IFB_25-072-JG_S7400_REV_C_Revised_Drawings.pdf

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Transmission & Substation Structures for Van Meter Substation
Solicitation number
IFB 25-072-JG
Issued by
Florida

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Summary of Revised Drawings for Van Meter Transmission Line 69 kV Project

This document is a set of revised fabrication drawings prepared by Burns & McDonnell for the Kissimmee Utility Authority (KUA) in Orlando, Florida, detailing specifications for eight steel transmission structures as part of the Van Meter Transmission Line 69 kV project (S7400). The drawings encompass complete fabrication details for eight structures: Structure 1 (43B) is a drilled pier three-way self-supported deadend with distribution underbuild; Structure 2 is a drilled pier double circuit single-sided tangent for top circuit strain; Structure 3 is a drilled pier double circuit single-sided light angle for shield wire strain; Structures 4-6 are drilled pier double circuit single-sided light angle configurations; Structure 7 is a drilled pier deadend; and Structure 8 is a drilled pier deadend with expanded specifications. All structures are 1033.5 KCMIL 55-7 ACSS transmission conductors with galvanized steel construction and vary in total length from 45 feet to 105 feet with embedment depths ranging from 6 to 10 feet. The drawings were issued for review on August 1, 2025, released for bid on August 27, 2025, and revised for load tree and table updates on October 1, 2025, with all structures designated for equipment and structure fabrication release to construction.

The technical specifications include detailed load development information with calculations for multiple load cases (NESC 250B, 250C, 250D, and KUA Extreme Wind), wind span and weight span parameters, ruling span ranges, and pole tip deflection limits of 1% at deflection load case and 7% at extreme wind conditions. Each structure features specific hardware configurations including pole caps, shield wire arms, transmission arms, dead-end vangs, universal brackets, and double vangs mounted at designated locations with precise dimensional specifications. All structures must comply with KUA General Technical Specifications for the Purchase of Steel Transmission Poles and project-specific technical specifications, incorporate hot-dip galvanization, and be designed for a maximum foundation rotation of 1 degree. The drawings include comprehensive fabrication details for vang brackets, underbuild brackets, distribution arms, grounding pads, fuse brackets, and structure identification markings, with all dimensions provided in feet and inches from pole tip, pole top, or pole base reference points.

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Other files

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IFB_25-072-JG_Bid_Tabulation.pdf PDF
IFB_25-072-JG_Notice_of_Intent.pdf PDF
IFB_25-072-JG_Notice_of_Intent.pdf PDF
IFB_25-072-JG_Bid_Tabulation.pdf PDF
IFB_25-072-JG_Bid_Opening_Names.pdf PDF
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IFB_25-072-JG_Van_Meter_Transmission_Loads-Addendum_4.xlsx XLSX spreadsheet
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IFB_25-072-JG_Addendum_4.pdf PDF
IFB_25-072-JG_MarkUp_File_Drawings_with_Questions.pdf PDF
IFB_25-072-JG_S7400_REV_C_Revised_Drawings.pdf PDF
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IFB_25-072-JG_Van_Meter_Transmission_Loads-Addendum_4.xlsx XLSX spreadsheet
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IFB_25-072-JG_Addendum_3.pdf PDF
IFB_25-072-JG_Addendum_3.pdf PDF
IFB_25-072-JG_Addendum_2.pdf PDF
IFB_25-072-JG_Addendum_2.pdf PDF
IFB_25-072-JG_Addendum_2.pdf PDF
IFB_25-072-JG_REVISED_SECTION_3-Addendum_1.pdf PDF
IFB_25-072-JG_Addendum_1.pdf PDF
IFB_25-072-JG_REVISED_SECTION_3-Addendum_1.pdf PDF
IFB_25-072-JG_Addendum_1.pdf PDF
IFB_25-072-JG_Addendum_1.pdf PDF
IFB_25-072-JG_REVISED_SECTION_3-Addendum_1.pdf PDF
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Exhibit_A_Price_Sheet.xlsx XLSX spreadsheet
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IFB_25-072-JG_Transmission_&_Substation_Structures_for_Van_Meter_Substation.pdf PDF
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34" x 22"CONFORMED TO CONSTRUCTION RECORDS

RELEASED FOR EQUIPMENT/STRUCTURE FABRICATION

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD SUITE 300

- - AJS SK

JA 07/16/25

170688

08/01/25 ISSUED FOR REVIEW SK AJS JA -A

X

ELEVATION VIEW

STRUCTURE TYPE

TR4-DE-1033.5 KCMIL 55-7 ACSS, DRILLED PIER, 3-WAY DEADEND

WITH DISTRIBUTION UNDERBUILD

STRUCTURE 1 (43B)

ASSET #47955

FABRICATION DETAIL POLE TIP VIEW

GROUND PAD LOCATIONS

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text

VAN METER

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VAN METER TRANSMISSION LINE 69 KV

AutoCAD SHX Text S7400

AutoCAD SHX Text

PROPOSED STR 1(43B) POLE CONFIGURATION

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TRANSMISSION LINE 69 KV

AutoCAD SHX Text 7'-6"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text FACE E (LOOKING NORTH-EAST DIRECTION) NORTH-EAST DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 75'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text

ONE (1) POLE CAP. (INSTALLED BY MANUFACTURER)

AutoCAD SHX Text

TWO (2) SHIELD WIRE ARMS. ARMS TO BE DESIGNED BY MANUFACTURER

AutoCAD SHX Text TWO (2) DEAD-END VANGS MOUNTED AT WIRE ATTACHMENT LOCATIONS. SEE THE "DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

SIX (6) TRANSMISSION ARMS. ARMS TO BE DESIGNED BY MANUFACTURER

AutoCAD SHX Text SIX (6) DEAD-END VANGS MOUNTED AT WIRE ATTACHMENT LOCATIONS. SEE THE "DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

ONE (1) DISTRIBUTION ARM. ARM TO BE DESIGNED BY MANUFACTURER

AutoCAD SHX Text THREE (3) DOUBLE VANGS MOUNTED AT WIRE ATTACHMENT LOCATIONS. SEE THE "DOUBLE DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text THREE (3) UNDERBUILD BRACKET MOUNTED ON FACES C, E, G, AND I. SEE THE "5/8" BOLT UNDERBUILD BRACKET" DETAIL., SH. 13, SH. 13

AutoCAD SHX Text TRANSVERSE FACE D (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text THREE (3) BRACKETS MOUNTED AT JUMPER POST LOCATIONS. SEE THE "DISTRIBUTION ARM" DETAIL, SH. 13

AutoCAD SHX Text

(SEE STEEL POLE ATTACHMENT DETAILS, SH. 13)

AutoCAD SHX Text

1'-6" - SHIELD ARM BRACKET / B, G

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7'-6" - TRANS ARM BRACKET / B, G

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17'-6" - TRANS ARM BRACKET / B, G

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27'-6" - TRANS ARM BRACKET / B, G

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29'-8" - UNDERBUILD BRACKET / C, E, G, I

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28'-2" - UNDERBUILD BRACKET / C, E, G, I

AutoCAD SHX Text

24'-2" - UNDERBUILD BRACKET / C, E, G, I

AutoCAD SHX Text

36'-6" - DIST ARM BRACKET / I

AutoCAD SHX Text

0'-0" - POLE TOP

AutoCAD SHX Text TRANSVERSE FACE D (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

TOWARDS NEW STR #2

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TOWARDS EXISTING STR #13A

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TOWARDS EXISTING STR #43A

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text 60°

AutoCAD SHX Text 90°

AutoCAD SHX Text

GALVANIZED STEEL STRUCTURE

AutoCAD SHX Text

SEE STRUCTURE ID DETAIL, SH. 14.

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text

4'-0" - STRUCTURE ID / E

AutoCAD SHX Text

DIMENSIONS FROM POLE TIP

AutoCAD SHX Text

FOR

AutoCAD SHX Text

FROM POLE TOP

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FROM POLE BASE

AutoCAD SHX Text

FACE

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SHIELD

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

TRANS TOP

AutoCAD SHX Text 8'-9"

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

TRANS MID

AutoCAD SHX Text 18'-9"

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

TRANS BOT

AutoCAD SHX Text 28'-9"

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

DIST

AutoCAD SHX Text

AutoCAD SHX Text 35'-3"

AutoCAD SHX Text C

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

AutoCAD SHX Text 30'-8"

AutoCAD SHX Text C

AutoCAD SHX Text

NEUT

AutoCAD SHX Text

AutoCAD SHX Text 29'-2"

AutoCAD SHX Text I

AutoCAD SHX Text

SECONDARY

AutoCAD SHX Text

AutoCAD SHX Text 27'-8"

AutoCAD SHX Text I

AutoCAD SHX Text

SHIELD ARM

AutoCAD SHX Text

BOTTOM OF ARM. 1'-3" FROM TIP

AutoCAD SHX Text

TRANS ARMS

AutoCAD SHX Text

BOTTOM OF ARM. 1'-3" FROM TIP

AutoCAD SHX Text

DIST ARM

AutoCAD SHX Text

0'-6" LEFT OF BRACKETS

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text I

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text

DIMENSIONS FROM POLE BASE

AutoCAD SHX Text

V NOTCH ON FACE D

AutoCAD SHX Text NOTES: 1. SEE GROUNDING PAD DETAIL, SH. 13 SEE GROUNDING PAD DETAIL, SH. 13 2. V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP ANCHOR BOLT TEMPLATE 3. THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE MARKED TO INDICATE ALIGNMENT WITH THE V-NOTCH AT THE STRUCTURE BASE

AutoCAD SHX Text

35'-0" - FUSE BRACKET / C

AutoCAD SHX Text

31'-2" - UNDERBUILD (TRANSFORMER) BRACKET / I

AutoCAD SHX Text KUA STR TYPE TOTAL LENGTH (FT) EMBEDMENT LENGTH (FT) BENDING MOMENT (F-K) ##### VENDOR NAME YEAR OF MANUFACTURE

AutoCAD SHX Text 4'-0"

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD

- - JA AJS

170688

-A

X

STRUCTURE NUMBER: 1 (43B)

STRUCTURE TYPE: DRILLED PIER THREE WAY, SELF-SUPPORTED DEADEND

DNO-6551, 0.505 LB/FT, 0.645 IN DIA. (SA1) (SB) (SA2) 1033.5 KCMIL 54/7 "CURLEW" ACSS, 1.33 LB/FT, 1.245 IN DIA. (PA1) (PB) (PA2) 336.4 AAC TULIP, 0.315 LB/FT, 0.666 IN DIA. (DA) (DB)

TENSION CONTROL T/I/W 30/0/9.0, FINAL (LBS.): 2,200 400 - TENSION CONTROL T/I/W 30/0/9.0, INITIAL (LBS.): - 400 - TENSION CONTROL T/I/W 30/0/9.0, FINAL (LBS.): 2200 - TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): - - 18 TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): 18 - 18 TENSION CONTROL T/I/W 30/0/9.0, INITIAL (LBS): - 400

WIND SPAN (FT): 100 100 300 WIND SPAN (FT): 100 100 300 WIND SPAN (FT): 100 100

WEIGHT SPAN (FT): 600 250 100 WEIGHT SPAN (FT): 350 100 350 WEIGHT SPAN (FT): 200 150 RULING SPAN (FT): 200-300 100-200 500-600 RULING SPAN (FT): 200-300 100-200 400-600 RULING SPAN (FT): 200-300 100-200

336.4 AAC TULIP, 0.315 LB/FT, 0.666 IN DIA. (NA) (NB) 1/0 AAC TRIPLEX, 0.426 LB/FT, 0.99 IN DIA. (MA) (MB) DNA-30635, 0.178 LB/FT, 0.701 IN DIA. (CA) (CB)

TENSION CONTROL T/I/W 30/0/9.0, FINAL (LBS.): 2,300 - TENSION CONTROL T/I/W 30/0/9.0, FINAL (LBS.): 200 - TENSION CONTROL T/I/W 30/0/9.0, FINAL (LBS.): 900 - TENSION CONTROL T/I/W 30/0/9.0, INITIAL (LBS): - 400 WIND SPAN (FT): 50 0 TENSION CONTROL T/I/W 30/0/9.0, INITIAL (LBS): - 400

WIND SPAN (FT): 100 100 WEIGHT SPAN (FT): 100 0 WIND SPAN (FT): 100 100

WEIGHT SPAN (FT): 650 250 RULING SPAN (FT): 50-100 0 WEIGHT SPAN (FT): 450 350

RULING SPAN (FT): 200-300 100-200 RULING SPAN (FT): 200-300 100-200

LOAD CASES

WIND

(MPH)

WIND

(PSF)

STRUCTURE

WIND

(MPH)

STRUCTURE

WIND

(PSF)

Θ

ICE

(IN)

TEMP

(°F) I/C/L

VERTICAL

LOAD

FACTOR

WIND

LOAD

FACTOR

WIRE

LOAD

FACTOR

VSA1

(K)

TSA1

(K)

LSA1

(K)

VSB

(K)

TSB

(K)

LSB

(K)

VSA2

(K)

TSA2

(K)

LSA2

(K)

VPA1

(K)

TPA1

(K)

LPA1

(K)

VPB

(K)

TPB

(K)

LPB

(K)

VPA2

(K)

TPA2

(K)

LPA2

(K)

W

(PSF) K

NESC 250B 59.3 9.0 59.3 9.0 90.0 0.0 30.0 I 1.50 2.50 1.65 1.17 3.65 -2.89 0.90 -0.48 -0.47 0.79 2.15 -10.28 1.57 8.09 -6.42 1.07 -0.35 -0.46 1.57 2.39 -9.72 22.5 1.5

NESC 250C 120.0 36.9 120.0 36.9 90.0 0.0 60.0 I 1.00 1.00 1.00 0.78 3.55 -2.74 0.60 -0.74 -0.73 0.53 1.97 -7.93 1.05 6.92 -5.34 0.71 -0.45 -0.65 1.05 2.87 -9.91 36.9 1.0

NESC 250D 30.0 2.3 30.0 2.3 90.0 0.0 15.0 I 1.00 1.00 1.00 0.78 2.28 -1.85 0.60 -0.25 -0.21 0.53 1.13 -6.31 1.05 4.89 -3.97 0.71 -0.27 -0.23 1.05 1.02 -5.46 2.3 1.0

KUA EXTREME

WIND 131.1 44.0 131.1 44.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.78 3.98 -3.06 0.60 -0.87 -0.86 0.53 2.20 -8.56 1.05 7.58 -5.82 0.71 -0.52 -0.76 1.05 3.27 -10.94 44.0 1.0

STRINGING

DEADEND 39.5 4.0 39.5 4.0 90.0 0.0 60.0 I 1.50 1.00 1.00 2.00 1.46 -1.17 1.04 -0.23 -0.20 3.39 0.97 -5.20 3.73 3.78 -3.05 1.23 -0.25 -0.22 3.97 0.96 -4.80 4.0 1.5

DEFLECTION 0.0 0.0 0.0 0.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.78 1.39 -1.13 0.60 -0.24 -0.18 0.53 0.89 -5.14 1.05 3.65 -2.98 0.71 -0.27 -0.21 1.05 0.81 -4.64 0.0 1.0

LOAD CASES

WIND

(MPH)

WIND

(PSF)

STRUCTURE

WIND

(MPH)

STRUCTURE

WIND

(PSF)

Θ

ICE

(IN)

TEMP

(°F) I/C/L

VERTICAL

LOAD

FACTOR

WIND

LOAD

FACTOR

WIRE

LOAD

FACTOR

VDA

(K)

TDA

(K)

LDA

(K)

VDB

(K)

TDB

(K)

LDB

(K)

VNA

(K)

TNA

(K)

LNA

(K)

VNB

(K)

TNB

(K)

LNB

(K)

VMA

(K)

TMA

(K)

LMA

(K)

VCA

(K)

TCA

(K)

LCA

(K)

VCB

(K)

TCB

(K)

LCB

(K)

W

(PSF) K

NESC 250B 59.3 9.0 59.3 9.0 90.0 0.0 30.0 I 1.50 2.50 1.65 0.81 3.73 -3.91 0.78 -0.47 -0.46 1.02 3.93 -4.12 0.83 -0.47 -0.46 0.78 0.33 -0.26 0.83 1.27 -1.23 0.81 -0.48 -0.47 22.5 1.5

NESC 250C 120.0 36.9 120.0 36.9 90.0 0.0 60.0 I 1.00 1.00 1.00 0.54 2.81 -2.83 0.52 -0.86 -0.83 0.68 2.88 -2.90 0.55 -0.86 -0.83 0.52 0.60 -0.49 0.56 1.48 -1.38 0.54 -0.75 -0.75 36.9 1.0

NESC 250D 30.0 2.3 30.0 2.3 90.0 0.0 15.0 I 1.00 1.00 1.00 0.54 2.32 -2.50 0.52 -0.21 -0.17 0.68 2.44 -2.63 0.55 -0.21 -0.17 0.52 0.09 -0.09 0.56 0.64 -0.68 0.54 -0.24 -0.20 2.3 1.0

KUA EXTREME

WIND 131.1 44.0 131.1 44.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.54 3.04 -3.03 0.52 -1.00 -0.97 0.68 3.10 -3.09 0.55 -1.00 -0.97 0.52 0.71 -0.57 0.56 1.67 -1.53 0.54 -0.84 -0.86 44.0 1.0

STRINGING

DEADEND 39.5 4.0 39.5 4.0 90.0 0.0 60.0 I 1.50 1.00 1.00 2.06 1.79 -1.92 0.90 -0.19 -0.16 2.37 1.93 -2.07 0.95 -0.19 -0.16 0.83 0.10 -0.09 1.22 0.57 -0.59 0.92 -0.19 -0.17 4.0 1.5

DEFLECTION 0.0 0.0 0.0 0.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.54 1.76 -1.90 0.52 -0.17 -0.13 0.68 1.90 -2.06 0.55 -0.17 -0.13 0.52 0.06 -0.07 0.56 0.52 -0.56 0.54 -0.16 -0.12 0.0 1.0

POLE TIP VIEW

TRANSVERSE

AXIS (+)

AX

IS

LO

NG

IT

UD

IN

AL

θW

LOADING TREE

L

VPA2

T

V L

TPB

LSA1

VSA1

TSA1

VSB

LSB

TSB

PBPB

PA2

PA2

L

VDA

T

L

TDB

DBDB

DA

DA

L

VDA

T

DA

DA

V L

TDB

DBDB

L

VDA

T

DA

DA

V L

TDB

DBDB

L

VNA

T

V L

TNB

NBNB

NA

NA

L

VMA

T

MA

MA

L

VCA

T

V L

TCB

CBCB

CA

CA

L

VPA1

T

PA

PA

V L

TPB

PBPB

L

VPA1

T

PA1

PA1

V L

TPB

PBPB

L

VPA1

T

PA1

PA1

2xLSA2 2xVSA2

2xTSA2

L

VPA2

T

PA2

PA2

L

VPA2

T

PA2

PA2

L

VPA2

T

PA2

PA2

L

VPA2

T

PA2

PA2

L

VPA2

T

PA2

PA2

JA 07/16/2508/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

C

C

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text VAN METER TRANSMISSION LINE 69 kV

AutoCAD SHX Text

PROPOSED STR #1(43B) LOAD DEVELOPMENT

AutoCAD SHX Text NOTES: 1. STRUCTURE SHALL BE HOT DIP GALVANIZED. STRUCTURE SHALL BE HOT DIP GALVANIZED. 2. THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES, AND THE PROJECT SPECIFIC TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES FOR THE VAN METER TRANSMISSION LINE 69 KV PROJECT. 3. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. 4. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. 5. S, P, D, N, M, AND C ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS, 13.2 kV DISTRIBUTION, NEUTRAL, MULTIPLEX SERVICE WIRES, AND COMMUNICATIONS/JOINT S, P, D, N, M, AND C ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS, 13.2 kV DISTRIBUTION, NEUTRAL, MULTIPLEX SERVICE WIRES, AND COMMUNICATIONS/JOINT USE CABLES. 6. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. 7. W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 SHALL BE APPLIED TO ANY MEMBERS WITH LESS THAN 12 SIDES. 8. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION.9. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. 10. STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: A. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. B. ALL AHEAD SPANS ONLY INSTALLED. ALL AHEAD SPANS ONLY INSTALLED. C. ALL BACK SPANS ONLY INSTALLED. ALL BACK SPANS ONLY INSTALLED. D. ALL TAP SPANS ONLY INSTALLED ALL TAP SPANS ONLY INSTALLED E. ALL AHEAD AND BACK SPANS INSTALLED ALL AHEAD AND BACK SPANS INSTALLED F. ALL AHEAD AND TAP SPANS INSTALLED ALL AHEAD AND TAP SPANS INSTALLED G. ALL BACK AND TAP SPANS INSTALLED ALL BACK AND TAP SPANS INSTALLED 11. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. 12. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. 13. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. 14. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. 15. I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.

AutoCAD SHX Text

TOWARDS NEW STR #2

AutoCAD SHX Text

TOWARDS EXISTING STR #13A

AutoCAD SHX Text

TOWARDS EXISTING STR #43A

AutoCAD SHX Text TRANSMISSION LINE 69 kV

S7400

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD SUITE 300

- - AJS SK

JA 07/16/25

170688

X

ELEVATION VIEW

STRUCTURE TYPE

TR4-AGS-1033.5 KCMIL 55-7 ACSS, DRILLED PIER,

BRACED POST AND DEAD-END,

STRUCTURE 2

ASSET #47956

FABRICATION DETAIL POLE TIP VIEW

GROUND PAD LOCATIONS

08/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text

VAN METER TRANSMISSION LINE 69 KV

AutoCAD SHX Text S7400

AutoCAD SHX Text

PROPOSED STR 2 POLE CONFIGURATION

AutoCAD SHX Text

TRANSMISSION LINE 69 KV

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 10'-4"

AutoCAD SHX Text 8'-10"

AutoCAD SHX Text 8'-10"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 105'-0"

AutoCAD SHX Text TRANSVERSE FACE C (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text IN-LINE FACE D (LOOKING EAST DIRECTION) EAST DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

ONE (1) POLE CAP. (INSTALLED BY MANUFACTURER)

AutoCAD SHX Text

ONE (1) SHIELD WIRE ARM. ARM TO BE DESIGNED BY MANUFACTURER

AutoCAD SHX Text 1 (ONE) DEAD-END VANG MOUNTED AT WIRE ATTACHMENT LOCATION. SEE THE "DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

THREE (3) UNIVERSAL BRACKETS ON FACE C. SEE THE UNIVERSAL BRACKET DETAIL, SH. 13

AutoCAD SHX Text SIX (6) DOUBLE VANGS MOUNTED ON FACES "B" AND "D". SEE THE "DOUBLE DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text THREE (3) DOUBLE VANGS MOUNTED ON FACES "A" AND "C". SEE THE "DOUBLE DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

THREE (3) UNIVERSAL BRACKETS ON FACE C SEE THE UNIVERSAL BRACKET DETAIL, SH. 13

AutoCAD SHX Text

(SEE STEEL POLE ATTACHMENT DETAILS, SH. 13)

AutoCAD SHX Text TRANSVERSE FACE C (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

4'-0" - STRUCTURE ID / D

AutoCAD SHX Text

0'-0" - POLE TOP

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1'-0" - SHIELD ARM BRACKET / C

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1'-0" - SHIELD DE VANG / A-C

AutoCAD SHX Text

10'-4" - TRANS DE VANG / B-D

AutoCAD SHX Text

11'-4" - TRANS JMP BRACKET / C

AutoCAD SHX Text

10'-10" - TRANS DE VANG / B-D

AutoCAD SHX Text

19'-2" - TRANS DE VANG / B-D

AutoCAD SHX Text

20'-2" - TRANS JMP BRACKET / C

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19'-8" - TRANS DE VANG / B-D

AutoCAD SHX Text

28'-0" - TRANS DE VANG / B-D

AutoCAD SHX Text

29'-0" - TRANS JMP BRACKET / C

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28'-6" - TRANS DE VANG / B-D

AutoCAD SHX Text

36'-0" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

43'-10" - TRANS POST BRACKET / C

AutoCAD SHX Text

44'-10" - TRANS POST BRACE VANG / A-C

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52'-8" - TRANS POST BRACKET / C

AutoCAD SHX Text

53'-8" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

61'-6" - TRANS POST BRACKET / C

AutoCAD SHX Text

TOWARDS PROPOSED STR #3

AutoCAD SHX Text

TOWARDS PROPOSED STR#1(43B)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1 (ONE) DEAD-END VANG MOUNTED ON FACE "A". SEE THE "DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

GALVANIZED STEEL STRUCTURE

AutoCAD SHX Text

DIMENSIONS FROM POLE TIP

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text

DIMENSIONS FROM POLE BASE

AutoCAD SHX Text

FOR

AutoCAD SHX Text

FROM POLE TOP

AutoCAD SHX Text

FROM POLE BASE

AutoCAD SHX Text

FACE

AutoCAD SHX Text

SHIELD

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS AФФ

AutoCAD SHX Text 12'-7"

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

TRANS BФФ

AutoCAD SHX Text 21'-5"

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

TRANS CФФ

AutoCAD SHX Text 30'-3"

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

TRANS CФФ

AutoCAD SHX Text 45'-1"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS BФФ

AutoCAD SHX Text 53'-11"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS AФФ

AutoCAD SHX Text 62'-9"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

SHIELD ARM

AutoCAD SHX Text

BOTTOM OF ARM. 1'-3" FROM TIP

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text C

AutoCAD SHX Text NOTES: 1. SEE GROUNDING PAD DETAIL, SH. 13 SEE GROUNDING PAD DETAIL, SH. 13 2. V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP ANCHOR BOLT TEMPLATE 3. THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE MARKED TO INDICATE ALIGNMENT WITH THE V-NOTCH AT THE STRUCTURE BASE

AutoCAD SHX Text

V-NOTCH ON FACE C

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SEE STRUCTURE ID DETAIL, SH. 14.

AutoCAD SHX Text KUA STR TYPE TOTAL LENGTH (FT) EMBEDMENT LENGTH (FT) BENDING MOMENT (F-K) ##### VENDOR NAME YEAR OF MANUFACTURE

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD

- - JA AJS

170688

-A

X

STRUCTURE NUMBER: 2

STRUCTURE TYPE: DRILLED PIER DOUBLE CIRCUIT SINGLE SIDED TANGENT

- TOP CIRCUIT STRAIN

DNO-6551, 0.505 LB/FT, 0.645 IN DIA. (S) 1033.5 KCMIL 54/7 "CURLEW" ACSS, 1.33 LB/FT, 1.245 IN DIA. (PA) (PB) (P2)

TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): 18 TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): 18 18 18

WIND SPAN (FT): 550 WIND SPAN (FT): 300 300 550

WEIGHT SPAN (FT): 1,350 WEIGHT SPAN (FT): 300 700 550

RULING SPAN (FT): 500-600 RULING SPAN (FT): 350-450 500-600 400-500

LOAD CASES

WIND

(MPH)

WIND

(PSF)

STRUCTURE

WIND

(MPH)

STRUCTURE

WIND

(PSF)

Θ

ICE

(IN)

TEMP

(°F) I/C/L

VERTICAL

LOAD

FACTOR

WIND

LOAD

FACTOR

WIRE

LOAD

FACTOR

VS

(K)

TS

(K)

LS

(K)

VPA

(K)

TPA

(K)

LPA

(K)

VPB

(K)

TPB

(K)

LPB

(K)

VP2

(K)

TP2

(K)

LP2

(K)

W

(PSF) K

NESC 250B 59.3 9.0 59.3 9.0 90.0 0.0 30.0 I 1.50 2.50 1.65 1.74 3.35 0.00 1.47 1.93 -9.46 2.27 1.97 9.72 1.97 3.78 0.00 22.5 1.5

NESC 250C 120.0 36.9 120.0 36.9 90.0 0.0 60.0 I 1.00 1.00 1.00 1.16 3.16 0.00 0.98 2.31 -8.89 1.51 2.44 9.91 1.31 4.52 0.00 36.9 1.0

NESC 250D 30.0 2.3 30.0 2.3 90.0 0.0 15.0 I 1.00 1.00 1.00 1.16 1.71 0.00 0.98 0.79 -5.50 1.51 0.78 5.40 1.31 1.56 0.00 2.3 1.0

KUA EXTREME WIND 131.1 44.0 131.1 44.0 90.0 0.0 60.0 I 1.00 1.00 1.00 1.16 3.54 0.00 0.98 2.64 -9.76 1.51 2.80 10.94 1.31 5.17 0.00 44.0 1.0

STRINGING DEADEND 39.5 4.0 39.5 4.0 90.0 0.0 60.0 I 1.50 1.00 1.00 - - - 3.77 0.73 -4.61 4.67 0.75 4.80 - - - 4.0 1.5

DEFLECTION 0.0 0.0 0.0 0.0 90.0 0.0 60.0 I 1.00 1.00 1.00 1.16 1.34 0.00 0.98 0.58 -4.48 1.51 0.61 4.64 1.31 1.18 0.00 0.0 1.0

POLE TIP VIEW

TRANSVERSE

AXIS (+)

AX

IS

LO

NG

IT

UD

IN

AL

θW

LOADING TREE

L

VPA

T

V L

TPB

PBPB

PA

PA

L

VPA

T

V L

TPB

PBPB

PA

PA

L

VPA

T

V L

TPB

PBPB

PA

PA

JA 07/16/2508/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

VS

LS

TS

V L

TP2

P2P2

V L

TP2

P2P2

V L

TP2

P2P2

C

VS

LS

TS

C C

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text VAN METER TRANSMISSION LINE 69 kV

AutoCAD SHX Text

PROPOSED STR #2 LOAD DEVELOPMENT

AutoCAD SHX Text NOTES: 1. STRUCTURE SHALL BE HOT DIP GALVANIZED. STRUCTURE SHALL BE HOT DIP GALVANIZED. 2. THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES, AND THE PROJECT SPECIFIC TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES FOR THE VAN METER TRANSMISSION LINE 69 KV PROJECT. 3. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. 4. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. 5. S AND P ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS. S AND P ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS. 6. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. 7. W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 SHALL BE APPLIED TO ANY MEMBERS WITH LESS THAN 12 SIDES. 8. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION.9. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. 10. STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: A. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. 11. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. 12. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. 13. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. 14. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. 15. I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.

AutoCAD SHX Text

TOWARDS NEW STR #3

AutoCAD SHX Text

TOWARDS NEW STR #1(43B)

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text TRANSMISSION LINE 69 kV

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD SUITE 300

- - AJS AYO

JA 07/16/25

170688

X

STRUCTURE TYPE

TR4-AGS-1033.5 KCMIL 55-7 ACSS, DRILLED PIER,

BRACED POST, LIGHT ANGLE, DEAD-END SHIELD,

STRUCTURE 3

ASSET #47957

ELEVATION VIEW FABRICATION DETAIL

POLE TIP VIEW

GROUND PAD LOCATIONS

08/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text

VAN METER TRANSMISSION LINE 69 KV

AutoCAD SHX Text S7400

AutoCAD SHX Text

PROPOSED STR 3 POLE CONFIGURATION

AutoCAD SHX Text

TRANSMISSION LINE 69 KV

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 105'-0"'

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text TWO (2) DOUBLE VANGS MOUNTED ON FACES "B" AND "D". SEE THE "DOUBLE DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

ONE (1) POLE CAP. (INSTALLED BY MANUFACTURER)

AutoCAD SHX Text

ONE (1) SHIELD WIRE ARM ARM TO BE DESIGNED BY MANUFACTURER

AutoCAD SHX Text ONE (1) DEAD-END VANG MOUNTED AT WIRE ATTACHMENT LOCATION. SEE THE "DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

SIX (6) UNIVERSAL BRACKETS ON FACE C SEE THE UNIVERSAL BRACKET DETAIL, SH. 13

AutoCAD SHX Text SIX (6) DOUBLE VANGS MOUNTED ON FACES "A" AND "C". SEE THE "DOUBLE DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text TRANSVERSE FACE C (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text IN-LINE FACE D (LOOKING EAST DIRECTION) EAST DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

(SEE STEEL POLE ATTACHMENT DETAILS, SH. 13)

AutoCAD SHX Text

HOLE DIMENSIONS FROM POLE TIP

AutoCAD SHX Text TRANSVERSE FACE C (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

0'-0" - POLE TOP

AutoCAD SHX Text

1'-0" - SHIELD ARM BRACKET / C

AutoCAD SHX Text

1'-0" - SHIELD DE VANG / B-D

AutoCAD SHX Text

10'-4" - TRANS POST BRACKET / C

AutoCAD SHX Text

11'-4" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

19'-2" - TRANS POST BRACKET / C

AutoCAD SHX Text

20'-2" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

2'-6" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

28'-0" - TRANS POST BRACKET / C

AutoCAD SHX Text

46'-10" - TRANS POST BRACKET / C

AutoCAD SHX Text

47'-10" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

55'-8" - TRANS POST BRACKET / C

AutoCAD SHX Text

56'-8" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

39'-0" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

64'-6" - TRANS POST BRACKET / C

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

GALVANIZED STEEL STRUCTURE

AutoCAD SHX Text

4'-0" - STRUCTURE ID / D

AutoCAD SHX Text

1'-6" - SHIELD DE VANG / B-D

AutoCAD SHX Text

TOWARDS PROPOSED STR #4

AutoCAD SHX Text

TOWARDS PROPOSED STR#2

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text 0'-6"

AutoCAD SHX Text

FOR

AutoCAD SHX Text

FROM POLE TOP

AutoCAD SHX Text

FROM POLE BASE

AutoCAD SHX Text

FACE

AutoCAD SHX Text

SHIELD

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS AФФ

AutoCAD SHX Text 11'-7"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS BФФ

AutoCAD SHX Text 20'-5"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS CФФ

AutoCAD SHX Text 29'-3"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS CФФ

AutoCAD SHX Text 48'-1"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS BФФ

AutoCAD SHX Text 56'-11"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS AФФ

AutoCAD SHX Text 65'-9"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

SHIELD ARM

AutoCAD SHX Text

BOTTOM OF ARM. 1'-3" FROM TIP

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text

DIMENSIONS FROM POLE TIP

AutoCAD SHX Text

DIMENSIONS FROM POLE BASE

AutoCAD SHX Text NOTES: 1. SEE GROUNDING PAD DETAIL, SH. 13 SEE GROUNDING PAD DETAIL, SH. 13 2. V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP ANCHOR BOLT TEMPLATE 3. THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE MARKED TO INDICATE ALIGNMENT WITH THE V-NOTCH AT THE STRUCTURE BASE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SEE STRUCTURE ID DETAIL, SH. 14.

AutoCAD SHX Text KUA STR TYPE TOTAL LENGTH (FT) EMBEDMENT LENGTH (FT) BENDING MOMENT (F-K) ##### VENDOR NAME YEAR OF MANUFACTURE

AutoCAD SHX Text 4'-0"

V-NOTCH ON FACE C

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD

- - JA AJS

170688

-A

X

STRUCTURE NUMBER: 3

STRUCTURE TYPE: DRILLED PIER DOUBLE CIRCUIT SINGLE SIDED LIGHT

ANGLE - SHIELD WIRE STRAIN

DNO-6551, 0.505 LB/FT, 0.645 IN DIA. (SA) (SB) 1033.5 KCMIL 54/7 "CURLEW" ACSS, 1.33 LB/FT, 1.245 IN DIA. (P)

TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): 18 18 TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): 18

WIND SPAN (FT): 200 300 WIND SPAN (FT): 450

WEIGHT SPAN (FT): 350 300 WEIGHT SPAN (FT): 500

RULING SPAN (FT): 350-450 500-600 RULING SPAN (FT): 400-500

LOAD CASES

WIND

(MPH)

WIND

(PSF)

STRUCTURE

WIND

(MPH)

STRUCTURE

WIND

(PSF)

Θ

ICE

(IN)

TEMP

(°F) I/C/L

VERTICAL

LOAD

FACTOR

WIND

LOAD

FACTOR

WIRE

LOAD

FACTOR

VSA

(K)

TSA

(K)

LSA

(K)

VSB

(K)

TSB

(K)

LSB

(K)

VP

(K)

TP

(K)

LP

(K)

W

(PSF) K

NESC 250B 59.3 9.0 59.3 9.0 90.0 0.0 30.0 I 1.50 2.50 1.65 0.98 1.56 -10.12 0.94 1.70 10.28 1.87 3.55 0.00 22.5 1.5

NESC 250C 120.0 36.9 120.0 36.9 90.0 0.0 60.0 I 1.00 1.00 1.00 0.65 1.33 -7.15 0.63 1.63 7.93 1.24 4.14 0.00 36.9 1.0

NESC 250D 30.0 2.3 30.0 2.3 90.0 0.0 15.0 I 1.00 1.00 1.00 0.65 0.85 -6.34 0.63 0.86 6.31 1.24 1.53 0.00 2.3 1.0

KUA EXTREME WIND 131.1 44.0 131.1 44.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.65 1.47 -7.64 0.63 1.83 8.56 1.24 4.71 0.00 44.0 1.0

STRINGING DEADEND 39.5 4.0 39.5 4.0 90.0 0.0 60.0 I 1.50 1.00 1.00 3.56 0.72 -5.17 3.54 0.74 5.20 - - - 4.0 1.5

DEFLECTION 0.0 0.0 0.0 0.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.65 0.67 -5.13 0.63 0.67 5.14 1.24 1.18 0.00 0.0 1.0

POLE TIP VIEW

TRANSVERSE

AXIS (+)

AX

IS

LO

NG

IT

UD

IN

AL

θW

LOADING TREE

LSA

VSA

TSA

VSB

LSB

TSB

LSA

VSA

TSA

VSB

LSB

TSB

V L

TP

PP

V L

TP

PP

V L

TP

PP

V L

TP

PP

V L

TP

PP

V L

TP

PP

JA 07/16/2508/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

C

C

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text VAN METER TRANSMISSION LINE 69 kV

AutoCAD SHX Text

PROPOSED STR #3 LOAD DEVELOPMENT

AutoCAD SHX Text NOTES: 1. STRUCTURE SHALL BE HOT DIP GALVANIZED. STRUCTURE SHALL BE HOT DIP GALVANIZED. 2. THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES, AND THE PROJECT SPECIFIC TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES FOR THE VAN METER TRANSMISSION LINE 69 KV PROJECT. 3. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. 4. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. 5. S AND P ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS. S AND P ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS. 6. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. 7. W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 SHALL BE APPLIED TO ANY MEMBERS WITH LESS THAN 12 SIDES. 8. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION.9. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. 10. STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: A. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. 11. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. 12. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. 13. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. 14. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. 15. I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.

AutoCAD SHX Text

TOWARDS NEW STR #4

AutoCAD SHX Text

TOWARDS NEW STR #2

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text TRANSMISSION LINE 69 kV

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD SUITE 300

- - AJS AYO

JA 07/16/25

170688

-A

X

STRUCTURE TYPE

TR4-DE-1033.5 KCMIL 55-7 ACSS, DRILLED PIER,

BRACED POST, LIGHT ANGLE

STRUCTURES 4-6

ASSET #47958, 47959, 47960

ELEVATION VIEW FABRICATION DETAIL

POLE TIP VIEW

GROUND PAD LOCATIONS

08/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text

VAN METER TRANSMISSION LINE 69 KV

AutoCAD SHX Text S7400

AutoCAD SHX Text

PROPOSED STR 4-6 POLE CONFIGURATION

AutoCAD SHX Text

TRANSMISSION LINE 69 KV

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 105'-0"'

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 11'-0"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 7'-10"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text ONE (1) DEAD-END VANG MOUNTED ON FACE "A". SEE THE "DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

ONE (1) SHIELD WIRE ARM ARM TO BE DESIGNED BY MANUFACTURER

AutoCAD SHX Text ONE (1) DEAD-END VANG MOUNTED AT WIRE ATTACHMENT LOCATION. SEE THE "DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text

SIX (6) UNIVERSAL BRACKETS ON FACE C SEE THE UNIVERSAL BRACKET DETAIL, SH. 13

AutoCAD SHX Text SIX (6) DOUBLE VANGS MOUNTED ON FACES "A" AND "C". SEE THE "DOUBLE DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text TRANSVERSE FACE C (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text IN-LINE FACE D (LOOKING EAST DIRECTION) EAST DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

(SEE STEEL POLE ATTACHMENT DETAILS, SH. 13)

AutoCAD SHX Text TRANSVERSE FACE C (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

0'-0" - POLE TOP

AutoCAD SHX Text

1'-0" - SHIELD ARM BRACKET / C

AutoCAD SHX Text

1'-0" - SHIELD DE VANG / A-C

AutoCAD SHX Text

10'-4" - TRANS POST BRACKET / C

AutoCAD SHX Text

11'-4" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

19'-2" - TRANS POST BRACKET / C

AutoCAD SHX Text

20'-2" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

2'-6" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

28'-0" - TRANS POST BRACKET / C

AutoCAD SHX Text

46'-10" - TRANS POST BRACKET / C

AutoCAD SHX Text

47'-10" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

55'-8" - TRANS POST BRACKET / C

AutoCAD SHX Text

56'-8" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

39'-0" - TRANS POST BRACE VANG / A-C

AutoCAD SHX Text

64'-6" - TRANS POST BRACKET / C

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text

GALVANIZED STEEL STRUCTURE

AutoCAD SHX Text

6'-0" - STRUCTURE ID / D

AutoCAD SHX Text

ONE (1) POLE CAP. (INSTALLED BY MANUFACTURER)

AutoCAD SHX Text

1'-0" - GROUNDING PAD / D

AutoCAD SHX Text

FOR

AutoCAD SHX Text

FROM POLE TOP

AutoCAD SHX Text

FROM POLE BASE

AutoCAD SHX Text

FACE

AutoCAD SHX Text

SHIELD

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS AФФ

AutoCAD SHX Text 11'-7"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS BФФ

AutoCAD SHX Text 20'-5"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS CФФ

AutoCAD SHX Text 29'-3"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS CФФ

AutoCAD SHX Text 48'-1"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS BФФ

AutoCAD SHX Text 56'-11"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

TRANS AФФ

AutoCAD SHX Text 65'-9"

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

SHIELD ARM

AutoCAD SHX Text

BOTTOM OF ARM. 1'-3" FROM TIP

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text

DIMENSIONS FROM POLE TIP

AutoCAD SHX Text

DIMENSIONS FROM POLE BASE

AutoCAD SHX Text NOTES: 1. SEE GROUNDING PAD DETAIL, SH. 13 SEE GROUNDING PAD DETAIL, SH. 13 2. V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP ANCHOR BOLT TEMPLATE 3. THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE MARKED TO INDICATE ALIGNMENT WITH THE V-NOTCH AT THE STRUCTURE BASE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SEE STRUCTURE ID DETAIL, SH. 14.

AutoCAD SHX Text KUA STR TYPE TOTAL LENGTH (FT) EMBEDMENT LENGTH (FT) BENDING MOMENT (F-K) ##### VENDOR NAME YEAR OF MANUFACTURE

AutoCAD SHX Text 4'-0"

V-NOTCH ON FACE C

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD

- - JA AJS

170688

-A

X

STRUCTURE NUMBER: 4-6

STRUCTURE TYPE: DRILLED PIER DOUBLE CIRCUIT SINGLE SIDED LIGHT

ANGLE

DNO-6551, 0.505 LB/FT, 0.645 IN DIA. (S) 1033.5 KCMIL 54/7 "CURLEW" ACSS, 1.33 LB/FT, 1.245 IN DIA. (P)

TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): 18 TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): 18

WIND SPAN (FT): 450 WIND SPAN (FT): 450

WEIGHT SPAN (FT): 900 WEIGHT SPAN (FT): 900

RULING SPAN (FT): 350-450 RULING SPAN (FT): 400-500

LOAD CASES

WIND

(MPH)

WIND

(PSF)

STRUCTURE

WIND

(MPH)

STRUCTURE

WIND

(PSF)

Θ

ICE

(IN)

TEMP

(°F) I/C/L

VERTICAL

LOAD

FACTOR

WIND

LOAD

FACTOR

WIRE

LOAD

FACTOR

VS

(K)

TS

(K)

LS

(K)

VP

(K)

TP

(K)

LP

(K)

W

(PSF) K

NESC 250B 59.3 9.0 59.3 9.0 90.0 0.0 30.0 I 1.50 2.50 1.65 1.39 3.19 0.00 2.66 3.55 0.00 22.5 1.5

NESC 250C 120.0 36.9 120.0 36.9 90.0 0.0 60.0 I 1.00 1.00 1.00 0.93 2.76 0.00 1.78 4.14 0.00 36.9 1.0

NESC 250D 30.0 2.3 30.0 2.3 90.0 0.0 15.0 I 1.00 1.00 1.00 0.93 1.71 0.00 1.78 1.53 0.00 2.3 1.0

KUA EXTREME WIND 131.1 44.0 131.1 44.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.93 3.06 0.00 1.78 4.71 0.00 44.0 1.0

DEFLECTION 0.0 0.0 0.0 0.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.93 1.34 0.00 1.78 1.18 0.00 0.0 1.0

POLE TIP VIEW

TRANSVERSE

AXIS (+)

AX

IS

LO

NG

IT

UD

IN

AL

θ W

LOADING TREE

VS

LS

TS

VS

LS

TS

V L

TP

PP

V L

TP

PP

V L

TP

PP

V L

TP

PP

V L

TP

PP

V L

TP

PP

JA 07/16/2508/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

C

C

C

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text VAN METER TRANSMISSION LINE 69 kV

AutoCAD SHX Text

PROPOSED STR #4-6 LOAD DEVELOPMENT

AutoCAD SHX Text NOTES: 1. STRUCTURE SHALL BE HOT DIP GALVANIZED. STRUCTURE SHALL BE HOT DIP GALVANIZED. 2. THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES, AND THE PROJECT SPECIFIC TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES FOR THE VAN METER TRANSMISSION LINE 69 KV PROJECT. 3. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. 4. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. 5. S AND P ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS. S AND P ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS. 6. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. A AND B ARE RESPECTIVELY, THE AHEAD SPAN AND BACK SPAN. 7. W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 W IS THE WIND LOAD APPLIED TO THE STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0 SHALL BE APPLIED TO MEMBERS WITH 12 OR MORE SIDES. A SHAPE FACTOR OF 1.4 SHALL BE APPLIED TO ANY MEMBERS WITH LESS THAN 12 SIDES. 8. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION. THETA ( ) IS THE ANGLE IN DEGREES BETWEEN THE LONGITUDINAL AXIS OF THE STRUCTURE AND THE WIND DIRECTION.9. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. THE DEAD LOAD OF THE STRUCTURE SHALL BE MULTIPLIED BY K. 10. STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: STRUCTURES SHALL BE DESIGNED FOR THE FOLLOWING LOADING CONDITIONS: A. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. ALL CONDUCTORS AND SHIELD WIRES INSTALLED. 11. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. STRUCTURE SHALL BE DESIGNED FOR A MAXIMUM FOUNDATION ROTATION OF 1 DEGREE. 12. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. VANGS SHALL BE DESIGNED TO WITHSTAND THE RESULTANT LOAD 5 DEGREES EITHER SIDE OF THE INDICATED LINE ANGLE RANGE. 13. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. LIMIT POLE TOP DEFLECTION TO 1% OF THE STRUCTURES ABOVE GROUND HEIGHT AT DEFLECTION LOAD CASE. 14. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. LIMIT POLE TOP DEFLECTION TO 7% OF THE STRUCTURES ABOVE GROUND HEIGHT AT NESC 250B, 250C, 250D, AND KUA EXTREME WIND LOAD CASES. 15. I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.I, C, AND L ARE, RESPECTIVELY, INITIAL, CREEP, AND LOAD WIRE CONDITIONS.

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text TRANSMISSION LINE 69 kV

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD SUITE 300

- - AJS AYO

JA 07/16/25

170688

-A

X

STRUCTURE TYPE

TR4-DE-1033.5 KCMIL 55-7 ACSS, DRILLED PIER, DEADEND

STRUCTURE 7

ASSET #47961

ELEVATION VIEW FABRICATION DETAIL POLE TIP VIEW

GROUND PAD LOCATIONS

08/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text

VAN METER

AutoCAD SHX Text

VAN METER TRANSMISSION LINE 69 KV

AutoCAD SHX Text S7400

AutoCAD SHX Text

PROPOSED STR 7 POLE CONFIGURATION

AutoCAD SHX Text

TRANSMISSION LINE 69 KV

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 45'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text SIX (6) DOUBLE VANGS MOUNTED ON FACES "A-D" AND "C-F". SEE THE "DOUBLE DEAD-END VANG" DETAIL, SH. 13

AutoCAD SHX Text TRANSVERSE FACE E (LOOKING NORTHEAST DIRECTION) NORTHEAST DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text LONGITUDINAL FACE (LOOKING SOUTHEAST DIRECTION) SOUTHEAST DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

0'-0" - POLE TOP

AutoCAD SHX Text

1'-0" - TRANS DE VANG / C-F

AutoCAD SHX Text

8'-0" - TRANS DE VANG / C-F

AutoCAD SHX Text

1'-6" - TRANS DE VANG / A-D

AutoCAD SHX Text

8'-6" - TRANS DE VANG / A-D

AutoCAD SHX Text

15'-0" - TRANS DE VANG / C-F

AutoCAD SHX Text

15'-6" - TRANS DE VANG / A-D

AutoCAD SHX Text

TOWARDS PROPOSED STR #6

AutoCAD SHX Text

TOWARDS PLC SUB

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text

ONE (1) POLE CAP. (INSTALLED BY MANUFACTURER)

AutoCAD SHX Text

HOLE DIMENSIONS FROM POLE TIP

AutoCAD SHX Text

4'-0" - STRUCTURE ID / F

AutoCAD SHX Text

HOLE DIMENSIONS FROM POLE BASE

AutoCAD SHX Text TRANSVERSE FACE E (LOOKING NORTHEAST DIRECTION) NORTHEAST DIRECTION) DIRECTION) (NOT TO SCALE)

AutoCAD SHX Text

GALVANIZED STEEL STRUCTURE

AutoCAD SHX Text

(SEE STEEL POLE ATTACHMENT DETAILS, SH. 13)

AutoCAD SHX Text

FOR

AutoCAD SHX Text

FROM POLE TOP

AutoCAD SHX Text

FROM POLE BASE

AutoCAD SHX Text

FACE

AutoCAD SHX Text

TRANS CФФ

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TRANS BФФ

AutoCAD SHX Text 9'-9"

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TRANS AФФ

AutoCAD SHX Text 16'-9"

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

GROUND ROD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

DIMENSIONS FROM POLE TIP

AutoCAD SHX Text

DIMENSIONS FROM POLE BASE

AutoCAD SHX Text NOTES: 1. SEE GROUNDING PAD DETAIL, SH. 13 SEE GROUNDING PAD DETAIL, SH. 13 2. V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP V-NOTCH SHALL BE ADDED TO TRANSVERSE AXIS ON TOP ANCHOR BOLT TEMPLATE 3. THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE THE TOP OF EACH SECTION SHALL BE SCRIBED OR OTHERWISE MARKED TO INDICATE ALIGNMENT WITH THE V-NOTCH AT THE STRUCTURE BASE

AutoCAD SHX Text

V-NOTCH ON FACE E

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SEE STRUCTURE ID DETAIL, SH. 14. (FACE F, ROTATED FOR DISPLAY)

AutoCAD SHX Text KUA STR TYPE TOTAL LENGTH (FT) EMBEDMENT LENGTH (FT) BENDING MOMENT (F-K) ##### VENDOR NAME YEAR OF MANUFACTURE

DESCRIPTION OF REVISIONSNO DATE NOCHKDWNENG APP DATE DESCRIPTION OF REVISIONS ENGDWN CHK APP

DRAWING STATUS - PROJECT:

RELEASED FOR CONSTRUCTION

NOT TO BE USED FOR CONSTRUCTION DATE APP ORLANDO, FLORIDA

KISSIMMEE UTILITY AUTHORITY

SHEETSIZE

DATE

DRAWN

CAD NO.

ENGINEER

CHECKED DRAWING NUMBERMAITLAND, FL 32751

495 N KELLER RD

- - JA AJS

170688

-A

X

STRUCTURE NUMBER: 7

STRUCTURE TYPE: DRILLED PIER DEADEND

1033.5 KCMIL 54/7 "CURLEW" ACSS, 1.33 LB/FT, 1.245 IN DIA. (PA) (PB)

TENSION CONTROL T/I/W 30/0/9.0, INITIAL (LBS.): 3000 -

TENSION CONTROL T/I/W 30/0/0, INITIAL (%RBS): - 18

WIND SPAN (FT): 50 250

WEIGHT SPAN (FT): 250 150

RULING SPAN (FT): 50-100 400-500

LOAD CASES

WIND

(MPH)

WIND

(PSF)

STRUCTURE

WIND

(MPH)

STRUCTURE

WIND

(PSF)

Θ

ICE

(IN)

TEMP

(°F) I/C/L

VERTICAL

LOAD

FACTOR

WIND

LOAD

FACTOR

WIRE

LOAD

FACTOR

VPA

(K)

TPA

(K)

LPA

(K)

VPB

(K)

TPB

(K)

LPB

(K)

W

(PSF) K

NESC 250B 59.3 9.0 59.3 9.0 90.0 0.0 30.0 I 1.50 2.50 1.65 1.17 1.42 -1.35 1.17 8.16 7.83 22.5 1.5

NESC 250C 120.0 36.9 120.0 36.9 90.0 0.0 60.0 I 1.00 1.00 1.00 0.78 1.80 -1.66 0.78 8.30 7.58 36.9 1.0

NESC 250D 30.0 2.3 30.0 2.3 90.0 0.0 15.0 I 1.00 1.00 1.00 0.78 0.93 -0.95 0.78 4.39 4.48 2.3 1.0

KUA EXTREME WIND 131.1 44.0 131.1 44.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.78 2.09 -1.92 0.78 9.22 8.34 44.0 1.0

STRINGING DEADEND 39.5 4.0 39.5 4.0 90.0 0.0 60.0 I 1.50 1.00 1.00 1.54 0.61 -0.61 3.51 3.82 3.84 4.0 1.5

DEFLECTION 0.0 0.0 0.0 0.0 90.0 0.0 60.0 I 1.00 1.00 1.00 0.78 0.56 -0.58 0.78 3.60 3.72 0.0 1.0

POLE TIP VIEW

TRANSVERSE

AXIS (+)

AX

IS

LO

NG

IT

UD

IN

AL

LOADING TREE

L

VPA

T

V L

TPB

PBPB

PA

PA

θ

W

L

VPA

T

V L

TPB

PBPB

PA

PA

L

VPA

T

V L

TPB

PBPB

PA

PA

JA 07/16/2508/01/25 ISSUED FOR REVIEW SK AJS JAA

08/27/25 ISSUED FOR BID SK AJS JAB

10/01/25 LOAD TREE & TABLE REVISION SK AJS JAC

C

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text BURNS & McDONNELL

AutoCAD SHX Text VAN METER TRANSMISSION LINE 69 kV

AutoCAD SHX Text

PROPOSED STR #4-6 LOAD DEVELOPMENT

AutoCAD SHX Text NOTES: 1. STRUCTURE SHALL BE HOT DIP GALVANIZED. STRUCTURE SHALL BE HOT DIP GALVANIZED. 2. THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION THE FABRICATION SHALL COMPLY WITH ALL DESIGN REQUIREMENTS OUTLINED WITHIN THE KUA GENERAL TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES, AND THE PROJECT SPECIFIC TECHNICAL SPECIFICATIONS FOR THE PURCHASE OF STEEL TRANSMISSION POLES FOR THE VAN METER TRANSMISSION LINE 69 KV PROJECT. 3. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. LOADS ARE ULTIMATE LOADS AND INCLUDE ALL LOAD FACTORS. 4. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. V, T, AND L ARE, RESPECTIVELY, THE VERTICAL, TRANSVERSE, AND LONGITUDINAL LOADS APPLIED IN KIPS. 5. S AND P ARE, RESPECTIVELY, THE OPGW, 69kV PHASE ATTACHMENTS.

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