1412206079 Appendix C - Miller Interconnect Drawings - TR 1400.pdf
PDF 23 MB Posted
- Attached to
- Progressive Design-Build Services for the Brandy Branch to Normandy 230kV Transmission Line
- Solicitation number
- 1412206079
- Issued by
- Duval County, Florida
About this file
This file is an appendix of interconnect drawings for Miller related to a progressive design-build project for the Jacksonville Electric Authority (JEA) in Florida. The document contains technical drawings and specifications necessary for the design and construction of a new overhead 230kV transmission circuit, designated as circuit 979, extending approximately from the Brandy Branch substation located at 15701 Beaver Street West in Jacksonville to the Normandy Substation located at 9801 Crystal Springs Road in Jacksonville. The drawings serve as supporting technical documentation for the broader solicitation, which requires experienced design and construction teams to provide comprehensive engineering, permitting, surveying, design, structure and material procurement, and construction services. The overall project solicitation deadline is September 15, 2026, and this appendix provides the interconnect specifications and material details necessary for bidders to prepare accurate proposals and cost estimates for the transmission line installation.
The interconnect drawings contained in this appendix establish the technical requirements and interface specifications between Miller components and the overall system design. These drawings are essential reference materials for all bidders participating in the progressive design-build competition, ensuring that all proposals address consistent technical standards and interconnection requirements. The document supports the competitive bidding process by providing detailed technical parameters that allow qualified teams to develop comprehensive and compliant design solutions.
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230KV LINE
988 TO MILLER PV
INTERCONNECTION
230KV LINE
940 TO
BRANDY
BRANCH
230KV LINE
975 TO
NORMANDY
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SEE DESIGN
NOTE 3
SEE DESIGN
NOTE 5
POINT OF INTERCONNE
CTION
SEE DESIGN
NOTE 5
SEE DESIGN
NOTE 5
CONSTRUCTION DRAWINGS
FOR THE
MILLER SUBSTATION INTERCONNECT
CONSTRUCTION DRAWINGS
FOR THE
MILLER SUBSTATION INTERCONNECT
1 OF 38N/A
TR 1400
173283
05/01/24
JA
JA
PLAN
TBD
TBD
03/10/25
03/10/25
JA03/10/25 JA
PROJECT DRAWING INDEX
DRAWING NO. / SHEET NO. SHEET DESCRIPTION
TR 1400 / SHEET 1 COVER SHEET
TR 1400 / SHEET 2 CONSTRUCTION LIST
TR 1400 / SHEET 3 - 5 PLAN & PROFILES
TR 1400 / SHEET 6 - 7 PLAN DETAILS
TR 1400 / SHEET 8 PROPOSED STR #62A POLE CONFIGURATION
TR 1400 / SHEET 9 PROPOSED STR #62F POLE CONFIGURATION
TR 1400 / SHEET 10 PROPOSED STR #62B POLE CONFIGURATION
TR 1400 / SHEET 11 PROPOSED STR #62E POLE CONFIGURATION
TR 1400 / SHEET 12 PROPOSED STR #62C & #62D POLE CONFIGURATION
TR 1400 / SHEET 13 PROPOSED STR JEA-FRP POI POLE CONFIGURATION
TR 1400 / SHEET 14 DIRECT EMBED DESIGN
TR 1400 / SHEET 15-16 STR #067 TO STR #62F SAG AND TENSION CHARTS
TR 1400 / SHEET 17 STR #62F TO STR #62E SAG AND TENSION CHARTS
TR 1400 / SHEET 18 STR #62E TO STR #62D SAG AND TENSION CHARTS
TR 1400 / SHEET 19-20 STR #62D TO MILLER SUB SAG AND TENSION CHARTS
TR 1400 / SHEET 21-22 MILLER SUB TO STR #62C SAG AND TENSION CHARTS
TR 1400 / SHEET 23 STR #62C TO STR #62B SAG AND TENSION CHARTS
TR 1400 / SHEET 24 STR #62B TO STR #62A SAG AND TENSION CHARTS
TR 1400 / SHEET 25 STR #62F TO STR #62A SAG AND TENSION CHARTS
TR 1400 / SHEET 26-27 STR #62A TO STR #058 SAG AND TENSION CHARTS
TR 1400 / SHEET 28-29 STR #JEA-FRP POI TO MILLER SUB 2 SAG AND TENSION CHARTS
TR 1400 / SHEET 30-32 STAKING CONFIGURATIONS
TR 1400 / SHEET 33 AS-BUILT COORDINATES
TR 1400 / SHEET 34 BILL OF MATERIAL
TR 1400 / SHEET 35 BILL OF MATERIAL STR #063, STR #62F, & STR #62E
TR 1400 / SHEET 36 BILL OF MATERIAL STR #62D, STR #62C, & NORTH/SOUTH SUB
TERMINALS
TR 1400 / SHEET 37 BILL OF MATERIAL STR #62B & STR #62A
TR 1400 / SHEET 38 BILL OF MATERIAL STR #062, FRP SUB TERMINAL, & JEA-FRP POI
JA09/19/25 JA
AJS12/01/25 JA
AJS02/06/26 JA
REFERENCE DRAWING INDEX
DRAWING NO. / SHEET
NO. SHEET DESCRIPTION
TR 1400 / SHEET R1 C3B45Q STANDARD - 230KV SUBSTATION A-FRAME
TR 1400 / SHEET R2 SASI & IASDSC3 STANDARD
TR 1400 / SHEET R3 MCA & MBA STANDARD
TR 1400 / SHEET R4 SSSIN & SSDI180G - PROJECT SPECIFIC ASSEMBLY
TR 1400 / SHEET R5 SSDI90DG & ISDD9SSC3 - PROJECT SPECIFIC ASSEMBLY
TR 1400 / SHEET R6 MGAE1-58 & MGAE1-35 - PROJECT SPECIFIC ASSEMBLY
TR 1400 / SHEET R7 MGNE1-36 STANDARD AND GUY STRAIN INSULATOR ARRANGEMENT
TR 1400 / SHEET R8 SSDI180 & ISDD8FFC3 - PROJECT SPECIFIC ASSEMBLY
TR 1400 / SHEET R9 MPG-1C/S STANDARD
TR 1400 / SHEET R10 MVSDS & MVDDI - PROJECT SPECIFIC ASSEMBLY
TR 1400 / SHEET R11 FO-TX-TLBD & VNC STANDARD
TR 1400 / SHEET R12 MVSTS & MVSTI - PROJECT SPECIFIC ASSEMBLY
TR 1400 / SHEET R13 ISSDFP2C3 - PROJECT SPECIFIC ASSEMBLY
TR 1400 / SHEET R14 SSDI135SG & ISDD3FSC3 - PROJECT SPECIFIC ASSEMBLY
AJS03/16/26 JA
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LOCATION MAP NOT TO SCALE
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PROJECT END: JEA TRANSMISSION CORRIDOR NEAR CKT 941, STR 63
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PROJECT START JEA TRANSMISSION CORRIDOR NEAR CKT 975, STR 62
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ENGINEERING RECORD
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PROJECT NO.
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PROJECT DESIGN SEGMENT 8009839
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DRAWN
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CKT 941
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CKT 975
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CKT 940
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ISSUED FOR 30%%% DESIGN REVIEW
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ISSUED FOR 60%%% DESIGN REVIEW
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ISSUED FOR 60%%% DESIGN UPDATE
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ISSUED FOR 90%%% DESIGN REVIEW
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GENERAL NOTES:
CONSTRUCTION LIST
FOR THE
MILLER SUBSTATION INTERCONNECT
N/A
TBD
TBD
LEGEND:
TR 1400
173283
05/01/24
JA
JA
PLAN
03/10/25
03/10/25
JA03/10/25 JA
JA09/19/25 JA
AJS12/01/25 JA
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MILLER INTERCONNECTION 230kV TRANSMISSION PROJECT CONSTRUCTION LIST
STRUCTURE
NUMBER
ABOVE GROUND HEIGHT (FT) STRUCTURE TYPE FRAMING
DWG. NO.
VENDOR
DWG. NO.
STRUCTURE WEIGHT
(LBS)
MATERIAL
SHIELDWIRE HARDWARE QTY ADSS HARDWARE QTY CONDUCTOR HARDWARE QTY MISCELLANEOUS
HARDWARE QTY GROUNDING
HARDWARE QTY FOUNDATION QTY
FOUNDATION
DIAMETER
(FT)
FOUNDATION LENGTH
(FT)
VENDOR
ANCHOR BOLT
DWG. NO.
63 (EXISTING) 103.00 EXISTING DOUBLE CIRCUIT
TANGENT - - -
MVSTS 1
MVSTI*1590 3
62F 90.00 GUYED CONCRETE DEADEND C1241C*1590 TBD TBD
SSSIN - INSERTS 1 FO-TX-TLBD*72 1 ISSDFP2C3*1590 - INSERTS 1 MVSDS 2 MPG-1C/S 1 DIRECT EMBED - CMP 1
FOUNDATION INSTALL BY OTHERS
SSDI180G - INSERTS 1
ISSDFP2C3*1590 - INSERTS (NO
GUY) 1 MVDDI*1590 3
MGAE1-58 - PSA1 1
MGAE1-58 - PSA2 3
VNC 1
62E 90.00 GUYED CONCRETE DEADEND C1241C*1590 TBD TBD
SSDI135SG - INSERTS 1 ISDD3FSC3*1590 - INSERTS 1 MVSDS 2 MPG-1C/S 1 DIRECT EMBED 1
6 26 -
MVDDI*1590 3
MGAE1-35 - PSA1 1
MGAE1-35 - PSA2 2
MGNE1-36 1
VNC 1
62D 70.00 GUYED CONCRETE DEADEND C1244Q*1590 TBD TBD
SSDI90DG - INSERTS 1 ISDD9SSC3*1590 - INSERTS 1 MVSDS 2 MPG-1C/S 1 DIRECT EMBED 1
5.5 26 -
SSSIN - INSERTS 1 MVDDI*1590 3
MGAE1-35 - PSA3 1
MGAE1-35 - PSA2 2
MGNE1-36 1
VNC 1
SUB TERMINAL - SOUTH 70.00 A-FRAME TERMINAL C3B45Q*1590 TBD -
SASI 1 IASDSC3*1590 1 MCA*1590 1
MBA3 1 GROUNDING INSTALL FOUNDATION INSTALL
BY OTHERS BY OTHERS
SUB TERMINAL - NORTH 70.00 A-FRAME TERMINAL C3B45Q*1590 TBD -
SASI 1 IASDSC3*1590 1 MCA*1590 1
MBA3 1 GROUNDING INSTALL FOUNDATION INSTALL
BY OTHERS BY OTHERS
62C 70.00 GUYED CONCRETE DEADEND C1244Q*1590 TBD TBD
SSDI90DG - INSERTS 1 ISDD9SSC3*1590 - INSERTS 1 MVSDS 2 MPG-1C/S 1 DIRECT EMBED 1
5.5 26 -
SSSIN - INSERTS 1 MVDDI*1590 3
MGAE1-35 - PSA1 1
MGAE1-35 - PSA2 2
MGNE1-36 1
VNC 1
62B 90.00 GUYED CONCRETE DEADEND C1241C*1590 TBD TBD
SSDI135SG - INSERTS 1 ISDD3FSC3*1590 - INSERTS 1 MVSDS 2 MPG-1C/S 1 DIRECT EMBED 1
6 26 -
MVDDI*1590 3
MGAE1-35 - PSA3 1
MGAE1-35 - PSA2 2
MGNE1-36 1
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62A 90.00 GUYED CONCRETE DEADEND C1241C*1590 TBD TBD
SSSIN - INSERTS 1 ISSDFP2C3*1590 - INSERTS 1 MVSDS 2 MPG-1C/S 1 DIRECT EMBED - CMP 1
FOUNDATION INSTALL BY OTHERS
SSDI180G - INSERTS 1
ISSDFP2C3*1590 - INSERTS (NO
GUY) 1 MVDDI*1590 3
MGAE1-58 - PSA1 1
MGAE1-58 - PSA2 3
VNC 1
62 (EXISTING) 104.00 EXISTING DOUBLE CIRCUIT
TANGENT - - -
MVSTS 1
MVSTI*1590 3
SUB TERMINAL - FRP 70.00 A-FRAME TERMINAL C3B45Q*1590 TBD -
SASI 1 IASDSC3*1590 1 MCA*1590 1
MBA3 1 GROUNDING INSTALL FOUNDATION INSTALL
BY OTHERS BY OTHERS
JEA-FRP POI 70.00 CONCRETE DEADEND C1241C*1590 TBD 54,900
SSDI180 - INSERTS 1 ISDD8FFC3*1590 - INSERTS 1 VNC 1 MPG-1C/S 1 DIRECT EMBED 1
5 20 -
SSSIN - INSERTS 1
AJS03/16/26 JA
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1. SCOPE OF WORK STATEMENT: SCOPE OF WORK STATEMENT: SET SEVEN (7) DIRECTLY EMBEDDED SPUN CONCRETE TRANSMISSION POLES, TRANSFER EXISTING / INSTALL NEW 1590 ACSR "FALCON" CONDUCTORS, 3/6 AW SHIELD WIRE RESPECTIVELY. INSTALL ALL INSULATORS AND HARDWARE AS INDICATED ON THESE DRAWINGS. 2. LOCATION: LOCATION: THE WORK WILL TAKE PLACE IN DUVAL COUNTY. THE PROJECT AREA IS WITHIN EXISTING JEA TRANSMISSION CORRIDOR. THE WORK WILL TAKE PLACE OUTSIDE OF THE PROPOSED MILLER SUBSTATION. 3. SURVEY INFORMATION: SURVEY INFORMATION: THE LAND SURVEY WAS PROVIDED BY FRP. 4. STRUCTURE LOCATIONS: STRUCTURE LOCATIONS: FOR STRUCTURE LOCATIONS SEE THE PLAN / PROFILE DRAWINGS. INSTALLATION LOCATIONS ARE TO BE LOCATED BY THE CONTRACTOR BASED ON THE PROVIDED COORDINATES. A ARE TO BE LOCATED BY THE CONTRACTOR BASED ON THE PROVIDED COORDINATES. A PROFESSIONAL SURVEYOR. REGISTERED IN THE STATE OF FLORIDA, WILL BE REQUIRED TO MARK THE PROPOSED POLE LOCATIONS. 5. DESIGN CRITERIA: DESIGN CRITERIA: CASE I: 250B - NESC LIGHT, 30°F, 0" ICE, 9 PSF WINDCASE II: 250C - NESC EXTREME, 60°F, 0" ICE, 36.9 PSF WINDCONDUCTOR: SINGLE 1590 MCM ACSR "FALCON", SLACK TENSIONS AS SPECIFIED IN THIS PACKAGE. SHIELD WIRE: 3#6 ALUMOWELD, SLACK TENSIONS AS SPECIFIED IN THIS PACKAGE SHIELD WIRE: 3#6 ALUMOWELD, SLACK TENSIONS AS SPECIFIED IN THIS PACKAGE 6. TRANSMISSION LINE STATIONING: TRANSMISSION LINE STATIONING: - STATIONING IS AS SHOWN ON THE DRAWINGS. 7. STRUCTURES: STRUCTURES: THERE ARE SEVEN (7) SPUN CONCRETE TRANSMISSION POLES
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PROJECT DESIGN SEGMENT 8009839
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EXISTING TRANSMISSION STRUCTURE NUMBER
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NEW TRANSMISSION STRUCTURE NUMBER
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TRANSMISSION CIRCUIT NUMBER
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TRANSMISSION PHASING & CONFIGURATION
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EXISTING SPUN CONCRETE TRANSMISSION POLE
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EXISTING STEEL TRANSMISSION POLE
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0+
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1"=60` H, 1" =20` V 3 OF 38
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FIBER MANHOLE/SPLICE BOX LOCATIONS
LOCATION
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
FOMH1B 30°19'7.23" N, 81°55'0.69" W
FOMH2A 30°19'7.47" N, 81°54'49.52" W
FOMH2B 30°19'7.47" N, 81°55'0.40" W
NEW GUY / ANCHOR LOCATIONS
STR.
NO.
ANCHOR
NO.
GUY
QUANTITY
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
LEAD
LENGTH
#62F
1 1 30°19'07.2901"N, 81°54'59.3506"W 89'
2 1 30°19'07.2885"N, 81°54'59.4873"W 77'
3 1 30°19'07.2870"N, 81°54'59.6114"W 66'
4 1 30°19'07.2854"N, 81°54'59.7371"W 55'
#62E
1 2 30°19'07.7148"N, 81°54'59.0606"W 41.5'
2 1 30°19'07.8456"N, 81°54'59.0624"W 28'
3 1 30°19'07.9687"N, 81°54'59.0640"W 15.5'
#62D
1 2 30°19'10.7840"N, 81°54'59.0928"W 41.5'
2 1 30°19'10.6524"N, 81°54'59.0910"W 28'
3 1 30°19'10.5296"N, 81°54'59.0894"W 15.5'
POLE CONFIGURATION
STR. NO. STR. TYPE
INSULATOR
CONFIGURATION
STR.
LENGTH
FOUNDATION
TYPE
STR. HEIGHT
AGL
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
#62F
SPUN
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DIRECT
EMBEDMENT 90'
30°19'7.278"N, 81°55'0.38"W
#62E
SPUN
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DIRECT
EMBEDMENT 90'
30°19'8.138"N, 81°54'59.066"W
#62D
SPUN
CONCRETE C1244Q*1590 95'/ 25'
DIRECT
EMBEDMENT 70'
30°19'10.361"N, 81°54'59.087"W
AJS03/16/26 JA
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(SEE NOTE 1)
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PROJECT DESIGN SEGMENT 8009839
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SCALE IN FEET
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AutoCAD SHX Text NOTES: 1. EXISTING CONDUCTORS AND SHIELDWIRE FOR EXISTING CONDUCTORS AND SHIELDWIRE FOR TRANSMISSION CIRCUIT 941 UP TO EXISTING STR #63 TO REMAIN. 2. TOP ADSS INSTALLATION TO BE BANDED TO STR TOP ADSS INSTALLATION TO BE BANDED TO STR #62F. TENSIONS EQUALIZED TO EXISTING CONDITIONS 3. TRANSFER EXISTING TRANSFER EXISTING ONE (1)~3#6 AW SHIELD WIRE AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS TO TO DEADEND AT STR #62F. TENSIONS EQUALIZED TO EXISTING CONDITIONS. 4. RUN NEW RUN NEW ONE (1)~3#6 AW SHIELD WIRE AT 500 LBS. 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 500 LBS. 250B BETWEEN STRUCTURE #62F AND #62E 5. RUN NEW RUN NEW ONE (1)~3#6 AW SHIELD WIRE AT 2,000 LBS. 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 7,000 LBS. 250B BETWEEN STRUCTURES #62E AND #62D. 6. RUN NEW RUN NEW TWO (2)~3#6 AW SHIELD WIRE AT 1,000 LBS 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 2,750 LBS. 250B BETWEEN STRUCTURES #62D AND #SS#-941 7. CONTRACTOR SHALL INSTALL TEMPORARY BYPASS CONTRACTOR SHALL INSTALL TEMPORARY BYPASS FROM STR #62A TO STR #62F. BYPASS INCLUDES ONE (1)~3#6 AW SHIELD WIRE AT 1,100 LBS 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 1,100 LBS. 250B. SEE SHEET 6, DETAIL A. 8. CONTRACTOR TO RUN CONDUIT FROM DESIGNATED CONTRACTOR TO RUN CONDUIT FROM DESIGNATED TRANSMISSION STRUCTURE AND INSTALL FIBER MAN HOLES. 9. PROPOSED FIBER HAND HOLES (BY OTHERS). SEE PROPOSED FIBER HAND HOLES (BY OTHERS). SEE FIBER MANHOLE/SPLICE BOX LOCATIONS TABLE FOR COORDINATES
AutoCAD SHX Text
PLAN AND PROFILE DRAWINGS FOR THE MILLER INTERCONNECTION 230KV
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN REVIEW
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN UPDATE
AutoCAD SHX Text
ISSUED FOR 90%%% DESIGN REVIEW
5+
0+
5+
TBD
TBD
- 1"=60` H, 1" =20` V 4 OF 38
05/01/24
TR 1400
173283
JA
JA
PLAN
03/10/25
03/10/25
JA03/10/25 JA
JA09/19/25 JA
AJS12/01/25 JA
AJS02/06/26 JA
FIBER MANHOLE/SPLICE BOX LOCATIONS
LOCATION
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
FOMH1B 30°19'7.23" N, 81°55'0.69" W
FOMH2A 30°19'7.47" N, 81°54'49.52" W
FOMH2B 30°19'7.47" N, 81°55'0.40" W
POLE CONFIGURATION
STR. NO. STR. TYPE
INSULATOR
CONFIGURATION
STR.
LENGTH
FOUNDATION
TYPE
STR. HEIGHT
AGL
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
#62C
SPUN
CONCRETE C1244Q*1590 95'/ 25'
DIRECT
EMBEDMENT 70'
30°19'10.857"N, 81°54'58.807"W
#62B
SPUN
CONCRETE C1241C*1590 115'/ 25'
DIRECT
EMBEDMENT 90'
30°19'8.14"N, 81°54'58.781"W
#62A
SPUN
CONCRETE C1241C*1590 115'/ 25'
DIRECT
EMBEDMENT 90'
30°19'7.313"N, 81d54'57.449"W
NEW GUY / ANCHOR LOCATIONS
STR.
NO.
ANCHOR
NO.
GUY
QUANTITY
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
LEAD
LENGTH
#62C
1 2 30°19'11.2819"N, 81°54'58.8118"W 41.5'
2 1 30°19'11.1499"N, 81°54'58.8102"W 28'
3 1 30°19'11.0270"N, 81°54'58.8087"W 15.5'
#62B
1 2 30°19'07.7163"N, 81°54'58.7749"W 41.5'
2 1 30°19'07.8479"N, 81°54'58.7767"W 28'
3 1 30°19'07.9705"N, 81°54'58.7783"W 15.5'
#62A
1 1 30°19'07.2993"N, 81°54'58.4803"W 89'
2 1 30°19'07.3011"N, 81°54'58.3474"W 77'
3 1 30°19'07.3028"N, 81°54'58.2215"W 66'
4 1 30°19'07.3044"N, 81°54'58.0986"W 55'
AJS03/16/26 JA
AutoCAD SHX Text
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EXISTING STR #62 (SEE SHEET R12)
AutoCAD SHX Text 62D
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PROPOSED STR #62A & #62F (SEE NOTE 2) (SEE PLAN VIEW DETAIL "A", SHEET 6)
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PROPOSED MILLER SUBSTATION (BY OTHERS)
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PROPOSED STR #62C (SEE PLAN VIEW DETAIL "B", SHEET 7)
AutoCAD SHX Text 62C
AutoCAD SHX Text 62B
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AutoCAD SHX Text 62C
AutoCAD SHX Text 62B
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SS# 975
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(SEE NOTE 1)
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(SEE NOTE 2)
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(SEE NOTE 3)
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SS# 941
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SS# 975
AutoCAD SHX Text A B C
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(SEE NOTE 7)
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(SEE NOTE 4)
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(SEE NOTE 5)
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FOMH2A SEE NOTE 8
AutoCAD SHX Text A B C
AutoCAD SHX Text 62E
AutoCAD SHX Text 62A
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PROPOSED STR #62D (SEE PLAN VIEW DETAIL "B", SHEET 7)
AutoCAD SHX Text 62F
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FOMH2B SEE NOTE 8
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(SEE NOTE 6)
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AutoCAD SHX Text 62A
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PROPOSED STR #62B & #62E (SEE PLAN VIEW DETAIL "A", SHEET 6)
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ENGINEERING RECORD
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BY
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DATE
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STATUS
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ASSIGNED
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DESIGNED
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CHECKED
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APP'D
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NO.
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REVISION
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DATE
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BY
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CH'D
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APP'D
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REVISION
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DATE
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BY
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CH'D
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APP'D
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SCALE:
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BUILDING COMMUNITY
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PROJECT NO.
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DRAWING NO.
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SHEET NO.
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PROJECT DESIGN SEGMENT 8009839
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DRAWN
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ISSUED FOR 30%%% DESIGN REVIEW
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SCALE IN FEET
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(HORIZONTAL)
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SCALE IN FEET
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(VERTICAL)
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AutoCAD SHX Text NOTES: 1. EXISTING CONDUCTORS AND SHIELDWIRE FOR EXISTING CONDUCTORS AND SHIELDWIRE FOR TRANSMISSION CIRCUIT 975 UP TO EXISTING STR #61 TO REMAIN. 2. ADSS CONTINUES TOWARDS STRUCTURE #62F ADSS CONTINUES TOWARDS STRUCTURE #62F 3. TRANSFER EXISTING TRANSFER EXISTING ONE (1)~3#6 AW SHIELD WIRE AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS TO TO DEADEND AT STR #62A. TENSIONS EQUALIZED TO EXISTING CONDITIONS. CONDUCTORS TO BE REMOVED FROM EXISTING STR #62 FOR CIRCUIT 975 AND TRANSFERRED TO #62A. SEE PLAN DETAIL ### 4. RUN NEW RUN NEW ONE (1)~3#6 AW SHIELD WIRE AT 500 LBS. 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 500 LBS. 250B BETWEEN STRUCTURES #62A AND #62B. 5. RUN NEW RUN NEW ONE (1)~3#6 AW SHIELD WIRE AT 2,000 LBS. 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 7,000 LBS. 250B BETWEEN STRUCTURES #62B AND #62C 6. RUN NEW RUN NEW TWO (2)~3#6 AW SHIELD WIRE AT 1,000 LBS 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 2,750 LBS. 250B BETWEEN STRUCTURES #62C AND #SS#-975 7. CONTRACTOR SHALL INSTALL TEMPORARY BYPASS CONTRACTOR SHALL INSTALL TEMPORARY BYPASS FROM STR #62A TO STR #62D. BYPASS INCLUDES ONE (1)~3#6 AW SHIELD WIRE AT 250 LBS 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 250 LBS. 250B. SEE SHEET 6, DETAIL A. 8. PROPOSED FIBER HAND HOLES (BY OTHERS). SEE PROPOSED FIBER HAND HOLES (BY OTHERS). SEE FIBER MANHOLE/SPLICE BOX LOCATIONS TABLE FOR COORDINATES.
AutoCAD SHX Text
PLAN AND PROFILE DRAWINGS FOR THE MILLER INTERCONNECTION 230KV
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN REVIEW
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN UPDATE
AutoCAD SHX Text
ISSUED FOR 90%%% DESIGN REVIEW
0+
TBD
TBD
- 1"=60` H, 1" =20` V 5 OF 38
05/01/24
TR 1400
173283
JA
JA
PLAN
03/10/25
03/10/25
JA03/10/25 JA
JA09/19/25 JA
AJS12/01/25 JA
FIBER MANHOLE/SPLICE BOX LOCATIONS
LOCATION
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
FOMH1B 30°19'7.23" N, 81°55'0.69" W
FOMH2A 30°19'7.47" N, 81°54'49.52" W
FOMH2B 30°19'7.47" N, 81°55'0.40" W
POLE CONFIGURATION
STR. NO. STR. TYPE
INSULATOR
CONFIGURATION
STR.
LENGTH
FOUNDATION
TYPE
STR. HEIGHT
AGL
"COORDINATES
LATITUDE, LONGITUDE (DMS)"
#JEA POI
SPUN
CONCRETE C1244Q*1590 90'/ 20'
DIRECT
EMBEDMENT 70'
30°19'13.359"N, 81°55'0.893"W
AJS02/06/26 JA
AJS03/16/26 JA
AutoCAD SHX Text
TANK
AutoCAD SHX Text 325.0000
AutoCAD SHX Text 830.0000
AutoCAD SHX Text 1335.0000
AutoCAD SHX Text H1
AutoCAD SHX Text H2
AutoCAD SHX Text H3
AutoCAD SHX Text X0
AutoCAD SHX Text X1
AutoCAD SHX Text X2
AutoCAD SHX Text X3
AutoCAD SHX Text
TANK
AutoCAD SHX Text 325.0000
AutoCAD SHX Text 830.0000
AutoCAD SHX Text 1335.0000
AutoCAD SHX Text H1
AutoCAD SHX Text H2
AutoCAD SHX Text H3
AutoCAD SHX Text X0
AutoCAD SHX Text X1
AutoCAD SHX Text X2
AutoCAD SHX Text X3
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JEA POI
AutoCAD SHX Text 62C
AutoCAD SHX Text 62D
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SS# ###
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JEA POI
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 62F
AutoCAD SHX Text
(SEE NOTE 1)
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(SEE NOTE 2)
AutoCAD SHX Text A B C
AutoCAD SHX Text
SS# 941
AutoCAD SHX Text A B C
AutoCAD SHX Text C B A
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SS# ###
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SS# 975
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PROPOSED MILLER SUBSTATION (BY OTHERS)
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FOMH1B SEE NOTE 3
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FOMH2B SEE NOTE 3
AutoCAD SHX Text 62E
AutoCAD SHX Text 62B
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ENGINEERING RECORD
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BY
AutoCAD SHX Text
DATE
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STATUS
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ASSIGNED
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DESIGNED
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CHECKED
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APP'D
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NO.
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REVISION
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DATE
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BY
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CH'D
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APP'D
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REVISION
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DATE
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BY
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CH'D
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APP'D
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SCALE:
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BUILDING COMMUNITY
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PROJECT NO.
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DRAWING NO.
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SHEET NO.
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PROJECT DESIGN SEGMENT 8009839
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ISSUED FOR 30%%% DESIGN REVIEW
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
(HORIZONTAL)
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
(VERTICAL)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PLAN AND PROFILE DRAWINGS FOR THE MILLER INTERCONNECTION 230KV
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN REVIEW
AutoCAD SHX Text NOTES: 1. RUN NEW RUN NEW TWO (2)~3#6 AW SHIELD WIRE AT 1,000 LBS 250B AND THREE (3)~1590 ACSR "FALCON" CONDUCTORS AT 2,750 LBS. 250B BETWEEN STRUCTURES SS# ### AND JEA POI 2. JEA POI STRUCTURE, INSULATOR, AND JUMPER JEA POI STRUCTURE, INSULATOR, AND JUMPER HARDWARE OWNED BY JEA GOING TOWARDS MILLER SUBSTATION. GOING TOWARDS FRP SUBSTATION, INSULATOR AND JUMPER HARDWARE OWNED BY FRP. 3. PROPOSED FIBER HAND HOLES (BY OTHERS). SEE PROPOSED FIBER HAND HOLES (BY OTHERS). SEE FIBER MANHOLE/SPLICE BOX LOCATIONS TABLE FOR COORDINATES.
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN UPDATE
AutoCAD SHX Text
ISSUED FOR 90%%% DESIGN REVIEW
AutoCAD SHX Text
ISSUED FOR 90%%% DESIGN REVIEW
PROPOSED STR JEA POI (SEE PLAN VIEW DETAIL "C", SHEET 7)
PLAN DETAILS FOR THE
MILLER SUBSTATION INTERCONNECT
1" = 10'
TBD
TBD 6 OF 38
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AJS02/06/26 JA
DETAIL A: NEW STRUCTURE STR #62A, #62B, #62C, AND #62F PLAN DETAIL
AJS03/16/26 JA
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ENGINEERING RECORD
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BY
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DATE
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STATUS
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ASSIGNED
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DESIGNED
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CHECKED
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APP'D
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NO.
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REVISION
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DATE
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BY
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CH'D
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DATE
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BY
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CH'D
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APP'D
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SCALE:
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BUILDING COMMUNITY
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PROJECT NO.
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DRAWING NO.
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SHEET NO.
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PROJECT DESIGN SEGMENT 8009839
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DRAWN
AutoCAD SHX Text PROPOSED POSITION OF ONE (1)~3#6 AW SHIELD WIRE THREE (3)~1590 ACSR "FALCON" CONDUCTORS
AutoCAD SHX Text NEW SPUN-CONCRETE GUYED DEADEND WITH DIRECT EMBED CMP FOUNDATION. FOUNDATION INSTALLATION PER TR 1400 SHEET 14. STR #62A, C1241C*1590, SH. 8
AutoCAD SHX Text
ISSUED FOR 30%%% DESIGN REVIEW
AutoCAD SHX Text
CKT. 940: EXISTING OVERHEAD CONDUCTOR AND SHIELD WIRE (TO REMAIN)
AutoCAD SHX Text
CKT. 941: ALL CABLE TENSIONS TO BE EQUALIZED. INSULATORS SET PLUMP.
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CKT. 975: ALL CABLE TENSIONS TO BE EQUALIZED. INSULATORS SET PLUMP.
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN REVIEW
AutoCAD SHX Text PROPOSED POSITION OF ONE (1)~3#6 AW SHIELD (1)~3#6 AW SHIELD (1)~3#6 AW SHIELD AW SHIELD AW SHIELD SHIELD SHIELD WIRE THREE (3)~1590 ACSR "FALCON" CONDUCTORS
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN UPDATE
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ISSUED FOR 90%%% DESIGN REVIEW
AutoCAD SHX Text A B C
AutoCAD SHX Text A B C
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AutoCAD SHX Text NOTES: 1. ADSS TO BE BANDED TO STRUCTURE. SEE ADSS TO BE BANDED TO STRUCTURE. SEE SHEET R11. 2. EXISTING SHIELD AND TRANSMISSION EXISTING SHIELD AND TRANSMISSION CONDUCTORS FOR CIRCUIT 975 TO BE TRANSFERRED AND DEAD-ENDED TO STR #62A. INSULATORS AND ARMS TO BE REMOVED.
AutoCAD SHX Text
AutoCAD SHX Text 62A
AutoCAD SHX Text 62F
AutoCAD SHX Text PROPOSED POSITION OF ONE (1)~3#6 AW SHIELD (1)~3#6 AW SHIELD (1)~3#6 AW SHIELD AW SHIELD AW SHIELD SHIELD SHIELD WIRE THREE (3)~1590 ACSR "FALCON" CONDUCTORS
AutoCAD SHX Text
TEMPORARY JUMPER BYPASS. TO BE REMOVED.
AutoCAD SHX Text PROPOSED POSITION OF ONE (1)~3#6 AW SHIELD WIRE THREE (3)~1590 ACSR "FALCON" CONDUCTORS
AutoCAD SHX Text NEW SPUN-CONCRETE GUYED DEADEND WITH DIRECT EMBED CMP FOUNDATION. FOUNDATION INSTALLATION PER TR 1400 SHEET 14. STR #62F, C1241C*1590, SH. 9 SEE NOTE 1.
AutoCAD SHX Text 62B
AutoCAD SHX Text 62E
AutoCAD SHX Text
EXISTING STR #62 SEE NOTE 2
AutoCAD SHX Text NEW SPUN-CONCRETE GUYED DEADEND WITH DIRECT EMBED FOUNDATION. FOUNDATION INSTALLATION PER TR 1400 SHEET 14. STR #62E, C1241C*1590, SH. 11
AutoCAD SHX Text NEW SPUN-CONCRETE GUYED DEADEND WITH DIRECT EMBED FOUNDATION. FOUNDATION INSTALLATION PER TR 1400 SHEET 14. STR #62B, C1241C*1590, SH. 10
PLAN DETAILS FOR THE
1" = 1'
TBD
TBD
DETAIL C: NEW STRUCTURE JEA/FRP POI
TR 1400
173283
05/01/24
JA
JA
PLAN
03/10/25
03/10/25
JA03/10/25 JA
JA09/19/25 JA
AJS12/01/25 JA
AJS02/06/26 JA
DETAIL B: NEW STRUCTURE #62C, #62D, AND A-FRAME PLAN DETAIL
AJS03/16/26 JA
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ENGINEERING RECORD
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BY
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ASSIGNED
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DESIGNED
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CHECKED
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NO.
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BY
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APP'D
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SCALE:
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BUILDING COMMUNITY
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PROJECT NO.
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DRAWING NO.
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SHEET NO.
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PROJECT DESIGN SEGMENT 8009839
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DRAWN
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ISSUED FOR 30%%% DESIGN REVIEW
AutoCAD SHX Text A B C
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PROPOSED POSITION OF TWO (2)~3#6 AW SHIELD WIRE
AutoCAD SHX Text C B A
AutoCAD SHX Text PROPOSED POSITION OF MILLER A-FRAMES. TRANSMISSION LINE HARDWARE INSTALLATION PER C3B45Q*1590, SHEET R1 ALL OTHER INSTALLATION BY OTHERS.
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INSTALL/FRAME NEW STR #JEA POI C1241C*1590 (SEE SHEET 13)
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ISSUED FOR 60%%% DESIGN REVIEW
AutoCAD SHX Text
PROPOSED POSITION OF THREE (3)~1590 ACSR "FALCON" CONDUCTORS
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ISSUED FOR 60%%% DESIGN UPDATE
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ISSUED FOR 90%%% DESIGN REVIEW
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INSTALL/FRAME NEW STR #62D C1244Q*1590 (SEE SHEET 12)
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INSTALL/FRAME NEW STR #62C C1244Q*1590 (SEE SHEET 12)
AutoCAD SHX Text C B A
AutoCAD SHX Text C B A
AutoCAD SHX Text A B C
AutoCAD SHX Text A B C
AutoCAD SHX Text PROPOSED POSITION OF MILLER A-FRAMES. TRANSMISSION LINE HARDWARE INSTALLATION PER C3B45Q*1590, SHEET R1 ALL OTHER INSTALLATION BY OTHERS.
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PROPOSED POSITION OF THREE (3) GUY ANCHORS FOUR (4) GUY WIRES
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PROPOSED POSITION OF THREE (3) GUY ANCHORS FOUR (4) GUY WIRES
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AutoCAD SHX Text 4/3
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PROPOSED POSITION OF THREE (3)~1590 ACSR "FALCON" CONDUCTORS
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PROPOSED POSITION OF THREE (3)~1590 ACSR "FALCON" CONDUCTORS
AutoCAD SHX Text PROPOSED POSITION OF TWO (2)~3#6 AW SHIELD WIRE THREE (3)~1590 ACSR "FALCON" CONDUCTORS
PROPOSED STR #62A POLE CONFIGURATION
FOR THE
MILLER SUBSTATION INTERCONNECT
N/A
TBD
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POLE TIP VIEW
ELEVATION VIEW
STRUCTURE TYPE
C1241C*1590 DOUBLE DEADEND WITH JUMPER POST, FULL TENSION TO FULL TENSION, 3-PHASE
STRUCTURES 62A
GUY ARRANGEMENT
DRILLING DETAIL
GROUND LUG LOCATIONS
AJS03/16/26 JA
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BY
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SHEET NO.
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PROJECT DESIGN SEGMENT 8009839
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DRAWN
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ISSUED FOR 30%%% DESIGN REVIEW
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ISSUED FOR 60%%% DESIGN REVIEW
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ISSUED FOR 60%%% DESIGN UPDATE
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ISSUED FOR 90%%% DESIGN REVIEW
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 11'-0"
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AutoCAD SHX Text 25'
AutoCAD SHX Text 90'
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SPUN CONCRETE POLE
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BIRTH MARK ON FACE D
AutoCAD SHX Text 25'
AutoCAD SHX Text 0'-3"
AutoCAD SHX Text IN-LINE FACE C (LOOKING WEST DIRECTION) WEST DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
FACE A (LOOKING SOUTH DIRECTION) SOUTH DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
3/4" 19 STRAND GUYS
AutoCAD SHX Text 77.2'
AutoCAD SHX Text 55.2'
AutoCAD SHX Text 55.25'
AutoCAD SHX Text 11'
AutoCAD SHX Text 11'
AutoCAD SHX Text 10.75'
AutoCAD SHX Text 66.0'
AutoCAD SHX Text NOTES: 1. PROVIDED SPUN CONCRETE TRANSMISSION POLES UTILIZE 1" DIA. THREADED PROVIDED SPUN CONCRETE TRANSMISSION POLES UTILIZE 1" DIA. THREADED INSERTS FOR ALL SHIELD ATTACHMENTS AND ALL DEAD-END TEE ATTACHMENTS. THE POLES UTILIZE " DIA. THREADED INSERTS FOR ALL 78" DIA. THREADED INSERTS FOR ALL TRANSMISSION POST/BRACE-POST INSULATOR ATTACHMENTS.
AutoCAD SHX Text
CONE STYLE POLE CAP (SUPPLIED/INSTALLED BY POLE MANUFACTURER)
AutoCAD SHX Text
FOR
AutoCAD SHX Text
FROM POLE TOP
AutoCAD SHX Text
FROM POLE GROUNDLINE
AutoCAD SHX Text
SHIELD
AutoCAD SHX Text
TRANS A
AutoCAD SHX Text Ф
AutoCAD SHX Text
TRANS B
AutoCAD SHX Text Ф
AutoCAD SHX Text
TRANS C
AutoCAD SHX Text Ф
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 13'-6"
AutoCAD SHX Text 24'-6"
AutoCAD SHX Text 35'-6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HOLE DIMENSIONS FROM GROUNDLINE (2" DIA. HOLES, UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
HOLE DIMENSIONS FROM POLE TIP (1" DIA. THREADED INSERTS UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
FACE D (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
6'-0" - BIRTH MARK / D
AutoCAD SHX Text
4'-0" - CANT HOLE / C-E
AutoCAD SHX Text
0'-0" - GROUND LINE
AutoCAD SHX Text
-1'-0" - GROUND LUG
AutoCAD SHX Text
-2'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-7'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-12'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-17'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-25'-0" - BASE
AutoCAD SHX Text
0'-0" - POLE TOP
AutoCAD SHX Text
0'-6" - SHIELD DE TEE / C-E
AutoCAD SHX Text
0'-9" - SHIELD DE TEE / F
AutoCAD SHX Text
12'-6" - TRAN AФ DE TEE / C-EФ DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
12'-9" - TRAN AФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
13'-0" - TRAN AФ DE TEE / C-E Ф DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
1'-0" - SHIELD DE TEE / C-E
AutoCAD SHX Text
1'-3" - SHIELD DE TEE / F
AutoCAD SHX Text
13'-3" - TRAN AФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
23'-6" - TRAN BФ DE TEE / C-EФ DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
23'-9" - TRAN BФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
24'-0" - TRAN BФ DE TEE / C-E Ф DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
24'-3" - TRAN BФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
34'-6" - TRAN CФ DE TEE / C-E Ф DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
34'-9" - TRAN CФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
35'-0" - TRAN CФ DE TEE / C-EФ DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
35'-3" - TRAN CФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
1'-9" - GUY PLATE / E
AutoCAD SHX Text
2'-3" - GUY PLATE / E
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
BIRTHMARK
AutoCAD SHX Text
GROUND LUGS
AutoCAD SHX Text
TOWARDS
AutoCAD SHX Text
STR#62B
AutoCAD SHX Text
TOWARDS
AutoCAD SHX Text
STR#61
AutoCAD SHX Text 13'-5" - TRAN AФ POST / D / 7/8" INSERT Ф POST / D / 7/8" INSERT POST / D / 7/8" INSERT
AutoCAD SHX Text 14'-7" - TRAN AФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 24'-5" - TRAN BФ POST / D / 7/8" INSERT Ф POST / D / 7/8" INSERT POST / D / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 25'-7" - TRAN BФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 35'-5" - TRAN CФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 36'-7" - TRAN CФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 88.9'
AutoCAD SHX Text 144°
AutoCAD SHX Text F
AutoCAD SHX Text 90°
AutoCAD SHX Text 72°
AutoCAD SHX Text B
AutoCAD SHX Text 14'-9" - TRAN AФ POST / B / 7/8" INSERT Ф POST / B / 7/8" INSERT POST / B / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 15'-11" - TRAN AФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 25'-9" - TRAN AФ POST / B / 7/8" INSERT Ф POST / B / 7/8" INSERT POST / B / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 26'-11" - TRAN AФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 36'-9" - TRAN AФ POST / B / 7/8" INSERT Ф POST / B / 7/8" INSERT POST / B / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 37'-11" - TRAN AФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
#57 STONE/2 KSI CONCRETE BACKFILL. SEE DIRECT EMBED CMP DESIGN DRAWING SH. 14
AutoCAD SHX Text
MGAE1-58 - PSA2 FOR THREE 3/4" GUYS W/ ANCHORS (SEE SHEET R6)
AutoCAD SHX Text
SSDI180G - INSERTS SHIELD FOR SPUN CONCRETE POLES (SEE SHEET R4)
AutoCAD SHX Text ISSDFP2C3*1590 - INSERTS INSULATOR FOR SPUN CONCRETE POLES, SINGLE DEADEND, SINGLE POST, GUY, 230kV (SEE SHEET R13) (TYP.)
AutoCAD SHX Text
MPG-1C/S-POLE GROUNDING DETAILS FOR CONCRETE/STEEL POLES (SEE SHEET R9)
AutoCAD SHX Text
MGAE1-58 - PSA1 FOR ONE 3/4" GUY W/ ANCHOR (SEE SHEET R6)
AutoCAD SHX Text
VNC ATTACH STR NO./CIRCUIT 62A/CIR 975 (SEE SHEET R11)
AutoCAD SHX Text
MVSDS - DETAILS FOR VIBRATION DAMPER FOR DEAD-END SHIELD (SEE SHEET R10)
AutoCAD SHX Text
MVDDI - DETAILS FOR VIBRATION DAMPER FOR DEAD-END INSULATORS (SEE SHEET R10)
AutoCAD SHX Text
SSSIN - INSERTS SHIELD FOR SPUN CONCRETE POLES (SEE SHEET R4)
AutoCAD SHX Text ISSDFP2C3*1590 - INSERTS (NO GUY) INSULATOR FOR SPUN CONCRETE POLES, SINGLE DEADEND, SINGLE POST, 230kV (SEE SHEET R13) (TYP.)
PROPOSED STR #62F POLE CONFIGURATION
MILLER SUBSTATION INTERCONNECT
N/A
TBD
TBD 9 OF 38
TR 1400
173283
05/01/24
JA
JA
PLAN
03/10/25
03/10/25
JA03/10/25 JA
JA09/19/25 JA
AJS12/01/25 JA
ELEVATION VIEW
STRUCTURE TYPE
C1241C*1590 DOUBLE DEADEND WITH JUMPER POST, FULL TENSION TO FULL TENSION, 3-PHASE
STRUCTURES 62F
GUY ARRANGEMENT
GROUND LUG LOCATIONS
AJS02/06/26 JA
POLE TIP VIEW
DRILLING DETAIL
AJS03/16/26 JA
AutoCAD SHX Text
ENGINEERING RECORD
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
STATUS
AutoCAD SHX Text
ASSIGNED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
CH'D
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
CH'D
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
BUILDING COMMUNITY
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
PROJECT DESIGN SEGMENT 8009839
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ISSUED FOR 30%%% DESIGN REVIEW
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN REVIEW
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN UPDATE
AutoCAD SHX Text 12'-0"
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 11'-0"
AutoCAD SHX Text 25'
AutoCAD SHX Text 90'
AutoCAD SHX Text
SPUN CONCRETE POLE
AutoCAD SHX Text
BIRTH MARK ON FACE D
AutoCAD SHX Text 25'
AutoCAD SHX Text 0'-3"
AutoCAD SHX Text IN-LINE FACE C (LOOKING EAST DIRECTION) EAST DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
FACE A (LOOKING SOUTH DIRECTION) SOUTH DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
3/4" 19 STRAND GUYS
AutoCAD SHX Text 77.2'
AutoCAD SHX Text 55.2'
AutoCAD SHX Text 55.25'
AutoCAD SHX Text 11'
AutoCAD SHX Text 11'
AutoCAD SHX Text 10.75'
AutoCAD SHX Text 66.0'
AutoCAD SHX Text NOTES: 1. PROVIDED SPUN CONCRETE TRANSMISSION POLES UTILIZE 1" DIA. THREADED PROVIDED SPUN CONCRETE TRANSMISSION POLES UTILIZE 1" DIA. THREADED INSERTS FOR ALL SHIELD ATTACHMENTS AND ALL DEAD-END TEE ATTACHMENTS. THE POLES UTILIZE " DIA. THREADED INSERTS FOR ALL 78" DIA. THREADED INSERTS FOR ALL TRANSMISSION POST/BRACE-POST INSULATOR ATTACHMENTS.
AutoCAD SHX Text
CONE STYLE POLE CAP (SUPPLIED/INSTALLED BY POLE MANUFACTURER)
AutoCAD SHX Text
FOR
AutoCAD SHX Text
FROM POLE TOP
AutoCAD SHX Text
FROM POLE GROUNDLINE
AutoCAD SHX Text
SHIELD
AutoCAD SHX Text
TRANS A
AutoCAD SHX Text Ф
AutoCAD SHX Text
TRANS B
AutoCAD SHX Text Ф
AutoCAD SHX Text
TRANS C
AutoCAD SHX Text Ф
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 13'-6"
AutoCAD SHX Text 24'-6"
AutoCAD SHX Text 35'-6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 88.9'
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
#57 STONE/2 KSI CONCRETE BACKFILL. SEE DIRECT EMBED CMP DESIGN DRAWING SH. 14
AutoCAD SHX Text
MGAE1-58 - PSA2 FOR THREE 3/4" GUYS W/ ANCHORS (SEE SHEET R6)
AutoCAD SHX Text
SSDI180G - INSERTS SHIELD FOR SPUN CONCRETE POLES (SEE SHEET R4)
AutoCAD SHX Text ISSDFP2C3*1590 - INSERTS INSULATOR FOR SPUN CONCRETE POLES, SINGLE DEADEND, SINGLE POST, GUY, 230kV (SEE SHEET R13) (TYP.)
AutoCAD SHX Text
MPG-1C/S-POLE GROUNDING DETAILS FOR CONCRETE/STEEL POLES (SEE SHEET R9)
AutoCAD SHX Text
MGAE1-58 - PSA1 FOR ONE 3/4" GUY W/ ANCHOR (SEE SHEET R6)
AutoCAD SHX Text
VNC ATTACH STR NO./CIRCUIT 62F/CIR 941 (SEE SHEET R11)
AutoCAD SHX Text
MVSDS - DETAILS FOR VIBRATION DAMPER FOR DEAD-END SHIELD (SEE SHEET R10)
AutoCAD SHX Text
MVDDI - DETAILS FOR VIBRATION DAMPER FOR DEAD-END INSULATORS (SEE SHEET R10)
AutoCAD SHX Text
SSSIN - INSERTS SHIELD FOR SPUN CONCRETE POLES (SEE SHEET RR4)
AutoCAD SHX Text
ISSUED FOR 90%%% DESIGN REVIEW
AutoCAD SHX Text ISSDFP2C3*1590 - INSERTS (NO GUY) INSULATOR FOR SPUN CONCRETE POLES, SINGLE DEADEND, SINGLE POST, 230kV (SEE SHEET R13) (TYP.)
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text
BIRTHMARK
AutoCAD SHX Text
GROUND LUGS
AutoCAD SHX Text
TOWARDS
AutoCAD SHX Text
STR#62E
AutoCAD SHX Text
TOWARDS
AutoCAD SHX Text
STR#63
AutoCAD SHX Text F
AutoCAD SHX Text 90°
AutoCAD SHX Text 72°
AutoCAD SHX Text B
AutoCAD SHX Text
HOLE DIMENSIONS FROM GROUNDLINE (2" DIA. HOLES, UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
HOLE DIMENSIONS FROM POLE TIP (1" DIA. THREADED INSERTS UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
FACE D (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
6'-0" - BIRTH MARK / D
AutoCAD SHX Text
4'-0" - CANT HOLE / C-E
AutoCAD SHX Text
0'-0" - GROUND LINE
AutoCAD SHX Text
-1'-0" - GROUND LUG
AutoCAD SHX Text
-2'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-7'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-12'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-17'-0" - CANT HOLE / C-E
AutoCAD SHX Text
-25'-0" - BASE
AutoCAD SHX Text
0'-0" - POLE TOP
AutoCAD SHX Text
0'-6" - SHIELD DE TEE / C-E
AutoCAD SHX Text
0'-9" - SHIELD DE TEE / F
AutoCAD SHX Text
12'-6" - TRAN AФ DE TEE / C-EФ DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
12'-9" - TRAN AФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
13'-0" - TRAN AФ DE TEE / C-E Ф DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
1'-0" - SHIELD DE TEE / C-E
AutoCAD SHX Text
1'-3" - SHIELD DE TEE / F
AutoCAD SHX Text
13'-3" - TRAN AФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
23'-6" - TRAN BФ DE TEE / C-EФ DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
23'-9" - TRAN BФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
24'-0" - TRAN BФ DE TEE / C-E Ф DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
24'-3" - TRAN BФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
34'-6" - TRAN CФ DE TEE / C-E Ф DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
34'-9" - TRAN CФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
35'-0" - TRAN CФ DE TEE / C-EФ DE TEE / C-E DE TEE / C-E
AutoCAD SHX Text
35'-3" - TRAN CФ DE TEE / F Ф DE TEE / F DE TEE / F
AutoCAD SHX Text
1'-9" - GUY PLATE / E
AutoCAD SHX Text
2'-3" - GUY PLATE / E
AutoCAD SHX Text 13'-5" - TRAN AФ POST / D / 7/8" INSERT Ф POST / D / 7/8" INSERT POST / D / 7/8" INSERT
AutoCAD SHX Text 14'-7" - TRAN AФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 24'-5" - TRAN BФ POST / D / 7/8" INSERT Ф POST / D / 7/8" INSERT POST / D / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 25'-7" - TRAN BФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 35'-5" - TRAN CФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 36'-7" - TRAN CФ POST / D / 7/8" INSERTФ POST / D / 7/8" INSERT POST / D / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 14'-9" - TRAN AФ POST / B / 7/8" INSERT Ф POST / B / 7/8" INSERT POST / B / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 15'-11" - TRAN AФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 25'-9" - TRAN AФ POST / B / 7/8" INSERT Ф POST / B / 7/8" INSERT POST / B / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 26'-11" - TRAN AФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 36'-9" - TRAN AФ POST / B / 7/8" INSERT Ф POST / B / 7/8" INSERT POST / B / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 37'-11" - TRAN AФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 144°
AutoCAD SHX Text
FO-TX-TLBD*72 DETAILS FOR BANDED FIBER OPTIC ATTACHMENT (SEE SHEET R11)
PROPOSED STR #62B POLE CONFIGURATION
MILLER SUBSTATION INTERCONNECT
N/A
TBD
TBD 10 OF 38
TR 1400
173283
05/01/24
JA
JA
PLAN
03/10/25
03/10/25
JA03/10/25 JA
JA09/19/25 JA
AJS12/01/25 JA
AJS02/06/26 JA
POLE TIP VIEW
ELEVATION VIEW
STRUCTURE TYPE
C1241C*1590 DOUBLE DEADEND WITH JUMPER POST, FULL TENSION TO FULL TENSION, 3-PHASE
STRUCTURES 62B
GUY ARRANGEMENT
DRILLING DETAIL
GROUND LUG LOCATIONS
1:1
2:1
3:1
1:1
2:1
3:1
AJS03/16/26 JA
AutoCAD SHX Text
ENGINEERING RECORD
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
STATUS
AutoCAD SHX Text
ASSIGNED
AutoCAD SHX Text
DESIGNED
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
NO.
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
CH'D
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
CH'D
AutoCAD SHX Text
APP'D
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
BUILDING COMMUNITY
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
PROJECT DESIGN SEGMENT 8009839
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ISSUED FOR 30%%% DESIGN REVIEW
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN REVIEW
AutoCAD SHX Text
ISSUED FOR 60%%% DESIGN UPDATE
AutoCAD SHX Text
MGAE1-35 - PSA3 FOR ONE 9/16" GUY W/ ANCHOR (SEE SHEET R6)
AutoCAD SHX Text
VNC ATTACH STR NO./CIRCUIT 62B/CIR 975 (SEE SHEET R11)
AutoCAD SHX Text
MVSDS - DETAILS FOR VIBRATION DAMPER FOR DEAD-END SHIELD (SEE SHEET R10)
AutoCAD SHX Text
MVDDI - DETAILS FOR VIBRATION DAMPER FOR DEAD-END INSULATORS (SEE SHEET R10)
AutoCAD SHX Text
MGNE1-36 FOR ONE 9/16" GUY (SEE SHEET R7)
AutoCAD SHX Text ISDD3FSC3*1590 - INSERTS INSULATOR FOR SPUN CONCRETE POLES, DOUBLE DEAD-END POST, GUY, 230kV (SEE SHEET R14) (TYP.)
AutoCAD SHX Text
ISSUED FOR 90%%% DESIGN REVIEW
AutoCAD SHX Text 25'
AutoCAD SHX Text IN-LINE FACE D (LOOKING NORTH DIRECTION) NORTH DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text FACE C (LOOKING NORTHWEST DIRECTION) NORTHWEST DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
9/16" 7 STRAND GUYS
AutoCAD SHX Text 41.5'
AutoCAD SHX Text 15.5'
AutoCAD SHX Text 55.25'
AutoCAD SHX Text 11'
AutoCAD SHX Text 11'
AutoCAD SHX Text 12'
AutoCAD SHX Text 28.0'
AutoCAD SHX Text
FOR
AutoCAD SHX Text
FROM POLE TOP
AutoCAD SHX Text
FROM POLE GROUNDLINE
AutoCAD SHX Text
SHIELD
AutoCAD SHX Text
TRANS A
AutoCAD SHX Text Ф
AutoCAD SHX Text
TRANS B
AutoCAD SHX Text Ф
AutoCAD SHX Text
TRANS C
AutoCAD SHX Text Ф
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 13'-6"
AutoCAD SHX Text 24'-6"
AutoCAD SHX Text 35'-6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
HOLE DIMENSIONS FROM GROUNDLINE (2" DIA. HOLES, UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
HOLE DIMENSIONS FROM POLE TIP (1" DIA. THREADED INSERTS UNLESS OTHERWISE NOTED)
AutoCAD SHX Text
FACE A (LOOKING SOUTH DIRECTION) SOUTH DIRECTION) DIRECTION) (NOT TO SCALE)
AutoCAD SHX Text
6'-0" - BIRTH MARK / A
AutoCAD SHX Text
4'-0" - CANT HOLE / C
AutoCAD SHX Text
0'-0" - GROUND LINE
AutoCAD SHX Text
-1'-0" - GROUND LUG
AutoCAD SHX Text
-2'-0" - CANT HOLE / C
AutoCAD SHX Text
-7'-0" - CANT HOLE / C
AutoCAD SHX Text
-12'-0" - CANT HOLE / C
AutoCAD SHX Text
-17'-0" - CANT HOLE / C
AutoCAD SHX Text
-25'-0" - BASE
AutoCAD SHX Text
0'-0" - POLE TOP
AutoCAD SHX Text
BIRTHMARK
AutoCAD SHX Text
TOWARDS
AutoCAD SHX Text
STR#62A
AutoCAD SHX Text
TOWARDS
AutoCAD SHX Text
STR#62C
AutoCAD SHX Text
0'-0" - POLE TOP
AutoCAD SHX Text
0'-6" - SHIELD DE TEE / A-D
AutoCAD SHX Text
0'-9" - SHIELD DE TEE / C
AutoCAD SHX Text
12'-6" - TRAN AФ DE TEE / A-DФ DE TEE / A-D DE TEE / A-D
AutoCAD SHX Text
12'-9" - TRAN AФ DE TEE / C Ф DE TEE / C DE TEE / C
AutoCAD SHX Text
13'-0" - TRAN AФ DE TEE / A-DФ DE TEE / A-D DE TEE / A-D
AutoCAD SHX Text
1'-0" - SHIELD DE TEE / A-D
AutoCAD SHX Text
1'-3" - SHIELD DE TEE / C
AutoCAD SHX Text
13'-3" - TRAN AФ DE TEE / C Ф DE TEE / C DE TEE / C
AutoCAD SHX Text
23'-6" - TRAN BФ DE TEE / A-DФ DE TEE / A-D DE TEE / A-D
AutoCAD SHX Text
23'-9" - TRAN BФ DE TEE / C Ф DE TEE / C DE TEE / C
AutoCAD SHX Text
24'-0" - TRAN BФ DE TEE / A-D Ф DE TEE / A-D DE TEE / A-D
AutoCAD SHX Text
24'-3" - TRAN BФ DE TEE / C Ф DE TEE / C DE TEE / C
AutoCAD SHX Text
34'-6" - TRAN CФ DE TEE / A-DФ DE TEE / A-D DE TEE / A-D
AutoCAD SHX Text
34'-9" - TRAN CФ DE TEE / C Ф DE TEE / C DE TEE / C
AutoCAD SHX Text
35'-0" - TRAN CФ DE TEE / A-DФ DE TEE / A-D DE TEE / A-D
AutoCAD SHX Text
35'-3" - TRAN CФ DE TEE / C Ф DE TEE / C DE TEE / C
AutoCAD SHX Text 14'-9" - TRAN AФ POST / B / 7/8" INSERT Ф POST / B / 7/8" INSERT POST / B / 7/8" INSERT 7/8" INSERT
AutoCAD SHX Text 15'-11" - TRAN AФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 25'-9" - TRAN BФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 26'-11" - TRAN BФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8" INSERT7/8" INSERT
AutoCAD SHX Text 36'-9" - TRAN CФ POST / B / 7/8" INSERTФ POST / B / 7/8" INSERT POST / B / 7/8"…
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