLOSED(B) LIMIT SWITCH - NORMALLY CLOSED-HELD OPEN

(A) LIMIT SWITCH - NORMALLY OPEN(B) LIMIT SWITCH - NORMALLY OPEN-HELD CLOSED

A B

A B

HF HARMONIC FILTER

DUAL THROW TRANSFER SWITCH

GENERAL NOTES:NOT ALL DEVICES AND DEVICE DESIGNATIONSSHOWN ON THIS LEGEND ARE USED ON THISPROJECT.

COORDINATE ALL CONDUIT TURN UP LOCATIONSAND PENETRATIONS WITH EQUIPMENT PROVIDED.

CONDUIT ROUTING DESIGNATED AS "AG/BG"DENOTES ABOVE-GRADE ROUTING TRANSITIONINGTO BELOW-GRADE ROUTING AND VICE-VERSA.

ALL INSTALLATIONS SHALL COMPLY WITH THENATIONAL ELECTRICAL CODE AND ALL APPLICABLELOCAL CODES AND STANDARDS.

CABLING TYPES SHALL BE AS FOLLOWS:

DESCRIPTION BMCD TYPE

POWER (480V): SE2POWER (VFD): SEV5POWER (208-120V): SVN3CONTROL: CEV1INSTRUMENT: IVV1BARE COPPER: BC2

CONDUIT TYPES SHALL BE AS FOLLOWS UNLESSINDICATED OR SPECIFIED OTHERWISE:

AG - RIGID ALUMINUM (RAL)BG - RIGID PVC (ENCASED), PVC-COATED

RGS FOR DIRECT BURY CONDUITS.

1.

2.

3.

4.

5.

6.

EMERGENCY BATTERYPOWERED LIGHTING UNIT.

ABBREVIATIONSAMPERESAMP FRAMEABOVE FINISHED FLOORABOVE FINISHED GRADEAMPS INTERRUPTING CURRENTARC REDUCTION MAINTENANCE SWITCHAMP TRIPAUTOMATIC TRANSFER CONTROLLERAMERICAN WIRE GUAGEBARE COPPER WIREBELOW FLOORBELOW GRADEBREAKERBURNS & MCDONNELLBOOSTER PUMP STATIONBYPASS SWITCHCONDUITCIRCUIT BREAKERCONTROL PANELCONTROL POWER TRANSFORMERCONTROL STATIONCURRENT TRANSFORMERDRIVE / DRIVE MOTORDISCONNECT SWITCHELEVATIONEXPOSEDEXTERIORFLOW CONTROL VALVEFIBER PATCH PANELGENERATORGROUNDHANDHOLEHEAT TRACEJUNCTION BOX

AAF

AFFAFGAIC

ARMSAT

ATCAWGBCBFBG

BKRBMCDBPSBSW

CCBCP

CPTCSCT

DRVDSELEX

EXTFCVFPPGENGNDHHHTJB

LCLCPLPM

MCCMCPN.C.N.O.NERNSWOIT

OWSP

PBPCSPDPPHCPLCPNLPPPTSP

SPDSVRSWT

TNKTOCTU

TYPUPSVFDWP

LIGHTING CONTACTORLOCAL CONTROL PANELLIGHTING PANELMOTORMOTOR CONTROL CENTERMAIN CONTROL PANELNORMALLY CLOSEDNORMALLY OPENNETWORK EQUIPMENT RACKNETWORK SWITCHOPERATOR INTERFACE TERMINALOPERATOR WORKSTATIONPOLE, PUMPPULL BOXPLANT CONTROL SYSTEMPOWER DISTRIBUTION PANELPHOTOCELLPROGRAMMABLE LOGIC CONTROLLERPANELBOARDPOWER PANELPOTENTIAL TRANSFORMERSPARESURGE PROTECTIVE DEVICESERVERSWITCHTRANSFORMERTANKTOP OF CONCRETETRIP UNITTYPICALUNINTERRUPTIBLE POWER SUPPLYVARIABLE FREQUENCY DRIVEWEATHERPROOF

CONDUIT, CABLE AND EQUIPMENT NUMBERINGCONDUIT ROUTING: AG - ABOVE GRADE

BG - BELOW GRADECONDUIT TYPE: FLEX - FLEXIBLE ALUMINUM

RGS - RIGID GALVANIZED STEELRAL - RIGID ALUMINUMCRGS - PVC COATED RGS40PVC - PVC SCHEDULE 4080PVC - PVC SCHEDULE 80

CABLE TYPE: REFER TO CABLE SPECIFICATION SECTION.

CABLE NUMBER: M-AAA-BBBXXXYZ-NNN

P:C:I:F:T:R:

POWERCONTROLINSTRUMENTATIONFIBERCOMMUNICATIONS (COPPER)COAX

BUILDING/STRUCTURE DESIGNATOR

SEQUENTIAL NUMBERASSOCIATED EQUIPMENT

EQUIPMENT TAG: AAA-BBB-XXYZ

BUILDING OR STRUCTURE ABBREVIATION

EQUIPMENT/LOOP NUMBEREQUIPMENT/INSTRUMENT INDENTIFIER

UNIT NUMBER AND MODIFIER (OPTIONAL)

(IF APPLICABLE)

FOC

COMMUNICATION CABLE (COPPER)COMMUNICATION CABLE(FIBER OPTIC CABLE)SOFTWARE OR COMMUNICATIONLINK

O O

E UNDERGROUND ELECTRICCONDUIT OR DUCT BANK

J

CONDUIT CONTINUATION

SURFACE OR PENDANTFIXTURE (TYP FOR ALLLUMINIARE TYPES)

THREE-WAY SWITCH "X"CORRESPONDS TO THE ASSOCIATEDBANK OF LIGHTS (IF USED)

KWH UTILITY METER

SURGE PROTECTION DEVICESPD

K1 KEY INTERLOCK

AC CIRCUIT BREAKER52-X

X ANSI DEVICE86 = LOCKOUT RELAY71 = OIL LEVEL SWITCH49 = TRANSFORMER THERMAL SWITCH

TU

TIME DELAY RELAY CLOSES ON TIMEDELAY AFTER ENERGIZATION

FLOW SWITCH CLOSES ON LOSSOF FLOW

DEMOLITION HATCHING

DEMOLITION HATCHING

ELECTRICAL LEGEND

GENERAL DEMO NOTES:ALL STARTERS, DISCONNECTS, CONTROLS, CONDUITS,SUPPORTS, AND WIRE ASSOCIATED WITH EQUIPMENTINDICATED AS DEMO ON MECHANICAL, PROCESS, AND CIVILDRAWINGS SHALL BE DEMOLISHED.

ALL CABLE AND WIRE FOR DEMOLISHED EQUIPMENT SHALLBE DEMOLISHED BACK TO THE SOURCE. DEMOLISHINGCABLE AND WIRE BACK TO THE NEAREST TERMINATION ISNOT ACCEPTABLE UNLESS NOTED OTHERWISE.

ALL FEEDER BREAKERS ASSOCIATED WITH DEMOLISHEDEQUIPMENT SHALL BE LABELED AS SPARE IN THEIRCORRESPONDING PANELBOARD, MOTOR CONTROLCENTER, OR SWITCHBOARD. NEW TYPED PANELBOARDSCHEDULES OR NAMEPLATES SHALL BE PROVIDED TOREFLECT CHANGES.

ALL ABANDONED OR DEMOLISHED EXPOSED CONDUITSHALL BE REMOVED. BURIED CONDUIT SHALL BE CUT12-INCHES BELOW GRADE AND CAPPED UNLESS NOTEDOTHERWISE. EMBEDDED CONDUIT SHALL BE CUT FLUSHWITH THE FINISHED FLOOR OR WALL AND FILLED WITHNON-SHRINK GROUT.

FILL ALL HOLES THROUGH WALLS AND FLOORS LEFT BYCONDUIT REMOVAL WITH NON-SHRINK GROUT. ANY HOLESTHROUGH THE ROOF SHALL BE SEALED AS INDICATED ONARCHITECTURAL DRAWINGS.

1.

2.

3.

4.

5.

ELECTRONIC TRIP UNITA = ARC FLASH REDUCTION

MAINTENANCE SYSTEML = LONG TIMES = SHORT TIMEI = INSTANTANEOUSG = GROUND

CD CONTROL DAMPER

AAUTOACKCLCR

FWDH

NCNOO

OPREVRMT

I/I

ILIPBISP

ISS

AUTOMATIC

ACKNOWLEDGECLOSECONTROL RELAYFORWARDHANDNORMALLY CLOSEDNORMALLY OPENOFFOPENREVERSEREMOTECURRENT TO CURRENTTRANSDUCERINDICATING LIGHTILLUMINATED PUSHBUTTONILLUMINATED SELECTORPUSHBUTTONILLUMINATED SELECTORSWITCH

LILITLLSLRLSM

MV/IMXOLPB

PDEPS

SOLSPBSSSV

TDRTMRTSVSXF

LEVEL INDICATORLEVEL INDICATING TRANSMITTERLIQUID LEVEL SWITCHLATCHING RELAYLIMIT SWITCHMOTOR STARTER COILMILLIVOLT TO CURRENT TRANSDUCERMOTOR STARTER AUXILIARY RELAYOVERLOAD RELAYPUSHBUTTONPRESSURE DIFFERENTIAL SENSORPRESSURE SWITCHSOLENOID (OTHER THAN VALVE)SELECTOR PUSHBUTTONSELECTOR SWITCHSOLENOID VALVETIME DELAY RELAYTIMERTORQUE SWITCHVACUUM SWITCHTRANSFORMER

UE

0 ISSUED FOR BID2/7/20 JRR SST

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KERR WATER SYSTEMS UPGRADEECC BUILDING

ELECTRICAL PLANS AND DEMOLITION

102043 -

E002 0102043_E002.DWG

2020

LICENSEE NO. 000165816-333-9400


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1PHOTONO SCALE

1. THE GENERAL CONTRACTOR SHALLCOORDINATE ALL DEMOLITION ACTIVITIESREQUIRED WITH OWNER PRIOR TOCOMMENCEMENT OF WORK.

2. ALL DEMOLITION WASTE AND DEBRIS SHALLBE DISPOSED OF OFFSITE UNLESSOTHERWISE INDICATED.

3. EXISTING EQUIPMENT AND PIPING TO REMAINSHALL BE PROTECTED FROM DEMOLITIONACTIVITIES.

4. POWER CABLING ASSOCIATED WITHDEMOLISHED EQUIPMENT SHALL BE REMOVEDBACK TO SOURCE IF NOT BEING REUSED.

5. CONDUIT DEDICATED TO THE DEMOLISHEDEQUIPMENT AND INTERNAL TO ROOM SHALLBE DEMOLISHED. EMPTY CONDUITS LEAVINGTHE ROOM SHALL BE REMOVED TO NEARESTWALL PENETRATION, CAPPED, AND TAGGED..

6. EXPOSED CONDUIT FOR THE ECC BUILDINGINTERIOR AND EXTERIOR SHALL BE RIGIDALUMINUM (RAL).

7. SEE DRAWING E005 FOR CONTROL CABLE,CONDUCTOR COUNTS, AND TERMINATIONINFORMATION.

GENERAL NOTES:

KEYED NOTES:

DEMO CONDUIT AND CABLING BETWEENEXISTING BOOSTER PUMPS AND ASSOCIATEDINSTRUMENTATION THIS AREA. REFER TODRAWING M003 FOR EQUIPMENT DEMOLITION.

SEE DRAWING E003 FOR CONTINUATION.

UTILIZE EXISTING CABLE TRAY SYSTEM FOR NEWCABLE ROUTING BETWEEN PANELBOARD ANDCONDUIT TRANSITIONS INDICATED. CABLE TRAYSHOWN IS NOT TO SCALE AND APPROXIMATEONLY. CONTRACTOR SHALL FIELD VERIFYACTUAL ROUTING IN FIELD.

ROUTE CONDUITS TO EXISTING CABLE TRAY.CABLES SHALL BE ROUTED IN EXISTING TRAY TODESTINATION INDICATED.

ROUTE CONDUITS THROUGH EXISTING WALLPENETRATIONS FOR TRANSITION TO BELOWGRADE DUCT BANK. COORDINATE WITH NEWMECHANICAL PIPE ROUTING.

INSTALL CONDUIT TEE WITH DRAIN FITTING FOREACH CONDUIT RUN AT APPROXIMATE LOCATIONSHOW TO ALLOW DRAINAGE AT LOW POINT OFRACEWAY PRIOR TO ENTRANCE INTO BUILDINGINTERIOR SPACE.

1

1

EXISTINGRTU RACKS

EXISTING 480/277VPANELBOARD 1HA1

1

2

4

3

2

4

5

P-BPS-1HA1-26, 3-#3, #8GND, 2" TO PANELBOARD 1HA1C-BPS-P01-1, P02-1, P03-1, MCP-1, MCP-2,2"C TO EXISTING RTU I/O RACK

2" - SPARE CONDUIT TO TRAY

16'8'4'0

SCALE IN FEET NORTH

ECC BUILDING ENLARGED PLAN

EXISTINGCABLE TRAYSYSTEM (TYP)

5

35

BOOSTER TANK

CONTROLPANEL


6

6

NORTH

ELECTRICAL SITE PLAN0

SCALE IN FEET

20'10' 40'

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2" HDPE PW

2" HDPE PW

POTABLE WATERBOOSTER STATION

12,000 GAL PWSTORAGE TANK

BPS-TK-01

SEE DRAWING E004 FORENLARGED BOOSTER PUMPBUILDING PLAN

A

DUCT SCHEDULE BPS-EDB-001

NOT TO SCALE

DUCTID

DUCTSIZE

A1A2

A3

2"2"

2" 480V FEEDER: P-BPS-1HA1-26

CIRCUIT

BPS CONTROLS: C-BPS-P01-1, C-BPS-P02-1,C-BPS-P03-1, C-BPS-MCP-1,C-BPS-MCP-2

SPARE

A

1 2 3

ASECTION

#2/0 AWG BC2

HAND HOLE BPS-HH-01(36"(L)x36'(W)x36"(D)

1. SEE DRAWING E004 FOR ENLARGED BOOSTER PUMP BUILDINGPLAN.

2. SEE DRAWING E002 FOR ECC BUILDING PLAN.

SEE TYPICAL DUCT BANK INSTALLATION DETAIL THIS SHEET.

SEE TYPICAL HANDHOLE DETAIL THIS SHEET. HANDHOLEDEPTH SHALL BE ADJUSTED AS REQUIRED TO ENSUREPROPER SLOPE FOR DRAINAGE.

CONTINUE TO ECC BUILDING INTERIOR. REFER TO DRAWINGE002 FOR CONTINUATION. THE TRANSITION BETWEEN DUCTBANK AND ECC BUILDING EXPOSED CONDUIT SHALL UTILIZEPVC-COATED RGS CONDUIT THROUGH THE BUILDINGBLOCKOUT.

GENERAL NOTES:

KEYED NOTES:

1

12

2

ECC BUILDING

TYPICAL HAND HOLE DETAIL

7.5"

7.5"

6" (MIN)

NOT TO SCALE

TYPICAL DUCT BANK INSTALLATION DETAIL

WARNING TAPE 12" (

MIN

)

30"

KEYED NOTES:

30-INCHES MINIMUM UNLESS INDICATED OTHERWISE TO AVOIDBELOW GRADE PIPING OR BELOW GRADE OBSTRUCTIONS.

DUCT BANK SHALL BE SLOPED TOWARDS HAND HOLE WHEREPOSSIBLE TO PROVIDE PROPER DRAINAGE.

CONTINUE TO AND CONNECT TO BUILDING GROUNDINGELECTRODE SYSTEM.

DUCT BANK CONDUIT TYPES SHALL BE AS SPECIFIED.

NOT TO SCALE

COORDINATE DUCT BANK ENTRYELEVATION TO PROVIDE REQUIREDDUCT BANK SLOPE AND AVOIDOTHER INFRASTRUCTURE

HANDHOLE COVER

FINISHED GRADE

CABLE RACKING

NUMBER OF DUCTSSHOWN IN SECTION 1

6" MIN.COMPACTEDGRANULAR FILL

PULLING IRONSUMP

#2/0 BC2

FINISHEDGRADE

NON-REINFORCEDUTILITY FILL FORENTIRE LENGTH OFDUCT BANK

2

1

2

1

3

3


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ELECTRICAL SITE PLAN

102043 -

E003 0102043_E003.DWG

2020

LICENSEE NO. 000165816-333-9400


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BOOSTER PUMP BUILDING ELECTRICAL PLAN

102043 -

E004 0102043_E004.DWG

2020

LICENSEE NO. 000165816-333-9400


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BOOSTER PUMP BUILDINGENLARGED PLAN

BPS-FCV-01

BPS-P-01BPS-P-02

BPS-TK-02

BPS-TK-01

1. REFER TO THE ELECTRICAL SITE PLAN DRAWING E003 FORBOOSTER PUMP BUILDING LOCATION AND DUCT BANKROUTING.

2. LIGHTING AND SMALL POWER DEVICES ARE NOT SHOWNON THIS PLAN FOR CLARITY. REFER TOPRE-MANUFACTURED BUILDING SPECIFICATIONS FORREQUIREMENTS AND SHALL BE SUPPLIED AS PART OF THEBUILDING PACKAGE.

3. EQUIPMENT LOCATIONS SHOWN ON THIS PLAN AREAPPROXIMATE. COORDINATE WITH FINAL PRE-PACKAGEDEQUIPMENT DRAWINGS FOR FINAL ROUTING AND STUB-UPLOCATIONS.

GENERAL NOTES:

INSULATE AND HEAT TRACE LINES ABOVE GRADE ANDBELOW FROST LINE. THERMON IN LINE AMBIENT SENSINGTHERMOSTAT (B4X-15140) OR APPROVED EQUAL SHALL BEUSED TO ENERGIZE BOTH HEAT TRACE LINES. LED END OFCIRCUIT TERMINATOR AND POWER CONNECTION KIT SHALLBE USED FOR BOTH HEAT TRACE RUNS. HEAT TRACE SHALLBE POWERED BY 120V PANEL LOCATED INSIDE BOOSTERPUMP BUILDING. PROVIDE GFEP CIRCUIT BREAKER FORHEAT TRACE EQUIPMENT AS REQUIRED BY NEC.

REFER TO SPECIFICATION 33 32 26 FOR PACKAGED BOOSTERPUMP STATION SPECIFICATION.

COORDINATE CONDUIT STUB UPS WITH PREFAB BUILDINGBLOCKOUTS WHERE PROVIDED. COORDINATE WITHBUILDING SUPPLIER SHOP DRAWINGS FOR SPECIFICBLOCKOUT LOCATIONS.

GROUNDING GRID SHALL BE TERMINATED TO BUILDING BUSBAR AS INDICATED. ALL OTHER REQUIRED GROUNDINGELECTRODE CONNECTIONS FOR INTERIOR BUILDINGEQUIPMENT SHALL BE CONNECTED TO THE BUS BAR WITHTYPE BC2 (TINNED BARE COPPER), SIZED ACCORDING TONEC WITH A MINIMUM SIZE OF #6AWG. ANY ELECTRICALEQUIPMENT PROVIDED WITH PREFABRICATED BUILDINGSHALL BE TERMINATED AS REQUIRED BY BUILDINGMANUFACTURER AND AS SPECIFIED.

PROVIDE BOLTED TANK GROUNDING ELECTRODECONNECTIONS AT TANK MANUFACTURER PROVIDEDGROUNDING TABS. COORDINATE WITH TANK SUPPLIED FOREXACT LOCATIONS.

HYDROSTATIC LEVEL TRANSMITTER AND LEVEL INDICATORSUPPLIED AS PART OF THE TANK PACKAGE. REFER TOSPECIFICATION FOR ADDITIONAL DETAILS. CONTRACTORSHALL MOUNT AND INSTALL INSTRUMENTATION ACCORDINGTO SUPPLIERS INSTRUCTIONS. LOCATION SHOWN ISAPPROXIMATE AND SHALL BE CONFIRMED WITH SUPPLIEDTANK. PROVIDE THE NECESSARY CONDUIT AND CABLINGBETWEEN THE LEVEL INDICATOR ENCLOSURE AND FLANGEMOUNTED HYDROSTATIC LEVEL/DIFFERENTIAL PRESSURETRANSMITTER AS REQUIRED.

FIELD ROUTE THE INDICATED UNDERGROUND CONDUITSAND CABLING TO THE INDICATED LOCATIONS.

FIELD ROUTE THE INDICATED UNDERGROUND CONDUITSAND ASSOCIATED CONDUCTORS FROM THE HEAT TRACECIRCUIT POWER CONNECTION TO PANELBOARD BPS-LP-01TERMINATE ON DESIGNATED GFEP CIRCUIT BREAKERS.

1

KEYED NOTES:

21

SCALE IN FEET

0 1' 2' 4'

2

LOCAL CONTROLPANEL BPS-MCP-01

208Y/120VPANELBOARDBPS-LP-01

480Y/277VPANELBOARDBPS-PP-01

A

3

BPS-VFD-01BPS-VFD-02

TO HAND HOLE BPS-HH-01REFER TO E003 FOR CONTINUATION

TRANSFORMERBPS-XF-01

3

NOT TO SCALE

A

1 2 3

ASECTION

#2/0 AWG BC2

BUILDINGGROUNDINGBUS BAR

4

4

3/4" X 10'-0"GROUND ROD (TYP)

5

5

5

#2/0 BC2 (TYP)

UFERGROUND


01PDE

01LIT

BPS

01LI

BPS

6

6

6

7

7

8

P-BPS-LI01-1, 2-#12, #12 GND, 3/4"C, TO BPS-LP-01C-BPS-LI01-1, 1-7/C, #14, 3/4"C, TO BPS-MCP-01I-BPS-LI01-1, 1-TSP, #18AWG, 3/4"C, TO BPS-MCP-01

TANK IMMERSIONHEATER J-BOX

P-BPS-TK01-13-#12, #12 GNDTO BPS-PP-01

J

P-BPS-HT-1, 2-#12, #12GND, 3/4"CTO BPS-LP-01

7

8

J

P-BPS-HT-2,2-#12, #12GND, 3/4"CTO BPS-LP-01

8

DUCT SCHEDULE BPS-EDB-001

DUCTID

DUCTSIZE

A1A2

A3

2"2"

2" 480V FEEDER: P-BPS-1HA1-26

CIRCUIT

BPS CONTROLS: C-BPS-P01-1, C-BPS-P02-1,C-BPS-P03-1, C-BPS-MCP-1,C-BPS-MCP-2

SPARE

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BOOSTER PUMP BUILDINGCONTROL PANEL BPS-MCP-01

C-BPS-P01-1BRBL

BPS-P-01RUN STATUS

BPS-P-01FAIL STATUS

EXISTING ECC RTU RACK

BR

Y

BLOO

YBN BN1SP 1SP

BOOSTER PUMP BUILDING MAIN CONTROL PANEL INTERCONNECTION DIAGRAM

GENERAL NOTE:1. THIS DIAGRAM INDICATES THE BOOSTER PUMP BUILDING I/O CONNECTIONS TO THE PLANT CONTROL

SYSTEM. IT IS NOT INTENDED TO SHOW ALL REQUIRED CONTROL DEVICES AND INTERCONNECTIONSFOR LOCAL PUMPS AND ASSOCIATED INSTRUMENTATION. REFER TO THE MECHANICAL DRAWINGSAND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

BOOSTER PUMPIN AUTO MODE

FIELD TERMINALBLOCK (TYP)

BRBL

BPS-P-02RUN STATUS

BPS-P-02FAIL STATUS

BR

Y

BLOO

YBN BN1SP 1SP

BRBL

BPS-P-03RUN STATUS

BPS-P-03FAIL STATUS

BR

Y

BLOO

YBN BN1SP 1SP

EXISTING ECC 480Y/277V PANEL 1HA1

P-BPS-1HA1-26480V 80A3 POLEBREAKER(EXISTING)

BOOSTER PUMPBUILDING 480V PANEL

BPS-PP-01

262830

GND

KEYED NOTES:

CABLES PULLED TO EXISTING RTU RACK SHALL BE LABELED AND COILED WITH SUFFICIENT SLACK FORFINAL TERMINATIONS. OWNER TO PROVIDE FINAL TERMINATIONS TO RTU RACK. ALL PLANT CONTROLSYSTEM HMI MODIFICATIONS SHALL BE PROGRAMMED AND DEVELOPED BY THE OWNER.

1

1

C-BPS-P02-1

C-BPS-P03-1



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CONNECTION DIAGRAM

102043 -

E005 0102043_E005.DWG

2020

LICENSEE NO. 000165816-333-9400


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BRBL

BPS POWERFAIL ALARM

BPS-TK-01LOW LEVEL

BR

Y

BLOO

YBN BN1SP 1SP

C-BPS-MCP-1

BPS-TK-01HIGH LEVEL

BRBL

BPS BUILDINGLOW TEMP

BPS BUILDINGHIGH TEMP

BR

Y

BLOO

YBN BN1SP 1SP

C-BPS-MCP-2

BPS LOWPRESSURE


LIT01

+-

mA+LI01

SHIELDCUT & TAPE

BW

BW

LN

BOOSTER PUMPCONTROL PANEL

(BPS-MCP-01)

+-

PLC4-20mAINPUT

B

W

BW

B

W

WB

BW

SHIELDCUT & TAPE

LEVEL TRANSMITTER(BPS-LIT-01)

G

LEVEL INDICATORENCLOSURE (BPS-LI-01)

BW

NGND

BWG

GENERAL NOTE:

1. THIS DIAGRAM REPRESENTS A TYPICAL TANK LEVEL INSTRUMENT TRANSMITTER,INDICATOR, AND ASSOCIATED INTERCONNECTING FIELD WIRING. NOT ALL DEVICESAND COMPONENTS ARE SHOWN FOR CLARITY. SURGE PROTECTIVE DEVICES SHALLBE PROVIDED AS SPECIFIED FOR INSTRUMENTATION OUTSIDE OF THE BUILDINGENVELOPE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.CONTRACTOR SHALL COORDINATE WITH TANK SUPPLIER WIRING DIAGRAMS ASREQUIRED FOR FINAL TERMINATIONS.

PDE01

120VACPOWER

I-BPS-LI01-1A

NGND

LWG

WG

BB

PANELBOARD(BPS-LP-01)

-COM

+24VDC

TANK LEVEL INSTRUMENTATION INTERCONNECTION DIAGRAM

C-BPS-LI01-1RBL

BRBLOO

3SP 3SP

I-BPS-LI01-1

P-BPS-LI01-1

B

PLCDIGITALINPUTS

IN 0COMIN 1

COM

HIGH LEVELALARM

LOW LEVELALARM

PROCESS DIGITALPANEL METER

FIELD TERMINALBLOCK (TYP)

BNOYG

BNOYG

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MARCH 15, 2019 J. RECKART

J. RECKART S. TAYLOR


ELECTRICAL DETAILS

102043 -

E006 A102043_E006.DWG

2020

LICENSEE NO. 000165816-333-9400


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30"

18"

TYPICAL GROUNDING INSTALLATION DETAIL

COPPER GROUND CABLE

FINISHED GRADE EXOTHERMIC WELD(TYP OF ALL GROUND RODS)REFER TO DETAIL THIS DRAWING

STRANDED BARE SOFT DRAWN COPPERCOUNTERPOISE SIZE AS INDICATED

EXOTHERMIC WELDEDCONNECTION (CADWELDOR EQUIVALENT)

3/4" X 10'-0"COPPERCLAD STEELGROUND ROD

TYPICAL GROUND ROD CONNECTION TYPICAL EXOTHERMIC WELDS

3/4" DIA X 10'-0" COPPER CLADSTEEL SECTIONAL GROUND ROD

EXOTHERMIC WELDGROUND CONNECTION

COPPERGROUNDCABLE


EXOTHERMIC WELD

COPPERGROUNDCABLE

COPPER GROUND CABLE


GROUND ROD

EXOTHERMIC WELDGROUND CONNECTON

COPPER GROUND CABLE

GROUND ROD

NOT TO SCALE

NOT TO SCALENOT TO SCALE

TYPICAL GROUND BUS BAR

ISOLATING GROUNDBUS BAR 1/4" X 4" X 20"ERITECH MODEL GBA14420CC

NEMA 2-HOLECOMPRESSIONTERMINAL LUG

BUS INSOLATOR

ISOLATOR BASE

BOLTS, WASHERSAND ANCHORS ASREQUIRED

TO EQUIPMENT ASREQUIRED BY NEC

TO GROUND GRID

FOOTING

20-FEET OF#2/0 BC2 CONCRETEENCASED ELECTRODE

WIRE TIE CONCRETE ENCASEDELECTRODE TO REINFORCING STEELA MINIMUM OF ONE CONNECTIONEVERY 2'-0"

TO GROUND GRID

#2/0 BC2

TYPICAL CONCRETE ENCASED ELECTRODE (UFER GROUND) DETAIL

REINFORCINGSTEEL (TYP)

NOT TO SCALE

GRADEGROUND TAB (PROVIDED BYSTEEL TANK FABRICATOR)

#2/0 BC2

1"C (SCHED 40)TOP OF CONCRETE

TYPICAL STEEL SUPPORT GROUNDING DETAILNOT TO SCALE

TO GROUND GRID

12"

5/8"-11 BRASS SERVITPOST (UL LISTED)(INSTALL THRUPREDRILLED GROUND TAB)

REFER TO TANKMANUFACTURER DRAWINGSFOR TANK SUPPORT DESIGN


Documents

Kerr Water System IFB Drawings