HomeMy WebLinkAboutPLANSST. LUCIE COUNTY, FLORIDA
PARKS, RECREATIONANDFACILITIES DEPARTMENTS
ST. LUCIE COUNTY ROCK ROAD JAIL
WATER SYSTEM --STORAGE TANK BY-PASS
SCANNED
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CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND LAND SURVEYORS
1708 21st STREET, VERO BEACH, FL 32960
IEL (772) W24191 FA% (772) 5 -7180
ST. LUCIE
COUNTY
PLAN REVIEW
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ST. LUCIE COUNTY, FLORIDA
PARKS, RECREATION AND FACILITIES DEPARTMENT
2000 VIRGINIA AVENUE
FORT PIERCE, FLORIDA 34982
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ST. Lucie County, perm
ST. LUCIE COUNTY COMMISSION
CHRIS DZADOVSKY -
CHAIRMAN DISTRICT 1
TOD MOWERY -
VICE-CHAIRMAN DISTRICT 2
LINDA BARTZ -
COMMISSIONER DISTRICT 3
FRANNIEHUTCHINSON -
COMMISSIONER DISTRICT
CATHYTOWNSEND -
COMMISSIONER DISTRICT
ST. LUCIE COUNTY STAFF
HOWARDTIPTON
- COUNTY ADMINISTRATOR
DANIEL S. MCINTYRE
- COUNTY ATTORNEY
EDWARD MATTHEWS
- FACILITIES DIRECTOR
DANIEL P. RETHERFORD, P.E.
- FACILITIES ASSISTANT DIRECTOR
JEREMIAH JOHNSON
- FACILITIES MANAGER
SCOTTY BEAULIEU
FACILITIES COORDINATOR
SHEET INDEX
C-1
GENERAL CONSTRUCTION NOTES
C-2
EXISTING SITE PLAN
C-3
PROPOSED PIPING AND CONDUITS
C4
AUTOMATIC BY-PASS VALVE INSTALLATION
C-5
BY-PASS VALVE CONTROLLER INSTALLATION
C-6
BY-PASS VALVE CONTROLLER SCHEMATIC
C-7
BY-PASS VALVE CONTROLLER PANEL
C-8
WATER MAIN CONST. DETAILS AND NOTES
C-9
WATER MAIN CONSTRUCTION DETAILS
C-10
MISCELLANEOUS DETAILS
ISSOCIATES, INC. WA205/M205
Oat> P.-.IS]0
UTILITY GENERAL NOTES
1. OPERATOR OF ME ML FACIUTY WATER SISIEM IS PARAMOUNT AND MAR_ TAKE PRECEDENCE
OVER ALL CONSTRUCTION. CONTRACTOR SHALL EMPLOY NL ARMS AND MEATIWS NEEDED M
PROTECT AND MAINTAIN BESTING FACIUXES IN PROPER MARKING CONDITION. UPON NOTICE OF µY
CONCERN OR PRIOR TO CHANGING ANY NOML CONTRACTOR SHALL IMMEDIATELY CONTACT HARMS
UNSCREW
2. SECURITY OF ME JAIL SYSTEM IS ALSO OF PARAMOUNT ENRON. WOE WALL BE NO
POETUTON OF ME HAMMY SECURITY FENCE DURING CONSTRUCTION. ME SECONDARY
SECURITY FENCE MAY ONLY BE CAR UNDER OURAR WHINY HOURS ALL MIGRAINES WALL. BE
MAPIETFLY BACARTUT AND COMPACTED MERGE ME END OF RAW DAYS RUSK AL.
MAMMALS AND EXCESS EXCAVATION SHALLBEREMOVED PROM MMMEN FENCED SECURITY AREAS
BEFORE ME ENO OF EACH DAYS WORK LCHUMACMR'S MARK MMIN ME JAIL RADIATES MALL
COMPLY MM ME ST LUCIE COUNTY MOSIFKS ORRICE "OEPARTMWT OF DETENTION, STANDARD
OPERATING PROCEDURES (12/15)'. ACCESS WALL BE FROM ME PAVED ENTRANCE ONLY.
3. PMOR TO ME SUBMITTAL OF PLAY SHOP DHAMNGS OR 21 WORKING DAYS PRIOR TO
CONSTRUCTION, ME CONTRACTS SHALL SWEDUIE A PPE-CONSMUCTON CONFERENCE THROWNME ENGINEER, MM ME OMJER. CONTRACTOR SHALL ALLOW UP M 14 DAYS FOR REVIEW AND
RENRN OF ALL SICK DRAWING SUBMITTALS ME RENEW THE SHALL BE MMXPORATED INTO THE
CONTRACTORS TOE FOR COMPUTER OF WORK
0. PRIOR TO INITIATION OF CONSTRUCTOR. ME CWTUCTW MULL PROMOS 48 HOURS MOTHER
NOTES (E-MAIL) By MNTACTNG ME OWNER AND ENWEEN.
A ME CONTRACTOR SMALL PROVIDE A MINIMUM 24 HOURS NONCE T) ME OWNER'S HOWIEMNG
INSPECTION PRIOR TO PERFORMING µT CONSTRUCTION WIN REQUIRES SPEORED INSPECTIONS
CALLED MR pl ME DRAWINGS AND ALL TEBTINC
B. NEW MATERIALS AMID WORKMANSHIP SHALL MEET OR EXCEED FP.U.A 'WATER AND WASTEWATER
UTILITY STµDARW AND SOEOFlCATWS ME CWMACICR WALL BE REQUIRED TO DUTCH A
COPY OF ME LATEST Fl.U.A 'NATO AND WNHTWATF UTUTf STANDARDS"µD MAINTAIN A
LEGIBLE COPY CF ME STANDARDS ON ME PROJECT SR DURING CONSMUCTON. ME STANDNAS
WING S'EOFlGTONS MAY BE GOWN LOPDFD Al.
n CO MARC
OF ALLTEAS MWmAwicAv/ PIPING MA E ALS SWIMI. BEroe6 MINGT
J. SHOP DRAFOR PH ALL . OTHER
M ME A AND PIPING NATEMICH STALL BE EXACT
TD
NUMBER FOR APPRJVN. OTHER Mµ ME ABOVE XAWNS MACH MEET ME EXAti MODEL
NUMBER AS SPECIFIED RED NOT REWIRE SHOP ORAmEC 9SA MiMW NO ALTERNATE DYNAMOS
ITEMS
WALL BE MANUFACTURED PRESTO W DELIVERED D ME PROAPPROVED
BY ME MMWT 910E DFAmNM
HAVING FIRST BEEN PREVIOUSLY MININAC AND SUPERINTENDENT
BY ME OWNER'S ENLHANSU
fl PFFME TO CONSTRUCTOR, D CORGROUND MORALES
91ALL BECOME ORMA FWATER MM:
ME PROJECT SITE INDICATED SYSTEM OPER FACILITIES AND CONOWIS: SUPERINTENDENT
DENA PLANT
COOPERATE AND ANNAL TN SYSTEM OPERATION. G QNES I NM 91PERI ME CONTRACTOR
STALL
COOPERATE SUPPORT.
NWJ MM ME UMAT ED EASING OPIATES M EQ AREA ME COLETE ME
SHALL T AS INDICATED
ADJUST, M DTAN E EYJSTNC UTIFIIES AS REQUIRED N COMPLETE ME
PROJECT AS INDICATED IO ME DRPmxGS
9, µT CHANGE OR DEVIATION FROM THE PLANS SHALL BE APPROVED BY WGMFFR PRIOR TO
ME LIXNSRmCTM OF SAIL CHANGE 0R PLANSDEVIATOR.
I O. SM. SE
LINES ARE NOT SXDWN ON THESE PUNS AS THEY NNE NOT NEAR ME WATER FAULTY
GE
SITE TESTING
LUCIE CWXT( STALL INDICATECK ME COMPACTS FOR PRESSURE
IXX HS.AND STORAGE
I I. ALL TESTING W.M OVER TE SACKFUL COMPACTOR UN PRESSURE NTRNC. BACIIXI BE ME
TESTING OR µY ME NTRAC RS SPECIFIED LINGER URIC CONTRACT MULL IG THE
RESPWSBNtt OF ME CONTRACTORS AB CONDUCT AND PAY N0. ALL IE515 PEWWNG
PRMESSWAL CERTFICATON BY P LABORATORY SHALL BE PERFORMED BY A LABORATORY
MICH HAS BEEN ROUTINELY ENGAGED M SUCH TESTING FAR A MINIMUM PERIOD OF PAW YEARS.
ME !LABORATORY MUST BE ACCEPTABLE N HOW ME OWNER AND MENEW.
12ALL TRENCHING AND EXCAVATORS WALL CONFORM TO OVA SAFETY AND HEALTH STANDARDS,
TIRE 29 CM PART 1926. WBPART P-'EXGVATWS. TRFNCHNI AND 910RAJV. WD NNI
SHALLW UPDATES THERETO. E CONTRACTOR SHALL BE MSPEBIE MR RUMORS AONERENCE TO ME
MOVE REGIMTON$ AMID INCLUDE All MM ASSUMING WITH WON µIMENLE W HAS
CONTRACT PROPOSAL ALL THOMAS ONES 5 FEET DEED WALL ALSO ADHERE M ME FLORIDA
TRENCH SAFETY ACT ORS CHAPTER 553) AND ALL COSNS ASSOCIATED WITH COMPLIANCE TO ME
ACT SIAL. BE CLEMLY INDICATED W ME CCNTUCTOM 80.
11THE CONTRACTOR WALL LOT HIS TRENCHING OPERATORS TO ME MDM µ INDICATES ON ME
TYPICAL MEAN
' DETAIL". UNLESS MERE ME VEEK CONDNONS IN ME PLUS MIN RESUME
MM mR ENCH OR A SHORTER TANKER DUE PROXIMITY OF ADJACENT ELSTXG PIPES PRIOR TO
IXGVATNG A MOM WENCH ME CONTRACTOR SHILL FOR OBTAN PERMISSION FROM ME
OWNER'S IMPECMR M MOSCOW MT µOTONAL WORK REQUIRED DOE TO USE OF A RIDER OR
A SH.. MENCIR STALL BE AT ME MST MO ME OPPOSE OF ME MNMACMR.
MEASTNG PAVEAENT/RDENALKS SMALL BE SAW GOT RHO N OPENING MOM. ALL CUTTING
OF PAVE MM/GDMW S SHALL USE SAWS HIM CONTINUOUSLY DWSG CUTTING BODES N
MINIMIZE DUST. ALL DUST WALL BE COLLECTED IN ME 'MET AND REMOVED BY ME END OF
EACH WTRKMG OAT,
ISTHE CONTRACTOR SHALL BE RESPONSIBLE FOR MHTAWNG AND MAINTAINING EROSION MD
EEGIMENTANON CCMRCLS IN ACCORDANCE MM BEST MARAE]MENT PRACTICES (B.N.P.-S)
APPROVED BY ME FLORIDA DEPT. OF ENVIRONMENTAL PROMOTION AND HIM RIVER COUNTY.
BRIGIAM SLOPE RE-VEGEIANON. SILT FARMER, AND TURBIDITY CURTAINS WALL BE BE
UTILIZED TOMINIMIZE ENOUGH AND SEDIMENT RUNOFF MIERE NEEDED.
(BALL WATER DEMANDED FROM PROJECT EXCANATONS SHALL BE DISPOSED W W A MANNER
THAT RILL NOT CAUSE INJURY TO PUBLIC HEALTH. PRIVATE OR PUBLIC PRICHEI 0R ANY
PORTER OF ME WORN COMPLETED OR IN PROFESS. ME CONTRACTOR WALL BE
RE9AMMI.E FOR MNPLYWG WITH ALL LOCAL REWLATO S AND MOY OF ME FORM
DPARTATT OF ENVIRONMENTAL PROTECTOR (CHAPTER 62 F.AC) REGARDING POLLUTION OF
WATERS OF ME STATE ME CONTRACTOR WALL ALSO BE RESPONSBLE FOR COMPLYING MM
ME SCUM FUDGES, WATER MANAGEMENT DISTRICT REQUIREMENTS REGARDING UMITATONS ON
DEVIATORS (CHAPTER 4CE-2 "C.). WORM ME CWMACTgFS DEWATMING MEANS AND
METHODS REWIRE A CONPJMPTVE USE PERMT. ME CONTRACTOR WALL OBTAIN WIN PERMIT
AT HIS EXPENSE
17.11MNMICATION WARNING TAPE WALL BE INSTALLED AT ME BOTTOM OF ME UST 12 INCH
UFT OF ME PIPE THROW. FOR UW TPE OF INSTALLED MUtt.
1&LOCATION WAGE FARE WALL BE INSTALLED ON ALL PPE IN ACCORDANCE HIM ME PROJECT
SPEOHCATONS AND MARKS.
ARMS CONTRACTOR SHALL SUBMIT ONE SET OF RECORD DRAWINGS TO ME ENGINEER MDICAMG
MY MO ALL WARMS ON SEMARANG FROM ME gtIONAL PLM&
20.I74 AOOTON N ME RECORD SMASHES MAINTAINED IN ME FlED BY ME OMMACNR ME
CWTMCTN'S SURVEYOR SMALLMAINTAIN A HED SURVEY OF ME MAINLINE NSTAlUTIW
INDICATNG BOTH ME HORIZONTAL AND VERMIN_ LOCATION OF ME PPE AND MINI ALL W
ACCORDANCE MAN ME REQUIREMENTS OF ME APPLICABLE DETAILS AND SPECICCANDNS.
REQUIRED CONSTRUCTION INSPECTIONS
ME OWES REPRESENTATIVE SULL BE GIVEN A RNIMUM 24 HOURS ADVANCE WRITTEN NOTICE
(ACKIDGE NONID E-MAL W MAY MESSAGE) FOR ME FOLLOWING W➢RIC
1. ANY PROPOSED OPERATION OF OR PROPOSED CHANCES N ME EXISTING DRUM FAOU TEES
2 ALL NEW WATER MAIN TAPS OR NEWS N BASTING WATER FACILITIES.
3 CPPAMm OF MT NEW VALVE TED INTO ME ROBINS WATER SYSTEM OVER MAR ME
ININALLY APPROVED TµFTNG VALVE
4. VALVE MD OTHER BURIED PIPE ACCESSORY NSTAWTIONS IN ME NSW MANUNES MR ME
OB9AVMCE OF PRIME RESMAWPS
& TESTING FOR ALL SOUS COMPACTOR. PRESSURE TESTING. AND FINAL OPEATIONS.
& FDR COLLECTOR OF ALL BACTEMOLCtlCAL TESIMG SAMPLES.
ME OMNENTS RPRE4NTATVE STALL BE IMMEDIATELY NOTNED BY CONTRACTOR UPON MT
EMERGENCY OR COMPLAINT FROM ME ANN. OR COUNTY WATER OPERATIONS
ME OWNERS WGNEERMG REPRESW NATIVE SNLL BE GIVEN A MINIMUM 24 HOURS ADVANCE WWTFN
NOTICE (ACKNOMEDGED E-MAR OR TEXT MESSAGE) FOR ME FOLLOWING RMRA,
I. EXAMINATION OF ME WHOM TE-IN LOCATIONS
2 ALL NSW WATER MAW TRIPS OR TE-INS N OUSTING WATER FAOUTES
3. NTIIAL PPE WSiAL1ATW MR ORSFRVATON OF CONFQRNMCE TO RECORD AND COMPACTION.
4, INSTALUTON OF ANY APPROVED CHANCE ON
ON ME PVJNS
5. AT COMPIETW OF ALL WITARY OR STORR SETIEN WOSSNCS WITH ME NEW WATER MAIN..
S. HIRING PER ALL
SOILS COMPACTOR, FACRURE RSHNG AND HNAL OPERATIONS.
MAJOR MATERIAL SPECIFICATIONS
NEW MAMMALS AND MEN INSTALLATIONS SHALL MEET OR EXCEED WE FP.U.A 'WATER AND
WASTYIAT R UTILITY SiµDARDS- AND SPECIFICATIONS (LATEST WHOM)_ THE MATERIALS AMID MEN
A INSTALTW ARE SUBJECT TO ME MASS. INSPECTOR ANDAPPROVAL OF ME OWNERS ENGINEER.
POTABLE WATER
A) DUCTILE IRON PIPE (DAY.) FOR BURIED WATER SERVICE MALL BE BELL AND BIGOT,
PHEMP RE CLASS MO. MM A MINIMUM NOMINAL WALL THICKNESS OF O25 INCHES. PIPE WALL
BE DESIGNED AND MARGINS IN ACComµCE RAM AWWA 050 AND 051 STAMARDS IN
NWWAL 20 FOOT LENGTHS, OR LENGTHS SPEOFlCAILT CUT FOR ME PROJECT. PIPE WALL BE
INTERNALLY USED MAWA MINIMUM 3/32-INN TRACK, CEMENT MORTAR LINING IN
ACCORDANCE MM AMNIA C104 STANDARDS ME CEMENT MORTAR UWND VAR RECEIVE AN
AWHALTC SEAL COAT BURIED RIPE SHALL RECEIVE SUN SCHEMES ASPHALTIC MATING OF
APPROXIMATELY 1 MU THICKNESS IN ACCORDANCE MAIN MINA M51 STANOMD&
A) FITTINGS FOR BURIED WATER MAINS 91A1.1. BE MECHANICAL W APPROVED NANUFALTURpYS
RENOWNED ANT. CONSTRICTED OF DACTLE IRON, PROMISING TO AWNA-CIM Nm/M
C-153. FITTINGS MULL BE RATED FOR A NINNUM WORKING PRESSURE OF CEO PHI RTTNGE
STALL BE LOAD AND MAIFO MAN A MINIMUM 8 MIL NEON BONDED EPDXY MATING.
CONFORMING M ME APPLICABLE AMNIA C-ICES STANDARDS
B) FITTINGS FOR I.E. WATCH FLYING WALL. BE MANUFACTURED OF LEAD RAM 'RED MMS5 ALLAY
(85-5-5-5), AND SHALL BE OF ME COMPRESSION TYPE FlTIMGS SHALL BE MANUFACTURED
FOR THE SAME SOR AS ME TUBING µ0 EACH JCNT S U. BE PROVIDED MAN A STAINLESS
STEEL STRIVER INSERT. ME FlT1W6 SHALL BE MANUFACTURED W CONFORMANCE ASM ANIMA
OEM STANDARDS.
3. UNDERGROUND JOINTS
A) PUSH -ON JOINTS FOR STANDARD NAMED SERVICE PIPE SHALL BE BELL µD SPIGOT, PROVIDED
HIM A WLCANIZED MR ELLSTOMFRIC GASKET IN CONFORMANCE RAW ANNA Ctt. ALL .PINTS
SHALL BE REEYNNED BY MEMMS AS INDICATED BELOW.
B) RESMIJNED NEWANICAL W APPROVED MANURACNRER'S HEMMED JOINTS MAU BE DAM
W ALL WMM TITTNG$ VALVES AND APPURTENANME. MECHANICAL AND RESTRAINED RPM
JOINTS SHALL BE PROVIDED MM WLCµQID OR ELASTp1ERAC GASKETS IN CONFORMANCE
AM A..11.
C) ALL ANTS FGH BUMM UNOFRGRp1ND RIPE VALVE AND APPtRTENANCES SULL BE IQSI ..
ALL MECHANICAL MUM 91A1 BE MOURNED USING BUSY MARL. OUCTBE RAN STANDS MAN
HEDGE TARE MORRS AND PAST OFF NUTS FASTENERS SMALL BE AS PRONGED BY ME
MANUFACMRM MO STALL BE STAINLESS STEEL MEMMS OF ANT RESONANT SV31 BE AS
FOLLONS
1. SUCTLE WON RIPE MM MANUFACTURES Q MECHANICAL RESMNNED MUTE USING LOCKING RINK
OR W94UL WARTS MR LOING WHISEM BE UTUZED. MESE RESTWNXS SHALL LL BE S PIPE
M-RE( WPM RING AUNTS ASHMAN RIPE UGH -FAST JOINTS NCWPNE SOMEHOW W
APPROVED EQUAL
2 DUCTIE IRON MICROS AND ACCESSORIES MM MECHANICAL MINT ENDS SHALL BE RE6MMNED
WITH 'UNI-FLANGE' WEDGE TYPE RESTRAINERS. SERIES 1400. OR APPROVED EQUAL.
3. ADAPTER FLANGES. SET -SCREW GLANDS OR THRUST BLOCKS SHALL NOT BE APPROVED
FOR ARE MINT RESTUNT.
I AMNEGMUN0 JOINTS
ARNWRWND CONNECTIONS FOR DUCTIE INN PIPE, VALVES MD APPURTENANCES WALL BE
PREFABRATUD OR CAST RANGES ME FLANGSTALL BE IN COMPLIANCE MX ANWA GINS.
FLAFLANGESLL FNGABE RATED PRO MORNING PRESSURE AND SNARL AVE SHALLOW
SERRATED FACES FLANGE HOE PATTERN SHALL MATCH THAT OF ANS BRIJ, MSS 125 BOUT
HOLES FOR SPOOL PIECES. VALVES MO ACCESSORIES SHALL SWANS ME WPDPMTS A FULL
FACED NEOPRENE GASKET. PROACEU BY ME PIPE MANUFACTURER. SXNL BE PROVIDED FOR
EACH WINDED JONT. IN UM OF STANDARD LOW CARBON SIFII, WAYS AND NUM WALL BE
316 STAINLESS STEEL
5. BURIED DAM AND TAPING VXVES
CARE VALVES SHALL BE OF ME SOUP WHOM FARE MTH REQUEST SEATS VALVED MULL BE
DUCTILE IRON -BMW. BRONZE MOUNTED. UTILIZING O-RING SEALS ME VALVE SHALL HAVE A
FUSION BWOG. PONY COAHN% W9DE AND WT. CONFORMING N AMNIA OREM ME VALVE
SMALL HAVE A MINIMUM YARNING PRESWRE RATING OF 25O PE MD SHALL MEET OR EXCEED
ME REWWWWM OF AWWA CR& VALVES SHALL BE NW -RISING CHIN. OPENING
GCLNTERCLCE(MSE BURIED VALVES SHALL BE MA ISMM MM MEWWCA. MINT ENDS,
EXCEPT FOR ME TAPPING SLEEVE MNTW NECMIIN WALL BE RINGED, SAID A 2-INN
SOUME ORPHANING NUT.
S. VALVE BOAS
A) ALL PROPOSED VALVES SHALL NAVE CAST IRON TWO OR THREE-PIECE VALVE BOAS MY
CAST IRON COVERS. VALVE BOXES SHALL BE PROVIDED WITH SUITABLE HEAVY
BONNETS AND EXTEND TO MATCH WE PROPOSED FINISHED GRADE SURFACE AS
INDICATED IN THE PLAN DETAIL THE BARREL SHALL BE ONE OR TWO-PIECE. SCREW
TYPE HAVING 59 DIAMETER WAFT. COVERS SHALL HAVE ME LETTERS -HATER' CAST INTO ME
TOP FOR ALL WATER MAINS. ALL VALVES SHALL HAVE ACTUATOR EXTENSIONS MTH
THE OPERATING NUT EXTENDED TO WITHIN 12 INCHES OF THE TOP OF THE VALVE
BDX COVER.
B) EACH VALVE BOX SHALL BE PROVIDED WITH A NEW VALVE NAMEPLATE. WITH
SUITABLE ANCHOR FOR CASTING IN A CONCRETE PAD. THE NAMEPLATE SHALL
BE A 3' DIAMETER BRONZE DISK WITH ENGRAVED LETTERING (' DEEP AS INDICATED ON
ME DMMN6. A TYLFRNMON SLEEVE FOR TRACE MBE 91ALL BE PROVIDED AND CAST INTO
ME PM. NO GAVE ME REQUIRED FOR THIS PROJECT.
SURVEY NOTE TO CONTR-ACTOR
ME TOPOGRAPHIC INFORMATION AS SHOWN ON WERE PLANS MR BEEN PURGED FROM
EXGMEW'S QIRVEY OF HEMEASURED
READ DATA MEARED FROM µOVEGROUND LOCALES WOE INDICATED
BY A TOP ELEVATOR. ME UNDERGROUND PPE ELEVATOR Hµ IXPoED BEEN SMD MEN RED.
THIS
PARACH TW AS INDICATED ON WE 9M PUN IS NOT PURPORTED TO REFORM CA EVERY UTILITY
MUCH MAY
USAT BE INSTALLED MTRN ME LLW OF CONSTRUCTION PRALL PROSPECTIVE
PARE µMG UT NME SIAE AND FAIUMAZE THEMSELVES MM AllCURRENT
PHYSICAL LOOTOS AUTHOR ME UNITS OF PROPOSED CONSTRUCTOR. CONTACTOR 91UL_ME A WRRWRY MUSTERED.ASTATE OF RIOTER SYSTEMUMNSM. PROFESSIONAL A WgNMOR µD CAPPER N
UYWT µ� URVEBUNT' ME NEW NSA SYSTEM WSTALATON AT NOTED
ON ME ME RAN
AN AD-BLI M LEY STALL MCLVOC NE1Y MADE
ELL TIONS1ATCN5 RATES
IN ME FS PLM
MAN MEP FRAM LOCUTIONS TOP µ0 WADE AND
DATA P: NEW WNEW MAIN LOCATIONS NOT µ0
ELEVATIONS AT T SITEMAXIMUMP 25 BUT ENCOUNTERED
µ0 DATA NST µT NEW NgTFIAIS NOT 910WN
W THE CURRENT SITE PLAN. BUT WCOUNIIXM OARING CWSMUCTIEL
INSTALLATION WARNING NOTES
1. BEFORE EXCAVATING FOR NEW INSTALLATIONS EACH UNCENCRWND WEAPON FOR NEW PIPE
TE-SUS WALL BE UNEARTHED AND EXPOSED PRIOR TO ORDERING MY PIPE MAIERNL RAG
APPURTENANCES FOR UNDERGROUND WSTAJUI
2 MILE EXCAVATING FOR NEW INSTAUTATINS, CONTRACTOR WALL USE TECHNIQUES HAW AS
UNDERCUTTING OF TRENCH OR HAND DIGGING TO MINIMIZE AFFECTS ON HOUSING UTILITY
NORM ABOVE ME NSA PIPE FOUNDATIONS
J. ME TOPOGRAPHY TOPOAPHY OF UNDERGROUTILITIESNDUTILITIESAR ES E KNEW M BE ACCURATE ON ME
PENIS WHERE INDICATED MAN A MP ELEVATOR. OTHER METRO BURIED UTUMG AS MOM
W ME PLANS PRE MOM PBOVEGRWND LOCATING FORCES AND HAVE NOT BEEN RAGGED
FOR COVER OR EXACT LOCATION. OWNER ALAS NO ADOITWAL UNDERGROUND GUILTY
MATURATION. NO ATTEMPT HAS BEER MADE TO EMPIRE EXISTING UNDERGROUND POWER OR
NMMUMCATWS AS FLOWN ON ME PLANS CONTRACTS SHALL USAGES UNDERGROUND
UTILITIES IN THE VICINITY OF CONSTRUCTION SUFHOEiRY IN ADVANCE TD PREVENT DELAY$ IN
CWSTHUGTW.
4. ME INITIAL TAPPING SEEVE AND HAVE MALL BE HEAVILY CHLORINATED CURING INSTAWTCK
PRESSURE TESTED: AND BACTERIOLOGICALLY CLEARED BEFORE CONSTRUCTING ME REMAINING
NEW MvEH, SYSTEM.
5. OTHER THAN ME INITIAL TAPPING CONNECTION. MNMACHN SHALL MAKE NO CONNECTIONS TO
ME EMSRNG WATER MIEM UNTIL SON TIME AS ME NEW WATER SYSTEM IS APPROVED MR
CONNECTOR BY ME OCTO ER. ME NITRE NEW WATER SYSTEM SHALL BE RUSHED. PRESSURE
NESTED, DI9NFECTD, BACTEMCLOGIGALLT CLEARED AND A COPY OF RECORD DRAWING DATA
PROVIDED TO ME ENGINEER BEFORE CUOURANCE AND FINAL CONNECTOR NOTMIATON ALL BE
RAW BY ME ENGINEER TO ME CONTRACTOR W FORMAL
STORMWATER RUNOFF AND DEWATERING
1. SHOULD ME CWMACTOR µPOPAM DISTURBING MORE Mµ 1 TOTAL AWE OF PERILOUS
AREA CURING CONSMUCTON, THEN, PRIOR M MNSTRUCTON, ME CONTRACTOR SHALL OBTAIN
A STATE OF FLORIDA, NPMS CERAMIC PERMIT FOR "SIURMNATER PERMIT FROM SNARL
CONSTRUCTION ACTINT6' (FpEP DOCUMENT Na 62-621.MO(4)(5)) FROM ME FEW BY RUNG
A'NOTCE OF INTENT' TO USE ME GENERIC PERMIT AND FIE ME APPROPRIATE FEE
2 ME CONTRACTOR SHALL BE RESSONSBLE FOR PREPARING AND COMPLYING WITH A
STORMWATER PCWJTON PREVEITON PLAN (BARBS) CURING ME COURSE OF CONSTRUCTOR
AND WAll ADHERE TO ME STORMWATER PRUJUMN PREKNTION PLAN REQUIREMENTS A
CORPORATE OFFICER SHATI SEYE24g@ TO SM A GARY ME FOLLOWING COROCATON
LMATES ON ME GYPSY PLAN AND SUBMIT IT TO ME OWNER
'I CERTIFY UNDER PENALTY OF LAW THAT THE ACCEPTABLE S W PPP AND ALL ATTACHMENTS
WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM
DESIGNED TO HE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED
THE INFORMATION SUBMITTED. BASED INQUIRY OF THE PERSON OR PERSONS WHO
RESPONSIBLEMANAGE THE SYSTEM'OR THOSE PERSONS DIRECTLY INFORMATION. THE INFORMATION SUBMITTED IS. TO THE BEST OF MY KNOWLEDGE AND
BELIFV. TRUE. ACCURATE. AND COMPLETE.I AM AWARE THAT THERE ARE SIGNIFICANT
PENALTIES FOR SUBMITTING USE INFORMATION. INCLUDING THE POSSIBILITY OF FINE AND
MARRAKESH FOR EN. WAATQXXI TIES.. AS PDIGTED WYIDS MAREPRARIM CONSNEREp
N¢eaNMUMMUS WYFDWBNG NNSIRIKTION,
3. OE -WATERING ACTINIUM
A OISWMGE FROM ALL DEWATE LNG ACTINTI6 SHALL BE DISPORM OF INTO AN
ON -SITE INFILTRATOR BASIN. OTHER WRONG M CONSMUCTM BY ME CONTRACTOR
TO MAINTAIN WATER ON -SINE DURING ME CONSTRUCTION PROJECT. ME BASIN MAY BE
OUSTING OR A TEMPORMY IMPOUNDMENT.
B. OPTIMALLY. MECONTRACTOR MAY ELECT TO DISCHARGE GROUND WATER WV
EXISTING OFF -SEE UNDISTURBED. DRAINAGE VALE SYSTEM. SHADOW CONTRACTOR
ELECT THIS MMOO OF GENERAL MR OEWATEANG ACTMTES HE SHALL FRET
PERFORM ALL ME ACTIONS IN ME FOLLOWING PARAGRAPH C. BEFORE GEONINS MY
DEWATERING ACTIVITIES
C. CONTRACTOR MUST: SUBMIT A OE -WATERING PLAN FOR APPROVAL: HAVE A
MM4ERAIRZ &IR.W.M.O. CDXEUNMVE USE PERMIT. KNOWN AS 'NOTICED GENERAL
PERMIT FOR SHORT TERM CONSTRUCTION DE -WATERING": NEST ME GROUND WATER
MR LACK OF CONTMIXAMN MD OBTAIN COVERAGE UNDER MEP'S'GMERIC PERMIT
MR ME DISCHARGE OF PRODUCED GROUND WATER FROM MY NON -CONTAMINATED
FACNTY. HOW DOCUMENT No. 62-621.300(2)
D. OE-WAMRINC SHALL BE ACCOMPLISHED USING A WELL PUNT SYSTEM UNLESS PRIOR
APPROVAL IS OBTAINED MOM ME VENEER. OPEN PUMPING MEMODS SHALL
INCORPORATE
ME USE OF A PROPERLY SZED AND MANTARED SCUDS SEOLING
CHAMBER ON THE DISLHMGE
DISINFECTION PROCEDURES WHEN
CUTTING INTO EXISTING SERVICE
R SAMPLING FOR BACTERIOLOGICAL TESTING SHALL BE SCHEDULED SUCH THAT ME OWNER'S
REPRESENTATIVE IS ON SS TO OBSERVE ME GARR ARD.
3. ME FOLLOWING PROCEDURES ARE IN ACCORDANCE MAIN SECTON 10 OF MAN, C651 AND
APPLY PRIMARILY WHEN THE EXISTING SERVICE LINES ARE BEING CUT INTO.
0. INITIAL ENERVATION
WILL LIKELY BE WET AND COULD BE BACTERIOGLOGILALLY CONTAMINATED FROM THE
GROUNDWATER. LIBERAL QUANTITIES OF XYPOCXLORIS SHALL BE MPUM TO OPEN THENCH
AREAS MIWMLL USSW ME DANGER FROM SUCH P01MW. TABLES HAVE ME ADVANTAGE IN
SON
W A SITUATION BECAUSE THEY DISSOLVE SLOWLY MD CONTINUE ADCX RELEASE HYPOLORIM
AS WATER IS PUMPED MGM ME EXCAVATOR.
5. SEC. 10.2-SWABBING MM MYPOCNLONAM SPLOTCH ME INIERIW OF ALL PIPE AND
GIDNGS (PARTICULARLY COUPLINGS AND SLEEVES) USED IN MAKING ME INITIAL AND FINAL
CONNGTON WALL BE WARNED M SPRAYED MM A MINIMUM I PERCENT HYPUNUORTE SOLUTION
BEFORE THEY ME INSTALLED.
S. SEC. IRS -A AWARE MORGAN RU%MG SHALL BE USED AS ME MEANS OF: REMOVING
IIMA_ CWTAMNATON INTRODUCED WRING INSTALLATION; INTRODUCING CHLORINE INTO ME HALL
NEW PIPE YCTON; AND FLOWING EXCESS CHLORINE FROM ME MCTESISMOC GRAY CLEARED PRE
SECTION. IF VALVE AND HYDRANT LOCATIONS PERMIT. FLUSHING TOWARD ME WORK LOCATION
FROM BOW DINECTONS IS RECOMMENDED. FLUSHING SHALL BE STARTED AS MEN AS ME INNAL
INSTALLATONS ARE COMPLETED AND CONTINUED UNTIL DISCOLORED WATER IS EUNNATEW
ROMWAME.
T. SEC. 10.4 -MUG MORNATCN W AD AMN TD ME PROCEDURES ABOVE WHIN PRACTICAL.
ME SECTION OF MAIN WHICH IS BEING INSTALLED SHALL BE ISOLATED AND ME SECTION
FLUSHED AND CHLORINATED AS DESCRIBED IN SM 5.3, EXCEPT THAT ME DOSE MAY BE
INCREASED TO AS MUCH AS 300 MCA AND ME CONTACT TIME REDUCED N AS UTRE AD
15 MIN. AFTER CHLORINATION, RUSHING SMALL BE RESUMED AND CONTINUED UNTIL
DISCOLORED WATER IS ELIMINATED. AND ME WATER IS FREE OF NOTICEABLE CHLORINE ODOR.
0.5 - BALA MEANS SAMPLE$ DETOURING
BE TAKEN AFTER CONNECTIONDUR Ci SEC, t SAML1tlG.
MMH£IEN N PROVIDECONTRACTOR
R RECRD FOR E DOMOTH THE WMMMAMW PROCEDURES
OR. WERE LYTIMAON O $HALL INSTALL ONE DGWNSMEAM BALTERICLOE PR SAMPLE MINT.
W. OF A ME URECMW OF FLOW G PEN ORN.CUT SLANUEROME PENS SHALL I WALL A EACH
90E EC ALL DAILY
RFWXING OPEN CUT IMO ME NAM. WNMUCNT INATI NAY£ TWO
)
MCAUNXMVE DRAT SANPIES TAKEN AND TESTED FAIR BMR BACTERIA
BE FAC NATION. MEAN
E
GRPW0.0RM. TER FFMS INDICATING ME UO POSITIVE COUNTY
O BACNDA BE DEPARTMENT
l.0 ME
9NAMW SHALL BEE ACTION BY ME WDWI RIVER UN AL UTILITY OPARVWi WHO CM
CONSECUTIVE
CONGATIVE ACTLW, AND DRILY SHOPPING SHALL BE CWMNIIFD UNTIL TWO
MNSECUTK NEGATIVE SAMPLES ME RECORDED.
FLORIDA D.E.P. / F.P.U.A.
UTILITY SEPARATION NOTES
NOTE: THE FOLLOWING SECTION OF THE FLORIDA ADMINISTRATIVE CODE MAY BE
MODIFIED TO CERTAIN SITUATIONS WHERE THE F.P.U.A. DEPARTMENT OF UTILITIES
CRITERIA IS MORE STRICT THAN THOSE REQUIREMENTS OF THE APPLICABLE FLORIDA
ADMINISTRATIVE CODE SECTION. THE MORE STRICT CRITERIA WILL BE INDICATED
IN BOLD ITALICS PRINT.
62-55SS14 LOCATION OF PUBLIC WATER SYSTEM MANS
FOR ME PURPOSE OF THIS SECTM. ME PHRASE 'WATER MAINV SHALL MEAN MAINS, INCLUDING
TREATMENT PLANT PROCESS PIPING, CONVEYING OTHER RAW, PARTAl1Y TREATED, OR HNMED
UNWIND MAH R, FILE HYDRANT IFADS: AND SEANCE UNES THAT ARE LINGER ME CWTRW
OF A PUBLIC WATER EYSTER AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR
GREATER.
(1)HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MANS AND SANITARY OR STORM
SENUM. WASTEWATER OR STORMWATER FORCE MAINS, RECURRED WATER HIPBONES, AND
M-97 SEWAGE MFAMEIT ABED DISPOSLL SYSTEMS.
(o) NEW OR MUDGUARD. UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT IEAET THREE FEET BETWEEN ME OUTSIDE OF ME WATER MAN
µ0 ME OUTSIDE OF ANY EASING ON PROPOSED SM. SEWER, STORMWATER THREE MAW.
OR PIPELINE WNVENNG RECLAIMED WATER RECUEATED UNDO PART III OF CHAPTER 62-610.
F.AG
ON SHALL. NEW OR RAWNEATED. UNDERGROUND WATER MNNB BE _AD M PROVIDE A
HORIZONTAL OISTµCE OF AT LEAST MRFE FRET, AND PREFERABLY MAR FREE OWNERS ME
OUTSIDE OF ME WATER MAIN AND ME ROME OF µT EXISTING OR PROPOSED VACUUM -TYPE
SUMMIT SENIIL
(c) NEW OR RELOCATED. UNDERGROUND WATER GAINS 9UZL BE LAID TO FROMM A
HORIZONTAL DISTANCE OF AT LEAST SX FEET. AND PREFERABLY TEN FEET. BETWEEN ME
CONSUL OF ME WATER MAIN AND ME OUTSIDE OF µT EXISTING OR PROPOSED GRAVITY- CR
PRESAIRE-TYPE SANITARY SEWER, WASTEWATER PENCE MAN, OR PIPELINE CONVEXNG
RECOUPED WATER NOT REGULATED UNDER PART W OF WAPHR 62-610, F.AC. ME MINIMUM
HORIZONTAL 9PARATgN DISTANCE BETWEEN WATER MANS AND RMATT-TYPE SANITARY
SHREW SHALL BE BOO= TO MORE REEF WHERE ME SHAMIR OF ME WATCH MAIN IS LAID
AT LEAST SIX INCHES ABOVE ME TOP OF ME SEWER
(E) NSW OR RELOCATED. UNDERGROUND WATER MANE SHALL BE WO TO PROVIDE A
HORIZONTAL DISTANCE OF AT LEAST TEN FEET BEMEEN ME OUTSIDE OF ME WATER MAIN AND
AL. PARTS OF PLAY HOISTING OR PROPOSED 'ON-SM BEACH TREATMENT AND OISPGSAL
STATES' AS OWNED IN SECTION ,TBI.0065(2), F.S. AND ROLE 64E-5.002. RAC.
(2)VERTCAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SMITARY OR STORM
SIEMENS WASTEWATER OR S10RMWATER NRCE MAR% AND REMAINED WATER PRUNES.
(a) NEW OR READOPTED, UNDERGROUND WATER MANS WOaSNG ANY EXISTING W
PROPOSED GRAVITY- ON VACUUM -TONE SANITARY HENRY CR SWORN SEWER SHALL BE LAID SO
ME OUISOE OF ME WATER MAIN IS AT LEAST SX INCHES, AND PREFERABLY 12 INCHES.
MOW W AT LEAST 12 MOUES BELOW ME NAMES OF ME OTHER PIPELINE HOWEVER, IT IS
PREFERABIE TO LAY ME WATER MAIN ABOVE ME DRIER PIPELINE
(6) NEW W RELOCATE D, UNDERGROUND WATER MAINS CROSSING MY IXISRNG QR
PROPOSED PREMM-TYPE SANITARY SEAM. WASTEWATER ON ST WATER FORCE MAIN. OR
RPEINE CRASHING RECIAMED WATER MULL BE LUD M ME CURVE OF ME WATER MAN IS
AT LEAST 12 WINES ABOVE OR BELOW ME DUISDO OF ME OTHER PIPELINE. HOWEVER, IT IS
MEMBRANE TO TAT ME WATER GAIN µONE ME OTHER PIPELINE
UO AT THE UTILITY DIAMONDS DRUMMED IN PARAGRAPHS (A) AND US) MOM ONE HALL
IENCTH W WATER MAIN PIPE SLAM, BE CENTERED µONE OR BELOW ME OVER POROUS SO
ME WATER MAIN MINTS MU. BE AS Fµ AS POSSIME FROM THE OTHER PIPELINE
ALTERNATIVELY. AT WW WOS9NR. ME PIPES SHALL BE ARRANGED EO THAT ALL WATER
MAIN MINTS ARE AT LEAST THREE FEET FROM AL. MUS W VACUUM -TYPE SANITARY SIEMENS.
STORM YKFAS STOLLMATER FORCE MATHS OR IMPROVES CONYEµG RECWMED WATER
REGULATED UNDER PART M OF CHAPTER 52-610. SAL, AND AT LEAST SX FRET FROM ALL
JOINTS IN GRAVITY- OR PHOULAM-TYPE SNRARY SEWER$ WASTEWATER FORCE MAINS, OR
`IPACINES CONKNNG RECUJNED WATER NOT SEPARATED UNDER PART 10 OF CHAPPED 62-810,
(3)SEPARATON BETWEEN WATER MANS AND SAMTMY OR STORM SEWER MANHO£5
µ) NO WATER
NMHOE PAGE THROUGH. OR CONE INN CONTACT MM. MT PART OF A
S
IN EFFECTIVE AUGUST 2S. 2003. WATER GAINS SHALL NOT BE CORSMUCRD OR ALTERED
i0 PASS THROUGH OR DOME INN CONTACT WITH. ANY PASTOFA WHOM RESIGN BARRELSON NET SMUCHIM YRERE IT IS NOT TEWNICALLT MARBLE OR ECONOMICALLY SENGME N
COMPLY AM THIS REQUIREMENT (LE. WHERE WERE IS A CONFLICT W ME ROUTING OF A
WATER NAN AND A STOW SEWER AND WHERE ALTERNATIVE RULING OF ME WATER MAN OR
ME STORM SIERRA IS NOT IEWNWU_Y FEASIBLE W IS NOT ECONOMICALLY SNSBLE). ME
DPMVENT WALL ALLOW EXC¢TONS N THIS REWPEYWT (LE, ME DPMVWT WALL
ALLOW CONSTRUCTION OF CONFLICT MAOHOES). BUT SUPPLIERS O WATER OR PERSONS
PROPOSING N CONSTRUCT CONVICT MMHOES MUST MST RATAN A SHOWS PERMIT FROM
ME DEPARTMENT IN ACCgmMCE AM PART V OF WAS CHAPTER AND MUST PROVIDE IN ME
PRELIMINARY DESIGN REPORT OR DRAWING$ SI'ECBIGTON$ AND DEAN DATA ACMMPMYING
THEN PERMIT MPIIUTDN ME fOLLOMNG MFOROOON:
1. TENN.. OR U.N.. MSTFlGTDN FOR EACH LWNGT MANHOLE.
2. A STATEMENT IDENTIFYING ME PARTY RESPONSBLE FOR MAINTAINING EACH CWNCT NAHIOF.
3. ASSURANCE OF COMPLIANCE MM ME DERMY AND CONSTRUCTOR RMANDINS IN
SUB-WBPMAGRAPHE A WRWW 0. BELOW.
R. EACH WATER MAN PASSING THROUGH A CONFLICT MARHIXE 9HAL HAVE A FLEXIBLE.
WATERTIGHT MINT W FAIN SIDE OF ME MANHOLE N ACWMMMAM OFFFAENTAL SETTING
BETWEEN ME MAN AND ME MMXOIF.
0, "WIN EACH CONFLIT MMXOE, THE WATT MAIN PASSING THROUGH ME MMHOIE
WALL BE INSTALLED IN A WATERTIGHT CASING PPE HAVING HIGH IMPACT STRENGTH (I.E.
HAVING M IMPACT STRENGTH AT LEAST EW4 N THAT OF 025-INCH-THOU DUCTILE IRON
POE),
P. EACH CONTACT MANHOLE SIWL HAVE AN ACCESS OPENING, AND WALL BE SEES, N
ALLOW FOR EASY CLEANING W THE MANHOLE
a GRATINGS WALL BE WSTALLID AT All SPERM ROPER INLETS UPSTREAM OF EACH
OYNRUW MANGE TO PREVENT LARGE OBJECTS MGM DUMPING ME MMRNE.
(4)SEPAURAMON BETWEEN TER
OR SFIXMWAIFR MGM MOUNT D SANITARY OR MAINS RECWNEG WATCH PIPELNESANDM NS9I�AR
TREATMENT AND DISPOSAL STEVENS. NEW W RELOCATED FIRE HYDRANTS AM UNDERGROUND
GRANS SHALL BE LOCATED 50 THAT ME GRANS ARE AT LEAST THREE FRET FROM MY
RISING OR PROPOSED S10RM SEWER. STWMWAFR FORCE MAIN. W PIPELINE CONVEYING
PECWMED WATER REWLAICO UNDO PART W OF CHAPTER 62-610, F.AG; AT LEAST THREE
FEET. WAS PREFERABLY TEN FEET. FROM MY EXISTING OR PROPOSED VACWM-TYPE &OITRY
SEWER: AT LEAST SIX FEET. AND PREFERABLY TEN FEET. FROM MT EXITING OR PROPOSED
GMWtt- ON PREMUPE-TYPE &UNITARY ROGER. WASTEWATER FORCE MAN. OR PRELIM
CURVETING RECLAIMED WATER NOT gECUUTED UNDER PART H OF CHAPTER 62-61D. RAC.:
MO AT LEAST TN FEET MOM ANY COSMIC OR PPOP05E0'ON-SATE CHARGE TREATMENT AND
DISPOSAL SYSTEM' AS 061NED R SECTION W.0065(2). F.S. AND RUE 64E-ROD2 FAG,
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2000 VIRGINIA AVENUE
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MLENAME:
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GENERAL CONSTRUCTION NOTES
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LOCATION: BIUSS DISK IN CONCRETE 1 MITE PLUS OR MINUS
W. OF KINGS HIGHWAY ON ORANGE AVENUE (STATE ROAD 58),
35 FEET PLUS OR MINUS E44F OF A CAS PIPEENE RUNNING
NORM TO SOUTH. 10 FEET PLUS OR MINUS NORTH OF THE
NORM EDGE OF PAVEMENT OF ORANGE AVENUE (STATE ROAD
68). 120 FEET PLUS OR MINUS WEST OF MNLBOX / 893D
ADJUSTED ELEOANON: 6.A471 METERS 21.152 FEET (PUBLISHED)
21.16 FEET OBSERVED 6-8-2016)
VERTICAL DATUM: NAVD 88
SITE BENCHMARK:
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BOX
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ALL ELEVATIONS DEPICTED HEREON REFERENCE NAVD
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ST. LUCIE COUNTY PARKS, RECREATION & FACILITIES
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STORAGE TANK SYSTEM BY-PASS
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35 FEET PWB OR MINUS EAST OF A GAS PIPELINE RUNNING
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g •BM1 REYOUR{ViDMATCHfXI O - FROMHIGH �/ 68). 120 FEET PLUS OR MINUS WEST OF MAILBOX / 8930
�'BIDEWAIXW/2 ONTTCTIONJO.NTS• ADJUSTED ELEVATON: 6.44]1 METERS 21.152 FEET (PUBLISHED)
B • GRAPHIC SCALE
xM1tr \\` 21.15 FEET OBSERVED 6-a-2016)
• :COyCRpiE•WAD( . ' COVBRED r EXISTING PUMPS VERTICAL DATUM: NAVD 88
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CONO IMMEp/ITELYAFTER PUMPROOMWALL.SEESHEETG5FOR N: 1134203.396
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\•" \ CONONTS ANDtMRING PLONG EXTERIOR
PLANT WALL SEE SHEETC5 FORTHE
LOCATIONS AND MOUNTING OETALS. ALL ELEVATIONS DEPICTED HEREON REFERENCE NAVD
1988. THE CONVERSION FACTOR TO NGVD 1929 IS +1.49'
ST. LUCIE COUNTY, FLORIDA CARTER ASSOCIATES, INC. oaOd • W'0E ST. LUCIE COUNTY PARKS, RECREATION & FACILITIES SHEET
PARKS, RECREATION AND FACILITIES DEPARTMENT GRAM BY: DIM ROCK ROAD JAIL WATER SYSTEM
CONSULTING ENGINEERS AND LAND SURVEYORS APPM By : sos STORAGE TANK SYSTEM BY-PASS Cr3
2000 VIRGINIA AVENUE PLOTBY ;SMeSno6 pr
1708 21st STREET, VERO BEACH, FL 72960 yILE NAME:
pEN5E0RPEGY01rt.W0A00E91NBFRTONBCHECIt VALVED BDB I!E'll FT. PIERCE, FLORIDA, 34982 TEL (T/2)E62-0191 FAX (/]2)562-1180 SIEVED SNOBERGER, P.E. yGNADI1RE DATE _ FLGRIpaucENSE ea.65a36 REF'• :1%ro Bmw PROPOSED PIPING AND CONDUIT IMPROVEMENTS
O. REVISION BV DATETEL:OTll d62-16t0 FA% (TII)d62-16M �.�,��..��esr-- ��.,��� r'� �. CARTERA630CUSEs, INF COA 205/IB ZIS FB.flPG. :OW818.Nk __ _
AR RELEASE
SEE
DETNL THIS
S. F.C. 45
NATUPK
PLAN VIEW
3/8"=1'-0'
REF. THIS DWG.
3' THREADED W CN ET
rAT TOP QUADRANT OF PIPE
x 4.5SPOOL PIECE
/ A' BEV ACTUATOR
V 5'
CHECK VALVE W/
JD MIGHT
PLO. SPOOL
4s SEND
45•
6' DJ.P
NEW BURIED PVC DEGIRIC
�-
`3W0 P31
CONCURS TO VALVE CONIHOLLFR�
I
CONCRETE BASE
\
M.J.VPLVE
I 1
\
POSTING FIRE UNES
N.J.
F
-
F I
S' N.J. REST.
S1 SW. M.J.
f
'
3'5Rx NJ.
COUPLING
REDUCING WYE
REDUCING
4.s
SIDE VIEW
RD�D °5
3/8'=1'-0'
REF. THIS DWG.
SIDE VIEW
3/8-=1'-0'
REF. THIS DWG.
A.
Pmnrero��c�nrt.
roV-vcruT�ae�m
PIPE SUPPORT DETAIL
A.
NOTES:
1. DIMENSIONS SHI ON THIS PIAN SHEET PRE BASED UPON THE SPECIFIED MATERIALS AND INCLUDE THE VADTH OF DOCKETS AT FLANGED JOIHTS SHOULD
CONTRACTOR ELECT TO UNUIE ALTERNATE NATERUALS THAN SPECIFIED, THE LAYOUT LENGTH S1 REMAIN THE SAME AS DRAWN. AND ANY REQUIRED
APNSIMENT6 BHALL BE MADE UP IN THE FLANGED. HORIZONTAL, SPOOL PIECE LENGTHS. CONTRACTOR SH4L PROVIDE SHOP DR WNGS OF PROPOSED
ALTERNATE MATERIALSANDA REVISED LAYOUT DRANANGFOR ENGINEER'S RENEW ANOVMTIENAPPROVAL PRIORTO ORDERING PNYALTERN4IE MATERIALS
2 ALL RPEAND FITTINGS FORTHIS PROJECTSHE'L BE CHI IRON INACCORDANCE`MTi THE SPECIFICATIONS,
3. ALLJGNTS FOR THIS PROJECTSHALLBE MECHANICALLY RESTRWNED UNDERGROUNDAND RANGED RESIRAINEDABOVE GROUND.
4. ALLLANGEDJOINTS SHAILBE MADEUSING FULL FACE GASKETS PROVIDED BY THE PIPE MANUFACTURERANDGRADE3165 ANLESS STEEL BOLTa'AND NUTS.
5. NOFLANGEACAPTERS SHALL SE USED FOR THIS PRCUEOT.
& MECHAMCALJOINT RESTRAINERS SHALL UIUM EPDXY COATED, DUCTILE IRON GLANDS, USING MCGEACTIMTH ON RESTRJH TNIST OFFNUTS, ALONG `RAM
MANUFA RERSPROVIDEDLOWALLOY,HAAOENED,WLT MDNUTSRESTRANERSSHNLBE'IINLRNd ,MODEL14MORAPPROVEDEQUAL
T: BELLANO SPIGOT PIPE RESTRANERS SHALL UIUM MANUFACTURERS ONE-PIECE; LOCKING RING OR LOCKING GASKETTYPE RESTRAINERS.
5. ALL FLANGED OR FANGED BY PLAIN END. MOVE WOUND, SPOOL PIECES SHALL RECEIVE THE SPECIFIED SHOP COATING PRIOR TO 86NO DELIVERED TO THE
PROIECTSITE
T. BOTH ABOVE GROUND FLANGED FITTINGS. BELOW GROUND MECHAWCAL JOINT FITTINGS, AND ALL VALVES SHALL BE FURNISHED W1T1 A MANUFACVURERS
MIW MUM 8 MIL FUSION BONDED, EPDXY COATING AND UNNq OR BE SHOP APPUED IN ACCORDANCE W1M AMA C116 OR CSW STANDARDS, MEETING NSF 61
STANDARDS FORPOTABIEWATER
B. AFTER INSTALLATION AND ACCEiANCE OF TEST RESULTS, ALL ABOVE GROUND. PIPE, F T HNGS, VALVES AND APPURTENANCES, OTHER THAN THE VALVE
ACTM�O(1 SHALLHAVETIEIRSURFACESPREPMEDMDRECDVEARNALCOATNGSYSTEMTHEEXI GSURFACESHALLBEPREPAMMORECBVEACOAT
OF SELF PRIMING, HIGH -BUILD, POLYAMIDE EPDXY, SAFETY BLUE IN COLOR. AFINAL POLYESTER POLYURETHANE CLEAR COAT SHALLTHEN BE APPLIED
e. SHOP DRAINING SUBMITTALS SIULLLBE PROVIDED BY THE CONTRACTOR FOR PLL PROPOSEDkWTERD (OREOUALITEMS)PMR EPRWECTSPECIFICATONS.
% SHOP DRAWINGS SWILL BE RROYOEDTOTHE ENGINEER FOR REVIEWAND4MIRENAPPROVAL PRIOR TO ORDERINGANY PROPOSEDPLTEwNTVEMATERIFLS.
MISCELLANEOUS INSTALLATIONS
3/8'=1'-0'
NAVD 1988
ALL ELEVATIONS DEPICTED HEREON REFERENCE NAVD
1988. THE CONVERSION FACTOR TO NGVD 1929 IS +1.49'
DATE .ITTUE SHEET
ST. LUCIE COUNTY, FLORIDA
ffi CARTERASSOCIATES,1NC.
Paws :1sTOE
ST. LUCIE COUNTY PARKS, RECREATION 8 FACILITIES
DRLETEOFENCPsaTEPER.SR.REVSEDwTEseas sw Ixmne
PARKS, RECREATION AND FACILITIES DEPARTMENT
„`-
CONSULTING ENGINEERS AND LAND SURVEYORS
DRAM BY: MM
APED. BY :ws
ROCK ROAD JAIL WATER SYSTEM
STORAGE TANK SYSTEM BY-PASS
MNOFNOTECHANS£5 BIDS m-
2000 VIRGINIA AVENUE
170821 st STREET, VERO BEACH, FL 32960
PLOTer a�.es,eSnceT
`J
FDOED E DP RESRWNED JDIRT COLDER BIDS IiHm
FT. PIERCE, FLORIDA, 34982
�L:(nz)sB2aFst FAx: Py21 ss2-Tteo
��� �� '-'�
STEVED.SCENSIE ER.P.E 61GNAIURE MTE HERNUE,
S
FwwoaucENSE Ne.35638 aEF.• :tsroGnB
200BAMOSwG
AUTOMATIC BY-PASS VALVE INSTALLATION
O. EVI ION 9V D T
TEL(TT21462-1610 FAX (n2)4fi2-t4N
�
Ea COA2051 _BM, F.B. S NIL OEO6temk
I rl
�X-:-
K-x -V A�
- --- - ------------ -
NAI, r4ff,%XT,;NGr+,
i
WATER PLANT — NORTH ELEVATION MEW
1'=2'—O'
NOTES:
1. ABOVE GROUND TO SPECIRED BURIED DEPTH CONDUIT SH BE GPLVANIZBD RIGID CONCUT (FMI MILD STEEL CONDUIT. COURIERS MD PIPE BENDS SH BE
HOT -DIPPED GALVAMZED, INSIDE AND OUT. AFTER THREND CUTTING. CONDUIT SHALL MEETANSI C80.1 MANUFACTURING STANDMOS AND BE COVERED BY UL 6
-TMDRNo
P—
Z FMC PIPE BENDS SHN-1- BE MINIMUM FUNDIUS OF 124NCHGS AND SH>11 BE THREADED AND HOT -DIPPED CALVMZED PER CONDUIT SPECIFICATIONS.
a CDUIT U-PUBENDSS1��GIFO 13ETHREFOWANDKETEI CFUITZNC, OFWATERNGHTCESIGN, SPECIFIQ�Y MANUFACTURED FOR FAC.
�
PRIOR ASSEMBLY, CONI SHALL REMOVEM-1- BURRS OR OTHER IMFERFECNONSV CHCOIJUD DI CONDUCTORS,
4� TO
5. END SI BE ATTACHED TO WALLS AT LEAST ONCE IN EVERY DIRECTION, USING MNO PLATED, SINGLE HOLE PIPE STRAP MATH STANLESS STEEL TAPGON7
FASTENERS. SNLIPS AND FASTENERS SHALL BE INSTALLED AT MVXMUM 6 FCOTCENTEHS
BEFORE- T FASTENING TOWALLS. ABOVE GROUND CONDUITS FITTINGS. AND STRAPS SHALL BE PAINTED WTH ONE COAT EACH OFAL(TD ENAMEL PRIMER
AND FINISH COAT PLANT 5 HALLSEAPPUMINACCCRDANCEWTH MANUFACTURERS RECOMMENDATIONS AND EACH COAT SHALL BEAMINIMUMOF3,DMIL DRY
FILWTHM� ICEPAW�TINTED
BURIED. HORIZONTAL CONDUITAND FN-PNCS SHALL BE SCHEDULE 40. RIGID PVC, CERTFIED TO UL 651 STANDARDS, WTH PiPE MANUFACTURED ACCCRDANCE
WTH NEMBk TC2 AND RTNNGS MNNUFACTURED IN ACCORDANCE BATH NEW TC3
& DURINGASSEMB ACONTNUOUS. NYLON PULL STRING, 0F2 t MM. SHAU-BE INSTAU-EDTHE ENTREUENGTH OF CONDI MINIMUM 5 FEUOF
�G�nEDMLAYSOUDF REAT"CHCON UTEM.
8
9, MHEENTRECONDUIT EINSTOWAEPRWFUNDMGROWDMDM��GHBVGROUNM
NOUTTE NBECONTINUOUS MOM CONTROLICAMNETTO FINALTERMINATION INSIDE TIAEVALVEACTUATOR.
LL CONDUCTORS RUN=ST=0-1H`CN=
tM
1. HOT, PRIMARY NEUTRAL AND WOUND CONDUCTORS SHALL BE RUN IN THE 14NCH CONDUIT.ALL SIGNAL AND COMMON CONDUCTORS SN BE RUN IN THE IAA
INCH CONDUIT
lnoJ
POTABLE PUMP ROOM — WEST WALL ELEVATION MEW
1 —2 .-0. ±
SHEET
ST. LUCIE COUNTY, FLORIDA AT-- CARTER
ASSOCIATES, INC. ST. LUCIE COUNTY PARKS, RECREATION & FACILITIES
PARKS, RECREATION AND FACILITIES DEPARTMENT CONSULTING ENGINEERS
VIRGINIA AVENUE
dBy jo
AND LAND SURVEYORS AM. BY ED. ROCK ROAD JAIL WATER SYSTEM
Sn.." STORAGE TANK SYSTEM BY-PASS
C-5
2000 1708 21st STREET, VERO
BEACH, FL 32960 PLOTIN _.
FT. PIERCE, FLORIDA, 34982 TEL (772) 6624191
FAk (772) $ -7180 STEMS D SNOBERGEFI P E MGMTURE DATE FUENAME:
FUORIDAUCENSREPO :15-70&� BY-PASS VALVE CONTROLLER INSTALLATION
REVISION TEL F� BMB452-1� c==@
.DUN aJ PANO-ECIEPoOR
N u
NOT USED �-
�
nin x�A
_ CPV
WMER
cDNNEcnoN
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— —0 tlax.aYAAG
XK
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-0
— — —
IT
ZJ
seer
Ro T
HAS
US
01V�1
IN
T ASe L "J
Re
RV F.Aeo'
BPVACTUATOR CONTROL PANEL SCHEMATIC
=T I INUT NS NS S ACM
IIIIII IIIIII
ICI NNEGI
F CONNECTIONS
TYPICAL VALVE ACTUATOR INTERNAL SCHEMATIC
ASS
For
No
OVINE'
CORRECTIONS
tlOEX
—aflD MPoNG BY OMERS
SAEBBBA R SMIGIEG ABB.IsrAaErs uusr 14YE sulE VS -TAB
CNAT DRAMXG S. I . VM! IN Be MD-PmlT.
`Ur`vi SiAN5119 SXRMi IN FAULT COXDITTIR
-'.(."-IMRi SO, INCUA.(CUJFCIm
.DRRIN PWIVD .11146MEP
.VSS6 RLlff •TRUE 569R (IIiO'WA'ht)
S
JY-J. SM➢Ert IJXRS FOR UCJ1R W AT ND K 1NAML
RAURAA
NOTES:
1. CONDUCTORS PUIIFDTHROUGH CONOUIi5SH BEGTRPNDEDCOPPERTYPETH .RINGIN510ETHECABINETSW SESTRPNOEDCOPPER.TYPETMINCRiHYriJ.
2 PRIMARY POVVER CONDUCTORS SHVL BE RED ME BLACK INSULATED. SIZE 10 AM. SECONOARY PORERCONDUCTORSN.BE RED INSULATED. 513E 12 AVAl NEUTRAL CONDUCTORS SHPI1BE VVHTM INSULALATEO,
SIZE 13AWG. GROUND CONDUCTORS SHALLBE GREEN INSULATED. BILE 12 AVWL SIGNAL'MRING GHALL Be RED INSULATED, SIZE 14AM.
S. TERMINAL ENOS OF AILVAREG CONNECTNG TO PANEL COMPONENTS SHAU-MVEWSUTATED CRIMPED OR POWERED: RING, SPACEAND FORT( OR SLIDING DISCONNECTMERENECEGSViY. CONNECTIONS FOR HOT,
NEUTRCh SIGNPL AND GROUND LEADS SH(LL KVVVDE USING NYLON, SCREWTYPE- EMBER TERNINALBLOCKS(TYPE HI, GPECIFII DESIGNED FOR STRANDED CONOUCTORS.
4. PANEL SHALL BECONSTRUCTED PER NEC REQUIREMENTS ASASERVICEENITIMCEDENCE PANEL COMPONENTS SHAH Be ATMWIMUM, ULRECOGNI3ED. CONSTRUCTION SHALLBEHIGH GRADE OFMUMCIPALOUAUTY.
5. SCHEMATIC DESIGN AND CONNECTIONS ARE FOR THE SPECIFIED COMPONENTS. SHOULD ALTERNATE COMPONENTS BE PROPOSED, MANUFACTURER SHALL CHECKALL COMPONENT CONNECTIONS AND CAPACITIES ME
PROVIDE A REVISED SCHEMATC IF THERE ARE PLAY ALTERNATE CONNECTIONS. MANUFACTURER MY PROPOSE ALTERNATE COMPONENTS AND SCHEMMC, PROVIDING THE GAME OPEMTONS As DESIGNEGj D
IDENTIFYTHEALTERNATESINTHE SHOP DRAWNGSTO BE SUBRJTIFLAND APPROVED BYTHE ENGINEER PRIOR TO ORDERING MATERIALS OR BEGINNING AIRING.
S. PANEL SHALL BE PRE -TESTED, AT THE MPNUFACTURING POINT OF ORIGIN, USING ALL COMPONENTS AND ALL SIGNAL ALTERNATIVES PRIOR TO SHIPMENT. ANY FNUNO COMPONENTS SHAM BE REPLACED PRIOR TO
ST. LUCIE COUNTY, FLORIDA
� CARTER ASSOCIATES, INC.
Pao, A .I�TOE 11ST.
LUCIE COUNTY PARKS, RECREATION & FACILITIES'RAm
�rltt I
PARKS, RECREATION AND FACILITIES DEPARTMENT
VIRGINIA AVENUE
CONSULTING ENGINEERS AND LAND SURVEYORS
APPD.Sar:
APPD. av :sos
PLOT
DJM
sINeAIRn
ROCK ROAD JAIL WATER SYSTEM
STORAGE TANK SYSTEM BY-PASS
G
C�u
2000
1708 21st STREET, VERO BEACH, FL' 2'
BY :sl...
RBAsSovuvBArnuTORSBEacx smmaswusclEwro
sos
1vlv+e
FT. PIERCE, FLORIDA, 34982
B
TEL (]]2)%23191 FAX: (iT2)BE TIRO
-
�.o mnIicilis"Ea1GiSN.iSsie sIGIVATuaeDATE
FILENAME:
aEF:s :1srO
s.e..¢
BY-PASS VALVE CONTROLLER SCHEMATIC
NO.
R ION
By
DAr
TELvmwz-1s1O FAX (>mAnnaa
_ _0—=— - _ _
CARTER AssoQwTEs.INc. cOAzos I LB zos
FR.6PG.:BSBBiG.MR
PROVIDE ONE, "SCHNEIDER",
OR EQUAL 22mm, BLACK,
BLANK PLUG W/ NUT
PROVIDE TWO, "SCHNEIDER"
XAPE305, OR EQUAL, 5
HOLE, 22mm, FLUSH
MOUNT, FRONT PLATES
FASTEN PANEL TO WALL
WITH FOUR-3/8- CMU
BLOCK EXPANSION BOLTS
AND WASHERS. ALL TO
BE 316 STAINLESS STEEL
24" MIN
FRONT VIEW
i21" MIN.
FB3
Q�
TB FOR
PIG
®
z
cD
E)
In
RI—R9
❑❑❑
To
❑❑❑
21
0
MIN.
TB —HOT
FBI
I.I I.I
FB2
PT
II
GIRD
Em
NEUT.
BACKPLATE
24" MIN.
18
AL
0 0
PROVIDE TWO, EMPTY,
"SCHNEIDER" XAPE305, OR ALLOW BOX SWING
EQUAL, FLUSH MOUNT BOXES SPACE ON THIS
S.
X B" DEAD
SIDE OF CUT—OUT
ZIP —TIE LEADS INTO A FRONT CUTOUT TC
PIGTAIL. PROVIDE EXTRA I FOR THE LAMP
LEAD LENGTHS FOR PANEL AND SWITCH
FRONT TO SWING OPEN A BOX COVERS
MIN. OF 120' TO LEFT.
PROVIDE WOUND PIGTAIL Em
FLEXIBLE COVERING ® ®®®®®® Em
4 p p p ❑y^y I} Cy^pyC
PROVIDE .56" HIGH, "M—M "
SEALS", RUBBER EDGE ® om
TRIM WITH MULTIPLE GRIPS, SW1 LSW2 SW3 SW4
AH AROUND ENTIRE CUT—OUT IL1,ILz IL,,IL, ILE,ILB ILT,ILB,IL,
PROVIDE LATCH —IN ® ALL EQUIPMENT SHOMN HERE TO
—PLACE PANEL STOP DEMOUNTED TO REAR OF DEAD
m I FRONT AND PROJECT TIRU
® 120' OPENING 10 FRONT OF DEAD FRONT PANEL
LETTERING LEGEND
axmnw
s�IxN
�Nmrva
ON
N>
vE
ON."
npP
c
Yas
OCONTNtrLlxco
1.
YNO
110
AS
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1.
.1
OPP axlMax mP,wuMNO
O
UP
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LO
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eAS
O
NA
O
pvu
IRAg1E WNlppIpPPXFl
NO
PmreNl .v SOS nRueR
1.
NO
LETTERING NAMEPLATES SHALL BE LAMINATED PHENOLIC PLASTIC, BLACK
FRONT AND BACK WITH WHITE CORE LETTERING. SHALL BE ETCHED
THROUGH THE OUTER COVERING TO THE SIZES AND DESCRIPTIONS ABOVE
THE FINISHED PRODUCT SHALL BE WHRE ENGRAVED LETTERS ON BLACK
BACKGROUND. ATTACHALL PLATES WITH PERMANENT FIXATIVE ADHESIVE.
AH
SLIDE BAR TO LOCK BREAKER
IN THE "OFF" POSITION. LOCATE
ON APPROPRIATE BREAKER SIDE
DEAD FRONT VIEW
2" MIN. —I
AL
11111111
I
FL
LATCH
CONDUIT
_
EXITS
(IN FIELD)
CONDUIT _
ENTRANCE
(IN FIELD)
24"
MIN. /
ALARM
PAD
HORN
LOCK
TAB
am
\J
y1UIR91XTA
1. CONTROL CABINET SHALL BE CONSTRUCTED OF MINIMUM 14 GAUGE THICK TYPE 3M OR 316L STNNIESS STEEL SHEER, AND SHALL BE WATER HDOSTANT, NEMA
RATED 3R OR ALL SEAMS SHALL BE CONTINUOUSLY KELDED AND GROUND SMOOTH WITH NO UEAKS. BURRS OR CATCHES
2 CABINET SHALL HAVE A CONTINUOUS HINGED FRONT COVER VJ,TH A HINGES DEAD PROW, A RAISED SU&PMN AND AN INTERIOR DATA POCKET. A LAMINATED
COPY OF THE FINAL SCHEMATIC SHALL BE PROVIDED IN THE DATA POCKET.
3. EXTERIOR CABINET HARDWARE SHALL INCLUDE WALL MOUNTING BRACKETS:FAST-ACING DOOR CLAMPS: PADLOCK HASP& STAPLE: MANUFACTURED OF MATERAL
TO MATCH OR EXCEED THE CORROSION RECSTIMTY OF THE CABINET MATETAL
4. CABINET SWV1 HAVE MINIMUM EXTERIOR DIMENSIONS OF 2CH K 2f x 170 AND MAXIMUM DIMENSIONS OF 3PH i 3PW x 170. CABINET SHALL BE AS
MANVFACNRED BY'HOFFMAN OR APPROVED EQUAL
5. CONDUIT ENTRANCE AND EXITS SHALL BE LOCATED AND INSTALLED IN THE RELO. THOSE INDICATED ON THE MANS ARE APPROXXMATE ONLY.
S. CABINET SHALL. BE CONSTRUCTED PER NEC REQUIREMENTS AS A SERMCE ENTRANCE DEVICE PANELCOMPONENTS SWLL BE, AT MINIMUM, LL RECOGNRED.
T. GEODES MOUNTED ON THE FRONT AND DEADFROW PANELS SHALL BE SPEGFlCALLY DESIGNED FOR PANEL MOUWING THROUGH CUT-OUTS IN THE PANELS. THE
DEOCES SHALL PENETRATE FROM THE REAR OF THE PANEL THROWN PROPERLY SEED HOLES (ROUND OR RECTANGULAR) AND SUBSEQUENTLY FASTENED FROM
THE PANEL FRONT USING MANUFACTURER PROPOED FASTENERS.
B. WIRING CONNECTIONS SINLL BE MADE USING TERMINAL BLOCKS, NEUTRAL AND HOT TERMINAL BLOCKS SNAIL BE SEGUENRANI NUMBERED ON BOTH SIDES OF
THE BLOCK BARKER W ONLY THE SIGKALTERMINAL BLOCK SHALL HAVE ONE SIDE WHICH 15 NONSEQUEMIALLY NUMBERED THEW SIDE OFTHE SIGNALBLOCK
S1,011 HAVETHEVALVEACTUATOR PIN CONNECTION NUMBER IDENTIFIED.A WIVES INTHE PANELBETWEEN TERMINALBLOCKSANpgR DEMCES SHALLAWO BE
NUMBERED WT1 THE CORRECTLY ASSOCIATED TERMINAL BOX NUMBER PKOR TO CONNECTOR ALL MEW W RE ENDS SHALL BE IDENTIFIED AND NUMBERED W
ACCORDANCE YATI THE NUMBERING SCHEME AS THE VARIED LEAVE THE PANEL
9. WIRE RUNS BETWEEN TERMINAL BLOCKS ANDSOR CEOCES SHALL BE 00NTWOUS, UNSPUCED IENGTIS OF INSULATED WRE AS PREVIOUSLY NOTED.
10. THE ABOVE DESIGN IS BASED UPON THE ACCEPTABLE COMPONENT LEGEND, ANY PROPOSED ALTERNATES BY THE MANUFACTURER 5HALL FIRST BE DETERMINED TO
ME THE SPACE PROVDED AND PERFORM THE DESIGNED CONTROL CONCEPT. ONLY AFTER PROPOSED ALTERNATES HAVE BEEN CHECKED, SHALL THE
MANUFACTURERPROODE SHOP DRAWINGS:A WRNATESCHEMATCANDCQMPONENTLAVOU PFALTERECI;ANDPROPOSEDCOMFONEW'CU SHEET WTI THE
SPECIRC ITEM HIGHUGHIED ON ANY SUBMITTAL PAGE OONTNNNG MORE INFORMATION THAN THAT FOR JUST THE SUBMITTAL ITEM
11. SPARE PARTS AS NOTED IN THE ACCEPTABLE COMPONENT LEGEND SHALL BE HANDED OVER TO THE OWNER AT THE FINAL START-UP OF THE BPV CONTROLLER
PANEL
12 THE CONTROL CABINET MANUFACTURER SHALL PROOCE DIRECTLY TO THE OWNER A MINIMUM 5 YEAR WARRMPY FOR All NORKMANSHP AND A MINIMUM I YEAR
PRODUCTWARRANTY FOR All CONTROL CABINET COMPONENTS.
25.25"
MIN.
AN
ST. LUCIE COUNTY, FLORIDA
CARTER ASSOCIATES, INC.
Pao • 1170E
ST. LUCIE COUNTY PARKS, RECREATION & FACILITIES
SHEET
PARKS, RECREATION AND FACILITIES DEPARTMENT
- VIRGINIA AVENUE
."`"
CONSULTING ENGINEERS AND LAND SURVEYORS
DRAYm BY:
APPD. BY
PLOT
DIN
:SDS
are+b sn"cer9er
ROCK ROAD JAIL WATER SYSTEM
STORAGE TANK SYSTEM BY-PASS
^-7
MISYTEU
2000
170821 St STREET, VERO BEACH, FL 32960
l!
FT. PIERCE, FLORIDA, 34982
7 L:(n2)W241191 FAX on) jz-Tteo
STEYE D. SNOBERGER. PE
FLawOAUCENSENa.3Pb36 SIGNATURE GATE
MUENA
FEEN°N'E:
REF.s
:1sTaswM
BY-PASS VALVE CONTROLLER PANEL
O.
REVISION
DRI4@'i6ID FAR ET1I482-14H
— �� s�� ��
CARIEQ 0.SSGOWTES,IN. COA2W /LB AS
F.B.BPG.:
PSOS18Mk
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'Amnawta�awaz�(rmm+p. mr, mbL awoar m/.+W+xn crsr/ r.n
aW12N5£ M nS T.6TrwRx rM£wM mw rtE
��£ANd FWfI 0�1M'C�wRf u.9 ram% r.r46�S�YM4 AM♦
S. MLY. W �ro� wTi,m�iAw�i vas � �
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NO�IrE��R.T10 ¢mEARm'f6 Wr4iF.2rKK aTM1p iXE FW iIIE CWr.WCrW.
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vamlvc vAn�i o�mFmna mwRx9O�w.E A�W a F�M�aD�tl .ffi�fE �� m�F
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NOTES
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TYPICAL TRENCH DETAILS
M=1
VA a: •iu•i •Li •F
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05CKFILUNG REQUIREMENTS
M-2
WIFRW. uPvR4OES ARE REOUIREO FOR UIIUIY INSTALLATION$ IMT ME M
CLOSE FROVMRY TO S F WARR? (f'Orz pNI HUlpIM M I 0,
llp RM1 FLOOD FLAN MD A4F/S FIST OF U.S. WGHWAY I) AVO AS
OIRECIEO W THE ENGWEER.
t) TIIS PROJECT -mM Y IrK MT£ O.mera Ra aRML weWi w¢ axLta[
MS RmE4TW11�P2 IME P0.1 W2C4 W W6 I6MRD iAi W£ M9 MIMS
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MATERIAL PGRADE
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UDLITY CROSSING DETAIL
M-5
ST. LUCIE COUNTY, FLORIDA
CARTER ASSOCIATES,INC.
DAE
PRa.s :1s7oE
ST. LUCIE COUNTY PARKS, RECREATION & FACILITIES
SHEET
PARKS, RECREATION AND FACILITIES DEPARTMENT
CONSULTING ENGINEBRS AND LAND SURVEYORS
j1�70
DRAvm av:
APPD. ev :sos
aM
ROCK ROAD JAIL WATER SYSTEM
^-$
2000 VIRGINIA AVENUE
1708 21 s1 STREET, VERO BEACH, FL 32980
PLOTBY
Pl-0TW
aPre snoenoer
STORAGE TANK SYSTEM BY-PASS
\J U
FT. PIERCE, FLORIDA, 34982
TEL (n2) W24191 FA% (772) 562-7180
SIEVE O. SNoeGP E
SIGNATUREDAE
LE E.
R:
1sroS
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e�,A�,.a,
P.T
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m rmrtlarllo A. mrA,.
——Nl..Pr
FLORIDAcN�eF3e
�n n11
WATER MAIN CONSTRUCTION DETAILS AND NOTES
,
I PIPE
f[W EE ➢EiNES L
EIlLWG SEE V-I.
VA,TER MEN I LT UST BW➢ REWIRE➢
WUT ....
V.T. . ELEVATION
NOTES
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` r0 EIS 2�TI%i XO ftlE1Cl 03=CR W46E ME itOX T XXIq.
TE M41WF W�SIRE 9Nll IOI fLLl�B6W R PTaK-RYSIOE F9pT.
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). M➢ ixWEcivx el1xE on.RX ¢ acmm� auwE x[X uTurzz 1PF /.wsrzu.
FULL FLUSHING CONNECTION
Im..®w ♦.Xm w xXa' w
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TYRCAL G47E VANE &
VALVE BOX DETAIL
f1 Hi�w•'P�YC ]OCM
rt4 M,wwr
RaciEmaoduE savurcc Polrcr o 7mE Nr➢RaNr
arm
PgCIEM0.0CGL SIMWNG PoMO WRhF MAN
N.T.S.)
1fOlE'
BACTERIOLOGICAL 5 PLING PONIT
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CONFLICT MANHOLE
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ANCHORING REOUIREMENIS
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I) .W. 6Ytl0 MORH .WVX RGE AY➢ WHl9NVII JOMS 0.V MS %MIEL! A41f1
BE .q}iRVNE➢ USINC fPoXY CWi➢. YEIXN'Irl1 RE51PAWr OENCES fM
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ears ava nurs sxac eE rvGE .ire rrxrecs sTEQ
MECNANICAL JOINT RE57 W
ST. LUCIE COUNTY, FLORIDA
CARTERASSOCIATES, INC.
oA e
RRN.O :
�Mf118
ti7➢E
ST. LUCIE COUNTY PARKS, RECREATION &FACILITIES
SHEET
PARKS, RECREATION AND FACILITIES DEPARTMENT
>.
CDNSULTING ENGINEERS AND LAND SURVEYORS
OWINM BY:
APG'D sr :
0.1M
sos
ROCK ROAD JAIL WATER SYSTEM
2000 VIRGINIA AVENUE
1708 21 st STREET, VERO BEACH, FL 32960
PLOT RY :sm..
ssoe>ruXr
STORAGE TANK SYSTEM BY-PASS
C�9
FT. PIERCE, FLORIDA, 34982
Tel:(nz)ssz<tst PAx (rrz)sez-Tteo
sB UCINSCNi3ie P. sir ruTUREonte
FlE E:
REF.s :1s70&m
NO.
REVISION
eV
DAT
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WATER MAIN CONSTRUCTION DETAILS
957 CRUSHED STONE FOR INLET
BEDDING AND PIPE SUPPORT,
EXCEPTATCHECKVALVE
OPENING SIDE
FDOTTYPE'DPRECASTCONCRETE
INIETW/OBOTTOM,SCHEDUIEAI2.
INLET TO HAVE 2 COATS IS MIL O.F.T.
EACH) COAL TAR EPDXY ON INSIDE
ANDOUTSIDESURFACES.
W FLANGED ABOVE GRADE CHECK
VALVE. PER PROJECT SPECIFICATIONS
TBM- IRON' SERIES 21M WEDGE TYPE
MEGAFI-ANGE W/STAINLESS STEEL BOLTS
TYPICALATBOTHENDS
17 0 CUTOUT CENTERED ON PIPE CENTERUNE
W/ 12' DOGHOUSE CUTOUT FROM CIRCLE TO
BOTTOM OF THE BOX TYPICAL EACH LONG SIDE.
NOTES
L
LLLL
LLLLLLL
LLLLLLL
LLLLLLL
LLB
LL
LLLLLLL
LL
LLLLLLL
LLL
LLLLLLL
LL
LLL
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LLLLLLL
L
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LLLLLLLL
C 57 CRUSHED STONE FOR
INLET BOTTOM FOUNDATION
SWNG ARM ON THIS SIDE OF VALVE
HINGE SIDE
I
Y OA3T mom
�1 IN{ET CEN.F.hE
08' X 48' ALUMINUM ACCESS HATCH,
WUUDAY' PRODUCTS MODEL
S1R3548, WITH STANDARD FEATURES,
OR ENGINEER APPROVED EQUAL
CAST INTO TOP OF INLET AS SHOWN.
94 BARS @ 7• CENTERS (ALL FACES)
MINIMUM T CONCRETE COVER OVER STEEL
1. BOTTOMLESS INLET STRUCTURE SHALL BE CONSTRUCTED TO THE DIMENSIONS
AND THE ORIENTATION SHOWN IN THE DETAIL ABOVE.
2. EQUIPMENT SHALL BE PROVIDED AND INSTALLED IN THE LOCATIONS SHOWN IN
THE DETAIL ABOVE.
3. CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTION FOR THE CUT -IN
CHECK VALVE INSTALLATION.
4. ALL EQUIPMENT FASTENING HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.
5. SHOP DRAWINGS SHALL BE SUBMITTED AND ACCEPTED BY THE ENGINEER
PRIOR TO PROCUREMENT OR MANUFACTURING ANY COMPONENTS OF THE
BELOW GRADE CHECK VALVE INSTALLATION.
BELOW GRADE CHECK VALVE DETAIL
N.T.S.
ST. LUCIE COUNTY, FLORIDA
PARKS, RECREATION AND FACILITIES DEPARTMENT
2000 VIRGINIAAVENUE
FT. PIERCE, FLORIDA, 34982
ml4aznala FAI r Isad
PVC to NO Transition \J III
1-1/4' & 1" PVC Conduits
w/ 30" Min. Cover
1-1/4' & 1% 12' Radius NO Bends
--- CARTER ASSOCIATES, INC.
CONSULTING ENGINEERS AND LAND SURVEYORS
1708 21s1 STREET, VERO BEACH, FL 32960
TE , IT72) 552-4191 FAX (772) 562-7180
Waterproof
Galvanized
Post Top
Two. 27 Stainless Steel
U-Bolts and Hardware
1-1/4" & 3/4' "LiquidtighP Conduits
and W/P Glands from Be. to Actuator
1-1/4' & 1" CRC Conduits and
W/P Glands from Box to 30' Corer
2' Ground
Clamp
Bare Copper Bonding Cable, Rod
Clamp to G lv razed Post
y1/2'x 10' Copperclad
Ground Rod w/ Clomp
BY-PASS VALVE CONDUIT PULL BOX DETAIL
N.T.S.
#10 AWG copper ground from Actuator
body to 2' Ground Clamp on Post
12'x12"x6', NEMA 4, Ford., Cooled,
Phosphatized Steel Pull Box. Stainless
Steel Closing and Mounting Hardware.
./Bottom Conduit Cut -Outs as fell...:
• 1-1/4" & 1" (In)
w1-1/4' & 3/4' (Out)
Waterproof Conduit Glands
�1-1/4' & 3/4''Uquldtlght" Conduits
i2'x 7' Galvanized.
Sch. 40, Steel Pipe
�1-1/4' & 1' FMC Conduits W/two coats
of paint (aboveground). See sheet C-5 Notes
8"0 x 30'1 Concrete Encasement
FRONT NEW
DATE :07MI115 SHEET
PROJ.O : 1.70E ST. LUCIE COUNTY PARKS, RECREATION & FACILITIES
DRAWN BY: DJM ROCK ROAD JAIL WATER SYSTEM
PLCTBY :Save Snoter0er STORAGE TANK SYSTEM BY-PASS IV
FILENAME:
REF.P :1s7a Barg MISCELLANEOUS DETAILS
FB.&PG.:[lmel& 11