pc3
F.e
PDb
Ado
IA,
BG
ARC
C,
TYPICAL STANDARD LIFT STATION
6/6
/2013 3
:53:1
1 P
M
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
E U.TE
SAMPLE RD PO
W
LAM
P W E COPANS AIRD A
TE
ATLAS NTIC
ION BLVD
AT S
1
ST
COMMERCIAL
FT BLVD DEX ME:
I
DRAWING IN
N
XXXX
L2013\W
WED OAKLAND PARK BLVD A
Y E
T OI ES K C
R
SUNRISE
I
E DR P O
V N
27 BLVD
UN
I R
SHEET
U C
DESCRIPTIONBROWARD BLVD S
T
I PROJECT LOCATION
6. A' DESIGNATION
84 D T
OJE
CT N
A
IR N
O PR
E 6
.
LF A
PER\W
WS W
EBSIT L COVER SHEET G- O
JECT N
T 1
1 PR
S A
U
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
:\EED
LAST SAVED: 06/06/13 - 3:27PM G-ATIO
1N:
L
d A
IA,
GARC
B C
GENERAL LOCATION MAPABBREVIATIONS
6/6
/2013 3
:53:2
3 P
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
_D
:\EED
LAST : 06/06/13 - 3:27PM G-ATIO
2N:
SAVED
L
pc3
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
/6/2
013 3
:53:2
5 P
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
_D
NT
:\EED
06/0 3 M-1:
S
LAST SAVED: 6/1 - 3:27PM
L
EOP
pc3
F.e
PDb
Ado
IA,
BG
ARC
C, 6
/6/2
013 3
:53:2
8 P
M 8"(MIN)-GS 8"(MIN)-GS
'50
-2),
(M
AN
E P
L
EOP
SIT
g,
dw
.TE
WM WM
LAM
P SG
TE -
0
ION
S 0
9C
-C
-
AT
PV
ST
)-
FT ME:
I IN RDS (2) L WATER METER SWING BOLLA XXXX
2013\W
WED (M SIDEWALKGATE "
8 O
R/W
X x x x X X X
OJE
CT N
A
6.
PR
E 6
. 3/4" WASHED ROCK
X
PER\W
WS W
EBSIT
E 10' OVER WEED BARRIER X
IN) DEPTH XXXXXXXXXX
V PR
RSE
X 1' X
E XXXXXXXXXXXXXXXX
OJE
CT N
IC 3" (M
RT
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
:\EED
LAST SAVED: 06/06/13 - 3:27PM M-2
L
SLAB OPENING CONCRETE SLAB
1/2" DIAWALL PENETRATION HOOKS
SEAL 316 SSTSEEPAGE RING
pc3
WALL PENETRATIONSEALDIP PIPE SLEEVE
F.e
PD DIP BLIND FLANGE
2"
b 2-4"PVC 2"
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
SEE T " A
"A(SCREEN) IL
6/6
/2013 3
:53:3
0 P
M
SEE T DETA
C, BOLT HEAD NTS
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
I
PUMP OUT CONNECTION ME:
L2013\W
WED DETAIL DETAIL
XXXX
DETAIL DETAILNTS NTS NTS NTS
PIPE FLANGEPLUG VALVE WETWELL WALL OJE
CT N
A
6.
PLUG PR
E 6
.
VALVE
XXXXXXXXXX
OJE
CT N
O
PER\W
WS W
EBSIT PRESSURE GAUGE PR
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
PIPE DIA. + 4"
A
BALL VALVE
IFT
LIFT STATION PUMP
N
\L S
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
L
#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
pc3 6 E N TED)
"
SPACING 1'- " (UNLESS OTHERWIS O4.0" O.D. GALV 4
GROUT INJECTION HOLE +
F. STEEL GATE/CORNER10'-0" TO CENTER H
e PD POST WITH POST CAP T
(MAX) 6' SECTION (2)(SCHED 40 PIPE)
b WID
Ado " POST CAP
-6 IL
IA, 1' TOP RA AN
EL
P
GARC 61
2 "#9 GALV. CLIPS,STRETCHER BARS #9 TIE WIRES
POST 14" MAX. SPACING" 12" O.C.
B
-0 CORNER
C 3/8" ROUND
, 6
/6/2
013 3
:53:3
2 P
M
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
XXXX
2013\W
WED NTS NTS NTS
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
L
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:
6/6
/2013 3
:53:3
5 P
M
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
OJE
CT N
A
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
R
OJE
CT N
PER\W
WS W
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
T
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
L
pc3
F.e
PDb
Ado
IA,
BG
ARC
C, 6
/6/2
013 3
:53:3
7 P
M (
E-1
),AN
E P
L S
ITAL
ICR
TEC
EL
g,
.dw
TE TO BE COMPLETED TO BE COMPLETED
LAM
P BY ENGINEER OF RECORD BY ENGINEER OF RECORD
E T
SIO
NAT
ST
FT ME:
I L
2013\W
WED
OJE
CT N
A
6.
E 6
.
OJE
CT N
O
PR
XXXXXXXXXX
XXXX
PER\W
WS W
EBSIT
XXXXXXXXXXXXXXXX
PR
OVEL
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 ELECTRICAL RISER DIAGRAM RAWING N
\C SITE PLAN D AME:
A NTS ELECTRICAL SITE PLAN
TA SCALE:
D SCALE:_ DWG NO:
ESIG
N AS SHOWN
DESIGNATION
_D
:\EED
SAVED: 06/06/13 - 3:27PM E-1:
LAST
L
eb A
do
IA,
GARC
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
6/6
/2013 3
:53:3
9 P
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
XXXX
L2013\W
WED
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
CT N
A
316 SST (TYP) ALL GROUND RODS TO BE 3" ID PIPE CUP
E 6
. 6" MINCONNECTED USING # 6 (MIN) P
R
RE COPPER WIRE OJE
CT N
PER\W
WS W
EBSIT
BA
PR
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
L
pc3
F.e
PDb
Ado
IA, 120VAC
GARC FROM N
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
6/6
/2013 3
:53:4
2 P
M
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
XXXXXXXXXXXXXXXX
XXXXXXXXXX
XXXX
L2013\W
WED
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
CT N
A
6. 61 N73
E 6
. GFI 4 1
RECEPT AIR COMP. PR
.FAILURE
OJE
CT N
PER\W
WS W
EBSIT
A N PUMP 2 SEAL. FAILR6 PR
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
ST
91 ON 942 10
IFT O
F6 68 41 H A61 FR2
\L 2A F7 XOO209 9 5 5
S 1A BACKUP FLOATS PUMP 12 R1 7L OOX SEAL
A MOISTURE
T 8 5 91 702 R4 10IT
SU
BM
OOXPUMP 1 PUMP 1 T'STAT
91 71 2 R5 10
D 2M
S\W
WS S
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
BACKUP CONTROL OOX
AD PUMP 2POWER DRAWING NAME:
\C R3
A DUPLEX CONTROLS CIRCUIT
TA 61
D SCALE:_ DWG NO:
ESIG
N
ELECTRICAL CONTROLS CIRCUIT (DUPLEX) NTS
DESIGNATION
_D
:\EED
LAST SAVED - 3:27PM E-3:
: 06/06/13
L
o A
dIA
,G
ARC PHASE MONITOR 1A FUSES
B DATAFLOW 47K RESISTOR TERMINALS
C, 6
/6/2
013 3
:53:4
4 P
M
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
APPROVED OR APPROVED EQUAL FAIL FAIL FAIL FAIL
OL RELAY
T AIR COMP
NO
CD FAIL N
AN R
NALS
RESET I
RELAY M
C HO R
I SURGE ETT
A SUPPRESSOR SURGE SUPPRESSOR
ME
H NEMA RATED STARTERS NEMA RATED STARTERSON ON
SC RELAY
ICR
T HOA HOA
EC 12V
EL BATT IN
ALS
RELAY
RM
66"
g, LEVEL GAUGE E
6
3 9.dw T
ET 0 12
A LEVEL TRANS
L TROUBLE HORN
PM PURGE VALVE
E PRESSURE SW
TS
ION AIR COMPRESSOR A/C RECEPT.
SCREENED LOUVERS
AT BOTH SIDES 3 AREAS
ST
FT ME:
E EI T L V T V
XXXX
2013\W
WED
U U
SH
OFFL L
VA
SH
OFF
VA
O
. .
T T
CEP
CEP
6.
GFI
GFI
OJE
CT N
A
RE
RE
PR
E 6
.
OJE
CT N
PER\W
WS W
EBSIT
W/DEAD FRONT W/OUT DEAD FRONT
XXXXXXXXXXXXXXXX
XXXXXXXXXX
PR
OVEL
E DUPLEX CONTROL PANEL LAYOUT
DO
T ENCLOSURE SIZE : 66" x 36" x 10"
ION RATING: NEMA 3R
MATERIAL: 316 STAINLESS STEEL
AT
ST
IFT 120V
\L FROM
SL F6
IT
ELECTRICAL INPUT CONNECTION BLOCK SEAL
AT
SU
BM
DS\W
WS S
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
LAST SAVED: 06/06/13 - 3:27PM E-4
L
A IA
,BG
ARC
C, 6
/6/2
013 3
:53:4
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
L2013\W
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
:\EED
LAST SAVED: 06/06/13 - 3:27PM E-5
L
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
:\EED
LAST SAVED: 06/06/13 - 3:27PM E-6
L