LOCATION MAP

PUBLIC UTILITIES DEPARTMENTCITY OF WEST PALM BEACH

SHANON MATERIO, President

DISTRICT #1

CITY ADMINISTRATOR:JEFFERY L. GREEN

DISTRICT #5DISTRICT #4DISTRICT #3DISTRICT #2 CORY NEERING

SYLVIA MOFFETT

PAULA RYANKEITH A. JAMES

COMMISSIONERS:

MAYORGERALDINE MUOIO

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.

INDEX OF DRAWINGS

KEY WEST

ORLANDO

TAMPA

NAPLESMIAMI

JACKSONVILLEPENSACOLA

WESTPALM

BEACH

PROJECT LOCATION

SCOTT KELLY, P.E.

N

Range 43 / Township 43 / Section 5

FLORIDA BOARD OF PROFESSIONAL ENGINEERS

CERTIFICATE OF AUTORIZATION NO. 00002602

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

GENERAL1 COVER COVER2 G-001 SYMBOLS AND GENERAL NOTES3 G-002 GENERAL NOTES4 G-003 PIPING AND CIVIL SURVEY SYMBOLS5 G-004 LIFT STATION 53 DETAILS

CIVIL6 C-101 DEMOLITION PLAN7 C-102 PROPOSED SITE PLAN

LANDSCAPING8 L-101 PROPOSED LANDSCAPE PLAN9 L-IR-101 PROPOSED IRRIGATION PLAN

STRUCTURAL10 S-001 STRUCTURAL NOTES AND DETAILS

PROCESS11 P-101 LIFT STATION 53 DEMOLITION12 P-102 LIFT STATION 53 PLAN AND SECTION13 P-103 BYPASS PUMPING PLAN

ELECTRICAL14 E-001 ELECTRICAL GENERAL NOTES AND LEGEND15 E-101 LIFT STATION 53 DEMOLITION16 E-102 LIFT STATION 53 PROPOSED17 E-201 ELECTRICAL DETAILS18 E-202 ELECTRICAL DETAILS19 E-301 ONE LINE DIAGRAM20 E-302 CONTROL PANEL LAYOUT21 E-303 CONTROL PANEL BILL OF MATERIALS22 E-304 POWER SCHEMATIC 123 E-305 POWER SCHEMATIC 224 E-306 POWER SCHEMATIC 325 E-307 RTU PANEL LAYOUT26 E-308 RTU PANEL BILL OF MATERIALS27 E-309 RTU WIRING DIAGRAM28 E-310 RTU DIGITAL INPUTS - 129 E-311 RTU DIGITAL INPUTS - 230 E-312 RTU DIGITAL OUTPUTS31 E-313 RTU ANALOG INPUTS

LIFT STATION NO. 53 IMPROVEMENTS December 2017

PROJ. No. 11867238ITB No. 17-18-108

CROSS REFERENCING SYSTEM

2. SECTION CUTS:

3. SECTIONS TITLES:

5. DETAIL CALLOUT:

GENERAL NOTES

1. THE NOTE IN THE TITLEBLOCK OF THIS DRAWING WHICH READS "TWO INCHES AT FULL SCALE" APPEARS ON DRAWINGS FOR

IDENTIFICATION OF SCALE DISTORTIONS ON HALF SIZE DRAWINGS AND DRAWING REPRODUCTIONS. IT SHALL MEAN THAT THE

DRAWING IS FULL SIZE AND THE DRAWING SCALES ACCURATE WHEN THE LENGTH OF THIS LINE IS TWO INCHES. IF THE LENGTH

IS OTHER THAN TWO INCHES, DRAWING SCALES MUST BE ADJUSTED ACCORDINGLY.

2. EXISTING PIPING IS DESIGNATED BY SERVICE RATHER THAN MATERIAL TYPE. MATERIAL TYPES, IF KNOWN, APPEAR OUTSIDE THE

PIPING CALLOUT BUBBLE, AND MAY NOT BE THE SAME MATERIAL TYPES SPECIFIED FOR NEW PIPING.

3. ABBREVIATIONS USED IN THIS CONTRACT DOCUMENT CONFORM TO ANSI Y1.1, UNLESS NOTED OTHERWISE ON DRAWINGS. SEE

SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS. SEE ALSO CITY'S STANDARD LIFT STATION TYPICAL DETAILS DATED JANUARY

2016 AND STANDARD DETAILS FOR ALL OTHER INFRASTRUCTURE DATED YEAR 2016.

4. ALL STANDARD DETAILS APPLY TO ALL THE CONTRACTORS WORK WHETHER SPECIFICALLY REFERENCED OR NOT.

5. SEE ADDITIONAL GENERAL NOTES THROUGHOUT DRAWING SET.

6. KEYNOTES:

· G GENERAL

· C CIVIL

· I PROCESS AND INSTRUMENTATION DIAGRAM

· S STRUCTURAL

· A ARCHITECTURAL

· P PROCESS/MECHANICAL

· M HVAC / MECHANICAL

· E ELECTRICAL

MATCH LINE

SEE XX/X-XXX

5/1

6"

SECTION NUMBER

DRAWING WHERE

SECTION IS SHOWN

DISCIPLINES

NORTH ARROW

EL. XXXX.XX

LOCATION

ELEVATION CALL OUT IN

SECTION OR ELEVATION

WATER SURFACE

EXISTING LINEWORK

NEW/PROPOSED LINEWORK

DRAWING WHERE

DETAIL IS FOUND

DETAIL LETTER TO BE

NUMBERED SEQUENTIALLY

THROUGHOUT THE ENTIRE

DISCIPLINE

DETAIL LETTER

(SEQUENTIAL)

SECTION NUMBER TO BE NUMBERED

SEQUENTIALLY THROUGHOUT THE

ENTIRE DISCIPLINE

30°

3

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°

MISCELLANEOUS

THE AREA TO BE DETAILED IS

CIRCLED WITH A LEADER TO

THE DETAIL CALLOUT.

1. PLAN TITLES:

A. BY CALLOUT

B. BY NOTE: "SEE DETAIL B/D-105"

· B IS DETAIL REFERENCE LETTER

· D-105 IS DRAWING WHERE DETAIL

IS SHOWN

4. DETAIL TITLES:

CROSS REFERENCING SYSTEM (CONTINUED)

DRAWING NUMBERING SYSTEM

P-101

SEQUENTIAL NUMBER

SHEET TYPE

DISCIPLINE

· 0 GENERAL

· 1 PLANS/SECTIONS/ELEVATIONS

· 2 DETAILS

· 3 SCHEDULES AND DIAGRAMS

· 4 3D REPRESENTATIONS

SHEET TYPE

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

PLAN

PLAN TITLE

SCALE: 1/4" = 1'-0'

A

M1

DETAIL

Insert Title Field Here

A

M-1

SCALE: 1/4" = 1'-0"

SECTION

A

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SCALE: 1/4" = 1'-0"

DRAWING WHERE

SECTION IS CUT

DRAWING WHERE DETAIL

IS CALLED OUT

P-1

A

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

GENERAL ABBREVIATIONS

A AMP AMPEREAB AERATION BASINADJ ADJUSTABLEAFD ADJUSTABLE FREQUENCY DRIVEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAL ALUMINUMASPH ASPHALTASSOC ASSOCIATIONASTM AMERICAN SOCIETY OF

TESTING MATERIALSATS AUTOMATIC TRANSFER SWITCHAUTO AUTOMATICAUX AUXILIARYAVG AVERAGEAWG AMERICAN WIRE GAGEBEL BELOWBF BLIND FLANGEBFP BACKFLOW PREVENTERBFV BUTTERFLY VALVEBHP BRAKE HORSEPOWERBLDG BUILDINGBM BENCH MARKBOT BOTTOMBV BALL VALVEC CELSIUSCAB CABINETCATV CABLE TELEVISIONCB CATCH BASINCF CUBIC FOOTCHAN CHANNELCI CAST IRONCIR CIRCLECJ CONSTRUCTION JOINTCL CENTERLINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITSCO CLEANOUTCOL COLUMNCONC CONCRETE / CONCENTRICCPLG COUPLINGCT CURRENT TRANSFORMERCTG COATINGDB DUCT BANKDC DIRECT CURRENTDEMO DEMOLITION / DEMOLISHDEPT DEPARTMENTDIA DIAMETERDIM DIMENSIONDIP DUCTILE IRON PIPEDWG DRAWINGDWL DOWELE EASTEA EACHECC ECCENTRICECF EQUIPMENT CONNECTION

FITTINGEF EACH FACEEL ELEVATIONELEC ELECTRICAL / ELECTRICEMH ELECTRICAL MANHOLEENGR ENGINEEREOP EDGE OF PAVEMENTEQ EQUALEQUIP EQUIPMENTES ELECTRICAL SERVICEESMT EASEMENTEW EACH WAYEST ESTIMATE / ESTIMATEDEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

F FAHRENHEITFC FAIL CLOSEDFH FIRE HYDRANTFLEX FLEXIBLEFLR FLOORFM FORCEMAINFO FAIL OPENFP&L FLORIDA POWER & LIGHTFPM FEET PER MINUTEFT FEET / FOOTFURN FURNISHEDGBV GLOBE VALVEGFI GROUND FAULT INTERRUPTERGPD GALLONS PER DAYGPM GALLONS PER MINUTEGR GRADEGRT GROUTGSKT GASKETGV GATE VALVEH HIGHHGL HYDRAULIC GRADE LINEHGR HANGERHOA HAND-OFF-AUTOHOR HORIZONTALHZ HERTZID INSIDE DIAMETERIE INVERT ELEVATIONIN INCHINSUL INSULATIONINV INVERTJB JUNCTION BOXJT FLR JOINT FILLERKW KILOWATTL LENGTHLB POUNDLF LINEAR FEETLP LIGHT POLE / LIGHTING PANELLPNG OPENINGLS LIMIT SWITCHMAS MASONRYMATL MATERIALMAX MAXIMUMMCC MOTOR CONTROL CENTERMECH MECHANICALMFR MANUFACTURERMGD MILLION GALLONS PER DAYMH MANHOLEMIN MINIMUM / MINUTEMPH MILES PER HOURN NORTHNAVD NATIONAL AMERICAN

VERTICAL DATUMN.C. NORMALY CLOSEDNE NORTHEASTNEC NATIONAL ELECTRICAL CODENEG NEGATIVENEUT NEUTRALNGVD NATIONAL GEODETIC

VERTICAL DATUMN.O. NORMALLY OPENNOM NOMINALNTS NOT TO SCALENW NORTHWESTOA OUTSIDE AIROD OUTSIDE DIAMETEROH OVERHEADOHP OVERHEAD POWEROPER OPERATOROPNG OPENING

P POWERPAR PARALLELPH PHASEPLT PLANTPLYWD PLYWOODPNL PANELPOI POINT OF INTERSECTIONPOT POINT OF TANGENCYPP POWER POLEPS PUMP STATIONPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINTPTS PRELIMINARY TREATMENT STRUCTUREPV PLUG VALVEQ FLOWQTY QUANTITYR RADIUSR/W RIGHT OF WAYRE RIM ELEVATIONREF REFERENCEREINF REINFORCE / REINFORCED / REINFORCINGREQD REQUIREDREV REVISIONRPM REVOLUTIONS PER MINUTES SOUTHSAN SANITARYSB SOIL BORINGSCH SCHEDULESE SOUTHEASTSHT SHEETSPEC SPECIFICATIONSTA STATIONSTD STANDARDSTRUC STRUCTURE / STRUCTURALSV SOLENOID VALVESW SOUTHWESTSWGR SWITCHGEARSWK SIDEWALKSYM SYMMETRICALTEL TELEPHONETEMP TEMPORARY / TEMPERATURET.O. TOP OFTS TEMPERATURE SWITCHTYP TYPICALUGT BURIED TELEPHONEUS UTILITY STATIONV VOLTSVAC VACUUM / VOLT ALTERNATING CURRENTVAR VARIABLE / VARIESVCP VENDOR CONTROL PANELVEL VELOCITYVERT VERTICALVOL VOLUMEW WESTW WIDTHW/ WITHW/O WITHOUTWB WET BULBWL WATER LEVELWM WATER MAINWSL WATER SERVICE LINEXFMR TRANSFORMERXP EXPLOSION PROOFYR YEARZS POSITION SWITCH

PER F.A.C. 62-555.314, AUGUST 28, 2003:

FOR THE PURPOSE OF THIS SECTION, THE PHRASE "WATER MAINS" SHALL MEAN MAINS,

INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY

TREATED, OR FINISHED DRINKING WATER; FIRE HYDRANT LEADS AND SERVICE LINES THAT ARE

UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF

THREE INCHES OR GREATER.

1. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR

STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER

PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS

A. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A

HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER

MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER

FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF

CHAPTER 62-610, F.A.C.

B. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A

HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN

THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED

VACUUM-TYPE SANITARY SEWER.

C. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A

HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN

THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED

GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE

CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-61 0,

F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND

GRAVITY- TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE

BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE

SEWER.

D. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A

HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER

MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED “ON-SITE SEWAGE TREATMENT AND

DISPOSAL SYSTEM" AS DEFINED IN SECT. 381.0065(2), F.S., & RULE 64E-6.002, F.A.C.

E. THE CITY OF WEST PALM BEACH'S MINIMUM HORIZONTAL SEPARATION REQUIREMENT FOR

ITEMS (a) AND (b) IS 5 FEET, PREFERABLY 10 FEET. DISTANCES LESS THAN 5 FEET MAY BE

APPROVED ON A CASE BY CASE BASIS AND MUST MEET MINIMUM REQUIREMENTS OF F.A.C.

62-555.314, AS STATED HEREIN. EXCEPTIONS LISTED IN PARAGRAPH 5 REQUIRE CITY

APPROVAL PRIOR TO INSTALLATION.

2. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM

SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES.

A. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR

PROPOSED GRAVITY- OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE

LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12

INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE.

HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

B. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR

PROPOSED PRESSURE- TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE

MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF

THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER

PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER

PIPELINE.

C. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL

LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER

PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER

PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO

THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN

VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR

PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART Ill OF CHAPTER 62-61

0, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE

SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED

WATER NOT REGULATED UNDER PART Ill OF CHAPTER 62-61 0, F.A.C.

3. SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES:

A. NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A

SANITARY SEWER MANHOLE.

B. EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO

PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE

OR INLET STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY

SENSIBLE TO COMPLY WITH THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE

ROUTING OF A WATER MAIN AND A STORM SEWER AND WHERE ALTERNATIVE ROUTING OF

THE WATER MAIN OR THE STORM SEWER IS NOT TECHNICALLY FEASIBLE OR IS NOT

ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO THIS

REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT

MANHOLES), BUT SUPPLIERS OF WATER OR PERSONS PROPOSING TO CONSTRUCT

CONFLICT MANHOLES MUST FIRST OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN

ACCORDANCE WITH PART V OF THIS CHAPTER AND MUST PROVIDE IN THE PRELIMINARY

DESIGN REPORT OR DRAWINGS, SPECIFICATIONS AND DESIGN DATA ACCOMPANYING

THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION:

1.) TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE.

2.) A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH

CONFLICT MANHOLE.

3.) ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS

SUBPARAGRAPHS (a) THROUGH (d) BELOW.

a.) EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A

FLEXIBLE, WATERTIGHT JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE

DIFFERENTIAL SETTLING BETWEEN THE MAIN AND THE MANHOLE.

b.) WITHIN EACH CONFLICT MANHOLE, THE WATER MAIN PASSING THROUGH THE

MANHOLE SHALL BE INSTALLED IN A WATERTIGHT CASING PIPE HAVING AN IMPACT

STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE.

c.) EACH CONFLICT MANHOLE SHALL HAVE A MINIMUM OF ONE ACCESS OPENING AND

SHALL BE SIZED TO ALLOW FOR EASY CLEANING OF THE MANHOLE.

d.) GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH

CONFLICT MANHOLE TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE.

4. SEPARATION BETWEEN FIRE HYDRANT DRAINS & SANITARY OR STORM SEWERS,

WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES AND ON-SITE

SEWAGE TREATMENT AND DISPOSAL SYSTEMS.

A. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED

SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED

STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER

REGULATED UNDER PART Ill OF CHAPTER 62-610, F.A.C.; AT LEAST THREE FEET, AND

PREFERABLE TEN FEET, FROM ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY

SEWER; AT LEAST SIX FEET, AND PREFERABLE TEN FEET, FROM ANY EXISTING OR

PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN,

OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Ill CHAPTER

62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED "ON-SITE

SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S.,

AND RULE 64E-6.002, F.A.C.

5. EXCEPTIONS: WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO

COMPLY WITH THE REQUIREMENTS IN PARAGRAPH (1) OR (2) ABOVE, THE DEPARTMENT

SHALL ALLOW EXCEPTIONS TO THESE REQUIREMENTS IF SUPPLIERS OF WATER OR

CONSTRUCTION PERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC JUSTIFICATION

FOR EACH EXCEPTION AND PROVIDE ALTERNATIVE CONSTRUCTION FEATURES THAT AFFORD

A SIMILAR LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE

ALTERNATIVE CONSTRUCTION FEATURES INCLUDE THE FOLLOWING:

A. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED

MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN

UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER

MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN

THE OTHER PIPELINE:

1.) USE OF PRESSURE-RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS

ASSOCIATION STANDARDS INCORPORATED INTO RULE 62-555.330. F.A.C., FOR THE

OTHER PIPELINE IF IT IS A GRAVITY OR VACUUM-TYPE PIPELINE:

2.) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER

MAIN OR THE OTHER PIPELINE: OR

3.) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR

INCHES THICK FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE.

B. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE FEET

HORIZONTALLY FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS

CROSSING ANOTHER PIPELINE AND IS BEING LAID LESS THAN THE REQUIRED MINIMUM

VERTICAL DISTANCE FROM THE OTHER PIPELINE:

1.) USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (i.e., HAVING AN IMPACT

STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE) OR

CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE OTHER WATER MAIN;

ND

2.) USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (i.e., HAVING AN

IMPACTSTRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE)

OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE OTHER PIPELINE

IF IT IS NEW AND IS CONVEYING WASTEWATER OR RECLAIMED WATER.

SPECIFIC AUTHORITY 403.861(90 FS. LAW IMPLEMENTED 403.861 (12) FS. HISTORY - NEW, 1-1-93,

FORMERLY 17-555.314, AMENDED 8-28-03.

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

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1. ALL WORK SHALL BE ACCOMPLISHED ACCORDING TO APPLICABLE

STATE, COUNTY, MUNICIPAL, AND LOCAL CODES.

2. WORK IN CONNECTION WITH UTILITY OWNED BY THE CITY OF WEST

PALM BEACH (CITY) SHALL BE IN CONFORMANCE WITH THE CITY'S

LATEST TECHNICAL SPECIFICATIONS, STANDARD CONSTRUCTION

DETAILS, AND APPROVED MATERIALS LIST (AML).

3. CONTRACTOR WILL BE RESPONSIBLE TO CONTACT ALL UTILITY

COMPANIES FOR LOCATION OF THEIR EXISTING FACILITIES. IT WILL

THEN BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THESE

FACILITIES FOR THE EXACT LOCATIONS. CONTACT SUNSHINE "811" NOT

LESS THAN 2 FULL BUSINESS DAYS AND NO MORE THAN 5 BUSINESS

DAYS PRIOR TO DIGGING. THE CONTRACTOR SHALL BE RESPONSIBLE

TO CONTACT / LOCATE OTHER UTILITIES NOT SUBSCRIBING TO

"SUNSHINE" ONE CALL "811."

4. CONTRACTOR MUST ABIDE BY "UNDERGROUND FACILITY DAMAGE

PREVENTION AND SAFETY ACT," CHAPTER 556, FLORIDA STATUTES

(F.S.). OTHER LAWS MAY ALSO AFFECT EXCAVATIONS SUCH AS,

"TRENCH SAFETY ACT," PART Ill, CHAPTER 553, F.S.; "THE GAS SAFETY

LAW OF 1967," PART 1, CHAPTER 368, F.S.; THE FEDERAL PIPELINE

SAFETY ACT; AND OSHA STANDARD 1926.651.

5. LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE

APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR

TO DETERMINE THE EXACT LOCATIONS OF THESE UTILITIES PRIOR TO

CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE

RESPONSIBLE TO VERIFY OTHER UTILITIES (NOT SHOWN ON THE

PLANS) WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE ANY

UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE ENGINEER

IMMEDIATELY AND NOTIFY THE RESPECTIVE OWNERS TO RESOLVE

UTILITY CONFLICTS AND UTILITY ADJUSTMENTS, AS REQUIRED.

6. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN OR

AROUND EXISTING CITY-OWNED UTILITIES. THE CONTRACTOR SHALL

NOTIFY THE CITY AT LEAST 2 BUSINESS DAYS IN ADVANCE OF ANY

EXCAVATION WITHIN TEN (1 0) FEET OF CITY-OWNED UTILITY SO THAT

A CITY REPRESENTATIVE MAY BE PRESENT.

7. CONTRACTOR WILL ASSUME LIABILITY FOR ANY DAMAGES SUSTAINED

OR COST INCURRED BECAUSE OF THE CONTRACTOR'S OPERATIONS IN

THE VICINITY OF EXISTING UTILITIES OR STRUCTURES. THE

CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE

APPROPRIATE UTILITY COMPANIES WHEN THEIR EXISTING FACILITIES

CONFLICT WITH THE CONSTRUCTION.

8. LIMITED SUBSURFACE EXPLORATORY INVESTIGATION OF CITY

UTILITIES WAS PERFORMED.

9. EXISTING CITY-OWNED UTILITIES WITHIN THE LIMITS OF

CONSTRUCTION ARE TO REMAIN, UNLESS OTHERWISE NOTED.

10. CONTRACTOR SHALL SUBMIT APPLICATION FOR WORK WITHIN R.O.W.

ALONG WITH THE PLANS FOR MAINTENANCE OF TRAFFIC AT THE

PRE-CONSTRUCTION MEETING. CITY OF W.P.B. APPROVAL IS REQUIRED

PRIOR TO IMPLEMENTATION. BARRICADES AND LIGHTING FOR TRAFFIC

CONTROL SHALL CONFIRM TO CURRENT EDITION OF F.D.O.T. MANUAL

ON TRAFFIC CONTROL AND SAFE PRACTICES.

11. CONTRACTOR SHALL SUBMIT ALL REQUIRED SHOP DRAWINGS FOR

CITY APPROVAL. PRIOR TO ORDERING OF MATERIALS AND/OR

INSTALLATION. THE LATEST EDITION OF CITY APPROVED MATERIALS

LIST (AML) IS INCLUDED IN THE CONTRACT DOCUMENTS.

12. CONTRACTOR PROPOSING SUBSTITUTION OF SPECIFIED MATERIALS

AFTER AWARD OF BID SHALL BE DIRECTED TO CITY

ENGINEER-OF-RECORD AND ACCOMPANIED WITH MANUFACTURER'S

DRAWINGS, SPECIFICATION AND PERTINENT DATA TO ESTABLISH

EQUIVALENCY OF THE PROPOSED SUBSTITUTION. AT THE CITY'S

OPTION, A SIGNED AND SEALED CERTIFICATION BY A FLORIDA

LICENSED ENGINEER MAY BE REQUIRED. THERE IS NO GUARANTEE

THAT APPROVAL OF SUBSTITUTE MATERIALS PROPOSED WILL BE

GRANTED.

13. EXISTING GAS MAINS WITHIN THE PROJECT LIMITS SHALL BE

RELOCATED BY OTHERS IN CONJUNCTION WITH IMPROVEMENT WORK.

14. WHEN DEWATERING IS REQUIRED, DEWATERING PUMPS SHALL BE

POWERED BY ELECTRIC DRIVEN MOTORS ONLY. THE CONTRACTOR

SHALL MAKE ARRANGEMENTS WITH FLORIDA POWER & LIGHT (FPL) TO

PROVIDE THE TEMPORARY ELECTRIC SERVICE POINTS FOR THE

DEWATERING OPERATION.

15. DEWATERING SHALL BE INCLUDED IN THE COST OF UTILITY PAY ITEMS.

16. SANITARY SEWER PAY ITEMS SHALL INCLUDE SEWAGE FLOW BY-PASS

PUMPING, ENVIRONMENTAL PROTECTION, AND PROPER HANDLING OF

SEWAGE DISCHARGE.

17. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND/OR

REMOVAL, STORAGE AND REINSTALLATION OF EXISTING ITEMS TO BE

ADJUSTED BUT NOT REPLACED. THE CONTRACTOR SHALL NOTIFY THE

CITY ENGINEER-OF-RECORD PRIOR TO COMMENCING CONSTRUCTION

IF SAID ITEMS ARE DAMAGED, MISSING, OR IN A DETERIORATED

CONDITION.

18. ALL EXISTING CITY UTILITY MARKERS WITHIN THE LIMITS OF

CONSTRUCTION SHALL BE REMOVED, STORED, AND REINSTALLED BY

THE CONTRACTOR. LOCATION TO BE DETERMINED BY THE CITY.

CONTRACTOR SHALL EXERCISE CAUTION DURING THE REMOVAL OF

EXISTING CITY UTILITY MARKERS TO PREVENT ANY UNNECESSARY

DAMAGE. UTILITY MARKERS DAMAGED BEYOND USE, AS DETERMINED

BY THE CITY REPRESENTATIVE, SHALL BE REPLACE BY CONTRACTOR

AT CONTRACTOR'S EXPENSE.

19. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT AND SUPPORT

EXISTING UTILITIES AND MAINTAIN CONTINUOUS SERVICE OF ALL

UTILITIES, SPECIFICALLY WATER AND SEWER. FOR SCHEDULED

TIE-INS/SERVICE CONNECTIONS, THE CONTRACTOR SHALL

COORDINATE WITH PRIVATE PROPERTY OWNERS OR THEIR

REPRESENTATIVE AT LEAST 7 DAYS PRIOR TO ANY SERVICE

INTERRUPTIONS. SCHEDULED TIE-INS/SERVICE CONNECTIONS SHALL

BE SCHEDULED FOR AFTER HOURS OR NIGHT TIME DURING LOW

DEMANDS (BETWEEN 1 0:00 P.M. AND 6:00 A.M.) AS REQUIRED BY THE

CITY.

20. TRENCH RESTORATION AND BACKFILL SHALL BE IN CONFORMANCE

WITH CITY REQUIREMENTS. ASSOCIATED COST SHALL BE INCLUDED IN

THE UTILITY PAY ITEMS.

21. UNLESS OTHERWISE SPECIFIED IN THE PLANS OR SPECIFICATION, THE

FOLLOWING REQUIREMENTS SHALL APPLY:

A. COMPACTION OF BACKFILL SHALL BE ACCORDING TO ASTM D1557

AND SHALL BE 98% WITHIN RIGHT OF WAY OR UNDER

STRUCTURES; 95% ALL OTHER BACKFILL. ALL FAILED DENSITY

TESTS MUST BE IMMEDIATELY REPORTED TO THE CITY.

B. UNLESS OTHERWISE SPECIFIED, FURNISH CONCRETE WITH TYPE

II PORTLAND CEMENT. ULTIMATE COMPRESSIVE STRENGTH AT 28

DAYS TO BE 3000 PSI FOR WALKS, CURBS, GUTTERS, DRIVEWAYS

AND SIMILAR CONSTRUCTION; 4000 PSI FOR ALL OTHER WORK.

UNLESS OTHERWISE SPECIFIED, MAXIMUM SLUMP SHALL BE 5".

CYLINDER TEST AND PAYMENT THEREFORE SHALL BE AS

INDICATED IN THE SPECIFICATIONS.

C. CAST-IN-PLACE CONCRETE SHALL CONFORM TO PERTINENT

STANDARDS OF THE AMERICAN CONCRETE INSTITUTE (ACI) AND

THE AMERICAN SOCIETY OF TESTING MATERIALS (ASTM).

22. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.

WELDED WIRE MESH SHALL CONFORM TO ASTM A185. BENDS AND

PLACEMENT SHALL CONFORM TO PERTINENT STANDARDS OF ACI AND

ASTM.

23. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A MINIMUM

CHAMFER.

24. ALL STORM, SANITARY, WATER OR FORCE MAIN PIPE SHALL BE LAID IN

A CLEAN, DRY TRENCH. DE-WATERING AS REQUIRED SHALL BE AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL MAKE ALL

INSTALLATION PURSUANT TO THE FLORIDA TRENCH ACT. DISCHARGE

WATER SHALL NOT BE DIRECTED THROUGH THE PIPE BEING LAID.

25. REFER TO THE CITY OF WEST PALM BEACH CODE OF ORDINANCES,

CHAPTER 90-UTILITIES, ARTICLE IV - SEWERS AND SEWAGE DISPOSAL,

FOR GREASE, OIL AND SAND SEPARATOR REQUIREMENTS.

26. ALL ELEVATIONS ARE NAVD 88 UNLESS OTHERWISE NOTED.

GENERAL NOTES GENERAL NOTES (cont.)

A. WASTEWATER FORCE MAINS

1. ALL WASTEWATER FORCE MAIN PIPE AND FITTINGS SHALL BE COLOR CODED OR

MARKED USING GREEN AS A PREDOMINANT COLOR. UNDERGROUND PLASTIC PIPE

SHALL HAVE A CO-EXTRUDED GREEN EXTERNAL SKIN OR SHALL BE WHITE OR BLACK

PIPE WITH GREEN STRIPES INCORPORATED INTO, OR APPLIED TO, THE EXTERNAL PIPE

WALL.

2. UNDERGROUND METAL OR CONCRETE PIPE SHALL HAVE GREEN STRIPES APPLIED TO

THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE SHALL HAVE

CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE

LOCATED AT NO GREATER THAN 180-DEGREE INTERVALS AROUND THE PIPE AND THAT

WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR

PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR

PAINT SHALL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS

OF THE PIPE AND THAT IS LOCATED ALONG BOTH SIDES.

3. ALL ABOVEGROUND WASTEWATER FORCE MAINS SHALL BE PAINTED SOLID GREEN.

4. GREEN WARNING TAPE WITH "WASTEWATER" PRINTED ON THE TAPE SHALL BE PLACED

IN THE TRENCH DURING BACKFILL OF THE WASTEWATER PIPE, A VERTICAL DISTANCE

OF 18" ABOVE THE CROWN OF THE PIPE.

5. INSTALL METALLIC TRACING WIRE OR LOCATING TAPE ON THE TOP OF ALL PVC PIPE

FOR FUTURE LOCATING PURPOSES.

B. WASTEWATER GRAVITY SEWERS

1. ALL PVC GRAVITY SEWER LINE, FITTINGS, AND LATERALS WITHIN THE PUBLIC RIGHT OF

WAY SHALL BE GREEN IN COLOR.

2. NO COLOR CODING OR IDENTIFICATION MARKINGS ARE REQUIRED ON VITRIFIED CLAY

PIPE. METAL OR HDPE GRAVITY SEWER LINES SHALL HAVE AN INTEGRAL GREEN

STRIPE OR PAINTED STRIPE TO IDENTIFY THE PIPE. THE INTEGRAL STRIPE OR PAINT

SHALL BE PERMANENTLY AFFIXED TO EACH SIDE OF THE PIPE, 180" APART AND BE

APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE.

PROJECT CLOSEOUT REQUIREMENTS

1. FINAL LAMPING AND T.V. INSPECTION OF SANITARY GRAVITY SYSTEMS MAIN

AND LATERALS AND STORMWATER SYSTEMS TO BE MADE BY CONTRACTOR

UPON COMPLETION OF SYSTEMS. MANDREL SHALL BE PULLED THROUGH

PIPE PRIOR TO T.V. INSPECTION. A COPY ON DVD OF THE T.V. INSPECTION

WITH VOICE-OVER SHALL BE SUBMITTED WITH FINAL AS-BUILTS.

2. ALL AS BUILT MEASUREMENTS & ELEVATIONS TO BE MADE BY A LICENSED

LAND SURVEYOR.

3. CONTRACTOR SHALL PROVIDE ALL AS-BUILTS WITH FP&L POWER SUPPLY

SHOWN, FROM SOURCE TO METER.

4. WARRANTY - ALL MATERIALS & EQUIPMENT TO BE FURNISHED AND/OR

INSTALLED BY THE CONTRACTOR SHALL BE WARRANTED FOR A MINIMUM

PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF

AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. UPON

RECEIPT OF NOTICE FROM THE CITY OF FAILURE OF ANY PART OF THE

WARRANTED EQUIPMENT OR MATERIALS DURING WARRANTY PERIOD, THE

AFFECTED PART, PARTS OR MATERIALS SHALL BE PROMPTLY REPLACED BY

THE CONTRACTOR WITH NEW PARTS OR MATERIALS AT NO EXPENSE TO

THE CITY. IN THE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY

REPLACEMENT OR REPAIRS IMMEDIATELY AFTER NOTIFICATION, THE CITY

MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE CONTRACTOR.

5. CONTRACTOR SHALL PREPARE AND PROVIDE ALL AS-BUILT RECORD

DRAWINGS (PARTIAL & FINAL) AS REQUIRED FOR RELEASE AND

ACCEPTANCE OF NEW SYSTEM BY THE PBC HEALTH DEPARTMENT AND AS

SPECIFIED PER CONTRACT DOCUMENTS. AS-BUILT DRAWINGS, SIGNED AND

SEALED BY EITHER A CERTIFIED REGISTERED LAND SURVEYOR OR

LICENSED PROFESSIONAL ENGINEER.

6. FINAL ACCEPTANCE OF CITY WATER AND SEWER INSTALLATION SHALL BE

PREDICATED UPON RECEIPT OF AS-BUILT DRAWINGS, SIGNED AND SEALED

BY EITHER A CERTIFIED REGISTERED LAND SURVEYOR OR LICENSED

PROFESSIONAL ENGINEER. RECORD DRAWING REQUIREMENTS ARE

SPECIFIED IN THE CONTRACT DOCUMENTS.

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

IDENTIFICATION AND COLOR OF PIPE & FITIINGS

STANDARD WATER & SEWER SEPARATION (cont.)

STANDARD WATER & SEWER SEPARATION (cont.)

CIVIL / SURVEY SYMBOLS

CATV BOX

CATV MH

ELEC BOX

ELEC MH

ELEC POWER POLE

ELEC VAULT

GAS METER

GAS MH

GAS VALVE

BUSH

ROCK

STUMP

DECIDUOUS TREE

CONIFEROUS TREE

BOLLARD

BORING

MAILBOX

MONITORING WELL

PIEZOMETER WELL

POTHOLING

RAIL GATE

RAIL SIGNAL

RAIL SIGN

SSWR CLEANOUT

SSWR MH

STORM AREA DRAIN

STORM CATCH BASIN

STORM CURB INLET

STORM DRAIN INLET

STORM DRAIN INLET ROUND

STORM MH

STORM CLEANOUT

SURVEY FOUND BENCHMARK

SURVEY FOUND CUT CROSS

SURVEY FOUND HUB & TACK

SURVEY FOUND IRON PIN

SURVEY FOUND LEAD & TACK

SURVEY FOUND MONUMENT

SURVEY FOUND NAIL & TAG

SURVEY FOUND REBAR & CAP

SURVEY FOUND RR SPIKE

SURVEY SET BENCHMARK

SURVEY SET CUT CROSS

SURVEY SET HUB & TACK

SURVEY SET IRON PIN

SURVEY SET LEAD & TACK

SURVEY SET MONUMENT

SURVEY SET NAIL & TAG

SURVEY SET REBAR & CAP

SURVEY SET REBAR

SURVEY SET RR SPIKE

TELEPHONE BOX

TELEPHONE MH

TELEPHONE POLE

TELEPHONE VAULT

LANDSCAPE

MISCELLANEOUS

RAIL

GAS

CATV

ELECTRICAL

SANITARY

SEWER

STORM WATER

SURVEY

SURVEY FOUND REBAR

UTILITY BOX

UTILITY GUY WIRE

UTILITY POLE

UTILITY POLE STREET LIGHT

UTILITY VAULT

WATER BFP

WATER HOSE BIBB

WATER HYDRANT

WATER ICB

WATER ICV

WATER METER

WATER MH

WATER VALVE

WATER VAULT

WATER

UTILITY

TELEPHONE

PIPI

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SHEET

EQUIPMENT

CONNECTION FITTING

M

FLEXIBLE METAL HOSE

ELBOW UP

TEE UP

ELBOW DOWN

LATERAL UP

LATERAL DOWN

TEE DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

FLANGED JOINT

2D DOUBLE LINE

WELDED JOINT

2D SINGLE LINE

UNION

VALVESMECHANICAL PIPE AND FITTINGS

PLAIN OR GROOVED END

MECHANICAL COUPLING

MECHANICAL JOINT

SLEEVE TYPE

MECHANICAL COUPLING

RESTRAINED SLEEVE

TYPE MECHANICAL

COUPLING

FLANGED COUPLING

ADAPTER

RESTRAINED FLANGED

COUPLING ADAPTER

GROOVED END

ADAPTER FLANGE x FLANGE

ELASTOMER AND FABRIC

EXPANSION JOINT

EXPANSION JOINT (SEE

SPECS FOR TYPE)

PUSH ON OR BALL AND

SOCKET JOINT

OR

3D DOUBLE LINE

SCHEMATIC

OR 2D

ELEVATION

THREE WAY VALVE

GATE VALVE

(FLANGED)

PLUG VALVE

(GEAR OPERATOR)

PLUG VALVE

(LEVER HANDLE)

BALL VALVE (THREADED)

BALL VALVE (FLANGED)

DOUBLE LEAF CHECK

VALVE

CHECK VALVE

GAUGE OR ROOT

VALVE

KNIFE GATE VALVE

PRESSURE AND

VACUUM RELIEF VALVE

VACUUM RELIEF VALVE

PRESSURE RELIEF

VALVE

GATE VALVE

(THREADED)

BUTTERFLY VALVE

(LUGGED/WAFER)

BUTTERFLY VALVE

(AWWA W/ HANDWHEEL

ACTUATOR)

DIAPHRAGM VALVE

(FLANGED)

DIAPHRAGM VALVE

(THREADED)

PUMP DISCHARGE

VALVE

IN-LINE, SPRING LOADED

RELIEF VALVE

PRESSURE REGULATING

VALVE

BACK PRESSURE

REGULATING VALVE

DIAPHRAGM OPERATED

VALVE

PRESSURE BALANCE

OPERATED VALVE

MOTOR OPERATED

VALVE

PISTON OPERATED

VALVE

SCHEMATIC

OR 2D

VALVE TYPEVALVE TYPE

TEE (PLAN)

ELBOW (PLAN)

LATERAL (PLAN)

BLIND FLANGE OR CAP

ANY, DESIGNATES TYPE)

UTILITY STATION (LETTER, IF

MISCELLANEOUS DEVICES

A

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WEST PALM BEACH, FL 33401

·

·

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BACKFLOW for LIFT STATION WATER SERVICE PIPE SUPPORT DETAIL

FALL PROTECTION GRATE

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SCALE IN FEET

0 5 10

LIFT STATION 53 - DEMOLITION PLAN

SCALE: 1" = 5'

DEMOLISH UNDERGROUND PROPANE TANK, PIPING AND

METER. UNDERGROUND PROPANE PIPING NOT LOCATED. SIZE

OF TANK UNDETERMINED. SEE NOTES 1, 2 & 3 THIS SHEET.

A COPY OF WORK ORDER FOR REMOVAL OF PROPANE TANK

IS REQUIRED. A SEPARATE GAS PERMIT IS REQUIRED.

DEMOLISH BUILDING, GENSET AND ELECTRICAL

SEE NOTES 1 & 2, THIS SHEET

DEMOLISH 20 LF

SIDEWALK

DEMOLISH TWO 4" DIP

SUCTION PIPES

C EL. -0.6

EXISTING MANHOLE

I.E. -3.52

SHALL REMAIN IN SERVICE UNTIL NEW

LIFT STATION IS OPERATIONAL. SEE P-102

FOR MODIFICATIONS TO THIS MANHOLE.

TEMPORARY BENCHMARK

SET MAG NAIL & WASHER

"TRAV PT. LB 6852"

ELEVATION=13.84'

N 879527.54', E 958559.60'

FOUND 5/8" IRON ROD

DEMOLISH TREE AND

REMOVE ROOTS

DEMOLISH UNDERGROUND

ELECTRIC

SEE ELECTRICAL DRAWINGS

DEMOLISH

3

4

" COPPER WATER SERVICE LINE & BACK FLOW PREVENTER.

KEEP BACK FLOW PREVENTER FOR REINSTALLATION

6

"

F

M

DEMOLISH EXISTING PUMPOUT AFTER NEW

STATION IS IN SERVICE. SEE NOTE ON SHEET P-104.

42ND STREET

60' R/W PER PLAT

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SHEET

PRIME CONSULTANT

SITE PLAN DESIGN SUBCONSULTANT1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

CERTIFICATE OF AUTHORIZATION NO.00002602

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EXIST. WATER METER TO REMAIN

SAW CUT, TYP.

DEMOLITION NOTES:

1. DEMOLISH 8.5’ X 20’ REINFORCED CONCRETE

GENERATOR/ELECTRICAL BUILDING IN ITS ENTIRETY,

INCLUDING GENERATOR AND ELECTRICAL EQUIPMENT, WIRING,

CONDUIT, PIPING, WALLS, GENERATOR BASE, ROOF, STEPS

AND FLOOR SLAB IN ACCORDANCE WITH SPECIFICATION

SECTION 02 40 00. BACKFILL SHALL BE SANDY MATERIAL FREE

OF ROCK, STONES, ORGANIC MATERIAL, ASPHALTIC

CONCRETE, CLAY, CONCRETE, BOULDERS AND OTHER

DELETERIOUS MATERIAL COMPACTED TO A DENSITY OF NOT

LESS THAN 98% THE MAXIMUM DRY DENSITY AS DETERMINED

BY OF AASHTO METHOD T-180 IN LIFTS NOT EXCEEDING 8

INCHES.

2. BUILDING FLOOR SLAB IS APPROXIMATELY 30 INCHES BELOW

EXISTING GRADE.

3. EXISTING IRRIGATION SYSTEM TO BE REMOVED AND REPLACED

AS NEEDED TO PERFORM WORK.

4. EXISTING PIPES AND VALVES SHALL BE RESTRAINED BEFORE

ANY FORCE MAIN IMPROVEMENTS ARE PERFORMED. 20 LF OF

EXISTING FM AND 30 LF OF EXISTING WM WITHIN ACTIVE

CONSTRUCTION AREA SHALL BE RESTRAINED AS SHOWN.

5. CONTRACTOR SHALL PROVIDE ALL TEMPORARY PIPES AND

FITTINGS REQUIRED FOR TESTING AND TEMPORARY

CONNECTIONS TO FACILITATE PHASING.

6. EXISTING FORCE MAIN SEGMENT TO EXISTING PUMP STATION

SHALL BE SUPPORTED AND KEPT IN SERVICE AS NEEDED UNTIL

PROPOSED PUMP STATION AND NEW FORCE MAIN SEGMENT IS

PLACED INTO SERVICE.

PROPANE TANK DEMOLITION NOTES:

1. PROPANE TANK DEMOLITION SHALL BE ACCOMPLISHED BY

LICENSED LP GAS CONTRACTOR IN ACCORDANCE WITH F.S.

CHAPTER 527, F.A.C. 5F-11 AND NFPA CHAPTERS 54 AND 58.

2. PROPANE TANK CAPACITY IS NOT KNOWN. FIELD GAUGE

INDICATES APPROXIMATELY 80% FULL.

3. CONTRACTOR SHALL REMOVE ALL PROPANE FROM TANK AND

PURGE WITH NITROGEN GAS PRIOR TO REMOVAL OF TANK.

1505 42ND ST.

EX. 6' UTILITY EASEMENT

EX. SIDEWALK

8

"

S

A

N

10" S

AN

10" SAN

I.E.2.36

8" SAN

I.E. 7.91

C R/W

L

P

H

O

T

O

3

P

H

O

T

O

2

PHOTO 1

4300 BROOKS AVE.

EX. SIDEWALK

PHOTO 1

PHOTO 2

PHOTO 3

4" STUB

I.E. 9.87

CONTRACTOR SHALL VERIFY IF

IN USE. IF NOT IN USE, CUT STUB

FLUSH WITH MANHOLE WALL

AND SEAL WITH WATERPROOF

NON-SHRINK MORTAR.

EXISTING

EASEMENT

LIMITS

CONTRACTOR SHALL PROTECT UNDERGROUND

TELEPHONE FROM DAMAGE DURING CONSTRUCTION

R/W

R/W

3

4

" WATER SERVICE LINE (COPPER).

SHIFT/MOVE AS NEEDED DURING

CONSTRUCTION TO PREVENT DAMAGE.

6

"

F

M

L

8" WM

8"

WM

LIFT STATION 53 - RECORD DRAWING*

NO SCALE

*NOTE:

ELEVATIONS SHOWN ON RECORD DRAWING ARE

IN NGVD29. NGVD29 - 1.56 = NAVD88 ELEVATION.

Entrance

Tube

Lifting

Hook

An

od

e

An

od

e

8'-2

"

Pumping Station

7'-0" dia.

Pumping Station

DEMOLISH APPROX. 19 LF OF EXIST. FENCE.

COORDINATE WITH PROPERTY OWNER AND

INSTALL TEMPORARY FENCE

EXIST. FH TO BE RELOCATED. SEE SHEET CU-102.

30 LF

2

0

L

F

SEE NOTE 4. APPLIES TO WM & FM

DEMOLISH EXISTING AFTER NEW PUMP STATION IS OPERATIONAL

1

1

1

CHANGED TO MEET PLUMBING PLAN

REVIEW COMMENTS DATED 9/25/17.

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SCALE IN FEET

0 5 10

LIFT STATION 53 - PROPOSED SITE PLAN

SCALE: 1" = 5'

6

"

F

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42ND STREET

8

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

PRIME CONSULTANT

SITE PLAN DESIGN SUBCONSULTANT1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

CERTIFICATE OF AUTHORIZATION NO.00002602

PRO

POSE

D S

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PL

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N 5

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JEC

T #

1186

7238

C-102

07 31

AS S

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6/11

/201

7

C102

-LS

53.d

wg

PHIL

LIP

R. D

OVE

R, P

E. F

L PE

498

58

1

0/13

/17

PRD

REV

ISED

BAC

KFLO

W P

REV

ENTE

R N

OTE

S

C R

/W

L

4" STUB

8" WM

8"

WM

EXISTING

3

4

" COPPER WATER SERVICE

REINSTALL METER IN NEW BOX (SEE P-103)

BACK FLOW PREVENTER (SEE NOTE 7)

1'

SLAB CORNER EL. 14.60

N: 879564.10

E: 958550.19

SLAB CORNER EL. 14.56

N: 879576.55

E: 958534.50

SLAB CORNER EL. 15.67

N: 879597.96

E: 958553.32

SLAB CORNER EL. 15.67

N: 879584.76

E: 958568.34

N: 879599.08

E: 958554.31

CONSTRUCT NEW FENCE

POST AND TIE TO NEW FENCE

N: 879599.91

E: 958555.71

EXISTING CHAIN LINK FENCE

6' BLACK VINYL CHAIN

LINK FENCE (TYP)

UTILITY EASEMENT

P

L

UTILITY EASEMENT

6'

CONSTRUCT NEW FENCE POST AND

TIE TO EXISTING CHAIN LINK FENCE

EXISTING CHAIN LINK FENCE

29

.5

'

1'

CONTROL PANELS

1505 42ND STREET

PCN 74434305010120080

4300 BROOKS AVE.

PCN 74434305010120090

0.5' (TYP)

UTILITY

EASEMENT

ROW

16'-0"

50' MILL AND

OVERLAY

50' MILL AND

OVERLAY

C D

RIV

EW

AY

L

N: 879563.58

E: 958520.12

N: 879564.91

E: 958525.28

N: 879553.41

E: 958532.47

N: 879558.31

E: 958532.79

EL. 13.73

EL. 13.73

CONTRACTOR SHALL PROVIDE

MAINTENANCE OF TRAFFIC

FOR ALL WORK IN STREET.

BORING B-2

(SEE GEOTECH REPORT)

10'-0"

I.E. 2.26

3' 3'

1

2

" EXPANSION

JOINT (TYP)

SLAB CORNER

EL. 14.79

N: 879569.38

E: 958544.18

SLAB CORNER

EL. 14.73

N: 879568.63

E: 958543.52

5' DOUBLE CHAIN LINK GATE (BLACK VINYL)

DRIVEWAY/SLAB JOINT

EL. 14.75

EDGE OF NEW 6" SIDEWALK

MATCH EXISTING EL.

EXTEND DRIVEWAY TO SLAB EDGE JOINT

1

2

" EXP. JT.

(TYP)

1

2

" EXP.

JOINT (TYP)

EL. 15.12

EL.

15.32EL. 15.12

14

'-0

"

2% TYP.

2% TYP.

EL. 15.87

FINISHED GRADE EL. 15.50

IN PLANTER AREA

NEW WETWELL, 6'Ø

TOP EL. 15.25

CENTER

N: 879573.03

E: 958551.38

I.E.

2.20

ALIGN JOINT

W/ DRIVEWAY

1

1

2

" PVC SLEEVE FOR

3

4

"

COPPER WATER SERVICE

PLANTER AREA

CONNECT TO EXISTING FM

SEE SHEETS P-102 & P-103

CENTERLINE EL. 9.75'

N: 879539.45

E: 958540.35

17 LF 8" DIP GRAVITY MAIN (SEE PROCESS SHEETS)

EDGE OF NEW 6" SIDEWALK

MATCH EXISTING EL. (SEE STD. DETAIL GC-1)

FOUND

5

8

" IRON ROD

REPLACE BY PLS

N: 879563.09

E: 958549.30

6" (TYP)

0.5'

PLANTER FINISH GRADE 15.50

SLAB CORNER EL. 15.67

SLOPE 3.9%

1

2

" CONST. JOINT

ROW (CURVED)

5' VEHICLE GATE

EL. 14.53

SLOPE 2%

(SIDEWALK

ONLY)

33'

SIDEWALK

SLOPE

(DRIVEWAY ONLY)

MATCH EXIST. EL. OF 42ND ST.

SECTION

SCALE: 1" = 5'

1

C-1

02

C-1

02

2

C-102 C102

SLOPE 2%SLOPE 2%

6' BLACK VINYL CHAIN LINK FENCE

6' CHAIN LINK FENCE

6' BLACK VINYL CHAIN LINK FENCE

10.75' 9.25'

EL. 15.32

EL. 15.32

EL. 15.12

6" (TYP)

*SEE PROCESS SHEETS FOR PIPING.

EXIST. 4' SIDEWALK

0.5' 0.5'

1'

0.5

'

PLANTER AREA 1' X 8'

C

L

30' (TYP)

DOUBLE RPMS BI-DIRECTIONAL

AMBER/AMBER 8 REQ'D

6" DOUBLE YELLOW THERMOPLASTIC

STRIPING TO MATCH EXISTING STRIPING

TEMPORARY BENCHMARK #1

TEMPORARY BENCHMARK #2

BENCHMARKS:

TEMPORARY BENCHMARK #1

SET MAG NAIL & WASHER

"TRAV PT. LB 6852"

ELEVATION = 13.77'

N 879580.81', E 958498.24'

TEMPORARY BENCHMARK #2

SET MAG NAIL & WASHER

"TRAV PT. LB 6852"

ELEVATION=13.84'

N 879527.54', E 958559.60'

1

2

" EXPANSION JOINT

1

C-102 C-102

SECTION*

SCALE: 1" = 5'

2

C-102 C-102

FOR SUBGRADE REQUIREMENTS, SEE

SHEET S-001, GENERAL NOTES 7, 8 & 9.

14 %

4.4 %

EL. 14.45

STA 42+50 EL. 13.40

EXIST. 8" WM

HEADER CURB,

SEE STD.

DETAIL GC-3

NEW 6" FH

EXTENSION

TOP EL. 11.45

SEE STD. DETAILS GC-5 & GC-9

TEST HOLE 3

TEST HOLE 4

NOTES:

1. FORCE MAIN AND GRAVITY PIPING, FITTINGS AND WETWELL ARE

SHOWN SCHEMATICALLY ON SITE PLAN. SEE PROCESS SHEETS

FOR SIZE, ELEVATION, PIPING COORDINATES AND OTHER DETAILS.

2. SEE STANDARD DETAILS FOR SIDEWALK, DRIVEWAY AND

ROADWAY CONSTRUCTION.

3. INSTALL WATER METER IN METER BOX WITHIN PLANTER AREA.

EXTEND ¾” WATER SERVICE UNDER SLAB AND UP THROUGH 1

½” PVC SLEEVE. CAULK BETWEEN SLEEVE AND WATER SERVICE

WITH BUTYL SEALANT. REPLACE BACKFLOW DEVICE AND

SUPPORT PER DETAIL ON SHEET G-004.

4. CHAIN LINK FENCE W/ALL PARTS, INCLUDING POSTS & HARDWARE

TO BE THERMALLY FUSED VINYL COATING OVER GALVANIZED

STEEL. FABRIC TO BE KNUCKLED TOP AND BOTTOM.

5. EXISTING FIRE HYDRANT SHALL BE RELOCATED WHERE SHOWN

PER STANDARD DETAIL P-8. INSTALL 30 LF 6” RJ CL 52 DIP AND

6” RJ ELBOW BEHIND EXISTING HYDRANT VALVE. INSTALL

CONCRETE VALVE COLLAR PER STANDARD DETAIL P-1.

6. A SEPARATE PERMIT IS REQUIRED FOR BACKFLOW DEVICES.

7. NEW BACKFLOW PREVENTER SHALL CONFORM TO CITY'S CROSS

CONNECTION CONTROL MANUAL, LATEST EDITION.

RELOCATE EXIST. FH

N: 879578.46

E: 958521.65

6" DIP

18" MIN. CLEARANCE

ED

GE

O

F P

AV

EM

EN

T

TRANSITION 4' TO 5'

5'

1

1

1

1

1

CHANGED TO MEET PLUMBING PLAN

REVIEW COMMENT DATED 9/25/17.

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SCALE IN FEET

0 5 10

10' WIDE CONCRETE

ACCESS DRIVE

(SEE STRUCTURAL DETAIL)

6' BLACK VINYL FENCE

EXISTING 6" FM

LIFT STATION 53 - PROPOSED LANDSCAPE PLAN

SCALE: 1" = 5'

6' DOUBLE CHAINLINK GATE

EXISTING SIDEWALK

6

"

F

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8

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

PRO

POSE

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EXISTING SIDEWALK

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12

CES

Plant and Materials List

SPECIFICATIONSYM ITEM QTY

SILVER BUTTONWOOD

CONOCARPUS ERECTUS SERICEUS 2CS 12' HT. X 6' SPR., 5' C.T.,

SINGLE STRAIGHT TRUNK, MATCHED

CONFEDERATE JASMINE

TRACHELOSPERMUM JASMINOIDES 26TRA2 3 GAL., 3.5 HT., 4' HT. TRELLIS

6 RUNNERS MIN., TRAIN ON FENCE

MULCH TBDMUL1 ECO-RED

3" DEEP SEE SPECS.

PLANTING SOIL TBDSOIL PER PLANTING SPECIFICATIONS

ST. AUGUSTINE FLORATAM SOD

STENOTAPHRUM SEC. 'FLORATAM' TBDSOD FRESH SOLID SOD

REPAIR / REPLACE AS NECESSARY

PER FFL & SPECIFICATIONS

FERTILIZER TBDFERT PER PLANTING SPECIFICATIONS

19

TRA2

12

CES

2

CS

7

TRA2

SOD

PHOTOSCREEN HEDGE (TRA2)

EXISTING MAHOGANY 18" CAL.

TREE (TO BE REMOVED)

** CATEGORY 2 TREES

EXISTING SOIL.

MIN. 3" MULCH,1" ATOP ROOTBALL,SEE SPECS.

6" BERM TO HOLD WATER.

NOT TO SCALE

TYPICAL

UP TO 2.5" CAL.

SMALL TREE PLANTING DETAIL

TRUNK FLAIR AND/OR FIRST HORIZ. ROOT SHALL BE

VISIBLE. ROOT BALLS PLANTED AT OR SLIGHTLY ABOVE

FINISH GRADE.

2-PLY REINFORCED RUBBER OR PLASTIC

HOSE. - MIN. 3/4" DIA., WRAPPED ABOVE

FIRST BRANCHES. #12 GALV. GUY WIRES

(MIN. 3 PER TREE)

2" x 2" x 7' WOOD STAKES EQUALLY SPACED

AROUND TREE. POUNDED 24" BELOW GRADE.

FOLD BACK BURLAP, EXPOSE THE TOP 1/3

OF PLANTING BALL.

BACKFILL W/ PLANTING SOIL MIX.

PLANTING HOLE TO BE 3X DIA. OF ROOT BALL

PLACE PLANTING BALL ON EXISTING SOIL

SO TREE WILL NOT SETTLE.

MIN. 3" MULCH, 1" ATOP ROOTBALL, SEE SPECS.

3" BERM TO HOLD WATER.

EXISTING SOIL.

NOT TO SCALE

3"3"

3"

SHRUB & GROUNDCOVER PLANTING DETAIL

ROOT BALLS PLANTED SLIGHTLY

ABOVE FINISH GRADE.

TYPICAL

PLANTING HOLE TO BE 3X

DIA. OF ROOT BALL

BACKFILL W/ PLANTING SOIL

MIX IN SHRUB BEDS.

PLACE PLANTING BALL ON

EXISTING SOIL/LEVEL SOIL SO

SHRUB WILL NOT SETTLE.

FOLD BACK BURLAP, EXPOSE THE TOP

1/3 OF PLANTING BALL.

MIN. DEPTH OF CONTINUOUS PLANTING

SOIL TO BE POT DEPTH + 3" IN GROUND

COVER BEDS.

EXISTING CHAIN LINK FENCE

SILVER BUTTONWOOD

CONOCARPUS ERECTUS SERICEUS 24CES 7 GAL., 36" HT. X 30" SPR.,

FULL TO BASE, 30" O.C.

LIMIT OF NEWSOD

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

R

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SCALE IN FEET

0 5 10

6' BLACK VINYL FENCE

LIFT STATION 53 - PROPOSED IRRIGATION PLAN

SCALE: 1" = 5'

6' DOUBLE CHAINLINK GATE

EXISTING SIDEWALK

6

"

F

M

42ND STREET

8

" G

M

10" G

M

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ALE

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

PRO

POSE

D IR

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PL

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630

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NE

VILL

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EXISTING SIDEWALK

C R

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L

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INSTALL RAINBIRD #ESP4ME CONTROLLER

ON ELECTRICAL RACK PER EQUIPMENT

LAYOUT BY OTHERS.

REPAIR ANY DAMAGE TO EXISTING IRRIGATION

SYSTEM(S) AS REQUIRED FOR COMPLETE

COVERAGE OF ANY PRIVATE IRRIGATION

1"

3

4

"

1"

3

4

"

3

4

"

3

4

"

1"

INSTALL RAINSWITCH ON TOP OF

FENCE TO CODE

RUN 3 #12 AW. IRRIGATION WIRES IN A MIN.

3

4

" SCH.

40 GRET CONDUIT FROM CONTROLLER TO ZONE

VALVE PIPED UNDER LATERAL SPRINKLER LINE

TAP WATER SERVICE AFTER METER. INSTALL A 1"

REDUCED PRESSURE BACKFLOW ON A

GALVANIZED STEEL MANIFOLD TO CODE AND A 1"

IRRITROL 700 SERIES ZONE VALVE

JET/SLEEVE EXISTING SIDEWALK WITH

1-1/4" SCH. 40 PVC

1-1/2" SCH. 40 PVC SLEEVE X 24" DEEP

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

STR

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7

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

ALL ANCHOR BOLTS

INSTALLATION

CONTINUOUS

PERIODIC

TYPE

STEEL

REINFORCING

-

-

-

WEDGE AND ADHESIVE ANCHOR

INSTALLED

3.

2.

ITEM DESCRIPTION

BOLTS

-1. CONCRETE

IN CONCRETE

REINFORCING STEEL PLACEMENT IN

FOUNDATIONS AND SLABS-ON-GRADE

CONTINUOUS

CONTINUOUS

STRUCTURAL CONCRETE

INSPECTION

IF A BUILDING PERMIT IS REQUIRED AND IN ACCORDANCE WITH FBC 2014 AND PALM

BEACH COUNTY ORDINANCES, THE FOLLOWING TYPES OF WORK REQUIRE INSPECTION.

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

1. SCOPE

THE STRUCTURAL NOTES AND STRUCTURAL DETAILS ARE GENERAL AND APPLY TO THE ENTIRE PROJECT

EXCEPT WHERE SPECIFICALLY INDICATED OTHERWISE.

2. APPLICABLE CODES AND SPECIFICATIONS

CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBC) WITH LATEST

REVISIONS, WHICH SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE LOCAL CODES OR THE

FOLLOWING NOTES ARE MORE RESTRICTIVE. CONSTRUCTION SHALL ALSO BE IN ACCORDANCE WITH

THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION AND FDOT DESIGN STANDARDS (LATEST EDITION OF FDOT INDEXES).

3. DIMENSIONS

STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO TEMPORARY EQUIPMENT OR ACCESSORIES

SHALL BE VERIFIED AS ADEQUATE BY BC, THE OWNER AND THE CONTRACTOR PRIOR TO CONSTRUCTION.

ANY DISCREPANCY SHALL BE REPORTED TO THE ENGINEER AND WORK AFFECTED BY DISCREPANCY

SHALL NOT PROCEED UNTIL DISCREPANCY HAS BEEN RESOLVED.

4. PROVISIONS FOR EQUIPMENT

EQUIPMENT SUPPORTS, ANCHORAGES, WALL AND SLAB OPENINGS AND RECESSES NOT SPECIFICALLY

SHOWN ON THE STRUCTURAL DRAWINGS BUT REQUIRED BY OTHER DRAWINGS OR THE EQUIPMENT

MANUFACTURER, SHALL BE PROVIDED AS REQUIRED.

5. CONSTRUCTION LOADS

STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES. DURING

CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHENEVER

EXCESSIVE CONSTRUCTION LOADING MAY OCCUR.

6. DESIGN LOADS

DEAD LOAD:

WEIGHT OF BUILDING COMPONENTS INCLUDING FIXED SERVICES

LIVE LOAD:

HATCH: AASHTO H 20 TRUCK (INCIDENTAL H-20 OR OFF EDGE OR ROAD LOADING FOR ALUMINIUM)

UNRESTRICTED VEHICULAR AREAS INCLUDING WET WELL: AASHTO H 20 TRUCK

WIND LOAD:

ULTIMATE WIND SPEED OF 170 MPH WITH A RISK CATEGORY OF II, EXPOSURE C

THE PROJECT SITE IS WITHIN A "WIND-BORNE DEBRIS REGION".

7. STRUCTURAL/SUBGRADE PREPARATION

CONCRETE SLAB ON GRADE SHALL BE CUT INTO TOP OF EXISTING GRADE DEPENDING ON FINAL

CONDITIONS. SUBGRADE IMPROVEMENT IS REQUIRED AND SHALL BE ACHIEVED USING HAND OPERATED

MECHANICAL TAMPERS.

8. GEOTECHNICAL

GEOTECHNICAL CRITERIA FOR THIS PROJECT IS BASED ON THE GEOTECHNICAL ENGINEERING SERVICES

REPORT, “DESIGN SERVICES FOR LIFT STATIONS 52 AND 53” BY RADISE INTERNATIONAL, L.C. DATED JUNE

2, 2016.

ALLOWABLE BEARING PRESSURE = 2000 PSF

MODULUS OF SUBGRADE REACTION = 200 PCI

LATERAL EARTH COEFFICIENTS: ACTIVE: 0.361 PASIVE: 2.77 AT REST: 0.53

9. BACKFILL/SUBBASE

ALL STRUCTURES SHALL BEAR ON 6” (MIN) OF CLASS A1 FILL COMPACTED TO 95% OF THE MAXIMUM DRY

DENSITY CONFORMING TO ASTM D 1557.

BACKFILL SHALL BE PLACED IN 6” LIFTS AND COMPACTED WITH HAND OPERATED MECHANICAL TAMPERS

TO 95% OF THE MAXIMUM DRY DENISTY CONFORMING TO ASTM D 1557.

10. DEWATERING

NOTE THAT GROUND WATER WAS OBSERVED AT ELEVATION 5.5 FEET BELOW EXISTING GRADE AT THE

TIME OF GEOTECHNICAL INVESTIGATION. ALL EXCAVATIONS SHALL BE PROTECTED FROM FLOODING

AND GROUND WATER SHALL BE MAINTAINED A MINIMUM OF 2 FEET BELOW BOTTOM OF EXCAVATION.

STRUCTURAL GENERAL NOTES

1. CODE

CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE (ACI-318).

2. STEEL REINFORCING DETAILING

ALL DETAILING, FABRICATION, AND ERECTION OF STEEL REINFORCING BARS, UNLESS

INDICATED OTHERWISE, SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 03 20 00.

3. CAST-IN-PLACE STRUCTURAL CONCRETE

STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 03 30 00. SLAB-ON-GRADE SHALL BE

BROOM FINISH.

4. FLOWABLE FILL

WHERE FLOWABLE FILL TRENCH BACKFILL OR ENCASEMENT IS REQUIRED ON THE STRUCTURAL OR CIVIL DRAWINGS IT

SHALL BE EXCAVATABLE FLOWABLE FILL PER FDOT SECTION 121. SHOP DRAWING (MIX DESIGN WITH MATERIALS) SHALL

BE SUBMITTED FOR THE ENGINEER TO REVIEW.

5. REINFORCEMENT

STEEL REINFORCING BARS SHALL BE GRADE 60 REBAR PER SPECIFICATION SECTION 03 20 00.

6. CONCRETE COVER

UNLESS INDICATED OTHERWISE, CONCRETE COVER SHALL BE AS FOLLOWS:

CONCRETE PLACED DIRECTLY AGAINST SOIL: 3"

CONCRETE TO BE EXPOSED TO SOIL OR WEATHER #6 AND LARGER: 2"

CONCRETE TO BE EXPOSED TO SOIL OR WEATHER #5 AND SMALLER: 1 1/2"

7. FORMWORK

FORMWORK SHALL CONFORM WITH SPECIFICATION SECTION 03 11 00.

8. MINIMUM STEEL REINFORCING

UNLESS INDICATED OTHERWISE, MINIMUM STEEL REINFORCING FOR ALL CONCRETE SHALL BE AS FOLLOWS: #4 @ 12"

EW, T&B

9. STEEL REINFORCING BAR LAP SPLICES AND DEVELOPMENT LENGTHS

CONTRACTOR MAY LAP SPLICE STEEL REINFORCING BARS AT LOCATIONS OF HIS

CHOOSING UNLESS LAP LOCATION ARE SPECIFICALLY SHOWN ON THE DRAWINGS

OR ON THE FDOT INDEX DRAWINGS.

ALL STEEL REINFORCING LAP SPLICES, UNLESS INDICATED OTHERWISE, SHALL

SATISFY THE FOLLOWING:

LAP SPLICE SCHEDULE

BAR SIZE #3 #4 #5 #6

TOP BAR* 2'-3" 3'-0" 3'-6" 4'-3"

OTHER 1'-6" 2'-3" 2'-9" 3'-3"

ALL STEEL REINFORCING BAR DEVELOPMENT LENGTHS, UNLESS INDICATED

OTHERWISE, SHALL SATISFY THE FOLLOWING:

DEVELOPMENT LENGTH

BAR SIZE #3 #4 #5 #6

TOP BAR* 1'-6" 2'-3" 2'-8" 3'-3"

OTHER 1'-3" 1'-8" 2'-0" 2'-6"

*TOP BAR IS DEFINED AS ANY HORIZONTAL BAR PLACED SUCH THAT MORE THAN 12

INCHES OF CONCRETE IS PLACED BELOW THE BAR IN ANY SINGLE CONCRETE

PLACEMENT. ALL CONCRETE WALL HORIZONTAL STEEL REINFORCING BARS ARE

CONSIDERED TOP BARS.

10. STANDARD HOOKS

BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO ACI-318.

11. CHAMFERS

ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 INCH. REENTRANT CORNERS SHALL NOT HAVE FILLETS.

12. DRILLING INTO CONCRETE

DRILLING INTO CONCRETE FOR INSTALLATION OF STEEL REINFORCING BARS,

ANCHORS, ETC, SHALL BE ONLY WHERE SPECIFICALLY INDICATED ON THE DRAWINGS

OR WHERE APPROVED BY THE ENGINEER OF RECORD.

13. TESTING OF CONCRETE BY CONTRACTOR

CONCRETE TESTING SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. PROVIDE

SLUMP AND TEMPERATURE TEST OF EVERY TRUCKLOAD OF CONCRETE AND COMPRESSIVE TESTS ON ONE SET OF 4

CYLINDERS FOR EVERY DAY CONCRETE IS PLACED. REPORT RESULTS TO THE ENGINEER AND OWNER. OWNER SHALL

HAVE APPROVAL AUTHORITY OVER THE TESTING COMPANY SELECTED BY THE CONTRACTOR.

14. IT IS NOT ANTICIPATED THAT SPECIAL INSPECTION WILL BE REQUIRED BY PALM BEACH COUNTY BUILDING

DEPARTMENT FOR THIS PROJECT. THERE ARE NO "BUILDINGS' AND CONCRETE IS SLAB-ON-GRADE.

CONCRETE CONSTRUCTION

"T

"

(REBAR) EW, T&B

FOR FOUNDATION

PREPARATION, SEE

STRUCTURAL GEN NOTES

SITE SLABS-ON-GRADE

LOCATION LENGTH WIDTH "T" REBARCOMMENT

ACCESS DRIVESEE C-102

10'-0" 6" #6 AT 12"ONE MAT

LIFT STATION 28'-6" 20'-0" 6" #6 AT 12"ONE MAT

THICKENED EDGE

DETAIL

SLAB-ON-GRADE

A

S-001

SCALE: NONE

BOND BREAKER

TAPE OR EJ CAP

FACE OF

CONSTRUCTION

JOINT SEALANT

SIKA FLEX 1A,

OR EQUAL

PREPARE AND PRIME

SURFACE PER MFR

RECOMMENDATIONS

PRE-MOLDED

JOINT FILLER

3/4"

1/4"

1/2

"

NOTES:

1. MINIMUM EMBEDMENT LENGTH PER SCHEDULE UNLESS INDICATED OTHERWISE ON DRAWINGS.

2. CONFORM TO ICC EVALUATION SERVICE REPORT (ES REPORT) REQUIREMENTS AND MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION.

3. THREADED RODS SHALL BE TYPE 316 STAINLESS STEEL MATERIAL UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

4. ADHESIVE ANCHOR EMBEDMENT LENGTHS ARE BASED ON HILTI

HIT-RE 500 V3 ADHESIVE IN 4000 PSI CONCRETE. SUBMIT ICC ES REPORT FOR ALTERNATE PRODUCTS.

5. EXPANSION ANCHOR EMBEDMENT LENGTHS ARE BASED ON HILTI KWIK BOLT TZ STAINLESS STEEL ANCHORS IN 4000 PSI

NORMAL WEIGHT CONCRETE, SUBMIT ICC EVALUATION SERVICE REPORT (ES REPORT) FOR ALTERNATE PRODUCTS.

6. HOLE DIAMETER SHALL BE IN ACCORDANCE WITH BOLT MFR'S RECOMMENDATIONS.

THREADED RODPROJECTION AS

REQUIRED, TYPICAL

LL

EXPANSION ANCHOR ADHESIVE ANCHOR

MINIMUM EMBEDMENT LENGTH, L

DIAMETER EXPANSION ANCHOR ADHESIVE ANCHOR

3/8" 3 1/2" 4 1/2"

1/2" 4 3/4" 6"

5/8" 5 1/2" 7 1/2"

3/4" 6 1/2" 9"

7/8" - 10 1/2"

1" - 12"

DETAIL

CONCRETE ANCHORS

D

S-001

NOT TO SCALE

DETAIL

TYPICAL NON-WATER CONTAINING EXPANSION JOINTS

B

S-001

NOT TO SCALE

DETAIL

ADDITIONAL

REINFORCEMENT AT

SLAB AND WALL

OPENINGS

C

S-001

NOT TO SCALE

6" M

AX

.

3" M

IN

.

2-#5 x 4'-0" DIAGONAL

EACH FACE, EACH CORNER

(RECTANGULAR OPENINGS)

ADDITIONAL REINFORCING

BARS AT RECTANGULAR OR

CIRCULAR OPENINGS, SEE

NOTES 2 AND 3

2-#5 DIAGONAL

EACH FACE

2

'

-

0

"

2'-0" MINIMUM OR LAP SPLICE LENGTH, SEE

STRUCTURAL GENERAL NOTES

NOTES:

1. "W" = DIMENSION OF OPENING PERPENDICULAR TO THE BARS CUT.

FOR CIRCULAR OPENINGS "W" = DIAMETER.

2. ADDITIONAL BARS (AREA OF STEEL) SHALL BE EQUIVALENT TO THE

BARS CUT (AREA OF STEEL) AND SHALL BE PLACED HALF EACH SIDE.

PROVIDE A MINIMUM OF 1-#5 EACH FACE, EACH SIDE.

3. ADDITIONAL BAR SIZE SHALL MATCH CUT BAR SIZE. IF MORE THAN

ONE BAR IS REQUIRED, BARS SHALL NOT BE BUNDLED BUT PLACED

ALTERNATING WITH BASIC REINFORCING STEEL AT HALF SPACING OR

PLACED SIDE BY SIDE WITH A 2" MINIMUM GAP BETWEEN BARS.

4. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SLAB AND

WALL OPENINGS NOT SPECIFIED OR SHOWN ON THE STRUCTURAL

DRAWINGS.

5. ADDITIONAL REINFORCING IS NOT REQUIRED ON THE SIDES OF

OPENINGS WHERE THE OPENING IS FRAMED BY A SLAB, WALL OR

BEAM.

6. ADDITIONAL REINFORCING IS REQUIRED EVEN WHERE TYPICAL

REINFORCING WOULD NORMALLY TERMINATE WITHIN THE OPENING.

7. PROVIDE ADDITIONAL DOWELS (HOOKED REINFORCEMENT) IN BASE

SLAB OR AT WALL CORNERS AND INTERSECTIONS WHERE DOWELS

OR CORNER BARS ARE CUT DUE TO AN OPENING.

8. REINFORCING STEEL ADDED SHALL BE IN THE SAME PLANE AS

REINFORCING STEEL THAT IS REPLACED.

T

Y

P

"W"

"W

"

1'-0

" M

IN

8"

NOTES:

1. "T" REPRESENTS THE MINIMUM SLAB THICKNESS, REFER TO

SHEET C-102 FOR T/CONC ELEVATIONS.

1

2

SE

ALE

D:

CA

D F

ILE

:

DA

TE

:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

SC

ALE

:

R E

V

I S

I O

N

S

NO

.D

ES

CR

IP

TIO

ND

AT

EB

Y

PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

GENERAL NOTES:

1. SEE ELECTRICAL SHEETS FOR ELECTRICAL

DEMOLITION.

2. EXISTING PUMPING STATION DRY WELL

CONFIGURATION AND DIMENSIONAL DATA IS

APPROXIMATE AND BASED ON LIMITED FIELD

INVESTIGATION. CONTRACTOR SHALL FIELD

VERIFY ALL EXISTING CONDITIONS PRIOR TO

BEGINNING WORK.

3. CONTRACTOR SHALL REMOVE AND DISPOSE OF

ALL EXISTING PUMPS, VALVES, PIPING, CONDUIT,

BOXES, WIRES, ELECTRICAL, INSTRUMENTATION

AND CONTROL EQUIPMENT, AND OTHER

EQUIPMENT AND APPURTENANCES IN EXISTING

WET WELL AND DRY WELL.

4. ALL ABANDONED PIPING SHALL BE CAPPED AND

GROUTED OR REMOVED. ALL ABANDONED

PENETRATIONS SHALL BE REMOVED AND

GROUTED.

5. EXISTING PUMPING STATION DRY WELL IS TO BE

CUT AND REMOVED ABOVE AN ELEVATION OF

1.80' OR AT AN ELEVATION WHICH IS 4-INCHES

BELOW THE PROPOSED GRAVITY MAIN SEWER,

WHICH EVER IS DEEPER.

6. ABANDON AND FILL EXISTING DRY WELL BELOW

CUT ELEVATION WITH FLOWABLE FILL.

7. ELEVATIONS SHOWN IN LIFT STATION AS-BUILT

DRAWING ARE IN NGVD29. ALL OTHER

ELEVATIONS ARE IN NAVD88.

LIF

T S

TA

TIO

N 5

3 D

EM

OL

ITIO

N

LIF

T S

TA

TIO

N N

O. 5

3 IM

PRO

VE

ME

NT

S

PRO

JEC

T #

1186

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/201

7

A. S

EHLO

FF

A. H

UTT

B. S

COTT

P-10

1.dw

gBR

IAN

J. S

COTT

- 78

420

1

KEY NOTES:

CUT AND GROUT EXISTING WET WELL VENT AND

SUCTION PIPE.

EXISTING INVERTS TO REMAIN.

8" INCOMING GRAVITY MAIN DROP MANHOLE.

(ROTATED 90 DEGREES FROM ACTUAL

ORIENTATION FOR CLARITY)

CONTRACTOR SHALL VERIFY 4" IS A PLUGGED

STUB. IF 4" SERVICE IS ACTIVE, NOTIFY

ENGINEER FOR BYPASS HEADER MODIFICATION.

IF NOT IN USE, CONTRACTOR SHALL CUT STUB

FLUSH WITH MANHOLE WALL AND SEAL WITH

WATERPROOF NON-SHRINK MORTAR.

DRILL OUT EXISTING LADDER MOUNTS AND SEAL

WITH WATERPROOF NON-SHRINK MORTAR.

EXISTING SUPPORT TO BE REMOVED.

2

1

2

SECTION

SCALE: APPROX. 1/2" = 1'-0"

EL. -4.37

TOS

EL. -2.62

INVERT

EL. 2.36

INVERT

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

EXISTING LIFT STATION

SECTION

SCALE: APPROX. 1/2" = 1'-0"

LIFT STATION AS-BUILT

EL. 1.13

3

3

1'-6

"5

'-6

"

EL.14.10

1

SEE NOTE 5

EL. 1.80

(SEE NOTE 6)

NGVD29 NAVD88

SEE NOTE 6

Entrance

Tube

Lifting

Hook

An

od

e

An

od

e

8'-2

"

Pumping Station

7'-0" dia.

Pumping Station

5

6

4

4

5

6

SECTION

A

P-102

SCALE: 1/2" = 1'-0"

LIF

T S

TA

TIO

N 5

3 PL

AN

AN

D S

EC

TIO

N

LIF

T S

TA

TIO

N N

O. 5

3 IM

PRO

VE

ME

NT

S

PRO

JEC

T #

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/201

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A. S

EHLO

FF

S. Z

IMIC

B.S.

/J.S

.

P-10

2.dw

g

SE

ALE

D:

CA

D F

ILE

:

DA

TE

:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

SC

ALE

:

R E

V

I S

I O

N

S

NO

.D

ES

CR

IP

TIO

ND

AT

EB

Y

PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

A

P-102

GENERAL NOTES:

1. SEE ELECTRICAL SHEETS FOR PROPOSED ELECTRICAL WORK.

2. WORK SHALL BE IN ACCORDANCE WITH CITY'S LATEST

TECHNICAL SPECIFICATIONS, STANDARD CONSTRUCTION

DETAILS AND APPROVED MATERIALS LIST.

3. ELEVATIONS IN NAVD 88. GROUND ELEVATIONS SHOWN VARY,

SEE SHEET C-102.

1

KEY NOTES:

1/2" TAP W/316SS WELDED BOSS, 1/2" 316SS NIPPLE, 1/2" 316SS

BALL VALVE, 1/2" SS TEE W/1/2" SS BALL VALVE AND 316 SS

PRESSURE GAUGE.

1/2" 316 SS TUBING. ROUTE TO PIT MOUNTED ON ELECTRICAL

RACK.

2" TAP W/316SS WELDED BOSS, 2" THD. 316SS NIPPLE, 2" 316SS

BALL VALVE W/2" ARV, PROVIDE 2" DRAIN W/ P-TRAP - 2% SLOPE.

4-INCH EPOXY-COATED RESILIENT SEATED GATE VALVES.

6-INCH EPOXY-COATED RESILIENT SEATED GATE VALVES.

6-INCH EMERGENCY PUMP OUT CONNECTION.

SS TO DIP TRANSITION COUPLING.

VALVE LID W/CONC. COLLAR. "SEWER" TO BE CAST IN COVER.

EPOXY-COATED RESILIENT SEATED GATE VALVE INSIDE IRON

VALVE BOX.

316SS ADJUSTABLE PIPE STANDS W/CRADLE SUPPORT.

VENT PIPE W/316SS 16 MESH INSECT SCREEN.

316SS 4"x6" SCH. 10 BEND.

6" 316SS SCH. 10 TEE (TYP).

4-INCH SWING CHECK VALVE.

BILCO TYPE J-AL ALUM. SINGLE LEAF ACCESS DOOR W/316SS

HARDWARE OR APPROVED EQUAL.

RESTRAINED DISMANTLING JOINT.

316SS CABLE HOLDER MOUNTED TO HATCH FRAME.

4" 316SS SCHEDULE 10 "K".

316SS UNISTRUT PIPE SUPPORT (TYP).

SUBMERSIBLE PRESSURE TRANSDUCER.

FLYGT OR APPROVED EQUAL SUBMERSIBLE PUMPS W/POWER

CORD.

INTERIOR COATED WITH/ SEWPERCOAT, SPECTRASHEILD, OR

APPROVED EQUAL LISTED IN APPROVED MATERIAL LIST, BY THE

CITY OF WEST PALM BEACH. SEE SECTION 09 97 24.

316SS EPOXY ANCHORS PER SPECIFICATION SECTION 05 05 20.

GROUT FILL EXISTING WET WELL TO EXISTING INVERTS.

PRE-CAST MANHOLE PER SPECIFICATION 03 48 11.

PRE-CAST MANHOLE FRAME AND LID PER CITY OF PALM BEACH

STANDARDS.

6" COMPACT SUBBASE. CLASS A1 FILL, COMPACT TO 95%

MODIFIED PROCTOR.

8" WIDE EXTERIOR JOINT SEAL BAND REQUIRED AT ALL RISER

JOINTS.

MANHOLE ADAPTOR SEALED WITH NON-SHRINK WATERPRROOF

GROUT.

FLEXIBLE COUPLING, U.S. PIPE XTRA FLEX R.J. OR APPROVED

EQUAL.

2

1

4

4A

4A

7

7

8

9

10

5

13

13

14

15

16

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

22

23

28

PLAN

SCALE: 1/2" = 1'-0"

EL. 13.71

EX. TOS

EL. 15.25

EL. -5.00

INVERT

PUMP OFF EL.-3.00

WETWELL DATA

STATION NUMBER

DIAMETER

100-YR. FLOOD ELEV. - EL.

TOP SLAB - EL.

FINISH GRADE - EL.

CL DISCHARGE PIPE - EL.

LOWEST INFLUENT LINE (INVERT/HIGH WATER ALARM) - EL.

BACK UP FLOAT LAG PUMP ON - EL.

BACK UP FLOAT LEAD PUMP ON - EL.

LAG PUMP ON (MAIN CONTROLLER) - EL.

LEAD PUMP ON (MAIN CONTROLLER) - EL.

BACK UP FLOAT LOW OFF - EL.

BOTH PUMPS OFF - EL.

PUMP SUCTION - EL.

WETWELL BASE SLAB

PUMP DISCHARGE - DIA.

COMMON FORCE MAIN - DIA.

DISCHARGE PIPE - DIA.

24

25

24

25

10

26

26

4

12"

2'-0

"

17

18

20

21

17'-0"

53

6'

15.25'

14.53' TO 15.67'

16.87'

2.20'

1.75'

1.50'

1.50

1.00

1.00

-3.00

-4.25

-5.00

4"

4"

6"

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

77 LF 6" DIP FORCE MAIN

EL 15.67

EL. 14.60

SEE GENERAL NOTE 3

4

12

9

6

6

EL. 16.87

27

PUMP ELECTRICAL DATA

PUMP NUMBER

MAX./MIN. GPM

MIN./MAX. TDH

MANUFACTURER

MODEL

IMPELLER NUMBER

RPM

HP

PHASE

CYCLE

VOLTS

DISTANCE TO FPL SERVICE

WIRE SIZE

D.S

MCB & ECB

MB1 & MB2

MOTOR STARTERS

FLYGT

3102 MT

463

1740

5

3

27

28

11

28

INV. EL. 2.20

28

28

HWL EL.1.75

LAG EL. 1.50

LEAD EL.1.0

3'-0

"

CO

VE

R M

IN

.

11

11

19

24

4A

P-5301, P-5302, P-5303

475/335

26' / 33'

2.8 / HR (MAX)

240

130'

CONNECT TO EXIST.

FORCE MAIN

N: 879539.5

E: 958540.4

14

13

#2 AWG

100 AMP

100 AMP

40 AMP

VFD

13.90'

17 LF 8" DIP GRAVITY MAIN

SEE GENERAL NOTE 3

2 3

29

29

BR

IA

N J. S

CO

TT

- 78420

29

INV. EL. 2.26

MIN

IM

UM

1'-6

"

SE

PA

RA

TIO

N

EXISTING 6-INCH

WATER MAIN

(TO REMAIN)

45 DEGREE BEND, M.J.

N: 879542.5

E: 958540.4

90 DEGREE BEND, M.J.

N: 879554.2

E: 958526.9

45 DEGREE BEND, M.J.

N: 879556.8

E: 958529.2

90 DEGREE BEND, M.J.

N: 879587.9

E: 958556.5

90 DEGREE BEND, M.J.

N: 879584.0

E: 958561.0

4A

15

29

21

UG

T

UG

T

UG

T

UG

T

UG

T

SCALE IN FEET

0 2 4

LIFT STATION 53 BYPASS PIPING PLAN

SCALE: 1" = 2'

42ND STREET

SE

ALE

D:

CA

D F

ILE

:

DA

TE

:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

SC

ALE

:

R E

V

I S

I O

N

S

NO

.D

ES

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IP

TIO

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AT

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Y

PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

BY

PASS

PU

MPI

NG

PL

AN

LIF

T S

TA

TIO

N 5

3

LIF

T S

TA

TIO

N N

O. 5

3 IM

PRO

VE

ME

NT

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PRO

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/201

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C. L

UCIE

A. H

UTT

B. S

COTT

BRIA

N J.

SCO

TT -

7842

0

10" G

M

8

"

G

M

A

--

--

SECTION A

SCALE: 1" = 2'

I.E. 2.36

LEAVE SPACE CLEAR

FOR OTHER INTERNAL

WETWELL WORK

I.E. 2.36

4" TEMPORARY BYPASS PIPE

OLD PUMP SUCTION PIPE (4")

4" STUB*

I.E. = 9.87

STANDBY

PUMP

PUMP

FUEL

SEWAGE BYPASS PUMPS AND

RELATED EQUIPMENT ARE TO

BE LOCATED WITHIN ROW

4" FLEX HOSE TO BYPASS PUMP

6

"

F

M

EXISTING 4" SUCTION PIPES TO BE

PLUGGED AND ABANDONNED IN PLACE

EL. -6.77

EL. -5.27

EL. -3.52

EL. 1.48

EL. 13.71

10" GM

I.E. 2.36

10" X 12" SEWER

PLUG W/ 4" NPT

BYPASS OUTLET

TEMPORARILY SUPPORT BYPASS

PIPE UNDER ALL STAGES OF THE

WORK. RELOCATE AND SUPPORT

BYPASS PIPE AS REQUIRED FOR

EACH STAGE TO MINIMIZE

INTERFERANCE WITH NEW WORK.

8" GM

I.E. 7.91

RESTRAINED 8" X 12"

SEWER PLUG

INSTALL PRESSURE TRANSDUCER STYLE LEVEL

ELEMENT FOR HIGH WATER ALARM AND STANDBY

PUMP ACTIVATION. ADJUST TRANSDUCER SETTING TO

PREVENT BACKUPS AND FLOODING IN ALL

CONNECTED RESIDENCES.

ROUTE SENSOR CABLE BACK TO BYPASS PUMP

4" FLEX HOSE TO BYPASS PUMP

* CONTRACTOR SHALL VERIFY 4" IS A

PLUGGED STUB. IF 4" SERVICE IS

ACTIVE, NOTIFY ENGINEER FOR

BYPASS HEADER MODIFICATION. IF

NOT IN USE, CONTRACTOR SHALL

CUT STUB FLUSH WITH MANHOLE

WALL AND SEAL WITH WATERPROOF

NON-SHRINK GROUT.

NOTES:

1. THE TEMPORARY BYPASS PIPING ARRANGEMENT

SHOWN IS A CONCEPT TO ILLUSTRATE THE METHOD

OF INTERCEPTING THE SEWAGE FLOW AS IT ENTERS

THE MANHOLE, AND ROUTING THE FLOW TO THE

BYPASS PUMPS. THE CONTRACTOR SHALL SUBMIT

DETAILS OF HIS BYPASS PUMPING PLAN FOR REVIEW

AND APPROVAL.

2. SEE SPECIFICATION SECTION 330130 FOR DETAILS.

4" FLEX HOSE W/ 4" QUICK DISCONNECT

(QD) ON BOTH ENDS, TYP

EXISTING SANITARY MANHOLE

RIM EL. = 13.88'

SE INV. EL = 2.65' (10")

42ND STREET

BR

OO

KS

A

VE

NU

E

INSTALL TEMPORARY LINE STOP

CUT EXISTING 6-INCH CIP FORCE MAIN AND CONNECT

TO NEW FORCE MAIN UP TO ISOLATION VALVE.

INSTALL 4" CAMLOCK CONNECTION TO

6" GATE VALVE AND FORCE MAIN

8" X 12" SEWER PLUG W/ 4" NPT

BYPASS OUTLET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

DESCRIPTION

ABBREVIATIONSABBREVIATIONS

DESCRIPTION

y - NEMA ENCOSURE RATING

x - ENCLOSED DEVICE RATING

OTHERWISE.

NEMA SIZE INDICATED,

NONFUSED DISCONNECT SWITCH, SIZE INDICATED,

OVERLOAD RELAY HEATER

INDICATED OTHERWISE.

MAGNETIC STARTER WITH NEMA SIZE INDICATED

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,

3 POLE UNLESS INDICATED OTHERWISE.

CIRCUIT BREAKER, MAGNETIC, 3 POLE UNLESS

CONTACT - NORMALLY CLOSED WITH NEMA SIZE

CONTACT - NORMALLY OPEN WITH NEMA SIZE

INDICATED OR COIL IDENTIFICATION AS APPLICABLE

INDICATED OR COIL IDENTIFICATION AS APPLICABLE

UNLESS INDICATED OTHERWISE.

INDICATED OTHERWISE.

SWITCH - CURRENT RATING INDICATED, 3 POLE

FUSED SWITCH, SWITCH AND FUSE CURRENT RATING

INDICATED, 3 POLE UNLESS INDICATED OTHERWISE.

TRIP AND FUSE RATING INDICATED, 3 POLE UNLESS

CIRCUIT BREAKER WITH CURRENT LIMITING FUSES,

FUSED DISCONNECT SWITCH, SIZE INDICATED

(60/40, 60 = SWITCH RATING: 40 = FUSE RATING)

3 POLE UNLESS INDICATED OTHERWISE.

NONFUSED DISCONNECT SWITCH, SIZE INDICATED,

3 POLE UNLESS INDICATED OTHERWISE.

SEE CONTROL SCHEMATIC DIAGRAM.

COMBINATION (FUSE OR CIRCUIT BREAKER AS INDICATED)

MAGNETIC STARTER, NEMA SIZE INDICATED,

SYMBOLS OR ABBREVIATIONS INDICATE TYPE OF DEVICE.

x

y

30

4X

x

y

y

225

1

1

M

1

400

400

400

100

400

F

x

60/40

3 POLE UNLESS INDICATED

FUT FUTURE

MMAGNETIC CONTACTOR COIL

OR MOTORIZED

XFMRTRANSFORMER

WPWEATHERPROOF - NEMA 4X

V

VFD

VOLTMETER, VOLT

VARIABLE FREQUENCY DRIVE

T

TERMINAL JUNCTION BOX

TB

TJB

TS

TSP

TYP

THERMOSTAT

TERMINAL BOARD

THERMAL SWITCH

TWISTED SHIELDED PAIR

TYPICAL

SF

SSRVS

S.S.

SV

SW

SUPPLY FAN

SOLID STATE REDUCED

VOLTAGE STARTER

STAINLESS STEEL

SOLENOID VALVE

SWITCH

RTUREMOTE TELEMETRY UNIT

PVC

PS

PM

PH

POLYVINYL CHLORIDE CONDUIT

PRESSURE SWITCH

PNL

PP

PC

PBPULL BOX

PHOTOCELL

PHASE

PHASE MONITOR

PANEL

POWER PANEL (480VAC)

OVERLOAD RELAYOL

NTSNOT TO SCALE

NC

NEMA

NO

N

NORMALLY CLOSED

NEUTRAL

NATIONAL ELECTRIC

ASSOCIATION

NORMALLY OPEN

MANUFACTURER'S

MTD MOTOR TEMPERATURE DETECTOR

MSC

MS

MAIN DISTRIBUTION PANEL

LC

LP

LR

LS

LIGHTING PANEL (PANELBOARD)

LOCAL/REMOTE

LIGHTING CONTACTOR

LIMIT SWITCH

JUNCTION BOXJ, J-BOX

IC

I & C

IP

INSTRUMENTATION AND CONTROL

(PANELBOARD)

INTERRUPTING CAPACITY

INSTRUMENT PANEL

HH

HOA

HOR

HVAC

HANDHOLE

HAND/OFF/AUTO

HAND/OFF/REMOTE

CONDITIONING

HEATING, VENTILATING & AIR

G

GALV

GEN

GFI

GFR

GND

GRS

GREEN, GROUND

GALVANIZED

GENERATOR

GROUND FAULT INTERRUPTER

GROUND FAULT RELAY

GROUND

GALVANIZED RIGID STEEL

STARTER

FVNR

FT

FULL VOLTAGE NON-REVERSING

FLOW TRANSMITTER

F, FU

FI

FS

FM

FUSE

FLOW INDICATOR

FLOW METER

FLOAT SWITCH

EXST

ETMELAPSED TIME METER

EXISTING

CPCONTROL PANEL

COMBINATION MOTOR STARTERCMS

ATS AUTOMATIC TRANSFER SWITCH

MCC

MH

MDP

MLO

MOTOR CONTROL CENTER

MANUFACTURER SUPPLIED CABLE

MAIN LUGS ONLY

MOTOR HEATER, MANHOLE

MOTOR STARTER

AFF ABOVE FINISHED FLOOR

CKT

CB

C

CIRCUIT

CIRCUIT BREAKER

CONDUIT, CONTACTOR

CPT

CT

CR

CURRENT TRANSFORMER

CONTROL RELAY

CONTROL POWER TRANSFORMER

GROUND ROD

WALL SWITCH:

YARD CONDUIT X

OTHERWISE NOTED. NUMBER OF POLES AS REQUIRED

MANUAL MOTOR STARTER SWITCH, NEMA 4X UNLESS

TL-

WP-

GENERAL CONTROL OR WIRING DEVICE. NEMA 4X

ENCLOSURE UNLESS INDICATED OTHERWISE. LETTER

OTHERWISE

CONVENIENCE RECEPTACLE - DUPLEX UNLESS SPECIFIED

TELEPHONE RECEPTACLE (OUTLET BOX, 18" AFF)

W - WALL MOUNTED, 48" AFF

INDICATED

OR IDENTIFYING SYMBOL AS SHOWN.

MOTOR, SQUIRREL CAGE INDUCTION - HORSEPOWER

MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME

INDICATES RACEWAY AND CIRCUIT CONDUCTORS. FIRST

NUMBER IS RACEWAY SIZE. THE FOLLOWING NUMBERS

ARE THE CONDUCTOR QUANTITIES, SIZES, AND TYPES.

S

M

S

YCX

J

SYMBOL

1"C,1-25/C TYPE 1

MCC-A

1"C,2#12,1#12G

5

SYMBOL

RESISTANT

PILOT LIGHT

DIMMER

CORROSION

KEY OPERATED

D-

K-

P-

4-

WP-

3-

2-

WEATHERPROOF

FOUR WAY

THREE WAY

DOUBLE POLE

CRE-

GROUND

or

120V

120/240V

1 PH

15 KVA

NORMALLY OPEN

RATING INDICATED AS APPLICABLE

TRANSFORMER, VOLTAGES, PHASE AND

PUSH-BUTTON SWITCH, MOMENTARY CONTACT,

AUTO

O

X

O

OFF

HAND

X

O

O

POSITION

AOH

1

CKT.

2

1

2

XOO

OOX

REMOTE DEVICE

NORMALLY CLOSED

OPERATION

R - RED

W - WHITE

G - GREEN

A

A

A - AMBER

B - BLUE

C - CLEAR

PUSH TO TEST AND CONNECT INDICATING LIGHT

O - OPEN CONTACT

X - CLOSED CONTACT

INDICATING LIGHT - LETTER INDICATES COLOR

SELECTOR SWITCH: MAINTAINED CONTACT WITH

CONTACT POSITION INDICATED, CHART IDENTIFIES

PUSH-BUTTON SWITCH, MOMENTARY CONTACT,

CORROSION RESISTANT

CLOCK HANGER

DESCRIPTION

TWIST LOCK

WEATHERPROOF C-

CRE-

ABBREVIATIONS

DESCRIPTION

ELECTRICAL LEGEND

THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS.

ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED.

THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES, CITY CODES AND PALM BEACH

COUNTY CODES AND THE FLORIDA BUILDING CODE WITH AMENDMENTS. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS,

INSPECTIONS AND APPROVALS AND SHALL COORDINATE HIS WORK WITH THE ENGINEER AND OWNER.

THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING

CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM.

GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC, ARTICLE 250. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE

PAINTED. AN EQUIPMENT GROUND WIRE SIZED PER NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER

OR NOT INDICATED ON THE PLANS.

ALL EQUIPMENT AND MATERIAL SHALL BE UNUSED AND U.L. LISTED.

THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE

ENGINEER AND OWNER.

ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND

WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF A LIFT STATION ACCEPTANCE.

COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT

SUPPLIERS PRIOR TO ANY INSTALLATION. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE

ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATIONS.

ALL CONDUCTORS SHALL BE 600V, U.L. LISTED. POWER CABLES SHALL BE TYPE THHN/THWN EXCEPT FOR SIZES NO. 6 AND LARGER USE

XHHW INSULATION. INSTRUMENTATION CABLE SHALL BE TYPE B, #16 TWISTED SHIELDED CABLE. ALL CONDUCTING MEDIA SHALL BE COPPER.

NO ALUMINUM ALLOWED.

ALL ABOVE GRADE CONDUIT SHALL BE RIGID ALUMINUM. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 80 EXCEPT DIRECTIONAL

BORED CONDUIT WHICH SHALL BE HDPE SCHEDULE 40. PAINT ALL ALUMINUM CONDUITS AND SUPPORTS WITH 2 COATS OF ASPHALTUM PAINT

TO 4" ABOVE GRADE.

ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVED EQUAL" BASIS PER CITY OF WEST PALM STANDARDS.

ALL EXCAVATIONS FOR CONDUITS AND HANDHOLES SHALL BE HAND EXCAVATED. MINIMUM DEPTH FROM TOP OF DUCTBANKS OR CONDUITS

TO FINISHED GRADE SHALL BE 24" UNLESS OTHERWISE NOTED.

CONDUCTOR PULLING TENSIONS SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION. CONTRACTOR SHALL INSTALL PULL BOXES TO

MEET MANUFACTURER'S REQUIREMENTS.

MINIMUM DISTANCE ALLOWED BETWEEN POWER CONDUITS AND INSTRUMENTATION CONDUITS SHALL BE:

VOLTAGE DISTANCE

480V 2 FT

120V 1 FT

INSTRUMENTATION IS LOW VOLTAGE SIGNALS SUCH AS 4-20MA, TELEPHONE COMMUNICATION, FIRE ALARM COMMUNICATION. POWER

CONDUIT SHALL ONLY CROSS INSTRUMENTATION CONDUIT PERPENDICULARLY WITH 6" SEPARATION.

ALL LOCATIONS OF EQUIPMENT, PANELS ETC. ARE SHOWN FOR ILLUSTRATION PURPOSES. CONTRACTOR SHALL VERIFY EXACT LOCATION

AND SIZE AND INSTALL AS SUCH WITH CORRESPONDING CONDUIT STUB-UPS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONDUIT AND WIRING INSTALLATION FOR ALL VENDOR PROVIDED EQUIPMENT (PACKAGE

SYSTEMS). IF THE SHOP DRAWINGS DIFFER FROM THE DESIGNED FACILITIES, THE CONTRACTOR SHALL REDESIGN THE FACILITIES AND

SUBMIT THE REVISED DESIGN FOR THE ENGINEER'S APPROVAL ALONG WITH THE SHOP DRAWINGS. THERE SHALL BE NO ADDITIONAL COST

TO THE OWNER FOR THE REDESIGN NOR FOR ANY ADDITIONAL CONDUITS AND WIRING.

DURING SUBMITTAL THE CONTRACTOR SHALL VERIFY ALL SUPPLIED BREAKER SIZES FOR ALL PACKAGED SYSTEMS SUCH AS HVAC, EXHAUST

FANS, MIXERS, CHEMICAL PUMPS ETC. AND MODIFY ALL BREAKERS IN MCC'S AND PANELBOARDS ACCORDINGLY WITHOUT ANY ADDITIONAL

COST TO THE OWNER.

CONTRACTOR SHALL CORE DRILL ALL EXISTING CONCRETE WALLS AND STUB OUT IN THE MANHOLES, HANDHOLES AND PULL BOXES.

ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE INSTALLED WITH U.L. APPROVED DEVICES TO MAINTAIN

THE FIRE RATING OF THE WALL OR FLOOR PENETRATED.

NFPA 820 CLASSIFIES THE WET WELL AS CLASS 1, DIVISION 2 AREA. ALL ELECTRICAL EQUIPMENT INSTALLATION IN THE CLASSIFIED AREA

SHALL MEET NEC ARTICLE 501. ALL CONDUITS ENTERING OR LEAVING THE CLASSIFIED AREA SHALL HAVE SEAL-OFF.

DEMOLISH ALL ITEMS AS INDICATED ON DRAWINGS. TURN OVER TO THE OWNER AT THE OWNER'S DISCRETION AND PROPERLY DISPOSE OF

ALL DEMOLITION ITEMS NOT WANTED BY THE OWNER.

WORK SHALL BE IN ACCORDANCE WITH CITY'S LATEST TECHNICAL SPECIFICATIONS, STANDARD CONSTRUCTION DETAILS AND APPROVED

MATERIALS LIST, UNLESS OTHERWISE SHOWN.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES, INCLUDING THE POWER UTILITY TO MEET ALL OF

THEIR INSTALLATION REQUIREMENTS. ALL FEES, LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE

INCLUDED IN THE BID. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL-BOXES AND EQUIPMENT AS REQUIRED

BY THE UTILITIES TO THEIR SPECIFICATIONS.

FPL REPRESENTATIVE: JAWARA JENKINS, EMAIL: JAWARA.JENKINS@FPL.COM, PHONE: 561-616-1609

PROVIDE CONDUIT DUCT SEAL AT ALL CONDUIT ENDS.

18.

19.

20.

1.

2.

3.

4.

5.

6.

7.

8.

10.

12.

11.

13.

14.

9.

15.

16.

17.

GENERAL NOTES AND SPECIFICATIONS:

SYMBOL

DEMOLITION TO BE REMOVED OR RELOCATED

GENERAL

NEW

EXISTING

LINE WEIGHT

DESCRIPTION

21.

23.

SPD SURGE PROTECTIVE DEVICE

A. DEMOLITION OF THE EXISTING LIFT STATION 53 COMPLETE.

B. PROVIDE AND INSTALL NEW CONTROL PANEL AND RTU AT LIFT STATION 53 COMPLETE IN PLACE.

THE SCOPE OF WORK IS DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. PRIMARILY CONSIST OF THE FOLLOWING:

FURNISHED AND INSTALLED UNDER OTHER SECTIONS.

SECTION.

RACEWAY, CONDUCTOR AND CONNECTION IN THIS

CONNECTION POINT TO EQUIPMENT SPECIFIED,

EXPOSED CONDUITS WITH CONDUCTORS

UNDERGROUND CONDUIT WITH CONDUCTORS

VDVOLT DROP

22.

24.

25.

UGTUNDERGROUND TELEPHONE LINE

EL

EC

TR

ICA

L G

EN

ER

AL

NO

TE

S A

ND

LE

GE

ND

LIF

T S

TA

TIO

N N

O. 5

3 IM

PRO

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ME

NT

S

PRO

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T #

1186

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14 31

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7

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PFH

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1.D

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RS,

P.E

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22

SE

ALE

D:

CA

D F

ILE

:

DA

TE

:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

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:

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I S

I O

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

WMWM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WM

O

H

O

H

SCALE IN FEET

0 10 20

LIFT STATION 53 - DEMOLITION PLAN

SCALE: 1" = 10'

LIFT STATION 53 - ONE LINE DEMOLITION

NOT TO SCALE

PUMP 1

AIR

COMPRESSOR

240V, 1Ø

LIFT STATION CONTROL PANEL

METER CAN

FPL POLE MOUNTED

TRANSFORMER,

50KVA, 240V, 1Ø, 3W

PUMP 2

SUMP

PUMP

BLOWER DEHUMIDIFIER

DRYWELL

LIGHT

FIXTURE

METER NO.

AC49571

3 3

SE

ALE

D:

CA

D F

ILE

:

DA

TE

:

CH

EC

KE

D B

Y:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

SC

ALE

:

R E

V

I S

I O

N

S

NO

.D

ES

CR

IP

TIO

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

LIF

T S

TA

TIO

N 5

3 D

EM

OL

ITIO

N

LIF

T S

TA

TIO

N N

O. 5

3 IM

PRO

VE

ME

NT

S

PRO

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RS,

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DEMOLITION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH FPL

FOR DISCONNECTION OF THE EXISTING

ELECTRICAL SERVICE.

2. CONTRACTOR SHALL REMOVE EXISTING LIFT

STATION METER CAN, MAIN DISCONNECT, ATS,

CONTROL PANEL, GENERATOR, CONCRETE PAD,

RTU, ANTENNA, ALARM LIGHT, MOTORS, AIR

COMPRESSOR, SUMP PUMP, BLOWER,

DEHUMIDIFIER, LIGHT FIXTURE, JUNCTION BOX,

WIREWAY, ALARM LIGHT AND HORN, CONDUITS

AND CABLES AND ASSOCIATED EQUIPMENT

COMPLETE.

3. EXISTING SERVICE CONDUIT ROUTING IS SHOWN

FOR ILLUSTRATION PURPOSE. CONTRACTOR

SHALL FIELD VERIFY ALL EXISTING CONDITIONS

PRIOR TO BEGINNING WORK.

4. DELIVER THE DEMOLISHED EQUIPMENT

INCLUDING GENERATOR, AT THE OWNER'S

DISCRETION, TO THE O&M STORAGE. PROVIDE

LIFTING EQUIPMENT AS NECESSARY.

REMOVE METER

REMOVE CABLES. REMOVE

CONDUIT IF EXISTING

CONDUIT CONFLICTS WITH

NEW SERVICE CONDUIT.

EXISTING FPL POLE

W/ POLE MOUNTED

TRANSFORMER TO

REMAIN IN PLACE

REMOVE GENERATOR

AND CONCRETE PAD

REMOVE MAIN DISCONNECT,

ATS, RTU, ANTENNA, BATTERY

CHARGER AND ALL

ASSOCIATED CONDUITS AND

WIRING. SEE PHOTO ON RIGHT.

REMOVE CONTROL PANEL

AND ASSOCIATED EQUIPMENT

LOCATED IN DRYWELL

CONCRETE

BUILDING. SEE CIVIL

FOR DEMOLITION.

42ND STREET

LIFT STATION 53 - DEMOLITION PHOTO

NOT TO SCALE

REMOVE GENERATOR

AND CONCRETE PAD

REMOVE MAIN

DISCONNECT

REMOVE ATS

REMOVE RTU

REMOVE LIGHT

REMOVE ALL

CONDUITS AND

CABLES

REMOVE ANTENNA

REMOVE BATTERY

CHARGER AND

DISCONNECTS

60A MAIN

DISCONNECT

VFD VFD

TO

MISCELLANEOUS

120V LOADS

ATS

6' EASEMENT

REMOVE WIREWAY

GEN

15KW, 240V, 1Ø

GENERATOR

1505 42ND ST.4300 BROOKS AVE

EXISTING WOODEN FENCE

PLAT LINE

EXISTING CHAIN LINK FENCE

EXISTING WOODEN AND

CHAIN LINK FENCES

EXISTING UNDERGROUND

TELEPHONE LINE TO BE

PROTECTED

SIDEWALK

S

ID

E

W

A

L

K

EDGES OF ONE STORY

BUILDING

EXISTING AT&T

POLE

EXISTING FPL SERVICE

DROP POLE

EXISTING BIG TREE

4304 BROOKS AVE

4343

NORTH

AUSTRALIAN

AVE

ASSIGNED ADDRESS OF LS 53 IS

1509 42ND ST, WEST PALM BEACH, FL 33407

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

WMWM

WMWM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WM

W

WMWM

WMWM

WM

WM

WM

WM

WM

WM

WM

WM

WM

W

F

SCALE IN FEET

0 5 10

PORTABLE GENERATOR AREA

LIFT STATION 53 - ENLARGED PROPOSED PLAN

SCALE: 1" = 5'

SCALE IN FEET

0 10 20

LIFT STATION 53 - PROPOSED PLAN

SCALE: 1" = 10'

SE

ALE

D:

CA

D F

ILE

:

DA

TE

:

CH

EC

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Y:

DR

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Y:

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

LIF

T S

TA

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N 5

3 PR

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LIF

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TIO

N N

O. 5

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NEW CONDUIT AND CABLES.

SEE ONE LINE DIAGRAM

EXISTING FPL POLE

W/ POLE MOUNTED

TRANSFORMER

SEE ENLARGED PLAN ON RIGHT

LIFT STATION 53

6' EASEMENT

NEW WET WELL

NEW 6' FENCE

NEW CONCRETE SLAB

SEE PLAN ON LEFT FOR

CONTINUATION

NEW CONDUIT AND CABLES.

SEE ONE LINE DIAGRAM

NEW CONTROL PANEL

NEW SERVICE ENTRANCE RATED

DOUBLE THROW SWITCH

NEW RTU PANEL

NEW METER

NEW GEN. RECEPT.

SIDE WALK

42ND STREET

INSTALLATION NOTES:

1. CONTRACTOR SHALL COORDINATE WITH FPL

FOR NEW HAND HOLE AND RISER. CONTRACTOR

SHALL INSTALL FPL PROVIDED HAND HOLE AND

PAY ALL ASSOCIATED FPL FEES.

2. COORDINATE WITH THE CITY AND THE HOME

OWNERS PRIOR TO NEW SERVICE CONDUIT

INSTALLATION.

NEW FPL

HAND HOLE

3. REMOVE AND RESTORE FENCES TO MATCH

EXISTING AFTER NEW SERVICE CONDUIT

INSTALLATION. RESTORE GRASS AS REQUIRED.

4. PROVIDE GROUNDING AS SHOWN ON

ELECTRICAL DETAILS.

5. MAINTAIN MINIMUM 42" WORKING CLEARANCE IN

FRONT OF ALL ELECTRICAL PANELS.

NEW CONTROL TRANSFORMER

STACKED ABOVE FLOATS AND

LEVEL EXPLOSION PROOF

TERMINAL BOX

42ND STREET

1505 42ND ST.4300 BROOKS AVE

EXISTING WOODEN FENCE

PLAT LINE

EXISTING CHAIN LINK FENCE

EXISTING WOODEN AND

CHAIN LINK FENCES

EXISTING UNDERGROUND

TELEPHONE LINE

EXISTING CHAIN LINK FENCES

EDGES OF ONE STORY

BUILDING

SIDE WALK

S

ID

E

W

A

L

K

EDGES OF ONE STORY

BUILDING

EXISTING WOODEN FENCE

EXISTING CHAIN LINK FENCE

EXISTING UNDERGROUND

TELEPHONE LINE

12"

IRRIGATION CONTROL BOX

(SEE IRRIGATION PLAN)

EXISTING AT&T

POLE

EXISTING BIG TREE

NEW SUBMERSIBLE LEVEL

TRANSMITTER (LIT-053)

NEW EXPLOSION PROOF

TERMINAL BOX FOR PUMP 1

AND 2

4304 BROOKS AVE

4343

NORTH

AUSTRALIAN

AVE

RELOCATED FIRE

HYDRANT

NEW HEDGES

SEE LANDSCAPING

ASSIGNED ADDRESS OF LS 53 IS

1509 42ND ST, WEST PALM BEACH, FL 33407

INSTALL NEW

CONDUIT UNDER

EXISTING TREE

ROOT

NEW WET WELL INTRUSION SWITCH

IRRIGATION ZONE VALVE

(SEE IRRIGATION PLAN)

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

FLOATS (FOUR)

ELECTRICAL PANEL NOTES:

PUMP CONTROL PANEL REQUIREMENTS:

ELECTRICAL PANELS MOUNTING DETAIL

WINDLOADING NOTE FOR ALL PANELS AND ANTENNA:

TYPICAL ARC FLASH LABEL

NOTES:

xx

x.xx

xx

240

xx

xx

LIFT STATION 53

XX

XXX/X/17

xx

x

EL

EC

TR

ICA

L D

ET

AIL

S

LIF

T S

TA

TIO

N N

O. 5

3 IM

PRO

VE

ME

NT

S

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T #

1186

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E-201

17 31

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7/25

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7

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PFH

E-20

1.D

WG

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F. H

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RS,

P.E

. 410

22

SE

ALE

D:

CA

D F

ILE

:

DA

TE

:

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D B

Y:

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AW

N B

Y:

DE

SIG

NE

D B

Y:

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

FENCE GROUNDING DETAIL

GROUND TEST WELL ENCLOSURE GROUNDING DETAIL

COVER DOOR GROUNDING AND DOOR INTRUSION SWITCH DETAIL

TYPICAL PVC COATED GATE OR

FENCE POST GROUNDING

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

LIFT STATION GROUNDING PLAN

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

LIFT STATION I/O LIST

LIFT STATION NO. 53 - ONE LINE DIAGRAM

KEYED NOTE

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

G

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LIFT STATION CONTROL PANEL ENCLOSURE DETAILS

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

BOM ITEMS SELECTION CHART (TWO 240V, 3Ø, PUMPS WITH 240V, 1Ф FPL SERVICE)

MOTOR 3ФEXPECTED

SINGLEPHASEAMPS

MAINBREAKERSWIRE SIZE

ITEM 11VOLTAGEMONITOR

ITEM 4 (MAINBREAKERS) 65kAIC

MOTORFEEDER

SIZE

ITEM 7 (MOTORBREAKER)

ITEM 12(CONTACTOR)

ITEM 46(OVERLOAD)

HP FLA AMPS CATALOG # AMPS CATALOG # SIZE CATALOG # CATALOG #

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

LIFT STATION RTU PANEL ENCLOSURE DETAILS

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401

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PUBLIC UTILITIES DEPARTMENT * 401 CLEMATIS ST. * 4TH FLOOR * WEST PALM BEACH, FL 33401 * PH. (561) 494-1040 * FAX: (561) 494-1116 OF

SHEET

1475 CENTREPARK BLVD., SUITE 210

WEST PALM BEACH, FL 33401