CITY OF WEST PALM BEACH CONTROL STRUCTURE NO. 3

LOCATION MAP

CITY OF WEST PALM BEACHCONTROL STRUCTURE NO. 3

AUTOMATION AND WATER QUALITYMONITORING EQUIPMENT

PROJECT NO. 41956109PALM BEACH COUNTY, FL

MARCH 2019

N.T.S.

REPRODUCTION:ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANSMAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THISMUST BE CONSIDERED WHEN OBTAINING SCALED DATA.

KEY WEST

ORLANDO

TAMPA

NAPLESMIAMI

JACKSONVILLEPENSACOLA

WESTPALM

BEACH

R

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.

NO. DATE BYCADD FILE:

FLORIDA L.B. NO. 48FLORIDA E.B. NO. 48

FLORIDA P.E. NO.

DATE

SEAL

F:\wpbg\wpbgculv\Cad\DWG\

PLO

T D

ATE:

Mar

05,

201

9 - 1

1:45

am

XR

EFS:

IMAG

ES: I

:\wpb

_\w

pb_c

ulv\

2016

0128

_Loc

atio

n Im

age.

png

F:\w

pbg\

wpb

gcul

v\C

ad\D

WG

\IMG

\CS2

AN

D 3

.JPG

..\

..\..\

..\_R

EF_D

ATA\

LOG

OS\

WPB

_\W

PB lo

go E

NG

INEE

RIN

G S

ERVI

CES

-AD

JUST

ED.jp

gXR

EFS:

CULVCS02_C0-1.dwg 5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, Fax 478-7248

BAR IS EQUAL TO ONE INCHON ORIGINAL DRAWING

ADJUST ALL SCALEDDIMENSIONS ACCORDINGLY

CONTROL STRUCTURE NO. 3AUTOMATION AND WATER QUALITY

MONITORING EQUIPMENTTHE CITY OF WEST PALM BEACH

PALM BEACH COUNTY, FL

MARCH 2019

WA040.00

42-41-36-13

C0-1

----MNFJPC

GGGAS SHOWN

JOHN P. CAIRNES74737

INDEX OF SHEETSSHEET NO. DESCRIPTIONC0-1 COVERC0-2 LOCATION MAP, NOTES, AND LEGENDC0-3 SITE ACCESSC1-1 PROJECT COMPONENT PLANC1-2 SITE PLANC3-1 SECTIONSC3-2 DIRECTIONAL DRILL PROFILE VIEWC4-1 CONTROLS COMPOUND ENLARGED VIEWC5-1 DETAILSC5-2 DETAILSWQ1-1 WATER QUALITY MONITORING - NOTES/LOCATION MAPWQ1-2 CONTROL STRUCTURE NO. 2 - WATER QUALITYWQ1-3 CONTROL STRUCTURE NO. 3 - WATER QUALITYS1-0 GENERAL NOTESS2-1 FOUNDATION PLANS2-2 TYPICAL DETAILSE1-1 OVERALL ELECTRICAL SITE PLANE1-2 CONTROLS COMPOUND ELECTRICAL PLANE1-3 GATE STRUCTURE ELECTRICAL PLANE1-4 ELECTRICAL RISER DIAGRAME1-5 ELECTRICAL DETAILS, SHEET 1E1-6 ELECTRICAL DETAILS, SHEET 2I1-1 I&C LEGENDI1-2 I&C ONELINEI1-3 I&C DETAILSI1-4 TYPICAL LOOP DIAGRAMSI1-5 NETWORK DIAGRAM

CS NO. 3 PROJECT LOCATIONSECTION 35&36, TOWNSHIP 42S., RANGE 41E.

S.R. 7/441

M-CANAL

NORTHLAKE BLVD

60TH ST N

M-CANAL

MAYOR:JERI MUOIO

COMMISSIONERS:DISTRICT #1 KELLY SHOAFDISTRICT #2 CORY NEERINGDISTRICT #3 PAULA RYANDISTRICT #4 KEITH A . JAMESDISTRICT #5 CHRISTINA LAMBERT

CITY ADMINISTRATOR:JEFFREY L. GREEN

ASSISTANT CITY ADMINISTRATOR:SCOTT KELLY, P.E.

SEMIN

OLE PR

ATT W

HITN

EY RD

110TH A

VE. N.

M-CANAL

S.R

.7 /

441

60TH ST N

IBIS MARSHLANDS

GRASSYWATERS

PRESERVECONTROL STRUCTURE NO. 3

PROJECT LOCATION

COMMUNICATIONSTOWER

CONSTRUCTION ACCESS

WPB GATE

SECONDARY CONSTRUCTIONACCESS FROM 60TH STREET(WITH WPB PERMISSION ONLY)

WPB GATE

MA

NG

O B

LVD

110T

H A

VE N

GRASSYWATERS

PRESERVE

PRIMARYCONSTRUCTION ACCESSFROM 60TH STREET(SEE SHEET C0-3) PROPOSED LOCATION

OF FPL CROSSING

110T

H A

VE N

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:45

am

XR

EFS:

IMAG

ES: .

.\..\.

.\..\_

REF

_DAT

A\PB

CO

\Aer

ials

\201

5\Ar

ea-E

.sid

f:\

_ref

_dat

a\pb

co\a

eria

ls\2

015\

Area

-NE.

sid

XREF

S:







MARCH 2019

WA040.00

42-41-36-13

C0-2

----MNFJPC

GGGAS SHOWN

LOCATION MAP, NOTES, AND LEGEND


1. ALL LOCATIONS AND ELEVATIONS SHOWN FOR EXISTING GRADESFOR SURFACE AND SUBSURFACE STRUCTURES, PIPING, ETC. AREBASED ON THE BEST AVAILABLE INFORMATION. WHILE EVERYATTEMPT HAS BEEN MADE TO PROVIDE ACCURATE DATA, THECONTRACTOR SHALL CONSIDER ALL LOCATIONS ANDELEVATIONS APPROXIMATE IN NATURE. PRIOR TO THE START OFCONSTRUCTION AND/OR ORDERING OF ANY MATERIALS ORFABRICATED ITEMS, THE CONTRACTOR SHALL CONFIRM THEEXACT LOCATIONS AND ELEVATIONS. IN ADDITION, THECONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER"STRUCTURES, UTILITIES, ETC.. NOT SHOWN ON THE DRAWINGSEXIST WITHIN THE AREA OF CONSTRUCTION. THE CONTRACTORSHALL PROVIDE AS-BUILT INFORMATION AND WRITTENNOTIFICATION OF ALL CONFLICTS WITH THE PROPOSEDCONSTRUCTION TO THE ENGINEER. THE CONTRACTOR SHALLNOT PROCEED WITH ANY WORK UNTIL ALL CONFLICTS HAVE BEENRESOLVED.

2. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES, UNLESSOTHERWISE NOTED. THE CONTRACTOR SHALL SLOPE FINISHEDGRADES UNIFORMLY BETWEEN OTHER FINISHED AND EXISTINGGRADES.

3. CONTRACTOR SHALL COORDINATE ALL ACCESS TO CITYPROPERTY WITH CITY STAFF. ACCESS IS PROVIDED FROM 60THSTREET, WEST OF STATE ROAD 7.

4. CONTRACTOR SHALL VERIFY DIMENSIONS WITH GATEMANUFACTURER'S SHOP DRAWINGS PRIOR TO ORDERINGACTUATORS FOR CONSTRUCTION.

5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BEREQUIRED TO SUBMIT A CONSTRUCTION SCHEDULE DEPICTINGEACH PHASE OF THE WORK.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FLOWCONVEYANCE THROUGH THE CITY'S M-CANAL DURING ALLPHASES OF CONSTRUCTION. NO MORE THAN ONE CULVERTSHALL BE TAKEN OUT OF SERVICE AT ANY GIVEN TIME. CLOSUREOF THE GATES SHALL BE COORDINATED WITH THE CITY AMINIMUM OF 48 HOURS ADVANCE.

7. WATER ELEVATIONS SHOWN ON THE DRAWINGS ARE FROM THEDATE OF SURVEY. WATER ELEVATIONS FLUCTUATE. NOCONTRACT ADJUSTMENT SHALL BE MADE IF WATER ELEVATIONSDO NOT MATCH THE ELEVATIONS SHOWN ON THE DRAWINGS.

8. WATER ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ONTHE ELEVATION FROM THE DATE OF THE SURVEY. NO CONTRACTPRICE ADJUSTMENT WILL BE MADE IF ACTUAL WATERELEVATIONS DO NOT CORRESPOND WITH THE ELEVATIONSSHOWN ON THE DRAWINGS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL,DISPOSAL, ABANDONMENT, CLEARING, GRUBBING ANDRELOCATIONS NECESSARY TO COMPLETE THE WORK WHETHERSHOWN ON THE DRAWINGS OR NOT. COORDINATE RELOCATIONSWITH THE NECESSARY UTILITY COMPANIES.

10. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BYACTIVITIES INVOLVING CONSTRUCTION, STAGING AREAS, ANDACCESS ROADS IN KIND. ALL DISTURBED AREAS NOT PAVEDWITHIN THE LIMITS OF CONSTRUCTION SHALL BE SODDED INKIND.

11. ALL BOLTS, NUTS, WASHER, ETC. AND MISCELLANEOUSHARDWARE SHALL BE 316 STAINLESS STEEL, UNLESS OTHERWISEINDICATED.

12. THE CONTRACTOR SHALL COORDINATE WITH THE NECESSARYUTILITY COMPANIES AND SUNSHINE STATE ONE CALL(800-432-4770) FOR ALL LOCATES A MINIMUM OF 72 HOURS PRIORTO COMMENCEMENT OF CONSTRUCTION.

13. CONTRACTOR TO PROVIDE BRASS DISK BENCHMARK ADJACENTTO EACH STILLING WELL AND ON THE TOP OF EACH GATE, WITHTHE DATUM STAMPED WITH THE AS BUILT ELEVATION. AS BUILTELEVATION IS TO BE PROVIDED BY A FLORIDA PROFESSIONALSURVEYOR AND MAPPER. BENCHMARKS LOCATED IN GRASSEDAREAS SHALL BE INSTALLED ON CONCRETE MONUMENTS.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYINGTEMPORARY FILL FOR THE CONSTRUCTION OF TEMPORARYEARTHEN BERMS AND/OR DIKES OR TEMPORARY SHEET PILINGAS PART OF THE MEANS AND METHODS TO CONSTRUCT THEPROJECT AND IS RESPONSIBLE FOR THE REMOVAL OF SAME ATTHE CONCLUSION OF THE PROJECT.

15. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THEFLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARDSPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,LATEST EDITION, AND FDOT DESIGN STANDARDS, LATEST EDITION(UNLESS SPECIFIED OTHERWISE). ALL FDOT INDEXES AREINCORPORATED AS PLAN REFERENCES HEREIN. CONTRACTOR ISRESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THELATEST EDITION OF FDOT INDEXES.

16. SOURCE AND DATE OF AERIAL PHOTOGRAPHY: PBC GIS DATED2015.

17. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THEFDEP GENERIC PERMIT FOR STORMWATER DISCHARGE FROMLARGE AND SMALL CONSTRUCTION SITES.

18. ALL WORK SHALL BE OPEN AND SUBJECT TO INSPECTION BYAUTHORIZED PERSONNEL OF THE CITY, INVOLVED UTILITYCOMPANIES, PROJECT ENGINEER, AND REGULATORY AGENCIES.

19. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THECONTRACTOR SHALL COMPLY WITH CHAPTER 556 OF THEFLORIDA STATUTES: THE UNDERGROUND FACILITY DAMAGEPREVENTION AND SAFETY ACT.

20. WHERE EXCAVATIONS TO A DEPTH IN EXCESS OF FIVE FEET (5')ARE REQUIRED, THE CONTRACTOR SHALL INCLUDE THEFOLLOWING INFORMATION IN THE BID:

A. REFERENCE TO THE TRENCH SAFETY STANDARDS THAT WILLBE IN EFFECT DURING THE PERIOD OF CONSTRUCTION OFTHE PROJECT.

B. WRITTEN ASSURANCES BY THE CONTRACTOR PERFORMINGTHE TRENCH EXCAVATION THAT SUCH CONTRACTOR WILLCOMPLY WITH THE FLORIDA TRENCH SAFETY ACT.

C. A SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCEWITH THE APPLICABLE TRENCH SAFETY STANDARDS.

23. ALL ORGANIC AND OTHER UNSUITABLE MATERIAL IN AREAS TO BEFILLED SHALL BE REMOVED AND REPLACED WITH SUITABLEMATERIAL IN ACCORDANCE WITH SOUND CONSTRUCTIONPRACTICES.

24. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITHCURRENT FDOT 600 SERIES STANDARDS AND THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES. CONTRACTOR IS TOPROVIDE A MAINTENANCE OF TRAFFIC PLAN TO THE CITY, PALMBEACH COUNTY, AND ALL APPLICABLE AGENCIES FOR REVIEWAND APPROVAL PRIOR TO COMMENCEMENT OF WORK.CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MOT PERMITPRIOR TO BEGINNING WORK.

25. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITSREQUIRED FOR CONSTRUCTION. CONTRACTOR MUST SUBMIT ADEWATERING & DRAINAGE PLAN TO SFWMD PRIOR TOCONSTRUCTION AND OBTAIN A DEWATERING PERMIT.

26. CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS TOCONTROL DUST AT ALL TIMES, WHETHER OR NOT THE SITE ISACTIVE, AT NIGHT TIME, ON WEEKENDS, OR ON HOLIDAYS.CONTRACTOR MUST ALSO NOT LET AIRBORNE DUST CROSSPROPERTY BOUNDARIES. CONTRACTOR SHALL WATER IFDIRECTED BY THE CITY AND/OR AT SUFFICIENT FREQUENCY,QUANTITY, AND DEPTH, INCLUDING PRE-SOAKING TO CONTROLDUST AND PREVENT OBJECTIONABLE BLOWING OR DRIFTING OFDUST, SAND, AND OTHER DEBRIS.

27. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS TAGGED BYA LICENSED FIRE EXTINGUISHER COMPANY WITH A MINIMUMRATING OF 2A:10BC. EXTINGUISHERS SHALL BE LOCATED SOTHAT THE TRAVEL DISTANCE TO AN EXTINGUISHER DOESN'TEXCEED 75 FEET.

28. CONTRACTOR SHALL PROVIDE AN ADDRESS VISIBLE FROM THEFRONT OF THE SECURITY ENCLOSURE WITH NUMBERS AT LEASTSIX-INCHES IN HEIGHT WITH AN ONE-INCH STROKE ANDCONTRASTING BACKGROUND. COORDINATE FINAL LOCATION OFTHE ADDRESS WITH THE CITY AND ENGINEER PRIOR TOINSTALLATION.

29. CONTRACTOR SHALL PROVIDE AN OUTDOOR PROJECT SIGNMADE OF WEATHER RESISTANT METAL. THE SIGN SHALL BE UPTO 18"X24" AND SHALL BE IN COLOR INCLUDING THE CITY'S LOGOAND THE NAME OF THE CONTROL STRUCTURE. SUBMIT SHOPDRAWING FOR APPROVAL PRIOR TO ORDERING THE SIGN.

30. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS,MATERIALS SHALL BE SELECTED FROM THE WEST PALM BEACHAPPROVED PRODUCTS LIST.

31. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS ANDDEVICES SUCH AS TURBIDITY CURTAINS, SILT FENCES, ANDFLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TOCOMPLY WITH THE STATE AND LOCAL WATER QUALITYSTANDARDS AND NATIONAL POLLUTION DISCHARGE ELIMINATIONSYSTEM (N.P.D.E.S.) REQUIREMENTS. AT A MINIMUMCONTRACTORS MEANS AND METHODS SHALL KEEP TURBIDITYLEVELS BELOW 29 NTU'S ABOVE BACKGROUND.

32. SEE WQ SHEETS FOR ADDITIONAL DETAIL AND SPECIFICATION ONWATER QUALITY MONITORING DEVICE TO BE INSTALLED ATCONTROL STRUCTURE NO. 2 AND NO. 3.

GENERAL NOTESSURVEY NOTES

BENCH MARK

BTM BOTTOM

CABLE TELEVISON

CENTERLINE

C.L.P. CONCRETE LIGHTPOLE

CONC CONCRETE

CONTROL POINT

C.P.P. CONCRETE POWERPOLE

CONTOUR ELEVATION

DESIGN GRADE

DIA. DIAMETER

E: EASTING

ELECTRIC

EL ELEVATION

EXISTING

FENCE

FPL FLORIDA POWERLIGHT

GPM GALLON PER MINUTE

I.D. INSIDE DIAMETER

INV INVERT

L.F. LINEAR FEET

M.O.T. MAINTENANCE OFTRAFFICE

NGVD NATIONAL GEODETICVERTICAL DATUM

N: NORTHING

OVERHEAD WIRE

PROPOSED SLOPE

R RADIUS

RCP REINFORCEDCONCRETE PIPE

FLOW ARROW

STR STRUCTURE

TOB TOP OF BANK

T.O.P. TOP OF PIPE

TOE TOE OF SLOPE

TOS TOE OF SLOPE

TYP TYPICAL

WM WATERMAIN

WATERMAINN:836903.41E:879844.21

8.5

x.xx

LEGEND

CONC. CONCRETE

D.E DRAINAGEEASEMENT

EOW EDGE OF WATER

O.R.B. OFFICIAL RECORDSBOOK

P.B. PLAT BOOK

P.B.C.R. PALM BEACHCOUNTY RECORDS

PG. PAGE

R/W RIGHT OF WAY

T.O.N. TOP OF NUT

T.O.B. TOP OF BANK

CIVIL DETAIL, CALL OUT SYMBOLS

CIVIL SECTION VIEW, CALL OUT SYMBOLS

DETAIL SECTIONNUMBER

SHEET WHERESECTION IS LOCATED

1. THE SURVEY DEPICTED HERON HAS BEEN CLASSIFIED AS ATOPOGRAPHIC SURVEY, AS DEFINED IN RULE 5J-17.050(10)(K) OFTHE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER472.027, FLORIDA STATUTES AS AMENDED.

2. THIS SURVEY HAS BEEN PREPARED IN THE OFFICE OF DENNIS J.LEAVY & ASSOCIATES, INC. LOCATED AT: 460 BUSINESS PARK WAY,SUITE B, ROYAL PALM BEACH, FLORIDA, WHOSE CERTIFICATE OFAUTHORIZATION NUMBER IS LB6599, AND THE CERTIFYINGSURVEYOR'S (DAVID A. BOWER) LICENSE NUMBER IS LS5888.

3. DENNIS J. LEAVY & ASSOCIATES, INC. MAKES NO REPRESENTATIONSOR GUARANTEES AS TO THE INFORMATION REFLECTED HERONPERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES,AGREEMENTS AND OTHER MATTERS, AND FURTHER, THIS SURVEYIS NOT INTENDED TO REFLECT SUCH MATTERS. SUCH INFORMATIONSHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGHAPPROPRIATE TITLE VERIFICATION. LANDS SHOWN HERON WERENOT ABSTRACTED FOR RIGHTS OF WAY AND/OR EASEMENTS OFRECORD.

4. DATE OF FIELD SURVEY: SEPTEMBER 30, 2015.

5. COORDINATES SHOWN HERON ARE BASED UPON THE NORTHAMERICAN DATUM OF 1983, ON THE 1990 ADJUSTMENT FOR THEFLORIDA TRANSVERS E MERCATOR- EAST ZONE.

6. THIS SURVEY LIES WITHIN SECTION 30, TOWNSHIP 47 SOUTH, RANGE42 EAST, PALM BEACH COUNTY, FLORIDA.

7. MEASUREMENTS SHOWN HEREON ARE EXPRESSED IN FEET ANDDECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED.

8. BENCHMARKS OF ORIGIN: PALM BEACH COUNTY BENCHMARKS"OCEANSIDE", AND "SEC COR 33/4, 34/3, T43, R41" WHOSE PUBLISHEDELEVATIONS ARE:18.736', AND 22.283' RESPECTIVELY (NATIONALGEODETIC VERTICAL DATUM1929).

9. ELEVATIONS REFERENCED HEREON ARE BASED ON THE NATIONALGEODETIC VERTICAL DATUM OF 1929 (NGVD 29). WV WATER VALVE

X 0.00EXISTINGELEVATION (NGVD)

SITE BENCHMARK

RIGHT-OF-WAY-LINE

SURVEY LEGEND

SYMBOL LEGEND

0G

RAP

HIC

SC

ALE

IN F

EET

150

300

450

600

CONTROL STRUCTURE NO. 3 LOCATION MAPN.T.S.

1020

EXISTING VEHICLE RESTRICTIONDEVICE TO BE REMOVED IN ITSENTIRETY

VEHICLE GATETO REMAIN

CHAIN LINK FENCETO REMAIN

SWING GATETO REMAIN

110T

H A

VE. N

.(P

RIM

AR

Y SI

TE A

CC

ESS)

M CANAL

M-CANAL BERM(PRIMARY SITE ACCESS)

1020

3040

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:46

am

XR

EFS:

IMAG

ES: .

.\..\.

.\..\_

REF

_DAT

A\PB

CO

\Aer

ials

\201

5\Ar

ea-E

.sid

f:\

_ref

_dat

a\pb

co\a

eria

ls\2

015\

Area

-NE.

sid

.\IM

G\W

est G

ate.

JPG

XREF

S:







MARCH 2019

WA040.00

42-41-36-13

C0-3

----MNFJPC

GGGAS SHOWN

SITE ACCESS


EXISTING VEHICLE RESTRICTIONDEVICE TO BE REMOVED IN ITSENTIRETY

EXISTING VAULT AND RACKTO REMAIN

EXISTING WATERSERVICE TO REMAIN

VEHICLE RESTRICTION DEVICE PHOTON.T.S.

3570

105

140

PROPOSED FPL PRIMARY CONDUITS SHALLBE INSTALLED 5' SOUTH OF THE NORTHM-CANAL RIGHT-OF-WAY LINE WITHINPROPOSED 10' FPL EASEMENT

PROPOSED DIRECTIONALDRILL UNDER M-CANAL(SEE SHEET C3-2 FORADDITIONAL DETAIL)

CONNECT TO FPL SERVICE(CONTRACTOR TO STAKE ANDFPL TO SET MIDLINE POLE)

PROPOSED CONTROLSCOMPOUND AND FPLTRANSFORMER

PROPOSED FPL PULL BOX(SEE ELECTRICAL DRAWINGS)

PROPOSED (2) 6" CONDUITS FOR FPLPRIMARY APPROXIMATELY 2,000'

(SEE ELECTRICAL DRAWINGS)

CO

MM

UN

ICA

TIO

NS

TOW

ERA

CC

ESS

DR

IVE

PROPOSED FLOWMETERS (4 TYP)

PROPOSED GATEACTUATORS ANDMODIFICATIONS (4 TYP)

PROPOSED 10'FPL EASEMENT(TYP)

PROPOSED 10' FPL EASEMENTABUTS NORTH PROPERTYLINE (TYP)

NORTH LINE OF M-CANALRIGHT-OF-WAY

PROPOSED STILLING WELL NO. 1AND TURNKEY SYSTEM WATER

MONITORING SYSTEM

PROPOSED STILLINGWELL NO. 2

PROPOSED FPL PAD MOUNTEDTRANSFORMER

PROPOSED UNDERGROUND CONDUIT(SEE ELECTRICAL DRAWINGS)

END OF EXISTINGFPL POLE LINE

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:46

am

XR

EFS:

.\C

3D\c

ulvc

s02_

bm01

.dw

g .

.\..\.

.\..\w

pb_\

wpb

_ret

m\C

ad\d

wg\

REF

R\E

lect

rical

Pla

ns.d

wg

..\.

.\TR

ANS\

INC

OM

ING

\201

6022

4_C

WEN

G\0

1 el

ectri

cal s

ite p

lans

.dw

g K

:\wpb

g\w

pbgc

ulv\

DW

G\C

3D\C

ULV

CS0

2_EX

01.d

wg

IM

AGES

: ..\.

.\..\.

.\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

..\..\

..\..\

_ref

_dat

a\pb

co\a

eria

ls\2

015\

Area

-NE.

sid

XREF

S: c

ulvc

s02_

bm01

.dw

g E

lect

rical

Pla

ns.d

wg

01

elec

trica

l site

pla

ns.d

wg

CU

LVC

S02_

EX01

.dw

g







MARCH 2019

WA040.00

42-41-36-13

C1-1

----MNFJPC

GGGAS SHOWN

PROJECT COMPONENT PLAN


NOTE:CONTRACTOR SHALL FIELD STAKEPROPOSED FPL POLE LOCATION AND THEPROPOSED 10' FPL EASEMENT AT A MINIMUM100' INTERVAL PRIOR TO INSTALLINGCONDUIT WITHIN THE PROPOSED EASEMENT.

TEMPORARY FLOATINGTURBIDITY BARRIERS

STILLING WELL NO. 1N:884885.37E:917309.92 REMOVE GEAR HEAD AND STEM,

REPLACE WITH COMPATIBLE STEMAND ELECTRIC ACTUATOR (4 TYP.)

STILLING WELL NO. 2N:884836.32E:917344.91

TEMPORARYSILT FENCE

1C5-1

1C5-1

TEMPORARY FLOATINGTURBIDITY BARRIERS

INSTALL FLOW METER IN84" RCP PIPE (4 TYP.)

CONTROLS COMPOUNDSEE ENLARGED VIEW AND

GRADING

FPL PRIMARY POWER FROM WEST,(SEE ELECTRICAL DRAWINGS)

1C3-1

2C3-1

GRAVEL DRIVE3

C5-1

1C4-1

PROPOSED PULL BOXN:885021.92E:917283.83

SEE SHEET C1-1 FOR PROPOSED 10' FPL EASEMENT,PROPOSED 10' FPL EASEMENT ABUTS NORTHPROPERTY LINE (TYP)

STAFF GAUGENO. 2

STAFF GAUGENO. 1

5C5-2

5C5-2

WATER QUALITY MONITORING "TURNKEYSYSTEMS" (SEE SHEET WQ1-3)

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:47

am

XR

EFS:

K:\w

pbg\

wpb

gcul

v\D

WG

\C3D

\CU

LVC

S02_

BM01

.dw

g K

:\wpb

g\w

pbgc

ulv\

DW

G\C

3D\C

ULV

CS0

2_M

D01

.dw

g .

.\..\T

RAN

S\IN

CO

MIN

G\2

0160

224_

CW

ENG

\01

elec

trica

l site

pla

ns.d

wg

IM

AGES

: ..\.

.\..\.

.\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

f:\_r

ef_d

ata\

pbco

\aer

ials

\201

5\Ar

ea-N

E.si

d I

:\REF

_DAT

A\PB

CO

\201

5\Ar

ea-E

.sid

I:\

REF

_DAT

A\PB

CO

\201

5\Ar

ea-N

E.si

dXR

EFS:

CU

LVC

S02_

BM01

.dw

g C

ULV

CS0

2_M

D01

.dw

g 0

1 el

ectri

cal s

ite p

lans

.dw

g







MARCH 2019

WA040.00

42-41-36-13

C1-2

----MNFJPC

GGGAS SHOWN

SITE PLAN


0G

RAP

HIC

SC

ALE

IN F

EET

1020

3040

INSTALL FLOW METER 15' INTO PIPE(SHOWN IN SECTION SET BACK ONLY 5' FOR CLARITY

CONTRACTOR SHALL CONFIRM DIMENSIONWITH FLOW METER MANUFACTURER)

316 S.S. NEMA 4X PULL BOXCONDUIT FROM RTU(SEE ELECTRICALSHEETS)

RIGID CONDUIT WITHSTAINLESS STEELMOUNTING BRACKETS

CONTRACTOR CUSTOMFABRICATED AND INTALLED 84"

DIAMETER FULL CIRCUMFERENCE,6" WIDE, 316 STAINLESS STEEL PIPE

MOUNTING RING TO SECURE ANDPROTECT FLOW METER AND FLOW

METER CABLE (SUBMIT SHOP DRAWING)

SONTEK-IQ PIPE FLOW METER WITHMOUNTING BRACKET INSTALLED

PER MANUFACTURER'SRECOMMENDATIONS

FLOW METER CABLEIN CONDUIT

6" CORE IN HEADWALL, INSTALLCONDUIT INTO JUNCTION BOX,

FILL ANNULAR SPACE WITHNON-SHRINK GROUT

WIRE SHALL BECONTINUOUS FROMFLOW METER TOTERMINATION WITHNO SPLICES

INSTALL PIPE MOUNTINGRING MINIMUM 12" FROMVISIBLE JOINT

INSTALL DISCONNECT SWITCH AT THENORTH SIDE OF EACH GATE FRAME

(4 TYP) (SEE ELECTRICAL DRAWINGS)

MODIFY EXISTING GATE AS NECESSARYTO ACCEPT NEW STEM

ELECTRIC GATE ACTUATOR NOTES:1. PRIOR TO ORDERING MATERIALS, CONTRACTOR SHALL

COORDINATE WITH THE ACTUATOR, STEM, AND GATEMANUFACTURER TO CONFIRM COMPATIBILITY OF ALLCOMPONENTS.

2. CONTRACTOR SHALL PROVIDE THE SERVICES OF THEMANUFACTURER'S REPRESENTATIVE FOR INITIAL EVALUATIONTRIP/START-UP/TRAINING/INTEGRATION ASSISTANCEINCLUDING:

A. EVALUATION TRIP TO OBTAIN PROPER MEASUREMENTS,VALVE DATE, PHYSICAL-TORQ/THRUST MEASUREMENTS, ETC

B. START UP AND TRAINING AND INTEGRATION ASSISTANCEUNTIL COMPLETED.

3. GATE ACTUATOR SHALL BE ROTORK IQ3 SERIES WITH SIDEHAND WHEELS MANUFACTURED BY ROTORK AND SHALL HAVESUFFICIENT CAPACITY TO RAISE OR LOWER THE GATESTRUCTURE AT A SPEED OF 9 TO 15 INCHES PER MINUTEAGAINST A 15' OPERATING HEAD (MINIMUM 1 HP) SEEELECTRICAL DRAWINGS FOR VOLTAGE.

4. PROVIDE 4 RHS REMOTE HAND STATIONS.5. GATE ACTUATOR GEAR SHALL HAVE A SELF LOCKING

MECHANISM.6. GATE ACTUATOR SHALL BE OPERABLE BY ELECTRIC POWER,

BY DRILL AND BY HAND WHEEL. HAND WHEEL SHALL BE (15").7. GATE ACTUATOR SHALL BE MOUNTED TO TOP OF GATE FRAME.8. SUBMIT SHOP DRAWINGS FOR GATE ACTUATOR AND ALL

APPURTENANCES.9. ACTUATOR SHALL BE FILLED WITH ENVIRONMENTALLY

FRIENDLY OIL APPROVED BY THE MANUFACTURER.10. SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

INSTALL NEW STEM AND CLEARPLASTIC STEM COVER WITH

POSITION GAUGE

REMOVE EXISTING GEAR HEAD AND GATE STEM,INSTALL NEW 2.25" DIA. X 9'-1 1/4" LONG STEM ANDMOUNT ACTUATOR TO TOP OF EXISTING GATEFRAME. STEM SHALL BE COMPATIBLE WITHACTUATOR. (FIELD VERIFY STEM LENGTH)

REMOVE AND REPLACE EXISTING GATEGASKETS (REUSE FRAME AND GATE)

MODIFY FRAME TO ACCEPT ACTUATOR PERMANUFACTURER'S RECOMMENDATIONS

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:47

am

XR

EFS:

.\C

3D\c

ulvc

s02_

bm01

.dw

g

IMAG

ES:

XREF

S: c

ulvc

s02_

bm01

.dw

g







MARCH 2019

WA040.00

42-41-36-13

C3-1

----MNFJPC

GGGAS SHOWN

SECTIONS


TYPICAL FLOW METER SECTIONLOOKING NORTH TYPICAL UPPER GATE SECTION

LOOKING NORTH

0GRAPHIC SCALE IN FEET

.5 1 1.5 20GRAPHIC SCALE IN FEET

.5 1 1.5 2

APPROXIMATE LIMITS OF M-CANAL10' MIN COVER

-5

0

5

10

15

20

25

30

-5

0

5

10

15

20

25

30

100+00 100+50 101+00 101+50 102+00 102+50 103+00

250' M-CANAL RIGHT-OF-WAY

PROPOSED (2) 6" FPL PRIMARYDIRECTIONAL DRILL UNDERM-CANAL

PROPOSEDHDD ENTRY

PROPOSEDHDD EXIT

10' M

INB

UR

Y D

EPTH

SCALEHORIZONTAL: 1" = 20'VERTICAL: 1" =10'

PROPOSEDPULL BOX

PROPOSEDPULL BOX

FOLLOWING DIRECTIONALDRILL, TURN UP CONDUITS

INTO PULL BOX

FOLLOWING DIRECTIONALDRILL, TURN UP CONDUITS

INTO PULL BOX

NOTE:1. CONTRACTOR SHALL PROVIDE TEMPORARY FILL AS

NECESSARY TO PROVIDE A STABLE WORK PAD FOR THEHDD, TEMPORARY FILL SHALL BE REMOVED FOLLOWINGCONSTRUCTION AND GRADES RESTORED

2. DISTURBED AREA SHALL BE SODDED3. CONTRACTOR SHALL FIELD STAKE PROPOSED FPL POLE

LOCATION AND THE PROPOSED 10' FPL EASEMENT AT AMINIMUM 100' INTERVAL PRIOR TO INSTALLING CONDUITWITHIN THE PROPOSED EASEMENT

4. FPL TO FURNISH CONDUITS AND PULL BOXES TO BEINSTALLED BY CONTRACTOR

5. FPL TO INSTALL NEW POLE

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:47

am

XR

EFS:

.\C

3D\c

ulvc

s02_

bm01

.dw

g .

\C3D

\CU

LVC

S02_

EX01

.dw

g .

\C3D

\CU

LVC

S02_

MD

01.d

wg

f:\w

pbg\

wpb

gcul

v\ca

d\D

WG

\C3D

\CU

LVC

S02_

PR01

.dw

g .

.\..\T

RAN

S\IN

CO

MIN

G\2

0160

224_

CW

ENG

\01

elec

trica

l site

pla

ns.d

wg

IM

AGES

: ..\.

.\..\.

.\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

f:\_r

ef_d

ata\

pbco

\aer

ials

\201

5\Ar

ea-N

E.si

d F

:\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

F:\_

REF

_DAT

A\PB

CO

\Aer

ials

\201

5\Ar

ea-N

E.si

dXR

EFS:

cul

vcs0

2_bm

01.d

wg

CU

LVC

S02_

EX01

.dw

g C

ULV

CS0

2_M

D01

.dw

g C

ULV

CS0

2_PR

01.d

wg

01

elec

trica

l site

pla

ns.d

wg







MARCH 2019

WA040.00

42-41-36-13

C3-2

----MNFJPC

GGGAS SHOWN

DIRECTIONAL DRILL PROFILE VIEW


TRANSITION FROM10:1 TO 4:1 SLOPE

10:1

MA

XSL

OPE

4:1

MA

XSL

OPE

4:1 MAXSLOPE

4:1 MAXSLOPE

TRANSITION FROM10:1 TO 4:1 SLOPE

TOP OF SLOPE(TYP)

R2'

R2' R2'

N:884978.75E:917289.41

N:884978.43E:917306.40

N:884966.43E:917306.18

N:884966.75E:917289.18

10:1 MAXSLOPE

(SEE ELECTRICAL DRAWINGSFOR ADDITIONAL DETAIL)

CONNECT TO EXISTINGGRADE (TYP)

N:884979.71E:917273.73EL:22.0

N:884981.67E:917275.77EL:22.0

N:884966.10E:917273.50EL:22.0

N:884964.34E:917275.44EL:22.0

N:884963.75E:917306.80EL:22.0

N:884965.72E:917308.83EL:22.0

N:884979.05E:917309.08EL:22.0

N:884981.09E:917307.12EL:22.0

EDGE OF VEGETATION

8' SECURITYWALL

8" GRAVEL AREAEL. 22.1

3C5-1

1S2-1

R2'

GRAVELDRIVE

3C5-1

N:884957.47E:917279.55

N:884957.32E:917314.83

4:1

MA

XSL

OPE

15'2'

(TYP)

SILT FENCE(TYP)

SILT FENCE(TYP)

SILT FENCE(TYP)

TRANSITION GRAVELTO EXISTING DIRTROAD (TYP)

10' SECURITYDOUBLE SWINGGATE (SEE NOTE)

GATE NOTE:

1. 10' FIXED LOUVER GALVANIZED STEEL SECURITYDOUBLE SWING GATE 7.5' TALL WITH POWDERCOATED FINISH COLOR PER OWNER,PADLOCKABLE SLIDE BOLT, AND 100% SCREENING.

2. MANUFACTURED BY AMETCO MANUFACTURINGCORPORATION OR APPROVED EQUAL.

3. CUSTOM FABRICATE ATTACHMENT TO SECURITYWALL PER MANUFACTURE'S RECOMMENDATIONWITH STAINLESS STEEL HARDWARE.

SOD(TYP)

SOD(TYP)

FPL TRANSFORMER, INSTALL CENTERED IN THEEASEMENT WITH FRONT OPENING NORTH INTO

THE EASEMENT (CONTRACTOR TO STAKEEASEMENT PRIOR TO INSTALLATION)

4' T

O T

OB

5.5' TO WALL5.5' TO TOB(3' CLEAR)(3' CLEAR)

(8' C

LEAR

)

PROPOSED 10' FPLEASEMENT (TYP)

PROPOSED 10' FPLEASEMENT (TYP)

PROPOSED (2) 6" FPLCONDUITS

PROPOSED DATACOLLECTION PLATFORMENCLOSURE (SEE WQ1-3)3'

CLE

AR

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

:36p

m

XR

EFS:

.\C

3D\c

ulvc

s02_

bm01

.dw

g K

:\wpb

_\w

pb_r

etm

\dw

g\R

EFR

\Ele

ctric

al P

lans

.dw

g .

\C3D

\CU

LVC

S02_

MD

01.d

wg

..\.

.\TR

ANS\

INC

OM

ING

\201

6022

4_C

WEN

G\0

1 el

ectri

cal s

ite p

lans

.dw

g

IMAG

ES: F

:\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

F:\_

REF

_DAT

A\PB

CO

\Aer

ials

\201

5\Ar

ea-N

E.si

dXR

EFS:

cul

vcs0

2_bm

01.d

wg

Ele

ctric

al P

lans

.dw

g C

ULV

CS0

2_M

D01

.dw

g 0

1 el

ectri

cal s

ite p

lans

.dw

g







MARCH 2019

WA040.00

42-41-36-13

C4-1

----MNFJPC

GGGAS SHOWN

CONTROLS COMPOUND ENLARGED VIEW


CONTROLS AND COMPOUND ENLARGED VIEWN.T.S.

1/4" ALUMINUM RING

1/4" ALUMINUM BARS STOCK

CORRUGATEDALUMINUM PIPESTILLING WELL

1/4" Ø SS BOLT

1/4" Ø SS BOLT 6" O.C. AROUND THECIRCUMFERENCE OF PIPE

1/4" Ø ALUMINUM BAR STOCK 3"O.C. WELDED VERTICALLY TO

ALUMINUM RING

STILLING WELL PIPE

GENERAL NOTES:1. ALL HARDWARE SHALL BE TYPE 316 STAINLESS STEEL.2. SUBMIT SHOP DRAWINGS FOR STILLING WELL AND ALL APPURTENANCES.3. CONTRACTOR SHALL INSTALL A 3" BRASS DISK BENCHMARK ON TOP OF A CONCRETE MONUMENT WITHIN 2

FEET OF EACH STILLING WELL WITH ELEVATION AND DATUM CLEARLY LABELED.4. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF LEVEL TRANSDUCER.5. SEE ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION.6. FOR STILLING WELL LOCATIONS, SEE PLAN SHEETS.7. ALL ALUMINUM IN CONTACT WITH CONCRETE SHALL HAVE 2 COATS OF BITUMINOUS PAINT.

1'-6"x6"x1/4" PLATE CONTINUOUSWELD TO ANCHOR WITH ANGLES AT SIDES

CONDUIT(SEE ELECTRICALSHEETS)

LEVEL TRANSDUCER MOUNTEDTO ASDFK PER MANUFACTURERSRECOMMENDATIONS

(1) ON EACH SIDE 2"x2"x1/4"x6" LONGALUMINUM ANGLE ATTACHED TO ALUMINUMPIPE WITH THREE (2) 3/8" BOLTS @ (TYP), USERUBBER OR PLASTIC WASHERS TO AVOIDMETAL TO METAL CONTACT

SEE

NO

TEN

O. 2

SEENOTEN0.7

PIPE/CONDUIT

O.D.

SEENOTENO. 7

"W"

12"

"C"

(CO

VER

) 30"

MIN

UN

LESS

OTH

ERW

ISE

NO

TED

SEE NOTE NO. 3

6" L

IFTS

SEE

NO

TEN

0. 6

SEE

NO

TEN

O. 1

LIM

IT F

OR

MAC

HIN

EEX

CAV

ATIO

N

"W + 3C" (MAXIMUM, SEE NOTE NO. 4)

NOTES:

1. IF THE TRENCH IS LOCATED UNDER ASPHALT PAVEMENT, THE TRENCH IS TO BE BACKFILLED WITH CLEANGRANULAR MATERIAL, IN 6" LAYERS (MAXIMUM), COMPACTED TO 100% MAXIMUM DENSITY PER A.A.S.H.T.O. T-99METHOD C SPECIFICATIONS. IF THE TRENCH IS LOCATED OUTSIDE OF PAVEMENT AREAS, THE TRENCH IS TO BEBACKFILLED WITH CLEAN GRANULAR MATERIAL IN 12" LAYERS (MAXIMUM), AND COMPACTED TO 100% MAXIMUMDENSITY PER A.A.S.H.T.O. T-99 SPECIFICATION, METHOD C.

2. FILL MATERIAL TO BE PLACED MANUALLY UP TO THE SPRING LINE OF THE PIPE AND COMPACTED BY HANDPRIOR TO ADDING ADDITIONAL MATERIAL.

3. AS AN ALTERNATE TO HAND SHAPING LOWER QUADRANT, CONTRACTOR MAY OVER EXCAVATE THE TRENCHAND BACKFILL WITH 4" OF 3/4" GRAVEL AS SHOWN.

4. IF "W+3C" EXCEEDS 12 FEET, THE TRENCH SHALL BE SHEETED AND BRACED OR OTHERWISE LIMITED TO NOTGREATER THAN 12 FEET.

5. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL SAFETY STANDARDS FOR TRENCHING WIDTHS CONSIDERINGO.S.H.A STANDARDS FOR SOIL TYPES, TRENCH WIDTHS, ANGLE OF REPOSE, ETC. IN ORDER TO PROPERLYPROTECT HIS EMPLOYEES.

6. IF USING PVC PIPE, COMPACT MATERIAL UP TO 12" ABOVE PIPE BY HAND. IF USING D.I. PIPE COMPACTMATERIAL BY HAND UP TO TOP OF PIPE AND COMPACT REMAINING 12" TO 95% MAXIMUM DENSITY PERA.A.S.H.T.O. T-99 METHOD C SPECIFICATIONS.

7. 12" MIN OR OUTSIDE PIPE DIAMETER DIVIDED BY 2 WHICHEVER IS GREATER.

SELECT GRANULAR MATERIAL,SEE NOTE NO. 1

EXIST. GROUND OR BOTTOM OF STABILIZEDMATERIAL, SEE NOTE NO. 1

HAND-SHAPE LOWERQUADRANT

3/4" GRAVEL

6"6"

8" GRAVEL (57 STONE) WITH FILTER FABRIC

GEOTEXTILE FABRIC BETWEENGRAVEL AND SUBGRADE

NOTE:EXTEND COMPACTED SUBGRADE 6" BEYOND GRAVEL

EL 12.0

EL 24.5

PROVIDE TRASH SCREENAT END OF PIPE, (SUBMIT

SHOP DRAWING)

CONTINUOUS ELECTRONIC CABLESSEALED WITH DUCT SEAL

COMPOUND AT CONTROL PANELAND AT CONDUIT OUTLET (RIGID

CONDUIT) WITH MOUNTING BRACETSULTRASONIC LEVEL TRANSDUCERCENTERED AND MOUNTED TOALUMINUM BRACKET (SUBMITSHOP DRAWING)

STILLING WELL PIPE SUPPORTEVERY 5' MINIMUM 3 REQUIRED

(SUBMIT SHOP DRAWING)

EXISTING TOP OFHEADWALL EL 22.2±

STILLING WELL NO. 1 AND NO. 2N.T.S.

SECTION VIEW

STILLING WELL LOCATION(SEE PLAN SHEETS)

REMOVABLE 3/8" AL PLATE MOUNTINGBRACKET SECURED TO STILLINGWELL COVER

CONTROL ELEVATION

18" Ø CORRUGATEDALUMINUM PIPE FORSTILLING WELL

EXISTING CONCRETEHEADWALL

EXISTING CONCRETEHEADWALL

GRAVEL DRIVEN.T.S.

TRENCHING BACKFILLN.T.S.

FILTER FABRIC(TYP)

3/8" PLATEWELD

WELD

ALUMINUM 3/8" PLATEROLLED AND WELD

WELD

WELD

WELD

HINGE ON OUTSIDE OFALUMINUM HOUSING

S.S. HARDWAREFOR HINGE

CHAIN TO LIMIT LID FROMOPENING BEYOND HINGE LIMIT

AND BREAKING WELD

BOLT AND WASHER

ALUMINUM PLATELOCKING DEVICE

BOLTS AND WASHERS(MIN. 4)

HOLE FOR LOCK

STILLING WELL TOP DETAIL

TRASH SCREEN

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:47

am

XR

EFS:

IMAG

ES:

XREF

S:







MARCH 2019

WA040.00

42-41-36-13

C5-1

----MNFJPC

GGGAS SHOWN

DETAILS


D2

D2

D1

D1

D1 = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS).D2 = 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5').

CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10'. TWO (2)PANELS TO BE USED FOR DEPTHS GREATER THAN 10'. UNLESSSPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN THEPLANS OR AS DETERMINED BY THE ENGINEER.

SLOTTED PVC CONNECTOR PIPE(METAL COLLAR REINFORCED)

CLOSED CELL SOLID PLASTIC FOAM FLOATATION(8" DIA. EQUIV.) (17 LBS. PER FT. BUOYANCY)

CLOSED CELL SOLID PLASTIC FOAM FLOATATION(6" DIA. EQUIV.) (12 LBS. PER FT. BUOYANCY)

5/16" VINYL SHEATHED EAW STEEL CABLE (9800LBS. BREAKING STRENGTH) WITH GALVANIZED

CONNECTORS (TOOL FREE DISCONNECT)

STRESS PLATE18 OZ. NYLON REINFORCEDPVC FABRIC (300psi TEST)

5/8" POLYPRO ROPE(600 LBS. BREAKING STRENGTH)

18 OZ. NYLON REINFORCEDPVC FABRIC (300psi TEST)WITH LACING GROMMETS

5/16" GALVANIZED CHAIN

1/4" GALVANIZED CHAINNOTE:NPDES CONTROL DEVICES SHOWN ON THE PLANS ARE THE MINIMUMREQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO MEET ALL NPDESREQUIREMENTS.

NOTICE:COMPONENTS OD TYPES I AND II MAY BE SIMILAR OR IDENTICAL TOPROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARYRIGHTS OR THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THEUSER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS APPROVED BYTHE ENGINEER.FLOW (SLOPE)

RIGID OAK STAKES

DRAW CORD

1. FILTER FABRIC FENCE TO BE FASTENED SECURELY TO FENCEPOSTS WITH WIRE TIES OR STAPLES.

2. FILTER CLOTH TO BE FASTENED SECURELY TO POSTS WITH TIESSPACED EVERY 24 INCHES AT TOP AND MID-SECTION.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEYSHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.

4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALREMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE OR DEPTHOF ACCUMULATED SEDIMENT REACHES 6 INCHES.

5. SILT FENCE SHALL BE INSTALLED PER MANUFACTURE'SSPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION ANDSHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE.

6. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCEAFTER EACH RAIN EVENT AND REMOVE SEDIMENT WHENNECESSARY.

7. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILLNOT CONTRIBUTE SEDIMENT OFFSITE AND CAN BE PERMANENTLYSTABILIZED.

8. THE SILT FENCE SHALL BE PLACED ON SLOPE CONTOUR TOMAXIMIZE ITS PONDING EFFICIENCY.

9. IF DITCH LEVEL IS DEEPER THAN 30", THEN A FLOATING SILT SCREENSHALL BE USED.

10. NPDES CONTROL DEVICES SHOWN ON THE PLANS ARE THE MINIMUMREQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO MEET ALLNPDES REQUIREMENTS.

11. COMPLY WITH FDOT DESIGN STANDARDS OF JAN. 2004 INDEX # 102.

EMBED FILTER CLOTHMIN 4" INTO GROUND

OPTIONAL STRAW BALEBARRIER WHERE INDICATED

POSTS: STEEL, EITHER "T" OR"U" TYPE OR 2" HARDWOOD

FILTER FABRIC: PER FDOTSTANDARD SPECIFICATIONPER FDOT INDEX 102

PREFABRICATED UNIT:GEOFAB, ENVIROFENCE, ORAPPROVED EQUAL

UNDISTURBED GROUND

20" M

IN16

" MIN

42"

POLYPROPYLENEFILTER FABRIC

DOUBLE-STITCHEDHEM

HEAVY DUTYREINFORCING

HARDWOOD POSTS

RECOMMENDED TOE-IN

COMPACTEDBACKFILL

FILTER FABRIC

36" MINFENCE POST

SILT FENCEN.T.S.

FLOATING TURBIDITY BARRIERN.T.S.

FLOW METER CABLESECURED AROUND

MOUNTING BRACKETCUSTOM FABRICATED BY

CONTRACTOR

EXISTING 84"RCP PIPE 84" DIAMETER, 6" WIDE 316

STAINLESS STEEL RING MOUNTINGBRACKET SHALL INCLUDEPROVISION TO PROTECT/SECURECABLE WITH 316 STAINLESS STEELCONDUIT, CUSTOM FABRICATED BYTHE CONTRACTOR(SUBMIT SHOP DRAWING)

SONTEK-IQ FLOW METER ONMOUNTING BRACKET,

INSTALLED PERMANUFACTURER'S

RECOMMENDATIONS

ELEVATION VIEW OF SS MOUNTING BRACKET WITH FLOW METER CABLEN.T.S.

ISOMETRIC VIEW OF FLOW METER SS MOUNTING BRACKETN.T.S.

316 STAINLESS STEELMOUNTING BRACKET TO BECUSTOM FABRICATED BY THECONTRACTOR(SUBMIT SHOP DRAWING)

FLOW METER CABLESECURED AROUND

MOUNTING BRACKETCUSTOM FABRICATED BY

CONTRACTOR

22

21

20

19

18

17

16

15

14

5" X 8-1/2" ROUTED HDPE DATUM SIGNPANEL - 2" SERIES B LETTERS WITH RED

AND WHITE COLOR CORE MATERIALWITH RED BOARDER. ALSO SEE

GENERAL NOTE 7

DATUM HEIGHT OFFSET ROUTED INSTAFF GAUGE BOARD - 1" SERIES BLETTERS

MANUFACTURER TO ROUTE 2"SERIES E NUMBERS IN BOARD

FROM EL. 22 TO EL. 12

CONCRETE PILE

TANGENT TECHNOLOGIES, LLC - POLYFORCE -COLOR EXTRUDED STRUCTURAL RECYCLEDPLASTIC LUMBER 2" X 10" WHITE SKIN OVERBLACK CORE TOP STAFF GAUGE BOARD ORDISTRICT APPROVED EQUAL

ROUT HASH MARKS INBOARD

SS HANDLE(SEE GENERAL NOTE 3)

ADD ADJUSTMENT CHANNELSEVERY TWO FEET DOWN TOAVERAGE WATER SURFACE

ELEVATION

MANUFACTURER TO CUT 5/8" X 7-5/16"CHANNEL AND CENTER STAFF GAUGE

BOARD IN MIDDLE OF CHANNEL

GENERAL NOTES:

1. PRIOR TO FABRICATION OF THE STAFF GAUGE, THE CONTRACTORSHALL DISCUSS AND VERIFY INFORMATION INCLUDING VENDOR(S) FORFABRICATION OF THE GAUGE BOARD WITH THE CITY ENGINEER.

2. THE CONCRETE PILE MOUNTED STAFF GAUGE SHALL BE ADJUSTABLE.

3. HARDWARE:

A. ALL SCREWS, BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 SSUNLESS NOTED OTHERWISE.

B. THE HANDLE SHALL BE A CAST TYPE 316 SS OR COMPARABLEPULL HANDLE W/ FOUR THROUGH HOLES (TWO EACH SIDE),RECTANGULAR GRIP, FOUR M6 SCREWS, MCMASTER CARR ITEM13725A23 OR DISTRICT APPROVED EQUAL.

C. FASTEN SS BRACKET TO CONCRETE USING 1/4" DIA SS HEX HEADCONCRETE SCREWS, 1-3/4" LONG (2 TYP EACH SIDE)

4. DATUM CONVERSION (BETWEEN NGVD 29 AND NAVD 88 DATUMS) SHALLBE OBTAINED FROM A LICENSED SURVEYOR.

5. NO BRACING OR CONNECTION WILL BE MADE TO WALKWAYS ORSTRUCTURES UNLESS APPROVED BY THE DISTRICT.

6. SERIES B LETTERS SHALL BE BASED ON FEDERAL HIGHWAYADMINISTRATION STANDARD ALPHABETS FOR TRAFFIC CONTROLDEVICES.

7. MANUFACTURER TO PERMANENTLY MOUNT DATUM SIGN PANEL INROUTED CAVITY.

8. TANGENT TECHNOLOGIES, LLC IS ONLY THE MANUFACTURER OF THERECYCLE PLASTIC BOARD. HASH MARK AND OTHER ROUTING BY USEOF A COMPUTER NUMERICAL CONTROL (CNC) MACHINE IS NOTPERFORMED BY TANGENT TECHNOLOGIES, LLC.13

12

STAFF GAUGEN.T.S

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:48

am

XR

EFS:

IMAG

ES:

XREF

S:







MARCH 2019

WA040.00

42-41-36-13

C5-2

----MNFJPC

GGGAS SHOWN

DETAILS


SEMIN

OLE PR

ATT W

HITN

EY RD

.LITTLE G

ATOR LN.

(NO A

CCESS PROVIDED)

60TH ST. N.

250

500

750

1000

190T

H TERRACE N.

M-CANAL

M-CANAL

M-CANAL

CONTROL STRUCTURE NO. 2(SEE SHEET WQ1-2)

N. 50TH ST.(NO ACCESS PROVIDED)

CITY OFWESTLAKE

60TH ST.

GATE CLOSED(NO ACCESS PROVIDED)

PRIMARY CONSTRUCTION ACCESSFROM 60TH ST. N. TO 190TH TERRACE N.

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.


FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:48

am

XR

EFS:

.\C

3D\C

ULV

CS0

2_M

D01

.dw

g .

\C3D

\cul

vcs0

2_bm

01.d

wg

IM

AGES

: ..\.

.\..\.

.\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

017\

Area

Cen

terE

ast.s

id

f:\w

pbg\

wpb

gcul

v\ca

d\dw

g\im

g\W

all M

ount

.jpg

.\IM

G\Y

SI-T

urn-

Key-

3-60

0x60

0.jp

g F

:\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

F:\_

REF

_DAT

A\PB

CO

\Aer

ials

\201

5\Ar

ea-N

E.si

dXR

EFS:

CU

LVC

S02_

MD

01.d

wg

cul

vcs0

2_bm

01.d

wg

CULVCS02_WQ1-1.dwg



FLORIDA L.B. NO. 48FLORIDA C.A. NO. 48

5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, www.MockRoos.com




MARCH 2019

WA040.00

42-41-36-13

WQ1-1

----MNFJPC

GGGAS SHOWN

WATER QUALITY MONITORING - NOTES/LOCATION MAP


WATER QUALITY MONITORING NOTES:1. WATER QUALITY MONITORING SCOPE:

FURNISH AND INSTALL 1 (ONE) MONITORING STATION THAT WILL COLLECT WATER QUALITY DATA AT THECITY'S CONTROL STRUCTURE NO. 2 AND 1 (ONE) AT THE CITY'S CONTROL STRUCTURE NO. 3. EACH WATERQUALITY MONITORING SYSTEM SHALL COLLECT DATA FOR CONDUCTIVITY, TEMPERATURE, PH, DISSOLVEDOXYGEN, BLUE-GREEN ALGAE, CHLOROPHYLL-A, AND NITRATES. THE DATA WILL BE TRANSMITTED VIACELLULAR TELEMETRY TO THE CITY'S NETWORK, AND ALSO CONNECTED TO ON-SITE SCADA VIA RTUCABLE. THE MONITORING STATIONS WILL BE INSTALLED BY YSI PERSONNEL USING ALUMINUM HARDWAREFOR SECURE DEPLOYMENT. EACH STATION WILL BE EQUIPPED WITH A MULTIPARAMETER WATER QUALITYSONDE CONNECTED VIA FIELD CABLE TO A DATA COLLECTION PLATFORM (DCP), CONSISTING OF ADATALOGGER HOUSED IN A NEMA4 STAINLESS STEEL ELECTRONICS ENCLOSURE. EACH STATION WILL BEEQUIPPED WITH A CELLULAR MODEM FOR CELLULAR DATA TRANSMISSION TO THE CUSTOMER NETWORK,AND A CONNECTION TO THE SCADA VIA RTU CABLE RAN THROUGH CUSTOMER'S EXISTING CONDUIT AT THEDEPLOYMENT SITE. EACH ELECTRONICS ENCLOSURE WILL HOUSE A 12V/18AH BATTERY CONNECTED TO ANAC-TO-DC CHARGING MODULE TO ALLOW THE SYSTEM TO BE CONNECTED TO CUSTOMER'S POWERSUPPLY.

2. MANUFACTURER REQUIREMENTS:

THE WATER MONITORING EQUIPMENT SPECIFIED HEREIN SHALL BE THE DESIGN AND FABRICATION OF ASINGLE MANUFACTURER WHICH SHALL HAVE SOLE SOURCE RESPONSIBILITY FOR SAID EQUIPMENT. THEMANUFACTURER SHALL HAVE A MINIMUM OF 20 WATER MONITORING STATIONS OF THIS DESIGN AND OFCOMPARABLE CAPACITY IN THE STATE OF FLORIDA WITH SUCCESSFUL OPERATION FOR A MINIMUM OF 5YEARS. REFERENCES AND RECORDS OF EXPERIENCES SHALL BE PROVIDED UPON OWNERS REQUEST.

STATION INSTALLATION CONTROL STRUCTURE NO. 2:

THE MULTIPARAMETER SONDE SHALL BE DEPLOYED INSIDE AN ANGLED 4” ALUMINUM STILLING WELLPERFORATED WITH A SPECIFIC HOLE-PATTERN TO ALLOW OPTIMAL WATER FLOW OVER THE SENSORPROBE FACES. THE STILLING WELL IS TO BE CAPPED WITH A WELL CAP TO SECURE THE SONDE, WHICHWILL CONNECT DIRECTLY INTO THE DATA COLLECTION PLATFORM, NEMA4 ELECTRONICS ENCLOSURE VIACABLE GLAND. THE ELECTRONICS ENCLOSURE IS TO BE MOUNTED ONTO A 2-POLE ALUMINUM MASTAPPROXIMATELY 5'-6' ABOVE THE GROUND FOR EASY ACCESS. MOUNTING MAST TO BE CONSTRUCTED OF2” ALUMINUM PIPE POUNDED UNTIL REFUSAL, WITH ENCLOSURE SECURED TO MAST USING U-BOLTS ANDUNISTRUT. AN RTU CABLE SHALL BE CONNECTED FROM DATALOGGER IN THE DCP TO THE SCADA, WHICHSHALL BE RUN THROUGH THE CITY'S EXISTING SPARE CONDUIT.STATION INSTALLATION CONTROL STRUCTURE NO. 3THE MULTIPARAMETER SONDE SHALL BE DEPLOYED INSIDE A VERTICAL 4” ALUMINUM STILLING WELLPERFORATED WITH A SPECIFIC HOLE-PATTERN TO ALLOW OPTIMAL WATER FLOW OVER THE SENSORPROBE FACES. THE STILLING WELL IS TO BE CAPPED WITH A WELL CAP TO SECURE THE SONDE, WHICHWILL CONNECT DIRECTLY TO A SPLICE BOX WITH A DIN RAIL AND TERMINAL STRIP INSIDE. THE SPLICE BOXWILL BE CONNECTED TO A DCP ON THE CONTROL STRUCTURE VIA SIGNAL AND POWER CABLE RAN BY THEMANUFACTURER OF THE DCP. THE DCP AND MULTIPARAMETER SONDE WILL BE POWERED VIA AC POWERUSING AN AC-TO-DC POWER CONVERTER.

3. MULTIPARAMETER WATER QUALITY SONDE AND SENSORS:

WATER QUALITY SONDES SHALL CONTINUOUSLY MONITOR THE RAW WATER IN CANALS AT EACH SITE.WATER QUALITY DATA WILL BE COLLECTED BY DATALOGGER AND TRANSMITTED VIA CELLULARTRANSMISSION TO WEB-HOSTED DATA PLATFORM. THE SONDE SHALL HAVE SEVEN (7) UNIVERSAL PORTSTHAT CAN ACCOMMODATE A VARIETY OF WATER QUALITY SENSORS, WHICH CAN BE USED ORRECONFIGURED AT ANY TIME

THE SENSORS SHALL HAVE THE FOLLOWING CHARACTERISTICS:

a. HERMAPHRODITIC WET-MATEABLE CONNECTORS, ALLOWING THEM TO BE PLUGGEDINTERCHANGEABLY INTO ANY SENSOR PORT (I.E. A SENSOR THAT CAN BE PLUGGED INUNDERWATER OR EXPOSED TO WATER WITHOUT ANY DAMAGE TO THE CONNECTOR)

b. THE INSTRUMENT SOFTWARE SHALL UTILIZE SMART QC QUALITY ASSURANCE CHECKS TOPREVENT FAULTS, ERRORS AND LOST DATA

c. THE SONDE SHALL INCLUDE A TITANIUM METAL BULKHEAD TO REDUCE THE INCIDENCES OFSTRIPPING THREADS AND FIELD REPLACEABLE TITANIUM RETAINING NUTS ON SENSORS, AND

d. THE SONDE SHALL PROVIDE ELECTRICAL OVERLOAD PROTECTION TO THE INDIVIDUAL SENSORSTHAT WILL PREVENT DATA LOSS IN THE EVENT THAT A SINGLE SENSOR EXPERIENCESCATASTROPHIC FAILURE.

THE SONDE SHALL BE DESIGNED TO WITHSTAND THE HARSH CONDITIONS EXPECTED IN THE FIELD BYUSING RUGGED MATERIALS, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

a. TITANIUM, LASER-WELDED PROBE HOUSINGS TO RESIST LEAKS,

b. WET-MATEABLE CONNECTORS THAT RESIST CORROSION,

c. AN IMPACT-RESISTANT AND CHEMICAL-RESISTANT XENOY POLYMER REINFORCED HOUSING, AND

d. A SAPPHIRE GLASS ON OPTICAL SENSOR WINDOWS.

THE SONDE SHALL BE CAPABLE OF HAVING CONNECTORIZED FIELD-REPLACEABLE SENSORS (I.E.ABILITY FOR REMOVAL BY END-USER AND NOT FIXED IN-PLACE). THESE SENSORS SHALL BE CAPABLEOF BEING REMOVED WITHOUT OPENING THE SONDE OR EXPOSING THE INTERNAL ELECTRONICS TOTHE EXTERNAL (FIELD) ENVIRONMENT.

ALL SENSORS MUST BE “SMART” AND STORE ALL CALIBRATION DATA INTERNALLY TO THE SENSOR.SENSORS SHALL BE CAPABLE OF BEING SWAPPED FROM ONE SONDE TO ANOTHER OR FROM ONESONDE PORT TO ANOTHER SONDE PORT WITHOUT THE NEED FOR RECALIBRATION.

THE SONDE SHALL INCLUDE A CENTRAL MOTORIZED WIPER ASSEMBLY AND THE FOLLOWING SENSORS:

a. A WIPED COMBINATION CONDUCTIVITY AND TEMPERATURE SENSOR,

b. A PH SENSOR,

c. A DISSOLVED OXYGEN (DO) SENSOR,

d. A COMBINATION BLUE-GREEN ALGAE SENSOR AND CHLOROPHYLL-A SENSOR

e. A NITRATE SENSOR

f. AT LEAST ONE SPARE SENSOR PORT

THE SONDE SHALL PROVIDE ANTI-FOULING PROTECTION WITH A CENTRAL MOTORIZED WIPERASSEMBLY WITH ROTATING NYLON-BRISTLE BRUSH THAT REMOVES BIOFOULING FROM ALL SENSORS

WITHIN THE SONDE. THE WIPER ASSEMBLY SHALL BE PROTECTED FROM SEDIMENT ACCUMULATION BYA WIPER GUARD. THE WIPER ASSEMBLY SHALL BE FIELD-SERVICEABLE AND REPLACEABLE TYPE, SUCHAS THE YSI EXO CENTRAL WIPER OR CITY ENGINEER-APPROVED EQUAL.

THE SONDE'S CONDUCTIVITY / TEMPERATURE SENSOR SHALL BE “WIPEABLE” IN THAT A CENTRALMOTORIZED WIPER ASSEMBLY THAT CLEANS EACH SENSOR SHALL ALSO COMPLETELY CLEAN THECONDUCTIVITY AND TEMPERATURE SENSOR(S).

THE SONDE SHALL INCLUDE A USB ADAPTER TO ALLOW FOR DIRECT COMMUNICATION BETWEEN THESONDE AND ANY TYPE OF PC VIA USB ADAPTORS.

4. DATA COLLECTION PLATFORM:

THE DATA COLLECTION PLATFORMS (DCP) SHALL BE HOUSED IN STAINLESS STEEL NEMA4X ENCLOSURESWITH AN ALUMINUM BACKPLATE FOR MOUNTING DATALOGGER, MODEM, DIN RAILS AND TERMINAL BLOCKS.DCP'S SHALL INCLUDE AN INTERNAL HUMIDITY SENSOR. DCP SHALL INCLUDE CABLE GLAND FOR THE RTUCABLE TO PASS THROUGH TO ALLOW FOR DIRECT CONNECTIVITY BETWEEN DATALOGGER AND CONTROLSTATION SCADA. DCP SHALL INCLUDE WATERPROOF CABLE CONNECTORS, GLANDS, AND PORTS TOALLOW FOR WEATHER- AND UV-RESISTANT CONNECTIVITY FOR AN EXTERNAL ANTENNA, WATER QUALITYSONDE, AND A MANUFACTURER-PROVIDED ELECTRICAL GROUNDING KIT FOR LIGHTNING PROTECTION.

FOR CONTROL STRUCTURE NO. 2, THE DCP SHALL BE POWERED USING A 20 WATT SOLAR PANEL CHARGINGA 12V/18AH SEALED LEAD-ACID BATTERY. DCP SHALL INCLUDE CABLE GLAND FOR THE RTU CABLE TO PASSTHROUGH TO ALLOW FOR DIRECT CONNECTIVITY BETWEEN DATALOGGER AND CONTROL STATION SCADA.

FOR CONTROL STRUCTURE NO. 3, THE DCP SHALL RECEIVE POWER FOR THE SYSTEM AND SONDETHROUGH THE CUSTOMER AC POWER SUPPLY, AND AC POWER SHALL BE CONVERTED TO DC VIACONVERTER INCLUDED IN DCP, WHICH SHALL CHARGE A 12V/18AH SEALED LEAD-ACID BATTERY.

5. DATALOGGER:

DATALOGGER MUST HAVE 16 SINGLE-ENDED OR 8 DIFFERENTIAL ANALOG INPUT CHANNELS 2PULSE-COUNTING TERMINALS, 8 GENERAL PURPOSE, SOFTWARE-CONFIGURABLE DIGITAL I/O FUNCTIONSTHAT CONSIST OF 5 V OUTPUT AND 3.3 V INPUT LOGIC LEVELS FOR SDI-12, SERIAL COMMUNICATION TX/RXPAIR, HIGH FREQUENCY COUNTER, SWITCH CLOSURE, GENERAL STATUS/CONTROL, VOLTAGE SOURCE 5 V,AND INTERRUPTS. DATALOGGER MUST BE ABLE TO ACCEPT SDI-12, RS-232, AND RS-485 INPUTS, AND HAVEBUILT-IN USB-B CONNECTOR, 10/100 ETHERNET RJ45, CS I/O PORT, AND RS-232/CPI PORT. SYSTEM TOSUPPORT AT LEAST THE FOLLOWING PROTOCOLS:

a. PAKBUS

b. MODBUS

c. DNP3

d. NTCIP

e. NMEA 0183

SYSTEM TO INCLUDE EMBEDDED WEB PAGE FOR DIRECT CONNECTION VIA WEB BROWSER. DATALOGGERTO BE PAIRED WITH A SUPPORT SOFTWARE PACKAGE TO SUPPORT PROGRAMMING, COMMUNICATION, ANDDATA RETRIEVAL BETWEEN DATALOGGERS AND CITY'S PC. SOFTWARE TO HAVE THE CAPABILITY FOR

a. CREATING CUSTOM DATALOGGER PROGRAMS USING EDLOG OR CRBASIC

b. DISPLAYS OR GRAPHS OF REAL-TIME OR HISTORIC DATA

c. RETRIEVING DATA USING ANY OF THE DATALOGGERS TELECOMMUNICATION PORTS

d. PROCESSING DATA FILES

e. SAVING DATA FILES THAT CAN BE IMPORTED INTO THIRD-PARTY ANALYSIS PACKAGES

6. CELLULAR MODEM:

THE DCP SHALL INCLUDE CELLULAR MODEM WITH CARRIER APPROVALS FOR VERIZON, AT&T, SPRINT,T-MOBILE USA, US CELLULAR, ROGERS, BELL, AND TELUS. MODEM SHALL INCLUDE THE FOLLOWINGCOMMUNICATION INTERFACES: ETHERNET, RS-232 SERIAL, USB 2.0, 3 SMA ANTENNA CONNECTORS, ANDACTIVE GPS ANTENNA SUPPORT. THE CELLULAR MODEM ANTENNA SHALL BE A THROUGH CASING,EXTERNALLY MOUNTED LAIRD OR EQUIVALENT MULTI-BAND ANTENNA.

7. WARRANTY:

ALL COMPONENTS WITHIN DCP SHALL CARRY A WARRANTY FOR A MINIMUM PERIOD OF (1) YEAR AND ALLCOMPONENTS ASSOCIATED WITH MULTIPARAMETER SONDE SHALL CARRY A WARRANTY FOR A PERIOD OF(2) YEARS FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. THE PH AND ODO REAGENT MODULES(SENSOR CAPS) ARE WARRANTIED FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER.THE NITRATE REAGENT MODULES (SENSOR CAPS) ARE WARRANTIED FOR 3 MONTHS FROM DATE OF FINALACCEPTANCE BY THE OWNER.

GENERAL COORDINATION NOTE:CONTRACTOR SHALL COORDINATE SERVICES TO BE PROVIDED BY YSI AND SUPPLEMENT ANY ADDITIONALSERVICES OR MATERIALS AS NECESSARY TO HAVE FULLY FUNCTIONING SYSTEM PRIOR TO SUBSTANTIALCOMPLETION.

CONTROL STRUCTURE NO. 2 LOCATION MAPN.T.S.

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.


FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:49

am

XR

EFS:

.\C

3D\C

ULV

CS0

2_M

D01

.dw

g .

\C3D

\cul

vcs0

2_bm

01.d

wg

IM

AGES

: ..\.

.\..\.

.\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

017\

Area

Cen

terE

ast.s

id

f:\w

pbg\

wpb

gcul

v\ca

d\dw

g\im

g\W

all M

ount

.jpg

.\IM

G\Y

SI-T

urn-

Key-

3-60

0x60

0.jp

g F

:\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

F:\_

REF

_DAT

A\PB

CO

\Aer

ials

\201

5\Ar

ea-N

E.si

dXR

EFS:

CU

LVC

S02_

MD

01.d

wg

cul

vcs0

2_bm

01.d

wg

CULVCS02_WQ1-1.dwg








MARCH 2019

WA040.00

42-41-36-13

WQ1-2

----MNFJPC

GGGAS SHOWN

CONTROL STRUCTURE NO. 2 - WATER QUALITY


190TH TERRACE N. 0GRAPHIC SCALE IN FEET

10 20 30 40

LITTLE GATOR LN.(NO ACCESS PROVIDED)

L8 TIEBACKCANAL

EXISTING CONTROL BUILDINGWITH RTU

GATENO ACCESS PROVIDED

SITE ACCESS GATE

EXISTING (2) 34'' CONDUITS

M-CANAL

EXISTING STILLING WELL NO. 1

REUSE EXISTING POWER AND CONTROL CONDUITS TO ROUTE POWER ANDCONTROLS FOR WATER QUALITY MONITORING DEVICE TO EXISTING CONTROLBUILDING AND RTU

PROPOSED 2'' POWER AND 2'' CONTROL CONDUITSTO DATA AND CONTROL PLATFORM ENCLOSURE (POWER WIREAND CONNECTION FURNISHED AND INSTALLED BY CONTRACTOR,CONTROL WIRE CONNECTION FURNISHED AND INSTALLED BY YSI)

WATER QUALITY MONITORING"TURNKEY SYSTEMS"

ANGLED STILLING WELL(SAMPLE INSTALLATION) N.T.S.

DATA AND CONTROL PLATFORM ENCLOSURE

1020

3040

WALL MOUNTEDWATER MONITORING

SYSTEM

PROPOSED 2'' CONTROL CONDUIT(FURNISHED AND INSTALLED BY CONTRACTOR TYP)

PROPOSED JUNCTION BOX(FURNISHED AND INSTALLED BY CONTRACTOR TYP)

WATER QUALITY MONITORING"TURNKEY SYSTEMS"

PROPOSED 2'' POWER AND 2'' CONTROL CONDUITSTO DATA AND CONTROL PLATFORM ENCLOSURE (POWER WIRE AND CONNECTIONPROVIDED BY CONTRACTOR, CONTROL WIRE CONNECTION PROVIDED BY YSI

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.


FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

05,

201

9 - 1

1:49

am

XR

EFS:

.\C

3D\C

ULV

CS0

2_M

D01

.dw

g .

\C3D

\cul

vcs0

2_bm

01.d

wg

IM

AGES

: ..\.

.\..\.

.\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

017\

Area

Cen

terE

ast.s

id

f:\w

pbg\

wpb

gcul

v\ca

d\dw

g\im

g\W

all M

ount

.jpg

.\IM

G\Y

SI-T

urn-

Key-

3-60

0x60

0.jp

g F

:\_R

EF_D

ATA\

PBC

O\A

eria

ls\2

015\

Area

-E.s

id

F:\_

REF

_DAT

A\PB

CO

\Aer

ials

\201

5\Ar

ea-N

E.si

dXR

EFS:

CU

LVC

S02_

MD

01.d

wg

cul

vcs0

2_bm

01.d

wg

CULVCS02_WQ1-1.dwg








MARCH 2019

WA040.00

42-41-36-13

WQ1-3

----MNFJPC

GGGAS SHOWN

CONTROL STRUCTURE NO. 3 - WATER QUALITY


WALL MOUNTED STILLING WELL(SAMPLE INSTALLATION) N.T.S.

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL

S:\2015-Jobs\1857.00 M-Canal Control Structure 3\07 Structural Dwgs\CADD\

PLO

T D

ATE:

Mar

04,

201

9 - 3

:48p

m

XR

EFS:

S:\2

015-

Jobs

\M-C

anal

Con

trol S

truct

ure

3 - 0

8151

857\

07 S

truct

ural

Dw

gs\C

ADD

\X-B

DR

081

5185

7.00

MR

A.dw

g

IMAG

ES:

XREF

S: X

-BD

R 0

8151

857.

00 M

RA.

dwg

S1-1 GENERAL NOTES.dwg 5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, Fax 478-7248



CONTROL STRUCTURE NO. 3AUTOMATION

PREPARED FORTHE CITY OF WEST PALM BEACH


MARCH 2019

WA040.00

42-41-36-13

DAMJRB

JRBAS SHOWN

JEFFREY R. BERGMANN50159

TM

GENERAL NOTES

S1-1

1S2-2

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

04,

201

9 - 3

:48p

m

XR

EFS:

S:\2

015-

Jobs

\M-C

anal

Con

trol S

truct

ure

3 - 0

8151

857\

07 S

truct

ural

Dw

gs\C

ADD

\X-B

DR

081

5185

7.00

MR

A.dw

g S

:\201

5-Jo

bs\M

-Can

al C

ontro

l Stru

ctur

e 3

- 081

5185

7\07

Stru

ctur

al D

wgs

\CAD

D\X

-Bas

e 08

1518

57.0

0 W

GI.d

wg

S:\2

015-

Jobs

\M-C

anal

Con

trol S

truct

ure

3 - 0

8151

857\

07 S

truct

ural

Dw

gs\C

ADD

\X-B

ase

0815

1857

.00

Elec

trica

l Site

Pla

ns.d

wg

S:\2

015-

Jobs

\M-C

anal

Con

trol S

truct

ure

3 - 0

8151

857\

07 S

truct

ural

Dw

gsXR

EFS:

X-B

DR

081

5185

7.00

MR

A.dw

g X

-Bas

e 08

1518

57.0

0 W

GI.d

wg

X-B

ase

0815

1857

.00

Elec

trica

l Site

Pla

ns.d

wg

X-B

ase

0815

1857

.00

CU

LVC

S02_

BM01

.dw

g X

-Bas

e 08

1518

57.0

0 C

ULV

CS0

2_M

D01

.dw

g

S2-1 FOUNDATION PLAN.dwg 5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, Fax 478-7248






MARCH 2019

WA040.00

42-41-36-13

DAMJRB

JRBAS SHOWN


TM

FOUNDATION PLAN

S2-1

FOUNDATION PLAN1

S2-1

REVISIONAPPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE:

Mar

04,

201

9 - 3

:48p

m

XR

EFS:

S:\2

015-

Jobs

\M-C

anal

Con

trol S

truct

ure

3 - 0

8151

857\

07 S

truct

ural

Dw

gs\C

ADD

\X-B

DR

081

5185

7.00

MR

A.dw

g S

:\201

5-Jo

bs\M

-Can

al C

ontro

l Stru

ctur

e 3

- 081

5185

7\07

Stru

ctur

al D

wgs

\CAD

D\X

-Bas

e 08

1518

57.0

0 W

GI.d

wg

S:\2

015-

Jobs

\M-C

anal

Con

trol S

truct

ure

3 - 0

8151

857\

07 S

truct

ural

Dw

gs\C

ADD

\X-B

ase

0815

1857

.00

Elec

trica

l Site

Pla

ns.d

wg

S:\2

015-

Jobs

\M-C

anal

Con

trol S

truct

ure

3 - 0

8151

857\

07 S

truct

ural

Dw

gsXR

EFS:

X-B

DR

081

5185

7.00

MR

A.dw

g X

-Bas

e 08

1518

57.0

0 W

GI.d

wg

X-B

ase

0815

1857

.00

Elec

trica

l Site

Pla

ns.d

wg

X-B

ase

0815

1857

.00

CU

LVC

S02_

BM01

.dw

g X

-Bas

e 08

1518

57.0

0 C

ULV

CS0

2_M

D01

.dw

g

S2-2 TYPICAL DETAILS.dwg 5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, Fax 478-7248






MARCH 2019

WA040.00

42-41-36-13

DAMJRB

JRBAS SHOWN


TM

TYPICAL DETAILS

S2-2

TYPICAL SECTION1

S2-2

330.

0

250.

080

.0

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL

\\NEWSERVER-PC\New Server C\JOBS\68-MOCK-ROOS\68181 control stucture 3 and culvert improvements project\DRAWINGS\

PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS: C

ULV

CS

02_B

M01

.dw

g C

ULV

CS

02_M

D01

.dw

g

IMA

GE

S: A

rea-

E.s

id

Are

a-N

E.s

id

XR

EFS

: C

ULV

CS

02_B

M01

.dw

g C

ULV

CS

02_M

D01

.dw

g

01 Electrical Site Plans.dwg 5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, Fax 478-7248






WA040.00

42-41-36-13

E1-1

ValueJLRCGW

DGWAS SHOWN

OVERALL ELECTRICAL SITE PLAN

DALE G. WALKER36914

SCALE

0

FEET

60 12030

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS: C

ULV

CS

02_B

M01

.dw

g C

ULV

CS

02_M

D01

.dw

g

IMA

GE

S: A

rea-

E.s

id

Are

a-N

E.s

id

XR

EFS

: C

ULV

CS

02_B

M01

.dw

g C

ULV

CS

02_M

D01

.dw

g







WA040.00

42-41-36-13

E1-2

ValueJLRCGW

DGWAS SHOWN

CONTROLS COMPOUND ELECTRICAL PLAN

DALE G. WALKER36914

FEET

0

SCALE

21/2 1

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS: C

ULV

CS

02_B

M01

.dw

g C

ULV

CS

02_M

D01

.dw

g

IMA

GE

S: A

rea-

E.s

id

Are

a-N

E.s

id

XR

EFS

: C

ULV

CS

02_B

M01

.dw

g C

ULV

CS

02_M

D01

.dw

g







WA040.00

42-41-36-13

E1-3

ValueJLRCGW

DGWAS SHOWN

GATE STRUCTURE ELECTRICAL PLAN

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:

02 Electrical Detail Sheets.dwg 5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, Fax 478-7248






WA040.00

42-41-36-13

E1-4

ValueJLRCGW

DGWAS SHOWN

ELECTRICAL RISER DIAGRAM

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:







WA040.00

42-41-36-13

E1-5

ValueJLRCGW

DGWAS SHOWN

ELECTRICAL DETAILS, SHEET 1

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:







WA040.00

42-41-36-13

E1-6

ValueJLRCGW

DGWAS SHOWN

ELECTRICAL DETAILS, SHEET 2

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:

03 Electrical I&C Sheets.dwg 5720 Corporate Way, West Palm Beach, Florida 33407 (561) 683-3113, Fax 478-7248






WA040.00

42-41-36-13

I1-1

ValueJLRCGW

DGWAS SHOWN

I&C LEGEND

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:







WA040.00

42-41-36-13

I1-2

ValueJLRCGW

DGWAS SHOWN

I&C ONELINE

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:







WA040.00

42-41-36-13

I1-3

ValueJLRCGW

DGWAS SHOWN

I&C DETAILS

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:







WA040.00

42-41-36-13

I1-4

ValueJLRCGW

DGWAS SHOWN

TYPICAL LOOP DIAGRAMS

DALE G. WALKER36914

REVISION

APPR:SCALE:

DRAWN:FIELD:

DESIGN:

SHEET:

DATE:

P.A. NO.

DWG. NO.



FLORIDA P.E. NO.

DATE

SEAL


PLO

T D

ATE

: Feb

12,

201

9 - 2

:31p

m

X

RE

FS:

IM

AG

ES

:

XR

EFS

:







2019

WA040.00

42-41-36-13

I1-5

ValueJLRCGW

DGWAS SHOWN

NETWORK DIAGRAM

DALE G. WALKER36914

Documents

CITY OF WEST PALM BEACH CONTROL STRUCTURE NO. 3