23-053 Addendum No 3 (002).pdf

ADDENDUM NO. 3

PALM BEACH COUNTY WATER UTILITIES DEPARTMENT

South County Reclaimed Water Transmission Pipeline Phase 2 and Lyons Road Force Main Between Yamato Road and L-38

PROJECT NO. WUD 23-053 & 24-028

TO ALL BIDDERS AND OTHERS CONCERNED:

Contractors submitting proposals for the above referenced project shall take note of the clarification to the Contract and Specifications that shall become a part of the contract documents.

BID DOCUMENTS (Due 2:30 PM May 20, 2026)

Note: Bidder must acknowledge Receipt of Addendum on Bid Form - Page 3 of the Contract Documents.

Dated this 13th day of May 2026

Palm Beach County Water Utilities Department

Daisy Zheng, P.E.

PLEASE ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 3BY SIGNING BELOW – EMAIL to dzheng@pbcwater.com IMMEDIATELY.

Signature

Title

Company

Bid Documents will be received by the Board of County Commissioners, Palm Beach County, Florida until 2:30 P.M. on Wednesday, May 20, 2026.

Bidders are reminded to acknowledge Addendum No. 3 on Bid Form-3

A. BIDDERS QUESTIONS AND ANSWERS:

Q1 - Spec PDF page 95. 1.14 SALVAGE & PDF 207. DEMOLITION, SALVAGE, AND

RELOCATION In order to include such costs in the bid, please provide:

a. The items to be salvaged?

b. The quantity?

c. The location of such items?

d. And the destination of deliveries?

e. Also if the delivery is to be made after all items selected are rady for delivery, or items are to be delivered on day of salvage?

A1 – This is standard spec language. This project does not include items to be salvaged.

Q2 - Specs PDF page 153 (1.2 CONTRACTOR'S WORK AND STORAGE AREA) States: “C.

Lands to be furnished by the OWNER for field offices, construction operations, concrete aggregate pits, roads, and other purposes are indicated. Should the CONTRACTOR find it necessary to use any additional land for its field offices or for other purposes during the construction of the WORK, it shall arrange for the use of such lands at its own expense.” Please advice where the lands are available.

A2 – Staging areas are the contractor’s responsibility. Section 01 66 00 has been revised and is included in this Addendum under Attachment A.

Q3 - Specs PDF page 177, 3.3 DISINFECTING PIPELINES, states: “G. Bacteriological Testing:

After final flushing and before the pipeline is placed in service, a sample, or samples shall be collected from the end of the line, and shall be tested for bacteriological quality in accordance with the requirements of the State Department of Health or other appropriate regulatory agency.” Will the county be processing the samples or hiring a firm to review such sample?

A3 – It is the contractor’s responsibility to submit the samples for bacterial testing and to provide the County with the test results for review.

Q4 - For bid item 10: Police, HR, 500, please consider providing 1 unit price so all the Contractors will have a consistent bid to the County. I.e. You can use $100 per hour; that way you can include

FHP if Local PD is not available.

A4 – No changes will be made to Bid Item 10. Bidders need to fairly estimate the hourly rate.

Q5 - First attachment is Addendum 1 Measurement & Payment Note that clearly states the weight of restraining glandes, gaskets, nuts, bolts, tape wrapping, and other accessories will not be counted in the tonnage calculations for the fitting/bend weight.

Though:

The second attachment, a Q&A note regarding fitting payment, states the opposite. The answer states that “the cost of mega-lugs shall be included in the cost of the fitting. The weight of the mega-lug will be counted”.

We assume the Pay Item Note is correct but respectfully request you please clarify this discrepancy in verbiage.

A5 – The cost of the mega-lugs should be included in the total cost of the fittings, however it was not calculated in the tonnage of the fittings in the Bid Form.

Q6 - For the SBE Waiver request, can it be submitted online or does the paperwork have to be delivered in person?

A6- Online submittals are not acceptable. The waiver and associated paperwork can be included in the sealed bid package and submitted on the bid opening day.

Q7 - The contractor may either (1) submit a waiver request to be exempt from the 15% SBE goal, or (2) submit a bid that meets the 15% SBE goal. Is there a scoring method that would allow awarding to a bidder who meets the 15% SBE goal even if their total bid cost is higher than a contractor who does not meet the SBE goal but submitted the lowest-cost bid?

A7 - The project will be awarded to the lowest and responsive bidder. To be considered responsive, SBE goal needs to be met through 2 ways you mentioned in the question, either to submit a waiver request and get approved or to submit a bid that meets SBE goal.

Q8 - The question # 26 is for exploration of utilities ( soft diggings) and the new item is about Utility

Relocation. Please advise.

A8 – Utility exploration, including soft digs, shall be included in the price for the pipe installation work. The line item for Utility Relocations shall only be for existing utilities that are physically relocated with the Engineer's approval.

Q9 - The quantity of the item # 38 “ Existing storm drainage inspection and repairs” looks excessive because plans show only 3 sites with this note. Sheet FM-11 ( 2 ) and FM-14 ( 1)or please indicate where else it is required and this item is not cheap.

A9 – Bid Item 38 and Technical Specifications Section 01 29 00, 1.31 have been revised to lump sum. See included Attachments under this Addendum.

Q10 – In the item of Jack & Bore ( # 13 ), it is necessary dewater ( wellpoints ) under the US 441 to keep the drilling dry as well, not just the pits. That restoration would be paid by the county under the Restoration Items ( trench restoration, mill & resurface, concrete curb, etc) or should the

Contractor include it in the price of the Jack & Bore ( LS )?

A10 – Excavations under 441 are not permitted by FDOT. If the bore path needs to be dewatered, the contractor shall dewater from the pit locations or provide an alternative method for dewatering.

The alternative methods shall be included in their cost of work.

Q11- Bid Bond form

1st paragraph “KNOW ALL MEN THESE PRESENT: That we,_______________

(hereinafter called "Principal"), and___________ (hereinafter called "Surety") are held and firmly bound unto Palm Beach County, a Political Subdivision in the State of Florida, (hereinafter called

"County") in the sum of_____________Dollars, ($ ), lawful money of the United States of America, for the payment of which sum will and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly be these presents;”

A11- It should be in the sum of five percent of bid price Dollars, ($ 5%) or similar language.

Q12 - In Addendum 2 we see you correct item 30 to the proper tonnage. Though we also see you adjust item 15 (RCLM Fittings) from 13 tons to 21 tons. There are only 16.5 tons on the plans. We respectfully request that you adjust that item to the 16/17 tons that are on the job.

A12 – The Bid Form has been revised to update Item 15 to 19 tons. Items 28 and 30 have also been revised per the revised plans under Addendum 3, and can be found under Attachment C.

Note for bidders new to Palm Beach County: 1 hard copy sealed bid is required. No electronic submission. You can drop in person or mail in the sealed bid to be received by the cut off time stated on the addendum. Attending bid open meeting is not required.

B. ADDITIONAL INFORMATION:

No additional information is provided as part of this Addendum

C. DRAWINGS

The following drawings have been revised as part of this Addendum:

- FM-1: revised proposed connection to existing force main.

D. TECHNICAL SPECIFICATIONS

The following Technical Specifications have been revised as part of this Addendum:

- Section 01 66 00: Removed Section 1.2.C

- Section 01 29 00: Update to Sections 1.18 B. and 1.31

E. ATTACHMENTS

Attachment A – Section 01 66 00

Attachment B – Section 01 29 00

Attachment C – Bid Form

Attachment D – Revised plans

ATTACHMENT A

SECTION 01 66 00

23-053 South County Reclaimed Water Product Storage and Handling Requirements Transmission Pipeline Phase 2 and ADDENDUM 3 24-028 Lyons Road Force Main Between PAGE 01 66 00-1 Yamato Road and L-38

SECTION 01 66 00– PRODUCT STORAGE AND HANDLING REQUIREMENTS

(ADDENDUM 3)

PART 1 -- GENERAL

1.1 THE SUMMARY

A. This section provides CONTRACTOR requirements for Product Storage and Handling Requirements.

B. Related sections:

1. Section 01 60 00 – Product Requirements

1.2 CONTRACTOR'S WORK AND STORAGE AREA

A. The CONTRACTOR will arrange for and secure for its exclusive use in the immediate area of the project during the term of the Contract a storage area for its construction operations relative to this Contract. At completion of WORK, the CONTRACTOR shall return this area to its original condition, including grading and landscaping.

B. The CONTRACTOR shall make its own arrangements for any necessary off-site storage or shop areas necessary for the proper execution of the WORK.

C. Lands to be furnished by the OWNER for field offices, construction operations, concrete aggregate pits, roads, and other purposes are indicated. Should the CONTRACTOR find it necessary to use any additional land for its field offices or for other purposes during the construction of the WORK, it shall arrange for the use of such lands at its own expense.

D. Materials shall be suitably stored as required by the manufacturer to protect from damage and maintain product warranties. Utilize air conditioned, rat and insect proof storage as necessary.

E. The CONTRACTOR shall construct and use a separate storage area for hazardous materials used in constructing the WORK.

1. For the purpose of this paragraph, hazardous materials to be stored in the separate area are products labeled with any of the following terms: Warning, Caution, Poisonous, Toxic, Flammable, Corrosive, Reactive, or Explosive. In addition, whether or not so labeled, the following materials shall be stored in the separate area: diesel fuel, gasoline, new and used motor oil, hydraulic fluid, cement, paints and paint thinners, 2 part epoxy coatings, sealants, asphaltic products, glues, solvents, wood preservatives, sand blast materials, and spill absorbent.

2. Hazardous materials shall be stored in groupings according to the Material Safety Data Sheets.

3. The CONTRACTOR shall develop and submit to the ENGINEER a plan for storing and disposing of the materials above.

ATTACHMENT B

SECTION 01 29 00

23-053 South County Reclaimed Water Measurement and Payment (ADDENDUM 3) Transmission Pipeline Phase 2 and PAGE 01 29 00-7 24-028 Lyons Road Force Main Between Yamato Road and L-38

B. Payment for furnishing and installing 24-inch DIP reclaim main pipe in 42-inch steel casing via jack & bore will be based upon the number of linear feet of horizontal distance traveled named in the Bid Schedule. Payment will be based upon the completion of the jack & bore and shall constitute compensation for the complete installation of the force main pipe including but not limited to pit excavation and backfill, sheeting, dewatering, carrier pipe, casing, fusing, welding, pilot hole, pushing casing, all fittings, apparatus, adapters and equipment necessary, casing spacers, casing end seals, restraints, tracer wire, tracer wire boxes, concrete collars for tracer wire boxes, pigging, flushing, and testing, and full restoration of damages resulting from jack & bore.

1.18 FURNISH & INSTALL DIP PRESSURE MAIN BENDS AND FITTINGS (BID ITEM NO. 15,

30)

A. Measurement for payment for DIP Pressure Main Bends and Fittings will be based upon the number of tons for such fittings furnished, installed and tested to meet performance standards.

B. Payment for DIP Pressure Main Fittings will be made at the unit price per ton as named in the Bid Schedule which price shall constitute full compensation for furnishing and installing all fittings at sizes and configurations defined in the Contract Documents including but not limited to crosses, reducing crosses, tees, side outlet tees, reducing tees, laterals, reducing laterals, bends and elbows of all angles and radius, reducing bends and elbows, concentric and eccentric reducers, offsets, wyes, true wyes, sleeves, plugs, caps, restraining glands and gaskets, base bends, base tees, reducing flanges, couplings and adaptors for dissimilar materials or sizes, mega lugs fillers and connecting pieces, furnished all in accordance with the Contract Documents. Restraining glands, gaskets, nuts, bolts, petrolatum wax tape wrapping, mega lugs are considered accessories to associate fitting or bend. The unit cost of fitting and bend should include those accessories cost however the weight of those accessories should not count in fitting or bend tonnage.

1.19 REMOVE PLUG AND CONNECT TO EXISTING 24” RECLAIMED WATER MAIN (BID

ITEM NO. 16)

A. Measurement and payment for performing all connections of new reclaimed water main to existing reclaimed water main pipe will be based on the actual quantity, each, of such connections made all in accordance with the Contract Documents and drawings.

B. Payment for connecting to existing reclaimed water main shall be made at the unit price, each, named in the Bid Schedule which shall constitute full compensation for all coordination, materials and labor needed to complete connections which shall include additional valves for contractor convenience not shown on plans, sleeves, spool pieces, retainer glands and accessories, restraints on existing and proposed water main, cutting of existing pipe, dewatering, removal and disposal of existing piping and fittings to prepare for connection, filling and flushing of main and removal of all temporary facilities and items required to complete the connection and testing. All coordination needed for water main shut offs shall be responsibility of the CONTRACTOR and is included in the scope of this item.

23-053 South County Reclaimed Water Measurement and Payment (ADDENDUM 3) Transmission Pipeline Phase 2 and PAGE 01 29 00-12 24-028 Lyons Road Force Main Between Yamato Road and L-38

1.32 SIGNING AND PAVEMENT MARKING (BID ITEM NO. 36)

A. Measurement for payment for Signing and Pavement Marking will be made on a lump sum basis in accordance with the Contract Documents.

B. Payment for Pavement Marking will be made on a lump sum basis named in the Bid Schedule which price shall constitute full compensation for temporary pavement markings, final thermoplastic markings with glass beads as necessary, placement of raised pavement markers (RPMs), sign replacement, and any other items indicated in the Contract Documents but not specifically referenced.

C. Payment for this item shall be based on the percentage of the lump sum price of the final thermoplastic marking, pavement markers and sign replacements?

1.30 TREE REMOVAL AND REPLACEMENT (BID ITEM NO. 37)

A. Measurement for payment for removing trees will be based upon the actual number, each, of such trees removed and replaced, all in accordance with requirements of the Contract Documents.

B. Payment for removing and replacing trees will be made at the unit price, each, named in the Bid Schedule which price shall constitute full compensation for all labor, materials, necessary equipment, services and included but not limited to all related work to complete the scope of work outlined in the Contract Documents. This includes, but is not limited to root pruning under supervision of Certified Arborist supplied by CONTRACTOR, and preparation of the rootball, branch/canopy pruning, irrigation restoration, removal and disposal of tree, procurement of new material, transportation/delivery, installation, soil, soil amendment(s), fertilizer, mulch, temporary irrigation, irrigation restoration, staking & guying, maintenance throughout the establishment and warranty period. Removal of stumps that are 12-inches or taller will be included in this line item. Removal of stumps that are 12-inches or smaller will be included in the cost of all other work.

1.31 EXISTING STORM DRAINAGE INSPECTION AND REPAIRS (BID ITEM NO. 38)

A. Measurement for payment for existing storm drainage and repairs will be made on a lump sum basis in accordance with the Contract Documents.

B. Payment for existing storm drainage and repairs will be on a lump sum basis named in the Bid Schedule which price shall constitute full compensation for televising existing storm drainage before and after HDD pipe installations for all storm drains within 50 feet of the HDD.

C. If repair is necessary based on the CCTV records in comparing the before and after HDD installation videos, this item shall include all items necessary to complete the repair including permitting, coordination with Palm Beach County, labor, materials, MOT, dewatering, excavation, backfilling, compaction, testing, and any other items indicated in the Contract Documents but not specifically referenced.

ATTACHMENT C

BID FORM

PROJECT NO.:23-053 and 24-028 BID FORM -6 (ADDENDUM 3) Rev 08-26-25

SCHEDULE OF BID PRICES

(ADDENDUM 3)

PBCWUD Project No.: 23-053 and 24-028

Project Name: South County Reclaimed Water Transmission Pipeline Phase 2 and Lyons Road Force Main Between Yamato Road and L-38

No. ITEM DESCRIPTION UNIT QTY

UNIT

PRICE

ESTIMATED

COST

BONDS AND INSURANCE (5% OF TOTAL

CONSTRUCTION COST)

LS

MOBILIZATION / DEMOBILIZATION / GENERAL

CONDITIONS (10% OF TOTAL CONSTRUCTION

COST)

MAINTENANCE OF TRAFFIC (5% OF TOTAL

CONSTRUCTION COST)

4 CONSTRUCTION SURVEY LS

PRE-CONSTRUCTION AUDIO / VIDEO OF

PROJECT LIMITS

6 RECORD DRAWINGS LS

7 NPDES COMPLIANCE LS

8 PERMIT FEE ALLOWANCE ALLOW

$7,500.00 $7,500.00

9 UTILITY RELOCATION ALLOWANCE ALLOW

$10,000.00 $10,000.00

10 POLICE HR

GENERAL SUBTOTAL (A)=

FURNISH & INSTALL 20” - 24" DIP RECLAIM

WATER MAIN PIPE VIA OPEN CUT

LF

2,500

12 FURNISH & INSTALL 30" HDPE RECLAIM

WATER MAIN VIA HORIZONTAL DIRECTIONAL

DRILLING

13,877

13 FURNISH & INSTALL 24" DIP RECLAIM WATER MAIN

INSIDE 42" STEEL CASING VIA JACK AND BORE

14 FURNISH & INSTALL 6" DIP RECLAIM WATER

MAIN PIPE VIA OPEN CUT

FURNISH & INSTALL DIP RECLAIM WATER

PRESSURE MAIN BENDS AND FITTINGS

TN

REMOVE PLUG AND CONNECT TO EXISTING

24" RECLAIM WATER MAIN

EA

17 FURNISH & INSTALL 6" GATE VALVE EA

18 FURNISH & INSTALL 20" BUTTERFLY VALVE EA

PROJECT NO.:23-053 and 24-028 BID FORM -7 (ADDENDUM 3) Rev 08-26-25

19 FURNISH & INSTALL 24" BUTTERFLY VALVE EA

FURNISH & INSTALL FLUSHING HYDRANT

ASSEMBLY

FURNISH & INSTALL RECLAIM WATER AIR

RELEASE VALVE & VAULT OR ENCLOSURE

RECLAIM WATER MAIN SUBTOTAL (B1) =

FURNISH & INSTALL 24" DIP FORCE MAIN PIPE

VIA OPEN CUT

1,500

FURNISH & INSTALL 30" HDPE FORCE MAIN VIA

HORIZONTAL DIRECTIONAL DRILLING

9,200

24 FURNISH AND INSTALL 24" PLUG VALVE EA 7

FURNISH & INSTALL 16" DIP FORCE MAIN PIPE

VIA OPEN CUT

LF 7

26 CONNECT TO EXISTING FORCE MAIN EA 1

27 BYPASS PUMPING SYSTEM LS 1

28 FURNISH AND INSTALL 16" PLUG VALVE EA 2

FURNISH AND INSTALL FORCE MAIN AIR

RELEASE VALVE AND VAULT OR ENCLOSURE EA 10

FURNISH AND INSTALL FORCE MAIN PRESSURE

PIPE BENDS AND FITTINGS

TN 16

FORCE MAIN SUBTOTAL (B2) =

TRANSMISSION UTILITIES SUBTOTAL B (B1+B2) =

31 TRENCH RESTORATION IN PAVEMENT SY

32 2.5-INCH MILL AND OVERLAY SY

3,800

REMOVE AND RESTORE CURB AND GUTTER

1,300

34 REMOVE AND RESTORE SIDEWALK SY

REMOVE AND REINSTALL SOD

SY

6,500

36 SIGNING AND PAVEMENT MARKINGS LS

37 TREE REMOVAL AND REPLACEMENT EA

EXISTING STORM DRAINAGE INSPECTION AND

REPAIRS

EXISTING UTILITY COORDINATION AND

PROTECTION

RESTORATION ITEMS SUBTOTAL C =

TOTAL CONSTRUCTION COST (A+B+C) =

This bid will be Lump Sum. The Bidder agrees to furnish and pay for all materials necessary to complete all of the Work in accordance with all requirements of the Contract Documents and in accordance with all applicable codes and governing regulations, within the time limit specified. Bidder assumes all costs, ATTACHMENT D

REVISED PLANS

W V b

SV

LE

17.97

E

L

L E

L

E

SAN

EX. SANITARY MANHOLE

SURVEY PT: 20640

R

IM

EL. = 18.84

18.67

SV

L E

L

L

E

TYPE D CURB

(TYP)

TYPE F CURB (TYP)

EP

EP

EP

EP

CONCRETE SIDEWALK

GUARD RAIL

EX. 16" DIP WM

BURIED UNK.

35.00 L.W.D.D. R/W

(O.R.B. 2263, PG. 564)

50.00 L.W.D.D. R/W

(O.R.B. 1585, PG. 505)

85.00 BOCA CEN CLUB AGMT. (O.R.B. 2263, PG. 567)

YAMATO RD

(124' RIGHT-OF-WAY)

(P.B. 53, PG. 72, P.B.C.R.)

YAMATO RD

(RIGHT-OF-WAY VARIES)

(P.B. 53, PG. 72, P.B.C.R.)

L.W.D.D. L-42 CANAL

(85.0' RIGHT-OF-WAY)

L.W.D.D. L-42 CANAL

(85.0' RIGHT-OF-WAY)

EX. 16" DIP FM

(AB 266)

EX. 12" DIP FM

(AB 4114)

EX. 16" DIP WM

(AB 266)

EX. 16" DIP WM

(AB 266)

EX BURIED TELECOMMUNICATION

EX BURIED CABLE

TV 2" HDPE

PBC UT54161

EX BURIED TELECOMMUNICATION

FUTURE 24" RCWM

BY OTHERS

(WUD 21-048)

EX BURIED FIBER OPTIC DIRECTIONAL BORE

2" HDPE MIN. 16' COVER (PBC UT 65231)

EX BURIED FIBER OPTIC

EX BURIED FIBER OPTIC

DIRECTIONAL BORE

(3) 1.5" HDPE

MIN. 4' COVER

(PBC UT 66405)

CONCRETE

SIDEWALK

CONCRETE SIDEWALK

EX. STORM MANHOLE

RIM EL. = 19.07

18" RCP INV. EL. = 15.17 W

18" RCP INV. EL. = 15.17 E

(DATA FROM PH 1B SURVEY)

EX. CURB INLET

GRATE EL. @ EP = 19.07

18" RCP INV. EL. = 15.17 W

(DATA FROM PH 1B SURVEY)

EX. CURB INLET

GRATE EL. @ EP = 18.99

18" RCP INV. EL. = 14.31 E

24" RCP INV. EL. = 14.25 S

(DATA FROM PH 1B SURVEY)

EX BURIED ELECTRIC

EX. STORM OUTFALL

60" CMP INV. EL. = 10.54

(DATA FROM PH 1B SURVEY)

EX. STORM MANHOLE

EX. STORM MANHOLE

RIM EL. = 18.85

24" RCP INV. EL. = 13.35 E

ASPHALT SIDEWALK

TYPE F CURB (TYP)

GUARD RAIL

GUARD RAIL

LYONS ROAD

(PUBLIC RIGHT-OF-WAY VARIES)

(P.B. 2, PG. 45, P.B.C.R.)

(P.B. 43, PG. 189, P.B.C.R.)

(P.B. 53, PG. 72, P.B.C.R.)

TYPE D CURB

(TYP)

TYPE F CURB (TYP)

EP

EP

EP

EP

CONCRETE SIDEWALK

GUARD RAIL

EX. 16" DIP WM

BURIED UNK.

35.00 L.W.D.D. R/W

(O.R.B. 2263, PG. 564)

50.00 L.W.D.D. R/W

(O.R.B. 1585, PG. 505)

85.00 BOCA CEN CLUB AGMT. (O.R.B. 2263, PG. 567)

YAMATO RD

(124' RIGHT-OF-WAY)

(P.B. 53, PG. 72, P.B.C.R.)

YAMATO RD

(RIGHT-OF-WAY VARIES)

(P.B. 53, PG. 72, P.B.C.R.)

L.W.D.D. L-42 CANAL

(85.0' RIGHT-OF-WAY)

L.W.D.D. L-42 CANAL

(85.0' RIGHT-OF-WAY)

EX. 16" DIP FM

(AB 266)

EX. 12" DIP FM

(AB 4114)

EX. 16" DIP WM

(AB 266)

EX. 16" DIP WM

(AB 266)

EX BURIED TELECOMMUNICATION

EX BURIED CABLE

TV 2" HDPE

PBC UT54161

EX BURIED TELECOMMUNICATION

FUTURE 24" RCWM

BY OTHERS

(WUD 21-048)

EX BURIED FIBER OPTIC DIRECTIONAL BORE

2" HDPE MIN. 16' COVER (PBC UT 65231)

EX BURIED FIBER OPTIC

EX BURIED FIBER OPTIC

DIRECTIONAL BORE

(3) 1.5" HDPE

MIN. 4' COVER

(PBC UT 66405)

CONCRETE

SIDEWALK

CONCRETE SIDEWALK

EX. STORM MANHOLE

RIM EL. = 19.07

18" RCP INV. EL. = 15.17 W

18" RCP INV. EL. = 15.17 E

(DATA FROM PH 1B SURVEY)

EX. CURB INLET

GRATE EL. @ EP = 19.07

18" RCP INV. EL. = 15.17 W

(DATA FROM PH 1B SURVEY)

EX. CURB INLET

GRATE EL. @ EP = 18.99

18" RCP INV. EL. = 14.31 E

24" RCP INV. EL. = 14.25 S

(DATA FROM PH 1B SURVEY)

EX BURIED ELECTRIC

EX. STORM OUTFALL

60" CMP INV. EL. = 10.54

(DATA FROM PH 1B SURVEY)

EX. STORM MANHOLE

EX. STORM MANHOLE

RIM EL. = 18.85

24" RCP INV. EL. = 13.35 E

ASPHALT SIDEWALK

TYPE F CURB (TYP)

GUARD RAIL

GUARD RAIL

LYONS ROAD

(PUBLIC RIGHT-OF-WAY VARIES)

(P.B. 2, PG. 45, P.B.C.R.)

(P.B. 43, PG. 189, P.B.C.R.)

(P.B. 53, PG. 72, P.B.C.R.)

18.47

18.56

18.46 18.41

18.29 18.16

18.1818.16 17.76 17.72

18.01 17.94 17.57

17.46 17.65 17.79

17.89 17.92

17.89

17.98

18.09

18.10

18.24

17.96 17.9417.85

17.53

17.76

18.05

17.73

17.37

18.11

18.28

20.25

19.62

19.1519.18

19.05

18.8418.64 18.62

18.84

18.68

18.53

18.67

18.60

18.48 18.24

17.97 17.88

18.06 18.20

18.14 17.94

17.68 17.6517.84 17.91

18.10

17.81

18.28

18.15

18.38

17.99

17.60

17.44

18.18

19.06

20.21

17.95 17.95

18.11 18.11 18.11

19.66

18.54

18.07

18.38

19.26 17.12

19.21

19.2619.37 19.37

19.40

19.36

19.83

19.78

19.41

18.25 18.25

18.36

18.65

18.65

18.78

18.6718.81

18.79

18.92

19.03

19.17

19.24 19.25

19.24

19.35

19.96

19.66

19.67

20.37

20.19

17.07 16.96 16.83

18.70

18.75

18.8018.66

18.54

18.94

18.61

18.8919.04

18.39

19.1618.76

19.40

19.4119.38

19.3519.29 19.8119.7119.6719.48

18.85

18.98 18.98

18.99

19.12

19.14

19.27

18.94

18.74 18.97

19.19

18.87

19.1919.38

19.38

19.00

19.27

19.38 19.47 19.77

19.78

20.53

16.82

16.82 16.91 16.98

16.95

18.87

19.02

18.97

18.81

19.1919.34

19.37

18.48

18.64

18.78

18.88

18.92

20.40 19.92

19.80

19.64

19.54

19.51

20.03 20.0120.10

19.59

18.42

19.13

19.13

19.10

19.38

CB

D

CB

D

1557+00 1558+00 1559+00 1560+00

CONFLICT 1-1

GROUND ELEV. = 18.14'

EX 16" WM B.O.P = 11.70±

PROP 24" FM T.O.P. = 10.70

CLEARANCE = 1.00'

CONFLICT 1-2

GROUND ELEV. = 17.20'

EX BT B.O.P = 15.24±

PROP 24" FM T.O.P. = 12.69

CLEARANCE = 2.55'

INSTALL 24''X16'' DI REDUCER

INSTALL 16'' PLUG VALVE (PV1-1)

TH74

TH75

TH76

INSTALL 24'' DIP FM VIA OPEN CUT

INSTALL 24'' 22.5° DI BEND

INSTALL 24'' 22.5° DI BEND

REMOVE AND REPLACE CROSSING WALK

2' X 9' WHITE STRIPES

REMOVE AND REPLACE

6" WHITE STRIPE (TYP.)

INSTALL 24'' 22.5° DI BEND

INSTALL 24'' 45° DI BEND

PAVEMENT RESTORATION

LIMITS OF MILL AND RESURFACING

INSTALL 24'' DIP FM

REMOVE AND REPLACE

126 LF OF TYPE F CURB

INSTALL 24'' 45° DI BEND

(ROTATED VERT)

50.00'

INSTALL 16''X16'' DI TEE

INSTALL 16'' PLUG VALVE (PV1-2)

INSTALL 24'' 45° DI BEND

INSTALL 24'' 45° DI BEND

24" WHITE STRIPE

6" WHITE STRIPE

SCALE: 1"=20' HORZ | 1"=2' VERT

Lyons Road

1557+00 1558+00 1559+00 1560+00

EX BT

B.O.P. EL. 15.24±

EX 16" WM

B.O.P. EL. 11.70±

EX 16" FM

B.O.P. EL. 14.03±

INSTALL 16'' PLUG VALVE (PV1-1)

INSTALL 24''X16'' DI REDUCER

INSTALL 24'' 22.5° DI BEND

INSTALL 24'' 22.5° DI BEND

1.

1.

EXISTING GRADE AT CENTERLINE OF FM

3.

INSTALL 24'' 22.5° DI BEND

INSTALL 24'' 45° DI BEND

(ROTATED VERT)

INSTALL 24'' 45° DI BEND

INSTALL 24'' DIP FM VIA OPEN CUT

INSTALL 24'' 45° DI BEND

INSTALL 24'' 45° DI BEND

INSTALL 16''X16'' DI TEE

KESHAVARZ ASSOCIATES

711 North Dixie Highway, Suite 201

West Palm Beach, Florida 33401

Tel: (561) 689-8600

Certificate of Authorization No.4897

SUZANNE M. DOMBROWSKI, PE

LICENSE NO. 69918

DATE: __________5/6/2026

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DRAWING NUMBER

DRAWING TITLE

CHECKED BY

DRAWN BY

DESIGNED BY

DATE OF ISSUE

REVISIONS

VERIFY SCALES

CLIENT PROJECT NUMBER

PROJECT NUMBER

PROJECT INFORMATION

CLIENT

REGISTRATION

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY

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500 Australian Avenue South Suite 850

West Palm Beach, FL 33401 +1 (561) 746-6900 www.chenmoore.com

SOUTH COUNTY

RECLAIMED WATER

TRANSMISSION PIPELINE

PHASE 2 AND LYONS

ROAD FORCE MAIN

BETWEEN YAMATO

ROAD AND L-38

M A

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IN

G F

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1 INCH = FEET

GRAPHIC SCALE

10 20 40

VERTICAL DATUM INFORMATION

ALL ELEVATIONS SHOWN ARE IN NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

CONVERSION FACTOR:

NAVD88 = NGVD29 IN THIS AREA+ 1.503

CONFIDENTIAL

PBC WUD DOCUMENT

NOT FOR PUBLIC DISCLOSURE

IN ACCORDANCE WITH:

§ CHAPTER 281.301

§ CHAPTER 119.071 (3) (b)

§ CHAPTER 153

KEY MAP

N.T.S.

GENERAL NOTES:

1. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, WHETHER SHOWN

OR NOT, AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

2. THE HORIZONTAL AND VERTICAL LOCATIONS OF THE EXISTING UTILITIES

SHOWN ARE APPROXIMATE ONLY AND ARE BASED ON FIELD

OBSERVATION AND/OR AVAILABLE PLANS. THE EXACT LOCATION MAY

VARY. IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN

CONFLICT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR

MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.

3. CONTRACTOR TO PROTECT ALL TREES OUTSIDE OF CLEARING AND

GRUBBING UNLESS APPROVED FOR REMOVAL.

4. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT OF OVERHEAD POWER

POLES.

5. PER THE FDOT UTILITY ACCOMMODATION MANUAL FOR HORIZONTAL

DIRECTIONAL DRILLED FACILITIES, THE DIRECTIONAL DRILLED PIPELINE

SHALL BE AT LEAST TWO (2) FEET BELOW WATER TABLE AT ALL

LOCATIONS NOT BEING REPAIRED BY FULL-DEPTH RESTORATION.

RECORD DRAWING NOTES:

1. RECORD DRAWINGS SHALL BE PREPARED IN THE STATE PLANE

COORDINATE SYSTEM.

2. ALL UTILITY FEATURES SHALL BE SHOWN IN THEIR AS-BUILT LOCATION.

3. STATE PLANE COORDINATES SHALL BE DISPLAYED ON RECORD

DRAWINGS FOR ALL FEATURES SPECIFIED IN PBCWUD STANDARDS.

4. STATE PLANE COORDINATES SHALL BE SHOWN ON PROPERTY CORNERS

AS REQUIRED BY PBCWUD.

FM

-1

FM

-2

FM

-3

FM

-4

FM

-5

FM

-6

FM

-7

FM

-8

FM

-9

FM

-10

FM

-11

FM

-12

FM

-13

FM

-14

FM

-15

FM

-16

FM

-17

FM

-18

FM

-19

FM

-20

FM

-22

FM

-23

FM

-24

FM

-25

FM

-26

FM

-21

LY

O

N S

R O

A D

SEWER NOTES:

1. CONTRACTOR SHALL PLAN ALL UTILITY CROSSINGS TO CONFIRM

HORIZONTAL AND VERTICAL SEPARATIONS PRIOR TO CONSTRUCTION.

2. FORCE MAINS SHALL BE LAID WITH A MINIMUM SIX (6) FOOT LATERAL

SEPARATION FROM OBSTRUCTIONS (I.E. CULVERTS, STRUCTURES, ETC.)

AND A MINIMUM TEN (10) FOOT CLEARANCE FROM TREES. FIRE

HYDRANTS SHALL HAVE A 7.5' CLEAR RADIUS OF ANY OBSTRUCTIONS.

3. FORCE MAIN SHALL CROSS OVER DRAINAGE & SEWER LINES UNLESS

OTHERWISE SPECIFIED ON PLAN.

4. CONTRACTOR TO PROVIDE DETAILED AS-BUILTS SURVEYS THAT

CLEARLY DEFINE THE AREAS OF WORK COMPLETED UNDER THIS

CONTRACT INCLUDING BUT NOT LIMITED TO TOP OF PIPE ELEVATION, TOP

OF ALL FITTINGS, ETC.

5. A MINIMUM HORIZONTAL SEPARATION OF TEN FEET

(OUTSIDE-TO-OUTSIDE) SHALL BE MAINTAINED BETWEEN FORCE MAIN

LINES, POTABLE WATER MAINS, WASTEWATER, STORM WATER LINES,

ELECTRICAL LINES, COMMUNICATION CONDUITS AND BUILDINGS AND

STRUCTURES. A MINIMUM HORIZONTAL SEPARATION OF SIX FEET FROM

STORM STRUCTURES, POWER POLES AND LIGHT POLES AND MINIMUM

10-FEET FROM THE EDGE OF DRAINAGE FABRIC IN EXFILTRATION

TRENCHES.

6. FORCE MAIN PIPES LINES SHALL CROSS UNDER POTABLE WATER MAINS

AND OVER OTHER PIPING UNLESS OTHERWISE APPROVED BY THE

ENGINEER AND THE PALM BEACH COUNTY WATER UTILITIES

DEPARTMENT.

8. WHEN A FORCE MAIN CROSSES ANY ELECTRICAL CONDUIT(S),

COMMUNICATION CONDUIT(S), AND/OR GAS MAIN, A MINIMUM OF

EIGHTEEN (18) INCH VERTICAL SEPARATION IS REQUIRED BETWEEN THE

BOTTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. A

FORCE MAIN SHALL ALWAYS CROSS OVER THE OTHER UTILITY MAINS

UNLESS OTHERWISE APPROVED BY THE DEPARTMENT BEFORE THE

INSTALLATION OF THE FORCE MAIN. WHEN THE FORCE MAIN IS D.I.P. AND

THE GAS MAIN IS STEEL PIPE, THE FORCE MAIN SHALL BE

POLY-WRAPPED PER DEPARTMENT STANDARDS.

9. CONTRACTOR TO MAINTAIN A MINIMUM 6-FOOT HORIZONTAL CLEARANCE

FROM UTILITIES INSTALLED UNDER THIS PERMIT TO OUTSIDE WALL OF

ALL PBC UTILITY CONDUITS.

10. CONTRACTOR TO MAINTAIN A MINIMUM 18" VERTICAL CLEARANCE FROM

UTILITIES INSTALLED UNDER THIS PERMIT TO OUTSIDE WALL OF ALL PBC

UTILITY CONDUITS.

YAMATO ROAD

L.W.D.D. L-38 CANAL

L.W.D.D. L-39 CANAL

CLINT MOORE ROAD

CORDORBA LANESPANISH ISLE BLVD

BOCA RATON,

FLORIDA

24-0242.00041

23-053 AND 24-028

5/6/2026

SD

AK

SJ

FORCE MAIN PLAN

AND PROFILE

FM-1

53 86PERMIT SET

TEST HOLE DATA

NO. EX GROUND

ELEV (FT)

MEASURED

DEPTH (FT) TOP EL. DESCRIPTION

TH74 18.60 4.57 14.03 DI SAN FM

TH75 18.23 5.08 13.15 DI WATER

TH76 17.26 1.92 15.34 1/4" DBC TELEPHONE

TH159 19.39 1.11 18.28 (2) 2" PVC FIBER OPTIC

TH160 18.64 3.59 15.05 16" DI SAN FM

TH161 18.38 5.24 13.14 16" DI WATER

TH164 17.71 2.06 15.65 1/2" TELEPHONE

2026-05-12

ADDENDUM 3