REVISED_STATION_-_2-24-26_KUA_VAN_METER_SUBSTATION_BID_SET.pdf

PDF 5 MB Posted Feb 25, 2026

Attached to: Van Meter Substation Construction
Solicitation number: RFP 26-016-SN
Issued by: Polk County, Lake Harbor CDP, Florida

About this file

Written by GovTribe AI · Apr 13, 2026

This is a revised bid set of technical drawings and specifications for the Van Meter Substation No. 22, a 69-kilovolt greenfield substation project issued by the Kissimmee Utility Authority (KUA) in Polk County, Florida. The procurement encompasses complete substation construction including site preparation, civil works, structural construction, electrical equipment installation, and grounding systems. KUA will furnish major equipment including two 69KV transmission takeoff bay structures, four 69KV SF6 breakers, twelve 69KV air break switches, two 69/13.2KV 44.8MVA transformers, two 15KV PDC switchgears, and a control house. The contractor is responsible for all labor, supervision, materials, and equipment not provided by KUA, excluding transformer erection and filling, relay control and power cable supply and termination, equipment testing and commissioning, transmission structure installation (except H-frame takeoff structures), URD feeder cable supply and installation, station service transformers, distribution circuit air break cabinet switchgear, and battery system installation. The mandatory pre-bid conference was scheduled for February 23, 2026, at 1:30 PM EST with site visit included; questions and comments were due by February 27, 2026; proposals were due March 17, 2026, at 2:00 PM EST with virtual public bid opening via Zoom; anticipated construction start was May 11, 2026; and station energization was expected in April 2027.

Pricing shall be submitted on a firm-fixed basis with all costs including labor, supervision, overhead, profit, materials, supplies, equipment, tools, mobilization, demobilization, travel, transportation, and taxes included in the lump sum price, supplemented by time-and-materials pricing options for potential change orders. Only firms with demonstrated experience completing at least one full-scale 69KV greenfield substation project and one brownfield rebuild/expansion project within the past four years, current Florida electrical contracting licensure, and ability to provide as-built and redline record documents are eligible. Required insurance includes General Liability of $1,000,000 per occurrence with $2,000,000 annual aggregate, an Excess/Umbrella policy of $10,000,000, Vehicle coverage of $1,000,000 combined single limit, Workers' Compensation of $1,000,000, and Builders Risk insurance before construction start. A 100% Performance Bond payable within ten days of award notification is mandatory; no bid bond is required. Proposal evaluation is weighted at 50 points for pricing, 15 points each for management and personnel qualifications and approach to delivery of services, and 5 points each for relevant experience, prior KUA projects, technical exceptions, and contractual exceptions, with proposals limited to 50 pages.

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Other files

File	Type	Posted
REVISED_Public_Notice_of_RFP_Interviews.pdf	PDF	Apr 2, 2026
FINAL_-_Public_Notice_of_RFP_Evaluation_Team_Meeting.pdf	PDF	Apr 1, 2026
Public_Notice_of_RFP_Interviews.pdf	PDF	Apr 1, 2026
Public_Notice_of_RFP_Evaluation_Team_Meeting.pdf	PDF	Mar 20, 2026
BIDDERS_SUBMITTED.pdf	PDF	Mar 20, 2026
RFP_26-016-SN_Addendum_No._5.pdf	PDF	Mar 4, 2026
RFP_26-016-SN_Addendum_No._4.pdf	PDF	Mar 3, 2026
VAN_METER_CONTROL_HOUSE_AND_PDC.pdf	PDF	Mar 3, 2026
Pre-Bid_Meeting_Sign-in_02.23.25.pdf	PDF	Feb 25, 2026
RFP_26-016-SN_Addendum_No._3.pdf	PDF	Feb 25, 2026
KUA_PADCON60806.pdf	PDF	Feb 25, 2026
REVISED_EXHIBIT_A_-_PRICE_SHEET.xlsx	XLSX spreadsheet	Feb 25, 2026
Sub22_VanMeter_Drawing_List_REVISED_2-24-26.xlsx	XLSX spreadsheet	Feb 25, 2026
KUA_PADCONTY1115.pdf	PDF	Feb 25, 2026
RFP_26-016-SN_Addendum_2.pdf	PDF	Feb 18, 2026
Addendum_No._1.pdf	PDF	Feb 17, 2026
Addendum_No._1.pdf	PDF	Feb 17, 2026
Exhibit_A_-_RFP_26-016-SN_Pricing_Sheets.xlsx	XLSX spreadsheet	Feb 13, 2026
Exhibit_B_-_RFP_26-016-SN_Constructions_Specifications.pdf	PDF	Feb 13, 2026
RFP_26-016-SN_Van_Meter_Substation_Construction_-_Solicitation_Documents.pdf	PDF	Feb 13, 2026
Exhibit_D_-_Tariff_Price_Adjustment_Form_Section_1.24.1.pdf	PDF	Feb 13, 2026
RFP_26-016-SN_Van_Meter_Substation_Construction_-_Solicitation_Documents.pdf	PDF	Feb 13, 2026
Exhibit_B_-_RFP_26-016-SN_Constructions_Specifications.pdf	PDF	Feb 13, 2026
Exhibit_C_-_RFP_26-016-SN_Conditions_and_Requirements.pdf	PDF	Feb 13, 2026
Exhibit_D_-_Tariff_Price_Adjustment_Form_Section_1.24.1.pdf	PDF	Feb 13, 2026
Exhibit_A_-_RFP_26-016-SN_Pricing_Sheets.xlsx	XLSX spreadsheet	Feb 13, 2026
Exhibit_C_-_RFP_26-016-SN_Conditions_and_Requirements.pdf	PDF	Feb 13, 2026

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H1 H2 H3

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22-E-1000

VAN METER SUBSTATION NO.22

GENERAL ARANGEMENT PLAN

GRAPHICAL SCALE

22-E-1010

VAN METER SUBSTATION NO.22

69 kV GROUNDING PLANBID DOCUMENT

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N-S BASELINE

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E-W BASELINE

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DETAIL A

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(TYP)

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DETAIL B

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SWITCH GROUND PAD

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DRAWN

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CHK

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APP

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SHEET

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REV.

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CHECKED

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DATE

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APPROVED

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DESCRIPTION OF REVISIONS

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DATE

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SOURCE DRAWING

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DESCRIPTION OF REVISIONS

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DATE

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APP

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CHK

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DRAWING NUMBER

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TITLE

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CHK

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CHK

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KISSIMMEE

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UTILITY

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AUTHORITY

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SCALE

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WAI

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WAI

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WAI

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BID ADDENDA

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1. GROUND GRID INSTALLED 18" BELOW TOP OF EARTH GRADE. GROUND GRID INSTALLED 18" BELOW TOP OF EARTH GRADE. 2. SEE DRAWING 22-E-1011 FOR GROUNDING DETAILS. SEE DRAWING 22-E-1011 FOR GROUNDING DETAILS. 3. GROUND CONDUCTORS SHALL BE INSTALLED IN THE LOCATIONS SHOWN GROUND CONDUCTORS SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THIS DRAWING. MINOR DEVIATIONS TO AVOID FOUNDATIONS ARE ACCEPTABLE. 4. CONTRACTOR SHALL TAKE RESISTANCE READINGS AFTER INSTALLATION CONTRACTOR SHALL TAKE RESISTANCE READINGS AFTER INSTALLATION OF THE GROUND GRID AS REQUIRED BY ENGINEER. IF READINGS ARE HIGHER THAN CALLED FOR BY THE SPECIFICATION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ADDING SUFFICIENT NUMBER OF GROUND RODS TO BRING GROUND RESISTIVITY READINGS TO AN ACCEPTABLE TO AN ACCEPTABLE LEVEL. 5. CONNECT 1-4/0 GROUND CONDUCTOR TO OPPOSITE ENDS OF GROUND CONNECT 1-4/0 GROUND CONDUCTOR TO OPPOSITE ENDS OF GROUND BUS FOR EACH SWITCHGEAR LINEUP. 6. RUN ONE (1) 4/0 GROUND CONDUCTOR WITH DUCT BANK. RUN ONE (1) 4/0 GROUND CONDUCTOR WITH DUCT BANK. 7. A 6" THICK LAYER OF CRUSHED STONE SHALL BE INSTALLED ON A 6" THICK LAYER OF CRUSHED STONE SHALL BE INSTALLED ON EARTH GRADE AND SHALL HAVE A MINIMUM WET RESISTIVITY OF 3000 OHM-M. 8. GROUNDING SYSTEM DESIGNED FOR 40KA FAULT @ 69KV.GROUNDING SYSTEM DESIGNED FOR 40KA FAULT @ 69KV.

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%%UGENERAL NOTES:

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%%ULEGEND:

AutoCAD SHX Text EXOTHERMIC WELD CONNECTION 4/0 Cu. TO 4/0 Cu.

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AutoCAD SHX Text 5/8" x 20'-0" COPPER CLAD STEEL GROUND ROD (UNLESS OTHERWISE NOTED)

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GROUNDING PAD, SEE DWG. 22-E-1011 DETAIL G

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AutoCAD SHX Text 4/0 Cu. FROM STORMWATER CATCH BASIN TO GROUND GRID

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DETAIL B

TYPICAL GROUND GRID INSTALLATION

EXOTHERMAL WELD

DETAIL C

MANUAL OPERATING MECHANISM AND

DISCONNECT SWITCH GROUNDING

DETAIL D

TYPICAL STEEL STAND GROUNDING

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TYPICAL EQUIPMENT

GROUND CONNECTION

DETAIL F

TYPICAL POTENTIAL DEVICE

GROUNDING

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TYPICAL SWITCH OPERATOR

GROUNDING PAD

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TYPICAL DEAD-END TOWER/EQUIPMENT STAND

AND SURGE ARRESTER GROUNDING

DETAIL I

CABLE HOLD-DOWN HOOK

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SHIELD WIRE ATTACHMENT

TAKE-OFF TOWER

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CABLE TRENCH GROUNDING

DETAIL K

SHIELD WIRE ATTACHMENT

SHIELDING MAST

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SHIELDING MAST GROUNDING

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TYPICAL SURGE ARRESTER/METERING

UNIT/POTENTIAL DEVICE

STAND GROUNDING

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PIT WALL GROUNDING DETAIL

DETAIL A

METAL GATE GROUNDING

(TYPICAL EACH LEAF)

CONDUCTOR TO ROD CONDUCTOR TAPCONDUCTOR CROSS

DETAIL P

STORMWATER CATCH BASIN

GROUNDING DETAIL

22-E-1011

VAN METER SUBSTATION NO.22

SWITCHYARD GROUNDING DETAILSBID DOCUMENT

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CLAMP TYPE

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CONNECTOR ON

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SURGE ARRESTER

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GROUNDING

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MAT CABLE

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HOLD DOWN HOOK MADE FROM

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1/4" REINFORCING ROD. DRIVEN

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INTO ROUGH GRADE TO HOLD

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CABLE IN PLACE.

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ROUGH GRADE

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CRUSHED STONE FILL

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FINISHED GRADE

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BEND OVER END

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OF ROD TO

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FORM A HOOK.

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CL OF

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OPERATING ROD

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HOLD DOWN HOOKS

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SHALL BE INSTALLED

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AT ALL BENDS. SEE

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DETAIL THIS DWG.

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EXOTHERMAL WELD

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BARE COPPER CONDUCTOR

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GRID INSTALLED ON TOP

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OF ROUGH GRADE NOT

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MORE THAN 1'-0" BELOW

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FINISHED GRADE.

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(SIZE PER PLAN DWGS.)

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COPPER STINGER

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NO.4/0 BARE

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(2-HOLE NEMA)

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GROUND PAD ON EQUIPMENT

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OF RUN.

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CABLES. THRU OR END

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WELD FOR 2 HORIZONTAL

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USE CROSS EXOTHERMAL

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END OF RUN.

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CABLES, THRU OR

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FOR 2 HORIZONTAL

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EXOTHERMAL WELDS

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USE TOP AND SIDE

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ROD

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5/8" GROUND

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END OF RUN.

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TAP CABLES. THRU OR

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HORIZONTAL RUN AND

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WELD FOR TEE OF

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USE TEE EXOTHERMAL

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RUN.

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CABLE. THRU OR END OF

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WELD FOR 1 HORIZONTAL

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USE ONLY TOP EXOTHERMAL

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GROUND

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#4/0 COPPER

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GROUND BRAID BURNDY

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TYPE "B" 2 HOLE NEMA

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DRILLING ONE END ONLY

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(PROVIDED BY SWITCH

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SUPPLIER)

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SEE DETAIL G ON

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THIS DRAWING FOR

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GROUNDING PAD

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GROUND CLAMP

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BURNDY TYPE "GG"

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(PROVIDED BY SWITCH

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SUPPLIER)

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CALDWELD TYPE GT

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GROUND ROD (TOP)

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EXOTHERMAL WELD

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HORIZONTAL CABLE TO

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CALDWELD TYPE TA

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TAP CABLE

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EXOTHERMAL WELD

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HORIZONTAL CABLE TO

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CALDWELD TYPE XA

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HORIZONTAL CABLE

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EXOTHERMAL WELD

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HORIZONTAL CABLE TO

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CALDWELD TYPE GY

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GROUND ROD (SIDE)

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EXOTHERMAL WELD

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HORIZONTAL CABLE TO

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GROUND CONNECTOR

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COPPER CABLE TO BAR

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BURNDY CAT. NO. GB29

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COPPER CABLE TO EQUIPMENT

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ANDERSON TYPE SWL

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GROUND LUG

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TWO HOLE PAD OR BAR

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GROUND GRID

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4/0 COPPER GROUND

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CONDUCTOR TO

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NO-OX-ID

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JOINT COMPOUND

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COPPER CABLE TO EQUIPMENT

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ANDERSON TYPE SWL

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GROUND LUG

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TWO HOLE PAD OR BAR

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GROUND CONNECTOR

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COPPER CABLE TO BAR

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(TYPICAL)

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BURNDY CAT. NO. GB29

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4/0 COPPER GROUND

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CONDUCTOR TO

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GROUND GRID

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GROUND CLAMP ON

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POTENTIAL DEVICE

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4/0 COPPER GROUND

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CONDUCTOR

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(RUN INSIDE WEB)

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TO GROUND GRID

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CONDUCTOR

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4/0 COPPER GROUND

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CONTINUE CONDUCTOR UP

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TO STEEL STRUCTURE AND

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CONNECT TO THE SWITCH

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OPERATING MECHANISM

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GROUND BRAID OR

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BRAIDLESS GROUNDING

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DEVICE.

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CONDUCTOR

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MAT

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CONDUCTOR MAT

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#4/0 COPPER GROUND

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#4/0 COPPER

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GROUND CONDUCTOR

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COPPER CABLE TO EQUIPMENT

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ANDERSON TYPE SWL

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GROUND LUG

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TWO HOLE PAD OR BAR

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4/0 COPPER GROUND

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CONDUCTOR TO GROUND

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GRID

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4/0 COPPER GROUND CONDUCTOR

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TO GROUND GRID

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4/0 COPPER GROUND

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CONDUCTOR TO GROUND GRID

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(TYPICAL)

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GROUND CONNECTOR

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COPPER CABLE TO BAR

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BURNDY CAT. NO. GB29

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SEE NOTE 2

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(IF REQUIRED)

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UPPER OR LOWER TRUSS

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AS REQUIRED

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GROUND CONNECTOR

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2 COPPER CABLES TO BAR

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BURNDY CAT. NO. GC2929

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1. CONTRACTOR TO SUPPLY GROUNDING CONNECTORS FOR NEW STRUCTURES AND CONTRACTOR TO SUPPLY GROUNDING CONNECTORS FOR NEW STRUCTURES AND DISCONNECT SWITCHES UNDER CONTRACT 63.4402. 2. RUN 4/0 COPPER CONDUCTOR THROUGH CLAMP ON SURGE ARRESTER AND RUN 4/0 COPPER CONDUCTOR THROUGH CLAMP ON SURGE ARRESTER AND CONNECT TO GROUND CLAMP ON CCVT OR PT. 3. 4/0 COPPER GROUND CONDUCTORS SHALL BE SUPPORTED BY CABLE CLIPS 4/0 COPPER GROUND CONDUCTORS SHALL BE SUPPORTED BY CABLE CLIPS (TRENWA GC-1 OR EQUIVALENT) AT THE TOP OF TRENCH APPROXIMATELY EVERY FIVE (5) FEET.

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%%UGENERAL NOTES:

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3/8" EHS

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SAND FILL

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SURFACING

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CRUSHED ROCK

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4/0 COPPER GROUND CONDUCTORS

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TO BE INSTALLED ON EACH

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SIDE OF TRENCH. (SEE NOTE 3)

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TRANSMISSION

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SIDE BY OTHERS

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4/0 COPPER

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GROUND

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CONDUCTOR

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(TYPICAL)

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CADWELD

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CONNECTION

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4/0 COPPER GROUND

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CONDUCTOR TO

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GRID CONDUCTOR

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4/0 COPPER GROUND

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CONDUCTOR FROM

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GROUND GRID UP

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TO TRENCH WALL

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CONDUCTOR INSTALLED

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WITH CADWELD

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CONNECTION

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COMPRESSION DEAD-END

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ALCOA CAT. NO. E4620.12-J

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ANCHOR SHACKLE

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OHIO BRASS CAT. NO. 13722

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TWO CONDUCTOR

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BURNDY CAT. NO. K2A36U-2N

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UNIVERSAL TERMINAL

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2-HOLE NEMA PAD

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OR EQUAL

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#4/0 AWG CU

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BURNDY GCL30 REQ'D

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(EACH SEPERATE ANGLE

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MUST BE GROUNDED)

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STRAIGHT CADWELD

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#4/0 AWG COPPER

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BURNDY TYPE YA2BL

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O.C. ALL AROUND PIT.

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BE MOUNTED TO PIT WALL USING

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SINGLE HOLE CONDUIT CLAMP @4'

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#4/0 AWG CU CONDUCTOR SHALL

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TO GROUND GRID

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WALL ALL AROUND

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#4/0 AWG ON PIT

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SUPPORT MEMBER

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ANCHOR

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1/2"%%C EXPANSION

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CLAMP TYPE

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CONNECTOR ON

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SURGE ARRESTER

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4/0 COPPER

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GROUND

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CONDUCTOR

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(TYPICAL)

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4/0 COPPER

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GROUND

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CONDUCTOR

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(RUN INSIDE

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WEB)

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4/0 COPPER GROUND

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CONDUCTOR TO

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GROUND GRID

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4/0 COPPER GROUND

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CONDUCTOR TO

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GROUND GRID

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OR METERING UNIT

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BURNDY TYPE GB29

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COPPER CABLE TO BAR

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GROUND CONNECTOR

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(TYPICAL)

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GROUND CONNECTOR

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2 COPPER CABLES TO BAR

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BURNDY CAT. NO. GC2929

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3/8" EHS

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COMPRESSION DEAD-END

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ALCOA CAT. NO. E4620.12-J

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ANCHOR SHACKLE

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OHIO BRASS CAT. NO. 13722

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2-HOLE NEMA PAD

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BURNDY CAT. NO. KA36U-2N

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SINGLE CONDUCTOR

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UNIVERSAL TERMINAL

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OR EQUAL

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CRUSHED ROCK

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SURFACING

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4/0 COPPER GROUND

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CONDUCTOR TO

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GROUND GRID

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BURNDY HYLUG TYPE VVA28-2

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COPPER CABLE TO BAR

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GROUND CONNECTOR

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PRECAST CONRETE

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WALL PILASTER

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ERITECH EQUIPMENT

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GROUND BAR EGBB12412CC

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ATTACHED TO PILASTER

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WITH MASONARY ANCHORS

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TWO-HOLE GROUNG LUG

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4/0 AWG CU GROUND

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CONDUCTOR TO GROUND GRID

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ERITECH 2/0 AWG FLEXIBLE

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JUMPER WITH TWO-HOLE

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GROUND LUG ON EACH SIDE

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DECORATIVE

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METAL

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GATE

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#4/0 AWG COPPER

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TO GROUND GRID

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BURNDY TYPE YA2BL

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ANCHOR

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22-E-1012

NEOCITY SUBSTATION NO. 21

69 kV RACEWAY & LIGHTING PLAN

22-S-1005

VAN METER SUBSTATION NO. 22

69kV FOUNDATION PLAN

FOUNDATION NOTES:

CAUTION

FOUNDATION SCHEDULE

REFERENCE DRAWINGS

TRENWA TRENCH SCHEDULE

22-S-1006

VAN METER SUBSTATION NO. 22

DRILLED SHAFT FOUNDATION DETAILS

For Bid

02/12/2026 4:22:08 PM

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15KV CAPACITOR BANK FDN

SECTION 2

SF6 BREAKER

SECTION 1

VAN METER TORO SUBSTATION NO. 22

FOUNDATION DETAILS

22-S-1007

FOUNDATION NOTES:

REFERENCE DRAWINGS:

For Bid

02/12/2026 4:22:24 PM

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TRANSFORMER FOUNDATION

SECTION 1

DETAIL "A"

TYPICAL WATER STOP

SECTION 3

SUMP PUMP DETAIL

SUMP PUMP ELECTRICAL DETAIL

SECTION 4

FOUNDATION NOTES:

REFERENCE DRAWINGS:

SECTION 2

LEGEND:

GROUNDING STINGER DETAIL

DETAIL B

SECTION C-C

L4/4/

22-S-1008

VAN METER SUBSTATION NO. 22

TRANSFORMER FOUNDATION DETAILS

For Bid

02/12/2026 4:22:15 PM

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BMCD

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15kV SWITCHGEAR ANCHOR BOLT PLAN

FOUNDATION NOTES:

REFERENCE DRAWINGS:

15kV SWITCHGEAR FOUNDATION

LEGEND:

DETAIL A

PULL BOX AND CABLE TRAY

ENTRANCE TO SWITCHGEAR BUILDING

PLAN

SECTION 4

SECTION 5

15kV SWITCHGEAR FOUNDATION

SECTION 2 SECTION 3

22-S-1009

VAN METER SUBSTATION NO. 22

SWITCHGEAR FOUNDATIONS DETAILS

For Bid

02/12/2026 4:22:18 PM

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BMCD

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CONTROL BUILDING FOUNDATION PLAN

FOUNDATION NOTES:

REFERENCE DRAWINGS:

DETAIL A

PULL BOX AND CABLE TRAY

ENTRANCE TO SWITCHGEAR BUILDING

PLAN

SECTION 3

SECTION 4

SECTION 2

CONTROL BUILDING ANCHOR BOLT PLAN

SECTION 5 SECTION 6

22-S-1010

VAN METER SUBSTATION NO. 22

CONTROL BUILDING FOUNDATIONS PLAN

CADD FILE: Z:\Clients\TND\KissmeeUtil\170688_KUA-OsceolaPkw\Design\OsceolaPkwy\CADD\Working\Substation\Struc\22S101001 SAVED BY: (KRDANDKAR) 2/11/2026 4:41 AM

For Bid

02/12/2026 4:22:21 PM

1 02/24/26 BID ADDENDUM BMCD

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22-S-1013

SWITCHYARD RACEWAY AND LIGHTING DETAILS

DETAIL A

TYPICAL CONDUIT INSTALL

AT CABLE TRENCH

CONDUIT RISER

DETAIL C

DETAIL D

TYPICAL RACEWAY TO FLOODLIGHTS

ON SHIELDING MAST

DETAIL H

TYPICAL RACEWAY TO

69kV BREAKER CONTROL BOX

DETAIL

TYPICAL CONDUIT TERMINATION

AT EQUIPMENT

LINE DISCONNECT AUXILIARY SWITCH

DETAIL GDETAIL F

TYPICAL 1-PHASE PT RACEWAY

69kV 3-PHASE PT STAND

CONDUIT RISER AND JUNCTION BOX

DETAIL E

FLOODLIGHT INSTALLATION

DETAIL J

22-S-1013

SWITCHYARD RACEWAY AND LIGHTING DETAILS

TYPICAL AUXILIARY DRUM SWITCH

JUNCTION BOX

DETAIL L

TYPICAL PT JUNCTION BOX

DETAIL K DETAIL M

TYPICAL LIGHT FIXTURE

SPLICE BOX

CONDUIT RISERS

TYPICAL SWITCHGEAR

DETAIL Q

TYPICAL DISTRIBUTION FEEDER CIRCUIT CONDUIT

DETAIL R

DUCT BANK

TYPICAL CONCRETE COVERED

DETAIL S

VAN METER SUBSTATION NO. 22

WALL & GATE CONSTRUCTION DETAILS

22-S-1050

DETAIL A

SECTION 1

GATE CURB DETAIL

CADD FILE: \\Bulkk\common\ENGINEERING\INFINGER\WORK FOLDER\VAN METER SUBSTATION\KUA DESIGN\22S105001 SAVED BY: (WINFINGER) 2/2/2026 4:16 PM

GATE TYPE

ALUMINUM GATE DETAIL

DETAIL B

SECTION 2

20' CURB

4' CURBNOTES:

WALL SECTION NOTES:

CAP DETAIL

WALL PANEL

CAP S

(MAY VERY DUE TO SITE SPECIFIC SITUATIONS)

20' CENTER TO CENTER COLUMN SPACING MAX.

F.G.

SECTION D

12"x13"

F.G. WALL ELEVATION

CORNER POST DETAIL

12"x13"

END POST DETAIL

12"x13" 12"x13"

12" x 13" POST CAP

10' WALL ELEVATION

STANDARD CONDITIONS DETAIL

1. ALL CONCRETE TO BE 3,000 PSI FOR FOUNDATIONS AND 4,000 PSI FOR ALL PRECAST UNITS.

2. ALL REINFORCING STEEL TO BE ASTM A615 DEFORMED BARS 60,000 PSI.

3. WIND LOAD DESIGN CONFORMS TO F.B.C. 2014 5th EDITION AND ASCE 7-10, FOR WIND

LOAD OF 170 MPH 3 SECOND GUST, EXPOSURE "C", ASD DESIGN FOR A SOLID FENCE.

4. SOIL BEARING CAPACITY OF 2000 P.S.F. MINIMUM.

5. WALL HEIGHT, ABOVE EARTH GRADE WILL BE 8'-0" ADDITIONAL 6" OF WALL HEIGHT

REQUIRED TO ALLOW FOR THE ANY SLIGHT VARIATIONS IN GRADE ELEVATIONS.

6. SITE GRADE TO BE MINUS 6" AT WALL TO ALLOW WALL INSTALLATION. FINAL GRADE

ELEVATION AT WALL TO BE ESTABLISHED UPON COMPLETE ERECTION OF WALL.

7. WALL DIMENSIONS SHOWN ON PLAN ARE TO CENTERLINE OF WALL. CONSTRUCTION

CONTRACTOR TO STAKE CENTERLINE OF WALL PRIOR TO WALL CONSTRUCTION.

8. CONTRACTOR SHALL SUBCONTRACT FOR WALL SYSTEM. WALL SYSTEM SHALL BE DESIGNED

AND PROVIDED BY PRECAST WALL SYSTEMS, INC., 1988 N.W. 22ND COURT, POMPANO

BEACH, FL 33069; WALL TYPE SHALL BE SELECTED BY KUA, WALL PANEL COLOR SHALL BE

LIGHT BUFF (2%) PILASTER, WALL CAP AND PILASTER CAP SHALL BE PAINTED WHITE.

REFERENCE DRAWINGS:

ALL DIMENSIONS ARE NOT

FINAL AND MAY VARY

TO SUIT EQUIPMENT

FURNISHED

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PRE-CAST CONCRETE COLUMN.

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HEAVY DUTY STAINLESS STEEL HINGE BY "AMTECO" SWING GATE SYSTEMS OR EQUAL.

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ALUMINUM INFILL PANELS BY "AMTECO" SWING GATE SYSTEMS, TYPE "ECLIPSE" OR EQUAL.

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L0311GD1

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1. CONTRACTOR TO PROVIDE TWO 20' GATES, GATE CURBS, AND CONTRACTOR TO PROVIDE TWO 20' GATES, GATE CURBS, AND ALL HARDWARE FOR VAN METER SUBSTATION. CONTRACTOR TO COORDINATE GATE SYSTEMS WITH WALL SYSTEMS. 2. ALUMINUM MANUAL GATE SYSTEM BY "AMETCO" W/ "ECLIPSE" ALUMINUM MANUAL GATE SYSTEM BY "AMETCO" W/ "ECLIPSE" TYPE INFILL PANELS OR EQUAL. 3. SUPPLY A PADLOCKABLE SLIDE BOLT AND CANE BOLT. SUPPLY A PADLOCKABLE SLIDE BOLT AND CANE BOLT. 4. CONTRACTOR TO GROUND GATES AND GATE HARDWARECONTRACTOR TO GROUND GATES AND GATE HARDWARE

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HORIZONTAL STEEL T0 BE CENTERED IN WALL SECTION

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AND HOOP FOR SIZE

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REFER TO POST: STEEL

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POST REINFORCEMENT

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TO HOOP ON ALL POSTS

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BACK FILL AFTER PLACEMENT OF PANEL --BY OTHERS

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REFER TO THE FOUNDATION SCHEDULE

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22-S-1001 SITE PLAN SITE PLAN

22-S-2001

69kV PLAN VIEW

STATION VIEW AND LEGEND

REFERENCE DRAWINGS:

- BILL OF MATERIALS: 22-S-2001, SH.2

- SECTION A1 - A1: 22-S-2001, SH.3

- SECTION A2 - A2: 22-S-2001, SH.4

- SECTION B - B: 22-S-2001, SH.5

- SECTION C - C: 22-S-2001, SH.6

- SECTION D - D: 22-S-2001, SH.7

- SECTION E - E: 22-S-2001, SH.8

CONSTRUCTION NOTES:

1) LOW BUS (E-W) HEIGHT SHALL BE 15'-0" AND HIGH BUS (N-S) HEIGHT SHALL BE 20'-0".

BUS HEIGHT IS MEASURED FROM BOTTOM OF STEEL TO CENTER LINE OF BUS.

2) ALL RUNS OF 4 INCH TUBULAR ALUMINUM BUS LONGER THAN 8 FEET IN LENGTH SHALL

HAVE 336 ACSR CONDUCTOR INSTALLED INSIDE OF TUBE FOR DAMPING.

3) ALL BUS RUNS SHALL BE 4" ALUMINUM BUS SCHEDULE 40 SPS 6063-T6 UNLESS

OTHERWISE NOTED.

4) RIGID BUS SUPPORT USING SWAGE FITTINGS BUS SUPPORT TO BUS.

5) ALL FITTINGS TO BE SWAGE BUS FITTINGS AS MANUFACTURED BY AFL OR DMC POWER.

6) SPLINE BALL IONIZERS (SBI) SHALL BE FURNISHED AND INSTALLED.

7) THE FOLLOWING MINIMUM METAL-TO-METAL CLEARANCE SHALL BE MAINTAINED WHEN

INSTALLING JUMPERS TO 69kV EQUIPMENT:

PHASE-TO-PHASE 31 INCHES

PHASE-TO-GROUND 25 INCHES

8) ALL MATERIALS, FITTINGS, BUS, CONDUCTOR HARDWARE FOR GAS CIRCUIT BREAKERS

AND STEEL STRUCTURES SHALL BE FURNISHED BY CONTRACTOR.

9) CABLE TRENCH SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR.

10) CONSTRUCTION CONTRACTOR SHALL DRILL 1/4" WEEP HOLES AT POINT OF MAXIMUM

DEFLECTION IN ALL HORIZONTAL BUS RUNS.

11) ALL JUMPER CABLE SHALL BE 1033 AAC UNLESS NOTED OTHERWISE.

12) ALL BREAKERS SHALL HAVE DUAL 1033 KCMIL AAC JUMPERS. BREAKERS CONNECTED TO

HIGH BUS SHALL ALSO HAVE BUS EXTENDERS.

13) IF VANGS NOT AVAILABLE, CONTRACTOR TO FURNISH 9/16" HOLES, SPACED

AT 3'-0" O.C. ON H-FRAME STRUCTURE (FOR ATTACHING FIBER DOWN

TO FIBER SPLICE BOX).

14) SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR.

15) MAIN BUS SHALL BE 4 INCH AND TAP BUS SHALL BE 2 INCH.

LEGEND:

B.O.S. BOTTOM OF STEEL

BRKR POWER CIRCUIT BREAKER

CL CENTERLINE

DS DISCONNECT SWITCH

SC SECURITY CAMERA

LF LIGHTING FIXTURE

F RIGID FITTING FOR

BUS SUPPORTS; SEE NOTE 4.

S SLIP BUS SUPPORT FITTING

E EXPANSION FITTING

XFMR TRANSFORMER

Ø PHASE

GROUND STUD CONNECTOR

LOCATION OF DISCONNECT SWITCH

OPERATING MECHANISM

AUXILIARY SWITCH AND ASSOCIATED

JUNCTION BOX LOCATION

SURGE ARRESTER

SINGLE PHASE BUS SUPPORT OR INSULATION

POTENTIAL TRANSFORMER WITH JUNCTION BOX

POTENTIAL TRANSFORMER

BUS HEIGHT 20'-0". ALL OTHER BUS IS LOW BUS

UNLESS OTHERWISE NOTED IN DETAILS.

BUS WITH END PLUG.

FIBER SPLICE BOX (SEE NOTE 14).

SUMP PUMP J-BOX

H1 H2 H3

X0 X1 X2 X3

T22-422

H1 H2 H3

X0 X1 X2 X3

T22-421

22-S-2001

69kV PLAN VIEW

BILL OF MATERIAL

REFERENCE DRAWINGS:

- 69KV PLAN VIEW: 22-V-2001, SH. 01

- SECTION A1 - A1: 22-V-2001, SH.03

- SECTION A2 - A2: 22-V-2001, SH.04

- SECTION B - B: 22-V-2001, SH.05

- SECTION C - C: 22-V-2001, SH.06

- SECTION D - D: 22-V-2001, SH.07

- SECTION E - E: 22-V-2001, SH.08

* OWNER FURNISHED, CONTRACTOR INSTALLED.

NOTES:

* OWNER FURNISHED, CONTRACTOR INSTALLED.

** DMC POWER IS AN APPROVED ALTERNATE FOR AFL.

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BID ADDENDUM

WAI

22-V-2001

69kV SWYD

ELEVATION VIEW SECTION A1 - A1

REFERENCE DRAWINGS:

- 69KV PLAN VIEW: 22-V-2001, SH. 01

- BILL OF MATERIALS: 22-V-2001, SH. 02

- SECTION A2 - A2: 22-V-2001, SH.04

- SECTION B - B: 22-V-2001, SH.05

- SECTION C - C: 22-V-2001, SH.06

- SECTION D - D: 22-V-2001, SH.07

- SECTION E - E: 22-V-2001, SH.08

F1 F3

F5 F2

F4 F6

NOTES:

* BUS PIPE IS 4" IPS SCH 40 UNLESS OTHERWISE NOTED.

** ONLY ON A-PH AND C-PH

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PIT WALL

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2 PER %%C

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BID ADDENDUM

69kV SWYD

ELEVATION VIEW SECTION A2 - A2

REFERENCE DRAWINGS:

- 69KV PLAN VIEW: 22-V-2001, SH. 01

- BILL OF MATERIALS: 22-V-2001, SH. 02

- SECTION A1 - A1: 22-V-2001, SH.03

- SECTION B - B: 22-V-2001, SH.05

- SECTION C - C: 22-V-2001, SH.06

- SECTION D - D: 22-V-2001, SH.07

- SECTION E - E: 22-V-2001, SH.08

F1 F3

F5 F2

F4 F6

NOTES:

* BUS PIPE IS 4" IPS SCH 40 UNLESS OTHERWISE NOTED.

** ONLY ON A-PH AND C-PH

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JB - T421

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2 PER %%C

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AutoCAD SHX Text

CAMERAS

AutoCAD SHX Text 10'-7"

AutoCAD SHX Text 6'

AutoCAD SHX Text

SRG

AutoCAD SHX Text

WAI

AutoCAD SHX Text

AutoCAD SHX Text 02/24/26

AutoCAD SHX Text

BID ADDENDUM

69kV SWYD

ELEVATION VIEW SECTION B - B

REFERENCE DRAWINGS:

- 69KV PLAN VIEW: 22-V-2001, SH. 01

- BILL OF MATERIALS: 22-V-2001, SH. 02

- SECTION A1 - A1: 22-V-2001, SH.03

- SECTION A2 - A2: 22-V-2001, SH.04

- SECTION C - C: 22-V-2001, SH.06

- SECTION D - D: 22-V-2001, SH.07

- SECTION E - E: 22-V-2001, SH.08

NOTES:

* BUS PIPE IS 4" IPS SCH 40 UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

DRAWN

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CHK

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APP

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SHEET

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REV.

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AutoCAD SHX Text D

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CHECKED

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DATE

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APPROVED

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DESCRIPTION OF REVISIONS

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DESCRIPTION OF REVISIONS

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KISSIMMEE

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UTILITY

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AUTHORITY

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CADD FILE

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SCALE

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AutoCAD SHX Text

SRG

AutoCAD SHX Text 2/2/26

AutoCAD SHX Text

WAI

AutoCAD SHX Text

WAI

AutoCAD SHX Text 22V200105

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 83' ToD

AutoCAD SHX Text 84' ToC

AutoCAD SHX Text 83.5'ToR

AutoCAD SHX Text 5'

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 13'-2"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 8'-2"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 13'-4"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 8'-4"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 5'

AutoCAD SHX Text 12'-6"

AutoCAD SHX Text 24'

AutoCAD SHX Text 12'

AutoCAD SHX Text 24'

AutoCAD SHX Text 133'

AutoCAD SHX Text 24'

AutoCAD SHX Text 12'-6"

AutoCAD SHX Text 5'

AutoCAD SHX Text 19'

AutoCAD SHX Text 21'

AutoCAD SHX Text 24'

AutoCAD SHX Text 30'-4"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 29'

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 7'-8"

AutoCAD SHX Text

SECTION A2-A2

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SECTION D-D

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SECTION A1-A1

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2 PER %%C

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2 PER %%C

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2 PER %%C

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2 PER %%C

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SRG

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WAI

AutoCAD SHX Text

AutoCAD SHX Text 02/24/26

AutoCAD SHX Text

BID ADDENDUM

69kV SWYD

ELEVATION VIEW SECTION C - C

REFERENCE DRAWINGS:

- 69KV PLAN VIEW: 22-V-2001, SH. 01

- BILL OF MATERIALS: 22-V-2001, SH. 02

- SECTION A1 - A1: 22-V-2001, SH.03

- SECTION A2 - A2: 22-V-2001, SH.04

- SECTION B - B: 22-V-2001, SH.05

- SECTION D - D: 22-V-2001, SH.07

- SECTION E - E: 22-V-2001, SH.08

NOTES:

* BUS PIPE IS 4" IPS SCH 40 UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

DRAWN

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CHK

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APP

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REV.

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CHECKED

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KISSIMMEE

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UTILITY

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AUTHORITY

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CADD FILE

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SCALE

AutoCAD SHX Text Sheet 6 of 8

AutoCAD SHX Text

SRG

AutoCAD SHX Text 2/2/26

AutoCAD SHX Text

WAI

AutoCAD SHX Text

WAI

AutoCAD SHX Text 22V200106

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 83' ToD

AutoCAD SHX Text 84' ToC

AutoCAD SHX Text 83.5'ToR

AutoCAD SHX Text 5'

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 13'-2"

AutoCAD SHX Text 5'

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 8'-2"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 12'-6"

AutoCAD SHX Text 24'

AutoCAD SHX Text 133'

AutoCAD SHX Text 12'

AutoCAD SHX Text 24'

AutoCAD SHX Text 12'-6"

AutoCAD SHX Text 19'

AutoCAD SHX Text 21'

AutoCAD SHX Text 24'

AutoCAD SHX Text 30'-4"

AutoCAD SHX Text 29'

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 12'-8"

AutoCAD SHX Text 7'-8"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 13'-2"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 8'-2"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 5'

AutoCAD SHX Text

SECTION A2-A2

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SECTION E-E

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SECTION A1-A1

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2 PER %%C

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2 PER %%C

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2 PER %%C

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2 PER %%C

AutoCAD SHX Text

SRG

AutoCAD SHX Text

WAI

AutoCAD SHX Text

AutoCAD SHX Text 02/24/26

AutoCAD SHX Text

BID ADDENDUM

69kV SWYD

ELEVATION VIEW SECTION D - D

REFERENCE DRAWINGS:

- 69KV PLAN VIEW: 22-V-2001, SH. 01

- BILL OF MATERIALS: 22-V-2001, SH. 02

- SECTION A1 - A1: 22-V-2001, SH.03

- SECTION A2 - A2: 22-V-2001, SH.04

- SECTION B - B: 22-V-2001, SH.05

- SECTION C - C: 22-V-2001, SH.06

- SECTION E - E: 22-V-2001, SH.08

NOTES:

* BUS PIPE IS 4" IPS SCH 40 UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

DRAWN

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CHK

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APP

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SHEET

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REV.

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CHECKED

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DATE

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APPROVED

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DESCRIPTION OF REVISIONS

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DATE

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SOURCE DRAWING

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DESCRIPTION OF REVISIONS

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DATE

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APP

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CHK

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DRAWING NUMBER

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TITLE

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CHK

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CHK

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KISSIMMEE

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UTILITY

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AUTHORITY

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CADD FILE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Sheet 7 of 8

AutoCAD SHX Text

SRG

AutoCAD SHX Text 2/2/26

AutoCAD SHX Text

WAI

AutoCAD SHX Text

WAI

AutoCAD SHX Text 22V200107

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 5'-8"

AutoCAD SHX Text 14'-6"

AutoCAD SHX Text 19'-6"

AutoCAD SHX Text 10'

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 10'-6"

AutoCAD SHX Text 27'-10"

AutoCAD SHX Text 15'

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 5'

AutoCAD SHX Text 83' ToD

AutoCAD SHX Text 84' ToC

AutoCAD SHX Text 83.5'ToR

AutoCAD SHX Text 83' ToD

AutoCAD SHX Text 84' ToC

AutoCAD SHX Text 83.5'ToR

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 3'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'-11"

AutoCAD SHX Text 47'

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text

69KV LINE 4-1022 TO LAKE CECILE

AutoCAD SHX Text

BY OTHERS

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text

SRG

AutoCAD SHX Text

WAI

AutoCAD SHX Text

AutoCAD SHX Text 02/24/26

AutoCAD SHX Text

BID ADDENDUM

69kV SWYD

ELEVATION VIEW SECTION E - E

REFERENCE DRAWINGS:

- 69KV PLAN VIEW: 22-V-2001, SH. 01

- BILL OF MATERIALS: 22-V-2001, SH. 02

- SECTION A1 - A1: 22-V-2001, SH.03

- SECTION A2 - A2: 22-V-2001, SH.04

- SECTION B - B: 22-V-2001, SH.05

- SECTION C - C: 22-V-2001, SH.06

- SECTION D - D: 22-V-2001, SH.07

NOTES:

* BUS PIPE IS 4" IPS SCH 40 UNLESS OTHERWISE NOTED.

AutoCAD SHX Text

DRAWN

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CHK

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APP

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SHEET

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REV.

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AutoCAD SHX Text D

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CHECKED

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DATE

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APPROVED

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DESCRIPTION OF REVISIONS

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DATE

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SOURCE DRAWING

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DESCRIPTION OF REVISIONS

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DATE

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APP

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CHK

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DRAWING NUMBER

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TITLE

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CHK

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CHK

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KISSIMMEE

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UTILITY

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AUTHORITY

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CADD FILE

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SCALE

AutoCAD SHX Text Sheet 8 of 8

AutoCAD SHX Text

SRG

AutoCAD SHX Text 2/2/26

AutoCAD SHX Text

WAI

AutoCAD SHX Text

WAI

AutoCAD SHX Text 22V200108

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 19'-8"

AutoCAD SHX Text 11'

AutoCAD SHX Text 16'

AutoCAD SHX Text 21'

AutoCAD SHX Text 16'

AutoCAD SHX Text 19'

AutoCAD SHX Text 7'-4"

AutoCAD SHX Text 10'-6"

AutoCAD SHX Text 52'-10"

AutoCAD SHX Text 15'

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 5'

AutoCAD SHX Text 83' ToD

AutoCAD SHX Text 84' ToC

AutoCAD SHX Text 83.5'ToR

AutoCAD SHX Text 83' ToD

AutoCAD SHX Text 84' ToC

AutoCAD SHX Text 83.5'ToR

AutoCAD SHX Text 7'-2"

AutoCAD SHX Text 3'

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'-11"

AutoCAD SHX Text 47'

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text

69KV LINE 4-0722 TO ST. CLOUD

AutoCAD SHX Text

BY OTHERS

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text

SRG

AutoCAD SHX Text

WAI

AutoCAD SHX Text

AutoCAD SHX Text 02/24/26

AutoCAD SHX Text

BID ADDENDUM

22S200102.pdf

Sheets and Views

Model

22S200103.pdf

Sheets and Views

Model

22S200104.pdf

Sheets and Views

Model

22S200105.pdf

Sheets and Views

Model

22S200106.pdf

Sheets and Views

Model

22S200107.pdf

Sheets and Views

Model

22S200108.pdf

Sheets and Views

Model

22S100701.pdf

Sheets and Views

Model

22e101001.pdf

Sheets and Views

22E101001

File details come from the government source that posted it. Updated Apr 13, 2026.