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TYPICAL STANDARD LIFT STATION

6/6

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THESE TYPICAL LIFT STATION PLANS CONTAIN WWS MINIMUM REQUIREMENTS AND ARE INTENDED TOPROVIDE A BASIS FOR SITE ADAPTATION AND DESIGN BY A QUALIFIED ENGINEER. THE INFORMATIONHEREIN CONTAINED SHALL ONLY BE USED AS A GENERAL GUIDELINE FOR THE INTENDED OPERATIONAND FUNCTIONS AND SHALL NOT BE CONSTRUED AS ALL INCLUSIVE.

ENGINEER OF RECORD AND CONSULTANTS USING THESE GUIDELINES SHALL VERIFY AND MODIFY ANY

(G

-1),

REQUIREMENT NOT NECESSARILY SHOWN AS MAY BE REQUIRED BY ANY AND ALL APPLICABLE CODESAND STANDARDS.

FOR TRIPLEX STATIONS AND FOR ALL LIFT STATIONS REQUIRING AN ONSITE GENERATOR, DESIGNER

EET

SHALL CONSULT WITH WWS FOR ADDITIONAL REQUIREMENTS. THESE STANDARDS APPLY ONLY TO

VER S

H DUPLEX LIFT STATIONS.

ALL CHANGES TO THESE MINIMUM REQUIREMENTS SHALL BE CLEARLY IDENTIFIED WHEN SUBMITTING

O FOR APPROVAL.

C N

g, E

SAWGRASS N 95

dw 1

EXWY 441 RLI

RD S

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SAMPLE RD PO

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P W E COPANS AIRD A

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ATLAS NTIC

ION BLVD

AT S

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COMMERCIAL

FT BLVD DEX ME:

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DRAWING IN

N

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WED OAKLAND PARK BLVD A

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SUNRISE

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27 BLVD

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SHEET

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DESCRIPTIONBROWARD BLVD S

T

I PROJECT LOCATION

6. A' DESIGNATION

84 D T

OJE

CT N

A

IR N

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E 6

.

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PER\W

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EBSIT L COVER SHEET G- O

JECT N

T 1

1 PR

S A

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GRIFFIN A

ABBREVIATIONS & LOCATION MAP G-2

XXXXXXXXXX

RD A I

STIRLINGPLAN & ELEVATION M-1

RD SITE PLAN M-2 XXXXXXXXXXXXXXXX

75 95

O -

VEL HOLLYWOOD

STANDARD DETAILS M 3BLVD 441

E

STANDARD DETAILS M-4

D HALLANDALE BCHMIRAMAR PKWYBLVDO TURNPIKE EXTENSION

PUMP STATIONS NOTES M-5

T ELECTRICAL SITE PLAN & RISER E-1

ION

AT BROWARD COUNTY, FL ELECTRICAL PLAN & CONNECTION PANEL E-2

ST PRELIMINARY SET DUPLEX CONTROLS CIRCUIT E-3

IFT GENERAL LOCATION MAP

\LS 6/2013 ELECTRICAL SCHEMATIC AND CONTROL PANEL E-4

LA

T ELECTRIC SERVICE AND TRANSFER SWITCH E-5 SEAL

IT ELECTRICAL DETAILS E-6

SU

BM

DS\W

WS S

T

DESIGN: DRAWN: CHECK:

DATE: REVISION DESCRIPTION:

RD

AD

AN THE SIZE OF THESE PLANS MAY HAVE BEEN ALTERED BY REPRODUCTION.

ST THIS MUST BE CONSIDERED WHEN OBTAINING DATA.

AD DRAWING NAME:

\C THE VERTICAL DATUM USED FOR THESE DRAWINGS WAS NAVD 88

A COVER SHEET

TA

D SCALE:_ DWG NO:

ESIG

N CONTRACTOR TO COMPLY WITH FS CHAPTER 556 AS SHOWN(UNDERGROUND FACILITY DAMAGE PREVENTIONAND SAFETY ACT). DESIGN

_D

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GARC

B C

GENERAL LOCATION MAPABBREVIATIONS

6/6

/2013 3

:53:2

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M,

N A E LF LINEAR FEET RJ RESTRAINED JOINT A/C AIR CONDITION LN L NE R AST A M ROOME E

W E AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY LP LIGHT POLE ROW RIGHT OF WAYEA EACH TRANSPORTATION OFFICIALS LS LIFT STATION RPBP REDUCED PRESSURE BACKEB ELECTRIC BOX

(G

-2),

ABAN ABANDON LT LEFT FLOW PREVENTEREC EDGE OF CURBS ABAN IP ABANDON IN PLACE ECC ECCENTRIC LWL LOW WATER LEVEL RPM REVOLUTIONS PER MINUTE

ABS ACRYLONITRILE BUTADIENE STYRENE RR RAILROADECC RDCR ECCENTRIC REDUCERAC ASBESTOS CEMENT PIPE M RST REINFORCING STEELEF EACH FACEACCMP ASPHALT-COATED CORRUGATED METAL PIPE RT RIGHTS EL EASEMENT LINE m METER

ION ADDM ADDENDUM RUW REUSE WATE REL ELEVATION MAINT MAINTENANCE

ADJ ADJACENT RW RA WATERW ELAST ELASTOMERIC

MAP

& A

BBREVIA

T

MAS MAINTENANCE ACCESS STRUCTURE, MASONRYALNMT ALIGNMENT RW ROADWAYELEC ELECTRIC MATL MATERIALALT ALTERNATE RWM RAW WATER MAINEMER EMERGENCY MAX MAXIMUMALUM ALUMINUM RWW RECYCLED WASH WATERENGR ENGINEER MB MAIL BOX AMP AMPERE R/W RIGHT-OF-WAYEOS EDGE OF SLAB MCC MOTOR CONTROL CENTERANSI AMERICAN NATIONAL STANDARDS INSTITUTE EOW EDGE OF WATER ME MITERED ENDAPPX APPENDIX EP EDGE OF PAVEMENT MECH MECHANICAL SAPPROX APPROXIMATE EPDM ETHYLENE PROPYLENE DIENE MONOMER MFR MANUFACTURE(R) S SOUTHARV AIR OR VACUUM RELIEF VALVE EPRF EXPLOSION PROOF MG MILLION GALLONS SAMP SAMPLEASB ASBESTOS EQUIP EQUIPMENT MGD MILLION GALLONS PER DAY SAN SANITARYASPH ASPHALT ES EDGE OF SIDEWALK / SHOULDER MI MILE(S) SAN MAS SANITARY MAINTENANCE ACCESS STRUCTURASSY ASSEMBLY ESMT EASEMENT

ON MIN MINIMUM SB SOIL BORING

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL EST ESTIMATE MISC MISCELLANEOUS SBT SOUTHERN BELL TELI AUX AUXILIARY EW EACH WAYT MJ MECHANICAL JOINT SCHED SCHEDULEAVE AVENUEA EXIST EXISTING MNR MANOR SCONC STAMPED CONCRETE

C AVG AVERAGE EXP EXPANSION MON MONUMENT SD STORM DRAIN (GRAVITY)O AWWA AMERICAN WATER WORKS ASSOCIATION EXST GR EXISTING GRADE MPH MILES PER HOUR SDMAS STORM DRAIN MAINTENANCE ACCESS STRUC LRAL MPT MALE PIPE THREAD SE SOUTHEAST

B F MS MOTOR STARTER SECT SECTIONBCBM BROWARD COUNTY BENCHMARKE F/F FACE TO FACE MWL MEAN WATER LEVEL SF SQUARE FEET

GEN BCEPD BROWARD CO UNTY EN VIRONMENTAL FAC FLANGED ADAPTER COUPLING MWP MAXIMUM WORKING PRESSURE OR FOOT PROTECTION DEPARTM ENT FCV FLOW-CONTROL VALVE SHT SHEET

BCPHU BROWARD COUNTY PUBLIC HEALTH UNIT

, FD FLOOR DRAIN N SIG SIGNAL

g BCV BALL CHECK VALVE FDOT FLORIDA DEPARTMENT OR TRANSPORTATION N NORTH SLV SLEEVE

w BCWWED BROWARD COUNTY WATER & WASTEWATER FE FILTER(ED) EFFLUENT NA NOT APPLICABLE SOLN SOLUTIONd. ENGINEERING DIVISION FF EL FINISHED FLOOR ELEVATION NAD27 NORTH AMERICAN DATUM 1927 (HORIZONTAL) SPEC SPECIFICATION

E BCWWS BROWARD COUNTY WATER & WASTEWATER SERVICES

T FH FIRE HYDRANT NAD83 NORTH AMERICAN DATUM 1983 (HORIZONTAL) SQ SQUARE

A BE BURIED ELEC TRIC FIG FIGURE NE NORTHEAST SQ YD SQUARE YARD

L BF BLIND FLANGE

P FIN FINISH(ED) NGVD NATIONAL GEODETIC DATUM 1929 (VERTICAL) SS SANITARY SEWER BFP BACKFLOW PREV ENTERM FIN FL FINISH FLOOR NIC NOT IN CONTRACT SST STAINLESS STEEL

E BFV BUTTERFLY VALVE FIN GR FINISHED GRADE NO NUMBER ST STREET

T BI BLACK IRON FJ FLANGED JOINT NOM NOMINAL STA STATION

S BITUM BITUMINOUS OR BIT UMASTIC FL FLORIDA

ION NPF NATIONAL PIPE THREAD STD STANDARD

BL BASE LINE FLG FLANGE(D) NPT NATIONAL PIPE TAPER (THREAD) STL STEELBLDG BUILDING FLL FLOW LINE NPW NON-POTABLE WATER STRUCT STRUCTURAL

AT BLK BLOCK FLTR FILTER NTS NOT TO SCALE SV SOLENOID VALVE

BLVD BOULEVARD

ST FM FORCE MAIN NW NORTHWEST SVCE SERVICE

BM BENC MARKH FPL FLORIDA POWER AND LIGHT SW SIDEWALK

FT

BOB BOTTOM OF BAFFLE FPM FEET PER MINUTE O SWD SIDEWATER DEPTH ME:

I BOC BACK OF CU RB FPS FEET PER SECOND SYM SYMBOLBOP BOTTO OF PI PE O/E OR EQUAL L M

2013\W

WED

FRP FIBERGLASS REINFORCED PLASTICBOS BOTTOM OF STRUCTURE OC ON CENTER X

XXX

FT FEET OR FOOTBOT BOTTOM OCEW ON CENTER EACH WAY T

FV FOOT VALVE T&B TOP AND BOTTOM :BP BRICK PAVERS OD OUTSIDE DIAM ETERFWP FACTORY WIRED PANEL TAN TANGENTBT BURI TELEPHED ONE OD OPEN DRIP PROOF

TEMP BM TEMPORARY BENCHMARKBW BOTH WAYS OF OUTSIDE FACEG TDH TOTAL DYNAMIC HEADOHW,OHD OVER HEAD WIREG GROUND TEFC TOTALLY ENCLOSED FAN COOLED

C OH EL OVERHEAD ELECTRICG LN GAS LINE TEL TELEPHONE

6. ORB OFFICIAL RECORDS BOOK

OJE

CT N

A

C TO C CENTER TO CENTER

E 6

. GA GAGE TEMP TEMPORARYOSHA OCCUPATIONAL SAFETY AND HEALTH ACTCAP CORRUGATED ALUMINUM PIPE GAL GALLON TERR TERRACE PR

XXXXXXXX

PER\W

WS W

EBSIT

CB CATCH BASIN GALV GALVANIZED THD THREADCFM CUBIC FEET PER MINUTE P

GALV STL GALVANIZED STEEL PIPE THD TROUGH FRAME HEAVY DUTY DOUBLE LEAFCFS CUBIC FEET PER SECOND P POLE

GAS NATURAL GAS THK THICKNESS

OJE

CT N

O

CHKV CHECK VALV E PB PLAT BOOKGJ GROOVE JOINT THD TROUGH FRAME HEAVY DUTY SINGLE LEAF

CI, CIP CAST IRON PIPE PBL POLYBUTYLENEGLV GLOBE VALVE TN TON P

R

CISP CAST IRON SOIL PIPE PC POINT OF CURVATUREGPD GALLONS PER DAY TOB TOP OF BEAM

CJ CONSTRUCTION JOINT PCM PERMANENT CONTROL MONUMENTGPH GALLONS PER HOUR TOC TOP OF CURB

PE PLAIN ENDCKT CIRCUIT

XXXXXXXXXXXXXXX

GPM GALLONS PER MINUTE TOP TOP OF PAVEMENTCL CENTER LINE PG PRESSURE GAGE, PAGE

GR LN GRADE LINE TOS TOP OF SLABPI POINT OF INTERSECTIONCL CLAY GRTG GRATING TP TURNING POINT

CL2 CHLORINE GAS PL PROPERTY LINEGS GRAVITY SEWER TR TOP OF RIM

O CLF CHAI LINK FN ENCE POB POINT OF BEGINNINGGTV GATE VALVE TR TRACK

VEL CLS CHLORINE SOLUTION POJ PUSH-ON JOINT

TYP TYPICALCLVT CULVERT POLY POLYETHYLENE (PLASTIC)

H TWN TOWNSHIP (SURVEYING)

E CMP CORRUGATED METAL PIPE POTW POTABLE WATERXFMR TRANSFORMER

D

HB HOSE BIBBCMU CONCRETE MASO NRY UNIT PP POWER POLEHD HEAVY-DUTYO CND CONDUIT PRB POLLUTION RETARDANT BASINHDPE HIGH-DENSITY POLYETHYLENE T PREFAB PREFABRICATED U

CO CLEA OUT/N COMPANY

ION HNDRL HAND RAIL UEC UNDERGROUND ELECTRIC CABLE OR CONDU

CON CONNECTION PRESS PRESSUREHOA HAND-OFF-AUTOMATIC UED UNDERGROUND ELECTRIC DUCTPROP PROPERTYCONC CONCRETEHORIZ HORIZONTAL

AT CONSTR CONSTRUCTION PRV PRESSURE REDUCING VALVE UEE UTILITY EASEMENT (EXCLUSIVE)

HP HORSEPOWER PRW PROCESS WATER UGND UNDERGROUNDCONT CONTINUOUS

ST HR HOUR PSF POUNDS PER SQUARE FOOT UTC UNDERGROUND TELEPHONE CABLE

CONTR CONTRACT(OR)HWL HIGH WATER LEVEL UTIL UTILITYPSI POUNDS PER SQUARE INCH

IFT COORD COORDINATE HWY HIGHWAY UTIL ESMT UTILITY EASEMENTPSIA POUNDS PER SQUARE INCH ABSOLUTECORP CORPORATION Hz HERTZ UP UTILITY POLEPSIG POUNDS PER SQUARE INCH GAGE\L CP CONCRETE PIPE

S PSM PROFESSIONAL SURVEYOR AND MAPPERCPP CORRUGATED HIGH DENSITY POLYETHYLENE PIPE

L PT POINT OF TANGENCYCPVC CHLORINATED POLYVINYL CHLORIDE I V

A SEAL

T I&EE INGRESS AND EGRESS EASEMENT PV PLUG VALVE V VOLT(S)CR CONCENTRIC REDUC ER

IT ID INSIDE DIAMETER / DIMENSION PVC POLYVINY CHLOL RIDE (PLAS TIC) VAC VACUUMCT COURT / COUNT

SU

BM IE,INV EL INVERT ELEVATION PVMT PAVEMENT VAR VARIATION / VARIESCTV CABLE TELEVISION

IEB INGROUND ELECTRIC BOX PWR POWER VCP VITRIFIED CLAY PIPECU FT CUBIC FEETIN INCH VERT VERTICALCU YD CUBIC YARDINF INFLUENT VFD VARIABLE FREQUENCY DRIVECY CUBIC YARD Q

DS\W

WS S

T IP IRON PIPECYL CYLINDER Q RATE OF FLOWIPS INTERNATIONAL PIPE STANDARD QTY QUANTITY W

D IW IRRIGATION WATER W/ WITH DESIGN: DRAWN: CHECK:

D DELTA ANGLE R W/O WITHOUT TEC J DA : REVISION DESCRIPTION:

DBI DIT H BOTTOM INLET R RADIUS W WATTJ-BOX JUCTIO BOXN DCR MIAMI DADE COUNTY RECORD R RANGE W WESTJT JOINT WAY WAY

RD DE DRAINAGE EASEM ENT RCP REINFORCED CONCRETE PIPE

DEG DEGREE RCCP REINFORCED CONCRETE CULVERT PIPE WM WATE METER R/WIRE MESH

A DEPT DEPARTMENT K RCPP REINFORCED CONCRETE PRESSURE PIPE WM WATER MAIN

DAN DESCR DESCRIPTION kV KILOVOLT RCW RECLAIMED WATER WPR WORKIN PRESG SURE

kVA KILOVOLT-AMPERE RD ROAD WSP WELDED STEEL PIPEDFLCT JT DEFLECT JOINT(S)

ST DFT DRY FILM THICKNESS kW KILOWATT RDC REDUCER WT WATER TABLE / WATERTIGHT

DIA DIAMETER kWh KILOWATT-HOUR RE RIM ELEVATION WT EL WATER ELEVATION

AD DIP DUCTILE IRON PIPE REV REVISION WTP WATER TREATMENT PLANT DRAWING NAME:

\C

DISCH DISCHARGE L REQD REQUIRED WW WASTE WATE R

DR DRIVE WWF WELDED WIRE FABR IC ABBREVIATIONS AND

A LATL LATERAL RGE RANG (SURE VEYING)

T DRWY DRIVEWAY WWM WELDED WIR E MES HLB/FT POUNDS PER FOOT LOCATION MAPA DWG DRAWING WWTP WASTEWATER TREATMENT PLANTLBR LIMEROCK BEARING RATIOD SCALE:_ LBS POUND(S) DWG NO:

ESIG

N YYD YARD(S) AS SHOWN XXXX-XX-XXXYH YARD HYDRA NT

DESIGN

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1/2" EXPANSION

F. JOINT FILLER (TYP)

e PD

b 1'

Ado 1/2" STAINLESS REFER TO WWS MINIMUM DESIGN

STEEL PLATE AND CONSTRUCTION STANDARD LIFT STATION DATA TABLE"GUIDELINE FOR MINIMUM

IA, LIFT STATION COMMON NAMEFORCEMAIN SIZING"

GARC PUMP MODEL NUMBER / IMPELLER SIZE

"HH" WWS STANDARD CURVE #

B VALVE COLLAR

C VOLTAGE/CYCLES/PHASE

, 6

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:53:2

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M HORSE POWER"BB"

TEE 9" MIN. DIP FM RPMVENT DESIGN POINT FLOW (GPM)

CL PUMPSEWER

DESIGN POINT HEAD (FT)

"I-I" SHUT-OFF HEAD (FT)LONG SOLIDCL SLEEVE"DD" "CC" MID-POINT FLOW (GPM)

(RESTRAINED)MID-POINT HEAD (FT)

PRESSURE GAUGE

-1), CL PUMP (SERVICE SADDLE AND CORP) EFFICIENCY AT DESIGN POINT (%)

(M "AA" RUN OUT FLOW (GPM)FLANGED PLUG VALVE, FLANGED KAMLOCK

GRAVITY 10" MIN ADAPTOR AND KAMLOCK CAP ALL MOUNTED

ION RUN OUT HEAD (FT)

SEWER ON A FLANGED TEE (PUMP OUT CONNECTION)CL PUMP "EE" 3' FINISHED TOP OF SLAB EL "A"

EVAT (C-900) DIAMETER "O"

MIN WETWELL DIAMETER "B" (FT)

EL 90° BEND WETWELL BOTTOM ELEVATION "C"

D INFLUENT PIPE DIAMETER (INCHES)

AN CL

INFLUENT PIPE INVERT ELEVATION "D"

AN

BOTTOM VIEWPLUG VALVE

CHECK VALVE ELEVATION "E"

PL

2' (TYP)

PLAN VIEW CHECK VALVE ALARM ELEVATION "F"

g, NTS PIPE SUPPORT (SEE DETAIL)

dw LAG PUMP "ON" ELEVATION "G"

. NTS

TE LEAD PUMP "ON" ELEVATION "H"

CONCRETE SLAB BETWEEN WETWELL

LA REFER TO WWS MINIMUM DESIGN AND CONSTRUCTION STANDARD BUBBLER ELEVATION "H-2"AND VAULT TOPS TO BE 4" THICK,

MP "LIFT STATION WETWELL SIZING REQUIREMENTS" UNREINFORCED, WITH EXPANSION PUMPS "OFF" ELEVATION "I"

E JOINT MAT'L BETWEEN ADJACENT SLABS

T ALARM/FLOAT PUMP "ON" ELEVATION "J"

SIO

N FLOAT PUMP "OFF" ELEVATION "K"

PUMP DISCHARGE DIAMETER "L" (INCHES)

AT

SST SAFETY CHAINS (TYP)

ST FLANGED WEIGHT AND LEVER CHECK VALVE DISCHARGE PIPE DIAMETER "M" (INCHES)

ALUMINUM ACCESS HATCH W/SST BOLTS

FT DISCHARGE PIPE CL ELEVATION "N" ME:

I (ROTATED 90 DEG FOR CLARITY) FLANGE ADAPTORUPPER GUIDE (TYP) PUMP OUT DIAMETER "O" (INCHES)

XXXXXXXXXXXXXXXX

XXXXXXXXXX

XXXX

L2013\W

WED

FLANGED PLUG VALVERAIL BRACKETVENT WETWELL CL TO PUMP CL "AA" (IN) O

ALUMINUM ACCESS HATCH WETWELL CL TO PUMP CL "BB" (IN)EXPANSION (ROTATED 90 DEG FOR CLARITY)JOINT (TYP) PUMP CL TO PUMP CL "CC" (IN)8" (MIN) 8" (MIN)

1'MIN. WETWELL HATCH OPENING LENGTH "DD" (IN)

EL A 12 (TYP) OJE

CT N

A

6. 1

E 6

. MIN. WETWELL HATCH OPENING WIDTH "EE" (IN) PR

PER\W

WS W

EBSIT

VALVE VAULT WIDTH "HH" (IN) OJE

CT N

TWO STRIPS OF "RAMNEK" 3' MIN VALVE VAULT LENGTH "II" (IN)PLUG VALVE (TYP) PR

OR APPROVED EQUAL (TYP)2 STRIPS OF "RAMNEK" WETWELL BOTTOM TO VOLUTE BOTTOM "KK" (IN)(OR APPROVED EQUAL) TO AIR BUBBLER

SYSTEM3/4" x 45 DEG CHAMFER CAST IN SLAB ON EL"N"

TOP AND UNDERSIDES OF ALL SLABOPENINGS AND EXTERIOR SURFACES 12"X12"X12" TEE (FL X FL) (TYP)3" PVC SCHED 40

SUMP

O DRAIN PIPECABLE HOLDER 316 SST "B" PIPE SUPPORT

VEL SLOPE 1"/FT(LOCATE BASED ON 8 (SEE DETAIL)

E CONDUIT LOCATION) 12" MIN

D GROUT SLOPE (1:12)

O 2 STRIPS OF "RAMNEK (OR TOWARD SUMP (MIN)EL E

T APPROVED EQUAL) AT ALL JOINTS PRECAST VALVE VAULT, SHOP

ION

WALL PENETRATION SEAL (TYP) 304 SST SCHED 40 DOUBLE GUIDE DRAWING SUBMITTAL REQ'D

ALL PIPE OPENINGS RAIL SYSTEM PER WWS PRODUCT

AT 3" PLUG W/316 SST

SPECIFICATION SHEETS

ST WIRE ROPE CABLE

EL D DISCHARGE PIPE SUPPORT 10' OC (MAX) ATTACH TO TOP SLAB

IFT

ALARM BACK-UP FLOAT "ON" EL J TIDE FLEX SERIES 37 FLANGED

\L INLINE CHECK VALVE W/BUNA-N

SL BUBBLER EL F RUBBER SLEEVE, OR APPROVED EQUAL SEAL

A NOTES:

T DIP DISCHARGE PIPING DIAMETER "M"

IT BUBBLER EL G

SU

BM WETWELL TO BE COATED PER WWS

PRODUCT SPECIFICATION SHEETS 1. FOR ALL WATER & WASTEWATER MINIMUM DESIGN AND CONSTRUCTION STANDARDS VISIT THE WWS WEBSITE AT:BUBBLER EL H LIFTING CABLE PER PUMP WWW.BROWARD.ORG/WATERSERVICES/PAGES/MINIMUMDESIGNANDCONSTRUCTIONSTANDARDS.ASPX

D MANUFACTURER REQUIREMENTS

S\W

WS S

T 2" 2. VALVE VAULT INTERIOR WALL DIMENSIONS AND HATCH FRAME OPENING DIMENSIONS TO BE 60"X60" OR 72"X72" AS DIRECTED BY WWS.BUBBLER EL I

DRAIN PIPE TO EXTEND BELOW LEAD PUMP ON ELEV. DESIGN: DRAWN: CHECK:FLOAT PUMP "OFF" EL K

3. WETWELL AND VALVE VAULT HATCHES SHALL BE US FOUNDRY, HALLIDAY (OR APPROVED EQUAL) THD/TPD ALUMINUM ACCESS HATCHES. ALL HARDWAREECCENTRIC INCREASER (IF REQUIRED) DATE: REVISION DESCRIPTION:

TO BE 316 STAINLESS STEEL.BUBBLER SYSTEM TUBING EL H-2WETWELL BOTTOM EL C

RD . 4. FALL PROTECTION REQUIRED FOR WETWELL AND VALVE VAULT (SUBMITTAL REQUIRED).

MIN PRECAST WETWELL, SHOPA

D 12"

DRAWING SUBMITTAL REQ'D5. HATCHES TO BE EQUIPPED WITH AUTOMATIC HOLD OPEN ARMS, HORIZONTAL COMPRESSION SPRINGS, WATERTIGHT SLAM LOCKS, RECESSED OVERSIZE

AN

" 12" PADLOCK BOX, AND SAFETY CHAINS. HINGES TO BE ATTACHED USING TAMPER PROOF CARRIAGE BOLTS WITH WELDED NUTS.

ST

"KK (TYP)

GROUT FILLET 6. SHOP DRAWINGS REQUIRED FOR PRECAST WETWELL, VALVE VAULT AND TOP SLABS. ALL PRECAST STRUCTURES MUST MEET ASTM C478 SPECIFICATIONS

AD

BASE ELBOW DRAWING NAME:ALL AROUND

\C ANGLE=30°-45°A PUMP DISCHARGE DIAMETER "L" 7. FOR LIFT STATION COMMON NAME REFER TO WWS MINIMUM DESIGN AND CONSTRUCTION STANDARD "RETAIL LIFT STATION NAMING CONVENTION" PLAN AND ELEVATION

TA REFER TO WWS MINIMUM DESIGN AND CONSTRUCTION STANDARD 304 SST ANCHOR BOLTS PER PUMP

D "LIFT STATION STANDARDS PUMPS"_ MANUFACTURER REQUIREMENTS SCALE: DWG NO:

ESIG

N AS SHOWNELEVATION DESIGNATION

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2013\W

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8 O

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X x x x X X X

OJE

CT N

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PR

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. 3/4" WASHED ROCK

X

PER\W

WS W

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E 10' OVER WEED BARRIER X

IN) DEPTH XXXXXXXXXX

V PR

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X 1' X

E XXXXXXXXXXXXXXXX

OJE

CT N

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SEE

O

PE-W

A

NOTE 1X

X NOTES:

VEL

1" CONCRETE

E BOLLARDS (2)DRIVE 1. MAINTENANCE ACCESS STRUCTURES SHALL BE INSTALLED

D FENCE

O WITHIN THE PUMP STATION EASEMENT AS SHOWN UNLESS3'

T

X

X WWS DIRECTS OTHERWISE.MIN

ION

"B" 2. FINISH GRADE ELEVATION FOR WETWELL AND VALVE

AT

ST VAULT SHALL BE A MINIMUM OF ONE FOOT ABOVE THE

X

X FEMA 100 YR FLOOD ELEVATION OR NOT LOWER THAN

IFT

CROWN OF ROAD.

\LSL SEAL

A 3. ALL CONCRETE SLABS ON GRADE SHALL BE CLASS A.

T X VALVE X

IT S

UBM VAULT " 4. DRIVEWAY SHALL BE 6-INCH THICK CONCRETE, WITHOUT

"C REINFORCEMENT, UNLESS WWS DIRECTS OTHERWISE.

DS\W

WS S

T

X

X 5. THIS SITE LAYOUT IS GENERAL IN NATURE AND SHOULD BEWETWELL Ø MODIFIED AS REQUIRED FOR EACH INDIVIDUAL LIFT DESIGN: DRAWN: CHECK:

STATION. WWS RESERVES THE RIGHT TO MODIFYCONNECT CONTROL

DATE:TRANSFER

REVISION DESCRIPTION:

PROPOSED LAYOUT TO MEET OPERATIONAL NEEDS.BACKFLOW X PANEL PANEL SWITCH X

RD PREVENTER

1'

A FPL METER

D WETWELL1'

AN X X X X X X X X DIAMETER "A" "B" "C" "D"

ST

6' 30.00' 30.00' 13.34' 20.25'

AD DRAWING NAME:

"D" 8' 30.00' 30.00' 16.34' 22.25'

\CA 10' 32.00' 32.00' 19.00' 27.50' SITE PLAN

TA "A" 12' 35.00' 35.00' 20.00' 29.00'

D SCALE:_ DWG NO:

ESIG

N

TYPICAL SITE PLAN AS SHOWN

NTS DESIGNATION:

_D

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SLAB OPENING CONCRETE SLAB

1/2" DIAWALL PENETRATION HOOKS

SEAL 316 SSTSEEPAGE RING

pc3

WALL PENETRATIONSEALDIP PIPE SLEEVE

F.e

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2"

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Ado 316 SST WASHER CONDUITS

4- 3/4" X 6"

IA, 316 SST BOLTS E

GARC 1/2" FLANGE FILLER W/316 NUTS & L EB PASSING PIPE L P LDER / C

LOCK WASH " A ASSING PIPE CABLE HO NDUI DETAILS B

O T ER "A20/20 316 SST MESH

B

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2"

4- 3/4"x 2 1/4"316 SST NUTS & 6"X 8" DIP FLANGED BRASS KAMLOCK ADAPTORLOCK WASHER INCREASER SEAL VOID W/NON-SHRINK

SEAL VOID MODEL 633F - MALE N.P.TGROUT BOTH SIDESW/NON-SHRINK GROUT W/DUST CAP

BRASS NIPPLEBOTH SIDES

-3),

NOTES:6" NOTES:

S (

M THREADED FLANGEDIA 1. ALL DIMENSIONS ARE GIVEN IN INCHES.

1. ALL DIMENSIONS ARE GIVEN IN INCHES.

AIL 2. USE ON NEW CONSTRUCTION, UNLESS OTHERWISE

2. USE ON EXISTING CONSTRUCTION.

T APPROVED BY BCWWS.

E D

D S

T TO BE COATED NOMINAL NOMINALWITH WETWELL PIPE SIZE SLEEVE "A" PIPE SIZE SLEEVE "A"4- 3/4"x 2 1/4" PIPE SIZE "A" PIPE S IZ E "A"g

,

DIA DIA

dw PLUG VALVE316 SST EXP ANCHOR TEE

. 2 4 6 12 16 19 2 4 12 16

TE 2-1/2 4 7 14 18 21 2-1/2 4 14 18

NOTE: 3 5 7-1/2 16 20 23-1/2 3 5 16 20

LA 4 6 9 18 22 25 4 6 18 24

MP 6 10 13 20 24 27-1/2 6 10 20 24

THE PENETRATION FOR THE VENT ASSEMBLY SHALL BE LOCATED 1'

TE 8 12 15 24 28 32 8 12 24 30

INSIDE THE INTERIOR WETWELL WALL AND CENTERED OPPOSITE 10 14 17 10 14

ION

S FROM THE DISCHARGE PIPING.

AT

ST

6" WETWELL VENT WALL SLEEVE PENETRATION

FT

CORE DRILL PENETRATION

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DETAIL DETAILNTS NTS NTS NTS

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9"CHAMFER TOPEDGE 3/4", 45 DEG PRESSURE SIGNAL

1" X 3/4" TEE WIRE1" BALL VALVE , XXXXXXXXXXXXXXXX

W/3/4" HOSE BIBBNPT ENDS (TYP-3 PLACES) PIPE 1/2" DIA 316 SST EXPA TYPE 316 SSTANCHOR WASHER & PRESSURE SNUBBER

O NUT (TYP OF 4) PENETRATE

VEL 6" DIAPHRAGM SEAL5" MIN

E 1/2" X 1/2" -CONVERT TO 1/2" TYPE 316 SST PIPE (TYP)DRILL 5/8" DIA HOLE D 316 SST TEEBRASS/PVC

O (TYP) W/SST PLUGAT FITTING T X NON-SHRINKCONCRETE SUPPORT 1/2" TYPE 316 SST BALL VALVE

ION (SEE NOTES)

48"

MA GROUTPEDESTAL FORMED IN PLACE1" SST PIPE 1/2" DIA 316 SST U-BOLT

AT 1/2" TYPE 316 SSTSUPPORT WITH

12" WASHER & NUT

BALL VALVE

ST SST ANCHOR 1/2" TYPE 316 SST

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A

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IFT

LIFT STATION PUMP

N

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S 18" DI CHARGE PIPE

MI

3/8" 316 SSTL SEAL

A 4" CONCRETE WEDGE ANCHORS

T L 3"X3"X1/4" 316 SSTSLAB (TYP)IT 1"-90 DEG EXTEND FULL LENGTH

SU

BM CONSTRUCT 18" x 18" x 6" CONC BASE

ELBOW 1" REDUCED PRESSURE BFP OF WETWELLWITH #4 REINFORCING STEEL @ 5" OCEW PLAN

1IF SUPPORT IS NOT LOCATED ON AN " -316 SST TEE REDUCER

1" PE WATER SERVICE 2

D G SLAB. -1/4"

S\W

WS S

T

EXISTIN 2BELOW GRADE 9" X 9" X 1/4" 316 SST BASE PLATE, 1" DOUBLE STRAP SERVICE1-1/2"

INSTALL BEFORE LINING SADDLE AND CORP STOP (TYP)(TYP) DESIGN: DRAWN: CHECK:

NOTES: NOTES: DATE: REVISION DESCRIPTION:5/8" DIA HOLE (TYP OF 4) PRESSURE GAUGE: ASHCROFT 45-2279-SSH-04L-XX#1. BACKFLOW PREVENTER LOCATED INSIDE FENCED AREA SHALL 1. CONCRETE SHALL BE 4000 PSI, UNREINFORCED.

1/4" OR APPROVED EQUALBE FEBCO MODEL 825YA (OR APPROVED EQUAL) AND SHALL 2. SEE PLANS AND SECTIONS FOR PIPE ELEVATION REQUIREMENT.

RD SNUBBER: ASHCROFT 50-1112SEUSE SCHED 40 BRASS FOR ALL ABOVEGROUND PIPE/FITTINGS 3. PIPE SUPPORT SUITABLE FOR PIPE SIZES 3" THROUGH 24" DIA.A DIAPHRAGM SEAL: ASHCROFT TYPE 50-100SS-04T-XCG FORCE MAIN

D AND VALVES. 4. SUPPORT STRAIGHT PIPE SECTION, FITTING OR PLUG VALVE. DO L 3" X 3" X 1/4" 316 SST

AN 2. BACKFLOW PREVENTER LOCATED OUTSIDE FENCED AREA NOT PLACE UNDER CHECK VALVE.

NOTES:

ST SHALL BE UV RESISTANT COMPOSITE PLASTIC UBS RP-500 (OR NOTE: MAX DISTANCE 1. TAP PIPE PER MANUFACTURER'S RECOMMENDATIONS AT SPRINGLINE.APPROVED EQUAL) AND SHALL USE SCHED 40 PVC FOR ALL

AD BETWEEN SUPPORTS 2. ALL PIPE AND FITTINGS SHALL BE SCHEDULE 80 STAINLESS STEEL.ABOVE GROUND PIPE/FITTINGS. DRAWING NAME:

SECTION A-A SHALL NOT EXCEED 10 FEET 3. INSTALL PRESSURE GAUGE AND DIAPHRAGM SEAL PER MANUFACTURER'S\CA REQUIREMENTS. STANDARD DETAILS

TA 4. PRESSURE RANGE FOR GAUGE TO BE BASED ON OPERATING CONDITIONS.

D SCALE:_ DWG NO:

ESIG

N BACKFLOW PREVENTER PIPE SUPPORT - CONCRETE PEDESTAL LIFT STATION PUMP DISCHARGE PIPE SUPPORT PRESSURE GAUGE AS SHOWN

DETAILS DETAIL DETAIL DETAIL DESIGNATION:

_D

:\EED NTS NTS NTS NTS

LAST SAVED: 06/06/13 - 3:27PM M-3

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#4 BAR (TYP)

3-STRANDS BARBEDWIRE, ANGLE OUT (2) FDOT INDEX 17349 CASE II-REQUIRED#9 GALV. AT 45 DEG WITH GALV. REFLECTORS MOUNTED BACK TO BACK,CLIPS MTG. BRACKETSP TO FENCE FABRIC (TYP.)2'-0" MAX. L

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(MAX) 6' SECTION (2)(SCHED 40 PIPE)

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2 "#9 GALV. CLIPS,STRETCHER BARS #9 TIE WIRES

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C 3/8" ROUND

, 6

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6'

TRUSS BARS LINE POST(SEE NOTE 8)

" TENSION WIRE FABRIC

2 PANEL LENGTH + 4"

1 2" TURNBUCKLE

6 GRADEDRILL 6-15/16" 1-1/2"HOLES TYP " NOTE: VERIFY REBAR DOES NOT CONFLICT WITH PANEL ANCHOR BOLTS

-0 3,000 PSI CONCRETE 36" 48" (TYP)7/8" X 10" - 304 SST WEDGE ANCHOR 304 SST PUMP BASE ANCHOR 3

'

6"(EMBED 7" MIN) - TYP (6 LOCATIONS) BOLTS PER MANUFACTURER'S TOP OF SLABCONSTRUCT 2" (TYP) 1" CHAMFERRECOMMENDATION (TYP) FENCE 1'-6"

1/2" - 316

-4), NUT (TYP) FROM PROPERTY P 12" 12"L #9 TIE WIRES

SST PLATE LINE

S (

M 3,000 PSI 24" (TYP) #4 BAR DOWELCONCRETE (TYP.) #4 BAR 4"

AIL NOTES:

TE 1. FABRIC: No 9 GALV STEEL WIRE, 2" MESH, BLACK VINYL COATED.

D

MIN LEVELING NUT

7" 1. FABRIC TIES: No 9 GALV STEEL WIRE SPACED 12" APART ON POST AND 24"D NOTES: APART ON RAILS. 2"

ST

2. CORNER POST: 3" OUTSIDE DIAMETER PIPE, 5.79 #/FT. BONDING AGENT

g, 1. GATE SECTIONS SHALL BE HORIZONTALLY CROSS-BRACED AT THE MIDPOINT WITH3. LINE POST: 21 " OUTSIDE DIAMETER PIPE, 5.79 #/FT - SCHED 40. IF SECOND POUR

dw 2 SLAB

5 1.660" DIA. SCHEDULE 40 STEEL PIPE.

. PUMP STATION BASE 4. TOP RAIL: 1 8" OUTSIDE DIAMETER PIPE, 2.27 #/FT. SET IN EPOXY IFDRILL PUMP STATION 2. 3-BARB WIRE STRANDS W/GALV. BRACKETS, SET VERTICAL OVER GATE.

TE 5. NUTS, BOLTS & SCREWS: SHALL BE OF GALVANIZED STEEL, MIN SIZE 3

NON-SHRINKSLAB 8" DIAMETER. SECOND POUR3. GATE POST: 4" OUTSIDE DIAMETER PIPE, 9.1 #/FT.

LA 6. BOTTOM WIRE: COIL SPRING WIRE 7 GA.MACHINERY GROUT

MP 7. TRUSS BARS ARE REQUIRED FOR THE FIRST SPAN ON EACH SIDE OF A CORNER POST(NO VOIDS)

OR GATE SECTION.

TE

8. ALL FENCING MATERIALS: TO BE HOT DIPPED GALVANIZED.

ION

S NOTE: SHOP DRAWING SUBMITTAL REQ'D

AT ELECTRICAL PANEL SLABPUMP PLATFORM CHAIN-LINK FENCE 12' SWING GATE

ST

FT DETAIL

I DETAIL DETAIL DETAIL ME:

L NTS

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O

NUMBER OF SPRINGS NUMBER OF SPRINGSMAY VARY DEPENDING MAY VARY DEPENDINGON HATCH SIZE ON HATCH SIZE O

JECT N

A

6.

PR

E 6

.

XXXXXXXXXX

OJE

CT N

PER\W

WS W

EBSIT PR

SST AUTOMATIC SST AUTOMATICHOLD OPEN ARM HOLD OPEN ARM

SST SLAMLOCK XXXXXXXXXXXXXXXX

SST SLAMLOCK

OVEL

US

E F

US

D

FA F

BR

I

FA

CA

BR

T II CON AT

O

ION

T FLUSH DROP

ION FLUSH DROP

HANDLE HANDLE

AT

ST

IFT

\LSL SEAL

AT SECTION VIEW

IT PLAN VIEW SECTION VIEWSIDE

SU

BM PLAN VIEW

1 SIDE4 FLOOR PLATE

ODOR REDUCTIONODOR REDUCTION1

D FLOOR PLATE GASKET AND CUSHION

S\W

WS S

T

GASKET AND CUSHION 4

1 12 DIA. DRAIN 1 1 DIA.DRAIN DESIGN: DRAWN: CHECK:COUPLING 2

COUPLING3 1/2 DATE: REVISION DESCRIPTION:

3 1/2

RD

A

SECTION VIEW 1/4 EXTRUDED TROUGH SECTIONDAN W/INTEGRAL CONT. ANCHOR FLANGE

FRONT AND GROOVES FOR GASKET/CUSHION

ST FRAME MAT'L: ALUMINUM 6063-T5

NOTE: ALL STRUCTURES LOCATED IN THE RIGHT-OF-WAY MUST USE

AD THIS COVER UNLESS WWS DIRECTS OTHERWISE. NOTE: ALL STRUCTURES LOCATED IN EASEMENTS MUST USE FRAME DETAIL DRAWING NAME:

\C THIS COVER UNLESS WWS DIRECTS OTHERWISE.

A STANDARD DETAILS

TA

D_ TROUGH FRAME, HEAVY-DUTY, DOUBLE TROUGH FRAME, PEDESTRIAN, DOUBLE

SCALE: DWG NO:

ESIG

N

ACCESS DOOR COVER (THD) AS SHOWNACCESS DOOR COVER (TPD)

_D DETAIL DETAIL DESIGNATION:

:\EED NTS NTS LAST SAVED: 06/06/13 - 3:27PM M-4

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GENERAL

pc3

7. CONCRETE SHALL BE EITHER CLASS A OR CLASS B, AS INDICATED ON THE DRAWINGS OR SPECIFIED IN D. ALL ACTIVE LEAKS IN THE STRUCTURE SHALL BE STOPPED USING CHEMICAL GROUTING AND HYDRAULIC 17. TUBBING FITTINGS SHALL BE SWAGELOK BRASS FITTINGS (OR APPROVED EQUAL).F.e

PD

1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH BROWARD COUNTY WATER AND WASTEWATER THESE SPECIFICATIONS. IN GENERAL CLASS A CONCRETE SHALL BE USED FOR REINFORCED CONCRETE CEMENT.SERVICES (WWS) "MINIMUM DESIGN AND CONSTRUCTION STANDARDS" AND APPLICABLE LOCAL AND CAST-IN-PLACE IN FORMS FOR SLABS, FOOTINGS, FOUNDATIONS, MAINTENANCE ACCESS STRUCTURES 18. COLOR CODING:NATIONAL CODES. AND SIMILAR REINFORCED CONCRETE STRUCTURES COMING UNDER THE SCOPE OF ACI 318. CLASS B E. ALL CRACKS, VOIDS AND REMOVED STEP HOLES SHALL BE FILLED USING A WATER RESISTANT

b A

do CONCRETE SHALL BE PLAIN CONCRETE AND SHALL BE USED FOR PIPE CRADLES, PIPE AND CONDUIT FAST-SETTING CEMENT PATCH. A. SINGLE PHASE 120/240V-BLACK, WHITE, AND RED.

2. MINIMUM REQUIREMENTS FOR PRODUCTS USED IN BROWARD COUNTY DISTRIBUTION AND COLLECTION ENCASEMENT, BEDDING, GRADE CORRECTION, ANCHORS, COLLARS, THRUST BLOCKS, MASSIVE SECTIONSSYSTEMS ARE DEFINED IN "PRODUCT SPECIFICATION SHEETS". AND OTHER NON-REINFORCED CONCRETE. 2. REBUILDING CONCRETE SURFACES B. THREE PHASE 120/240V 4 WIRE-HI LEG CENTER AND ORANGE, WHENEVER NEUTRAL IS PRESENT.

IA, THE ABSENCE OF NEUTRAL, THEY WILL BE MARKED BLACK, RED, AND BLUE AND/OR A-B-C. WI

3. FOR ALL WATER & WASTEWATER "MINIMUM DESIGN AND CONSTRUCTION STANDARDS" AND "PRODUCT

GARC 8. CONCRETE INGREDIENTS SHALL BE SELECTED, PROPORTIONED, AND MIXED IN SUCH A MANNER AS A. THE CONCRETE SHALL BE RETURNED TO ITS ORIGINAL WALL THICKNESS USING A ONE COMPONENT CONSTITUTE CLOCKWISE ROTATION OF ALL 3-PHASE MOTORS. THIS IS TO ASSURE PHASE RELATIO

SPECIFICATION SHEETS" REFER TO: WILL PRODUCE A WATERTIGHT DURABLE CONCRETE THAT WILL DEVELOP THE FOLLOWING MINIMUM MORTAR, MINIMUM INSTALLED THICKNESS SHALL BE 1/2". THROUGHOUT THE SYSTEM.WWW.BROWARD.ORG/WATERSERVICES/PAGES/MINIMUMDESIGNANDCONSTRUCTIONSTANDARDS.ASPX COMPRESSIVE STRENGTHS AT AN AGE OF 28 DAYS WHEN SAMPLED, CURED AND TESTED IN ACCORDANCE

WITH THE PROCEDURES SPECIFIED IN ASTM C 31 AND C 39: B. ONE COMPONENT REINFORCED WET MORTAR: THE ONE COMPONENT MORTAR SHALL BE MICROSILICA C. 120/208V, 4 WIRE, THREE PHASE SHALL BE BLACK, WHITE, RED, AND BLUE WHERE THE NEUTRAL B 4. WHENEVER A MATERIAL, ARTICLE OR PIECE OF EQUIPMENT IS IDENTIFIED IN THE PROJECT MANUAL ENHANCED, FIBER REINFORCED AND BE DESIGNED FOR CORROSIVE ENVIRONMENTS WITH A pH=2.0 OR PRESENT. IF THE NEUTRAL IS ABSENT, BLACK, RED, AND BLUE AND/OR A-B-C WILL CONSTITUT

C INCLUDING DRAWINGS (PLANS) AND SPECIFICATIONS BY REFERENCE TO MANUFACTURER'S OR VENDOR'S, CLASS OF AVERAGE OF THREE MINIMUM ANY HIGHER. REINFORCED MORTAR SHALL HAVE THE FOLLOWING MINIMUM PHYSICAL PROPERTIES:

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CLOCKWISE ROTATION OF ALL THREE PHASE MOTORS, THIS IS TO ASSURE PHASE RELATIONAME, TRADE NAMES, CATALOG NUMBERS, OR OTHERWISE, IT IS INTENDED MERELY TO ESTABLISH A CONCRETE AGE CONSECUTIVE SPECIMENS ONE SPECIMEN THROUGHOUT THE SYSTEM.STANDARD, AND UNLESS IT IS FOLLOWED BY WORDS INDICATING THAT NO SUBSTITUTION IS PERMITTED,ANY MATERIAL, ARTICLE, OR EQUIPMENT OF OTHER MANUFACTURERS AND VENDORS WHICH WILL PERFORM A 28 DAYS 4,000 PSI 3,500 PSI 1. FLEXURAL STRENGTH 1000 PSI @ 28 DAYS ASTM C78-84 D. 277/480V, 4-WIRE-BROWN, ORANGE, YELLOW AND WHITE WHEN THE NEUTRAL IS PRESENT. IF THOR SERVE THE REQUIREMENTS OF THE GENERAL DESIGN WILL BE CONSIDERED EQUALLY ACCEPTABLE, B 28 DAYS 3,000 PSI 2,500 PSI NEUTRAL IS ABSENT, A-B-C WILL CONSTITUTE CLOCKWISE ROTATION OF ALL THREE PHASE MOTORPROVIDED THE MATERIAL, ARTICLE OR EQUIPMENT SO PROPOSED IS, IN THE OPINION OF THE WWS, EQUAL 2. COMPRESSIVE STRENGTH 9000 PSI @ 28 DAYS ASTM C109-92 THIS IS TO ASSURE PHASE RELATION THROUGHOUT THE SYSTEM.IN SUBSTANCE, QUALITY, AND FUNCTION. REFER TO PRODUCT SPECIFICATION SHEETS ATWWW.BROWARD.ORG/WATERSERVICES/PAGES/MINIMUMDESIGNANDCONSTRUCTIONSTANDARDS.ASPX FINISHING UNFORMED SURFACES 3. DENSITY (WET): 130 LB/CU. FT. ASTM C138-92 19. FABRICATE ANTENNA MAST FROM A 21 FOOT LENGTH OF 21

2 " DIAMETER SCHEDULE 40 ALUMINUM PIPPAINT LOWER THREE (3) FEET WITH ASPHALTUM PAINT, CAP THE TOP OF PIPE.

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE WORK AS SPECIFIED. 4. SPLITTING TENSILE STRENGTH: 700 PSI @ 28 DAYS ASTM C496-901. NO SURFACE TREATMENT WILL BE REQUIRED FOR BURIED CONCRETE NOT FORMING AN INTEGRAL PART OF

20. RUN 3/4 INCH RIGID ALUMINUM CONDUIT UP THE MAST FOR THE ANTENNA CABLE TO WITHIN 16 INCHE6. IF APPLICABLE THE CONTRACTOR SHALL SUPPLY ALL LABOR AND EQUIPMENT NECESSARY TO BY-PASS THE STRUCTURE EXCEPT THAT REQUIRED TO OBTAIN THE SURFACE ELEVATIONS OR CONTOURS AND 5. SLANT SHEAR BOND STRENGTH: 2250PSI @ 28 DAYS ASTM C882-91 OF THE TOP. RUN SECOND 3/4 INCH CONDUIT UP THE MAST FOR ALARM AND FLOOD LIGHTS A

LIFT STATION DURING CONSTRUCTION AND MAINTAIN SAID BYPASS FOR THE DURATION OF ITS USE. SURFACES FREE OF LAITANCE. THE UNFORMED SURFACES OF ALL OTHER CONCRETE SHALL BESHOWN. USE STAINLESS STEEL UNISTRUT AND CLAMPS TO HOLD CONDUITS TO THE MAST.SCREEDED AND GIVEN AN INITIAL FLOAT FINISH FOLLOWED BY ADDITIONAL FLOATING FOLLOWED BY

-5), 6. SULFATE RESISTANCE WEIGHTLOSS pH 1.0 <.97% ASTM C-267

7. COMPLIANCE TO "TRENCH SAFETY ACT" IS REQUIRED FOR ALL EXCAVATIONS IN EXCESS OF 5 FEET DEEP. TROWELING WHERE REQUIRED. CARE SHALL BE TAKEN THAT NO EXCESS WATER IS PRESENT WHEN THE 84 DAY IMMERSION pH 2.0 <.30% 21. MOUNT FLOOD LIGHT AND FLASHING RED LIGHT ON THE ANTENNA MAST AT TEN (10) FEET AND EIGH

S (

M

CONTRACTOR SHALL COMPLY WITH THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH FINISH IS MADE. NO SPECIAL CONCRETE OR CEMENT MORTAR TOPPING COURSE SHALL BE USED pH 3.0 <.18% (8) FEET ABOVE GRADE.ADMINISTRATIONS STANDARDS OSHA 29 CFR 1910.146, 'PERMIT-REQUIRED CONFINED SPACES' AND OSHA UNLESS SO SHOWN ON THE DRAWING.29 CFR 1926, 'SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION.' C. MATERIAL SHALL BE BASF SP15, OR APPROVED EQUAL. 22. TEST PUMPS AS FOLLOWS:E 2. SCREEDING: SCREEDING SHALL PROVIDE A CONCRETE SURFACE CONFORMING TO THE PROPER

T 8. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY: ELEVATION AND CONTOUR WITH ALL AGGREGATES COMPLETELY EMBEDDED IN MORTAR. ALLO A. TECHNICIAN MUST BE PRESENT TO CONDUCT TESTS.SCREEDED SURFACES SHALL BE FREE OF SURFACE IRREGULARITIES WITH A HEIGHT OR DEPTH IN EXCESS

N SUNSHINE STATE 1 CALL ............................. 811 OF 1/4 INCH AS MEASURED FROM A 10-FOOT STRAIGHT EDGE.S

PAINTING & COATINGS: B. MEGGER MOTORS, MOTORS SHALL BE 20 MEGOHMS OR MORE TO GROUND, DO NOT MEGGER

ION BCWWS NETWORK ...................................... (954)-831- 0838 LOW VOLTAGE CONTROLS.

BCWWS INSPECTOR..................................... (954)-831- 0901 3. FLOATING: SCREEDED SURFACES SHALL BE GIVEN AN INITIAL FLOAT FINISH AS SOON AS THE 1. WETWELL & VALVE VAULT EXTERIOR: THE EXTERIOR OF WET WELL & VALVE VAULTS SHALL BE COATEDCONCRETE HAS STIFFENED SUFFICIENTLY FOR PROPER WORKING. INITIAL FLOATING SHALL BE WITH TWO (2), 10 MILS (DFT) EACH COAT OF A BITUMASTIC COATING (20 MILS TOTAL DFT). BITUMASTIC

AT C. CHECK VOLTAGE, CHECK PUMP ROTATION, RECORD VOLTAGE AND AMPS UNDER LOAD.

9. THE CONTRACTOR SHALL ATTACH PUMP GUIDE RAILS AS PER MANUFACTURER'S RECOMMENDATIONS. FOLLOWED BY A SECOND FLOATING AT THE TIME OF INITIAL SET. THE SECOND FLOATING SHALL COATING SHALL BE CARBOLINE (KOPPERS) 300M, OR APPROVED EQUAL.

ST PRODUCE A FINISH OF UNIFORM TEXTURE AND COLOR. UNLESS ADDITIONAL FINISHING IS

D. DEMONSTRATE PROPER OPERATION OF ALL CONTROLS.10. ALL VALVES ARE TO BE TAGGED, STATING TYPE OF VALVE AND NUMBER OF TURNS TO OPERATE. IF THE SPECIFICALLY REQUIRED, THE COMPLETED FINISH FOR UNFORMED SURFACES SHALL BE THE FLOAT FINISH 2. WETWELL INTERIOR, OPTION A: THE INTERIOR OF A NEW OR REHABILITATED WET WELL, WHEREP

PU

M VALVE IS BURIED, A BRASS PLATE WILL BE CAST IN THE CONCRETE APRON AROUND THE VALVE COVER. IF PRODUCED BY THE SECOND FLOATING. DIRECTED BY WWS, SHALL BE COATED WITH TWO (2) COATS, 15 MILS (DFT) EACH, OF A BITUMASTIC E. CONDUCT DRAWDOWN TESTS AS REQUIRED.

THE VALVE IS LOCATED IN A PIT, THE TAG SHALL BE HUNG FROM THE VALVE WITH A PLASTIC STRAP. COATING (30 MILS DFT, TOTAL). BITUMASTIC COATING SHALL BE CARBOLINE (KOPPERS) 300M, OR4. BROOMING: SURFACES OF EQUIPMENT BASES AND SLABS ON GRADE SHALL BE GIVEN A LIGHT BROOM APPROVED EQUAL.

F. CHECK OPERATION WITH OWNER'S PORTABLE GENERATOR AND CHANGE WIRE CONNECTIONS IN

g, 11. ALL VALVE BOXES SHALL HAVE LOCKING LIDS. FINISH PROVIDING A NONSLIP SURFACE. BROOMING SHALL BE DONE AFTER THE SECOND FLOATING

THE PANEL TO GIVE CORRECT ROTATION.

dw AND FOR TRAFFIC AREAS SHALL BE AT RIGHT ANGLES TO THE NORMAL TRAFFIC DIRECTION. 3. WETWELL INTERIOR, OPTION B: THE INTERIOR OF A NEW OR REHABILITATED WET WELL, WHERE DIRECTED

. 12. DUCTILE IRON PIPE AND FITTINGS SHALL CONFORM TO BCWWS PRODUCT SPECIFICATION SHEETS. BY WWS, SHALL BE COATED WITH A SPRAYABLE, HIGH BUILD, MOISTURE TOLERANT, CHEMICAL RESISTANT

TE 5. EDGING: ALL PERMANENTLY EXPOSED EDGES OF UNFORMED SURFACES SHALL BE CHAMFERED WITH A 3/4 EPOXY COATING DESIGNED TO BE APPLIED ON DRY OR DAMP CONCRETE SURFACES AND YIELDING A HARD

13. ALL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND IN INCH APPROVED EDGING TOOL UNLESS OTHER EDGE TREATMENT IS INDICATED ON THE DRAWINGS. DURABLE CHEMICAL RESISTANT FINISH TO A pH OF 1.0, EPOXY COATING SHALL BE BASF SEWER GUARD

LA COMPLIANCE WITH AWWA STANDARDS. HBS 100, OR OTHER APPROVED MATERIAL ON THE WWS PRODUCT SPECIFICATION SHEETS. APPLY

MP 6. CURING: ALL CONCRETE SHALL BE PROTECTED FROM LOSS OF MOISTURE BY CURING FOR AT LEAST 14 MATERIAL USING A 30:O OR 45:1 AIRLESS SPRAYER TO A MINIMUM DRY THICKNESS OF 60 MILS IN TWO 30

E 14. COMPLETE "AS-BUILT" INFORMATION RELATIVE TO VALVES, FITTINGS, LENGTH OF PIPE AND THE LIKE, DAYS FOLLOWING PLACEMENT. CURING OPERATIONS SHALL TAKE PLACE IMMEDIATELY AFTER CONCRETE MILS COATS. WHERE CONFLICTS EXIST BETWEEN THESE NOTES AND WWS

T SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO FINISHING IS COMPLETE OR FORMS ARE REMOVED. BREAKING OF FORM TIES OR OTHERWISE "MINIMUM DESIGN AND CONSTRUCTION STANDARDS", THE

S FINAL ACCEPTANCE OF THE WORK. ALL ELEVATIONS SHALL BE TAKEN BY AN INDEPENDENT REGISTERED BREAKING THE SEAL BETWEEN THE CONCRETE SURFACE AND THE FORM SHALL BE CONSIDERED FORM 4. VALVE VAULT CONCRETE INTERIOR SURFACES: THE INTERIOR CONCRETE SURFACES OF VALVE VAULTS MINIMUM STANDARDS WILL GOVERN.

ION LAND SURVEYOR OR PROFESSIONAL SURVEYOR AND MAPPER AND INCLUDED IN THE "AS-BUILT" REMOVAL. SHALL BE COATED WITH A 100% SOLIDS POLYAMINE EPOXY SPECIFICALLY DESIGNED FOR WASTEWATER

INFORMATION FURNISHED BY THE CONTRACTOR. FINAL APPROVAL OF THE PROJECT IS SUBJECT TO THE IMMERSION AND LOW PERMEATION TO H2S GAS. MATERIAL SHALL BE IN CONFORM WITH THE PRODUCT

AT FINAL REVIEW AND APPROVAL OF THE "AS-BUILT" INFORMATION FURNISHED TO THE REGULATORY PRE-CAST CONCRETE SPECIFICATION SHEETS, OR APPROVED EQUAL, APPLIED IN TWO (2) COATS, 15.0 MILS (DFT) EACH,(30.0

AGENCIES AND WWS. MILS DFT, TOTAL). FINAL COLOR TO BE BEIGE. SURFACE PREPARATION, PRIMING AND APPLICATION SHALL

ST BE IN ACCORDANCE WITH THE MORE STRINGENT OF THE MANUFACTURERS RECOMMENDATIONS OR LISTED

15. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON THE NORTH AMERICAN 1. WALL AND SLAB THICKNESSES SHOWN ON THESE STANDARDS ARE MINIMUMS. MANUFACTURER IS SOLELY IN THE PRODUCT SPECIFICATION SHEETS.

FT VERTICAL DATUM OF 1988, (N.A.V.D. 88), HORIZONTAL DATUM NAD83 (HARN) FLORIDA EAST (0901) - US RESPONSIBLE FOR STRUCTURAL DESIGN. ME:

I

FOOT, UNLESS OTHERWISE NOTED. 5. DUCTILE IRON PIPE AND FITTINGS: DIP EXTERIOR SURFACES SHALL BE COATED WITH A 100% POLYAMINE

XXXX

L2013\W

WED 2. PRE-CAST UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478 EPOXY SPECIFICALLY DESIGN FOR WASTEWATER IMMERSION AND LOW PERMEATION TO H2S GAS.

16. CONTRACTOR SHALL PROVIDE A IDENTIFICATION SIGN AS SHOWN. MATERIAL SHALL BE IN CONFORM WITH THE PRODUCT SPECIFICATION SHEETS, OR APPROVED EQUAL, O1 3. LIFTING HOLES THROUGH THE STRUCTURE ARE NOT PERMITTEDSIGN SHALL BE FABRICATED OF 8"ALUMINUM WITH WHITE REFLECTIVE BACKGROUND AND RED LETTERS. APPLIED IN TWO (2) COATS 20 MILS (DFT) EACH (40.0 MIL DFT, TOTAL). DIP INTERIOR SURFACES SHALL BELARGE LETTERS SHALL BE 1" HIGH COATED WITH 40 MILS (DFT) OF PROTECTO 401.

4. THE BOTTOM SLAB SHALL BE CAST MONOLITHICALLY WITH THE LOWER WALL SECTIONSMALL LETTERS SHALL BE 1/2" HIGHBORDER SHALL BE 12" THICK, 6. VALVES SHALL RECEIVE ONLY THE FINAL 20 MIL (DFT) COAT. FINAL COLOR TO BE BEIGE. SURFACE

1 5. ALL STRUCTURES SHALL BE DESIGNED TO SUPPORT AN H-20 WHEEL LOADINGOFFSET 2" FROM EDGE OF SIGN PREPARATION, PRIMING AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT OF THESIGN SHALL BE PERMANENTLY ATTACHED TO THE FENCE, IF AVAILABLE, OR CONTROL PANEL WHERE MANUFACTURER'S RECOMMENDATIONS OR THE WWS SPECIFICATIONS. SURFACE PREPARATION AND

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6.

6. COMPLETE ENGINEERING AND PRODUCT DATA, SHALL BE SUBMITTED TO THE ENGINEER.

E 6

. VISIBLE FROM THE STREET APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. CERTIFICATIONXXX= WWS LIFT STATION COMMON NAME OF MANUFACTURER SHALL BE PROVIDED. P

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EBSIT 18" ACCESS HATCH PR

ELECTRICAL NOTES:

XXXXXXXXXX

1. EACH HATCH SHALL BE DESIGNED ACCORDING TO THE OPENINGS SHOWN ON THE DRAWINGS. THE

BROWARD COUNTY ALUMINUM ACCESS FRAMES SHALL BE MANUFACTURED FROM 1/4-INCH THICK, EXTRUDED 6063-T5ALUMINUM.

WATER & WASTEWATER SERVICES 1. CONTROL PANEL ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED

STATION XXXBY NEC.

2. THE FRAME SHALL BE DRAINABLE WITH A 1 1/2-INCH THREADED DRAIN COUPLING LOCATED ON CORNER

XXXXXXXXXXXXXXXX

FRAME. 2. ALL ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE NEC AND SHALL COMPLY WITH ALLNATIONAL AND LOCAL RULES, ORDINANCES, AND CODES AT TIME OF INSTALLATION.

O IF EMERGENCY LIGHT FLASHES CALL... 3. THE DOOR PANELS SHALL CLOSE FLUSH AND SHALL BE 1/4-INCH THICK 5086-H34 ALUMINUM DIAMOND

VEL

E (954) 831-0850(CHECKER) PLATE REINFORCED FOR AASHTO H-20-44 WHEEL LOADS. 3. ALL SERVICE CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN.12"

4. REMOVABLE ALUMINUM CROSS-BEAMS SHALL BE PROVIDED BY THE HATCH SUPPLIER AS REQUIRED TO 4. ALL ENCLOSURES SHALL BE 316 STAINLESS STEEL WATERTIGHT NEMA 3R RIGHT SIDE OPENING. ALL

D ACCOMPLISH THE STATED LOADING.FOR EMERGENCIES CALL... (954)831-0850 MOUNTING HARDWARE MUST BE 316 SST.

O FOR PUMP OUT CALL... (954)831-0850 5. THE DOORS SHALL HAVE HEAVY DUTY STAINLESS STEEL BUTT HINGES WITH TAMPER-PROOF FASTENERS. T 5. USE T & B CORROSION RESISTANT-LIQUIDTIGHT-STRAIN RELIEF THERMO-PLASTIC FLEXIBLE CORD & CABLE

ION FOR MAINTENANCE CALL... (954)831-0850 CONNECTOR ON THE INSIDE OF THE TOP CONNECTION PANEL TO FIT APPROPRIATE CABLE SIZE. TRANSFER

6. ALL HARDWARE SHALL BE MADE OF TYPE 316 STAINLESS STEEL.TO REPORT POLLUTION, CALL EPGMD SWITCH MAY BE MOUNTED ON EITHER END BUT GENERATOR RECEPTACLE MUST BE ON OUTSIDE. (STATE

AT LEFT OR RIGHT SIDE GEN. RECPT. WHEN ORDERING.)

7. EACH DOOR SHALL HAVE SPRING OPERATORS, SUCH THAT THE MAXIMUM LIFTING EFFORT IS LESS THAN 25

ST POUNDS. 6. ALL PUMP MOTORS SHALL BE 3 PHASE. WHEN THE LOCAL POWER COMPANY CANNOT PROVIDE 3 PHASE

SIGN DETAIL POWER TO THE STATION, A "ROTOPHASE" PHASE CONVERTER SHALL BE SUPPLIED TO PROVIDE 3 PHASE

IFT 8. THE HATCH SUPPLIER SHALL PROVIDE THE NUMBER OF SPRING OPERATORS AS REQUIRED TO ACCOMPLISH2" POWER TO THE STATION.

THE MAXIMUM LIFTING REQUIREMENT.

\L NTS

S 7. ALL CONTROL CIRCUIT WIRES SHALL BE TERMINATED WITH FORK TYPE CRIMP-ON CONNECTORS AND SHALL

L 9. EACH DOOR SHALL OPEN TO 90 DEGREE AND LOCK AUTOMATICALLY WITH A STAINLESS STEEL, POSITIVE17. ENGINEER SHALL PROVIDE FLOATATION CALCULATIONS FOR EACH STRUCTURE TO BE HAVE AN ADJACENT HEAT SHRINK NUMBER, CORRESPONDING EACH CONNECTOR WITH NUMBERS AS SEAL

A LOCKING ARM AND A STAINLESS STEEL RELEASE HANDLE.CONSTRUCTED. INDICATED ON THE SCHEMATIC. NO CONCEALED WIRING SHALL BE PERMITTED BEHIND THE SUB PANEL.TIT

SU

BM

10. EACH DOOR SHALL HAVE A RECESSED STAINLESS STEEL LIFTING HANDLE AND RECESSED OVERSIZED 8. EACH DEVICE IN THE CONTROL CIRCUIT SHALL BE IDENTIFIED WITH THE PROPER CONTROL CIRCUIT

PUMPS AND CONTROL PANELPADLOCK BOX. ABBREVIATION AS SHOWN IN THE TABLE AND ON THE SCHEMATIC.

11. THE HATCH SHALL BE PROVIDED WITH A TYPE 316 STAINLESS STEEL SLAM-LOCK WITH A REMOVABLE 9. FROM THE REAR SIDE OF THE DEAD FRONT HINGED PANEL, ALL WIRES SHALL BE NEATLY LACED TOGETHERHANDLE.D 1. PUMPS AND ALL APPURTENANCES REQUIRED TO MAKE A COMPLETE AND OPERATING SYSTEM SHALL BE

S\W

WS S

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INTO A HARNESS AND TERMINATED INTO A TERMINAL STRIP.FURNISHED AND INSTALLED BY THE CONTRACTOR. PUMPS WILL TO BE SUPPLIED WITH 60 FT CABLES, REFER

12. ALL ACCESS DOORS SHALL BE DESIGNED WITH A NEOPRENE GASKET ON THE INSIDE LIP OF THE FRAMETO WWS "LIFT STATION STANDARD PUMPS". 10. DRIVEN GROUND ROD WHICH DOES NOT HAVE A RESISTANCE TO GROUND OF 10 OHMS OR LESS SHALL BEPERIMETER, TO FORM AN ESSENTIALLY AIR-TIGHT SEAL. DESIGN: DRAWN: CHECK:

AUGMENTED UNTIL THE RESISTANCE TO GROUND IS 10 OHMS OR LESS. LIGHTENING ARRESTER LEADS TO2. CONTROL PANEL, CONNECTION PANEL AND TRANSFER SWITCH WITH LOUVERED ENCLOSURE ARE TO BE BE ATTACHED TO THE MCB AS PER MOST RECENT NEC ARTICLE # 280. DATE: REVISION DESCRIPTION:

13. ALL ACCESS DOORS SHALL BE EQUIPPED WITH A MINIMUM OF FOUR (4) STAINLESS STEEL CARRIAGE BOLTSPROVIDED BY THE CONTRACTOR AND MANUFACTURED BY CHAMPION CONTROLS INC. TO WWSWITH WELDED NUTS TO SECURE THE DOORS IN THE DOWN POSITION. BOLTS SHALL BE PER THESPECIFICATIONS (NO SUBSTITUTION). 11. ALL BRANCH CIRCUITS SHALL HAVE PROPER SIZE WIRING.

RD MANUFACTURERS RECOMMENDATION.

CAST-IN-PLACE CONCRETE 12. WHEN CONNECTIONS ARE COMPLETE IN THE CONNECTION BOX, COAT THE TERMINAL BLOCKS AND WIREA

WETWELL REHABILITATIONENDS WITH PROTECTIVE COMPOUND, NO-OXIDE OR EQUAL, TO PREVENT CORROSION.D

AN

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE (FBC), AMERICAN 13. SCHEMATIC DRAWINGS SHALL BE PLACED IN STATION ARE TO BE ENCASED BETWEEN TWO PIECES OF 3/16"

ST CONCRETE INSTITUTE (ACI) 318 AND THE CONTRACT SPECIFICATIONS. PLEXIGLASS.1. SURFACE PREPARATION

AD 2. COMPLETE ENGINEERING AND PRODUCT DATA SHALL BE SUBMITTED TO THE ENGINEER ON ALL 14. ELECTRICAL SERVICE SHALL BE A MINIMUM OF 100 AMPS OF # 1 THWN STRANDED COPPER WIRE IN RIGID DRAWING NAME:A. ANY LOOSE, UNSOUND, OR CRACKED BRICK OR CONCRETE SHALL BE CHISELED OR HAMMERED OUT.ADMIXTURES, CURING COMPOUNDS, HARDENERS, SEALERS, REINFORCING STEEL AND WATER STOPS IN

\C

ALUMINUM CONDUIT-MINIMUMACCORDANCE WITH THE SPECIFICATIONS. SIZE = 1 1/2". INTERMEDIATE METAL CONDUIT UNACCEPTABLE.A B. ALL SURFACES TO RECEIVE EITHER THE ONE COMPONENT REINFORCED MORTAR OR EPOXY LINING SHALL PUMP STATIONS NOTES

T BE STRUCTURALLY SOUND AND SHALL BE CLEANED TO REMOVE LAITANCE, GREASE. LOOSE MORTAR,A 3. REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615. 15. UNDERGROUND SERVICE PULL BOXES ARE TO BE INSTALLED AT EACH 250 FEET OF SERVICE PULL. VOLTAGE

D PAINT OR OTHER SURFACE CONTAMINANTS USING SAND BLASTING, HYDRO-GRIT BLASTING AT 3,500 PSIDROP TO BE LIMITED TO A MAXIMUM OF 3 PERCENT DROP. SCALE:_ DWG NO:

ESIG

N

MINIMUM OR OTHER MECHANICAL SCARIFICATION TECHNIQUES APPROVED BY THE ENGINEER.4. CONCRETE COVER FOR STEEL REINFORCEMENT SHALL BE AS SPECIFIED ON ACI 318.16. BUBBLER TUBING SHALL BE CLEAR, 1/4" TYGON (OR APPROVED EQUAL). BACK-UP SENSOR TUBING TO BEC. SURFACE SHALL BE TESTED BY THE CONTRACTOR, IN THE PRESENCE OF THE ENGINEER,USING A SURFACE AS SHOWN

5. PIPES, INSERTS, AND OTHER METAL OBJECTS SHOWN SHALL BE BUILT INTO, SET IN, OR ATTACHED TO THE RED.pH TESTER EQUAL TO INSTA-CHECK SURFACE pH PENCIL AS MANUFACTURED BY PHYDRION. SURFACECONCRETE. ALL REQUIRED HOLES SHALL BE CAST AT TIME OF CONSTRUCTION.SHALL INDICATE A pH=7.0 OR GREATER. DESIGNATION:

_D

:\EED

6. ALL CAST-IN-PLACE CONCRETE SHALL BE ACCURATELY FORMED AND PROPERLY PLACED AND FINISHED ASSHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.

LAST SAVED: 06/06/13 - 3:27PM M-5

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DESIGN: DRAWN: CHECK:

DATE: REVISION DESCRIPTION:

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ANTENNA MAST FOR RADIO MONITORINGELECTRIC METER (DIGITAL) 18' ABOVE TOP OF SLAB MINIMUM

B MOUNT TO BE VISIBLE FROM (TO BE WIRED TO GROUND ROD)

C, OUTSIDE OF FENCE ON SEPARATE

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M POST AS REQUIRED.MICRO STROBE LIGHT BY TOMAR

UGND ELECTRICAL FEED ELECTRONICS PART No. 495-120 RED/POT,FROM HAND HOLE 2-1/2" SCHED 40 ALUMINUM ANTENNA POLE MALE PIPE THREAD MOUNT ( OR APPROVED EQUAL)

PROVIDE MIN 8" CLEARANCE W/316 SST MOUNTING CLAMPSBETWEEN ANY PANELS POWER PRESENT LIGHT - 120V LED3/4" PVC CONDUIT FOR GROUND CONDUCTOR

CONNECTION PANEL NEMA 3R-SST W/BLUE LENS LEDTRONICSPROVIDE 4" CONC. FILLED

LOCKABLE W/BACK PANEL S100-1PB-120A (OR EQUAL) TIPPING BUCKET STYLE RAIN GAUGE, 6"ALUMINUM POST AND SST PANEL MOUNT AS REQUIRED TO BE DIAMETER,8"HEIGHT,TEXASANCHOR BOLTS NO PENETRATIONS AREVISIBLE FROM STREET ELECTRONICS, TR-525I, OR APPROVED

ALLOWED IN THE TOP OEQUAL. INSTALL BY MANUFACTURERCONCRETE SLAB FOR PANELS TO BE 8" THICK SIZED ANY PANEL BOXRECOMMENDATIONS

(E-2

),

ACCORDING TO PANEL CONFIGURATION, PROVIDE 6" MIN OFSLAB BEYOND POSTS ON BACK AND SIDE OF PANELS CROUSE HINDS-ANGLE ADAPTER-45 DEG

100 AMP-RUSSEL-STOHL JAAB 10-308" MIN (TYP) 8" MIN (TYP)ADD 1 EXTRA 2" ALUMINUM CONDUIT FOR SPARE OR 200 AMP-AJI OR APPROVED EQUAL

LE FEMALE REVERSE-CROUSE HINDS

PAN 2-2" ALUMINUM CONDUIT FOR PROVIDE 4' MIN CLEARANCE IN FRONT 100 AMP AREA- 1042-S22-M72

FLOAT WIRES OF ELECTRIC PANEL OR 200 AMP AREA- 2042-S22-81

ION 3/4" ALUMINUM CONDUIT FOR AIR BUBBLER PIPE 3-1" SCHED 40 PVC CONDUIT OR APPROVED EQUAL

TRANSFER CONTROL CONN.T USE SEALING LOCKNUTS ON

C ) SWITCH PANEL PANELALL PANEL PENETRATIONS.E INN MYERS HUBS OR APPROVED EQUAL

M BELL-EDWARDS ADAPTABELL

N

" ( HEAVY DUTY BELL 4" CATO 14 GAUGE 316 SST NEMA 3R ENCLOSURE

& C 4

8 No 340-4N5 120V 60 HzOR APPROVED EQUAL

TRANSFER SWITCH PANEL

AN MAY BE MOUNTED ON

LIGHTNING ARRESTER GENERAL

PL EITHER END BUT GENERATOR

ELECTRIC TRANQUELL ARRESTERRECEPTACLE MUST BE ON OUTSIDE.

AL MODEL 9L15E CC001 520V AC 3 POLE,

SEWER (STATE LEFT OR RIGHT SIDE 1 1/2"OR APPROVED EQUAL

IC GEN. RECPT. WHEN ORDERING.) SST UNIT

R LOWER PORTION OF POST STRUTT 66

EC NOT SHOWN FOR CLARITY (TYP)

EL

SCREENED LOUVERS

g, IN CONTROL PANEL AND

CONTROL PANEL

.dw LOWER ENCLOSUREW/LOUVERED

E ENCLOSURE BELOW

T 2- 1/ 2" ALUMINUM PIPE-POLEAL FOR ANTENNA TYPE 6061-T6

P STANDARD (20' LENGTH)ME CONCRETE SLAB DOWEL INTO TOP SLAB

T OF WETWELL #5 @ 12"OC

S 2-3" ALUMINUM CONDUIT 3 KVA, 400:120 VOLT CONTROL

ION FOR PUMP POWER CABLES TRANSFORMER TO BE MOUNTED

IN VENTED SST NEMA 3R ENCLOSURE

AT IN POSITION ON RACK (IF REQUIRED)

ST

PLAN VIEW# 6 (MIN) BARE COPPER WIRE

FT

INSIDE 3/4" PVC CONDUIT AND ME:

I CLAMP FOR GROUND WIRE316 SST ALL THREAD

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NTS ROD SET IN EPOXYTO MOUNT PANEL 5/8" DIA x 10' COPPER CLAD 2' MIN OSTEEL GROUND ROD-10 OHMS4" x 4" ALUMINUM POST FILLED

6" MIN. OR LESS TO GROUND. 2 REQUIRED,CONNECTION PANEL CONTROL PANEL WITH CONCRETE (TYP)6 FEET (MIN) SEPARATIONUSE ADDITIONAL RODS TO

ANCHOR BOLTS TO BE 58" x 8" REDUCE RESISTANCE.

6. TRANSFER SW PANEL

OJE

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316 SST (TYP) ALL GROUND RODS TO BE 3" ID PIPE CUP

E 6

. 6" MINCONNECTED USING # 6 (MIN) P

R

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CT N

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WS W

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BA

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PANEL SIDE VIEW PANEL REAR VIEW

XXXXXXXXXXXXXXXX

XXXXXXXXXX

NTS NTS

USE HEAT SHRINK TYPE WIREMARKERS (TYP)

OVEL 30" MIN.

E TERMINAL BLOCK

DO

TIO

NAT NON METALLIC

CORD GRIP

ST CORROSION PROOFSIZED FOR PUMP

CONDUIT SEALS

IFT POWER CORD AND

BETWEEN CONNECTIONFLOAT SWITCHESPANEL AND CONTROL PANEL\L

S CROUSE - HINDS TYPE EYSR

L OR APPROVED EQUAL (TYP) SEAL

AT

IT S

UBM

3/4" SCHED 80 PVC AIR BUBBLER PIPE WITH LOUVERED ENCLOSURE

TYPE 316 SST PIPE SUPPORTS AND FASTENERS UNDER CONNECTION PANEL

DS\W

WS S

T MAX.3' BETWEEN SUPPORTS

DESIGN: DRAWN: CHECK:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND DATE: REVISION DESCRIPTION:

SST BLOCKHEADMODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH UNION COMPRESSION

RD CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND FITTING MOUNTED

A STANDARDS. TO BRACKETSPLIT SEALOFFS AND

D CONDUIT SEAL (TYP)

AN

ST NOTES: TYGON AIR LINE

6" MIN

AD

1. AREA INSIDE WETWELL IS CONSIDERED A CLASS 1, DIVISION 2 AREA IN DRAWING NAME:

\C ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE ELECTRICAL PLAN AND

A ELEVATION 2. ALL OTHER AREAS ARE NOT CLASSIFIED

T CONNECTION PANEL

A 3. NO PENETRATIONS SHALL BE PERMITTED IN THE TOP OF ANY PANEL BOX }

D NTS 4. CONTROL PANEL/CONNECTION PANEL AND TRANSFER SWITCH TO BE TO CONTROL PANELTO WETWELL SCALE:_ DWG NO:

ESIG

N MANUFACTURED BY CHAMPION CONTROLS, INC. TO WWS SPECIFICATIONS AND VALVE PIT(NO SUBSTITUTION).

}AS SHOWN

_D CONNECTION PANEL DETAIL DESIGNATION:

:\EED NTS LAST SAVED: 06/06/13 - 3:27PM E-2

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MAIN POWER FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW ANDCIRCUIT

B MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

C, CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

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F12 STANDARDS.3L3 2L3CONTROL F11 FROM MAIN

RTU 10A30A C/B 3L2 2L2 F10 POWERC/B

200 3L1 CIRCUIT61 2L1

15 F5 1 2 3 4 5A TOUNPROTECTED INPUT BUBBLER

(E-3

), DATAFLOW TFS SYSTEMPROTECTED OUTPUT FORCE MAINLEVEL

PRESSURE1 2 3 4 5 DFS TCU PUMP CONTROLLER TRANSDUCER - + - + 61 41 N

UIT TRANSDUCER

P1 P24L3

RC 1 PHASE C SHUNT 24 210

I 4L22 PHASE B ANALOG - 23

C 4L1 3 PHASE A ANALOG 1+ 22 211 213

SRO

L 4 SPARE (NC) ANALOG 2+ 21 212201

5 AC POWER CABLE SHIELD 20 S

T N212V 6 AC NEUTRAL RS-232 GND 19

N

BACKUP 7 EARTH GROUND RS-232 RXD 18O 213202

EX C 8 BATTERY + RS-232 TXD 17 ON203

SO +24VDC 16 OFF SIL9 BATTERY - I

HORN SILENCE

PL

{215 21310 TELEMETRY GRD ISO GND 15 OXX216 213

U 65 F3 11 TELEMETRY PWR INPUT COM 2 14 RAIN GAUGE67

D 1A TO/FROM R312 TELEMETRY CTS ALARM SILENCE 13 217 213OX

g, F4 TAC II 11 9

66 13 TELEMETRY RXD AUX INPUT 12

dw 7 TELEMETRY BOTTOM DOOR 2132 1A 14 TELEMETRY TXD HIGH LEVEL 11

. TOP DOORCR 11 15 TELEMETRY RTS LAG 2 LEVEL 10 218B 218A

TE 204 16 ALARM HORN OUT LAG 1 LEVEL 9 213HATCH

LA 20541 17 ALARM LIGHT OUT PNL ENTERED 8 218 CRACP 18 ALARM POWER AIR COMP FAIL 7 219 213

M 8 6

E 19 AUX OUTLET LOW LEVEL 6

T ALARM PMCR11 21420 AUX POWER INPUT COM 1 5 220 213

S 12 11LIGHT 66A

ION R 1 3 21 MOTOR 3 STARTER EXTERNAL P.M. 4

208 22 MOTOR 3 RUN 3 BACKUP CONTROLMOTOR 2 STARTER 2M MCP2 R6 R7 PUMP 2209 N

AT 23 MOTOR 1 STARTER MOTOR 2 RUN 2 225 226 227 228 POWER11 9 9 11

R3

ST 24 STARTER POWER MOTOR 1 RUN 1 1M MCP1 R4 R5 N PUMP 2

229 230 231 232 N11 9 9 11 6 7 2 T3 7 DELAY ON

FT

TIMER ME:

I 213 N 4141 43 44 N

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2 R3 10 FLOATPUMP 2 TIMETROUBLE TROUBLE BACK-UP

FR1 FR2SITE DELAY OSWITCH LIGHTF1 62 LIGHT61 62 63 PUMP 1 SEAL. FAILN R420A 61 72 N

4 1LIGHTING 63 N

PUMP 1 THERMO. FAIL41 62 N R5 OJE

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AIR LOSS A/C 61 76 N4 1PRESS. SW. RESET

F261 64 64 64A 64B CR 7 N2A 2 AC R7 PUMP 2 THERMO. FAILAIR PS1 61 77 NAIR COMP. RECEPT. 4 1

COMPRESSORS CRAC64 64A EMERGENCY N1 3

OVEL

CRAC 24VAC XFORMERRMAL 61 N64 64D NO NE 1 4

DO 1M 91 95

41 1 T ET N

ION PUMP 1 91

R1 O/L R5 R4 OFF 93PM 2 10CONTROL 41 2 80 80A 80B N

AT 1 3 1M 6 7 6 7 9 8 FR1

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T 41 41 21 N PUMP 2ET PUMP 2 MOISTURE

PUMP 2 91 74 DESIGN: DRAWN: CHECK:R2 O/L 2 R6 10CONTROL R7 R641 22 81 81A DATE: CRI TION:

1 3 2M REVISION DES P6 7 6 7

PUMP 2 T'STATO

RD 41 H A 25 91 75

2 R7 10F8A XOO208 29 25D 1A 25 2 R2 7OOX

AN R3 T3

ST 61 28 253 1 3 1

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AD PUMP 2POWER DRAWING NAME:

\C R3

A DUPLEX CONTROLS CIRCUIT

TA 61

D SCALE:_ DWG NO:

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N

ELECTRICAL CONTROLS CIRCUIT (DUPLEX) NTS

DESIGNATION

_D

:\EED

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DATAFLOW TFS

FLUORESCENT TROUBLE LIGHT 1 2 3 4 5

OUTPUT

F1 F2 F3 F4 F5 F6 F7 F8TFS001-02

INPUT

1 2 3 4 5

POWER BLOCK POWER BLOCKGND GND PHASEELAPSED

MONITORTIME

),

INALS

(E-4

METERS S RM

PUMP 1 TIMERPUMP 2 ET

TE BELL-EDWARDS ADAPTABELL HEAVY DUTY

PAN BELL, 4", CAT NO. 340-4N5 120V 60 Hz, UL TEMP SEAL TEMP SEALCIRCUIT BREAKERS CIRCUIT BREAKERS

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OL RELAY

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AN R

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ION RATING: NEMA 3R

MATERIAL: 316 STAINLESS STEEL

AT

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T N 68 6 10 26 30 41 43 43 44 41 70 41 71 41 74 41 75 S 212 213 216 213 218DESIGN: DRAWN: CHECK:

DATE: REVISION DESCRIPTION:

RD

ON

A FM RAIN HATCH

D LEVELOFF PRESS. GAUGE COVERFLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

AN LEVEL XDUCER (IF USED) LIMITMODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH FR2

ST SWITCHCONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND FR1

AD STANDARDS. SEAL PUMP SEAL PUMP DRAWING NAME:

\C SENSOR T-STAT SENSOR T-STAT ELECTRIC SCHEMATIC AND

AT CONTROL PANEL

A IN PUMP 1 IN PUMP 2

D SCALE:_ DWG NO:

ESIG

N NTS

DESIGNATION:

_D

:\EED

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7 P

M POWER PRESENT LIGHT POWER PRESENT LIGHT

GENERATOR RECEPTACLE GENERATOR RECEPTACLE

CIRCUIT BREAKERCIRCUIT BREAKERINTERLOCKINTERLOCK

(E-5

),

240 VOLT

H CONDUCTOR GENERATOR SERVICE

C HP MOTOR AMP (I) STARTER SIZE PUMP CB MAIN/EMER CB CONDUCTOR (B)

SFE

R S

WIT

(A) PLUG* RACEWAY (MIN)3 9.6 1 12 20 100 1 (44A) 100 2"5 15.2 1 10 40 100 1 (58A) 100 2"

7.5 22 2 10 50 125 1 (75A) 100 2"10 28 2 8 70 125 1 (90A) 100 2"

AN 15 42 3 6 171 500 0 (125A) 100 2"

R 20 54 3 4 150 225 0 (155A) 100 2" TD 25 68 4 4 175 300 00 (190A) 100 2"

E A

N INDICATE APPLICABLE DATA 30 80 4 3 200 300 000 (220A) 100 2"

SERVIC 480 VOLT

CIRCUIT BREAKER HANDLES CONDUCTOR GENERATOR SERVICETHROUGH INNER DOOR CIRCUIT BREAKERS HP MOTOR AMP (I) STARTER SIZE PUMP CB MAIN/EMER CB CONDUCTOR (B)

(A) PLUG* RACEWAY (MIN)FUSE PHASE 3 5 1 12 15 100 1 (32.5A) 200 2"

AL

HOLDER MONITOR 5 8 1 1512 100 1 (40A) 200 2"

ICR 7.5 11 1 12 20 100 1 (47.5A) 200 2"

T 10 14 2 12 30 100 1 (55A) 200 2"

EC

15 21 2 10 50 125 1 (72.5A) 200 2"

EL

, 20 27 2 10 60 125 1 (87.5A) 200 2"

g GROUND 25 34 2 8 90 150 1 (105A) 200 2"

wd. 30 40 3 6 100 150 1 (120A) 200 2"

E POWER

T 40 52 3 4 150 225 0 (150A) 200 2"SUBFEEDERAL 50 65 4 4 175 250 00 (182.5A)TERM BLK 200 3"

P 60 77 4 3 200 300 000 (212.5A) 200 3"ME 75 96 4 1 250 003 005 (0 260A) 200 3"

TS NOTE :

ION

1. THE ABOVE TABLE COMPILED PER CURRENT NATIONAL ELECTRIC CODE SECTION 430 TABLE 430.250

AT

NOTE: 2. GROUNDING ELECTRODE SIZED PER NATIONAL ELECTRICAL CODE

ST

LIGHTNING ARRESTER ENCLOSURE SIZE : 30" x 20" x 8" 3. *GENERATOR PLUGS ARE SIZED TO MATCH THE GENERATOR'S CORD, NOT THE ELECTRICAL SERVICE.LIGHTNING ARRESTER

FT

NEMA 3R STAINLESS STEEL 4. CONDUCTOR B IS A MOTOR CIRCUIT FEEDER, RATED AT 90 DEG C, SIZED FOR 2 PUMPS AT 125% 0F FLA PLUS A 20 AMP GENERAL LOAD. ME:

I 5. DESIGNER TO VERIFY DATA IN THESE TABLES XXXX

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WED

6. SERVICE RACEWAY TO BE OVERSIZED AS SHOWN TO ACCOMMODATE FUTURE EXPANSION.

O

EMERGENCY CONNECTION/TRANSFER SWITCHNTS

PHASE MONITOR POWER PRESENT OJE

CT N

A

6.

LIGHT PR

E 6

.

PHASE MONITOR POWER PRESENT F13

PER\W

WS W

EBSIT LIGHT 1A L1 NO B N

OJE

CT N

NOTE: F14F13 L2

XXXXXXXXXX

1A PR

1A L1 NO B N MCB AND ECB ARE TO BE SUITABLE FOR

F14 USE AS SERVICE EQUIPMENT ARE TO BE F151A L3 C

1A L2 PERMANENTLY IDENTIFIED AS SERVICEF15 DISCONNECTS, ARE TO BE CAPABLE OF

1A L3 C BEING OPERATED WITHOUT EXPOSING XXXXXXXXXXXXXXXX

OPERATOR TO CONTACT WITH LIVE PARTS.GROUND FAULT PROTECTION-25000 IC

TRANSFER SWITCH CONTROL PANELAT 240 V, 30000 IC AT 480 V.

O TRANSFER SWITCH CONTROL PANEL POWER METER

VEL POWER METER

B B CB1 A AB B A MCB

E MCB CB1 M1 OLM1 OL

DO

T PUMP 1

ION PUMP 1

FPL POWER METER

AT

ST GROUND BUSS IN

CONTROL PANEL LIGHTNING

IFT LIGHTNING ARRESTER

ARRESTOR CB2 M2 OL

\L CB2 M2 OL

S FPLL GROUND BUSS SEAL

A GROUND BUSST IN TRANSFER PUMP 2IN TRANSFER PUMP 2

IT PANEL

SU

BM PANEL

ECBECB NEUTRAL BUSS

NEUTRAL BUSS L3L3 IN CONTROLD

S\W

WS S

T IN CONTROL GENERATORGENERATOR PANEL

PANEL RECEPTACLE NEUTRAL BUSS L2RECEPTACLE L2NEUTRAL BUSS IN TRANSFER DESIGN: DRAWN: CHECK:

IN TRANSFER PANEL L1L1 5A FUSE DATE: REVISION DESCRIPTION:PANEL NO 6 BC MIN

TO SERVICEGROUND 3 KVA

RD 120V TO CONTROL CIRCUITS

XFORMER USE

A NO 6 BC MIN WITH 480VD TO SERVICE

AN GROUND

ST NOTE: CONTROL PANEL/CONNECTION PANEL AND TRANSFER SWITCH TO BE MANUFACTURED

BY CHAMPION CONTROLS, INC. TO WWS SPECIFICATIONS (NO SUBSTITUTION). TRANSFER SWITCH MUST BE RATED AS 120V

AD SERVICE ENTRANCE EQUIPMENT TO CONTROL CIRCUIT DRAWING NAME:

\C ELECTRICAL SERVICE AND

AT TRANSFER SWITCH MUST BE RATED AS TRANSFER SWITCH

A FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW ANDSERVICE ENTRANCE EQUIPMENT

D MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH SCALE:_ DWG NO:

ESIG

N 240V MAIN POWER CIRCUIT CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND AS SHOWNSTANDARDS. 480V MAIN POWER CIRCUITDESIGNATION:

_D

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LAST SAVED: 06/06/13 - 3:27PM E-5

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pc3

WETWELL TOP SLAB

F.e

PDb 3" ALUMINUM END BELL,

Ado SEAL WITH FOAM

IA,

GARC

PUMP MOTOR

B CABLE

C, 6

/6/2

013 3

:53:4

9 P

M

CONTROL PANEL CONNECTION PANELPS1 LEVEL

TRANS(F)

LG-1 2 1/2" SCHED 40(D)

ALUMINUM PIPE3" ID PIPE CUPA/C # 1

S (

E-6

), GROUT FILL

)NI

M (A) (C)6"MIN

8"

( CONCRETE SLAB

AIL (A) (A)

T LEGEND (A) (E)

E A/C # 2 (B) 6"

(A) MALE BRANCH TEE MIN

D (B) CONTROL VALVE

AL (D) (C) BULKHEAD FITTING

IC GUIDE (D) CHECK VALVE

R RAILS (E) SHUT- OFF VALVE

T (F) 0-10 PSI PRESSURE TRANSDUCER

EC MIN 3/4" PVC SPACER3" ALUMINUM CONCRETE SLAB

EL 316 CONDUIT

SST

g,

PUMP STRAP

.dw MOTOR

WET WELL TO WETWELLCABLE

TE WALL

LAM

P T

E NOTE:

S ALL MOUNTING HARDWARE

ION MUST BE 316 SST

AT

ST

FT ME:

I BUBBLER PIPE SPACER 3" PIPE CUP

L GUIDE RAIL AND PUMP CONDUIT BUBBLER PIPING XXXX

2013\W

WED NTS NTS NTS NTS

OJE

CT N

A

6.

PR

E 6

.

XXXXXXXXXXXXXXXX

XXXXXXXXXX

OO

JECT N

OPER\W

WS W

EBSIT PR

VEL

E D

O T

ION

AT

ST

IFT

\LSL SEAL

AT

IT S

UBM

DS\W

WS S

T

DESIGN: DRAWN: CHECK:

DATE: REVISION DESCRIPTION:

RD

AD

AN

ST

AD DRAWING NAME:

\CA ELECTRICAL DETAILS

TA

D SCALE:_ DWG NO:

ESIG

N AS SHOWN

DESIGNATION:

_D

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LAST SAVED: 06/06/13 - 3:27PM E-6

L