KUA_040123Steel_PackageREV108.04.2026.pdf
PDF 3 MB Posted
- Solicitation number
- IFB 26-042-JG
- Issued by
- Florida
About this file
This file comprises technical assembly drawings and specifications for tubular steel transmission poles for the Kissimmee Utility Authority's Marydia to Hansel 69kV Storm Hardening Project in Florida. The solicitation (IFB 26-042-JG) requests eight transmission structures: Structure 264 (H9 class, 100 feet height with 23-foot embedment), Structures 21360 and 21361 (H11 class, 105-110 feet height with 23-24 foot embedment), Structures 9199 and 9287 (Custom class, 80 feet height), and Structures 9194 and 9195 (Custom class, 100-105 feet height with 24-27 foot embedment). All structures are designed for 69kV transmission line applications with various tangent and deadend configurations, including poles, insulator assemblies, grounding systems, cathodic protection, and identification plates. Bids are due August 11, 2026, with delivery required by July 1, 2027. Bidders unable to meet the delivery deadline must state required lead time in weeks.
Pricing must be submitted on a fixed-price basis with freight charges listed separately and excluded from unit prices. Bidders must specify whether freight pricing is firm or estimated and confirm FOB Destination compliance. All pricing submissions must include company name, contact information, phone number, email address, authorized signature, transmission structure manufacturer information, plant location, and shipment method. The solicitation was posted July 9, 2026, and KUA reserves the right to modify quantities during contract performance based on service protocols and engineering determinations. Incomplete submissions may be invalidated. No estimated contract value, evaluation criteria, incumbent contractor information, or pre-bid meeting details are specified in the available solicitation materials.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| IFB_26042JG_Notice_of_Cancellation.pdf | ||
| IFB_26042JG_Bid_Opening_Tabulation.pdf | ||
| IFB_26042JG_Addendum__2.pdf | ||
| IFB_26042JG_Addendum__1.pdf | ||
| IFB_26042JG_Exhibit_A__Pricing_Sheet.xlsx | XLSX spreadsheet | |
| IFB_26042JG_Solicitation_Document.pdf |
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Text version
A A 6"
'H
SE
E
TA
BL
E)
7' -6
5'
-0
6' -0
-1
2' -1
0" 3'
-8
5' -5
"D
" S
EE
TA
BL
E
B B
GROUND LINE
1'-0" TYP.
10" TYP.
1' -0
4'
-0
8" 2'
-1 1"
CC
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
SCALE
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
STEEL POLE
STRUCTURE INFORMATION
STRUCTURE
NUMBER CLASS
STRUCTURE
HEIGHT 'H'
(FT.)
EMBEDMENT
DEPTH 'D'
(FT.)
264 H9 100' 23
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
STRUCTURE 264 ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
01/16/2026
04-0123 AS7501
ASSEMBLY INFORMATION
Assembly Number
Quantity Assembly Name
1 1 Pole
2 1 OPGW Suspension Assembly
3 3 69kV Suspension Insulator Assembly
4 3 Distribution Suspension Insulator Assembly
5 1 Ground Sleeve
6 1 Identification Plate
7 1 Cathodic Protection
SEE SECTION 5 FOR
FOUNDATION DETAILS
SECTION B-B
TRANSMISSION
TANGENT ASSEMBLY
SECTION B1-B1
TRANSMISSION
TANGENT ASSEMBLY
A1
SECTION A1-A1
POLE CAP & OPGW
TANGENT ASSEMBLY
HOLE SCHEDULE AND GROUND WIRE DATA
Distance From Top Size or Type Flats Function
0'-6" 7/8" Dia. Hole FLAT 4 Shield Wire 2'-0" Grounding Pad FLAT 1 2 Hole Pad 7'-6" 7/8" Dia. Hole FLAT 4 Insulator Base, Transmission8'-6" 7/8" Dia. Hole FLAT 4 13'-6" 7/8" Dia. Hole FLAT 10 Insulator Base, Transmission14'-6" 7/8" Dia. Hole FLAT 10 19'-6" 7/8" Dia. Hole FLAT 4 Insulator Base, Transmission20'-6" 7/8" Dia. Hole FLAT 4 29'-7" 3/4" Dia. Hole FLAT 10 Insulator Brkt, Distribution30'-5" 3/4" Dia. Hole FLAT 10 30'-9" 3/4" Dia. Hole FLAT 10 TAN, Distribution 33'-3" 3/4" Dia. Hole FLAT 10 Insulator Brkt, Distribution34'-1" 3/4" Dia. Hole FLAT 10 34'-5" 3/4" Dia. Hole FLAT 10 TAN, Distribution 36'-11" 3/4" Dia. Hole FLAT 10 Insulator Brkt, Distribution37'-9" 3/4" Dia. Hole FLAT 10 38'-1" 3/4" Dia. Hole FLAT 10 TAN, Distribution 38'-9" 3/4" Dia. Hole FLAT 1 CO/LA
BRACKET39'-5" 3/4" Dia. Hole FLAT 1 42'-4" 3/4" Dia. Hole FLAT 4 Neutral/Xfmr
42'-10" Grounding Pad FLAT 1 2 Hole Pad 43'-4" 3/4" Dia. Hole FLAT 1 DE/ Xfmr 44'-4" 3/4" Dia. Hole FLAT 4 ADSS/ Alt N
48'-10" Grounding Sleeve FLAT 1 2 Hole Pad
B1 B1
FLAT 1
A 01/16/2026 ISSUE FOR 90% REVIEW
10 4
7 4 10
PLAN VIEW
FOR STRUCTURE
*DESIGN FOR FUTURE
DISTRIBUTION
*DESIGN FOR FUTURE
DISTRIBUTION
*DESIGN FOR FUTURE
DISTRIBUTION
N.T.S.
*COMMUNICATION SHALL BE BANDED IF
NEEDED AND HAS BEEN ACCOUNTED
FOR IN POLE DESIGN
C1 C14 10
SECTION C-C
DISTRIBUTION
TANGENT ASSEMBLY
A1
SECTION A-A
POLE CAP & OPGW
TANGENT ASSEMBLY
SECTION C1-C1
DISTRIBUTION
TANGENT ASSEMBLY
STREETLIGHT
DETAIL F
STRUCTURE ID
DETAIL
4-7/8"
3/
4"
KUA
STR TYPE
TOTAL LENGTH (FT)
EMBEDMENT LENGTH (FT)
BENDING MOMENT (F-K)
VENDOR NAME
YEAR OF MANUFACTURE
SE
E
ST
R
U C
TU
R
E D
R
AW
IN
G
F O
R
LO
C
AT
IO
N
C L
SPARE SPACE
FOR FIELD
STAMPING (STR.
NUMBER)
STENCIL MARK
WITH LETTER
1/2" HEIGHT
1/8"
STRUCTURE ID
SEE DETAIL "F"
0 02/19/2026 ISSUED FOR BID
1 08/04/2026 ISSUED FOR BID
02/19/2026
GROUND LINE
A A
'H
SE
E
TA
BL
E)
'D ' S
EE
TA
BL
E
B B
7' -6
6'
-0
'-1
2'
-1 0"
3' -8
5'
-5
1'-0" TYP.
10" TYP.
6"
5' -0
1' -0
4'
-0
8" 2'
-1 1"
C C
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
SCALE
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
STEEL POLE
STRUCTURE INFORMATION
Structure Number Class
Structure Height 'H'
(FT.)
Embedment Depth 'D'
(FT.)
21360 H11 105' 24
21361 H11 110' 23
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
TANGENT ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
01/16/2026
04-0123 AS7502
ASSEMBLY INFORMATION
Assembly Number
Quantity Assembly Name
1 1 Pole
2 1 OPGW Suspension Assembly
3 3 69kV Suspension Insulator Assembly
4 3 Distribution Suspension Insulator Assembly
5 1 Steel Pole Grounding Assembly
6 1 Identification Plate
7 1 Cathodic Protection
SEE SECTION 5 FOR
FOUNDATION DETAILS
SECTION B1-B1
TRANSMISSION
TANGENT ASSEMBLY
SECTION C1-C1
DISTRIBUTION
TANGENT ASSEMBLY
SECTION A1-A1
POLE CAP & OPGW
TANGENT ASSEMBLY
HOLE SCHEDULE AND GROUND WIRE DATA
Distance From Top Size or Type Flats Function
0'-6" 7/8" Dia. Hole FLAT 4 Shield Wire 2'-0" Grounding Pad FLAT 1 2 Hole Pad 7'-6" 7/8" Dia. Hole FLAT 4 Insulator Base, Transmission8'-6" 7/8" Dia. Hole FLAT 4 13'-6" 7/8" Dia. Hole FLAT 10 Insulator Base, Transmission14'-6" 7/8" Dia. Hole FLAT 10 19'-6" 7/8" Dia. Hole FLAT 4 Insulator Base, Transmission20'-6" 7/8" Dia. Hole FLAT 4 29'-7" 3/4" Dia. Hole FLAT 10 Insulator Brkt, Distribution30'-5" 3/4" Dia. Hole FLAT 10 30'-9" 3/4" Dia. Hole FLAT 10 TAN, Distribution 33'-3" 3/4" Dia. Hole FLAT 10 Insulator Brkt, Distribution34'-1" 3/4" Dia. Hole FLAT 10 34'-5" 3/4" Dia. Hole FLAT 10 TAN, Distribution 36'-11" 3/4" Dia. Hole FLAT 10 Insulator Brkt, Distribution37'-9" 3/4" Dia. Hole FLAT 10 38'-1" 3/4" Dia. Hole FLAT 10 TAN, Distribution 38'-9" 3/4" Dia. Hole FLAT 1 CO/LA
BRACKET39'-5" 3/4" Dia. Hole FLAT 1 42'-4" 3/4" Dia. Hole FLAT 4 Neutral/Xfmr
42'-10" Grounding Pad FLAT 1 2 Hole Pad 43'-4" 3/4" Dia. Hole FLAT 1 DE/ Xfmr 44'-4" 3/4" Dia. Hole FLAT 4 ADSS/ Alt N
48'-10" Grounding Sleeve FLAT 1 2 Hole Pad
SECTION A-A
POLE CAP & OPGW
TANGENT ASSEMBLY
A1 A1
SECTION B-B
TRANSMISSION
TANGENT ASSEMBLY
B1 B110 4
A 01/16/2026 ISSUE FOR 90% REVIEW
4 10
PLAN VIEW
FOR STRUCTURES
21360 & 21361
FLAT 1
*DESIGN FOR FUTURE
DISTRIBUTION
*DESIGN FOR FUTURE
DISTRIBUTION
*DESIGN FOR FUTURE
DISTRIBUTION
N.T.S.
*COMMUNICATION SHALL BE BANDED IF
NEEDED AND HAS BEEN ACCOUNTED
FOR IN POLE DESIGN
NOTES:
1. CONSTRUCTION SHALL BE RESPONSIBLE FOR ANY SIDEWALK
DAMAGE NEAR POLE 21360
C1 C110 4
SECTION C-C
DISTRIBUTION
TANGENT ASSEMBLY
STREETLIGHT
STRUCTURE ID
SEE DETAIL "F"
DETAIL F
STRUCTURE ID
DETAIL
4-7/8"
3/
4"
KUA
STR TYPE
TOTAL LENGTH (FT)
EMBEDMENT LENGTH (FT)
BENDING MOMENT (F-K)
VENDOR NAME
YEAR OF MANUFACTURE
SE
E
ST
R
U C
TU
R
E D
R
AW
IN
G
F O
R
LO
C
AT
IO
N
C L
SPARE SPACE
FOR FIELD
STAMPING (STR.
NUMBER)
STENCIL MARK
WITH LETTER
1/2" HEIGHT
1/8"
0 02/19/2026 ISSUED FOR BID
1 08/04/2026 ISSUED FOR BID
02/19/2026
9"
'H
SE
E
TA
BL
E)
9' -0
6'
-0
6' -0
'-2
3' -8
3'
-8
6' -0
1' -0
"B B
6' -0
2'-0"
2'-0"
A A
C C
4' -6
TY
P
1' -0
1'
-0
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
SCALE
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
STEEL POLE
STRUCTURE INFORMATION
Structure Number Class
Structure Height 'H'
(FT.)
9199 Custom 80' 9287 Custom 80'
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
DEADEND ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
02/19/2026
04-0123 1S7403
6"
2' -0
"GROUNDING PAD
SEE DETAIL "D"
SECTION A-A
POLE CAP & OPGW
DE ASSEMBLY
DETAIL "D"
2-HOLE
GROUNDING PAD
2" 1" 1"
1/
8"
3/ 4"
1/
8"
B1
SECTION B-B
TRANSMISSION
DE ASSEMBLY
B1
SECTION B1-B1
JUMPER POST
INSULATOR
SECTION C1-C1
DISTRIBUTION
DE ASSEMBLY
ASSEMBLY INFORMATION
Assembly Number
Quantity Assembly Name
1 1 Pole
2 2 OPGW Dead-end Assembly
3 12 69kV Dead-end Insulator Assembly
4 3 69kV Post Insulator Assembly
5 12 Davit Arm Dead-end Insulator Assembly
6 1 Anchor Bolt Assembly
7 2 Grounding Pad
8 1 Identification Plate
SEE SECTION 5 FOR
FOUNDATION DETAILS
INSULATOR BRACKET
SEE DETAIL "E"
DETAIL E
POST INSULATOR
MOUNTING
BRACKET
NOTE:
1. FLAT 1 & FLAT 10 WILL BE IDENTIFIED BY VENDOR
POST INSULATOR
MOUNTING BRACKET
SEE DETAIL "E"
FLAT 1
4 10
PLAN VIEW
FOR STRUCTURE
4 10
PLAN VIEW
FOR STRUCTURE
*DESIGN FOR FUTURE
DISTRIBUTION
N.T.S.
DISTIBUTION DE ASSEMBLY
SEE DETAIL "C"
0 02/19/2026 ISSUED FOR BID
SECTION C-C
DISTRIBUTION
DE ASSEMBLY
C1 C1
4' 4'
GROUNDING PAD
SEE DETAIL "D"
COMMUNICATION
COMMUNICATION
COMMUNICATION
DETAIL F
STRUCTURE ID
DETAIL
STRUCTURE ID
SEE DETAIL "F"
4-7/8"
3/
4"
KUA
STR TYPE
TOTAL LENGTH (FT)
EMBEDMENT LENGTH (FT)
BENDING MOMENT (F-K)
VENDOR NAME
YEAR OF MANUFACTURE
SE
E
ST
R
U C
TU
R
E D
R
AW
IN
G
F O
R
LO
C
AT
IO
N
C L
SPARE SPACE
FOR FIELD
STAMPING (STR.
NUMBER)
STENCIL MARK
WITH LETTER
1/2" HEIGHT
1/8"
1 08/04/2026 ISSUED FOR BID
1"
1" 9" 1"
1"
23/25"
HOLES
TYP.
STEEL POLE
INSULATOR
BASE
6"
9"
'H
SE
E
TA
BL
E)
9' -0
6'
-0
6' -0
'-2
3' -8
3'
-8
6' -0
1' -0
"B B
6' -0
2'-0"
2'-0"
A A
C C
4' -6
TY
P
1' -0
1'
-0
NOTES:
1. CUSTOM STEEL DAVIT ARMS ARE TO BE DESIGNED AND SUPPLIED BY VENDOR.
2. ALL DISTRIBUTION ARMS ARE TO BE DESIGNED WITH ALL VANGS.
SECTION A-A
STRUCTURE 9287
POLE CAP & OPGW DETAIL
SECTION B-B
STRUCTURE 9287
69KV CONDUCTOR
SECTION C-C
STRUCTURE 9287
12KV DISTRIBUTION ARM
AHEAD SPAN
(+) TR
AN
SVER
SE
AXIS
0°
(+) LONGITUDINAL
AXIS
34.53°
.74
72.74
SECTION A-A
STRUCTURE 9199
POLE CAP & OPGW DETAIL
AHEAD SPAN
(+) TR
AN
SVER
SE
AXIS
0°
(+) LONGITUDINAL
AXIS
34.53°
.74
72.74°
(+) TR
AN
SVER
SE
AXIS
(+) LONGITUDINAL
AXIS
STRUCTURE 9199
12KV DISTRIBUTION ARM
BACK SPAN
BACK SPAN
(+) TR
AN
SVER
SE
AXIS
SECTION B-B
STRUCTURE 9199
69KV CONDUCTOR
SECTION C-C
0°
AHEAD SPAN
34.53°
.74
72.74°
BACK SPAN
AHEAD SPAN
34.53°
.74
72.74°
BACK SPAN
(+) LONGITUDINAL
AXIS
(+) TRANSVERSE
AXIS
62.3°
.8
5°
58.85°
0°
AHEAD SPAN
BACK SPAN
(+) LONGITUDINAL
AXIS
(+) TRANSVERSE
AXIS
62.3°
.8
5°
58.85°
0°
AHEAD SPAN
BACK SPAN
(+) TRANSVERSE
AXIS
0°
AHEAD SPAN
BACK SPAN
62.3°
.8
5°
58.85°
AHEAD SPAN
62.3°
.8
5°
58.85°
(+) LONGITUDINAL
AXIS
BACK SPAN
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
AREA
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
STEEL POLE
STRUCTURE INFORMATION
Structure Number Class
Structure Height 'H'
(FT.)
9199 Custom 80' 9287 Custom 80'
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
DEADEND ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
02/19/2026
04-0123 1
S7504
ASSEMBLY INFORMATION
Assembly Number
Quantity Assembly Name
1 1 Pole
2 2 OPGW Dead-end Assembly
3 12 69kV Dead-end Insulator Assembly
4 3 69kV Post Insulator Assembly
5 12 Distribution Dead-end Insulator Assembly
6 1 Anchor Bolt Assembly
7 2 Grounding Pad
8 1 Identification Plate
6"
2' -0
GROUNDING PAD
SEE DETAIL "D"
SEE SECTION 5 FOR
FOUNDATION DETAILS
COMMUNICATION
COMMUNICATION
COMMUNICATION
1 08/04/2026 ISSUED FOR BID
0 02/19/2026 ISSUED FOR BID
STRUCTURE 9199 LOADS
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
AREA
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
DEADEND ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
02/19/2026
04-0123 1S7505
0 02/19/2026 ISSUED FOR BID
LOAD DIAGRAM
VERT. (+)
TRANS. (+)
LO
NG. (+
1 08/04/2026 ISSUED FOR BID
NA, NB
C1A, C1B C2A, C2B C3A, C3B
D2A, D2BD1A, D1B
PA, PB
PA, PB
PA, PB
SA, SB
NOTE:
1. WTRANS IS THE WIND LOAD APPLIED TO THE
STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0
SHALL BE APPLIED.
2. THE DEAD LOAD OF THE STRUCTURE SHALL BE
MULTIPLIED BY K.
3. LIMIT POLE DEFLECTION TO 1% OF STRUCTURE
HEIGHT AT DEFLECTION LOAD CASE. LIMIT POLE
DEFLECTION TO 7% FOR ALL OTHER LOAD CASES.
4. CAMBERING IS NOT A PERMITTED METHOD TO
MEET THE ABOVE STATED DEFLECTION CRITERIA.
5. NO STRUCTURAL MEMBER SHALL BE DESIGNED
TO MORE THAN 90% CAPACITY BASED ON THE
DESIGN LOADS PROVIDED.
OUT OF PAGE
1.5
1.5
1.5 1.5
STRUCTURE 9287 LOADS
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
AREA
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
DEADEND ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
02/19/2026
04-0123 1
0 02/19/2026 ISSUED FOR BID
S7506
LOAD DIAGRAM
1 08/04/2026 ISSUED FOR BID
VERT. (+)
TRANS. (+)
NA, NB
C1A, C1B C2A, C2B C3A, C3B
D2A, D2BD1A, D1B
PA, PB
PA, PB
PA, PB
SA, SB
NOTE:
1. WTRANS IS THE WIND LOAD APPLIED TO THE
STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0
SHALL BE APPLIED.
2. THE DEAD LOAD OF THE STRUCTURE SHALL BE
MULTIPLIED BY K.
3. LIMIT POLE DEFLECTION TO 1% OF STRUCTURE
HEIGHT AT DEFLECTION LOAD CASE. LIMIT POLE
DEFLECTION TO 7% FOR ALL OTHER LOAD CASES.
4. CAMBERING IS NOT A PERMITTED METHOD TO
MEET THE ABOVE STATED DEFLECTION CRITERIA.
5. NO STRUCTURAL MEMBER SHALL BE DESIGNED
TO MORE THAN 90% CAPACITY BASED ON THE
DESIGN LOADS PROVIDED.
LO
NG. (+
OUT OF PAGE
A A
'H
SE
E
TA
BL
E)
"D " S
EE
TA
BL
E
B B
GROUND LINE
1 6
9"
8' -4
3'
-6
3' -6
'-2
3' -8
3'
-8
5' -0
2'-0" 2'-0"
C C
5' -0
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
SCALE
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
STEEL POLE
STRUCTURE INFORMATION
STRUCTURE
NUMBER CLASS
STRUCTURE
HEIGHT 'H'
(FT.)
Embedment Depth 'D'
(FT.)
9194 Custom 100' 27'
9195 Custom 105' 24'
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
TANGENT ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
02/19/2026
04-0123 1S7404
ASSEMBLY INFORMATION
Assembly Number
Quantity Assembly Name
1 1 Pole
2 1 OPGW Suspension Assembly
3 3 69kV Suspension Insulator Assembly
4 6 Distribution Suspension Insulator Assembly
5 1 Steel Pole Grounding Assembly
6 1 Identification Plate
7 1 Cathodic Protection
SEE SECTION 5 FOR
FOUNDATION DETAILS
SECTION A-A
POLE CAP & OPGW
TANGENT ASSEMBLY
B1
SECTION B-B
TRANSMISSION
TANGENT ASSEMBLY
B1
SECTION B1-B1
TRANSMISSION
TANGENT ASSEMBLY
SECTION C1-C1
DISTRIBUTION
TANGENT ASSEMBLY
A1 A1
SECTION A1-A1
POLE CAP & OPGW
TANGENT ASSEMBLY
INSULATOR BRACKET
SEE DETAIL "E"
NOTE:
1. FLAT 10 WILL BE IDENTIFIED BY VENDOR
POST INSULATOR
MOUNTING BRACKET
SEE DETAIL "E"
4 10
PLAN VIEW
FOR STRUCTURES
9194 & 9195
FLAT 1
*DESIGN FOR FUTURE
DISTRIBUTION
*DESIGN FOR FUTURE
DISTRIBUTION
*DESIGN FOR FUTURE
DISTRIBUTION
N.T.S.
DETAIL F
DISTRIBUTION
INSULATOR
MOUNTING BRACKET
C1
SECTION C-C
TRANSMISSION
TANGENT ASSEMBLY
C1
INSULATOR BRACKET
SEE DETAIL "F"
8"
COMMUNICATION
COMMUNICATION
COMMUNICATION
DETAIL G
STRUCTURE ID
DETAIL
STRUCTURE ID
SEE DETAIL "G" 4-7/8"
3/
4"
KUA
STR TYPE
TOTAL LENGTH (FT)
EMBEDMENT LENGTH (FT)
BENDING MOMENT (F-K)
VENDOR NAME
YEAR OF MANUFACTURE
SE
E
ST
R
U C
TU
R
E D
R
AW
IN
G
F O
R
LO
C
AT
IO
N
C L
SPARE SPACE
FOR FIELD
STAMPING (STR.
NUMBER)
STENCIL MARK
WITH LETTER
1/2" HEIGHT
1/8"
1"
1" 9" 1"
1"
23/25"
HOLES
TYP.
STEEL POLE
INSULATOR
BASE
6"
DETAIL E
POST INSULATOR
MOUNTING
BRACKET
A A
'H
SE
E
TA
BL
E)
"D " S
EE
TA
BL
E
B B
GROUND LINE
1 6
9"
8' -4
3'
-6
3' -6
'-2
3' -8
3'
-8
5' -0
2'-0" 2'-0"
C C
5' -0
SECTION A-A
POLE CAP& OPGW DETAIL
SECTION B-B
69KV CONUDCTOR
AHEAD SPAN
BACK SPAN
SECTION C-C
13KV DISTRIBUTION
AHEAD SPAN
BACK SPAN
AHEAD SPAN
BACK SPAN
(+) TRANSVERSE
AXIS
(+) LONGITUDINAL
AXIS
(+) TRANSVERSE
AXIS
(+) LONGITUDINAL
AXIS
(+) TRANSVERSE
AXIS
(+) LONGITUDINAL
AXIS
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
AREA
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
TANGENT ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
02/19/2026
04-0123 1
S7508
ASSEMBLY INFORMATION
Assembly Number
Quantity Assembly Name
1 1 Pole
2 1 OPGW Suspension Assembly
3 3 69kV Suspension Insulator Assembly
4 6 Distribution Suspension Insulator Assembly
5 1 Steel Pole Grounding Assembly
6 1 Identification Plate
7 1 Cathodic Protection
SEE SECTION 5 FOR
FOUNDATION DETAILS
STEEL POLE
STRUCTURE INFORMATION
STRUCTURE
NUMBER CLASS
STRUCTURE
HEIGHT 'H'
(FT.)
Embedment Depth 'D'
(FT.)
9194 Custom 100' 27'
9195 Custom 105' 24'
STRUCTURE 9194 LOADS
STRUCTURE 9195 LOADS
DATE
CHECKED
ENGINEER
DATE
DRAWN CODE
AREA
PROJECT DRAWING NUMBER REV
REVISIONS AND RECORD OF ISSUENO
04-0123 STRUCTURE REPLACEMENTS
69KV TRANSMISSION LINE
TANGENT ASSEMBLY
CLL/GAI
IAP/GAI
JNR/GAI
02/19/2026
04-0123 1S7509
LOAD DIAGRAM
VE
RT
TRANS. (+)
S
P
P
P
D1 D2
C1 C2 C3
LONG. (+)
OUT OF PAGE
N NOTE:
1. WTRANS IS THE WIND LOAD APPLIED TO THE
STRUCTURE IN PSF. A SHAPE FACTOR OF 1.0
SHALL BE APPLIED.
2. THE DEAD LOAD OF THE STRUCTURE SHALL BE
MULTIPLIED BY K.
3. LIMIT POLE DEFLECTION TO 1% OF STRUCTURE
HEIGHT AT DEFLECTION LOAD CASE. LIMIT POLE
DEFLECTION TO 7% FOR ALL OTHER LOAD CASES.
4. CAMBERING IS NOT A PERMITTED METHOD TO
MEET THE ABOVE STATED DEFLECTION CRITERIA.
5. NO STRUCTURAL MEMBER SHALL BE DESIGNED
TO MORE THAN 90% CAPACITY BASED ON THE
DESIGN LOADS PROVIDED.
File details come from the government source that posted it. Updated .