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-
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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rev.drawing
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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
BUR
NS
& M
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ENG
INEE
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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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project contract
rev.drawing
file
ckd
LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MAY 9, 2018 R. ROLF
J. GARDER G. FOSTER
KERR WATER SYSTEMS UPGRADE
SURVEY CONTROL POINTS
102043
C002 0-
C002 SURVEY CONTROL POINTS.DWG
2018
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
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& M
cDO
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ENG
INEE
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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
JLG2/7/20 MDH ISSUED FOR BID0
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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LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MAY 9, 2018 R. ROLF
J. GARDER G. FOSTER
KERR WATER SYSTEMS UPGRADE
SITE PLAN
102043
C003 0-
C003 OVERALL SITE PLAN.DWG
2018
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
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& M
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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
JLG2/7/20 MDH ISSUED FOR BID0
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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rev.drawing
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LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MAY 9, 2018 R. ROLF
J. GARDER G. FOSTER
KERR WATER SYSTEMS UPGRADE
ENLARGED SITE PLAN
102043
C004 0-
C004 ENLARGED SITE PLAN.DWG
2018
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
NS
& M
cDO
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ELL
ENG
INEE
RIN
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PAN
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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
JLG2/7/20 MDH ISSUED FOR BID0
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
PYR
IGH
T ©
MAY 9, 2018 R. ROLF
J. GARDER G. FOSTER
KERR WATER SYSTEMS UPGRADE
CIVIL DETAILS
102043
C005 0-
C005 CIVIL DETAILS.DWG
2018
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
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LOCUST GROVE, OKLAHOMA
36" MINIMUMCOVER
JLG2/7/20 MDH ISSUED FOR BID0
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PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
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PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MARCH 15, 2019 D. WISEMAN
S. TAYLOR P. SWEARINGEN
KERR WATER SYSTEMS UPGRADE
ELECTRICAL LEGEND
102043 -
E001 0102043_E001.DWG
2020
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
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& M
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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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rev.drawing
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ckd
PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MARCH 19, 2019 D. WISEMAN
S. TAYLOR P. SWEARINGEN
KERR WATER SYSTEMS UPGRADEECC BUILDING
ELECTRICAL PLANS AND DEMOLITION
102043 -
E002 0102043_E002.DWG
2020
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
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& M
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PAN
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C.
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
0 ISSUED FOR BID2/7/20 JRR SST
6
6
NORTH
ELECTRICAL SITE PLAN0
SCALE IN FEET
20'10' 40'
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rev.drawing
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ckd
PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
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
0 ISSUED FOR BID2/7/20 JRR SST
3
3
CO
PYR
IGH
T ©
MARCH 14, 2019 D. WISEMAN
S. TAYLOR P. SWEARINGEN
KERR WATER SYSTEMS UPGRADE
ELECTRICAL SITE PLAN
102043 -
E003 0102043_E003.DWG
2020
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
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& M
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DUCT
4.
4.
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project contract
rev.drawing
file
ckd
PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MARCH 15, 2019 D. WISEMAN
S. TAYLOR P. SWEARINGEN
KERR WATER SYSTEMS UPGRADE
BOOSTER PUMP BUILDING ELECTRICAL PLAN
102043 -
E004 0102043_E004.DWG
2020
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
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& M
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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
0 ISSUED FOR BID2/7/20 JRR SST
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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project contract
rev.drawing
file
ckd
PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
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
BOOSTER PUMPIN AUTO MODE
BOOSTER PUMPIN AUTO MODE
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PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MARCH 15, 2019 D. WISEMAN
S. TAYLOR P. SWEARINGEN
KERR WATER SYSTEMS UPGRADE
CONNECTION DIAGRAM
102043 -
E005 0102043_E005.DWG
2020
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
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& M
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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
0 ISSUED FOR BID2/7/20 JRR SST
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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project contract
rev.drawing
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PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
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1 1312111098765432
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project contract
rev.drawing
file
ckd
PRELIMINARY - NOTFOR CONSTRUCTION
LOCUST GROVE, OKLAHOMA
CO
PYR
IGH
T ©
MARCH 15, 2019 J. RECKART
J. RECKART S. TAYLOR
KERR WATER SYSTEMS UPGRADE
ELECTRICAL DETAILS
102043 -
E006 A102043_E006.DWG
2020
LICENSEE NO. 000165816-333-9400
KANSAS CITY, MO 641149400 WARD PARKWAY
BUR
NS
& M
cDO
NN
ELL
ENG
INEE
RIN
G C
OM
PAN
Y, IN
C.
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 WELDGROUND CONNECTION
EXOTHERMIC WELD
COPPERGROUNDCABLE
COPPER GROUND CABLE
EXOTHERMIC WELDGROUND CONNECTION
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
0 ISSUED FOR BID2/7/20 JRR SST