IFB_252615_Addendum_6_with_Attachments.pdf

City of Sanford | Finance Department | Purchasing Division 300 N. Park Avenue Suite 236, Sanford, Florida 32771

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov

ADDENDUM

#6 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the S.N.W Reclamation Facility

DATE: August 18, 2026

TO: All Bidders/Proposers

FROM: Marisol Ordonez, Purchasing Manager

City of Sanford Purchasing Division

SUBJECT: IFB 25/26-15 Transfer Station and Reclaimed Water Distribution Pump Station

At the Sanford North Water Reclamation Facility | ADDENDUM #6

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.

This Addendum consists of a total of 4 pages plus the following attached items:

A. Acknowledgement of Receipt of Addendum No. 6 Form – Total of 1 Page

B. Revised Specifications:

00410

C. Revised Contract Drawings:

C-5

I. DUE DATE

This Addendum does change the solicitation due date. As such, the solicitation response is due no later than Thursday, August 27, 2026 at 2:00PM Local Time.

II. QUESTIONS AND ANSWERS (Q&A)

The City has received the following question(s) concerning the solicitation:

Q1. Please see sheet C4 of the plans. Is the proposed concrete curb and #57 Stone shown supposed to be included in bid item 4.13 and be considered "Pump Station Repairs"? Without a measurement and payment section it isn`t clear what is meant by "Pump Station Repairs".

A1. Bid item 4.13 includes all concrete repairs due to damage and/or removal during installation of new electrical system/conduit at each pump station along with installation of new ribbon curb and #57 stone. Bid form updated.

Q2. Please define bid item 4.7 "Dewatering".

A2. The contractor is required to provide dewatering system of sufficient size and capacity to prevent ground and surface water flow into any excavation and to allow all Work to be mailto:purchasing@sanfordfl.gov

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov

ADDENDUM

#6 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the S.N.W Reclamation Facility installed in a dry condition. See section 02240.

Q3. For grading purposes, it doesn`t look like any of the existing contour lines on the plans have elevations called out. What are the existing grades compared to the new grades?

A3. See revised sheet C5 for the grading plan with existing elevations called out.

Q4. Given the statement and communication that Sanford has advised that we do not have a pre-approved list for System Control Suppliers (SCS) and Control System Engineers (CSE). Please confirm that GrayMatter will be considered acceptable.

A4. See addendum #3, Answer #6

Q5. OIT specifications have not been provided. An OIT is indicated as required for the panel. If correct, please provide a specification for the OIT.

A5. See spec insert provided below.

Q6. We need existing enclosure dimensions for PCP-N2 & PCP-N3 since the panel contents will be modified.

A6. Dimensions will be confirmed after bid. Assume each panel is 60”W x 72”H x 12”D.

Q7. We need to provide two Modicon Redundancy Switches (NIP-S) with Min. 5 copper ports and

Min. 5 Fiber ports(SFP Compatible). No Modicon redundancy switch fulfils this requirement.

Please provide an alternative manufacturer or alternative requirement for the ethernet switch.

A7. Provide a Modicon network with the port configuration specified. A larger switch may be used.

Q8. Please provide required the Pressure measurement range for the Submersible Level Transmitters to be provided on this project.

A8. Tank levels 0-50 feet. Pressure range 0-100 PSI.

Q9. Instrumentation Drawing No. I-03 shows a SSS panel. Kindly confirm whether this is a control panel. If yes, please provide details on what is required inside this panel.

A9. SSS is Solid Stat Starter per I-01 Electrical Notes, Symbols & Abbreviations.

Q10. Spec section 13310-2.01-C specifies a Square D surge suppressor for the 4-20 mA signal line, but that surge suppressor does not appear to be available for 4-20 mA signals. Would Phoenix contact surge suppressor be acceptable?

A10. Phoenix contact surge suppressor meeting specification requirements is acceptable.

Q11. Will the City to accept RMC aluminum conduit above the transition point instead of PVC-coated

RMC. We would provide Crouse-Hinds EY seals and use A4 Chico compound for the seals.

A11. Aluminum conduit will be accepted above grade/above the transition point.

Q12. Please confirm if there is any temporary bypass pumping or temporary generators required for this project in order to do the power swap over.

A12. Not required.

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov

ADDENDUM

#6 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the S.N.W Reclamation Facility

Q13. Please confirm that the handrail at the gravity wall must also conform to FDOT standards. This could be a significant cost increase if so.

A13. Reference FDOT index 515-070 for 3’-6” height pipe guiderail (aluminum) for typical gravity wall installation.

III. CHANGES, ADDITIONS AND/OR CLARIFICATIONS

1. Specification 00410, “Proposal (Bid Form)”, Remove and replace with attached Revision Section

00410.

2. Insert the following into specification section 13300, 1.01, D:

27. Operations Building Existing Server Room:

a. Provide Operations Network Interface Panel rack (NIP-OPS). NIP-OPS shall contain rack mounted UPS powered two (2) mixed media ethernet switches and other subsystem components and network equipment.

3. Delete the following from Spec section 13301, 1.01, E, 1:

“Ensure NIP-N, NIP-S, the new HMI system, and new fiber network have been put in place.”

Insert the following in its place:

“Ensure NIP-N, NIP-S, NIP-OPS, new HMI system, and new fiber network have been put in place.”

4. Insert the following into spec section 13325, 2.02:

“E. Operator Interface Terminal. (OIT). The OIT shall be a front panel mounted PC. It shall be connected to its associated PLC and combatable with its hardware, software and communication protocol. It shall be compatible with the plant HMI system. It shall provide operator interface for monitoring and controlling all equipment connected to the associated

PLC. It shall meet the following requirements:

1. 15 inch, full color resistive touch screen graphical display.

2. Ethernet and serial communications ports.

3. Modbus TCP communication.

4. Schneider Harmony ST6 series”

5. Revise specification section 13326, 3.05, C, 1 to read:

“Establish an automatic LEAD / LAG-1 / LAG-2 / LAG-3 / STANDBY assignment that rotates daily at an operator adjustable time. Operators can manually assign LEAD, LAG-1, LAG-2, LAG-3, and STANDBY pumps, overriding the automatic assignments. If any pump is not controllable (i.e

H/O/A is OFF, pump is failed), omit it from the sequence.”

6. Revise specification section 13326, 3.05, C, 2 to read:

a. PSH – High Discharge Pressure

b. PS – Target Discharge Pressure Setpoint

c. PSL – Low Discharge Pressure

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov

ADDENDUM

#6 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the S.N.W Reclamation Facility

d. PS-DB – Target Discharge Pressure Setpoint Deadband

e. ADJ-DLY – PID Adjustment Delay (0-60 secs)

f. LSL – GST Low Level

g. LSLR – GST Low Level Restore

h. MIN – Minimum Pump Speed.

i. MAX – Maximum Pump Speed.

j. STG-DLY – Pump Stage Delay (0-120 secs)

k. DPS – Default Pump Speed PID Output (85% Default)

7. Revise specification section 13326, 3.05, C, 4 to read:

If the pressure falls below PS-DB for an operator adjustable time ADJ-DLY, restart the PID until the pressure BEGINS increasing (Slope positive) then disable the PID again.

8. Revise specification section 13326, 3.05 C, 5 to read:

If the pressure rises above PS-DB for an operator adjustable time ADJ-DLY, restart the PID until the pressure BEGINS decreasing (slope negative), then disable the PID again.

9. Revise specification section 13326, 3.05 C, 6 to read:

If the pump speed rises to an operator adjustable MAX for the operator adjustable time STG-DLY, go to the next pumping stage.

10. Revise specification section 13326, 3.05, C, 7 to read:

If the speed falls to an operator adjustable MIN for the operator adjustable time STG-DLY, reduce the pumping stage by stopping the longest running pump and placing it at the end of the pump rotation sequence.

11. Revise specification section 13326, 3.05, C, 8 to read:

When starting an additional pump, disable automatic control and insert the operator adjustable PID output speed DPS. When the starting and running pumps reach the speed, enable the PID until the pressure reaches PS, then suspend the PID and keep pumps running at it’s current pressure.

12. Delete the following Contract Drawing:

13. Insert the following Revised Contract Drawing in its place:

IV. SIGN-IN SHEET

NA

Phone: 407-688-5028 or 5030 | Fax: 407-688-5021 | Email: purchasing@sanfordfl.gov

ADDENDUM

#6 IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station

At the S.N.W Reclamation Facility

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the

Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this

Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum #6 to IFB 25/26-15 Transfer Station and Reclaimed Water

Distribution Pump Station at the Sanford North Water Reclamation Facility

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

Transfer Station and Reclaimed Water Distribution Pump Station PROPOSAL (BID FORM)

NAME OF BIDDER:

00410-1

SECTION 00410

PROPOSAL (BID FORM)

PART 1 GENERAL

1.01 Description

The following Bid, for the (1) , is hereby made to (2) , hereafter called the Owner. This Bid is submitted by (3)

(1) Name of Project as shown in the Invitation for Bids

(2) Owner

(3) Name, address, and telephone number of Bidder

1.02 The Undersigned:

A. Acknowledges receipt of:

1. Project Manual and Drawings identified within the Project Manual.

2. Addenda: Number Dated Number Dated Number Dated Number Dated

Number Dated Number Dated

B. Has examined the site and all Bidding Documents and understands that in submitting his Bid, he waives all right to plead any misunderstanding regarding the same.

C. Agrees:

1. To hold this Bid open for 90 calendar days after the bid opening date.

2. To accept the provisions of the Instructions to Bidders regarding disposition of Bid Security.

3. To enter into and execute a contract with the Owner, if awarded on the basis of this Bid, and to furnish a Performance Bond and a Labor and Material Payment Bond in accordance with the Instructions to Bidders.

4. To accomplish the work in accordance with the Contract Documents.

00410-2

5. To begin Work after the issuance of a Notice to Proceed, unless otherwise provided, and substantially complete the Work within 365 calendar days of the date of the Notice to Proceed.

6. To accept the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time.

1.03 Lump Sum Price

The undersigned will construct this Project for the Base Bid Lump Sum Price of $ Dollars ($ ).

1.04 Schedule of Values

The Bidder hereby indicates the following total units and total prices which represent all materials, labor, equipment, transportation, performance of all operations relative to construction of the Project, overhead, and costs of all kinds and profit to complete the work items in accordance with the Project Manual, plans, and permits. Work for which there is not a listed item below shall be considered incidental to the Contract and no additional compensation will be allowed.

Item Description UNIT QTY Total Price

Mobilization, Bonds, Insurance, and General Conditions

1.1 Mobilization, Bonds, Insurance, and General Conditions

LS 1

Demobilization, Record Drawings and Closeout

2.1 Demobilization, Record Drawings and Closeout LS 1

3 Pre-Construction Video

3.1 Pre-Construction Video LS 1

4 Site Work

4.1 Erosion & Sedimentation Control (including silt fence)

LS 1

4.3 Clearing and Grubbing LS 1

4.5 Importing Fill LS 1

4.7 Dewatering LS 1

4.8 Grading LS 1

4.9 Sod LS 1

4.11 FDOT Concrete Gravity Wall with Handrail LS 1

4.12 Concrete Pad at FPL Transformer LS 1

4.13 Pump Station concrete repairs, proposed concrete ribbon curb, and #57 stone

LS 1

4.14 Concrete Sidewalk (4" thick) LS 1

4.15 Asphalt Mill and Resurface LS 1

4.16 16" Reclaimed Watermain Concrete Encasement LS 1

NAME OF BIDDER:

00410-3

14 Electrical Building

14.1

Furnish & Install Electrical Building (Concrete Slab, Masonry, Truss System, Roofing, Doors, Ceiling, Insulation, Weatherproofing, Finishes, etc.)

LS 1

14.2 Furnish & Install HVAC for Electrical Building LS 1

15 Electrical, Process and Instrumentation

15.1

Furnish & Install Electrical (Electrical Gear, Panelboards, Automatic Transfer Switches, VFDs, Soft Starters Conduit/Wire, lighting, grounding, lightning protection and all misc electrical appurtenances)

LS 1

15.2

Furnish & Install Process Instrumentation & Control System (PICS). PLC hardware, Field Instruments, Control Panels, Control Panel Modifications, SCADA, Fiber Optic System and programming as described in division 13 specifications and instrumentation drawings.

LS 1

1.05 Miscellaneous Requirements and Affirmations

A. Proposals (Bids) must be on the Bid Form.

B. The Bidder acknowledges the receipt, execution, and return of the following forms and required information with the Bid (the Bidder is to fill out the far right column in the below Table):

Section Form / Information Submitted by Bidder with Bid (Y/N)

00410 Proposal (Bid Form) Including Completed Schedule of Values and Acknowledgment of All Issued Addenda

--- Acknowledge of Receipt of Addendum (Form Issued by the City with each issued Addendum

--- Bid Security in Accordance with the Instructions to Bidder

--- Bidder Completed W-9 Form

--- Bidder Officer Signatory Authorization Information

00430 Trench Safety Form

00432 Non Collusion Affidavit

00434 Conflict of Interest Affidavit

00436 Florida Statutes on Public Entity Crimes Affidavit

00438 Compliance With the Public Records Law Affidavit

NAME OF BIDDER:

00410-4

Section Form / Information Submitted by Bidder with Bid (Y/N)

00440 Bidder Information and Affidavit

00450 Certification Of Non-Segregated Facilities Form

00452 Disputes Disclosure Form

00454 Drug Free Workplace Form

00455 Certification Regarding Non-Scrutinized Companies

00456 Unauthorized (Illegal) Alien Workers Affidavit

00458 E-Verify Compliance Form

00460 Americans With Disabilities Act Affidavit

00462 Equal Employment Opportunity Certification

00463 Certification Regarding Debarment

00465 Schedule of Proposed Subcontractors

00525 Criminal Background Check Requirements and Affidavit

00618 City of Sanford Insurance Requirements and Affidavit

--- Copies of Licenses Issued by the State of Florida Dept. of Business and Professional Regulation Construction Industry Licensing Board

--- Material price quotes used in the Bid for any pay item(s) for which the Contractor anticipates a rapid material price change between the date of the Bid and when the material is anticipated to be ordered

1.06 RESPECTFULLY SUBMITTED, signed and sealed this day of

Name of Bidder

By (Signature) Date

Printed Name and Title

Business Address

00410-5

(CORPORATE SEAL)

City State Zip Code

Telephone No. Facsimile No.

E-Mail Address

ATTEST:

By (Signature) Date

Printed Name and Title

END OF SECTION

PROPOSED GRAVITY WALL

AND HANDRAIL

(SEE DETAIL ON SHEET

C-7)

F.F. EL.15.5

SIDEWALK

Graphic Scale in Feet

10 10 20

N

NOTES:

1. ITEMS SHOWN SCREENED REPRESENT EXISTING CONDITIONS. ITEMS SHOWN

IN BOLD REPRESENT PROPOSED CONDITIONS.

2. ALL PERVIOUS SURFACES SHALL BE PERMANENTLY STABILIZED AFTER WORK

IN AREA IS COMPLETE WITH SOD/VEGETATION.

3. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO

EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE

CONTRACTOR SHALL BE EXPECTED TO GRADE ALONG THE PROPOSED TANK

TO ENSURE POSITIVE DRAINAGE.

4. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS A COMPILATION OF

TOPOGRAPHIC INFORMATION FROM VARIOUS SOURCES. IN CASE OF

CONFLICT BETWEEN THE TOPOGRAPHIC INFORMATION SHOWN AND EXISTING

GRADES IN THE CONSTRUCTION AREAS, CONTACT THE ENGINEER FOR

RESOLUTION.

D at e N o.

R ev is io n www.cphcorp.com A Full Service

A & E Firm

123456

C 2026

THIS SHEET NOT VALID FOR

CONSTRUCTION WITHOUT

COMPLETE SET OF PLANS.

Sheet No.

Drawn:

Designed:

Checked:

Job No.:

Date:

Rocco Richard Nasso, II, State of Florida, Professional Engineer, License No. 64727.

This item has been digitally signed and sealed by H. Lawrence Wray, Jr., PE on the date indicated here. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

500 West Fulton Street Sanford, Florida 32771

Ph: 407.322.6841

Plans Prepared By:

CPH CONSULTING, LLC

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect No. AA26000926 Landscape No. LC000298

C5

SI

TE

D

IM

EN

SI

O N

A N

D G

R A

D

IN

G P

LA

N

R. NASSO

S.HOLMES

R.NASSO

6/2026

R O

C C

O R

IC

H

AR

D

N

AS

SO

II

, P .E

FL

P .E

. N O

. 6

EXISTING 1.5 MG

GROUND STORAGE

TANK

TR

AN

SF

ER

S

TA

TI

O

N A

N D

R

EC

LA

IM

ED

W

AT

ER

D

IS

TR

IB

U

TI

O N

PU

M

P

ST

AT

IO

N C ity o f S an fo rd

, F lo rid a

C

.50

ME 14

.30

ME

C 5A

EL. 11.09

PROPOSED

ELECTRICAL

BUILDING EL.TOP 6.09

RECLAIMED

WATER MAIN

.25

ME

S06208

.30

ME 12

.92

CONCRETE

LEGEND

PROPOSED PERVIOUS FLOW SLOPE

PROPOSED ASPHALT

PROPOSED 57 STONE ROCK FILL

15.10

ME

15.10 14.50

EXISTING 1.5 MG

GROUND STORAGE

TANK

N. 1628876.6670 E 566383.7784

N. 1628825.4450 E 566383.6670

N. 1628826.1117 E 566371.0003

N. 1628876.6378 E 566376.5048

11.00'

.5

0'

17.00'

.0

0'

.92

ME

.14

11.19

.24

.08

.10

ME 15

.08

ME

15.10

.20

15.10

.25

.20

N. 1628885.4920 E 566365.3306

8' CONCRETE RAMP

.00

N. 1628814.7524 E 566364.5574

N. 1628814.7534 E 566378.8576

B

ID

D O

C U

M

EN

TS

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

WATER QUALITY CONTROL BUILDING FF ELEV = 15.52

AutoCAD SHX Text

R.W. TRANSFER PUMP STATION WATER SPIGOT

AutoCAD SHX Text

EPANEL

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text

SINGLE STORY CONCRETE BLOCK CHEMICAL EQUIPMENT BUILDING F.F. EL. = 12.00

AutoCAD SHX Text

GENERATOR BUILDING

AutoCAD SHX Text

FLOW METER & VAULT

AutoCAD SHX Text

SURGE ANTICIPATOR VALVE & PRESSURE RELIEF VALVE

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

UNK PULL BOX (2)

AutoCAD SHX Text

TANK

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

FLOW METER & VAULT

AutoCAD SHX Text

HYDROPNEUMATIC TANK

AutoCAD SHX Text

4" PVC DRAIN LINE

AutoCAD SHX Text

TRANSFORMER VAULT (SINGLE STORY CONCRETE BLOCK BUILDING)

AutoCAD SHX Text

MOTOR CONTROL CENTER

AutoCAD SHX Text 32.0'

AutoCAD SHX Text #1

AutoCAD SHX Text #2

AutoCAD SHX Text #3

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

ST

AutoCAD SHX Text

MTS-1

AutoCAD SHX Text

AutoCAD SHX Text

PCP-S6

AutoCAD SHX Text

MB1

AutoCAD SHX Text

ATS1

AutoCAD SHX Text

PP1

AutoCAD SHX Text

EDP

AutoCAD SHX Text

AHU-2

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

MB2

AutoCAD SHX Text

ATS2

AutoCAD SHX Text

PP2

AutoCAD SHX Text

PCW1

AutoCAD SHX Text

SSS- HS1

AutoCAD SHX Text

VFD-HS3

AutoCAD SHX Text

VFD-HS5

AutoCAD SHX Text

SSS- TP1

AutoCAD SHX Text

SSS- TP3

AutoCAD SHX Text

SSS- HS2

AutoCAD SHX Text

VFD-HS4

AutoCAD SHX Text

SSS- TP2

AutoCAD SHX Text

SSS- TP4

AutoCAD SHX Text

ACCU

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

ACCU

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

WATER QUALITY CONTROL BUILDING FF ELEV = 15.52

AutoCAD SHX Text

R.W. TRANSFER PUMP STATION WATER SPIGOT

AutoCAD SHX Text

EPANEL

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

A/C UNIT

AutoCAD SHX Text 25.5'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text 10.0'

AutoCAD SHX Text 32.2'

AutoCAD SHX Text

SINGLE STORY CONCRETE BLOCK CHEMICAL EQUIPMENT BUILDING F.F. EL. = 12.00

AutoCAD SHX Text

GENERATOR BUILDING

AutoCAD SHX Text

FLOW METER & VAULT

AutoCAD SHX Text

SURGE ANTICIPATOR VALVE & PRESSURE RELIEF VALVE

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

METAL LID

AutoCAD SHX Text

UNK PULL BOX (2)

AutoCAD SHX Text

TANK

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

FLOW METER & VAULT

AutoCAD SHX Text

HYDROPNEUMATIC TANK

AutoCAD SHX Text

4" PVC DRAIN LINE

AutoCAD SHX Text

TRANSFORMER VAULT (SINGLE STORY CONCRETE BLOCK BUILDING)

AutoCAD SHX Text

MOTOR CONTROL CENTER

AutoCAD SHX Text 32.0'

AutoCAD SHX Text #1

AutoCAD SHX Text #2

AutoCAD SHX Text #3

AutoCAD SHX Text #4

AutoCAD SHX Text #5

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

ST

AutoCAD SHX Text

MTS-1

AutoCAD SHX Text

AutoCAD SHX Text

PCP-S6

AutoCAD SHX Text

MB1

AutoCAD SHX Text

ATS1

AutoCAD SHX Text

PP1

AutoCAD SHX Text

EDP

AutoCAD SHX Text

AHU-2

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text

MB2

AutoCAD SHX Text

ATS2

AutoCAD SHX Text

PP2

AutoCAD SHX Text

PCW1

AutoCAD SHX Text

SSS- HS1

AutoCAD SHX Text

VFD-HS3

AutoCAD SHX Text

VFD-HS5

AutoCAD SHX Text

SSS- TP1

AutoCAD SHX Text

SSS- TP3

AutoCAD SHX Text

SSS- HS2

AutoCAD SHX Text

VFD-HS4

AutoCAD SHX Text

SSS- TP2

AutoCAD SHX Text

SSS- TP4

AutoCAD SHX Text

ACCU

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

ACCU

AutoCAD SHX Text J:\S06208\Civil\DWG\_Current_Plan_Set\S06208 - CIVIL - SDP.SGP.dwg, 6/11/2026 1:27:31 PM, Steven Holmes, 6/11/2026 1:27:31 PM, Steven Holmes6/11/2026 1:27:31 PM, Steven Holmes, Steven HolmesSteven Holmes