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
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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
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Insert Title Field Here
A
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SECTION
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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
NG
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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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
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1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
·
·
·
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·
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·
·
·
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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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DEM
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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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SA
N
SA
N
SA
N
SA
N
SA
N
WMWM
WMWM
WMWM
WMWM
WMWM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WS
LW
SL
W
0+00
12.0
5+00 10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00
13.0
14.0
15.0
16.0
17.0
18.0
XX
XX
X
12.0
13.0
14.0
15.0
16.0
17.0
18.0
XX
XX
X
0+00
12.0
5+00 10+00 15+00 20+00
13.0
14.0
15.0
16.0
17.0
18.0
XX
XX
X
12.0
13.0
14.0
15.0
16.0
17.0
18.0
XX
XX
X
SCALE IN FEET
0 5 10
LIFT STATION 53 - PROPOSED SITE PLAN
SCALE: 1" = 5'
6
"
F
M
42ND STREET
8
" S
A
N
8" S
AN
SE
ALE
D:
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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
ITE
PL
AN
LIF
T S
TA
TIO
N 5
3
LIF
T S
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TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
C-102
07 31
AS S
HO
WN
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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WS
LW
SL
W
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
M
42ND STREET
8
" G
M
10" G
M
SE
ALE
D:
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D F
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:
DA
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:
CH
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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 L
AN
DSC
APE
PL
AN
LIF
T S
TA
TIO
N 5
3
LIF
T S
TA
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N N
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3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1491
20
L-101
8 31
AS S
HO
WN
02/1
8/20
17
WEV
WEV
WEV
LS 5
3 L-
101
WVL
A201
7063
0 LP
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not
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AYN
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LLAV
ASO
EXISTING SIDEWALK
C R
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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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WMWM
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WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WS
LW
SL
W
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
SE
ALE
D:
CA
D F
ILE
:
DA
TE
:
CH
EC
KE
D B
Y:
DR
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N B
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:
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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
RIG
AT
ION
PL
AN
LIF
T S
TA
TIO
N 5
3
LIF
T S
TA
TIO
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ME
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PRO
JEC
T #
1491
20
L-IR-101
9 31
AS S
HO
WN
02/1
8/20
17
WEV
WEV
WEV
LS 5
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IR-1
01 W
VLA2
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630
IP_w
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dwg
WAY
NE
VILL
AVAS
O
EXISTING SIDEWALK
C R
/W
L
SOD
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
UC
TU
RA
L N
OT
ES
AN
D D
ET
AIL
S
LIF
T S
TA
TIO
N N
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3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1491
20
S-001
10 31
AS S
HO
WN
4/20
/201
7
R. H
RAB
OVS
KY
B. S
COTT
J. S
TEW
ART
S-00
1.D
WG
JAR
ED S
TEW
ART
- 767
32
SE
ALE
D:
CA
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:
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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
7238
P-101
11 31
AS S
HO
WN
4/10
/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 #
1186
7238
P-102
12 31
AS S
HO
WN
4/10
/201
7
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
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
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
S
PRO
JEC
T #
1186
7238
P-103
13 31
AS S
HO
WN
4/10
/201
7
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: [email protected], 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
JEC
T #
1186
7238
E-001
14 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-00
1.D
WG
PAUL
F. H
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RS,
P.E
. 410
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:
SC
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:
R E
V
I S
I O
N
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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
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CR
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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
JEC
T #
1186
7238
E-101
15 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-10
1.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
22
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
KE
D B
Y:
DR
AW
N B
Y:
DE
SIG
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D B
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SC
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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
LIF
T S
TA
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3 PR
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SED
LIF
T S
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N N
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PRO
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PRO
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T #
1186
7238
E-102
16 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-10
2.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
22
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
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LIF
T S
TA
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N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-201
17 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-20
1.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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
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SC
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R E
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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
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
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
PRO
JEC
T #
1186
7238
E-202
18 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-20
2.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
SC
ALE
:
R E
V
I S
I O
N
S
NO
.D
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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
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
ON
E L
INE
DIA
GR
AM
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-301
19 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
1.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
SC
ALE
:
R E
V
I S
I O
N
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CR
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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
SHEET1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
G
RUN
G
RUN
LIFT STATION CONTROL PANEL ENCLOSURE DETAILS
CO
NT
RO
L P
AN
EL
LA
YO
UT
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-302
20 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
2.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
SC
ALE
:
R E
V
I S
I O
N
S
NO
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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
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 #
CO
NT
RO
L P
AN
EL
BIL
L O
F M
AT
ER
IAL
S
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-303
21 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
3.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
POW
ER
SC
HE
MA
TIC
1
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-304
22 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
4.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
POW
ER
SC
HE
MA
TIC
2
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-305
23 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
5.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
POW
ER
SC
HE
MA
TIC
3
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-306
24 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
6.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
LIFT STATION RTU PANEL ENCLOSURE DETAILS
RT
U P
AN
EL
LA
YO
UT
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-307
25 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
7.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
RT
U P
AN
EL
BIL
L O
F M
AT
ER
IAL
S
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-308
26 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
8.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
RT
U W
IRIN
G D
IAG
RA
M
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-309
27 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-30
9.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
SC
ALE
:
R E
V
I S
I O
N
S
NO
.D
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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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
RT
U D
IGIT
AL
INPU
TS
- 1
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-310
28 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-31
0.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
SC
ALE
:
R E
V
I S
I O
N
S
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CR
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ND
AT
EB
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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
RT
U D
IGIT
AL
INPU
TS
- 2
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-311
29 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-31
1.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
22
SE
ALE
D:
CA
D F
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:
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
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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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
RT
U D
IGIT
AL
OU
TPU
TS
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-312
30 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-31
2.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
22
SE
ALE
D:
CA
D F
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:
DA
TE
:
CH
EC
KE
D B
Y:
DR
AW
N B
Y:
DE
SIG
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D B
Y:
SC
ALE
:
R E
V
I S
I O
N
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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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401
RT
U A
NA
LO
G IN
PUT
S
LIF
T S
TA
TIO
N N
O. 5
3 IM
PRO
VE
ME
NT
S
PRO
JEC
T #
1186
7238
E-313
31 31
AS S
HO
WN
7/25
/201
7
SFC
TN
PFH
E-31
3.D
WG
PAUL
F. H
ILLE
RS,
P.E
. 410
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:
SC
ALE
:
R E
V
I S
I O
N
S
NO
.D
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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
1475 CENTREPARK BLVD., SUITE 210
WEST PALM BEACH, FL 33401