9-DRWG 20250929 BID 43433507 D-17 E-13 PS REHAB.pdf

CLARENDON AVE

Revision

P.A. No.

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Date

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Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C0-1COVERJOHN P. CAIRNES

74737

NAVD88

REHABILITATION

PREPARED FOR

D-17 & E-13

PUMP STATIONS

REHABILITATION

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

TOWN MAYOR

DANIELLE H. MOORE, MAYOR

TOWN COUNCIL MEMBER

BOBBIE LINDSAY, COUNCIL PRESIDENT

LEW CRAMPTON, COUNCIL PRESIDENT PRO-TEM

JULIE ARASKOG, COUNCIL MEMBER

BRIDGET MORAN, COUNCIL MEMBER

TED COONEY, COUNCIL MEMBER

TOWN MANAGER

KIRK BLOUIN

PUBLIC WORKS DIRECTOR

H. PAUL BRAZIL, P.E.

SECTION 35, TOWNSHIP 43 SOUTH, RANGE 43 EAST

VICINITY MAP

NTS

PROJECT LOCATION

BID SUBMITTAL

JUNE 2025

LAT 26°41'01" N

LON 80°02'17" W

INDEX OF SHEETS

SHEET NO. SHEET DESCRIPTION

C0-1 COVER

C0-2 LOCATION MAP, GENERAL NOTES, AND LEGEND

C0-3 GENERAL NOTES

C1-1 EXISTING SITE PLAN - OVERALL VIEW

C1-2 EXISTING DEMOLITION PLAN

C1-3 EXISTING DEMO PROFILE (D-17)

C1-4 PROPOSED SITE PLAN

C3-1 PROPOSED PLAN & PROFILE (D-17)

C3-2 SECTION VIEWS (D-17)

C3-3 PROPOSED PLAN & PROFILE (E-13)

C4-1 PAVEMENT, GRADING, AND DRAINAGE PLAN

C5-1 DETAILS (D-17)

C5-2 DETAILS (D-17)

C5-3 DETAILS (D-17)

C5-4 DETAILS (E-13)

C5-5 DETAILS (E-13)

S0-0 STRUCTURAL NOTES (1 OF 2)

S0-1 STRUCTURAL NOTES (2 OF 2)

S0-2 STRUCTURAL SITE PLAN

S1-0 SEAWALL REPAIRS PLAN AND ELEVATION

S2-0 OUTFALL STRUCTURE PLAN AND ELEVATION

S2-1 OUTFALL STRUCTURE DETAIL

S3-0 WET WELL MODIFICATIONS

S3-1 WET WELL DETAILS

S4-0 GENERATOR AND MAINTENANCE PLATFORM FOUNDATION PLAN

S4-1 MAINTENANCE PLATFORM PLAN

S4-2 GENERATOR AND MAINTENANCE PLATFORM SECTIONS

S4-3 MAINTENANCE PLATFORM DETAILS (1 OF 2)

S4-4 MAINTENANCE PLATFORM DETAILS (2 OF 2)

S5-0 ELECTRICAL PANEL PEDESTAL DETAILS (1 OF 2)

S5-1 ELECTRICAL PANEL PEDESTAL DETAILS (2 OF 2)

S6-0 E-13 TOP SLAB REPLACEMENT PLAN AND DETAILS

S8-0 GRATING DETAILS (1 OF 2)

S8-1 GRATING DETAILS (2 OF 2)

S9-0 CONCRETE REPAIR DETAILS (1 OF 2)

S9-1 CONCRETE REPAIR DETAILS (2 OF 2)

S9-2 STRUCTURAL DETAILS (1 OF 2)

S9-3 STRUCTURAL DETAILS (2 OF 2)

E-1 ELECTRICAL NOTES & LEGEND

E-2 ELECTRICAL DEMO PLAN

E-3 OVERALL ELECTRICAL SITE PLAN

E-4 ELECTRICAL INSTALL PLAN

E-5 ELECTRICAL ONELINE

E-6 PANELBOARD SCHEDULE

E-7 STORMWATER CONTROL PANEL SCHEMATICS, SHEET 1

E-8 STORMWATER CONTROL PANEL SCHEMATICS, SHEET 2

E-9 STORMWATER CONTROL PANEL SCHEMATICS, SHEET 3

E-10 STORMWATER CONTROL PANEL SCHEMATICS, SHEET 4

E-11 STORMWATER CONTROL PANEL SCHEMATICS, SHEET 5

E-12 STORMWATER CONTROL PANEL DETAILS

E-13 LIFT STATION CONTROL PANEL SCHEMATIC

E-14 LIFT STATION CONTROL PANEL DETAILS

E-15 BYPASS CONTROL PANEL SCHEMATIC

E-16 BYPASS CONTROL PANEL DETAILS

E-17 RTU SCHEMATIC

E-18 RTU DETAILS

E-19 ELECTRICAL DETAILS, SHEET 1

E-20 ELECTRICAL DETAILS, SHEET 2

I-1 I&C LEGEND

I-2 I&C DIAGRAM

I-3 I&C DETAILS

TOTAL NUMBER OF SHEETS: 61

PROJECT LOCATION

VITA SERENA

CLARENDON AVE

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Revision

P.A. No.

Dwg. No.

No. Date By

Florida P.E. No.

Date

SEAL

PL

O

T D

AT

E:

J un

6,

- 1

:4

AD

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F ile

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dw g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C0-2

LOCATION MAP,

GENERAL NOTES,

AND LEGEND

JOHN P. CAIRNES

74737

NAVD88

REHABILITATION

GENERAL NOTES:

1. WRITTEN DIMENSIONS HAVE PREFERENCE OVER SCALED DIMENSIONS.

2. WHEN 'OWNER' OR 'TOPB' IS STATED, THIS REFERENCES THE TOWN OF PALM

BEACH.

3. ALL WORK REFERENCING FDOT STANDARDS, INDEXES, OR SPECIFICATIONS

SHALL BE PERFORMED IN ACCORDANCE WITH FDOT DESIGN STANDARDS,

AND STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION,

LATEST EDITION.

4. IN THE CASE OF AN INCONSISTENCY BETWEEN DRAWINGS AND

SPECIFICATIONS OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY

ADDENDUM, THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL

CONTROL.

5. AERIAL PHOTOGRAPHY SHOWN ON THE DRAWINGS ARE FROM THE PALM

BEACH COUNTY DATABASE, 2023 EDITION, AND AS SUCH, SHALL BE USED

ONLY AS SCHEMATICS.

6. ALL BOLTS, NUTS, WASHER, ETC. AND MISCELLANEOUS HARDWARE SHALL

BE 316 STAINLESS STEEL.

7. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES, UNLESS

OTHERWISE NOTED. THE CONTRACTOR SHALL SLOPE FINISHED GRADES

UNIFORMLY BETWEEN OTHER FINISHED AND EXISTING GRADES.

8. STRUCTURE COORDINATES REFER TO CENTER OF STRUCTURE UNLESS

OTHERWISE NOTED.

9. ALL WORK SHALL BE OPEN AND SUBJECT TO INSPECTION BY AUTHORIZED

PERSONNEL OF THE TOWN, INVOLVED UTILITY COMPANIES, PROJECT

ENGINEER, AND REGULATORY AGENCIES.

10. THE WORK TO BE PERFORMED BY THE CONTRACTOR INCLUDES ALL

PERMITTING, INSPECTIONS, FURNISHING ALL MATERIALS, LABOR, TOOLS,

EQUIPMENT, WATER, LIGHT, POWER, TRANSPORTATION, SUPERINTENDENCE,

TEMPORARY CONSTRUCTION OF EVERY NATURE, AND ALL OTHER SERVICES

AND FACILITIES OF EVERY NATURE WHATSOEVER NECESSARY TO

DEMOLISH, REMOVE, ABANDON, DISPOSE, RELOCATE, CLEAR, MODIFY,

DEWATER, CONSTRUCT, COMPLETE, DELIVER AND PLACE IN OPERATION THE

PROJECT AS SHOWN ON THESE DRAWINGS AND DESCRIBED IN

SPECIFICATION. ALL WORK TO BE IN ACCORDANCE WITH THE

SPECIFICATIONS AND DRAWINGS.

11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ESTIMATING THE

DIFFICULTY AND COST OF SUCCESSFULLY PERFORMING THE WORK. PRIOR

TO QUOTING THE PROJECT, AS WELL AS, PRIOR TO COMMENCEMENT OF

CONSTRUCTION, CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING STEPS

REASONABLY NECESSARY TO ASCERTAIN THE NATURE AND LOCATION OF

THE WORK, AND INVESTIGATE AND SATISFY ONESELF AS TO THE GENERAL

AND LOCAL CONDITIONS WHICH MAY AFFECT ITS COST, PROGRESS,

PERFORMANCE OR SUCCESSFUL FURNISHING OF THE WORK. FURTHER,

THE CONTRACTOR IS SOLELY RESPONSIBLE TO MAKE OR OBTAIN SUCH

PROJECT SPECIFIC EXAMINATIONS, INVESTIGATIONS, EXPLORATIONS, TESTS

AND STUDIES AND OBTAIN ANY ADDITIONAL INFORMATION AND DATA WHICH

PERTAIN TO THE PHYSICAL CONDITIONS (SURFACE, SUBSURFACE AND

UNDERGROUND FACILITIES) AT OR CONTIGUOUS TO THE PROJECT SITE OR

OTHERWISE DETERMINED BY THE CONTRACTOR WHICH MAY AFFECT ITS

COST, PROGRESS, PERFORMANCE OR SUCCESSFUL FURNISHING OF THE

WORK. OWNER SHALL NOT BE RESPONSIBLE FOR ANY CONCLUSIONS OR

INTERPRETATIONS MADE BY THE CONTRACTOR BASED ON THE

INFORMATION MADE AVAILABLE BY THE OWNER.

12. PRIOR TO THE START OF CONSTRUCTION, ORDERING ANY MATERIALS, OR

FABRICATED ITEMS, THE CONTRACTOR SHALL CONFIRM, AT THEIR OWN

EXPENSE, ALL VERTICAL AND HORIZONTAL LOCATIONS,DIMENSIONS AND

MEASUREMENTS.

13. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" STRUCTURES,

UTILITIES, ETC., NOT SHOWN ON THE DRAWINGS, EXIST WITHIN THE AREA OF

CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING ENGINEER WITH "AS BUILT" INFORMATION AND WRITTEN

NOTIFICATION OF ALL CONFLICTS WITH THE PROPOSED CONSTRUCTION.

THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK OR ORDERING OF

ANY MATERIALS UNTIL ALL CONFLICTS HAVE BEEN RESOLVED.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND

CONSTRUCTION STAKING AND ESTABLISHING ALL LINES AND GRADES

TOGETHER WITH ALL REFERENCE POINTS AS REQUIRED BY THE VARIOUS

TRADES.

15. THE CONTRACTOR SHALL IMPLEMENT TEMPORARY CONTROLS AND

FACILITIES FOR ALL CONSTRUCTION ACTIVITIES AND SHALL COMPLY WITH

ALL PERMITTING REQUIREMENTS OF FEDERAL, STATE AND LOCAL

AGENCIES.

16. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK COMPETENTLY

AND EFFICIENTLY, DEVOTING SUCH ATTENTION THERETO AND APPLYING

SUCH SKILLS AND EXPERTISE AS MAY BE NECESSARY TO PERFORM THE

WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS.

ENGINEER'S REPRESENTATIVE MAY PERIODICALLY OBSERVE THE

PROGRESS AND THE QUALITY OF THE EXECUTED WORK, HOWEVER, THESE

OBSERVATIONS ARE FOR THE SOLE BENEFIT OF THE OWNER AND DO NOT

RELIEVE THE CONTRACTOR OF ITS RESPONSIBILITIES.

17. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS,

TECHNIQUES, SAFETY, SEQUENCES AND PROCEDURES OF CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT THE FINISHED WORK

COMPLIES ACCURATELY WITH THE SPECIFICATIONS AND DRAWINGS.

18. THE CONTRACTOR SHALL CAREFULLY REVIEW ALL SUBMITTALS PRIOR TO

SUBMISSION TO THE ENGINEER. THE CONTRACTOR SHALL CAREFULLY

CHECK AND VERIFY ALL FIELD MEASUREMENTS. REVIEW BY THE ENGINEER

WILL BE ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE

PROJECT AND FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THE

SPECIFICATIONS AND DRAWINGS. ENGINEER'S REVIEW WILL NOT EXTEND

TO MEANS, METHODS, SEQUENCES, TECHNIQUES OR PROCEDURES OF

CONSTRUCTION, OR TO SAFETY PRECAUTIONS OR PROGRAMS INCIDENT

THERETO.

19. CONTRACTOR SHALL LIMIT ACCESS AND CONSTRUCTION OPERATIONS TO

WITHIN LIMITS SHOWN ON DRAWINGS. THE CONTRACTOR SHALL PRESERVE

FROM DAMAGE, ALL PROPERTY WITHIN OR IN PROXIMITY TO THE LIMITS OR

IN ROUTE TO THE CONSTRUCTION SITE. IF ANY SUCH PROPERTY IS

DAMAGED DUE TO ANY ACTIVITIES OF THE CONTRACTOR, OR

SUBCONTRACTORS, SUPPLIES, ETC., THE CONTRACTOR SHALL IMMEDIATELY

RESTORE THE DAMAGED PROPERTY TO ITS ORIGINAL CONDITION, OR

BETTER, AT THE SOLE EXPENSE OF THE CONTRACTOR.

20. CONTRACTOR SHALL SUBMIT MAINTENANCE OF TRAFFIC PLAN(S) AS

REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH ALL MUNICIPAL,

COUNTY, STATE AND FEDERAL LAWS AND REGULATIONS, AS APPLICABLE,

AND SHALL SCHEDULE THE WORK TO CAUSE MINIMUM DISTURBANCE OF

NORMAL PEDESTRIAN AND VEHICULAR TRAFFIC.

21. ALL TESTS, ANALYSES AND INSPECTIONS ARE TO BE PERFORMED BY A

QUALIFIED INDEPENDENT TESTING LABORATORY AND SHALL BE AT THE

CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SCHEDULING THE INDEPENDENT TESTING LABORATORY'S VISITS AND FOR

THE COORDINATION OF THE TESTING WITH THE INDEPENDENT TESTING

LABORATORY AND ENGINEER.

22. CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS TO CONTROL DUST

AT ALL TIMES, WHETHER OR NOT THE SITE IS ACTIVE, AT NIGHT TIME, ON

WEEKENDS, OR ON HOLIDAYS. CONTRACTOR MUST ALSO NOT LET

AIRBORNE DUST CROSS PROPERTY BOUNDARIES. CONTRACTOR SHALL

WATER AT SUFFICIENT FREQUENCY, QUANTITY, AND DEPTH, INCLUDING

PRE-SOAKING TO CONTROL DUST AND PREVENT OBJECTIONABLE BLOWING

OR DRIFTING OF DUST, SAND, AND OTHER DEBRIS AND/OR IF DIRECTED BY

THE TOWN.

23. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FDEP

GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL

CONSTRUCTION SITES.

24. NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (N.P.D.E.S.)

DEVICES SHOWN ON THE DRAWING ARE THE MINIMUM REQUIRED DEVICES

THAT ARE TO BE INSTALLED. CONTRACTOR SHALL UTILIZE ADDITIONAL

CONSTRUCTION METHODS AND DEVICES SUCH AS TURBIDITY CURTAINS,

SILT FENCES, AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER

TO COMPLY WITH THE STATE AND LOCAL WATER QUALITY STANDARDS AND

NPDES REQUIREMENTS. AT A MINIMUM CONTRACTORS MEANS AND

METHODS SHALL KEEP TURBIDITY LEVELS BELOW 29 NTU'S ABOVE

BACKGROUND.

25. CONTRACTOR SHALL RESTRICT PEDESTRIAN ACCESS AROUND THE WORK

SITE. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY, PEDESTRIAN

MOT, ACCESS RESTRICTION TO WORK/STORAGE AREAS, ETC.

26. ALL LOCATIONS AND ELEVATIONS SHOWN FOR EXISTING GRADES FOR

SURFACE AND SUBSURFACE STRUCTURES, PIPING, ETC. ARE BASED ON THE

BEST AVAILABLE INFORMATION. WHILE EVERY ATTEMPT HAS BEEN MADE TO

PROVIDE ACCURATE DATA, THE CONTRACTOR SHALL CONSIDER ALL

LOCATIONS AND ELEVATIONS APPROXIMATE IN NATURE. PRIOR TO THE

START OF CONSTRUCTION AND/OR ORDERING OF ANY MATERIALS OR

FABRICATED ITEMS, THE CONTRACTOR SHALL CONFIRM THE EXACT

LOCATIONS AND ELEVATIONS. IN ADDITION, THE CONTRACTOR SHALL BE

RESPONSIBLE TO VERIFY IF "OTHER" STRUCTURES, UTILITIES, ETC. NOT

SHOWN ON THE DRAWINGS EXIST WITHIN THE AREA OF CONSTRUCTION. THE

CONTRACTOR SHALL PROVIDE RECORD INFORMATION AND WRITTEN

NOTIFICATION OF ALL CONFLICTS WITH THE PROPOSED CONSTRUCTION TO

THE ENGINEER. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK

UNTIL ALL CONFLICTS HAVE BEEN RESOLVED.

27. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL, DISPOSAL,

ABANDONMENT, CLEARING, GRUBBING AND RELOCATIONS NECESSARY TO

COMPLETE THE WORK WHETHER SHOWN ON THE DRAWINGS OR NOT.

28. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACTIVITIES

INVOLVING CONSTRUCTION, STAGING AREAS, AND ACCESS ROADS IN KIND.

29. THE CONTRACTOR SHALL COORDINATE WITH THE NECESSARY UTILITY

COMPANIES AND SUNSHINE STATE ONE CALL (800-432-4770) FOR ALL

LOCATES A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

30. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL

COMPLY WITH CHAPTER 556 OF THE FLORIDA STATUTES: THE

UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT.

31. WHERE EXCAVATIONS TO A DEPTH IN EXCESS OF FIVE FEET (5') ARE

REQUIRED, THE CONTRACTOR SHALL INCLUDE THE FOLLOWING

INFORMATION IN THE BID:

A. REFERENCE TO THE TRENCH SAFETY STANDARDS THAT WILL BE IN

EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT.

B. WRITTEN ASSURANCES BY THE CONTRACTOR PERFORMING THE

TRENCH EXCAVATION THAT SUCH CONTRACTOR WILL COMPLY WITH

THE FLORIDA TRENCH SAFETY ACT.

C. A SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE

APPLICABLE TRENCH SAFETY STANDARDS.

31. CONTRACTOR SHALL COORDINATE ACCESS TO THE WETWELL WITH THE

TOWN OF PALM BEACH. TEMPORARY SHUT DOWNS OF THE PUMP STATION

OR WORK THAT WILL RESULT IN A REDUCTION IN THE PROTECTION

PROVIDED BY THE PUMP STATION SHALL BE COORDINATED WITH THE TOWN

A MINIMUM OF 48 HR IN ADVANCE. CONTRACTOR SHALL HAVE WRITTEN

PERMISSION FROM THE TOWN PRIOR TO PERFORMING THIS WORK.

32. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE TOWN OF PALM

BEACH UNDERGROUNDING PROJECT TO KEEP THE PROJECT ON SCHEDULE

AND CONSOLIDATE WORK IMPACTING THE PUMP STATIONS OPERATION.

33. WATER ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON RECORD

DRAWINGS. WATER ELEVATIONS FLUCTUATE WITH TIDES AND RAINFALL. NO

CONTRACT ADJUSTMENT SHALL BE MADE IF WATER ELEVATIONS DO NOT

MATCH THE ELEVATIONS SHOWN ON THE DRAWINGS.

34. CONTRACTOR SHALL LOCATE ALL IRRIGATION PRIOR TO BEGINNING

CONSTRUCTION, DAMAGED IRRIGATION SHALL BE REPAIRED IN KIND WITHIN

24 HOURS ON PRIVATE PROPERTY AND AS NEEDED DURING THE

CONSTRUCTION ON TOWN PROPERTY.

35. CONTRACTOR TO COORDINATE WITH RESIDENTS AND PROVIDE ACCESS TO

ALL RESIDENTIAL HOMES AT ALL TIMES.

36. CONTRACTOR SHALL BE RESPONSIBLE FOR OPERATING AND MAINTAINING

THE STATIONS COMPLETELY UNTIL BOTH STATIONS ARE CLOSED OUT.

37. CONTRACTOR SHALL PERFORM TESTS ON GENERATOR (AND ANY OTHER

EQUIPMENT OWNER REQUIRES) BEFORE & AFTER WORK TO CONFIRM

WORKING CONDITIONS.

38. CONTRACTOR SHALL COORDINATE WITH TOWN STAFF FOR CONSTRUCTION

STAGING AREAS.

39. CONTRACTOR SHALL COORDINATE ALL WORK WITH FLORIDA POWER AND

LIGHT (FPL) TO KEEP THE PROJECT ON SCHEDULE, CONSOLIDATE WORK

IMPACTING THE PUMP STATIONS OPERATION, PROVIDE A FULLY FUNCTIONAL

SYSTEM, AND FOR THE DELIVERY AND STORAGE OF FPL FURNISHED

MATERIALS TO THE JOBSITE.

40. CONTRACTOR TO PROVIDE TEMPORARY POWER FOR STREET LIGHTING AS

NEEDED DURING CONSTRUCTION.

REPORT OF SURVEY:

1. THE SURVEY DEPICTED HEREON HAS BEEN CLASSIFIED AS A

TOPOGRAPHIC SURVEY, AS DEFINED IN RULE 5J-17.050 OF THE FLORIDA

ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 472.027, FLORIDA

STATUTES AS AMENDED.

2. THIS SURVEY HAS BEEN PREPARED IN THE OFFICE OF DENNIS J. LEAVY

& ASSOCIATES, INC. LOCATED AT: 460 BUSINESS PARK WAY, SUITE B,

ROYAL PALM BEACH, FLORIDA, WHOSE CERTIFICATE OF

AUTHORIZATION NUMBER IS LB #6599, AND THE CERTIFYING

SURVEYOR'S (DAVID A. BOWER) LICENSE NUMBER IS LS #5888.

3. THE SURVEY SKETCH SHOWN HEREON DOES NOT NECESSARILY

CONTAIN ALL OF THE INFORMATION OBTAINED OR DEVELOPED BY THE

UNDERSIGNED SURVEYOR IN HIS FIELD WORK, OFFICE WORK, OR

RESEARCH.

4. THIS IS NOT A BOUNDARY SURVEY.

5. THIS SURVEY DOES NOT ADDRESS ENVIRONMENTAL MATTERS,

JURISDICTIONAL BOUNDARIES OR HAZARDOUS WASTE CONCERNS

SHOULD ANY OF THE FOREGOING EXIST.

6. THE ELEVATIONS SHOWN HEREON ARE FOR THE PURPOSE OF

INDICATING THE GROUND ELEVATION ONLY AT THE POSITION SHOWN

AND IN NO WAY INDICATE ELEVATIONS AT ANY OTHER POINT THAN

SHOWN HEREON AND DO NOT DETERMINE SUB SURFACE CONDITIONS.

7. THE UNDERSIGNED MAKES NO REPRESENTATIONS OR GUARANTEES AS

TO THE INFORMATION REFLECTED HEREON PERTAINING TO

EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND

OTHER MATTERS, AND FURTHER, THIS INSTRUMENT IS NOT INTENDED

TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION

SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH

APPROPRIATE TITLE VERIFICATION. LANDS SHOWN HEREON WERE NOT

ABSTRACTED FOR RIGHTS OF WAY AND/OR EASEMENTS OF RECORD.

8. THIS SURVEY DOES NOT MEET THOSE STANDARDS ESTABLISHED BY

THE AMERICAN LAND TITLE ASSOCIATION.

9. UNDERGROUND APPARENT USE AND/OR IMPROVEMENTS HAVE NOT

BEEN SHOWN UNLESS OTHERWISE NOTED.

10. THIS INSTRUMENT MAY NOT BE REPRODUCED IN PART OR WHOLE

WITHOUT THE WRITTEN CONSENT OF DENNIS J. LEAVY & ASSOCIATES

INC.

11. DATE OF FIELD SURVEY: OCTOBER 28TH, 2024, AS RECORDED IN FIELD

BOOK 561, PAGES 02 THROUGH 15 AND 20.

12. THIS SURVEY LIES IN SECTIONS 34 AND 35, TOWNSHIP 43 SOUTH,

RANGE 43 EAST, TOWN OF PALM BEACH, PALM BEACH COUNTY,

FLORIDA.

13. BY GRAPHIC PLOTTING ONLY THE SUBJECT PROPERTY LIES WITHIN

ZONE AE (EL 8.0), AS SHOWN ON THE U.S. DEPARTMENT OF HOMELAND

SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD

INSURANCE RATE MAP, MAP NUMBER: 12099C0591G, COMMUNITY: TOWN

OF PALM BEACH, NUMBER: 120220, PANEL 0591, SUFFIX: G, EFFECTIVE

DATE: DECEMBER 2024.

14. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN

EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS

BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. IN ALL CASES,

DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE

IMPROVEMENTS OVER SCALED POSITIONS.

15. MEASUREMENTS SHOWN HEREON ARE EXPRESSED IN FEET AND

DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED.

16. ALL DATES SHOWN WITHIN THE REVISION BLOCK HEREON ARE FOR

INTEROFFICE FILING USE ONLY, AND IN NO WAY AFFECT THE DATE OF

THE FIELD SURVEY STATED HEREIN.

17. BENCHMARK OF ORIGIN: PER THE TOPOGRAPHIC SURVEY OF PALM

BEACH UNDERGROUNDING PROJECT, FROM SOUTH COUNTY ROAD TO

WOODBRIDGE ROAD AND SOUTH OCEAN BOULEVARD FROM SOUTH

COUNTY ROAD TO WOODBRIDGE ROAD, PREPARED BY AVIROM &

ASSOCIATES, JOB NUMBER 10194-9N, DATED 09/20/2017.

18. ELEVATIONS REFERENCED HEREON ARE BASED ON THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

SYMBOL LEGEND: LEGEND:

G

R

AP

H

IC

S C

AL

E

IN

F

EE

T

ANTENNA

BACKFLOW PREVENTOR

BENCHMARK

CATCH BASIN

DRAINAGE MANHOLE

ELECTRIC BOX

ELECTRIC HANDHOLE

PALM TREE WITH TRUNK DIAMETER IN INCHES

SANITARY MANHOLE

SANITARY VALVE WITH CONCRETE APRON

SIGN

CC UNDERGROUND COMCAST CONDUIT

DBI DITCH BOTTOM INLET

DIA DIAMETER

DIP DUCTILE IRON PIPE

E EAST

EL ELEVATION

ELEC UNDERGROUND ELECTRIC

EX EXISTING

FDOT FLORIDA DEPARTMENT OF TRANSPORATION

FL FLANGED

FM FORCEMAIN

HDPE HIGH DENSITY POLYETHYLENE PIPE

INV PIPE INVERT

LB LICENSED BUSINESS

LF LINEAR FEET

LS LICENSED SURVEYOR

MIN MINIMUM

MJ MECHANICAL JOINT

N NORTH

NAVD NORTH AMERICAN VERTICAL DATUM

NGVD NATIONAL GEODETIC VERTICAL DATUM

O.R.B. OFFICIAL RECORDS BOOK

P.B. PLAT BOOK

P.B.C.R. PALM BEACH COUNTY RECORDS

PCN PARCEL CONTROL NUMBER

PG. PAGE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

R/W RIGHT-OF-WAY

S SOUTH

SS SANITARY SEWER

SS STAINLESS STEEL

STD STANDARD

TYP TYPICAL

U.E. UTILITY EASEMENT

W WEST

W/ WITH

WM WATERMAIN

PLAT LEGEND:

P1 LUCOM ADDITION

(P.B. 66 P.G. 148, P.B.C.R.)

P2 VITA SERENA

(P.B. 9 P.G. 59, P.B.C.R.)

C0-2

SITE ACCESS AND SURVEY BENCHMARKS

NTS

SYMBOL LEGEND:

316 SS

CONCRETE

DEMOLITION

CIVIL SECTION VIEW, CALL OUT SYMBOL

CIVIL DETAIL, CALL OUT SYMBOL

C5-1

DIRECTION OF

SECTION VIEW SECTION NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LINE

DETAIL/SECTION

NUMBER

SHEET WHERE

DETAIL/SECTION IS

LOCATED

C5-1

P.A. No.

Dwg. No.

No. Date By

Florida P.E. No.

Date

SEAL

PL

O

T D

AT

E:

J un

6,

- 1

:4

AD

D

F ile

: F :\p b_ pb ps

\C

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dw g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C0-3GENERAL NOTESJOHN P. CAIRNES

74737

NAVD88

REHABILITATION

SEQUENCE OF CONSTRUCTION NOTES:

ANY CONSTRUCTION SEQUENCE SUGGESTED IN THE CONTRACT DOCUMENTS OR OTHERWISE PROVIDED BY THE ENGINEER OR OWNER IS INTENDED TO BE A GUIDE TO THE CONTRACTOR AS A MEANS OF PROGRESSING THE WORK WITH A MINIMUM

INTERRUPTION OF SERVICE TO THE OWNER.

THIS SUGGESTED SEQUENCE OF CONSTRUCTION IS BASED ON THE ANTICIPATED DELIVERY TIMELINE OF MATERIALS BASED ON COORDINATION WITH MANUFACTURES DURING THE DESIGN OF THE PROJECT. THE CONTRACTOR SHALL RELY ON THEIR OWN MEANS AND METHODS, DELIVERY TIME FRAMES, AND SCHEDULE TO PREPARE A PROPOSED SEQUENCE OF CONSTRUCTION THAT WILL BE SUBMITTED TO THE TOWN FOR REVIEW AND ACCEPTANCE PRIOR TO BEGINNING WORK ONSITE. CONTRACTOR SHALL IDENTIFY LONG LEAD ITEMS AND CRITICAL PATH ITEMS AND COORDINATE TO HAVE THE RELEASE OF THESE ITEMS

EXPEDITED.

THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND PROVIDE A PHASING AND TEMPORARY FACILITY PLAN TO THE ENGINEER WHICH WILL INCLUDE COORDINATION WITH THE OPERATION OF THE OWNERS FACILITIES AND THE COORDINATING OF THE VARIOUS ELEMENTS OF WORK. THESE SUBMITTALS WILL BE REVIEWED FOR APPROVAL BASED ON MINIMIZING THE INTERRUPTION OF SERVICE TO THE OWNER AND THE PROTECTION OF THE EXISTING AND NEW IMPROVEMENTS.

THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF PALM BEACH PRECONSTRUCTION AND POST CONSTRUCTION START

UP OF THE EQUIPMENT OF THE EXISTING AND/OR PROPOSED EQUIPMENT.

TOWN RESPONSIBILITIES:

1. THE TOWN OF PALM BEACH SHALL HOLD THE CONTRACTOR RESPONSIBLE FOR ANY DAMAGE FROM CONSTRUCTION ACTIVITIES TO THE EXISTING EQUIPMENT EFFECTING THE OPERATION OF THE PUMP STATION(S).

2. THE TOWN SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND/OR REPLACEMENT OF EXISTING EQUIPMENT THAT FAILS

PRIOR TO PRECONSTURCTION START UP OF THE EQUIPMENT.

CONTRACTOR'S RESPONSIBILITIES AND REQUIREMENTS:

3. PUMP STATION OPERATION AND FLOOD PROTECTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IMMEDIATELY FOLLOWING THE PRE CONSTRUCTION START UP. IT IS UNDERSTOOD THAT THE TOWN WILL NOT HAVE COMPLETE CONTROL OVER ALL EQUIPMENT DURING THE REHABILITATION OF THE PUMP STATION(S) AND THE CONTRACTOR SHALL TAKE THE

LEAD ROLE IN COORDINATING AND CHECKING THE OPERATION OF THE STATION(S).

4. STAGING – COORDINATE WITH THE TOWN FOR STAGING AND ALLOWABLE WORK AREAS DURING CONSTRUCTION OF THE

PROJECT.

5. ACCESS – MAINTAIN ACCESS FOR THE TOWN TO OPERATE THE STATION AT ALL TIMES.

6. SHUT DOWNS – REQUEST APPROVAL FROM THE TOWN 48-HOURS PRIOR TO TAKING THE STATION OUT OF OPERATION FOR CONNECTIONS AND SWITCHING OVER POWER. APPROVAL WILL BE CONTINGENT ON WEATHER FORECASTS AND

MAINTAINING FLOOD PROTECTION.

7. PUMPS - D-17 MAINTAIN A MINIMUM OF 15,000 GALLONS PER MINUTE FLOW RATE, (2) TWO MAIN PUMPS (15,000 GPM/EACH) AND (1) ONE DUTY PUMP (4,000 GPM/EACH). COORDINATE DUTY PUMP CAN TEMPORARY REMOVAL AND START UP WITH THE

TOWN. THE REMOVED PUMP MUST BE REINSTALLED, TESTED, AND ACCEPTED BY THE TOWN.

8. BACK-UP POWER – REUSE AND PROVIDE A TEMPORARY COOLING WATER CONNECTION TO THE EXISTING ONSITE GENERATOR IF AN OUTAGE LONGER THAN TWO CONSECUTIVE DAYS IS REQUIRED TO PERFORM THE WORK, OR PROVIDE A TEMPORARY/PORTABLE BACK-UP GENERATOR TO MAINTAIN A REDUNDANT POWER SOURCE AT ALL TIMES DURING CONSTRUCTION. IF A TEMPORARY GENERATOR IS PROVIDED, IT SHALL HAVE A INTEGRATED 500 GALLON FUEL TANK THAT IS TO BE PROVIDED FULL BY THE CONTRACTOR AND WILL BE REFILLED BY THE TOWN DURING CONSTRUCTION AND RETURNED TO THE CONTRACTOR AT THE END OF THE PROJECT FULL BY THE TOWN. CONTRACTOR SHALL PROVIDE ITS OWN MEANS OF TEMPORARY POWER FOR CONSTRUCTION AND SHALL NOT RELY/USE THE GENERATOR FURNISHED AS A REDUNDANT

POWER SOURCE.

9. EQUIPMENT AND CONTROLS – RELOCATE/PROVIDE ANY AND ALL TEMPORARY EQUIPMENT AND CONTROLS NECESSARY FOR THE TOWN TO MAINTAIN THE AUTOMATED OPERATION AND MONITORING OF THE PUMP STATION AT ALL TIMES.

10. POWER AND FUEL – CONTRACTOR SHALL PAY FOR POWER AND PROVIDE FUEL FOR CONTRACTOR'S TESTING AND START-UP.

TOWN WILL PAY FOR POWER AND PROVIDE FUEL FOR STORMWATER OPERATION OF THE STATION, INCLUDING FUEL FOR

THE TEMPORARY GENERATOR.

SUGGESTED GENERAL SEQUENCE OF CONSTRUCTION:

11. PREPARE A PRE-CONSTRUCTION VIDEO AND PERFORM A PUMP STATION START-UP WITH THE TOWN. CONFIRM THE CONDITION OF THE EXISTING EQUIPMENT, RECORD CURRENT EQUIPMENT SETTINGS (IE, FLOAT ELEVATIONS, OPERATIONAL SETTINGS) AND THE OPERATING CONDITION OF THE EXISTING STATION. IDENTIFY EQUIPMENT THE TOWN SHALL

UPGRADE/REPAIR TO MAINTAIN FLOOD PROTECTION.

12. RELOCATE EXISTING EQUIPMENT, FURNISH AND INSTALL TEMPORARY FACILITIES, EQUIPMENT, CONTROLS, ETC… AS NECESSARY TO MAINTAIN PUMP STATION OPERATION DURING THE REHABILITATION OF THE STATION.

13. BEGIN MECHANICAL, STRUCTURAL, AND ELECTRICAL WORK.

14. BASED ON THE CONTRACTORS MEANS AND METHODS, PROVIDE TEMPORARY CONNECTIONS TO COOLING WATER SYTEM AND/OR FURNISH AND INSTALL A TEMPORARY GENERATOR TO PROVIDE A REDUNDANT SOURCE OF POWER TO THE EXISTING CONTROLS. CONTRACTOR SHALL DEMONSTRATE MODIFIED SYSTEM TO THE TOWN FOR ACCEPTANCE OF THE

TEMPORARY MODIFICATIONS.

15. WITH WRITTEN APPROVAL FROM THE TOWN, BEGIN DEMOLITION OF EXISTING FACILITIES THAT ARE TO BE

REMOVED/MODIFIED INCLUDING THE GENERATOR COOLING WATER SYSTEMS

16. COMPLETE INSTALLATION OF PROPOSED MECHANICAL, STRUCTURAL, AND ELECTRICAL UPGRADES.

17. TEST EACH COMPONENT TO CONFIRM ACCEPTABLE OPERATION PRIOR TO MOVING TO THE NEXT COMPONENT.

18. WITH WRITTEN APPROVAL FROM THE TOWN, DISCONNECT AND RECONNECT THE DUTY PUMP CAN TO PERFORM

STRUCTURAL MODIFICATIONS. TEST AND START UP THE DUTY PUMP.

19. WITH WRITTEN APPROVAL FROM THE TOWN, BEGIN FINAL DEMOLITION OF THE REMAINING ELECTRICAL EQUIPMENT AND

CONTROLS.

20. COMPLETE SITE WORK, GRADING, REPAIRS, PAINTING PATCHING, LANDSCAPING, AND IRRIGATION RESTORATION.

21. REQUEST FOR SUBSTANTIAL COMPLETION AND SCHEDULE THE PUMP STATION START-UP, TESTING, AND TRAINING WITH THE

TOWN.

22. COMPLETE THE SUBSTANTIAL COMPLETION PUNCHLIST ITEMS AND REQUEST FINAL ACCEPTANCE FROM THE TOWN.

GENERATOR NOTES:

GENERAL REQUIREMENTS

1. THE EXISTING GENERAC 300KW GENERATOR SET SHALL BE REUSED.

2. CONTRACTOR SHALL DELIVER THE EXISTING GENERATOR SET AND COMPONENTS, ENCLOSURE, AND FUEL TANK TO COASTLINE POWER SOLUTIONS (CPS) OR AN APPROVED EQUAL FOR ENCLOSURE REPLACEMENT AND SYSTEM INTEGRATION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING THE UNIT AND COMPONENTS FROM CPS FACILITY TO THE SITE.

4. CONTRACTOR TO SET AND INSTALL GENERATOR SET AND COMPONENTS PER MANUFACTURER.

5. CONTRACTOR SHALL SUBMIT ALL NECESSARY SHOP DRAWINGS.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL GENERATOR WORK WITH THE ENCLOSURE MANUFACTURER.

REMOVAL FROM SERVICE:

7. THE FOLLOWING TASKS SHOULD BE PERFORMED BY THE CONTRACTOR IN PREPARATION FOR THE TRANSPORTATION OF THE

TANK:

A. OBTAIN PERMITS AND NOTIFY THE APPROPRIATE AUTHORITY HAVING JURISDICTION, IF NECESSARY.

B. REMOVE ALL POWER SOURCES FROM THE GENERATOR/ENCLOSURE.

C. REMOVE ALL FUEL FROM THE TANK AND PIPING.

D. CLEAN THE TANK.

E. VAPOR-FREE THE TANK.

F. PREPARE THE EQUIPMENT FOR TRANSPORT PER PEI/RP1700-18.

G. LABEL THE TANK, AS APPROPRIATE.

H. SAFEGUARD THE PHYSICAL SECURITY AND INTEGRITY OF THE TANK WHILE IT IS OUT OF SERVICE.

PRE-CONSTRUCTION TESTING

8. CONTRACTOR SHALL PERFORM A LOAD BANK TEST ON THE GENERATOR PRIOR TO STARTING WORK TO CONFIRM PROPER

OPERATION.

NEW ENCLOSURE (BY ENCLOSURE MANUFACTURER)

9. PROVIDE AND INSTALL A WEATHER-RESISTANT, LEVEL 2 SOUND ATTENUATED ALUMINUM ENCLOSURE, COASTLINE POWER

SOLUTIONS OR APPROVED EQUAL.

10. ENCLOSURE CONSTRUCTION: .080" 3003-H14 ALUMINUM WITH PRE-PAINTED WHITE FINISH (CUSTOM COLOR TO BE SELECTED

BY OWNER FROM CPS COLOR CHART).

11. APPROXIMATE DIMENSIONS: 192" L X 84" W X 108" H; ESTIMATED WEIGHT: 3,500 LBS.

12. AIR INTAKE: FIXED ALUMINUM INTAKE LOUVERS WITH BIRD SCREEN.

13. AIR DISCHARGE: SOUND ATTENUATED DISCHARGE HOOD WITH GRAVITY DAMPERS, BIRD SCREEN, AND 3" SOUND

ATTENUATING FIRE BLANKET.

14. INTERNAL INSULATION: 3" FIRE BLANKET IN WALLS, DOORS, AND CEILINGS, RETAINED WITH PERFORATED ALUMINUM.

15. SOUND ATTENUATION RATING: APPROX. 78 DB(A) AT 23’ IN FREE-FIELD.

16. ENCLOSURE INCLUDES (4) SINGLE ACCESS DOORS WITH PANIC HARDWARE AND PADLOCKING PROVISIONS.

17. ALL EXTERNAL FASTENERS TO BE STAINLESS STEEL.

18. ROOF: CAMBERED FOR WATER SHEDDING; RAIN COLLAR AND SHIELD PROVIDED AT EXHAUST PENETRATION.

19. EXHAUST SYSTEM INCLUDES CRITICAL-GRADE SILENCER, THERMALLY WRAPPED FLEX CONNECTORS, EXHAUST GASKETS, ELBOW, AND RAIN CAP.

20. DRAIN EXTENSIONS PROVIDED FOR OIL, COOLANT, AND CRANKCASE (IF APPLICABLE).

21. DESIGNED TO WITHSTAND 170 MPH WIND LOADS. PROVIDE PE CERTIFICATION.

22. ENCLOSURE SHALL BEAR THE FLORIDA DBPR INSIGNIA FOR COMPLIANCE WITH THE 2023 (8TH EDITION) FLORIDA BUILDING

CODE.

ELECTRICAL PACKAGE (BY ENCLOSURE MANUFACTURER)

23. (4) DC LIGHT FIXTURES WITH (1) 60-MINUTE TIMER SWITCH AT ENTRANCE DOORS.

24. (2) 20A, 125V DUPLEX GFCI RECEPTACLES AT ENTRANCE DOORS.

25. CPS TO INSTALL/WIRE THE FOLLOWING CUSTOMER-PROVIDED COMPONENTS:

25.1. JACKET WATER HEATERS AND GENERATOR STRIP HEATERS TO JUNCTION BOX.

25.2. BATTERY CHARGER TO JUNCTION BOX AND STARTER DC OUTPUT.

26. ALL WIRING SHALL BE INSTALLED IN EMT OR LFMC IN COMPLIANCE WITH NFPA 70.

ELECTRICAL WORK (BY CONTRACTOR)

27. CONTRACTOR TO PROVIDE THE FOLLOWING FOR CPS TO INSTALL/WIRE:

27.1. WIRE JACKET WATER HEATERS TO JUNCTION BOX.

27.1. WIRE GENERATOR STRIP HEATERS TO JUNCTION BOX.

27.2. MOUNT AND WIRE BATTERY CHARGER TO JUNCTION BOX AND DC OUTPUT FOR BATTERIES VIA TERMINATION ON

STARTER.

28. ALL ELECTRICAL TO BE RUN IN EMT OR LFMC TO MEET NFPA 70.

NEW FUEL TANK (BY ENCLOSURE MANUFACTURER)

29. PROVIDE AND INSTALL A 500-GALLON UL-142 DOUBLE-WALL BASE FUEL TANK, CPS “ENVIROSHIELD ECONOMY” OR APPROVED

EQUAL.

30. APPROXIMATE DIMENSIONS: 156" L X 84" W X 24" H; ESTIMATED DRY WEIGHT: 5,400 LBS.

31. 425-GALLON USABLE CAPACITY AT 90%.

32. 10 GA. MILD STEEL PRIMARY TANK; 7 GA. SECONDARY TANK.

33. EQUIPPED WITH:

33.1. MECHANICAL LEVEL GAUGE (KRUGER EQ#730)

33.2. 2" FILL WITH LOCKABLE CAP AND FDEP-COMPLIANT SPILL CONTAINMENT (MORRISON 9095SA EQ#858) FUEL FILL SHALL BE

ACCESSIBLE FROM NORTH SIDE OF GENERATOR

33.3. NORMAL/EMERGENCY VENTS

33.4. FDEP-APPROVED LEAK DETECTION SWITCH (PNEUMERCATOR EQ#705)

33.5. HIGH AND LOW FUEL LEVEL ALARM SWITCHES (MADISON M-7000 EQ#682), WIRED TO GENERATOR PANEL (FINAL

TERMINATION BY CONTRACTOR)

33.6. REAR STUB-UP ACCESS AND MOUNTING BEAMS

33.7. 6" C-CHANNEL RISERS AND 4 LIFTING POINTS (2 PER SIDE)

34. TANK FINISH: TWO-PART EPOXY ZINC PRIMER WITH POLYESTER/POLYURETHANE TOPCOAT, GLOSS BLACK.

SHIPPING AND INSTALLATION

32. FUEL TANK TO BE SEALED AND SHIPPED UNDER VACUUM IN COMPLIANCE WITH FAC 62-762 AND NFPA 30.

33. CONTRACTOR TO VERIFY VACUUM UPON DELIVERY AND DOCUMENT PER NFPA 30.

SYSTEM INTEGRATION (UPFIT AT MANUFACTURER'S FACILITY)

34. UNLOAD, MOUNT, AND PLUMB GENERATOR TO NEW BASE TANK.

35. ATTACH ENCLOSURE AND INSTALL SILENCER COMPONENTS.

36. PROVIDE GASKET MATERIAL BETWEEN TANK AND ENCLOSURE.

37. SHIP-LOOSE NEOPRENE PAD (4" X ¼") TO BE INSTALLED BETWEEN TANK AND PAD.

POST-CONSTRUCTION TESTING

38. CONTRACTOR SHALL PERFORM A LOAD BANK TEST ON THE GENERATOR FOLLOWING INSTALLATION TO CONFIRM PROPER

OPERATION MEETS OR EXCEEDS THE PRE-CONSTRUCTION OPERATION.

GENERATOR

CONCRETE

ELECTRIC BOX

BRICK WALK

RETENTION WALL/TYPE "D" CURB

TYPE "D" CURB

TRAFFIC

MIRROR

CONCRETE WALL

TRANSFORMER ON

CONCRETE PAD

10' HEDGE

TYPE "F" CURB

TYPE "F" CURB

GATE

6' HEDGE

FPL METER BOX

CONCRETE

CONCRETE PAVER

DRY WELL

LID EL 3.98'

(SEALED SHUT)

RIM EL 0.64'

N INV -2.6'/24" RCP

SW INV -3.0'/24" RCP

BOTTOM EL -3.6'

DECORATIVE STATUE

(TYPICAL)

12" DIP PIPE

RIM EL 1.02'

(SEALED)

BRICK DRIVE

VALLEY GUTTER

RIM EL 0.70'

N INV -3.9/8" DIP

SE INV -4.2/8" PVC

' U

.E

P1

.0

0' (P

2)

15.00' (P2)

YACHT BASIN

(P2)

CONCRETE SEA WALL

(TYPICAL)

RIM EL 1.00'

W INV -4.2'/8" PVC

SE DROP INV -2.0/8" PVC

SW INV -4.4'/8" PVC

RIM EL 1.16'

NW INV -1.8'/8" PVC

N INV -1.8'/4" CLAY

E INV -1.7'/12" DIP

RIM EL 3.54'

E INV -3.1'/24" DIP (NORTH)

E INV -1.4'/12" DIP (MIDDLE)

3 INV -3.0'/24" DIP (SOUTH)

W INV -2.0'/42" CMP

BOTTOM EL -3.6

VALVE BOX

RIM EL 3.40'

TOP 4" VERTICAL DIP EL 0.9'

CONCRETE SHELF EL -0.1'

TOP CAP EL -0.2'

W INV -0.6' DIP

BOTTOM EL -10.6

VALVE BOX

RIM EL 3.42'

TOP 4" VERTICAL DIP EL 0.8'

CONCRETE SHELF EL 0.1'

TOP CAP EL -0.2'

W INV -0.6' DIP

BOTTOM EL -10.6

RIM EL 2.21'

(INVERTS ARE TOO

RECESSED TO ACCESS)

RIM EL 0.93'

NE INV -3.8'/6" DIP

E INV -1.8'/2" DIP

SHELF EL -5.2'

BOTTOM EL -8.0'

VAULT BOX

RIM EL 2.48'

TOP OF VALVE EL 0.5'

CONCRETE SHELF EL 0.0'

TOP CAP EL -0.6'

W INV -4.2'/12' DIP

BOTTOM EL -10.6'

MAINTENANCE HATCH

LID EL 2.17'

(SEALED SHUT)

58"X144"

CONCRETE

DBI

RIM EL 0.37'

N INV EL

-3.3'/24" CONC

2X 2'X4' WEIR

EL -3.6

BOTTOM EL

-10.7'

' P

AR

KW

AY

(P

2)

5' W

AL

K

(P 2)

' P

AR

KW

AY

(P

2)

5' W

AL

K

(P 2)

42" CMP PIPE

INV EL -1.4'

4" FORCE MAIN AND

1" AIR (ABANDONED)

WOOD PILE

(TYPICAL)

METAL SHEET PILE

CONCRETE LIP

CONCRETE STAIRS

4.1

4.2

4.0

4.1

4.2

4.1

4.1

4.2

4.1

2.9

3.3

3.6

3.7

3.2

2.8

3.1

2.8

2.9 03.2

2.8 83.1

3.4

3.5

3.8

3.5

3.1 0 3.0

3.2

3.7

3.9

3.1 03.1

3.0

4.10

3.1 93.20

3.2

3.2

3.1

2.1

3.3

3.4

3.3

3.4

2.4

2.4

2.2

2.1

2.4

2.0

3.3

2.5

2.2

1.5 02.6

1.7

1.5

1.2

1.1

1.1

1.1

1.1

2.3

2.3

1.9

1.6

0.7 0 0.8

0.9

1.4

1.4

0.5

3.6

3.5

3.3

3.1

0.9

0.3

0.3

0.4

0.3

0.9

1.0

2.6

0.9

0.9

1.4

1.1

1.7

1.3

1.0

1.5

1.1

1.4

1.2

1.8 21.1

1.4

1.0

1.6

1.4

1.3

1.1 81.1

1.0

0.7

0.7

0.7

1.0

1.2

1.4

1.3

2.0 41.6

42.6

1.1

1.2

1.1

1.0

1.1

0.7

0.7

0.8

0.6

3.1

3.1

3.2

3.3

4.0

3.1

2.8 83.1

62.8

3.1

2.8

2.8

2.9

2.7

2.6

2.7

2.8

2.6

2.6

2.6

2.5

2.4

2.5

2.4

2.7

2.7

2.6

2.3

1.9

2.9

2.8

2.7

2.7

2.8

4.8

4.8

4.8

4.8

3.3

3.3 33.2

3.3

3.3

0.2

0.1

0.2

0.1

0.0

0.1

0.1

0.1

0.1

0.2

-2 .12

-2 .22

-3 .59

-3 .24

-3 .96 -3 .60

-3 .26

-3 .34

-2 .99

-3 .71-3 .88

1.66

1.20

0.69

1.6 11.1

0.6

10' HEDGE

PA

VE

R W

AL

K

ASPHALT ROADWAY

6' HEDGE

ASPHALT

GRASS

GRASS

ABANDONED VAULT

EXIST PUMP STATION

CONTROLS

' D

E (O

R B

1)

16' SLSAE

(ORB1)

TYPE "D" CURB

CLARENDON AVE

LA

K

E W

O R

TH

L

A G

O O

N

IN

TR

A C

O A

ST

A

L W

A

TE

R W

A Y

177 CLARENDON AVE

181 CLARENDON AVE

180 CLARENDON AVE

EX 8" WM

EX 4" GAS

EX 5" ATT CONDUIT

EX 3" COMCAST CONDUIT

EX 3-2" FPL CONDUIT

R/W

PROPERTY LINE

R/W

R/W

D-17

E-13

Revision

P.A. No.

Dwg. No.

No. Date By

Florida P.E. No.

Date

SEAL

PL

O

T D

AT

E:

J un

6,

- 1

:4

AD

D

F ile

: F :\p b_ pb ps

\C

AD

\D W

G \P

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S0 1_

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1-

EX

IS

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S

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dw g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C1-1EXISTING SITE PLAN

- OVERALL VIEWJOHN P. CAIRNES

74737

NAVD88

REHABILITATION

G

R

AP

H

IC

S C

AL

E

IN

F

EE

T

CONCRETE ELECTRIC BOX

RETENTION WALL/TYPE "D" CURB

CONCRETE WALL

TRANSFORMER ON

CONCRETE PAD

GATE

CONCRETE PAVER

RIM EL 0.64'

N INV -2.6'/24" RCP

SW INV -3.0'/24" RCP

BOTTOM EL -3.6'

BENCHMARK #2

SET IRON ROD & CAP

STAMPED "LB #6599"

EL 2.95' (NAVD 88)

N: 855316.5 E: 970169.4

DECORATIVE STATUE

(TYPICAL)

12" DIP PIPE

RIM EL 1.02'

(SEALED)

BRICK DRIVE

VALLEY GUTTER

RIM EL 0.70'

N INV -3.9/8" DIP

SE INV -4.2/8" PVC

YACHT BASIN

(P2)

CONCRETE SEA WALL

(TYPICAL)

RIM EL 1.00'

W INV -4.2'/8" PVC

SE DROP INV -2.0/8" PVC

SW INV -4.4'/8" PVC

RIM EL 1.16'

NW INV -1.8'/8" PVC

N INV -1.8'/4" CLAY

E INV -1.7'/12" DIP

RIM EL 3.54'

E INV -3.1'/24" DIP (NORTH)

E INV -1.4'/12" DIP (MIDDLE)

3 INV -3.0'/24" DIP (SOUTH)

W INV -2.0'/42" CMP

BOTTOM EL -3.6

VALVE BOX

RIM EL 3.40'

TOP 4" VERTICAL DIP EL 0.9'

CONCRETE SHELF EL -0.1'

TOP CAP EL -0.2'

W INV -0.6' DIP

BOTTOM EL -10.6

VAULT BOX

RIM EL 2.48'

TOP OF VALVE EL 0.5'

CONCRETE SHELF EL 0.0'

TOP CAP EL -0.6'

W INV -4.2'/12' DIP

BOTTOM EL -10.6'

58"X144" CONCRETE DBI

RIM EL 0.37'

N INV EL -3.3'/24" CONC

2X 2'X4' WEIR EL -3.6

BOTTOM EL -10.7'

5' W

AL

K

(P 2)

5' W

AL

K

(P 2)

42" CMP PIPE

INV EL -1.4'

WOOD PILE

(TYPICAL)

METAL SHEET PILE

CONCRETE LIP

CONCRETE STAIRS

4.1

4.2

4.0

4.1

4.2

4.1

4.1

4.2

4.1

2.9

3.3

3.6

3.7

3.2

2.8

3.1

2.8

2.9

3.2

2.8

3.1

3.4

3.5

3.8

3.5

3.1 0 3.0

3.2

3.7

3.9

3.1 03.1

3.0

4.10

3.1 93.20

3.2

3.2

3.1

2.1

3.3

3.4

3.3

3.4

2.4

2.4

2.2

2.1

2.4

2.0

3.3

2.5

2.2

1.5 02.6

1.4

1.4

0.5

3.6

3.5

3.3

3.1

0.9 40.3

0.3

0.4

0.3

0.9

1.0

2.6

0.9

0.9

1.4 41.1

1.4

1.0

1.6

1.4

1.3

1.1

1.1

1.0

0.7

0.7

0.7

1.0

1.2

1.4

1.3

2.0

1.6 42.6

1.1

1.2

1.1

1.0

1.1

0.7

0.7

0.8

0.6

3.1

3.1

3.2

3.3

4.0

3.1

2.8

3.1

2.8

3.1

2.8

2.8

2.9

2.7

2.6

2.7

2.8

2.6

2.6

2.6

2.5

2.4

2.5

2.4

2.7

2.7

2.6

2.3

1.9

2.9

2.8

2.7

2.7

2.8

4.8

4.8

4.8

4.8

3.3

3.3 33.2

3.3

3.3

0.2 0 0.1

0.2

0.1

0.0

0.1

0.1 90.1

0.1

0.2

-2 .12

-2 .22

-3 .59

-3 .24

-3 .96 -3 .60

-3 .26

-3 .34

-2 .99

-3 .71-3

.88

1.66

1.20

0.69

1.6 11.1

0.6

10' HEDGE

ASPHALT

GRASS

GRASS

' D

E (O

R B

1)

16' SLSAE

(ORB1)

R/W

R/W

PROPERTY LINE

EX EJECTOR STATION

E-13. SEE SHEET C3-3

FOR IMPROVEMENTS.

SEE ELECTRICAL

SHEETS FOR

IMPROVEMENTS

TOP SLAB, HATCH AND TOP PORTION OF VAULT (5 FEET)

TO BE CUT AND REMOVED. VAULT TO BE CORED AT

BOTTOM AND CLEAN FILL TO BE PLACED.

EX TRANSFORMER

TO BE PROTECTED

EX GENERATOR

TO BE RELOCATED

(SEE SHEET C0-3 FOR GENERATOR NOTES)

LA

K

E W

O R

TH

L

A G

O O

N

IN

TR

A C

O A

ST

A

L W

A

TE

R W

A Y

EX PIPING AND

APPURTENANCES

TO BE REMOVED

EX CONCRETE TOP SLAB, MANHOLE, AND HATCHES

TO BE REMOVED

EX PUMPS AND

APPURTENANCES

TO BE REMOVED

EX CONCRETE OUTFALL STRUCTURE

TO BE REMOVED

EX OUTFALL PIPE

TO BE REMOVED

EX ELECTRICAL

STRUCTURE

TO BE REMOVED

EX VALLEY GUTTER

TO BE REMOVED

EX CONCRETE WALL

TO BE REMOVED

EX HEDGE

TO BE REMOVED AND

REPLACED AS NEEDED

TO PERFORM THE WORK

EX TYPE D CURB

TO BE REMOVED

EXISTING TOP SLAB,

PUMP, PIPING AND

APPURTENANCES

TO BE REMOVED

EXISTING WETWELL

TO REMAIN

EXISTING AIR SUPPLY

TO BE ABANDONED

EXISTING FM

TO BE REMOVED

EX WALL AND CURB

TO BE REMOVED AND

REPLACED AS NEEDED

TO PERFORM THE WORK

EX HEDGE

TO BE REMOVED AND

REPLACED AS NEEDED

TO PERFORM THE WORK

EX TYPE F CURB

TO BE REMOVED

EX TYPE F CURB

TO BE REMOVED

EX CONCRETE PAD

TO BE REMOVED (SEE STRUCTURAL)

SEE ELECTRICAL

SHEETS FOR

IMPROVEMENTS

SEE ELECTRICAL

SHEETS FOR

IMPROVEMENTS

D-17

EX TREES

TO REMAIN (TYP)

177 CLARENDON AVE

181 CLARENDON AVE

180 CLARENDON AVE

Revision

P.A. No.

Dwg. No.

No. Date By

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Date

SEAL

PL

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Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

For

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C1-2EXISTING

DEMOLITION PLANJOHN P. CAIRNES

74737

NAVD88

REHABILITATION

G

R

AP

H

IC

S C

AL

E

IN

F

EE

T

CONCRETE SEAWALL

TO BE REMOVED

(SEE STRUCTURAL SHEETS)

DRAINAGE STRUCTURE AND PIPING

TO BE REMOVED

CONCRETE TOP SLAB AND HATCHES

TO BE REMOVED

PUMPS, PIPING, AND APPURTENANCES

TO BE REMOVED

-12

-10

-8

-6

-4

-2

-12

-10

-8

-6

-4

-2

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+900+91

EX SURFACE EX SURFACE

CONCRETE SEAWALL

TO REMAIN

(SEE STRUCTURAL SHEETS)

CONCRETE WALL

TO BE REMOVED

EX STRUCTURE

(TO REMAIN), CORE

NEW PENETRATION

FOR 24" RCP

Revision

P.A. No.

Dwg. No.

No. Date By

Florida P.E. No.

Date

SEAL

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3-

EX

IS

TI

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D -1

D

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O

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O

FI

LE

.d w g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.45'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C1-3EXISTING DEMO

PROFILE (D-17)JOHN P. CAIRNES

74737

NAVD88

REHABILITATION

PROFILE VIEW - EX 0

GRAPHIC SCALE IN FEET

HORIZONTAL

VERTICAL

3 6

CONCRETE ELECTRIC BOX

CONCRETE WALL

TRANSFORMER ON

CONCRETE PAD

GATE

CONCRETE PAVER

RIM EL 0.64'

N INV -2.6'/24" RCP

SW INV -3.0'/24" RCP

BOTTOM EL -3.6'

BENCHMARK #2

SET IRON ROD & CAP

STAMPED "LB #6599"

EL 2.95' (NAVD 88)

N: 855316.5 E: 970169.4

DECORATIVE STATUE

(TYPICAL)

BRICK DRIVE

VALLEY GUTTER

RIM EL 0.70'

N INV -3.9/8" DIP

SE INV -4.2/8" PVC

YACHT BASIN

(P2)

CONCRETE SEA WALL

(TYPICAL)

RIM EL 1.00'

W INV -4.2'/8" PVC

SE DROP INV -2.0/8" PVC

SW INV -4.4'/8" PVC

RIM EL 1.16'

NW INV -1.8'/8" PVC

N INV -1.8'/4" CLAY

E INV -1.7'/12" DIP

58"X144" CONCRETE DBI

RIM EL 0.37'

N INV EL -3.3'/24" CONC

2X 2'X4' WEIR EL -3.6

BOTTOM EL -10.7'

5' W

AL

K

(P 2)

5' W

AL

K

(P 2)

WOOD PILE

(TYPICAL)

METAL SHEET PILE

CONCRETE LIP

CONCRETE STAIRS

4.1

4.2

4.0

4.1

4.2

4.1

4.1

4.2

4.1

2.9

3.3

3.6

3.7

3.2

2.8

3.1

2.8

2.9

3.2

2.8

3.1

3.4

3.5

3.8

3.5

3.1 0 3.0

3.2

3.7

3.9

3.1 03.1

3.0

4.10

3.1 93.20

3.2

3.2

3.1

2.2

2.4

2.0

2.2

1.5 02.6

1.4

1.4

0.5

3.6

3.5

3.3

3.1

0.3

0.3

0.4

0.3

1.4 41.1

1.4

1.0

1.6

1.4

1.3

1.1

0.7

1.4

1.3

2.0

1.6 42.6

3.1

3.1

3.2

3.3

4.0

3.1

2.8

3.1

2.8

3.1

2.8

2.8

2.9

2.7

2.6

2.7

2.8

2.6

2.6

2.6

2.5

2.4

2.5

2.4

2.7

2.7

2.6

2.3

1.9

2.7

0.2 0 0.1

0.2

0.1

0.0

0.1

0.1 90.1

0.1

0.2

-2 .12

-2 .22

-3 .59

-3 .24

-3 .96 -3 .60

-3 .26

-3 .34

-2 .99

-3 .71-3

.88

1.66

1.20

0.69

1.6 11.1

0.6

10' HEDGE

ASPHALT

GRASS

GRASS

' D

E (O

R B

1)

16' SLSAE

(ORB1)

R/W

PROPERTY LINE

C3-2

C3-2

C3-1

R/W

CLARENDON AVE

LA

K

E W

O R

TH

L

A G

O O

N

IN

TR

A C

O A

ST

A

L W

A

TE

R W

A Y

24" DR11 HDPE

24" DR11 HDPE

16" DR11 HDPE

PROPOSED EJECTOR STATION

E-13, SEE SHEET C3-3 FOR

ENLARGED PLAN AND PROFILE

INSTALL

VALLEY

GUTTER

316 SS FLAP GATE W/RESILIENT

COMPRESSIBLE SEAL AND 5° SEAT

ANGLE ON ALL DISCHARGE PIPES (TYP)

(WHIPPS MODEL 452 OR APPROVED

EQUAL)

18" RCP

3.5'X7' TYPE J

FDOT INDEX 425-010 W/

2X USF 5130-6168 CURB

INLET TOP

3.5'X7' TYPE J

FDOT INDEX 425-010 W/

2X USF 5130-6168 CURB

INLET TOP

24" RCP

PROPOSED ELECTRICAL EQUIPMENT

(SEE ELECTRICAL SHEETS)

GRATING

(SEE STRUCTURAL SHEETS)

RELOCATED

GENERATOR

CONCRETE WALL

EXTENSION, GRATES,

AND BEAM (SEE

STRUCTURAL SHEETS)

RAILING (SEE STRUCTURAL

SHEETS)

REPLACE EXISTING HEDGE

INSTALL TYPE D CURB

BYPASS ASSEMBLY, VENT, ODOR

CONTROL, AND PUMPOUT SEE

DETAIL

PROPOSED ELECTRICAL EQUIPMENT

(SEE ELECTRICAL SHEETS)

C5-1

C5-1

C3-2

ALL WALLS TO BE FINISHED AND

PAINTED TO MATCH EXISTING

INSTALL

TYPE F

CURB

C5-1

INSTALL

TYPE F CURB

C5-1

REPLACE EXISTING HEDGE

INSTALL 1.5" WATER SERVICE,

BACKFLOW PREVENTER, AND

WATER METER

C5-1

TREE TO BE

PROTECTED

C5-5

ELECTRICAL PAD @ EL 8.0

THRUST COLLAR

W/316 SS RING (TYP)

THRUST COLLAR

W/316 SS RING (TYP)

SOD TO BE REPLACED IN KIND

C3-2

PROPOSED ELECTRICAL EQUIPMENT

(SEE ELECTRICAL SHEETS)

177 CLARENDON AVE

181 CLARENDON AVE

180 CLARENDON AVE

R/W

RESTRAINED FLANGE

ADAPTOR (TYP)

RESTRAINED FLANGE

ADAPTOR (TYP)

CONFLICT,

RELOCATE GAS

AS NECESSARY

Revision

P.A. No.

Dwg. No.

No. Date By

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Date

SEAL

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dw g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C1-4PROPOSED SITE

PLANJOHN P. CAIRNES

74737

NAVD88

REHABILITATION

G

R

AP

H

IC

S C

AL

E

IN

F

EE

T

-12

-10

-8

-6

-4

-2

-12

-10

-8

-6

-4

-2

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+900+91

55 LF OF 24" DR11 HDPE

M

IN

' C

O

VE

R

3'

(2) 15,000 GPM AXIAL FLOW PUMP

W/ 32" PUMP CAN (TYP) 4,000 GPM DUTY

PUMP W/ 16"

DIAMETER

PUMP CAN

CONCRETE WALL

EXTENSION, GRATES,

AND BEAMS (SEE

STRUCTURAL SHEETS)

316 SS FLAP GATE W/RESILIENT COMPRESSIBLE SEAL AND 5° SEAT ANGLE

ON ALL DISCHARGE PIPES (TYP) (WHIPPS MODEL 452 OR APPROVED EQUAL)

3" 316 SS STANDPIPE W/ 90° BEND & SILENCER

INV EL = 6.00

CONCRETE OUTFALL STRUCTURE (SEE STRUCTURAL SHEETS)

2" PVC DRAIN

P-TRAP (2-TYP)

C5-4

THRUST COLLAR

W/316 SS RING (TYP)

RESTRAINED FLANGE

ADAPTOR (TYP)

THRUST COLLAR W/

316 SS RING (TYP)

RESTRAINED FLANGE

ADAPTOR (TYP)

58"X144" CONCRETE DBI

RIM EL 0.37'

N INV EL -3.3'/24" CONC

2X 2'X4' WEIR EL -3.6

BOTTOM EL -10.7'

' D

E (O

R B

1)

16' SLSAE

(ORB1)

EXISTING CONCRETE

CAP FOR SEAWALL

55 LF OF 24" DR 11 HDPE

55 LF OF 24" DR 11 HDPE

55 LF OF 16" DR11 HDPE

OUTFALL STRUCTURE

(SEE STRUCTURAL

SHEETS)

316 SS FLAP GATE W/RESILIENT COMPRESSIBLE SEAL AND 5° SEAT ANGLE ON

ALL DISCHARGE PIPES (TYP) (WHIPPS MODEL 452 OR APPROVED EQUAL)

PROPERTY LINE

PROPERTY LINE

CONCRETE WALL

EXTENSION, GRATES,

AND BEAMS (SEE

STRUCTURAL SHEETS)

R/W LINE

3" 316 SS STANDPIPE W/ 90°

BEND & SILENCER (TYP)

ACCESS HATCH AND STILLING WELL

(SEE STRUCTURAL SHEETS)

15,000 GPM AXIAL FLOW PUMP

W/ 32" PUMP CAN (TYP)

4,000 GPM DUTY

PUMP W/ 16"

DIAMETER

PUMP CAN

ELECTRICAL RACK (SEE

ELECTRICAL SHEETS)

2" PVC DRAIN

P-TRAP (TYP)

C5-3

ELECTRICAL PAD @ EL 8.0

(SEE ELECTRICAL SHEETS)

THRUST COLLAR W/

316 SS RING (TYP)

RESTRAINED FLANGE

ADAPTOR (TYP)

THRUST COLLAR W/

316 SS RING (TYP)

RESTRAINED FLANGE

ADAPTOR (TYP)

Revision

P.A. No.

Dwg. No.

No. Date By

Florida P.E. No.

Date

SEAL

PL

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A N

D P

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FI

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.d w g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C3-1PROPOSED PLAN &

PROFILE (D-17)JOHN P. CAIRNES

74737

NAVD88

REHABILITATION

GRAPHIC SCALE IN FEET

HORIZONTAL

VERTICAL

3 6

C3-1

PROFILE VIEW - PROPOSED

G

R

AP

H

IC

S C

AL

E

IN

F

EE

T

PLAN VIEW

EL (-) 10.6

24" 316 SS PIPE

24" 316 SS PIPE

16" 316 SS PIPE

C3-2

SECTION VIEW

1" = 2'

32" 316 SS PUMP CAN (TYP)

16" 316 SS DUTY PUMP

CAN (SHOWN FOR

CLARITY)

CONCRETE WALL

EXTENSION, GRATES,

AND BEAMS (SEE

STRUCTURAL SHEETS)

EL 3.30

EL 1.90

EL 0.4

16" INV EL (-) 1.27

24" INV EL (-) 1.95

NOTES:

1. THIS DETAIL SHOWN FOR MECHANICAL CLARITY.

SEE STRUCTURAL SHEETS FOR INFORMATION

REGARDING CONSTRUCTION AND ELEVATIONS.

4' 4'2' 2'

C3-2

SECTION VIEW

1" = 2'

24" 316 SS PIPE 24" 316 SS PIPE

16" 316 SS PIPE

EXISTING CONCRETE HEADWALL

316 SS FLAP GATE (TYP)

24" INV EL (-)1.69

16" INV EL (-)1.01

EL 4.20

EL (-)2.90

NOTES:

1. THIS DETAIL SHOWN FOR MECHANICAL CLARITY.

SEE STRUCTURAL SHEETS FOR INFORMATION

REGARDING CONSTRUCTION AND ELEVATIONS.

2'-8" 2'-8"

C3-2

SECTION VIEW

1" = 3'

4'

PROPOSED GENERATOR

ENCLOSURE + BASETANK (REUSE

EXISTING GENERATOR) SEE NOTES

ON SHEET C0-3.

PROPOSED ACCESS

LADDER AND PLATFORM

(SEE STRUCTURAL SHEETS)

GENERATOR SUPPORT PAD

(SEE STRUCTURAL SHEETS)

EXISTING WALL

EXISTING CURB

Revision

P.A. No.

Dwg. No.

No. Date By

Florida P.E. No.

Date

SEAL

PL

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-1

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W

S.

dw g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561) 683-3113, www.MockRoos.com

NOTE:

THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

FOR CONVERSION AT THIS LOCATION, NAVD88 = NGVD29 - 1.52'

D-17 & E-13

PUMP STATIONS

TOWN OF PALM BEACH

PALM BEACH COUNTY, FL

JUNE 2025

C3045.00

43-43-35-07 C3-2SECTION VIEWS

(D-17)JOHN P. CAIRNES

74737

NAVD88

REHABILITATION

C3-2

SECTION VIEW

1" = 4'

CONCRETE WALL (TYP)

TO BE FINISHED AND PAINTED

TO MATCH EXISTING

EL 0.4

EL 2.1

EL 3.3

FLOOD-PROOF TRAFFIC-RATED ACCESS HATCH

(4'X3' OPENING, SEE STRUCTURAL SHEETS)

CONCRETE TOP SLAB AND RISER

(SEE STRUCTURAL SHEETS)

316 SS CABLE RACK

GROUT FILLET

CORROSION BARRIER

PUMPS, BASE ELBOWS, BASE PLATES,

GUIDE RAILS, AND APPURTENANCES

SCH 40 PVC

DRAIN PIPE

WATER LEVEL ALARM FLOAT

(SEE SHEET C5-4 FOR FLOAT ELEVATIONS)

4" DIP CHECK

VALVE

4" HDPE FLANGE ADAPTOR

4" 90°

HDPE BEND

4" HDPE FROM PUMPS TO VALVE VAULT

DROP BOWL ON GRAVITY INVERT

PIPE PENETRATION (TYP)

4" 90° MJ DIP BEND

FLOOD-PROOF TRAFFIC-RATED ACCESS

HATCH (SEE STRUCTURAL SHEETS)

CORROSION

BARRIER

4'X6'X4' CONCRETE VALVE

VAULT (4'X3.5' OPENING)

PATCH EXISTING FORCEMAIN

PENETRATION (SEE STRUCTURAL SHEETS)4" DIP PLUG

VALVE

4" DIP PIPE

4" HDPE FLANGE ADAPTOR

4"X3" DIP REDUCER

8'

C5-5

C5-5

C5-4

C5-4

EX TOP SLAB

TO BE REMOVED

EX WET WELL

TO REMAIN

G

R

AP

H

IC

S C

AL

E

IN

F

EE

T

PUMP, AIR PIPING MANIFOLD, AND APPURTENANCES

TO BE SALVAGED AND RETURNED TO THE TOWN

RIM EL 1.02'

(SEALED)

RIM EL 0.70'

N INV -3.9/8" DIP

SE INV -4.2/8" PVC

RIM EL 1.00'

W INV -4.2'/8" PVC

SE DROP INV -2.0/8" PVC

SW INV -4.4'/8" PVC

RIM EL 1.16'

NW INV -1.8'/8" PVC

N INV -1.8'/4" CLAY

E INV -1.7'/12" DIP

RIM EL 0.93'

NE INV -3.8'/6" DIP

E INV -1.8'/2" DIP

SHELF EL -5.2'

BOTTOM EL -8.0'

2.0

1.9

TYPE "D" CURB

R/W

R/W

R/W

ASPHALT

PUMP, AIR PIPING MANIFOLD, AND APPURTENANCES

TO BE SALVAGED AND RETURNED TO THE TOWN

LID, RISER, AND TOP SLAB

TO BE REMOVED

EX WET WELL

TO REMAIN

G

R

AP

H

IC

S C

AL

E

IN

F

EE

T

RIM EL 0.70'

N INV -3.9/8" DIP

SE INV -4.2/8" PVC

RIM EL 1.00'

W INV -4.2'/8" PVC

SE DROP INV -2.0/8" PVC

SW INV -4.4'/8" PVC

RIM EL 1.16'

NW INV -1.8'/8" PVC

N INV -1.8'/4" CLAY

E INV -1.7'/12" DIP

R/W

R/W

R/W

FLOOD-PROOF TRAFFIC-RATED

ACCESS HATCH (4'X3'

OPENING, SEE STRUCTURAL

SHEETS)

CONCRETE TOP SLAB

AND RISER (SEE

STRUCTURAL SHEETS)

PUMP, BASE ELBOW, BASE

PLATE, GUIDE RAIL, AND

APPURTENANCE (TYP)

4" FL CHECK VALVE (TYP)

4" RESTRAINED

FLANGED COUPLING

ADAPTOR (TYP) 4" 90° HDPE

BEND (TYP)

4" HDPE DISCHARGE

PIPE (FROM PUMPS

TO VALVE VAULT)

4" 90° MJ DIP BEND

TRAFFIC-RATED

ACCESS HATCH (SEE

STRUCTURAL SHEETS)

4" MJ DIP TEE

4" MJ PLUG VALVE

4" 45° MJ DIP BEND

SEE C5-5 FOR CONTINUATION

OF SUCTION BYPASS, ODOR

CONTROL, AND VENT PIPE

4'X6'X4' CONCRETE

VALVE VAULT (4'X3.5'

OPENING)

4" FL PLUG VALVE (TYP)

4" DIP DISCHARGE

PIPE (TYP)

4" 45° MJ DIP BEND

4" MJ DIP TEE

DROP BOWL ON INVERT

CONNECT TO EX

FM W/ 4" MJ PLUG

VALVE

UPPER PIPES: B.O.P. EL -2.3

LOWER PIPE: T.O.P. EL -2.7

CONTRACTOR TO CONFIRM

EX INV EL. CONTRACTOR TO

REPLACE TERMINAL PIPE IF

NECESSARY TO MAINTAIN

FLOW

ADAPTOR

4" PVC VENT AND FUTURE

ODOR CONTROL PIPES

C5-5

C5-5

Revision

P.A. No.

Dwg. No.

No. Date By

Florida P.E. No.

Date

SEAL

PL

O

T D

AT

E:

J un

6,

- 1

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AD

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\C

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\D W

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4- E

-1

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W .d w g

Ba r i s eq ua l t o on e in ch o n or ig in al d ra w in g

Ad ju st a ll sc al ed d im en si on s ac co rd in gl y

Florida L.B. No. 48Florida Reg. No. 48

Vertical Datum:

Location:

5720 Corporate Way, West Palm Beach, Florida 33407

(561)…