PUMP STATION UPGRADES CITY OF DANVILLE · pump station upgrades danville, illinois ... earth or...

CITY OF DANVILLEPOLAND ROAD, WAL-MART, AND VERMILION GARDENS

PUMP STATION UPGRADESDANVILLE, ILLINOIS

SEPTEMBER 2016

PROJECT LOCATION

DRAWING INDEX

Jo Daviess Wiinnebago

Carrol Ogle

BooneMc Henry

Lake

De KalbKane

CookDu Page

Whiteside Lee

WillKendall

GrundyLa Salle

Kankakee

Henry Bureau

Putnam

Rock Island

Mercer

KnoxHenderson

Stark Marshall

PeoriaLivingston

Iroquois

FordMc LeanFultonMc Donough

Warren

TazewellHancock

AdamsSchuyler

Brown Cass

MasonLogan De Witt

MenardChampaign

Vermilion

Douglas

PiattMaconSangamonMorgan

ScottChristian

Pike

Greene

Jersey MacoupinCalhoun

Shelby

Moultrie

Montgomery

ColesEdgar

ClarkCumberland

JasperCrawford

Effingham

Clay RichlandLawrence

WayneEdwards

Wabash

Bond

Fayette

MarionClinton

Washington Jefferson

Madison

St. Clair

Monroe

Randolph PerryFranklin

HamiltonWhite

SalineGallatin

JacksonWilliamson

JohnsonPope

Hardin

MassacPulaskiAlexander

Union

Woodford

Stephenson

CITY OF DANVILLE

- BID SET -

- BID 573

GENERAL LEGEND

DISCIPLINE

ABBREVIATIONS

NON-RIGID INSULATION

RIGID INSULATION

SAND OR FILL

FREE DRAINING FILL

ROUGH CARPENTRY

FACE BRICK

PRECAST CONCRETE PLANK

EARTH OR BACKFILL

ROCK

2 6

CONCRETE BLOCK

DISCIPLINE IDENTIFIER

DRAWING NUMBER DESIGNATION100-M-1

SITE IDENTIFIER


DRAWING NUMBER

PLAN NOTE. SEE NOTES ON SAME DRAWING.

PLAN NOTE DESIGNATION

SECTION DESIGNATION

SECTION DESIGNATION

DRAWING NUMBER(S) WHERE SHOWN

DRAWING NUMBER(S) WHERE TAKEN

A SECTION A010-M-1



010-M-1

DETAIL DESIGNATION

DETAIL DESIGNATION

1

STANDARD DETAIL DESIGNATION

STANDARD DETAIL S100

DETAIL DESIGNATION

S100

OR

(NOMINAL SIZE INDICATED)

INSTRUMENT IDENTIFICATIONSAME AS SHOWN ON P&ID LEGEND.EXCEPTION: COMPONENT DESIGNATORS NOT USEDON PROCESS MECHANICAL DRAWINGS

ELEVATION A



CASEWORK ELEVATION DESIGNATION

ELEVATION DESIGNATION

010-A-1A

111-10DOOR NO.

WINDOW NO.

DOOR DESIGNATOR

WINDOW DESIGNATOR

GRATING

SYMBOLS

GYPSUM BOARD CEILING.REFER TO ROOM FINISHSCHEDULE FOR FINISH

2' x 2' SUSPENDEDACOUSTICAL CEILING

CEILING HEIGHT ABOVEFINISHED FLOOR

DETAIL 1

GENERAL GCIVIL KEY CKCIVIL NOTES CNCIVIL REMOVAL CRCIVIL FACILITIES CFCIVIL GRADING CGCIVIL EROSION CONTROL CECIVIL PIPING CPREMOVALS RARCHITECTURAL ASTRUCTURAL FOUNDATION SFSTRUCTURAL SPROCESS-MECHANICAL MPLUMBING PHVAC HELECTRICAL EELECTRICAL LIGHTING LINSTRUMENTATION AND CONTROL N

VALVE IDENTIFICATION

EXAMPLE:

PIPE IDENTIFICATION

54" PI

FLOW STREAM IDENTIFIERNOMINAL PIPE DIAMETER

EXAMPLE:

6" V005

VALVE TYPE, SEE SECTION 15280VALVE SIZE

001-G-1

EJW

EJW

JVP

GEN

ERA

LLE

GEN

DSY

MB

OLS

AN

DA

BB

REV

IATI

ON

S

CONCRETE

REMOVAL

001-LEGENDS.DWG

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

1. THIS IS STANDARD LEGEND. NOT ALL OF THEINFORMATION SHOWN ON THIS LEGEND IS NEEDED INTHESE CONTRACT DRAWINGS.

2. WORK IN THIS CONTRACT SHOWN FULL-TONE UNLESSOTHERWISE NOTED.

NOTE:

N NEWNIC NOT IN CONTRACTNO. or # NUMBERNOM NOMINALNR NON-RATEDNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROFI OWNER FURNISHED ITEMOFOI OWNER FURNISHED

OWNER INSTALLEDOPNG or OPN'G OPENINGOPPO OPPOSITEP&ID PROCESS AND

INSTRUMENTATION DIAGRAMP. LAM. PLASTIC LAMINATEPC PORTLAND CEMENTPCP PRE-STRESSED CONCRETEPIPEPJF PREFORMED JOINT FILLERPL PLATEPLAS PLASTICPLYWD PLYWOODPR PAIRPREP PREPARATIONPROJ PROJECTIONPT PAINTPVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RISERR or RAD RADIUSRC ROOF CONDUCTORRCP REINFORCED CONCRETE PIPERCP REFLECTED CEILING PLANRD ROOF DRAINREC RECESSEDRED REDUCERREDW'D REDWOODREF REFERENCEREFL REFLECTEDREINF REINFORCE/REINFORCINGREQ'D REQUIREDRES RESILIENTREV REVISION/REVISEDRM ROOMRO ROUGH OPENING

SCHED SCHEDULESD SUMP DISCHARGESECT SECTIONSHT SHEETSIM SIMILARSPA SPACE OR SPACINGSPECS SPECIFICATIONSSQ SQUARESR SHORT RADIUSSS or SST STAINLESS STEELSTD STANDARDSTL STEELSTRUCT STRUCTURALSUSP SUSPENDEDSV STAIN AND VARNISH

F/ FACE OFFCA FLANGED COUPLING ADAPTORFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFFE FINISH FLOOR ELEVATIONFH FULL HEIGHTFHC FIRE HOSE CABINETFIN FINISHFL or FLR FLOORFLG FLANGEFO FINISHED OPENINGFOC FACE OF CONCRETEFOS FACE OF STUDFOUND FOUNDATIONFOW FACE OF WALLFRP FIBER REINFORCED PLASTICFS FLOOR SINKFS FULL SIZEFSD FULL SIZE DETAILFT FEETFTG FOOTINGFV FIELD VERIFY

GA GAUGEGALV GALVANIZEDG.B. GRAB BARGCMU GLAZED CONCRETE

MASONRY UNITGL GLASSGR GRADEGYP BD GYPSUM BOARD

H HIGHHB HOSE BIBH/C HANDICAPPEDHDWD HARDWOODHDWR HARDWAREHM HOLLOW METALHORZ HORIZONTALHP HIGH POINTHT HEIGHTHWL HIGH WATER LEVEL

ID INSIDE DIAMETERINSUL INSULATIONINT INTERIORINV INVERT

JAN JANITOR

KITCH KITCHENLAV LAVATORYLEV LEVELLIG LAY-IN-GRID CEILINGLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINTLR LONG RADIUSLTG LIGHTINGLTWT LIGHT WEIGHTLWL LOW WATER LEVEL

MAINT MAINTENANCEMAT'L MATERIALMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMET METALMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMJ MECHANICAL JOINTMO MASONRY OPENINGMULL MULLION

ACT ACOUSTICAL TILEAD ACCESS DOORADDL ADDITIONALAFF ABOVE FINISHED FLOORAL ALUMINUMALT ALTERNATEAPPROX APPROXIMATEARCH ARCHITECTURALAVG AVERAGE

B BOTTOMB/ BOTTOM OFBF BLIND FLANGEBFP BACKFLOW PREVENTERBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOB BOTTOM OF BEAMBOT BOTTOMBRD BOARD

CL CENTERLINECEM CEMENTCH CEILING HEIGHTCJ or CJT CONTROL JOINTCLG or CEIL CEILINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCOMPO COMPOSITIONCONC CONCRETECONF CONFERENCECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACT/CONTRACTORCONTR JT CONTRACTION JOINTCORR CORRIDORC.T. CERAMIC TILECPVC CHLORINATED POLYVINYL

CHLORIDECSK COUNTERSINKCTR CENTER

D DRAINDBL DOUBLEDEG DEGREEDEG DEGREES (ANGULAR)DET DETAILDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIP DUCTILE IRON PIPEDIR DIRECTIONDN DOWNDWG DRAWING

EA EACHECC ECCENTRICEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV or EL ELEVATIONELL ELBOWELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEW EACH WAYEWC ELEC WATER COOLEREXIST or (X) EXISTINGEXP EXPANSIONEXP JT EXPANSION JOINTEXT EXTERIOR

NOTE:STANDARD DETAILS ARE LOCATED ON DRAWINGS THAT HAVEBEEN ASSIGNED A SITE IDENTIFIER OF 999 FOLLOWED BY ADISCIPLINE IDENTIFIER. THESE DRAWINGS ARE PLACED LASTIN THE DRAWING SET.

EXAMPLE: 999-M-1

ON DRAWING WHEREDETAIL IS TAKEN

ON DRAWING WHEREDETAIL IS SHOWN

ON DRAWING WHERESECTION IS TAKEN

ON DRAWING WHERESECTION IS SHOWN

ON DRAWING WHERESECTION IS TAKEN

ON DRAWING WHERESECTION IS SHOWN

ON DRAWING WHEREDETAIL IS TAKEN

ON DRAWING WHEREDETAIL IS SHOWN


T TOPT TREADT/ TOP OFT/S TOP OF STEELT&B TOP AND BOTTOMT & G TONGUE & GROOVETDC TRAFFIC DECK COVERINGTEMP TEMPEREDTHK THICKTOC TOP OF CONCRETE or CURBTOP TOP OF PARAPETTOS TOP OF STEELTOW TOP OF WALLTYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V VENTVB VINYL BASEVCT VINYL COMPOSITION TILEVER VERIFYVERT VERTICALVIF VERIFY IN FIELD

W WIDEW/ WITHWC WATER CLOSETWD WOODWL WATER LEVELWO WITHOUTWP WATERPROOFINGWS WATERSTOPWWF WELDED WIRE FABRIC

YR YEAR

FLOW STREAM IDENTIFIERS

ALP AIR (LOW PRESSURE)AHP AIR (HIGH PRESSURE)

CG CHLORINE GASCS CHLORINE SOLUTION

D DRAIN

EXH EXHAUST

FLT FILTRATE

ML MIXED LIQUOR

OF OVERFLOW

PRE PRIMARY EFFLUENTPRI PRIMARY INFLUENTPLE PLANT EFFLUENT (NON-POTABLE)

RAS RETURN ACTIVATED SLUDGERWW RAW WASTEWATER

SA SAMPLESAN SANITARY SEWERSBS SODIUM BISULFITESDG SULFUR DIOXIDE GASSDS SULFUR DIOXIDE SOLUTIONSHC SODIUM HYPOCHLORITE

V VENT

W1 POTABLE CITY WATERW2 NON-POTABLE CITY WATER

B101CHEMICAL FEED

ROOM

AREA DESIGNATIONAREA NUMBER

AREA NAME

2

CIV

ILLE

GEN

DA

ND

GEN

ERA

LN

OTE

S

001-LEGENDS.DWG

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

1

4 3

2

I.P.

100

X X

W

T

OH

FO

E

G

100

SAN

STM

SAN

STM

W

FM

X X

400.00400.0

0

G

FM

FO

E

CABLE TV

CENTERLINE OF ROAD

CONTOUR

DITCH/SWALE

EASEMENT

FENCE

ELECTRIC

ELECTRICAL DUCT

FIBER OPTIC

FORCEMAIN

GAS

GUARDRAIL

OVERHEAD ELECTRIC

PIPE, ABANDON

PIPE, PREVIOUSLY ABANDONED

PIPE OVER 24" (SHOWN ACTUAL SIZE)

PROPERTY LINE

R.O.W.

RAILROAD

SANITARY SEWER

SILT FENCE

STORM SEWER

TELEPHONE

WATER

WATERS EDGE

WETLAND

CATV

EXISTING

BENCHMARK

CATCH BASIN

CULVERT

CULVERT OVER 24"(SHOWN ACTUAL SIZE)

GAS VALVE

GUY WIRE

HAY BALES

HEADWALL

HYDRANT

INLET

IRON PIPE

MANHOLE

MARSH

METER

UTILITY POLE

UTILITY POLE WITH LIGHT

SECTION CORNER

SIGN

SPOT ELEVATION

SOIL BORING

STREET LIGHT

SURVEY CONTROL POINT

TELEPHONE PEDESTAL

TREE CONIFEROUS, DECIDIOUS

TREE REMOVAL

TREE/SHRUB LINE

WATER VALVE

1. PROCESS FLOW STREAM IDENTIFIERS SAME ASSHOWN ON THE PROCESS MECHANICAL LEGEND


M M

X X

EXISTING ASPHALTIC PAVEMENT TO REMAIN

PROPOSED ASPHALTIC PAVEMENT

PROPOSED CONCRETE PAVEMENT

PROPOSED GRAVEL

REMOVE EXISTING ASPHALTIC PAVEMENT & BASE

REMOVE & REPLACE EXISTING ASPHALTIC PAVEMENT

REMOVE EXISTING CONCRETE PAVEMENT

REMOVE GRAVEL

STAGING AREA

STRUCTURE DEMOLITION

DUCTDUCT

NG NATURAL GAS

OH OVERHEAD UTILITY

PC POINT OF CURVATUREPE POLYETHYLENE PIPEPI POINT OF INTERSECTIONPL PROPERTY LINEPT POINT OF TANGENCYPVC POLYVINYL CHLORIDE PIPEPVI POINT OF VERTICAL INTERSECTION

R RADIUSRCP REINFORCED CONCRETE PIPERIM TOP OF CASTING ELEVATIONROW RIGHT OF WAYRT RIGHT

SAN SANITARY SEWERSTM STORM SEWERSD SUMP DISCHARGE

T/C TOP OF CURBT/W TOP OF WALL

UD UNDERDRAIN

VC VERTICAL CURVE

AGG AGGREGATE

B/C BACK OF CURBBIT BITUMINOUS/ASPHALT

CIP CAST IRON PIPECO CLEANOUTCONC CONCRETECMP CORRUGATED METAL PIPECSP CONCRETE SEWER PIPE

DIA DIAMETERDIP DUCTILE IRON PIPEDW DEWATERING PIPE

EXTG EXISTINGEOP EDGE OF PAVEMENTF&C FRAME AND COVER

F/C FACE OF CURBF-F FACE TO FACEF/G FINISHED GRADEFES FLARED END SECTION

INV INVERT

L LENGTH OF CURVELF LINEAR FTLT LEFT

NOTE:

PROPOSED EXISTING PROPOSED

WET

LEGEND

ABBREVIATIONS

LINE TYPE IDENTIFICATION GENERAL NOTES

SYMBOLS

001-G-2

EJW

EJW

JVP

1. THE TOPOGRAPHIC MAPPING IS BASED ON GROUND SURVEY PERFORMED DURING THE SUMMER OF 2015.

2. THE VERTICAL DATUM USED FOR THE PROJECT IS THE 1988 NAVD. THE HORIZONTAL DATUM IS BASED ON THE STATE PLANECOORDINATES.

3. VERTICAL AND HORIZONTAL BENCHMARKS ARE BASED ON THE ABOVE DATUM AND ARE SHOWN ON THE DRAWINGS.

4. DIMENSIONS OR COORDINATES TAKE PRECEDENCE OVER SCALE. CONTRACTORS TO VERIFY ALL DIMENSIONS ANDCOORDIANTES IN THE FIELD FOR PROPER FIT AND ALIGNMENT.

5. WHEN COORDINATES ARE USED THE COORDINATE REFERENCE IS AT THE INTERSECTION OF LINES, AT THE CENTER OFCIRCULAR STRUCTURES, AT THE PIPE CENTERLINE, AND CORNERS OF RECTANGULAR STRUCTURES UNLESS NOTEDOTHERWISE.

6. THE CONTRACTOR SHALL CONTACT THE UTILITY LOCATION SYSTEM J.U.L.I.E. IN ILLINOIS AT 1-800-892-0123 A MINIMUM OF 72HOURS PRIOR TO PERFORMING ANY EARTH MOVING OR EXCAVATION ACTIVITIES. THE CONTRACTOR SHALL ALSO CONTACTANY OTHER UTILITIES WHICH MAY BE PRESENT WHICH ARE NOT PART OF THE ONE CALL SYSTEM.

7. EXISTING BURIED UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH THE AVAILABLE RECORDSAND FIELD INFORMATION AVAILABLE TO THE ENGINEER. OTHER UTILITIES MAY ALSO BE PRESENT. THE CONTRACTOR SHALLBE RESPONSIBLE FOR OBTAINING FROM THE OWNERS OF THE EXISTING UTILITIES THE LOCATION OF THEIR BURIEDFACILITIES. ANY UTILITIES DAMAGED OR DESTROYED BY THE CONTRACTOR'S OPERATIONS WHETHER SHOWN ON THEDRAWINGS OR NOT, SHALL BE REPLACED OR REPAIRED TO THE UTILITY'S SATISFACTION AT NO COST TO THE OWNER.

8. IF UTILITY FACILITIES OTHER THAN THOSE SHOWN ARE LOCATED, OR IF UTILITIES ARE LOCATED WHICH ARE NOT INACCORDANCE WITH THE LOCATION SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE NOTIFIED TO DETERMINE IF PLANREVISIONS ARE NEEDED. CONTRACTOR IS REQUIRED TO FIELD LOCATE ALL CROSSING UTILITIES SUFFICIENTLY INADVANCE OF CONSTRUCTION ACTIVITIES TO ALLOW ENGINEER TO REVISE LOCATIONS OF NEW FACILITIES TO AVOIDCONFLICTS WITHOUT ADDITIONAL COST TO OWNER.

9. TRAFFIC CONTROL REQUIREMENTS ARE SPECIFIED IN SECTION 01550 OF THE SPECIFICATIONS. THE CONTRACTOR SHALLCOMPLY WITH THE REQUIREMENTS LISTED THEREIN AND SHALL MAINTAIN VEHICULAR ACCESS AT ALL TIMES TO ALLPROPERTY ADJACENT TO THE CONTRACTORS WORK AREAS. THE CONTRACTOR SHALL COMPLY WITH THE CITY OFDANVILLE AND STATE OF ILLINOIS REQUIREMENTS FOR TRAFFIC CONTROL IN ADDITION TO THE SPECIFICATIONS. THECONTRACTOR SHALL NOTIFY POLICE AND FIRE DEPARTMENT OFFICIALS OF ALL CLOSED OR BLOCKED STREETS ANDALLEYS.

10. ACCESS CONSTRAINTS TO BE PLACED ON THE CONTRACTOR FOR THE PROJECT ARE SPECIFIED IN SECTION 01110 OF THESPECIFICATIONS.

11. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL SITE FACILITIES DURING CONSTRUCTION. CONTRACTOR SHALL PLAN HISWORK SEQUENCE AND ACTIVITIES TO ENSURE THAT HIS WORK DOES NOT INTERFERE WITH PUBLIC NEEDS OR PUBLICFACILITIES OPERATIONS, DELIVERIES, PICKUPS OR OTHER ACCESS NEEDS.

12. THE CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF HIS PERSONNEL, SUBCONTRACTORS, AND UTILITIESPERFORMING WORK ON THIS PROJECT. THE CONTRACTOR SHALL ALSO COORDINATE WITH CITY CREWS AND OTHERCONTRACTORS WORKING IN OR NEAR THE PROJECT AREA.

13. THE CONTRACTOR SHALL MAINTAIN ON FILE WITH THE OWNER AND ENGINEER A CURRENT LIST OF EMERGENCY TELEPHONENUMBERS FOR THE CONTRACTORS SUPERVISORY PERSONNEL ASSIGNED TO THIS PROJECT. NO LESS THAN 2 NAMES WITH24 HOUR PHONE NUMBERS SHALL BE INCLUDED.

14. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE AREAS SHOWN ON THE DRAWINGS WHERE PROPOSEDIMPROVEMENTS OR GRADING ACTIVITIES ARE TO BE LOCATED AND FOR A DISTANCE OF 10 FEET SURROUNDING THEIMPROVEMENTS. REMOVAL OF OTHER TREES AND SHRUBS WHICH ARE NOT AUTHORIZED FOR REMOVAL SHALL BEREPLACED BY THE CONTRACTOR WITH LIKE KIND AND SIZE AT NO COST TO THE OWNER. IF SUCH REMOVALS ARE THECAUSE OF FINES AND OTHER ACTIONS BY REGULATORY AGENCIES THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FORSUCH FINES AND ACTIONS.

15. THE CONTRACTOR SHALL CONFINE CONSTRUCTION ACTIVITIES TO EXISTING RIGHT-OF-WAYS AND EASEMENTS. ANYDAMAGE TO PUBLIC OR PRIVATE PROPERTY OUTSIDE OF THESE LIMITS SHALL BE REPAIRED OR REPLACED TO ITS ORIGINALCONDITION OR BETTER AT NO COST TO THE OWNER.

16. TREE REMOVAL AND OTHER CLEARING WORK IS NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PROTECT ALLTREES OUTSIDE OF DESIGNATED EASEMENTS FROM DAMAGE AND SHALL REPLACE TREES WHICH ARE DAMAGEDSUFFICIENTLY TO ENDANGER THEIR SURVIVAL IN THE ENGINEERS SOLE OPINION.

17. ELEVATIONS CALLED OUT ON THE DRAWINGS ARE TYPICALLY AT THE "INVERT" OR BOTTOM OF PIPES AND STRUCTURES,ALONG THE FLOW LINE IN GUTTERS AND SWALES, AND AT THE "RIM" OR TOP (FINISHED GRADE) OF THE FRAME AND COVERS.OTHER ELEVATIONS ARE SPECIFICALLY NOTED.

18. UNLESS NOTED OTHERWISE RESTORATION OF EXISTING SANITARY SEWERS AND SERVICE LINES, WATER MAINS ANDSERVICE LINES, STORM SEWERS, OTHER UTILITIES, SIDEWALKS, CURBS, DRIVEWAYS, STREETS OR OTHER IMPROVEMENTSNOT SHOWN AS BEING REMOVED, REPLACED OR MODIFIED BY THE PROJECT IS REQUIRED ONLY TO THE EXTENT THEY AREDAMAGED OR DISTURBED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL RESTORE ALL DAMAGED ANDDISTURBED IMPROVEMENTS TO THE IMPROVEMENT OWNERS AND ENGINEERS SATISFACTION. PAYMENT FOR SUCHRESTORATION SHALL BE INCIDENTAL TO THE PROJECT.

19. WHERE NEW WORK ABUTS EXISTING CURBS, SIDEWALK, DRIVES, OR OTHER PAVEMENTS WHICH ARE TO REMAIN IN PLACE,THE CONTRACTOR SHALL PROVIDE NEAT SAWCUTS, FULL DEPTH AT THE LIMIT OF CONSTRUCTION.

20. CONTRACTOR SHALL PROVIDE SUPPORT AND SHALL MAINTAIN SERVICE TO ALL ABOVE AND BELOW GRADE UTILITIESINCLUDING POLES, CABLES, WIRES, WATER, GAS, STORM , AND SANITARY FACILITIES, OR WITH THE WRITTENCONCURRENCE OF THE UTILITY OWNER, MAY REMOVE, STORE, REINSTALL AND REPLACE AS NECESSARY. COST FOR SUCHWORK SHALL BE INCIDENTAL TO THE PROJECT.

21. THE CONTRACTOR SHALL MAKE PROVISIONS TO MAINTAIN FLOWS IN ALL SANITARY, STORM, COMBINED SEWERS ANDOVERFLOWS AT ALL TIMES. BYPASS PUMPING MAY BE REQUIRED AND SHALL BE SUFFICIENT TO CONVEY THE FLOWS UNDERALL CONDITIONS INCLUDING WET WEATHER (UNLESS MODIFIED BY THE SPECIFICATIONS) OR ALTERNATE PROVISIONS AREMADE FOR FLOW CONTROL. COST FOR SUCH WORK SHALL BE INCLUDED IN THE APPROPRIATE BID ITEM AS SPECIFIED INSECTION 01270 OF THE SPECIFICATIONS.

22. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION OF THE PROJECT./REFER TO THE GENERAL ANDSUPPLEMENTAL CONDITIONS FOR ADDITIONAL INFORMATION.

3

001-LEGENDS.DWG

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

REMOTE HEAD FOR EMERGENCY BATTERY LIGHT

SWITCH (SINGLE POLE, 2-POLE, 3-WAY, 4-WAY)

MOMENTARY CONTACT SWITCH - CENTER OFF

SPECIAL PURPOSE RECEPTACLE, NEMA TYPE

3/4" CONDUIT TO TELEPHONE TERMINAL CABINET

HEAT DETECTOR

FLOW SWITCH

FIRE ALARM SIGNAL AND STROBE

FIRE ALARM PULL STATION

MOTION DETECTOR

CONNECTION TO EQUIPMENT

AND AMPERE RATING AS INDICATED

MANUAL STARTER WITH PILOT LIGHT

THREE PHASE MAGNETIC STARTER

THREE PHASE COMBINATION MAGNETICSTARTER AND DISCONNECT SWITCH

FSF

MD

F

F

H

S

DATA INFORMATION OUTLET

SMOKE DETECTOR

WALL SPEAKER

RECESSED CEILING SPEAKER

FIRE ALARM SIGNAL

VOLUME CONTROL

RECEPTACLE - 120V

DUPLEX GROUNDED RECEPTACLE - 120V

EXPLOSIONPROOF SIMPLEX GROUNDED

TELEPHONE OUTLET, WALL MOUNT WITH

F

D

V

EXIT LIGHT WITH INDICATING

SWITCH / PILOT LIGHT

DIRECTIONAL ARROW

(LETTER DENOTES TYPE)

POLE MOUNTED FIXTURE(LETTER DENOTES TYPE)

EMERGENCY BATTERY LIGHT

A

PANEL AS INDICATEDLIGHTING OR POWER

CIRCUIT NO.PANEL NO.

BUILDING NO.

AND SYMBOLS ARE USED IN THESE CONTRACT A STANDARD LIST. NOT ALL ABBREVIATIONS

1. THIS LIST OF ABBREVIATIONS SHOWN IS

BUILDING NO.MCC NO.

DRAWINGS.

NOTE:

GENERATOR

010MCC-1010LP1-4

(AUXILIARY CONTACTS - (2a TWO N.O.)(1b ONE N.C.)

(SSRV - INDICATES SOLID STATE REDUCED VOLTAGE)

(FVNR - INDICATES FULL VOLTAGE NON-REVERSING)

(NUMERAL INDICATES NEMA SIZE)

(TSTW - INDICATES TWO SPEED TWO WINDING)

(UPPER NUMERAL INDICATES FRAME SIZE)(LOWER NUMERAL INDICATES TRIP SETTING)(CL - INDICATES CURRENT LIMITING CIRCUIT BREAKER)

(M - INDICATES MOTOR CIRCUIT PROTECTOR)

(NUMERAL INDICATES HORSEPOWER)

(TSTW - INDICATES TWO SPEED TWO WINDING)

(NUMERAL INDICATES NEMA SIZE)

COMBINATION MAGNETIC STARTER WITHMOLDED CASE CIRCUIT BREAKER

MAGNETIC STARTER AND MOLDED CASE CIRCUIT BREAKER(FVNR - INDICATES FULL VOLTAGE NON-REVERSING)

(SSRV - INDICATES SOLID STATE REDUCED VOLTAGE)

(AUXILIARY CONTACTS - (2a TWO N.O.)(1b ONE N.C.)

2a

MOTOR

GROUND

75

21b

FVNR

(OR)

2a

M15

TRANSFORMER

FVNR

21b

600500

CL

GROUND FAULT CIRCUIT INTERRUPTER

NATIONAL ELECTRICAL CODE (ANSI/NFPA-70)

FLUORESCENT FIXTURE - SURFACE OR SUSPENDED

INCANDESCENT OR HID FIXTURE - WALL MOUNTED

GRS GALVANIZED RIGID STEEL

PVC POLY VINYL CHLORIDESWITCH

VOLTS

WEATHERPROOFTRANSFORMER

FLUORESCENT FIXTURE - RECESSED(LETTER DENOTES TYPE)

(LETTER DENOTES TYPE)

FLUORESCENT FIXTURE - WALL MOUNTED(LETTER DENOTES TYPE)

A

A

A

A

XFMR

SW

WP

V

HANDHOLEHIGH INTENSITY DISCHARGEHORSEPOWERJUNCTION BOXKILOVOLT AMPEREKILOWATTLOCAL CONTROL PANELLIGHTING PANELMOTOR CONTROL CENTERMANHOLE

NEUTRALNON FUSED

PHOTOCELL

POWER PANEL

OVERLOAD RELAYNF

PC

PP

OL

MCCMH

NECNEU, N

KVAKWLCPLP

HHHIDHPJ

AMPEREABOVE FINISHED FLOORABOVE FINISHED GRADEAMPERE INTERRUPTING CAPACITYCONTACTOR/CONDUIT/COILCIRCUIT BREAKERCIRCUITDISCONNECTEXPLOSION PROOF

GROUNDGROUND FAULT PROTECTION

C

CKT, CCT

EPGFCIGFPGRD

CB

DISC

AAFFAFGAIC

POWER PANEL

CONDUIT TURNING UP OR TO OBSERVER

FLEXIBLE CONDUIT CONNECTION

HOMERUN CIRCUIT OR CONDUCTORS

DIRECT BURIAL CABLE

MOLDED CASE CIRCUIT BREAKER

UNDERGROUND ELECTRICAL DUCT,CONCRETE ENCASED.

CONDUIT TURNING DOWN OR AWAY FROM OBSERVER

(TTC - INDICATES TELEPHONE)(ITC - INDICATES INSTRUMENTATION)

E

CONDUIT STUB

HANDHOLE

MANHOLE

GROUND ROD

HH

MH

JUNCTION BOX

MOTOR

TERMINAL CABINET

NON-FUSED DISCONNECT SWITCH

SINGLE PHASE MAGNETIC STARTER

(NUMERAL INDICATES SWITCH RATING)

UNLESS OTHERWISE INDICATEDFUSED DISCONNECT SWITCH - 3 POLE

(UPPER NUMERAL INDICATES SWITCH RATING)(LOWER NUMERAL INDICATES FUSE RATING)

TRANSFORMER

LIGHTING PANEL

6040

30

SURVEILLANCE CAMERA

3-PHASE MANUAL MOTOR SWITCH

SWITCHGEARSWGR

PMT PADMOUNT TRANSFORMERPMG PADMOUNT GEAR

MV MEDIUM VOLTAGE MANHOLE

HF HARMONIC FILTER

VFD VARIABLE FREQUENCY DRIVE

TVSS TRANSIENT VOLTAGE SURGE SUPPRESOR

(FVR - INDICATES FULL VOLTAGE REVERSING)

(FVR - INDICATES FULL VOLTAGE REVERSING)

(TSSW - INDICATES TWO SPEED SINGLE WINDING)

(CONT - INDICATES CONTACTOR)

S FIRE ALARM STROBE

I INFORMATION OUTLET


NOTE:

ELECTRICAL ABBREVIATIONS AND SYMBOLS

ABBREVIATIONS PLAN SYMBOLS

ONE-LINE SYMBOLS

PANEL BOARDS MOTOR CONTROL CENTER

ELEC

TRIC

AL

LEG

END

001-G-3

RC

RC

JAB

4

POLA

ND

RO

AD

PUM

PST

ATI

ON

SITE

REM

OVA

LPL

AN

002-CR-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

002CR1.DWG

PLAN NOTES:1. SANITARY MANHOLE

RIM: 618.698" E INV: ~605.0012" N INV: ~596.0012" S INV: 595.70

2. ABANDON PIPE TO REMAIN IN PLACE SHALL BE BULKHEADEDPER DETAIL

3. SALVAGE RADIO ANTENNA, SCADATA RTU, AND AUTOMATICTELEPHONE DIALER FROM EXISTING CONTROLS. REMOVEEXISTING CONTROL PANEL. RE-ROUTE EXISTING PHONE LINEUSED FOR DIALER TO NEW CONTROL PANEL.

4. REMOVE EXISTING ELECTRICAL EQUIPMENT RACK AND ALLEQUIPMENT ON RACK. SIZE AND LOCATION SHOWN ISAPPROXIMATE. REFER TO DETAIL BELOW.

4'0

CONTROL POINT 4:SPIKE NAILN: 1281501E: 1180879

100POLAND ROAD PUMP STATION

WET WELL

12" SAN

12" SAN

8"SA

N

CONNECT NEW FORCE MAIN TOEXISTING

1

PROTECT 8" SAN WHENREMOVING EXISTING VALVEVAULTABANDON 10" SAN BETWEEN

EXISTING VAULT ANDCONNECTION POINT TOEXTENTS SHOWN

C535

2

3

4

GENERAL NOTES:1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

EQUIPMENT RACKREMOVAL DETAIL E102NTS 002-CR-1

E102

REMOVE GRAVEL TO LIMITSSHOWN AS NEEDED FORCONSTRUCTION

5

POLA

ND

RO

AD

PUM

PST

ATI

ON

CIV

ILFA

CIL

ITIE

SA

ND

PIPI

NG

PLA

N

002-CFP-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

002CP1.DWG

NORTH VERMILION STREET

- GRAVEL DRIVEWAY -

EDGE OF PAVEMENT

EDGE OF PAVEMENT

- GRASS -

- GRASS -

EDGE OF PAVEMENT

- SIDEWALK -

AERIAL LINES

- CONC ENTRANCE -

- SIDEWALK -

TREELINE- THICK VEGETATION -

- THICK VEGETATION -

619.00

619.00

620.00

621.00

621.00

618.

00

STORM MANHOLERIM: 620.3912" N INV: 616.1012" SE INV: 608.00

SEE 002-CFP-2 FOR ENLARGEMENT

BENCHMARK "B"MAG NAIL IN EAST FACE OFTRANSMISSION POLEELEV: 621.32

CONTROL POINT 3:SPIKE NAILN: 1281651.49E: 1180880.94

SANITARY MANHOLERIM: 622.1310" N INV: 614.4010" W INV: 614.4010" S INV: 614.20

STORM MANHOLERIM: 621.9410" NW INV: 618.2012" S INV: 618.10

10" SAN

10'0


2. ALL DISTURBED AREAS NOT COVERED BY PAVING OR OTHERWISENOTED SHALL BE RESTORED WITH TOP SOIL, MULCH, AND SEEDPER DETAIL

3. CONSTRUCT RETAINING WALL AT LOCATION SELECTED BY OWNER.SEE PLAN DETAIL SHEET BY CITY OF DANVILLE ATTACHED TOTHESE DRAWINGS.

C050

APPROXIMATE SEWEREASEMENT BOUNDARY

EASEMENT BOUNDARY

6

jpisula

Typewriter

SEE SHEET 40.

POLA

ND

RO

AD

PUM

PST

ATI

ON

CIV

ILFA

CIL

ITIE

SA

ND

PIPI

NG

PLA

N

002-CFP-2

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

002CP1.DWG

GENERAL NOTES:

PLAN NOTES:1. 8" THICK CRUSHED AGGREGATE PAVEMENT PER DETAIL .

FINISHED GRADE TO MATCH EXISTING.

2. SANITARY MANHOLE, EXISTINGRIM: 618.698" E INV: ~605..0012" N INV: ~596.0012" S INV: 595.704" NE INV: 609.00 (NEW)

3. ALL JOINTS IN WET WELL TO BE LINED WITH CEMENTITIOUS GROUT.

4'0



WET WELL


VALVE VAULT

1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.

2. ALL DISTURBED AREAS NOT COVERED BY PAVING OR OTHERWISE NOTEDSHALL BE RESTORED WITH TOP SOIL, MULCH, AND SEED PER DETAIL

3. REFER TO DETAILS , , AND FOR TYPICAL TRENCHAND PIPING DETAILS.

10" SAN

12" SAN

12" SAN

8"SA

N

CONNECT NEW FORCE MAIN TOEXISTING

C130

1

1

1

2

C050

C500 C505 C507

3

IDOT ROW

10" MJ 45 DEG ELBOWINV. 612.00

APPROX. EASEMENT BOUNDARY

APPROXIMATESEWER EASEMENTBOUNDARY

NEW

MODIFY

7

POLA

ND

RO

AD

FOR

CE

MA

INA

IRR

ELIE

FVA

LVE

REP

LAC

EMEN

T

002-CP-3

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

002CP2.DWG

NOT TO SCALE

POLAND ROAD

POLAND ROADPUMP STATION

ARV-1

ARV-2

ARV-3ARV-4

GENERAL NOTES:1. LOCATION OF ARV'S SHOWN IS APPROXIMATE.

PLAN NOTES:1. CONTRACTOR TO REPLACE AIR RELIEF VALVE

COMPONENTS AS SHOWN IN DETAIL C410

FER

ND

ALE

AVEN

UE

1

1

11

8

POLA

ND

RO

AD

PUM

PST

ATI

ON

ELEC

TRIC

AL

AN

DIN

STR

UM

ENTA

TIO

NPL

AN

002-EN-1

RWC/RJN

RWC/RJN

JAB/BMB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

002EN1.DWG

GENERAL NOTES:

PLAN NOTES:1. MAINTAIN A MINIMUM OF 8'-0" BETWEEN EQUIPMENT RACK AND

PADMOUNTED GENERATOR.

2.

3.

4.

5.

6.

7.

8. SEE FOR EQUIPMENT RACK DETAIL.


10. EQUIPMENT RACK SHALL MAINTAIN A MINIMUM DISTANCE OF 3'-0"FROM WET WELL.

11. SEE FOR GENERATOR GROUNDING DETAIL.

12. THERE SHALL BE A MINIMUM OF 3' 6" OF WORK SPACE IN FRONTOF SPLICEBOXES ON EQUIPMENT RACK. COORDINATE RACKLOCATION ACCORDINGLY.

13. GENERATOR PAD SEE .

13. SEE FOR PAD FOR VFDS. EACH VFD SHALL HAVE A 4"HOUSEKEEPING PAD AS WELL.

4'0


WET WELL


VALVE VAULT


8"SA

N

UTILITYMETER

100-LCP-0101

100-VFD-0101

100-VFD-0102100-SPD-1

100PP-1

100-MCB-1

100-SBX-0100

B007-DS-1

A007-DS-1

C007-DS-1

E007-DS-1

F007-DS-1

G007-DS-1

005

001

002

004

INDEX

NA100-LCP-0101001NA100-VFD-0101002 0018 #14 100-LCP-0101 RACK MOUNT

DETAILTAG NAME INDEXWIRING DESTINATION COMMENTS

0012 SH PR 100-LCP-0101

RACK MOUNT

NA100-VFD-0102003 0018 #14 100-LCP-0101 RACK MOUNT0012 SH PR 100-LCP-0101

NA100-SPD-1004 0012 #14 100-LCP-0101 RACK MOUNTNA100-EG-1005 0018 #14 100-LCP-0101 RACK MOUNTNA100-ATS-1006 0014 #14 100-LCP-0101

N731ANTENNA007 0011 RG-58 100-LCP-0101

E300

E301

003 100-SBX-0101

100-SBX-0102

100PP1-12

100PP1-1,3,5

100PP1-2,4,6

100PP1-38,40,42

COOLANT HEATER

100PP1-8

BATTERY CHARGER

BATTERY HEATER

GENERATOR HEATER

100PP1-11

100PP1-9

100PP1-10

1

100-EG-1

2

3

D007-DS-1

7

4

5

A

6100-ATS-1

8

100PP1-13

9

UTILITY POLE

10

E401

12

K007-DS-1

S346

13

S346

13

0011 SH TR 100-LCP-0101

0011 SH TR 100-LCP-0101

9

3. SEE DRAWING 40 FOR MASONRY WALL

MASONRY WALL, SEE DRAWING 40

WA

L-M

AR

TPU

MP

STA

TIO

NSI

TER

EMO

VAL

PLA

N

003-CR-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

003CR1.DWG

4'0

REMOVAL ALL EXISTING CHAIN LINK FENCE

OVERHEAD ELECTRIC

SANITARY MANHOLE "A"RIM: 673.902" NW INV: 668.608" S INV: 665.108" N INV: 665.20

8" SAN

1

1


2. SEE 200 SERIES DRAWINGS FOR SPECIFIC REMOVAL REQUIREMENTS.

3. WHERE EQUIPMENT IS INDICATED TO BE REMOVED, REMOVE ALLASSOCIATED POWER AND CONTROL WIRING AND CONDUIT BACK TOSOURCE. WHERE CONDUIT SYSTEM CONTAINS CIRCUITS TO OTHEREQUIPMENT THAT REMAINS, RETAIN THESE CIRCUITS AND RELOCATEEXISTING CONDUIT AND EXTEND EXISTING CIRCUITS AS REQUIRED FORINSTALLATION OF NEW EQUIPMENT.

200WAL-MART PUMP STATION

WET WELL

PUMP AROUNDVAULT EXISTING AGGREGATE PAVEMENT

PLAN NOTES:1. WHILE CONTRACTOR IS REHABILITATING THE PUMP STATION,

CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BYPASSPUMPS IN MANHOLES INDICATED. MANHOLE TO THE EAST ISAPPROXIMATELY 230 FT EAST OF LIFT STATION. ROUTE TEMPORARYBYPASS PUMPS' DISCHARGE HOSES TO EXISTING PUMP AROUNDVAULT AND CONNECT TO EXISTING QUICK DISCONNECT COUPLING.REMOVE PUMP AROUND VAULT AFTER NEW PUMP STATION ISOPERATIONAL.

2. REMOVE ALL EXISTING 6' HIGH CHAIN LINK FENCE AND GATES.

3. REMOVE EXISTING 6" FORCE MAIN PIPING AFTER PUMP STATION ISOPERATIONAL. SEE SPECIFICATION SECTION 01110.

4. ABANDONED PIPE TO REMAIN IN PLACE SHALL BE BULKHEADED PERDETAIL

5. SALVAGE RADIO ANTENNA, SCADATA RTU, AND AUTOMATICTELEPHONE DIALER FROM EXISTING CONTROLS. REMOVE EXISTINGCONTROL PANEL. RE-ROUTE EXISTING PHONE LINE USED FORDIALER TO NEW CONTROL PANEL.

6. REMOVE EXISTING ELECTRICAL EQUIPMENT RACK AND ALLEQUIPMENT ON RACK. SIZE AND LOCATION SHOWN IS APPROXIMATE.REFER TO DETAIL BELOW.

115

FT

18 FT

12FT

2

2

2

3

4

6" SAN

8" SAN

C535

5

6

EQUIPMENT RACKREMOVAL DETAIL E200NTS 003-CR-1

E200

10

WA

L-M

AR

TPU

MP

STA

TIO

NC

IVIL

FAC

ILIT

IES

AN

DPI

PIN

GPL

AN

003-CFP-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

003CP1.DWG

10'0

- GRAVEL DRIVEWAY -

EDGE OF PAVEMENT

EDGE OF PAVEMENT

NORTH VERMILION STREET

EDGE OF PAVEMENT

BIT.

GENERAL NOTES:

STORM MANHOLERIM: 674.418" W INV: 669.3015" N INV: 669.30

ENTRANCE

EXISTING 6" FORCE MAIN

CP "1"

CONTROL POINT 2:SPIKE NAILN = 1288749E = 1180482

672.00

671.00

670.00

673.00

674.00

675.00

676..00

677.00678.00

679.00

675.00

673.00

672.00

671.00

670.00

669.00

668.00

667.00

672.00

SEE 003-CFP-2 FOR ENLARGEMENT

15" STM

8" SAN

PROTECTWOOD FENCE

BENCHMARK "A"MAG NAIL IN SOUTH FACE OF UTILITY POLEELEV: 670.00



2. ALL DISTURBED AREAS NOT COVERED BY PAVING OR OTHERWISE NOTEDSHALL BE RESTORED WITH TOP SOIL, MULCH, AND SEED PER DETAIL C050

11

WA

L-M

AR

TPU

MP

STA

TIO

NC

IVIL

FAC

ILIT

IES

AN

DPI

PIN

GPL

AN

003-CFP-2

WJG

WJG

JVP

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

003CP1.DWG

4'0

EXISTING CHAIN LINK FENCE. REMOVE &

OVERHEAD ELECTRIC


PLAN NOTES:

8" SAN

1. WHILE CONTRACTOR IS REHABILITATING THE PUMP STATION, CONTRACTORSHALL FURNISH AND INSTALL TEMPORARY BYPASS PUMPS IN MANHOLESINDICATED. MANHOLE TO THE EAST IS APPROXIMATELY 230 FT EAST OF LIFTSTATION. ROUTE TEMPORARY BYPASS PUMPS' DISCHARGE HOSES TO EXISTINGPUMP AROUND VAULT AND CONNECT TO EXISTING QUICK DISCONNECTCOUPLING. REMOVE PUMP AROUND VAULT AFTER NEW PUMP STATION ISOPERATIONAL.

2. CUT EXISTING 6" FORCE MAIN AND INSTALL NEW 6" TEE WITH MECHANICAL PLUG.ABANDON AND CAP EXISTING FORCE MAIN.

3. CHAIN LINK FENCE PER DETAIL

4. 3 FT WIDE MAN-GATE

5. 20 FT WIDE DOUBLE SWING GATE IN FENCE (TWO 10-FOOT SWING PANELS) PERDETAIL

6. 8" THICK CRUSHED AGGREGATE PAVEMENT TO LIMITS SHOWN PER DETAILFINISHED GRADE TO MATCH EXISTING.

1

1

672.00


2. ALL DISTURBED AREAS NOT COVERED BY PAVING SHALL BE RESTOREDWITH TOP SOIL, MULCH AND SEED PER DETAIL

3. REFER TO DETAILS , , AND FOR TYPICAL TRENCHAND PIPING DETAILS.

201WALMART PUMP STATION

VALVE VAULT


WET WELL

PUMP AROUNDVAULT

6"SAN

FM

6" MJ 45 DEG ELBOWINV. 667.78

2

4

3 FT

7.00'

1 FT

28.00

'

27.00'

3.00'

3.00'

C700

C707

3

3

5

C130

EXISTING AGGREGATE PAVEMENT

6

11.00

'

1

C050

C500 C505 C507

REPLACE EXISTING WITH NEW VINYL COATEDFENCE AS PER SPEC. SECTION 02831.

12

WA

L-M

AR

TPU

MP

STA

TIO

NEL

ECTR

ICA

LA

ND

INST

RU

MEN

TATI

ON

PLA

N

003-EN-1

RWC/RJN

RWC/RJN

JAB/BMB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

003EN1.DWG

4'0

OVERHEAD ELECTRIC


PLAN NOTES:

8" SAN

1.

2.

3.

4. COORDINATE WITH NEW UNDERGROUND UTILITY FEED.


6. SEE .

7. THERE SHALL BE A MINIMUM OF 3' 6" OF WORK SPACE IN FRONT OF SPLICEBOXESON EQUIPMENT RACK. COORDINATE RACK LOCATION ACCORDINGLY.

8. COORDINATE ROUTE OF DUCT BANK WITH OWNER PRIOR TO INSTALLATION.



VALVE VAULT


WET WELL

PUMP AROUNDVAULT EXISTING AGGREGATE PAVEMENTUTILITY

METER

200-MCB-1

200-MTS-1

200-SPD-1

GENERATORRECEPTACLE

200-SBX-0201

200-SBX-0202

200-SBX-0200

H007-DS-1

1I

007-DS-1

J007-DS-1

2

3200-LCP-0201

4

E302

5E033

6

INDEX

NA200-LCP-0101011


RACK MOUNTNA200-SPD-1012 0112 #14 200-LCP-0201 RACK MOUNTN731ANTENNA013 0111 RG-58 200-LCP-0201

011

012

013

7

L00

7-D

S-18

13

X X X X X X X

XX

XX

X

XX

XX

XX

XX

XX

X

VER

MIL

ION

GA

RD

ENS

PUM

PST

ATI

ON

CIV

ILFA

CIL

ITIE

SPL

AN

004-CF-1

WJG

WJG

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

004CP1.DWG

2'0


2. LOCATIONS AND DIMENSIONS ARE APPROXIMATE.

3. ALL DISTURBED AREAS NOT COVERED BY PAVING OR OTHERWISE NOTEDSHALL BE RESTORED WITH TOP SOIL, MULCH, AND SEED PER DETAIL

301VERMILION GARDENS

PUMP STATIONWET WELL

300VERMILION GARDENS

PUMP STATIONDRY WELL

EXISTING CONTROL PANEL AND OTHERELECTRICAL APPURTENANCES TO REMAIN

C050

SEE DRAWING 300-M-1

SEE DRAWING 301-S-1

14

ELEC

TRIC

AL

DIS

TRIB

UTI

ON

ON

E-LI

NE

DIA

GR

AM

007-E-1

RWC

RWC

JAB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

007EX1.DWG

POLAND RD.PUMP STATIONONE-LINE DIAGRAMNTS

240V/120V, 3PH, 4W, 200A, 20,000 AIC

TRANSFERAUTOMATIC

100-ATS-1SWITCH

4#3/

0,1#

6G

RD

,2"C

240V, 3PH, 4W, 200A, 20,000 A.I.C.

10'10'

GROUND RODS

PIPINGCONNECT TO PROCESS

(TYP)

10' 1#4

1#4

GRD.

METER BY ELECTRICUTILITY

METER CABINET BYCONTRACTOR INACCORDANCE WITHELECTRIC UTILITYSTANDARDS.

4#4/

0,1#

4G

RD

,2"C

200A

100-MCB-1

2

SPARE 4" CONDUIT

CONTRACTOR SHALL PROVIDE SUFFICIENT CONDUCTORLENGTH FOR UTILITY TO CONNECT CONDUCTORS TO

STUB AND CAPSPARE CONDUIT

4#3/0, 1#6 GRD, 2"C

TRANSFORMER. COORDINATE WITH ELECTRIC UTILITY.SEE E100

1

200AT200AF

200AT200AF

SPD

-

100AF100AT

HPI

CAB

LE2"

C

SU

RG

EP

RO

TEC

TIVE

DEV

ICE

NO

.110

0-S

PD-1

100PP-1

VE

ND

OR

-FU

RN

ISH

EDC

ABLE

-

150AF130AT

3#1,

1#6

GR

D,1

1/2"

C

100-VFD-0101

3#1,

1#6

GR

D,1

1/2"

C

E033

SPL

ICE

BOX

SEE

40

PO

LAN

DR

OAD

PU

MP

NO

.110

0-p-

0101

VE

ND

OR

-FU

RN

ISH

EDC

ABLE

-

150AF130AT

3#1,

1#6

GR

D,1

1/2"

C

100-VFD-0102

3#1,

1#6

GR

D,1

1/2"

C

E033

SPL

ICE

BOX

SEE

40

PO

LAN

DR

OAD

PU

MP

NO

.210

0-P

-010

2

99 FLA 99 FLA

METER NO. 92469927120/240V, 3-PH, 4-W2-POT OPEN DELTASECONDARY

22,000

MAIN BUS

MAIN BREAKER

GRD. BUS

20/1

130/3

8

10

6

2

4

20/1

20/1

20/1

20/1

20/1

20/1

22

14

18

20

16

12

20/1

225A

200A

PANEL SCHEDULEWIRE

4X

43V,240120 /

SURFACE

PHASE,

MOUNTED NEMA POLAND RD. PUMP STATION

BATTERY HEATER

COOLANT HEATER

100-LCP-0101

SPARE

SPARE

1

RATING A.I.C.

POLAND ROAD PUMP NO. 1

GENERATOR HEATER

CONTROL PANEL 100-LCP-0101

5

7 20/1

3 130/3

BATTERY CHARGER

SPARE

OUTDOOR LIGHT

11 20/1

13

15

20/1

20/1

SPARE17 20/1

21 20/1

20/119

9 20/1

225A

20/1

20/1

20/1

20/1

20/1

20/1

36

34

30

32

28

24

26

100/3 40

42

38

20/1

--- -

23

25

20/1

20/1

27 20/1

31 20/1

33 20/1

20/129

37 20/1

41

39

20/1

20/1

20/135

TOTALS:

100PP-1

2

SURGE PROTECTIVE DEVICENO. 1100-SPD-1

100-P-0101POLAND ROAD PUMP NO. 2100-P-0102

4#3/

0,1#

6G

RD

,2"C

PLAN NOTES:1. CONTRACTOR SHALL PROVIDE A PERMANENT SIGN ON 100-MCB-1

AND 100-PLC01 INDICATING THE CONFIGURATION OF INCOMING 240VOLT, 3 PHASE ELECTRIC SERVICE.

2. ALL EQUIPMENT ON EQUIPMENT RACKS SHALL BE IN NEMA 4XENCLOSURES. ENCLOSURES SHALL HAVE A DEAD FRONT OUTERPANEL SO THAT THERE ARE NO CONTROLS OR DISCONNECTSACCESIBLE WITHOUT OPENING OUTER DOOR OF ENCLOSURE.

3. PROVIDE HARMONIC FILTER IN SAME WEATHERPROOF ENCLOSUREAS VFD.

4. SEE FOR GENERATOR GROUNDING DETAIL.

5. COORDINATE CONDUIT SIZE WITH CABLE.

100KW

OUTDOOR DIESELGENERATOR INWEATHERPROOFENCLOSURE

4#3/0, 1#6 GRD, 2"C

3 3

PVC CONDUIT

POLE DETAIL E100NTS 007-E-1

ELECTRICAL DUCTCONCRETE ENCASED

ON CONDUCTORS.

FINISH GRADE

GRS ADAPTOR

PVC-COATED GRS

PVC TO PVC-COATED

CONDUIT STRAPSUPPORT RACK

STUB-UP CONDUITS ANDCONDUCTORS 10' ABOVEGRADE. CAP SPARE CONDUIT.PROVIDE WEATHERPROOFCONDUIT BREAK-OUT BOOT

10'

EXISTING UTILITY POLE NEU.

1

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

E606

4

GENERAL NOTES:1. SEE SECTION 01110 FOR PROJECT CONSTRAINTS.

5

15

ELEC

TRIC

AL

DIS

TRIB

UTI

ON

ON

E-LI

NE

DIA

GR

AM

007-E-2

RWC

RWC

JAB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

007EX1.DWG

TRANSFERMANUAL

200-MTS-1SWITCH

4#3/

0,1#

6G

RD

.2"C

.

240V, 3PH, 4W, 200A, 20,000 A.I.C.

WAL-MART PUMP STATIONONE-LINE DIAGRAMNTS

METER BY ELECTRICUTILITY

METER CABINET BYCONTRACTOR INACCORDANCE WITHELECTRIC UTILITYSTANDARDS.

4#3/

0,1#

6G

RD

.2"C

.

240V, 3PH, 3W, 200A, 20,000 A.I.C.

200A

200-MCB-1

3

2

CONTROL PANEL 200-LCP-0101NEMA 4X PUMP STATION

VE

ND

OR

-FU

RN

ISH

EDC

ABLE

2a 1b

30M

FVNR

1

3#10

,1#1

2G

RD

.1"C

.

7 1/2

E033

WAL

MAR

TPS

PU

MP

NO

.120

0-P

-020

1

SPL

ICE

BOX

SEE

VE

ND

OR

-FU

RN

ISH

EDC

ABLE

2a 1b

30M

FVNR

1

3#10

,1#1

2G

RD

.1"C

.

7 1/2

E033

WAL

MAR

TPS

PU

MP

NO

.220

0-P

-020

2

SPL

ICE

BOX

SEE

SPD

100AF60AT

HPI

CAB

LE2"

C

200-

SPD

-1

4#3/

0,1#

6G

RD

.2"C

.

GRD.

55

200AT200AF

200AT200AF

22 FLA 22 FLA

PLAN NOTES:1. CONTRACTOR TO COORDINATE OVERLOAD SETTINGS WITH PUMP

MANUFACTURER.

2. MANUAL TRANSFER SWITCH SHALL BE IN A NEMA 4X ENCLOSURE,ENCLOSURE SHALL HAVE A DEAD FRONT OUTER PANEL SO THATTHERE ARE NO CONTROLS OR DISCONNECTS ACCESSIBLEWITHOUT OPENING OUTER DOOR OF ENCLOSURE.

3. GENERATOR RECEPTACLE FOR PORTABLE GENERATOR.COORDINATE GENERATOR RECEPTACLE SIZE AND TYPE WITHOWNER. GENERATOR RECEPTACLE SHOULD BE COMPATIBLE WITHOWNERS EXISTING PORTABLE GENERATOR.

4. ALL EQUIPMENT ON EQUIPMENT RACKS SHALL BE IN NEMA 4XENCLOSURES. ENCLOSURES SHALL HAVE A DEAD FRONT OUTERPANEL SO THAT THERE ARE NO CONTROLS OR DISCONNECTSACCESIBLE WITHOUT OPENING OUTER DOOR OF ENCLOSURE.

5. CONTRACTOR SHALL PROVIDE A PERMANENT SIGN ON 200-MCB-1AND 100PP-1 INDICATING THE CONFIGURATION OF INCOMING 240VOLT, 3 PHASE ELECTRIC SERVICE.

6. GROUND GENERATOR SIMILAR TO THAT OF DETAIL .REPLACE GENERATOR WITH GENERATOR RECEPTACLE AND AUTOTRANSFER SWITCH WITH MANUAL TRANSFER SWITCH IN DETAIL.

7. COORDINATE CONDUIT SIZE WITH CABLE.

1 1

GROUND RODS(TYP)

1#410'

10' 10'

1#4

GRD.

NEU.

CONNECT TOPROCESS PIPING

4

E606

6

7

GENERAL NOTES:1. SEE SECTION 01110 FOR PROJECT CONSTRAINTS.

4#3/

0,1#

6G

RD

.2"C

.

SPARE 4" CONDUIT

CONTRACTOR SHALL PROVIDE SUFFICIENT CONDUCTORLENGTH FOR UTILITY TO CONNECT CONDUCTORS TO

STUB AND CAPSPARE CONDUIT

4#3/0, 1#6 GRD, 2"C

TRANSFORMER. COORDINATE WITH ELECTRIC UTILITY.SEE E101

PVC CONDUIT

POLE DETAIL E101NTS 007-E-2

ELECTRICAL DUCTCONCRETE ENCASED

ON CONDUCTORS.

FINISH GRADE

GRS ADAPTOR

PVC-COATED GRS

PVC TO PVC-COATED

CONDUIT STRAPSUPPORT RACK

STUB-UP CONDUITS ANDCONDUCTORS 10' ABOVEGRADE. CAP SPARE CONDUIT.PROVIDE WEATHERPROOFCONDUIT BREAK-OUT BOOT

10'

EXISTING UTILITY POLE

16

ELEC

TRIC

AL

DIS

TRIB

UTI

ON

DU

CT

BA

NK

SCH

EDU

LE

007-DS-1

RWC

RWC

JAB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

007EX1.DWG

1 4" UTILITY METER UTILITY POLE POWER - 240VSIZENUMBER FROM TO CONTENTS REMARKS

2 4" UTILITY METER UTILITY POLE SPAREDIRECT BURIED CONDUITSEE DETAIL E210

6" MIN.

CONDUIT SECTION ANTS 002-EN-1

1 2

3 2" 100-PLC-1 100-EG-1 CONTROL CONDUIT

4 2" 100-PLC-1 100-EG-1 ANALOG CONDUIT PVC COATED GRS

DIRECT BURIED CONDUITSEE DETAIL E210

6" MIN.

CONDUIT SECTION BNTS 002-EN-1

3 4

7


8

6" MIN.

CONDUIT SECTION CNTS 002-EN-1

5 6

5 4" 100-ATS-1 100-EG-1 POWER - 240V

6 4" 100-ATS-1 100-EG-1 SPARE TERMINATE INSIDE GEN. ENCLOSURE

7 2" 100PP-1 100-EG-1 POWER - 120V

8 2" 100-ATS-1 100-EG-1 CONTROL CONDUIT

9 2" 100-SBX-0100 WET WELL CONTROL CONDUIT

10 2" 100-SBX-0100 WET WELL ANALOG CONDUIT PVC COATED GRS

11 4" 100-SBX-0101 100-P-0101 POWER - 240V

12 2" 100-SBX-0101 100-P-0101 CONTROL CONDUIT


6" MIN.

11 12

13 4" 100-SBX-0102 100-P-0102 POWER - 240V



6" MIN.

13 14


CONDUIT SECTION ENTS 002-EN-1

15

18 2" 200-SBX-0200 WET WELL CONTROL CONDUIT

19 2" 200-SBX-0200 WET WELL ANALOG CONDUIT PVC COATED GRS

20 4" 200-SBX-0201 200-P-0201 POWER - 240V


22 4" 200-SBX-0202 200-P-0202 POWER - 240V



6" MIN.

9 10

CONDUIT SECTION DNTS 002-EN-1

15 2" 100-ATS-1 100-LCP-0101 CONTROL CONDUIT


CONDUIT SECTION FNTS 002-EN-1

16

16 2" 100PP-1 100-VFD-0101 POWER - 240V


CONDUIT SECTION GNTS 002-EN-1

17

17 2" 100PP-1 100-VFD-0102 POWER - 240V


6" MIN.

CONDUIT SECTION HNTS 003-EN-1

18 19


6" MIN.

CONDUIT SECTION INTS 003-EN-1

20 21


6" MIN.

CONDUIT SECTION JNTS 003-EN-1

22 23

24 2" 100-SPD-1 100-LCP-0101 CONTROL CONDUIT


6" MIN.

CONDUIT SECTION KNTS 002-EN-1

24 25

25 2" 100PP-1 100-LCP-0101 POWER - 120V

26 4" UTILITY METER UTILITY POLE POWER - 240V

27 4" UTILITY METER UTILITY POLE SPARE


6" MIN.

CONDUIT SECTION LNTS 003-EN-1

26 27

17

POLA

ND

RO

AD

PUM

PST

ATI

ON

REM

OVA

LPL

AN

S

100-R-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

100R1.DWG

A100-R-2

A100-R-2

B10

0-R

-2B

100-

R-2

A100-R-2

A100-R-2

B10

0-R

-2B

100-

R-2

LOWER PLAN4'3'0

UPPER PLAN4'3'0

12" SANSEE 002-CFP-1 FORCONTINUATION

GENERAL NOTES:1. PUMP STATION WET WELL IS A

2. AREA AROUND WET WELL HATCHES ARE A

FROM 18 INCHES ABOVE AND 3 FT OUT FROM HATCH

3. WET WELL VENT PIPE IS A

IN A 3 FT SPHERE AROUND THE VENT. AN ADDITIONAL

IS LOCATION FOR AN ADDITIONAL 2 FT BEYOND THEINITIAL SPHERE FOR A TOTAL 5 FT SPHERE RATED AREA.

4. FIELD VERIFY DIMENSIONS AND ELEVATIONS PRIOR TOCONSTRUCTION AND/OR FABRICATION.

5. REMOVE ALL CONCRETE ANCHORS, ANCHOR BOLTS ANDOTHER EMBEDMENTS A MINIMUM OF 1" BEYOND FINISHEDSURFACE AND PATCH SURFACE WITH PATCHING MORTARTO MATCH EXISTING.

6. WHERE EQUIPMENT IS INDICATED TO BE REMOVED,REMOVE ALL ASSOCIATED POWER AND CONTROL WIRINGAND CONDUIT BACK TO SOURCE. WHERE CONDUITSYSTEM CONTAINS CIRCUITS TO OTHER EQUIPMENT,RETAIN THESE CIRCUITS AND RELOCATE EXISTINGCONDUITS AND EXTEND EXISTING CIRCUITS AS REQUIREDFOR THE INSTALLATION OF NEW EQUIPMENT. PLUG ALLPIPE AND CONDUITS AT FLOOR AND WALL PENETRATIONSWITH NON-SHRINK GROUT WHERE OPENINGS ARE LESSTHAN 12" DIAMETER.

CLASS I, DIVISION 1,GROUP D

HAZARDOUS CLASSIFIEDLOCATION







PLAN NOTES:1. REMOVE PUMPS, PIPING, CONTROLS, AND ASSOCIATED

ELECTRICAL COMPONENTS AS SHOWN FROM WET WELLAND VALVE VAULT.

1 1

1 1

1

REMOVE VALVE VAULT STRUCTURE

REMOVE VALVE VAULT STRUCTURE

REMOVE FIBERGLASS ENCLOSURE

SAWCUT AND REMOVE TOP OFWALL, SLAB, AND ADDITIONALCONCRETE PAD SURROUNDINGWET WELL AS REQUIRED FORINSTALLATION OF NEW TOP SLAB

REMOVE VALVE VAULT DRAINPIPING. PLUG AT WET WELLPER DETAIL S372

18

POLA

ND

RO

AD

PUM

PST

ATI

ON

REM

OVA

LSE

CTI

ON

S

100-R-2

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

100R1.DWG

SECTION A100-R-1

8'3'0

SECTION B100-R-1

8'3'0

POLAND ROADPUMP NO. 1100-P-0101

EL 586.67

EL 618.55EL 618.55

12" SANINV 595.59

12" SANINV 595.59

6'-0"'

GENERAL NOTES:1. LIFT STATION WET WELL IS A







5. REMOVE ALL CONCRETE ANCHORS, ANCHOR BOLTS ANDOTHER EMBEDMENTS A MINIMUM OF 1" BEYOND FINISHEDSURFACE AND PATCH SURFACE WITH PATCHING MORTARTO MATCH EXISTING.










PLAN NOTES:1. REMOVE PUMPS, GUIDE RAILS PIPING, CONTROLS, AND

ASSOCIATED ELECTRICAL COMPONENTS AS SHOWN FROMWET WELL AND VALVE VAULT.

1

1

1

REMOVE VALVEVAULT STRUCTURE

REMOVE FIBERGLASSENCLOSURE

1

1

1


REMOVE EXISTING VALVEVAULT DRAIN PIPING.PATCH WET WELL PERDETAIL S372

SAWCUT AND REMOVETOP OF WALL, SLAB,AND ADDITIONALCONCRETE PADSURROUNDING WETWELL AS REQUIREDFOR INSTALLATION OFNEW TOP SLAB

SAWCUT AND REMOVETOP OF WALL, SLAB,AND ADDITIONALCONCRETE PADSURROUNDING WETWELL AS REQUIREDFOR INSTALLATION OFNEW TOP SLAB

19

POLA

ND

RO

AD

PUM

PST

ATI

ON

WET

WEL

LPL

AN

S

100-SM-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

100SM1.DWG

A100-SM-2

A100-SM-2

B10

0-S

M-2

B10

0-S

M-2

A100-SM-2

A100-SM-2

B10

0-S

M-2

B10

0-S

M-2

LOWER PLAN4'3'0

UPPER PLAN4'3'0

















3'-0"X5'-0" DOUBLE LEAF AL DRAINAGETYPE ACCESS HATCH. DRAIN INTO WETWELL BELOW. COORDINATE ACTUALLOCATION WITH PUMPMANUFACTURER.

4" V PER DETAIL M701

10" SAN FMSEE 002-CFP-1 FORCONTINUATION

1


PLAN NOTES:1. 4" D, SEE 002-CFP-1 FOR CONTINUATION

2. DRAIN IN WET WELL PER DETAIL

3. WALL PENETRATION PER DETAIL


8'-2

"

2

P230

M126

3

3

20

POLA

ND

RO

AD

PUM

PST

ATI

ON

WET

WEL

LSE

CTI

ON

S

100-SM-2

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

100SM1.DWG

SECTION A100-SM-1

8'3'0

SECTION B100-SM-1

8'3'0







4. REINFORCEMENT SHOWN #5@12" UNLESS NOTEDOTHERWISE.









10" SAN FMINV 612.00


EL 586.67

EL 618.55



4" DINV ~607.50

12" SANINV 595.59

2" GUIDE RAILS PERMANUFACTURERRECOMMENDATION

12" SANINV 595.59

6'-0"'

1'-0

"1'

-4"

EL 618.55

1'-0

"1'

-4"

HATCH

#4@18" DRILL ANDGROUT TYP. EMBEDMENTINTO CONC=5" MAX, 4"MIN. SEE S385

HATCH

6" MINTYP 6" MIN

TYP

4"X10"ECCENTRICREDUCER

10" 90 DEG ELBOW

WALL PENETRATIONPER DETAIL M126

2" GUIDE RAILS PERMANUFACTURERRECOMMENDATION (TYP)

10" 90 DEG ELBOW

#4@18" DRILL ANDGROUT TYP. EMBEDMENTINTO CONC=5" MAX, 4"MIN. SEE S385


PLAN NOTES:1. DRAIN IN WET WELL PER DETAIL P230

1

1

GRADEEL 618.30 GRADE

EL 618.30

21

POLA

ND

RO

AD

PUM

PST

ATI

ON

WET

WEL

LPL

AN

S

100-EN-1

RWC/RJN

RWC/RJN

JAB/BMB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

100EN1.DWG

LOWER PLAN4'3'0

UPPER PLAN4'3'0


















100-VFD-0101 VIA100-SBX-0101 ONEQUIPMENT RACK

100-VFD-0102 VIA100-SBX-102 ONEQUIPMENT RACK

INDEX

N290100-LIT-0101020N290100-LSHH-0101021 0011 VFC/1 SH.PR. 100-LCP-0101 VIA SPLICEBOX


VIA SPLICEBOX1 VFC/1 SH.PR. 100-LCP-0101 001

N290100-LSH-0101022 0011 VFC/1 SH.PR. 100-LCP-0101 VIA SPLICEBOXN290100-LSL-0101023 0011 VFC/1 SH.PR. 100-LCP-0101 VIA SPLICEBOXN290100-LSLL-0101024 0011 VFC/1 SH.PR. 100-LCP-0101 VIA SPLICEBOX

020

021

022

023

024

22

POLA

ND

RO

AD

PUM

PST

ATI

ON

VALV

EVA

ULT

PLA

NS

AN

DSE

CTI

ON

101-SM-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

101SM1.DWG

LOWER PLAN4'3'0

UPPER PLAN4'3'0

SECTION A101-SM-1

4'3'0

7'-4

"'

11'-4"'

10'-0"'

6'-0

"'


4" DSEE 002-CFP-1 FORCONTINUATION





4" DSLOPED A MINIMUMOF 1% TOWARDS WETWELL

EL 618.55

EL 611.05

GENERAL NOTES:1. PUMP STATION VALVE VAULT IS A

2. AREA AROUND VALVE VAULT HATCHES ARE A






2'-6"X2'-6" AL DRAINAGE TYPEACCESS HATCH. ROUTEDRAIN TO FLOOR DRAIN INVALVE VAULT.

HATCH TYP

PRECAST VALVE VAULT

PRECAST VALVE VAULT

10" X 6" TEE10" WYE

10" PLUGVALVE, V005

10" CHECKVALVE, V205

10" 45 DEG ELBOW

10" PLUGVALVE, V005


PLAN NOTES:1. FLOOR DRAIN PER DETAIL


3. LADDER PER DETAIL . CENTER ON HATCH ABOVE.

4. COORDINATE SIZE AND TYPE WITH OWNER.

M126

P200

1

2

2

4" TRAP PER ILPLUMBING CODE

1

10"X6" TEE

6" PLUG VALVE,V005

CAMLOCK

10" PLUGVALVE, V005


3

S526

2

2

2

4

23

WA

L-M

AR

TPU

MP

STA

TIO

NW

ETW

ELL

REM

OVA

LPL

AN

S

200-R-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

200R1A.DWG

LOWER PLAN4'3'0

UPPER PLAN4'3'0

A200-R-2

A200-R-2

8" SANSEE 003-CR-1 FORCONTINUATION

8" SANSEE 003-CR-1 FORCONTINUATION

6" SAN FMSEE 003-R-2 FORCONTINUATION








5. REMOVE ALL CONCRETE ANCHORS, REBAR, ANCHORBOLTS AND OTHER EMBEDMENTS A MINIMUM OF 1"BEYOND FINISHED SURFACE AND PATCH SURFACE WITHPATCHING MORTAR TO MATCH EXISTING.










PLAN NOTES:1. REMOVE PUMPS, PIPING, CONTROLS, AND ASSOCIATED

ELECTRICAL COMPONENTS AS SHOWN FROM WET WELL.

1

1

WET WELL TO BE PATCHED PERDETAIL S372

REMOVE EXTERIOR PIPINGAS SHOWN ON 003-R-1

1


B200-R-2

B200-R-2

B200-R-2

B200-R-2

A200-R-2

A200-R-2


24

WA

L-M

AR

TPU

MP

STA

TIO

NW

ETW

ELL

REM

OVA

LSE

CTI

ON

S

200-R-2

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

200R1A.DWG

SECTION A200-R-1

4'3'0

SECTION B200-R-1

4'3'0

8" SANINV 665.40

8" SANINV 661.39

8" SANINV 665.40

8" SANINV 661.39

EL. 655.15









5. REMOVE ALL CONCRETE ANCHORS, REBAR, ANCHORBOLTS AND OTHER EMBEDMENTS A MINIMUM OF 1"BEYOND FINISHED SURFACE AND PATCH SURFACE WITHPATCHING MORTAR TO MATCH EXISTING.










PLAN NOTES:1. REMOVE PUMPS, GUIDE RAILS, PIPING, CONTROLS, AND

ASSOCIATED ELECTRICAL COMPONENTS AS SHOWN FROMWET WELL.

1

1

1 11

1

1

1

1

4" SAN FM

6" SAN FMINV 667.00

PATCH WET WELL PERDETAIL S372




25

WA

L-M

AR

TPU

MP

STA

TIO

NW

ETW

ELL

PLA

NS

200-SM-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

200SM1.DWG

LOWER PLAN4'3'0

UPPER PLAN4'3'0

A200-SM-2

A200-SM-2

B20

0-S

M-2

B20

0-S

M-2

A200-SM-2

A200-SM-2

B20

0-S

M-2

B20

0-S

M-2


WAL-MART PSPUMP NO. 1200-P-0201





















7'-0

"MIN

2'-6"X3'-6" AL DRAINAGE TYPE ACCESSHATCH. DRAIN INTO WET WELL BELOW.COORDINATE ACTUAL LOCATION WITHPUMP MANUFACTURER.

PLAN NOTES:1. DRAIN IN WET WELL PER DETAIL


P230

1

M126

2

2

26

WA

L-M

AR

TPU

MP

STA

TIO

NW

ETW

ELL

SEC

TIO

NS

200-SM-2

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

200SM1.DWG

SECTION A200-SM-1

4'3'0

SECTION B200-SM-1

4'3'0

EL 673.65

4" VENT PER DETAIL M701

HATCH

2" GUIDE RAILS PERMANUFACTURERRECOMMENDATION

6" SAN FMINV 667.78

4" DINV ~664.00


8" SANINV 665.40

8" SANINV 661.39

EL 655.15

8" SANINV 665.40

8" SANINV 661.39



EL 655.15







4. ALL REINFORCEMENT SHOWN #5@12" UNLESSOTHERWISE NOTED.









5'-0"

1'-4

"

EL 673.65

HATCH

1'-0

"

6" MINTYP

1'-4

"1'

-0"

6" MINTYP

#4@18" DRILL ANDGROUT TYP. EMBEDMENTINTO CONC=4" MAX, 3 1/2"MIN. SEE S385

#4@18" DRILL ANDGROUT TYP. EMBEDMENTINTO CONC=4" MAX, 3 1/2"MIN. SEE S385

PLAN NOTES:1. DRAIN IN WET WELL PER DETAIL


P230

1

2

M126

1

6" 90 DEG ELBOW

4"X6" CONCENTRIC REDUCER

GRADEEL 673.40

GRADEEL 673.40

27

WA

L-M

AR

TPU

MP

STA

TIO

NW

ETW

ELL

PLA

NS

200-EN-1

RWC/RJN

RWC/RJN

JAB/BMB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

200EN1.DWG

LOWER PLAN4'3'0

UPPER PLAN4'3'0

















200-LCP-0201 VIA200-SBX-0201 ONEQUIPMENT RACK

200-LCP-0202 VIA200-SBX-0202 ONEQUIPMENT RACK

INDEX

N290200-LIT-0201030N290200-LSHH-0201031 0111 VFC/1 SH.PR. 200-LCP-0201 VIA SPLICEBOX


VIA SPLICEBOX1 VFC/1 SH.PR. 200-LCP-0201 011

N290200-LSH-0201032 0111 VFC/1 SH.PR. 200-LCP-0201 VIA SPLICEBOXN290200-LSL-0201033 0111 VFC/1 SH.PR. 200-LCP-0201 VIA SPLICEBOXN290200-LSLL-0201034 0111 VFC/1 SH.PR. 200-LCP-0201 VIA SPLICEBOX

030

031

032

033

034

28

WA

L-M

AR

TPU

MPS

STA

TIO

NVA

LVE

VAU

LTPL

AN

SA

ND

SEC

TIO

N

201-SM-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

201M1A.DWG

LOWER PLAN4'3'0

UPPER PLAN4'3'0

SECTION A201-M-1

4'3'0





9'-0"'

5'-6

"'

GENERAL NOTES:1. PUMP STATION VALVE VAULT IS A

2. AREA AROUND VALVE VAULT HATCHES ARE A






EL. 673.65

EL. 666.65

6" SAN FMINV 667.78

A201-SM-1

A201-SM-1

A201-SM-1

A201-SM-1

2'-6"X2'-6" AL DRAINAGE TYPEACCESS HATCH. ROUTEDRAIN TO FLOOR DRAIN.

HATCH TYP

PRECAST VALVE VAULT

PRECAST VALVE VAULT

6" 90 DEGELBOW

6" WYE 6" CHECK VALVE, V205

6" PLUG VALVE,V005

6" CHECKVALVE, V205

6" 45 DEG ELBOW

6"X4" TEE

PLAN NOTES:1. FLOOR DRAIN PER DETAIL


3. LADDER PER DETAIL . CENTER ON HATCH ABOVE.

4. COORDINATE SIZE AND TYPE WITH OWNER.

M126

P200

S526

1

3

2

2

2

4" DSLOPED A MINIMUMOF 1% TOWARDS WETWELL

1

4" TRAP PER ILPLUMBING CODE

6" PLUGVALVE, V005

6" CHECK VALVE,V205

4" PLUG VALVE, V005

CAMLOCK

6" FCA

6" FCA

4

29

VER

MIL

ION

GA

RD

ENS

PUM

PST

ATI

ON

DR

YW

ELL

PLA

NS

300-ME-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

300M1.DWG

REMOVAL PLAN1'0

VERMILLIONGARDENS PUMPNO. 1300-P-0301


REMOVE PUMP AND CHECKVALVE

REMOVE PUMP AND CHECKVALVE

LOWER PLAN1'0



4" CHECK VALVE, V206 4" CHECK VALVE, V206


2. LOCATIONS AND DIMENSIONS ARE APPROXIMATE.

3. NOT ALL PIPING AND OTHER APPURTENANCES SHOWN FOR CLARITY.

4. REUSE EXISTING CONDUIT AND CONDUCTORS TO POWER NEW PUMPS.FIELD VERIFY THAT EXPLOSION PROOF SEAL OFFS ARE PROVIDED ONEXISTING CONDUIT ENTERING RATED AREA. PROVIDE EXPLOSION PROOFSEAL OFFS AS NECESSARY.

30

VER

MIL

ION

GA

RD

ENS

PUM

PST

ATI

ON

WET

WEL

LPL

AN

SA

ND

SEC

TIO

NS

301-S-1

SDR

SDR

CLS

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

301S1.DWG

REMOVAL PLAN REMOVAL SECTION A4'3'0 4'3'0

A301-S-1

A301-S-1

PLAN SECTION A4'3'0 4'3'0

A301-S-1

A301-S-1

REMOVE TOP SLAB AND HATCH

SAWCUT AND REMOVE TOP OFWALL AND SLAB AS REQUIREDFOR INSTALLATION OF NEWTOP SLAB

GENERAL NOTES:1. REINFORCEMENT SHOWN #5@12" UNLESS OTHERWISE

NOTED.

#4@18" DRILL ANDGROUT TYP. SEE S385

2'-0"X3'-0" AL DRAINAGE TYPE ACCESSHATCH. DRAIN INTO WET WELLBELOW. CENTER ON PUMPS BELOW.

1'-0

"

HATCH

EXISTING PRECASTWET WELL

T/SLAB ELTO MATCH EXISTING

6'-0

"±

31

CIV

ILST

AN

DA

RD

DET

AIL

S

999-C-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999C1.DWG

AGGREGATE DRIVEWAY AND PARKINGLOT REPLACEMENT DETAIL C130NTS

IDOT CA-6 APPROVED

MANHOLE PIPECONNECTION DETAILS C220NTS

INVERT CHANNEL CONC.

FLEXIBLE BOOTS MEETING ASTMC923 CLAMP ON TYPE (CAST INBOOT SHOWN PRESSED IN BOOTALSO PERMITTED)

WHEN PLACING FIELD POURED INVERTCHANNELS PACK ANNULAR SPACES WITHEXTRUDIBLE PREFORMED PLASTICGASKET MATERIAL TO PREVENT INVERTCONCRETE FROM ENTERING SPACEBETWEEN PIPE AND FLEXIBLE BOOT

INSTALL PIPE INACCORDANCEWITH BOOTMFR'S INST.

CLAMP SECURELY INACCORDANCE WITHBOOT MFR'SINSTRUCTIONS

A-LOK MANHOLECONNECTORS

TYPICAL TURF RESTORATIONFOR TOPSOIL AND TURF C050NTS

(REQUIRED FINISHED GRADEREQUIRED ROUGH GRADE

LESS 4")

4"

NOTE: THIS DETAIL IS INTENDED TO SHOW THAT:A. 4" OF TOPSOIL IS TO BE PLACED ON ALL SURFACES TO HAVE TURF ESTABLISHED.

B. MULCH IS TO BE USED ON OTHER SLOPES LESS THAN 1V:3H.C. EROSION CONTROL BLANKETS ARE TO BE USED ON

ALL SLOPES STEEPER THAN 1V:3H.

EXISTING GRADE

REQUIRED FINISHED GRADE

LESS THAN 1V:3H AS SPECIFIED.DISTURBED SURFACES ON SLOPESFERTILIZE, SEED, AND MULCH ALL

TOPSOIL PER SPECIFICATIONS

PLACE EROSION CONTROLFERTILIZE, SEED AND

BLANKETS ON SLOPESSTEEPER THAN 1V:3HAS SPECIFIED

(REQUIRED FINISHED GRADEREQUIRED ROUGH GRADE

LESS 4")

LIMITS OF DISTURBED AREAS

EXISTING GRADE

2" CLEANOUT

FLOW BALL VALVEBRONZE 1" FULL

4" DIA. x3" LONG (MIN.)THREADED PIPE NIPPLES

COMBINATION AIR/VACUUMVALVE PER SPECIFICATIONS

STAINLESS STEEL4" BALL VALVEW/ LEVER HANDLE

AIR/VACUUM RELIEF STRUCTURE C410NTS

INITIAL BACKFILL

HAUNCHING

BACKFILL MATERIALPER SPECIFICATIONS

FOUNDATION (IF REQ'D)

COMPACTED GRANULAR

FINAL BACKFILL

DIP & RCP BEDDING

PIPE

VARIES

GRANULAR

PLASTIC PIPE BEDDING

4" MIN.

PIPE SPRINGLINE

EXCAVATED TRENCH WIDTH

PIPE WIDTH

COMPACTED

(12"

OV

ERTO

PP

IPE

EMBE

DM

ENT

4"-6"

COMPACTED

BEDDING &

OF

PIPE

)

BEDDING (IF REQUIRED)

PIPE BEDDING DETAILS C500NTS

BACKFILL

COMPACTEDGRANULAR

HAUNCHING

& HAUNCHING

SELECT GRANULAR BEDDING MATERIALS)ARE DISCOVERED, REMOVE AND REPLACE WITHINSITU SOILS (IF UNSTABLE FOUNDATION MATERIALS

RCP: CLASS BDIP: TYPE 2(INDOT SIZE #8 OR #9)GRANULAR BEDDING MATERIALSELECT

SIZE #8 OR #9)MATERIAL (INDOTGRANULAR COVERSELECT

LEVEE CROSSINGS ONLY)SPECIFIED (LANDSIDE 1/3 OFGEOTEXTILE FILTER FABRIC AS

AND SHORING REMOVAL.BE PERFORMED FOLLOWING SHEETINGHOW COMPACTION OF THE SIDES WILLTHE CONTRACTOR SUBMITS FOR APPROVALBELOW THE TOP OF PIPE UNLESSPROTECTION SHALL NOT EXTENDNOTE: SHEETING AND SHORING TRENCH

AND EM 385-1-1AS REQUIRED BY OSHA

18"

OTHERS48", 1/6 D FOR ALL8" FOR PIPES 15" TOPIPES 12" AND LESS,6" BELOW BELL FOR

1

FILTER FABRIC STABILIZATIONOF TRENCH BOTTOM C505NTS

32

CIV

ILST

AN

DA

RD

DET

AIL

S

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999C1.DWGLONGEROR PER MANUFACTURER IFFOR 6' HIGH FENCEMINIMUM POST LENGTH 8'-3"

FOR CONCRETE BASEDEEP CONCRETE (TYP.)MINIMUM 9" DIA.x 3'-6"

TO GROUND72" TOP OF FABRIC LINE POST

FABRICTO BOTTOM OF FENCEMAXIMUM 2" GROUND

CHAIN LINK FENCINGINSTALLATION DETAIL C700NTS

TOP RAIL

BACKFILLING DETAILAROUND EXISTING UTILITIES C507NTS

PIPE ABANDONMENTAND BULKHEADS C535NTS

12" THICKBRICKBULKHEAD

1'-4"

DOUBLE DRIVEGATE DETAIL C707NTS

PER SPECIFICATIONS

4" O.D.TUBULARPOST

STRETCHER BARWITH BANDSCHAIN LINK FABRIC

TO MATCH LINE FENCE

FRAME1.90" O.D.

PLUNGER ROD

TIE WIRES AT12" O.C. (TYP)

STL. CAP (TYP)

3'-0

"

6"

12" 2"

6'-0

"3'

-6"

6"

999-C-2

EJW

EJW

JVP

GRADE OR PAVEMENT

FRONT VIEW

GATE VALVEIN A BOX DETAIL C405NTS

WOOD BLOCKING

VALVEGATE

SIDE VIEW

SUPPORTCONCRETE

MID

BASE

COVER

TELESCOPING

2"X 6"X 18"

BOX

3 PIECE TOP

12

4

6

8

21

12

8

13

2

3

PIPE DIA.INCHES

6

7

X=SETTINGINCHES

33

999-S-1

SDR

SDR

CLS

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999S1.DWG

STR

UC

TUR

AL

STA

ND

AR

DD

ETA

ILS

HOLE DIAMETER "D"=2 BAR DIAMETERS MAX.

EMBEDMENT "X"=16 BAR DIAMETERS MIN UNLESS NOTED

2.

NOTES:

1.

NEW CONSTRUCTION

DOWEL BAR AS NOTED

EXISTING STRUCTURE

APPLY BONDING COMPOUNDROUGHEN SURFACE, CLEAN AND

S010SEE

"D"

LAPPED SPLICE LENGTH"X"

EPOXY ADHESIVE

DRILLED IN DOWEL DETAIL S385NTS

OTHERWISE ON DRAWINGS.

SPLICE AND ANCHORAGE

BARSIZE

COMPRESSIONLAP LENGTHLENGTH

EMBEDMENTLENGTH

LAPPED SPLICE

TOP BARS OTHERS TOP BARS OTHERS

19

15

15

1219

25

19

25

24

324

3

LENGTH (INCHES) S010

20% FOR TOP BARS AND 50% FOR OTHERS.FOR EPOXY COATED REINFORCEMENT, INCREASE LENGTH BY

HOOKS SHALL BE ACI STANDARD UNLESS OTHERWISE NOTED.

COMPRESSION LAP LENGTH FOR VERTICAL COLUMN BARS ONLY.

OTHERWISE NOTED.STRAIGHT DOWELS WHERE END HOOK IS NOT SHOWN, UNLESSEMBEDMENT LENGTH IS MINIMUM LENGTH OF EMBEDMENT FOR

OF THE SMALLER BAR UNLESS NOTED OTHERWISE.WHEN LAPPING TWO DIFFERENT SIZE BARS USE THE LAP LENGTH

LENGTH BY 25%.FOR BARS SPACED LESS THAN 6 BAR DIAMETER OC INCREASE

12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN

7.

6.

5.

4.

3.

2.

1.

NOTES:

29

48

61

67

54

42

24

23

30

38

42

34

26

1931

54

70

87

78

62

37

31

54

70

87

78

62

37

40

70

91

113

102

80

48

11

10

9

8

7

6

5

MINIMUM REINFORCEMENT BAR B/2

+LD

2(D

+LD

)

S010

D

SEE NOTES

H

H/2+LDBH/2+LD

CIRCULAR OPENING

SEE NOTES

MINIMUM OF 1-#5 BAR EACH FACE.INTERCEPTED BARS IN EACH FACE, IN EACH DIRECTION, RESPECTIVELY WITH A

THICKNESS OR GREATER THAN REINFORCING SPACING IN THE SECTION, UNLESSOTHERWISE INDICATED IN THE DRAWINGS.

RECTANGULAR OPENING

NOTES:

1.

2.

3.

4.

SIDE OF AN OPENING SHALL EQUAL OR EXCEED ONE-HALF OF THE AREA OF THE

REINFORCING.

THESE DETAILS APPLY TO ALL OPENINGS IN CONCRETE WALLS AND SLABSWHEN THE LARGEST OPENING DIMENSION IS GREATER THAN TWO TIMES SECTION

THE AREA OF ADDITIONAL REINFORCING REQUIRED IN EACH FACE ON EACH

PLACE THE ADDED BARS IN THE SAME LAYERS AS THE WALL OR SLAB

LD = EMBEDMENT LENGTH. SEE

2(D+LD)

B/2

+LD

1-#5 EF (D+3")1-#5 X 3'-0" EF

ADDITIONAL REINFORCEMENTAT OPENINGS INWALLS DETAIL S020NTS

GENERAL STRUCTURAL NOTESGENERAL

1. THE GENERAL STRUCTURAL NOTES AND STANDARD STRUCTURAL DETAILS APPLY TOTHE ENTIRE PROJECT UNLESS SPECIFICALLY NOTED OTHERWISE.

DESIGN CRITERIA

1. DESIGN AND CONSTRUCT IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE, 2009 EDITION.

REINFORCEMENT

1. REINFORCEMENT STEELA. DEFORMED BARS: ASTM A615 - GRADE 60

2. UNLESS NOTED OTHERWISE PROVIDE CLEAR COVER FOR REINFORCEMENT AS FOLLOWS:A. EXPOSED TO EARTH, WEATHER, OR WATER

1. SLABS A. #5 BARS OR SMALLER: 1 1/2 INCHES

3. PLACE DOWELS BEFORE PLACING CONCRETE.4. DO NOT FIELD WELD OR FIELD BEND REINFORCING BARS.

CONCRETE

1. DESIGN STRENGTHA. ALL LOCATIONS, CLASS A F'C = 4500 PSI

2. UNLESS NOTED OTHERWISE, CONSTRUCTION JOINTS SHOWN ARE OPTIONAL CONSTRUCTION JOINTSNOT SHOWN SHALL BE APPROVED BY ENGINEER.

3. BEFORE CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE CLEANED, LAITANCE REMOVED,AND SURFACE WETTED. REMOVE STANDING WATER.

4. CONSTRUCTION JOINTS SHALL HAVE ROUGHENED SURFACES. SURFACE SHALL HAVE AMPLITUDE OF1/4 IN. MIN.

5. PROVIDE 3/4 IN. CHAMFER ON EXTERNAL CORNERS OF EXPOSED EDGES OF CONCRETE.

METALS

1. STEELA. STRUCTURAL STEEL: ASTM A36B. SQUARE OR RECTANGULAR TUBE: ASTM A500C. PIPE: ASTM A53D. STAINLESS STEEL AISI, TYPE 316

2. BOLTED CONNECTIONS: STAINLESS STEEL3. ANCHOR BOLTS: STAINLESS STEEL4. WELD STRUCTURAL STEEL WITH E70XX ELECTRODES IN ACCORDANCE WITH AWS REQUIREMENTS.

INC

ON

CR

ETE

EXI

STIN

GO

PEN

ING

WALLEXISTING CONCRETE

BONDING COMPOUNDCLEAN AND APPLYROUGHEN SURFACE.

MATCH EXISTINGFINISH SURFACE TO

CONCRETE OPENINGPATCHING DETAIL S372NTS

NONSHRINK GROUT

STRINGER

7" 1'-4" CLR

MAX12"

BRACKETS AT 5'-0" O.C.2-1/2" X 1/4"

MAXIMUM VERTICALLY.

@ 12" OC1" DIA RUNGS

LADDER DETAIL S526NTS

FRONT VIEWSIDE VIEW

5/8" CONCRETE ANCHOR (TYP)

RETRACTABLESAFETY POST

THICKNESS THROUGHOUT

-+

DRAINING FILL1'-0" MIN FREE

1-#5 CONT#4@12"

8"

1'-4

"

8" 6"

11

NOTES:

1. AT CONTRACTORS OPTION, PAD CAN BE PLACED FULL

EQUIPMENT PAD DETAIL S346NTS

34

999-MP-1

EJW

EJW

JVP

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999M1.DWG

STAINLESS STEELVENT PIPE DETAIL M701NTS

4" TYPE 316 OR 304STAINLESS STEELFLG/PE TRANSITIONSPOOL PIECE

STAINLESS STEEL

3" ABOVE SLAB

4" TYPE 316 OR 304 SCH 10STAINLESS STEEL PIPE

90 DEG ELB, TYP

2'-0

"

BIRDSCREEN1/2" 316 SST

6"

3"

12"

STAINLESS STEEL SLEEVECAST INTO SLAB

4" TYPE 316 OR 304

PROVIDE 3/8" SS SET SCREWTYP OF 6

PRO

CES

SM

ECH

AN

ICA

L/PL

UM

BIN

GST

AN

DA

RD

DET

AIL

S

WALL, FLOOR OR SLABCORE HOLE IN EXISTING

OF FLANGE + 2" MINFOR FLANGED PIPE, O.D.O.D. OF PIPE + 2" MIN.

BURIED SLABSINTERIOR OR TOP OFWALL FACE OF ROOM

SLEEVE SEAL. JOINTSEAL WITH MECHANICAL

SHALL BE WATERTIGHT

PIPE PENETRATIONDETAIL M126NTS

CAST-IN-PLACE HOLE OR

ROUGHEN INTERIOR OFREMAINING OPENINGAND GROUT FULLW/NON-SHRINK GROUT.

NOTE: BOLTS SHALL BE316 SST UNLESSOTHERWISE NOTED.

MEMBRANEEPDM FLASHING

FLOOR DRAIN DETAIL P200NTS

DRAIN PIPE

T/FLOOR

FLOOR DRAIN

FILL W/NON SHRINK

SPECIFICATIONSGROUT PER

CORE DRILL HOLE AND

JOINT SHALL BE WATERTIGHTSEAL W/ STAINLESS STEEL BOLTS.SEAL WITH MECHANICAL SLEEVE

CHECK VALVE, V2954"

O.D. OF PIPE + 2" MIN.FOR FLANGED PIPE, O.D.OF FLANGE + 2" MIN

WET WELL W/TIDE FLEX P230NTS

WALL PENETRATIONPER DETAIL M126

INSULATINGFLANGE DETAIL M703NTS

INSULATING WASHER,SEE NOTE 1 AND 2

STEEL WASHER, TYPOF 4 PER STUD BOLT

INSULATING SLEEVE

FULL FACE GASKET

NOTES:

1. DOUBLE INSULATING WASHER SET FOR EXPOSED FLANGES.2. SINGLE INSULATING WASHER SET FOR BURIED OR SUBMERGED FLANGES,

PLACE INSULATORS ON UNPROTECTED SIDE OF FLANGE.3. TEST COMPLETED JOINT FOR ELECTRICAL ISOLATION AND REPAIR AS

REQUIRED.4. FOR PIPE LESS THAN 36-INCHES DIAMETER, DELETE INNER STEEL

WASHERS.

STUD BOLT

HEX NUT

CRITICAL AIR GAP ATENDS OF SLEEVE, MIN1/16", MAX 1/2 STLWASHER THICKNESS

35

ELEC

TRIC

AL

STA

ND

AR

DD

ETA

ILS

999-E-1

RWC

RWC

JAB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999E1.DWG

PLAN NOTES:1. CONTRACTOR SHALL SIZE CONDUIT BASED ON CABLE REQUIREMENTS.

2. SPLICEBOXES SHALL BE MOUNTED AT LEAST 18" AWAY FROM PUMP STATIONCONTROL PANEL AND ALL OTHER EQUIPMENT ON EQUIPMENT RACK WITH ANEXPLOSIONPROOF SEAL-OFF FITTING IN THE CONDUIT RUNNING BETWEEN THESPLICEBOX AND PUMP STATION CONTROL PANEL.

3. 12'-0" ABOVE GRADE. PROVIDE STAINLESS STEEL SUPPORT AS NECESSARY.

SPLICEBOX DETAIL E033NTS

PUMP IN WET WELLPOWER CABLE TO

PLASTIC BUSHING, TYP

GROUP DHAZARDOUS CLASSIFIED LOCATION

CLASS I, DIVISION 1

PRIOR TO INSTALLATION, TYP.

HOOK ANCHORS TO TOP OFTYPE 316 STAINLESS STEEL.ACCESSIBLE FROM HATCH

STRAIN RELIEF, TYP.TYPE 316 STAINLESS STEEL

LOCATION WITH ENGINEERSLAB. COORDINATE FINAL

STAINLESS STEEL UNISTRUT ANDPVC-GRS SUPPORT CONDUIT WITH

ACCESS HATCH

1

HARDWARE

RIGID STEEL CONDUITPVC COATED GALVANIZED

GRADEFINISHED

GROUT SYSTEM USED TO COATCOAT AREA WITH NEW EXPOSED

WET WELL.

CONDUIT AND CORE WITH NON-CORE AND FILL VOID BETWEEN

SHRINK GROUT.

TO SPLICEBOXES ON EQUIP. RACK

NOTE: SIMILAR REQUIREMENTS FOR CONTROL CABLE TO FLOATS AND LEVEL SENSORS IN WET WELL.

4" TOP SOIL SEED

FINISHED GRADE

MARKER TAPEYELLOW PLASTIC

CONDUITS AS

SAND BEDDING

TRENCH

UNDERGROUNDCONDUIT DETAIL E210NTS

SHOWN ON DRAWINGS

AS SPECIFIED FOR PAVINGEARTH BACKFILL OR

INDICATED ON DRAWINGSAND MULCH OR AS

FACING SOUTH 1'0"

FINISHEDGRADE

FACING NORTH 1'0"

FINISHEDGRADE

100-LCP-0101 100-VFD-0101 100-VFD-0102

100-SBX-0102

100-SBX-0100

100-SBX-0101

CONCRETE

CONCRETE

STAINLESS STEEL CHANNELS MOUNTEDTO POST FOR PANEL SUPPORT


"C" CHANNEL6" STAINLESS STEEL

NEMA 4X PUMP STATIONCONTROL PANEL

NEMA 4XVFD

SPLICEBOXNEMA 7 CONTROLS/INSTR.

SPLICEBOXESNEMA 7 POWER

PANEL MOUNTING DETAIL E300NTS

1'0"CONCRETE

FINISHEDGRADE

NEMA 4X PUMP STATIONPOWER PANEL

NEMA 4X SPDNEMA 4X ATS

MOUNTING HEIGHTWITH UTILITY.

UTILITY APPROVEDMETER SOCKET BYCONTRACTOR. METERBY UTILITY. COORDINATE

NEMA 4XMAIN DISCONNECTSWITCH

INCOMING 200A SERVICE

SERVICE GROUND. SEE ONE-LINE DIAGRAM.

100-SPD-1

100PP-1100-ATS-1

100-MCB-1




FACING WEST

3

2

WEATHERPOOFLIGHT SWITCH

WET WELL

SEEFOR VFD PAD.

S346

4" HIGH CONCRETEHOUSEKEEPING PADS

36

ELEC

TRIC

AL

STA

ND

AR

DD

ETA

ILS

999-E-2

RWC

RWC

JAB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999E1.DWG

PLAN NOTES:1. SPLICEBOXES SHALL BE MOUNTED AT LEAST 18" AWAY FROM PUMP STATION

CONTROL PANEL AND ALL OTHER EQUIPMENT ON EQUIPMENT RACK WITH ANEXPLOSIONPROOF SEAL-OFF FITTING IN THE CONDUIT RUNNING BETWEEN THESPLICEBOX AND PUMP STATION CONTROL PANEL.


FRONT OF EQUIPMENT RACK

1'0"CONCRETE

FINISHEDGRADE

BACK OF EQUIPMENT RACK

1'0"CONCRETE

FINISHEDGRADE


NEMA 4X PUMP STATIONCONTROL PANEL

NEMA 4X SPD

GENERATOR RECEPTACLE

NEMA 4X MTS

MOUNTING HEIGHTWITH UTILITY.

UTILITY APPROVEDMETER SOCKET BYCONTRACTOR. METERBY UTILITY. COORDINATE

NEMA 4XMAIN DISCONNECTSWITCH


INCOMING 200A SERVICE. CONDUCTORSBY UTILITY. COORDINATE DEPTH WITH UTILITY.

SERVICE GROUND. SEE ONE-LINE DIAGRAM.

1

OUTDOOR GENERATOR100-EG-1

E451SEE DETAIL

E455STATION (TYP)GROUND TEST

STUB-UP (TYP)EQUIPMENT GROUND

SEE DETAIL

GROUND ROD (TYP)

MINIMUM 2'-0" BETWEENCONDUCTOR AND PMG,TYPICAL ALL

DIRECT BURIED #4/0 TINNEDBARE COPPER GROUNDCONDUCTOR MIN. 30"BELOW GRADE (TYP)

E452SEE DETAIL

TO EQUIPMENT RACK GROUNDING GRID. SEE007-E-1.

PADMOUNTED GENERATORGROUNDING DETAIL E401NTS

CONDUCTOR TOGROUND RODCONNECTION DETAIL E451NTS

EQUIPMENT GROUNDCABLE STUB-UP E452NTS

200-MCB-1

200-MTS-1 200-LCP-0101

200-SPD-1

200-SBX-0200

200-SBX-0201

200-SBX-0202


SPLICEBOXNEMA 7 CONTROLS/INSTR.

SPLICEBOXESNEMA 7 POWER

37

ELEC

TRIC

AL

STA

ND

AR

DD

ETA

ILS

999-E-3

RWC

RWC

JAB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999E1.DWG

AMONGOOSE LEDPOLE MOUNTEDOUTDOOR FIXTURE

17,359 LUMENS HOLOPHANE MGLED-4-4K-AS-A-H-H-G MOUNT AT MINIMUM OF 9'-0" ABOVE GRADESEE E301

GROUND

GROUNDING TESTSTATION DETAIL E455NTS

GENERATOR GROUNDINGDETAIL E606NTS GENERATOR IS NOT A

SEPERATELY DERIVED SYSTEM

38

INST

RU

MEN

TATI

ON

AN

DC

ON

TRO

LST

AN

DA

RD

DET

AIL

S

999-N-1

RJN

RJN

BMB

Drawing No.

Designed By

Checked By

Filename

Approved By

Project No.

Drawn By

Rev

isio

nN

umbe

rR

evis

ion

Des

crip

tion

Dra

wn

ByD

ate

Che

cked

By

Sheet No.

Project Date

CIT

YO

FD

AN

VILL

EPO

LAN

DR

OA

D,W

AL-

MA

RT

AN

DVE

RM

ILIO

NG

AR

DEN

SPU

MP

STA

TIO

NU

PGR

AD

ESD

AN

VILL

E,IL

12943

09/12/16

JVP

999N1.DWG

CONDUCTORS SHALL NOT BE SPLICED EXCEPT

FOR EACH CONDUIT CONTAINING MORE THANTWO CONDUCTORS, PROVIDE A MINIMUM OF TWOCONDUCTORS OR 10% OF TOTAL CONDUCTORS INCONDUIT, WHICHEVER IS GREATER AS SPARES.TAG BOTH ENDS OF EACH SPARE. TERMINATEEACH END OF SPARE CONDUCTOR AT TERMINALS

ONLY REQUIRED CONDUCTORS ARE SHOWN ON PLAN.SPARE CONDUCTORS NOT SHOWN.

CONDUIT SHALL BE SIZED TO ACCOMODATEREQUIRED CONDUCTORS AND ANTICIPATED SPARES.

THIS DRAWING DOES NOT SHOW CONDUIT SYSTEMS.PROVIDE, AS A MINIMUM, PULL BOXES ASRECOMMENDED BY CONDUCTOR MANUFACTURER.CONDULETS SHALL NOT BE USED AS PULL BOXES.

WIRING, WHETHER SHOWN OR NOT, NECESSARY

THIS DRAWING SHOWS APPROXIMATE LOCATIONS OF

FOR A COMPLETE AND OPERABLE SYSTEM.

CONDUCTORS IN ANY CONDUIT. NEITHER SHIELDED

SHIELDED AND UNSHIELDED CONDUCTORS SHALLBE SEPARATED BY STEEL BARRIERS IN ALLCOMBINED SIGNAL JUNCTION BOXES AND

SHIELDED AND UNSHIELDED CONDUCTORS SHALLHAVE A MINIMUM OF 6" SEPARATION BETWEENCONDUIT ON PARALLEL RUNS.

NOR UNSHIELDED CONDUCTORS SHALL BE INCLUDEDIN THE SAME CONDUIT AS POWER WIRING.

SHIELDED AND UNSHIELDED CONDUCTORS SHALLBE RUN IN CONDUIT. SHIELDED CONDUCTORSSHALL NOT BE COMBINED WITH UNSHIELDED

DEVICES AND PANELS AND IS DRAWN TO SCALE.

6.

5.

4.

3.

11.

WHENEVER POSSIBLE.

10.

9.

INSTRUMENT PLAN GENERAL NOTESDRAWING SHOWS CONTROL, SIGNAL AND ASSOCIATEDSINGLE PHASE POWER WIRING REQUIREMENTS.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

1.

2.

AT TERMINALS OR AS DESIGNATED BY ENGINEER.7.

8.

INSTRUMENT TERMINATION CABINETS.

ON ALL CONDUIT EXITING CLASSIFIED OR RATEDPROVIDE EXPLOSION-PROOF SEAL-OFF FITTINGS12.

LOCATIONS. FITTINGS SHALL BE INSTALLED IN THECLASSIFIED OR RATED LOCATION.

(QUANTITY) VENDOR FURNISHED CABLE

(QUANTITY) #16 SHIELDED PAIR

INSTRUMENT PLAN LEGEND(QUANTITY) #14 THWN CONDUCTORS

( ) VFC

( ) #14

( ) SH.PR.

ANTENNA POLE#8 Cu BOLT TO

HANDRAILANTENNA MOUNTING N731NTS

FOR ANTENNAGROUND WIRE

NEC REQUIRMENTSINSTALL PER

LEVEL INSTRUMENTATIONNTS

N290

DEPTH 6 INCHES ABOVEELEMENT (LE). MOUNTINGSUBMERSIBLE LEVEL

VENDOR SUPPLIED WIRING TO SPLICE BOX.SUPPORT WIRING IN FASHION TO NOTINTERFERE WITH PUMP REMOVAL.

VENDOR SUPPLIED WIRING TO SPLICE BOX.SEE . SUPPORT WIRING IN FASHIONTO NOT INTERFERE WITH PUMP REMOVAL.

MOUNTING BRACKET (PARTIAL) BY HATCHSUPPLIER. SECURE TO UNDERSIDE OF SLABUSING STAINLESS STEEL HARDWARE.LOCATE NEAR HATCH TO ALLOW ACCESSTO INSTRUMENT SUSPENSION CABLESWITHOUT ENTERING WET WELL.

N034

(QUANTITY) #16 SHIELDED 3-CONDUCTOR( ) SH.TR.

WET WELL FLOOR.

SPLICEBOX DETAIL E034NTS

PUMP IN WET WELLPOWER CABLE TO

WET WELL

PLASTIC BUSHING, TYP

GROUP DHAZARDOUS CLASSIFIED LOCATION

CLASS I, DIVISION 1

PRIOR TO INSTALLATION, TYP.

HOOK ANCHORS TO TOP OFTYPE 316 STAINLESS STEEL.ACCESSIBLE FROM HATCH

STRAIN RELIEF, TYP.TYPE 316 STAINLESS STEEL

LOCATION WITH ENGINEERSLAB. COORDINATE FINAL

STAINLESS STEEL UNISTRUT ANDPVC-GRS SUPPORT CONDUIT WITH

ACCESS HATCH

1

HARDWARE

RIGID STEEL CONDUITPVC COATED GALVANIZED

GRADEFINISHED

GROUT SYSTEM USED TO COATCOAT AREA WITH NEW EXPOSED

WET WELL.

CONDUIT AND CORE WITH NON-CORE AND FILL VOID BETWEEN

SHRINK GROUT.

TO SPLICEBOXES ON EQUIP. RACK

NOTE: SIMILAR REQUIREMENTS FOR CONTROL CABLE TO FLOATS AND LEVEL SENSORS IN WET WELL.

39

PUMP STATION UPGRADES CITY OF DANVILLE · pump station upgrades danville, illinois ... earth or...

Documents

Transcript of PUMP STATION UPGRADES CITY OF DANVILLE · pump station upgrades danville, illinois ... earth or...