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RFP 7152-3 Galvanized Steel TM Poles - Drawings
EXHIBIT Denton Municipal Electric City of Denton, Texas TECHNICAL SPECIFICATION for Purchase of GALVANIZED STEEL TRANSMISSION POLES Edwards to South Pockrus TM Line Pole Drawings and Load Trees TPS-138DCU LOADING TREE INPUT PAGE For Denton Municipal Electric DC Bund. Tagent Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Construction Load 0.00 0.50 4.00 1.00 1.00 1.00 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (IN):1.00 450 5,090 3,774 5,750 5,090 2,535 0 (1) OPGW-8168 (OUT):179.00 450 5,090 3,774 5,750 5,090 2,535 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN):1.00 450 8,938 7,203 9,662 8,938 5,733 300 (4) Suwanee (OUT):179.00 450 8,938 7,203 9,662 8,938 5,733 300 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:(3) Arbutus (IN):1.00 450 5,672 4,268 6,490 5,672 2,209 10 (3) Arbutus (OUT):179.00 450 5,672 4,268 6,490 5,672 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:(3) Arbutus (IN):1.00 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (IN):1.00 450 4,401 3,341 5,177 4,401 1,574 0 (3) Arbutus (OUT):179.00 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (OUT):179.00 450 4,401 3,341 5,177 4,401 1,574 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:0 lbs.995 lbs.927 lbs. Point 2:0 lbs.9,450 lbs.5,221 lbs. Point 3:0 lbs.4,241 lbs.3,259 lbs. Point 4:0 lbs.5,368 lbs.4,209 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.668 lbs. Point 2:0 lbs.4,100 lbs.4,445 lbs. Point 3:0 lbs.1,261 lbs.2,836 lbs. Point 4:0 lbs.1,548 lbs.3,618 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:0 lbs.1,554 lbs.221 lbs. Point 2:0 lbs.10,856 lbs.1,484 lbs. Point 3:0 lbs.5,961 lbs.748 lbs. Point 4:0 lbs.7,676 lbs.946 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Construction Load Total Long.Total Vert.Total Trans. Point 1:0 lbs.663 lbs.431 lbs. Point 2:0 lbs.6,300 lbs.2,513 lbs. Point 3:0 lbs.2,827 lbs.1,506 lbs. Point 4:0 lbs.3,579 lbs.1,938 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.88 lbs. Point 2:0 lbs.4,100 lbs.800 lbs. Point 3:0 lbs.1,261 lbs.231 lbs. Point 4:0 lbs.1,548 lbs.286 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. 138kV Transmission Projects 4-Apr-19 DC Bund. Tagent FINAL RESOLVED LOADS TPS-138DCU For Denton Municipal Electric TUS-2DCU LOADING TREE INPUT PAGE For Denton Municipal Electric Sm. Ang. < 10 Deg Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Construction Load 0.00 0.50 4.00 1.00 1.00 1.00 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (IN):5.00 450 5,090 3,774 5,750 5,090 2,535 0 (1) OPGW-8168 (OUT):175.00 450 5,090 3,774 5,750 5,090 2,535 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN):5.00 450 8,938 7,203 9,662 8,938 5,733 300 (4) Suwanee (OUT):175.00 450 8,938 7,203 9,662 8,938 5,733 300 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:(3) Arbutus (IN):5.00 450 5,672 4,268 6,490 5,672 2,209 10 (3) Arbutus (OUT):175.00 450 5,672 4,268 6,490 5,672 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:(3) Arbutus (IN):5.00 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (IN):5.00 450 4,401 3,341 5,177 4,401 1,574 0 (3) Arbutus (OUT):175.00 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (OUT):175.00 450 4,401 3,341 5,177 4,401 1,574 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:0 lbs.995 lbs.2,096 lbs. Point 2:0 lbs.9,450 lbs.13,433 lbs. Point 3:0 lbs.4,241 lbs.7,165 lbs. Point 4:0 lbs.5,368 lbs.9,125 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.1,192 lbs. Point 2:0 lbs.4,100 lbs.8,450 lbs. Point 3:0 lbs.1,261 lbs.4,612 lbs. Point 4:0 lbs.1,548 lbs.5,858 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:0 lbs.1,554 lbs.1,103 lbs. Point 2:0 lbs.10,856 lbs.7,410 lbs. Point 3:0 lbs.5,961 lbs.3,733 lbs. Point 4:0 lbs.7,676 lbs.4,726 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Construction Load Total Long.Total Vert.Total Trans. Point 1:0 lbs.663 lbs.1,140 lbs. Point 2:0 lbs.6,300 lbs.7,492 lbs. Point 3:0 lbs.2,827 lbs.3,874 lbs. Point 4:0 lbs.3,579 lbs.4,919 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.442 lbs. Point 2:0 lbs.4,100 lbs.3,997 lbs. Point 3:0 lbs.1,261 lbs.1,155 lbs. Point 4:0 lbs.1,548 lbs.1,430 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. 138kV Transmission Projects 4-Apr-19 Sm. Ang. < 10 Deg FINAL RESOLVED LOADS TUS-2DCU For Denton Municipal Electric TRANSMISSION DETAIL 1 VANGS (TYP. 12 PLACES) NOTES TO POLE MFG: 1. NEMA PADS AT TOP OF POLE & 18" ABOVE GROUNDLINE. 2. POST INSULATOR BRACKETS IN ALL FOUR DIRECTIONS ON THE BI-SECTOR OF THE CONDUCTOR VANGS. SEE DETAIL 5. REDUCED REDUCED DETAIL 5 (TYP. 12 PLACES) 10'-0" A A 10'-0" 10'-0" 1'-0" 1'-0" 1 2 2 2 3 5 HT SEE DETAIL 5 FOR POST INSULATOR DETAILS 6'-0" 6'-0" 8'-0" 1'-0" 1'-0" 1'-0" 4 Ø 1 18" 118" 3" 22.5° POLE FACE EDGE OF TEMPLATE 3" 6" 5.75" FRONT ELEVATION PLAN VIEW POLE FACE Ø1316" FILE NAME: TUS-5AR.DWG BY: TEST APP'D BY: JWB SCALE: 1/8" = 1'-0"EJO: DME #32 DATE: 4/4/2019 LUBBOCK, TX SAN ANTONIO, TXDALLAS, TX 90° DEADEND REDUCED TENSION 80°-100° 138KV DENTON MUNICIPAL ELECTRIC TUS-5AR Plot Date: 4/4/2019 1:26:18 PMLocation: T:\CITY OF DENTON\32 - SPENCER TO POCKRUS\DRAWINGS\TUS-5AR.dwg User: Test A-A 1/2" = 1'-0" ITEM QTY.DESCRIPTION ASSEMBLY 11OHGW ASSEMBLY, DOUBLE DEADEND WITH CLAMP SW3 21OHGW ASSEMBLY, DEADEND SW2 36INSULATOR ASSEMBLY, DEADEND C2 41GROUND, POLE BASE G2 53INSULATOR ASSEMBLY, POST, JUMPER C3 DETAIL A 1-1/2" = 1'-0" TUS-5AR LOADING TREE INPUT PAGE For Denton Municipal Electric Reduced DE Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Construction Load 0.00 0.50 4.00 1.00 1.00 1.00 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) EHS (IN):50.00 200 2,000 1,374 2,587 2,000 566 0 (2) EHS (OUT):130.00 200 2,000 1,374 2,587 2,000 566 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(2) Suwanee (IN):50.00 200 3,000 2,230 3,793 3,000 1,316 150 (2) Suwanee (TAP):130.00 200 3,000 2,230 3,793 3,000 1,316 150 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:-2,121 lbs.545 lbs.7,802 lbs. Point 2:0 lbs.2,536 lbs.15,619 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:-883 lbs.123 lbs.3,277 lbs. Point 2:0 lbs.1,091 lbs.7,325 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:-1,829 lbs.973 lbs.6,540 lbs. Point 2:0 lbs.2,931 lbs.12,785 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Construction Load Total Long.Total Vert.Total Trans. Point 1:-1,286 lbs.364 lbs.4,684 lbs. Point 2:0 lbs.1,691 lbs.9,373 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:-364 lbs.123 lbs.1,301 lbs. Point 2:0 lbs.1,091 lbs.4,032 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. 138kV Transmission Projects 4-Apr-19 Reduced DE FINAL RESOLVED LOADS TUS-5AR For Denton Municipal Electric SECTION X-X NTS 8'-0" 14'-0" XX 1 11'-0" 2 2 11'-0" 2 2 57" 1 5 4 3 4 4'-0" C 6'-0" A B X-ARM A X-ARM B 8 6 7 9 DETAIL A BRACKETS DETAIL 4 VANGS 30° 30° 17'-0" 3 DISTRIBUTION X-ARM A 30° 30° DISTRIBUTION X-ARM B 30° 30° 6'-0" TYP SEE DETAIL Z 6" TYP 6" 4.25" 3'-4" 3'-0" 4.25" 1'-0" 1'-0" FILE NAME: TUS-7GAU-2.DWG BY: TEST APP'D BY: JWB SCALE: 3/32" = 1'-0"EJO: DME #32 DATE: 4/4/2019 LUBBOCK, TX SAN ANTONIO, TXDALLAS, TX DEADEND, 40°-60° FULL TENSION 138KV DENTON MUNICIPAL ELECTRIC TUS-7GAU-2 Plot Date: 4/4/2019 10:15:47 AMLocation: T:\CITY OF DENTON\32 - SPENCER TO POCKRUS\DRAWINGS\TUS-7GAU-2.dwg User: Test ITEM QTY.DESCRIPTION ASSEMBLY 1 12 DEADEND INSULATOR ASSEMBLY C2 2 6 CROSSARM ASSEMBLY, TRANSMISSION TC-11B 3 2 OPGW DEADEND ASSEMBLY, WITH GROUNDING F4 4 6 VERTICAL LINE POST INSULATOR ASSEMBLY C4 5 12 SPACER ASSEMBLY, FOR BUNDLED JUMPERS 6 1 CROSSARM ASSEMBLY, DISTRIBUTION, DE 3 POSITION, CROSSARM A TC-8A 71CROSSARM ASSEMBLY, DISTRIBUTION, DE 4 POSITION, CROSSARM B TC-8B 8 1 GROUND DISTRIBUTION TM-10S 9 1 GROUND, POLE BASE G2 Z 1/2" = 1'-0" HT (FT) A (FT) B (FT) C (FT) 95 26.4 34 38 100 31.4 39 43 105 36.4 44 48 TUS-7GAU-2 LOADING TREE INPUT PAGE For Denton Municipal Electric DC DE w/ DC UB Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Construction Load 0.00 0.50 4.00 1.00 1.00 1.00 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (IN):30.00 450 5,090 3,774 5,750 5,090 2,535 0 (1) OPGW-8168 (OUT):150.00 450 5,090 3,774 5,750 0 2,535 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN):30.00 450 8,938 7,203 9,662 8,938 5,733 75 (4) Suwanee (OUT):150.00 450 8,938 7,203 9,662 0 5,733 75 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:(3) Arbutus (IN):30.00 450 5,672 4,268 6,490 5,672 2,209 10 (3) Arbutus (OUT):150.00 450 5,672 4,268 6,490 0 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:(3) Arbutus (IN):30.00 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (IN):30.00 450 4,401 3,341 5,177 4,401 1,574 0 (3) Arbutus (OUT):150.00 450 5,672 4,268 6,490 0 2,209 10 (1) Mistletoe (OUT):150.00 450 4,401 3,341 5,177 0 1,574 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:0 lbs.995 lbs.8,948 lbs. Point 2:0 lbs.8,100 lbs.61,729 lbs. Point 3:0 lbs.4,241 lbs.30,050 lbs. Point 4:0 lbs.5,368 lbs.37,915 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.4,239 lbs. Point 2:0 lbs.3,200 lbs.31,791 lbs. Point 3:0 lbs.1,261 lbs.14,873 lbs. Point 4:0 lbs.1,548 lbs.18,791 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:0 lbs.1,554 lbs.6,325 lbs. Point 2:0 lbs.9,866 lbs.42,513 lbs. Point 3:0 lbs.5,961 lbs.21,417 lbs. Point 4:0 lbs.7,676 lbs.27,112 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Construction Load Total Long.Total Vert.Total Trans. Point 1:4,408 lbs.332 lbs.2,655 lbs. Point 2:30,962 lbs.2,850 lbs.18,424 lbs. Point 3:14,736 lbs.1,429 lbs.8,903 lbs. Point 4:18,548 lbs.1,804 lbs.11,224 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.2,535 lbs. Point 2:0 lbs.3,200 lbs.22,932 lbs. Point 3:0 lbs.1,261 lbs.6,627 lbs. Point 4:0 lbs.1,548 lbs.8,201 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. 138kV Transmission Projects 4-Apr-19 DC DE w/ DC UB FINAL RESOLVED LOADS TUS-7GAU-2 For Denton Municipal Electric SECTION X-X NTS DETAIL 4 VANGS AA X 3 14'-0" 1 11'-0" 2 2 11'-0" 4'-6" 4'-6" 4'-6" * * * 2 2 3 5 SEE NOTE1 3'-0" C A B 2'-0" 5 8 7 4 9 ARM A (TC-7A) ARM C (TC-7B) 55" NOTES TO POLE MFG: 1. APPLICATIONS FROM 80°-90° SHALL HAVE 10'-0" ARMS. 2. APPLICATION FROM 90°-100° SHALL HAVE 11'-0" ARMS. 3. ADD DETAIL 5 BRACKETS TO FRONT & BACK OF POLE AT * LOCATIONS. 3'-0" 4'-0" 6'-0" 6'-0" TYP SEE DETAIL Z NOTE 1 SEE DETAIL A/ COMMUNICATION (TYP. 32 PLACES) 17'-0" ARM D (TC-7B) ARM B (TC-7A) 6 6 6 4 X Ø 1 18" 118" 3" 22.5° POLE FACE EDGE OF TEMPLATE 3'-0" 6" TYP 6"4.25" 3'-4" 1'-0" 1'-0" 4.25" 3" 6" 5.75" FRONT ELEVATION PLAN VIEW POLE FACE Ø1316" FILE NAME: TUS-7GU.DWG BY: TEST APP'D BY: JWB SCALE: 3/32" = 1'-0"EJO: DME #32 DATE: 4/4/2019 LUBBOCK, TX SAN ANTONIO, TXDALLAS, TX 80° - 100° DEADEND, FULL TENSION, 138 KV DENTON MUNICIPAL ELECTRIC TUS-7GU Plot Date: 4/4/2019 10:15:50 AMLocation: T:\CITY OF DENTON\32 - SPENCER TO POCKRUS\DRAWINGS\TUS-7GU.dwg User: Test A-A 1/2" = 1'-0" ITEM QTY.DESCRIPTION ASSEMBLY 1 12 DEADEND INSULATOR ASSEMBLY C2 2 6 CROSSARM ASSEMBLY, TRANSMISSION (SEE ALSO DETAIL 8)TC-11B 3 1 OPGW DEADEND ASSEMBLY, WITH GROUNDING F4 4 6 VERTICAL LINE POST INSULATOR ASSEMBLY C4 5 12 SPACER ASSEMBLY, FOR BUNDLED JUMPERS 6 2 CROSSARM ASSEMBLY, DISTRIBUTION, DE 3 POSITION, CROSSARMS A & B TC-7A 72CROSSARM ASSEMBLY, DISTRIBUTION, DE 4 POSITION, CROSSARMS C & D TC-7B 8 2 GROUND DISTRIBUTION TM-10S 9 1 GROUND, POLE BASE G2 Z 1/4" = 1'-0" DETAIL A 1-1/2" = 1'-0" HT (FT) A (FT) B (FT) C (FT) 95 19.9 28 32 100 24.9 33 37 105 29.9 38 42 TUS-7GU LOADING TREE INPUT PAGE For Denton Municipal Electric DC DE w/ DC UB Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Construction Load 0.00 0.50 4.00 1.00 1.00 1.00 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (OUT):130.00 450 5,090 3,774 5,750 5,090 2,535 0 (1) OPGW-8168 (IN):50.00 450 5,090 3,774 5,750 0 2,535 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (OUT):130.00 450 8,938 7,203 9,662 8,938 5,733 150 (4) Suwanee (IN):50.00 450 8,938 7,203 9,662 0 5,733 150 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:(3) Arbutus (OUT):130.00 450 5,672 4,268 6,490 5,672 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:(3) Arbutus (IN):50.00 450 5,672 4,268 6,490 5,672 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:(3) Arbutus (OUT):130.00 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (OUT):130.00 450 4,401 3,341 5,177 4,401 1,574 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:(3) Arbutus (IN):50.00 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (IN):50.00 450 4,401 3,341 5,177 4,401 1,574 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:0 lbs.995 lbs.13,275 lbs. Point 2:0 lbs.8,550 lbs.92,412 lbs. Point 3:-18,047 lbs.2,120 lbs.22,240 lbs. Point 4:18,047 lbs.2,120 lbs.22,240 lbs. Point 5:-22,715 lbs.2,684 lbs.28,027 lbs. Point 6:22,715 lbs.2,684 lbs.28,027 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.6,127 lbs. Point 2:0 lbs.3,500 lbs.46,354 lbs. Point 3:-8,230 lbs.630 lbs.10,576 lbs. Point 4:8,230 lbs.630 lbs.10,576 lbs. Point 5:-10,378 lbs.774 lbs.13,350 lbs. Point 6:10,378 lbs.774 lbs.13,350 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:0 lbs.1,554 lbs.9,690 lbs. Point 2:0 lbs.10,196 lbs.65,133 lbs. Point 3:-13,767 lbs.2,981 lbs.16,406 lbs. Point 4:13,767 lbs.2,981 lbs.16,406 lbs. Point 5:-17,427 lbs.3,838 lbs.20,769 lbs. Point 6:17,427 lbs.3,838 lbs.20,769 lbs. Construction Load Total Long.Total Vert.Total Trans. Point 1:-3,272 lbs.332 lbs.3,981 lbs. Point 2:-22,981 lbs.3,150 lbs.27,794 lbs. Point 3:-10,938 lbs.1,414 lbs.13,328 lbs. Point 4:10,938 lbs.1,414 lbs.13,328 lbs. Point 5:-13,767 lbs.1,789 lbs.16,789 lbs. Point 6:13,767 lbs.1,789 lbs.16,789 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:0 lbs.256 lbs.3,884 lbs. Point 2:0 lbs.3,500 lbs.35,134 lbs. Point 3:-4,260 lbs.630 lbs.5,077 lbs. Point 4:4,260 lbs.630 lbs.5,077 lbs. Point 5:-5,272 lbs.774 lbs.6,282 lbs. Point 6:5,272 lbs.774 lbs.6,282 lbs. 138kV Transmission Projects 4-Apr-19 DC DE w/ DC UB FINAL RESOLVED LOADS TUS-7GU For Denton Municipal Electric R FTFT R SECTION X-X NTS DETAIL 4 VANGS AA XX 3 14'-0" 1 11'-0" 2 2 11'-0" 17'-0" 7'-0" SEE DETAIL 8 4'-6" 4'-6" 4'-6" 8'-0" * * * SEE DETAIL 5 FOR POST INSULATOR BRACKET DETAILS 3 2 3 4 8'-0"1 3'-0" C A B 2'-0" 7 10 8 9 5 11 ARM A (TC-7C) ARM B (TC-7C) 55" NOTES: 1. TRANSMISSION ARMS TO BE 8'-0". 2. ADD DETAIL 5 BRACKETS TO FRONT & BACK OF POLE AT * LOCATIONS. 3'-0" 4'-0" 95' POLE 6'-0" SEE DETAIL Z 6' TYP Ø 1 18" 118" 3" 22.5° POLE FACE EDGE OF TEMPLATE 2'-6" 6"6"6"6"6" 4.25" 3'-4" 1'-0" 1'-0" 1'-0" ARRESTER BRACKET NEUTRAL (OPTIONAL) LIGHTING CIRCUIT LIGHTING FIXTURE (1116"Ø) COMMUNICATION CIRCUIT COMMUNICATION CIRCUIT COMMUNICATION CIRCUIT COMMUNICATION CIRCUIT 4.25" FILE NAME: TUS-7GU-2M.DWG BY: TEST APP'D BY: JWB SCALE: 3/32" = 1'-0"EJO: DME #32 DATE: 4/4/2019 LUBBOCK, TX SAN ANTONIO, TXDALLAS, TX 80° - 100° DEADEND, FULL TENSION, 138 KV DENTON MUNICIPAL ELECTRIC TUS-7GU-2M Plot Date: 4/4/2019 10:15:51 AMLocation: T:\CITY OF DENTON\32 - SPENCER TO POCKRUS\DRAWINGS\TUS-7GU-2M.dwg User: Test A-A 1/2" = 1'-0" ITEM QTY.DESCRIPTION ASSEMBLY 1 12 DEADEND INSULATOR ASSEMBLY C2 2 3 DEADEND INSULATOR ASSEMBLY, DOUBLE TONGUE C2A 36CROSSARM ASSEMBLY, TRANSMISSION (SEE ALSO DETAIL 8)TC-11B 4 3 OPGW DEADEND ASSEMBLY, WITH GROUNDING F3 5 1 OHGW, DEADEND, SINGLE SW2 66VERTICAL LINE POST INSULATOR ASSEMBLY C4 712SPACER ASSEMBLY, FOR BUNDLED JUMPERS 8 1 CROSSARM ASSEMBLY, DISTRIBUTION, DE 3 POSITION, CROSSARMS A TC-7C 9 1 CROSSARM ASSEMBLY, DISTRIBUTION, DE 4 POSITION, CROSSARMS B TC-7C 10 1 GROUND, DISTRIBUTION TM-10S 11 1 GROUND, POLE BASE G2 12 3 (OPTIONAL) POST INSULATOR FOR JUMPER (C3) Z 1/4" = 1'-0" HT (FT) A (FT) B (FT) C (FT) 90 17.9 26.5 30 95 22.9 31.5 35 100 27.9 36.5 40 105 32.9 41.5 45 TUS-7GU-2M LOADING TREE INPUT PAGE For Denton Municipal Electric DC DE w/ DC UB Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Heavy DE 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (TAP):89.50 200 1,500 1,071 2,094 0 412 0 (1) OPGW-8168 (OUT):179.50 450 5,090 3,774 5,750 5,090 2,535 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(2) Suwanee (TAP):89.50 200 3,000 2,232 3,794 0 1,314 300 (4) Suwanee (OUT):179.50 450 8,938 7,203 9,662 8,938 5,733 300 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:(3) Arbutus (OUT):179.50 450 5,672 4,268 6,490 5,672 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:(3) Arbutus (OUT):179.50 450 5,672 4,268 6,490 5,672 2,209 10 (1) Mistletoe (OUT):179.50 450 4,401 3,341 5,177 4,401 1,574 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Brinker 288 Loop 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:-8,377 lbs.769 lbs.2,866 lbs. Point 2:-58,902 lbs.6,218 lbs.11,998 lbs. Point 3:-28,075 lbs.2,120 lbs.1,385 lbs. Point 4:-35,337 lbs.2,684 lbs.1,796 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:-3,765 lbs.198 lbs.1,373 lbs. Point 2:-28,772 lbs.2,745 lbs.6,439 lbs. Point 3:-12,804 lbs.630 lbs.1,306 lbs. Point 4:-16,144 lbs.774 lbs.1,668 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:-6,305 lbs.1,201 lbs.2,359 lbs. Point 2:-42,438 lbs.7,058 lbs.8,717 lbs. Point 3:-21,416 lbs.2,981 lbs.187 lbs. Point 4:-27,111 lbs.3,838 lbs.237 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy DE Total Long.Total Vert.Total Trans. Point 1:-8,398 lbs.498 lbs.390 lbs. Point 2:-58,989 lbs.5,175 lbs.2,096 lbs. Point 3:-28,075 lbs.2,120 lbs.1,385 lbs. Point 4:-35,337 lbs.2,684 lbs.1,796 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:-2,531 lbs.198 lbs.434 lbs. Point 2:-22,908 lbs.2,745 lbs.2,828 lbs. Point 3:-6,627 lbs.630 lbs.58 lbs. Point 4:-8,201 lbs.774 lbs.72 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. 138kV Brinker 288 Loop 4-Apr-19 DC DE w/ DC UB FINAL RESOLVED LOADS TUS-7GU-2M For Denton Municipal Electric TUS-7GU-2M - FT DE Arm LOADING TREE INPUT PAGE For Denton Municipal Electric Right Arm Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Heavy DE 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:N/A 89.50 200 1,500 1,071 2,094 0 412 0 N/A 179.50 450 5,090 3,774 5,750 5,090 2,535 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:N/A 89.50 200 3,000 2,232 3,794 0 1,314 300 (2) Suwanee (OUT):179.50 450 8,938 7,203 9,662 8,938 5,733 300 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 179.50 450 5,672 4,268 6,490 5,672 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 179.50 450 5,672 4,268 6,490 5,672 2,209 10 N/A 179.50 450 4,401 3,341 5,177 4,401 1,574 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Brinker 288 Loop 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-29,494 lbs.2,362 lbs.1,048 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-14,405 lbs.1,025 lbs.986 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-21,256 lbs.2,714 lbs.185 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy DE Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-29,494 lbs.2,362 lbs.1,048 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-11,466 lbs.1,025 lbs.100 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. 138kV Brinker 288 Loop 4-Apr-19 Right Arm FINAL RESOLVED LOADS TUS-7GU-2M - FT DE Arm For Denton Municipal Electric TUS-7GU-2M LOADING TREE INPUT PAGE For Denton Municipal Electric Tap Arm Vertical Span = Span + 100 ft.LOAD CASE Temp.Ice Wind Tens.Vert.Wind NAME (deg. F)(in.)(psf)OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph)60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Heavy DE 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No.Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:N/A 89.50 200 1,500 1,071 2,094 0 412 0 N/A 179.50 450 5,090 3,774 5,750 5,090 2,535 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(2) Suwanee (TAP):89.50 200 3,000 2,232 3,794 0 1,314 300 (2) Suwanee (OUT):179.50 450 8,938 7,203 9,662 8,938 5,733 300 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 179.50 450 5,672 4,268 6,490 5,672 2,209 10 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 179.50 450 5,672 4,268 6,490 5,672 2,209 10 N/A 179.50 450 4,401 3,341 5,177 4,401 1,574 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Brinker 288 Loop 4-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-29,408 lbs.3,856 lbs.10,951 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. High Wind (90 mph)Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-14,366 lbs.1,720 lbs.5,453 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy Ice Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-21,183 lbs.4,344 lbs.8,532 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Heavy DE Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-29,494 lbs.2,812 lbs.1,048 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. Normal/Camber Total Long.Total Vert.Total Trans. Point 1:0 lbs.0 lbs.0 lbs. Point 2:-11,443 lbs.1,720 lbs.2,728 lbs. Point 3:0 lbs.0 lbs.0 lbs. Point 4:0 lbs.0 lbs.0 lbs. Point 5:0 lbs.0 lbs.0 lbs. Point 6:0 lbs.0 lbs.0 lbs. 138kV Brinker 288 Loop 4-Apr-19 Tap Arm FINAL RESOLVED LOADS TUS-7GU-2M For Denton Municipal Electric Cooper Creek to Arco TM Line Pole Drawings and Load Trees ITEM QTY.DESCRIPTION CAT. # 1 6 INSULATOR ASSEMBLY, BRACED POST, BUNDLED SUWANEE C1 2 1 OPGW ASSEMBLY, SUSPENSION, TANGENT, WITH GROUNDING F1 3 1 GROUND, POLE BASE, WITHOUT GROUND RODS G4 FILE NAME: TPS-138DC-M1.DWG BY: PEI APP'D BY: PEI SCALE: 3/32" = 1'-0"EJO: DME #1 DATE: 5/10/2019 STEEL TANGENT 0° - 2° 138KV DENTON MUNICIPAL ELECTRIC TPS-138DC-M1 Plot Date: 5/10/2019 1:34:08 PMNOTES: 1.EMBEDMENT WILL VARY DEPENDING ON SOIL REPORT ANALYSIS. 2.SEE DETAIL 6 FOR NEMA PAD DETAIL. STAINLESS STEEL PAD WITH STAINLESS STEEL BOLTS TO BE PROVIDED BY POLE SUPPLIER. 16'-0" 15'-0" 15'-0" 8'-0" 6'-0" 6'-0" HT DETAIL 1 VANGS SEE DETAIL 5 FOR POST INSULATOR BRACKET DETAILS DETAIL 1 VANGS BOTH SIDES 10%+6'-0" DETAIL 113"DETAIL A BRACKETSLocation: R:\Projects\DENTON MUNICIPAL DRAWINGS\SGS FILES\Current SGS Drawings\TPS-138DC-M1.dwg User: VanLanen, Mark1 2 2 2 2 1 3 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX Energizing tomorrow's community today! TPS-138DC-M1 LOADING TREE INPUT PAGE For Denton Municipal Electric DC Bund. Tangent Vertical Span = Span + 100 ft. LOAD CASE Temp. Ice Wind Tens. Vert. Wind NAME (deg. F) (in.) (psf) OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph) 60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Contruction Load 0.00 0.50 4.00 1.00 1.00 1.00 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No. Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (IN): 1.00 700 6,064 4,433 7,236 6,064 2,898 0 (1) OPGW-8168 (OUT): 179.00 700 6,064 4,433 7,236 6,064 2,898 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN): 1.00 700 10,478 8,445 11,850 10,478 6,851 400 (4) Suwanee (OUT): 179.00 700 10,478 8,445 11,850 10,478 6,851 400 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 25-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 1,448 lbs. 1,336 lbs. Point 2: 0 lbs. 13,527 lbs. 7,332 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. High Wind (90 mph) Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 372 lbs. 989 lbs. Point 2: 0 lbs. 5,818 lbs. 6,530 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Heavy Ice Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 2,261 lbs. 278 lbs. Point 2: 0 lbs. 15,630 lbs. 1,820 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Contruction Load Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 965 lbs. 606 lbs. Point 2: 0 lbs. 9,018 lbs. 3,430 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Normal/Camber Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 372 lbs. 101 lbs. Point 2: 0 lbs. 5,818 lbs. 957 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. 138kV Transmission Projects 25-Apr-19 DC Bund. Tangent FINAL RESOLVED LOADS TPS-138DC-M1 For Denton Municipal Electric ITEM QTY.DESCRIPTION ASSEMBLY 1 12 DEADEND INSULATOR ASSEMBLY C2 2 6 CROSSARM ASSEMBLY, TRANSMISSION TC-11B 3 2 OPGW DEADEND ASSEMBLY F4 4 6 VERTICAL LINE POST INSULATOR ASSEMBLY C4 5 12 SPACER ASSEMBLY, FOR BUNDLED JUMPERS 6 1 GROUND, POLE BASE, WITHOUT GROUND RODS G5 FILE NAME: TUS-7GX-M1.DWG BY: PEI APP'D BY: PEI SCALE: 1/8" = 1'-0"EJO: DME #1 DATE: 5/10/2019 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX STEEL DEADEND 0°-3° FULL TENSION 138KV DENTON MUNICIPAL ELECTRIC TUS-7GX-M1 Plot Date: 5/15/2019 9:19:10 AMLocation: R:\Projects\DENTON MUNICIPAL DRAWINGS\SGS FILES\Current SGS Drawings\TUS-7GX-M1.dwg User: VanLanen, MarkA-A 1/2" = 1'-0" SEE DETAIL 6 FOR NEMA PAD DETAIL. STAINLESS STEEL PAD WITH STAINLESS STEEL BOLTS TO BE PROVIDED BY POLE SUPPLIER. 1. NOTES: Energizing tomorrow's community today! DETAIL X 1 2 2 2 7'-0" X X 14'-0" 15'-0" 15'-0" 57" DETAIL A BRACKETS DETAIL 11 8'-0" 6'-0" 6'-0" 2 1 3 4 6 Ø11 8"11 8" 3" 22.5° POLE FACE EDGE OF TEMPLATE TUS-7GX-M1 LOADING TREE INPUT PAGE For Denton Municipal Electric DE Double Circuit Vertical Span = Span + 100 ft. LOAD CASE Temp. Ice Wind Tens. Vert. Wind NAME (deg. F) (in.) (psf) OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph) 60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):NESC Heavy DE 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No. Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (IN): 1.50 600 6,064 4,433 7,236 6,064 2,898 0 (1) OPGW-8168 (OUT): 178.50 600 6,064 4,433 7,236 0 2,898 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN): 1.50 600 10,478 8,445 11,850 10,478 6,851 400 (4) Suwanee (OUT): 178.50 600 10,478 8,445 11,850 0 6,851 400 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 25-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 1,267 lbs. 1,369 lbs. Point 2: 0 lbs. 12,136 lbs. 7,835 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. High Wind (90 mph) Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 326 lbs. 947 lbs. Point 2: 0 lbs. 5,290 lbs. 6,354 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Heavy Ice Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 1,978 lbs. 417 lbs. Point 2: 0 lbs. 13,896 lbs. 2,730 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. NESC Heavy DE Total Long. Total Vert. Total Trans. Point 1: 10,002 lbs. 633 lbs. 685 lbs. Point 2: 69,131 lbs. 7,268 lbs. 3,918 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Normal/Camber Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 326 lbs. 152 lbs. Point 2: 0 lbs. 5,290 lbs. 1,435 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. 138kV Transmission Projects 25-Apr-19 DE Double Circuit FINAL RESOLVED LOADS TUS-7GX-M1 For Denton Municipal Electric TUS-7GA LOADING TREE INPUT PAGE For Denton Municipal Electric DE Double Circuit Vertical Span = Span + 100 ft. LOAD CASE Temp. Ice Wind Tens. Vert. Wind NAME (deg. F) (in.) (psf) OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph) 60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):NESC Heavy DE 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No. Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (OUT): 20.00 600 6,064 4,433 7,236 6,064 2,898 0 (1) OPGW-8168 (IN): 160.00 600 6,064 4,433 7,236 0 2,898 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (OUT): 20.00 600 10,478 8,445 11,850 10,478 6,851 400 (4) Suwanee (IN): 160.00 600 10,478 8,445 11,850 0 6,851 400 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 000000 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 9-Oct-18 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 1,267 lbs. 7,639 lbs. Point 2: 0 lbs. 12,136 lbs. 51,266 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. High Wind (90 mph) Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 326 lbs. 3,704 lbs. Point 2: 0 lbs. 5,290 lbs. 27,417 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Heavy Ice Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 1,978 lbs. 5,445 lbs. Point 2: 0 lbs. 13,896 lbs. 35,666 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. NESC Heavy DE Total Long. Total Vert. Total Trans. Point 1: 9,402 lbs. 633 lbs. 3,819 lbs. Point 2: 64,984 lbs. 7,268 lbs. 25,633 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs.0 lbs. 0 lbs. Normal/Camber Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 326 lbs. 1,982 lbs. Point 2: 0 lbs. 5,290 lbs. 18,745 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. 138kV Transmission Projects 9-Oct-18 DE Double Circuit FINAL RESOLVED LOADS TUS-7GA For Denton Municipal Electric ITEM QTY.DESCRIPTION ASSEMBLY 1 6 INSULATOR ASSEMBLY, BRACED POST C1 2 1 OPGW ASSEMBLY, DEADEND DOUBLE, WITH GROUNDING F4 3 1 GROUND, POLE BASE, WITHOUT GROUND RODS G5 4 1 OHGW DEADEND SW-2 FILE NAME: TPS-138DCX.DWG BY: PEI APP'D BY: PEI SCALE: 3/32" = 1'-0"EJO: DME #1 DATE: 5/10/2019 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX STEEL TANGENT 0°-2° 138KV DENTON MUNICIPAL ELECTRIC TPS-138DCX Plot Date: 5/15/2019 9:19:43 AMLocation: R:\Projects\DENTON MUNICIPAL DRAWINGS\SGS FILES\Current SGS Drawings\TPS-138DCX.dwg User: VanLanen, MarkOPGW PLAN VIEW NTS Energizing tomorrow's community today! 6'-0" 6'-0" 8'-0" 15'-0" 15'-0" 16'-0" SEE DETAIL 5 FOR POST INSULATOR BRACKET DETAILS DETAIL 1 VANGS BOTH SIDES HT 6" DETAIL 3 VANGS BOTH SIDES DETAIL 1 VANGS SEE DETAIL 6 FOR NEMA PAD DETAIL. STAINLESS STEEL PAD WITH STAINLESS STEEL BOLTS TO BE PROVIDED BY POLE SUPPLIER.6"3"DETAIL A BRACKETS NOTES: 1. DETAIL 11 3 4 1 3 1 2 2 2 DETAIL 3DETAIL 1 TPS-138DCX LOADING TREE INPUT PAGE For Denton Municipal Electric DC Bund. Tangent Vertical Span = Span + 100 ft. LOAD CASE Temp. Ice Wind Tens. Vert. Wind NAME (deg. F) (in.) (psf) OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph) 60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):Construction Load 0.00 0.50 4.00 1.00 1.00 1.00 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No. Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (IN): 1.00 600 6,064 4,433 7,236 6,064 2,898 0 (1) EHS (OUT): 1.00 600 6,000 4,761 6,735 6,000 4,315 0 (1) OPGW-8168 (OUT): 179.00 600 6,064 4,433 7,236 0 2,898 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN): 1.00 600 10,478 8,445 11,850 10,478 6,851 400 (4) Suwanee (OUT): 179.00 600 10,478 8,445 11,850 10,478 6,851 400 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 26-Jan-17 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long. Total Vert. Total Trans. Point 1: 9,898 lbs. 1,691 lbs. 1,707 lbs. Point 2: 0 lbs. 12,136 lbs. 6,629 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. High Wind (90 mph) Total Long. Total Vert. Total Trans. Point 1: 4,760 lbs. 421 lbs. 1,139 lbs. Point 2: 0 lbs. 5,290 lbs. 5,766 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Heavy Ice Total Long. Total Vert. Total Trans. Point 1: 7,407 lbs. 2,735 lbs. 407 lbs. Point 2: 0 lbs. 13,896 lbs. 1,820 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Construction Load Total Long. Total Vert. Total Trans. Point 1: 12,062 lbs. 705 lbs. 516 lbs. Point 2: 0 lbs. 8,091 lbs. 3,149 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Normal/Camber Total Long. Total Vert. Total Trans. Point 1: 4,314 lbs. 421 lbs. 0 lbs. Point 2: 0 lbs. 5,290 lbs. 0 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. 138kV Transmission Projects 26-Jan-17 DC Bund. Tangent FINAL RESOLVED LOADS TPS-138DCX For Denton Municipal Electric ITEM QTY.DESCRIPTION ASSEMBLY 1 12 DEADEND INSULATOR ASSEMBLY C2 2 6 CROSSARM ASSEMBLY, TRANSMISSION TC-11B 3 2 OPGW DEADEND ASSEMBLY F4 4 6 VERTICAL LINE POST INSULATOR ASSEMBLY C4 5 12 SPACER ASSEMBLY, FOR BUNDLED JUMPERS 6 1 GROUND, POLE BASE, WITHOUT GROUND RODS G5 FILE NAME: TUS-7G-M1.DWG BY: PEI APP'D BY: PEI SCALE: 1/8" = 1'-0"EJO: DME #1 DATE: 5/10/2019 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX STEEL DEADEND 80°-100° FULL TENSION 138kV DENTON MUNICIPAL ELECTRIC TUS-7G-M1 Plot Date: 5/10/2019 9:45:51 AMLocation: R:\Projects\DENTON MUNICIPAL DRAWINGS\SGS FILES\Current SGS Drawings\TUS-7G-M1.dwg User: VanLanen, MarkA-A 1/2" = 1'-0" NOTES: APPLICATIONS FROM 80° - 90° SHALL HAVE 10'-0" ARMS. APPLICATIONS FROM 90° - 100° SHALL HAVE 11'-0" ARMS. SEE DETAIL 6 FOR NEMA PAD DETAIL. STAINLESS STEEL PAD WITH STAINLESS STEEL BOLTS TO BE PROVIDED BY POLE SUPPLIER. 1. 2. Energizing tomorrow's community today! DETAIL X 1 2 2 2 SEE NOTE 1 X X 14'-0" 15'-0" 15'-0" 4 5 3 2 1 6 57" 8'-0" 6'-0" 6'-0" DETAIL A BRACKETS DETAIL 11 Ø11 8"11 8" 3" 22.5° POLE FACE EDGE OF TEMPLATE TUS-7G-M1 LOADING TREE INPUT PAGE For Denton Municipal Electric DE Double Circuit Vertical Span = Span + 100 ft. LOAD CASE Temp. Ice Wind Tens. Vert. Wind NAME (deg. F) (in.) (psf) OCF OCF OCF LOAD CASE (1):NESC Heavy 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (2):High Wind (90 mph) 60.00 0.00 20.70 1.00 1.00 1.00 LOAD CASE (3):Heavy Ice 32.00 1.00 0.00 1.10 1.10 1.10 LOAD CASE (4):NESC Heavy DE 0.00 0.50 4.00 1.65 1.50 2.50 LOAD CASE (5):Normal/Camber 60.00 0.00 0.00 1.00 1.00 1.00 Point Wire Wire Design Tension per Loading Case Insul. No. Quantity Coordinate Span 1 2 3 4 5 Wt. Point 1:(1) OPGW-8168 (IN): 50.00 600 6,064 4,433 7,236 6,064 2,898 0 (1) OPGW-8168 (OUT): 130.00 600 6,064 4,433 7,236 0 2,898 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN): 50.00 600 10,478 8,445 11,850 10,478 6,851 400 (4) Suwanee (OUT): 130.00 600 10,478 8,445 11,850 0 6,851 400 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 3:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 4:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 5:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Point 6:N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 N/A 0.00 0 0 0 0 0 0 0 Note: Transverse loads are taken as the angle bisector. Vertical loads are positive downward. 138kV Transmission Projects 25-Apr-19 Longitudinal loads are perpendicular to the Transverse load and are in the same plane. A resolved Longitudinal load is positive IN, and negative OUT. "IN" signifies cond. coming toward the structure. "OUT" signifies cond. leaving the structure. Following are the "TOTAL" resolved loads for each case at each point. NESC Heavy Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 1,267 lbs. 15,873 lbs. Point 2: 0 lbs. 12,136 lbs. 108,661 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. High Wind (90 mph) Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 326 lbs. 7,251 lbs. Point 2: 0 lbs. 5,290 lbs. 54,703 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Heavy Ice Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 1,978 lbs. 12,195 lbs. Point 2: 0 lbs. 13,896 lbs. 79,883 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. NESC Heavy DE Total Long. Total Vert. Total Trans. Point 1: 6,431 lbs. 633 lbs. 7,936 lbs. Point 2: 44,452 lbs. 7,268 lbs. 54,331 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. Normal/Camber Total Long. Total Vert. Total Trans. Point 1: 0 lbs. 326 lbs. 4,440 lbs. Point 2: 0 lbs. 5,290 lbs. 41,985 lbs. Point 3: 0 lbs. 0 lbs. 0 lbs. Point 4: 0 lbs. 0 lbs. 0 lbs. Point 5: 0 lbs. 0 lbs. 0 lbs. Point 6: 0 lbs. 0 lbs. 0 lbs. 138kV Transmission Projects 25-Apr-19 DE Double Circuit FINAL RESOLVED LOA TUS-7G-M1 For Denton Municipal Electric Galvanized Steel Transmission Poles Details FILE NAME: DETAILS.DWG BY: PEI APP'D BY: PEI SCALE: AS NOTED EJO: DME #1 DATE: 5/7/2019 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX STEEL POLE DETAILS - SHEET 1 DENTON MUNICIPAL ELECTRIC DETAILS Plot Date: 5/10/2019 9:43:11 AMLocation: R:\Projects\DENTON MUNICIPAL DRAWINGS\SGS FILES\Current SGS Drawings\Details.dwg User: VanLanen, MarkDETAIL 3 CONDUCTOR DOUBLE THRU VANG 1" = 1'-0" DETAIL 6 NEMA GROUND PAD 3" = 1'-0" DETAIL 2 THRU VANG 1" = 1'-0" DETAIL 1 THRU VANG 1" = 1'-0"DETAIL 4 CONDUCTOR DOUBLE THRU VANG 1" = 1'-0" DETAIL 5 POST INSULATOR MOUNTING BRACKET 3/4" = 1'-0" Energizing tomorrow's community today! 3" 3" 1'-6" (REF DIMENSIONS) DETAIL 6, AT SHIELDWIRE ONLY 3/4" MAX THICKNESS R1.5" (TY P . ) Ø1.5" HO L E 1/8" CHAMBER B.S. 1.75" 3.5"1.75" 0.875"Ø0.5" H O L E (TYP.) 13 UNC THREADS 3/4" STAINLESS STEEL PLATE 3" 1'-6" (REF DIMENSIONS) DETAIL 6, AT SHIELDWIRE ONLY 3/4" MAX THICKNESS R1.5" ( T Y P . ) Ø1.5" HO L E 1/8" CHAMBER B.S. 6" 1'-6" (REF DIMENSIONS) DETAIL 6, AT SHIELDWIRE ONLY 3/4" MAX THICKNESS R1.5" ( T Y P . ) Ø1.5" H O L E 1/8" CHAMBER B.S. 6" 3" 1'-6" (REF DIMENSIONS) DETAIL 6, AT SHIELDWIRE ONLY 3/4" MAX THICKNESS R1.5" (TY P . ) Ø1.5" H OL E 1/8" CHAMBER B.S. FRONT ELEVATION PLAN VIEW 10" 3" MIN 4" 5" 2" MIN (TYP.)8"Ø1 3 1 6 " H O L E ( T Y P . O F 4 ) (REF DIMENSIONS) FILE NAME: DETAILS 2.DWG BY: PEI APP'D BY: PEI SCALE: AS NOTED EJO: DME #1 DATE: 5/9/2019 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX STEEL POLE DETAILS - SHEET 2 DENTON MUNICIPAL ELECTRIC DETAILS 2 Plot Date: 5/10/2019 9:49:07 AMLocation: R:\Projects\DENTON MUNICIPAL DRAWINGS\SGS FILES\Current SGS Drawings\Details 2.dwg User: VanLanen, MarkDETAIL A 1-1/2" = 1'-0" DETAIL 9 OPGW DOWNLEAD CLAMP 1/4" = 1'-0" DETAIL 10 OPGW SPLICE COIL BRACKET MOUNT 1/4" = 1'-0" DETAIL 7 BRACED POST SPACING 1/4" = 1'-0" DETAIL 8 CONDUCTOR DEADEND ARM 1/4" = 1'-0" DETAIL 8A 1-1/2" = 1'-0" *Ø 916" FOR OPGW SPLICE DETAIL Energizing tomorrow's community today! 6" 5.75" 3" Ø13 16"* 3" 1.5" FRONT VIEW TOP VIEW POLE TOP 3'-0" 6'-0" NOMINAL SPACING DETAIL A START FROM TOP TO SPLICE COIL BRACKET MOUNT DETAIL A 4'-5" 6'-0" INSIDE SUBSTATION 18'-0" GROUND LINE OR BASEPLATE NOMINAL SPACING 6'-0" ± 8'-0" DETAIL 1 REF DIMENSIONSDETAIL 5 REF DIMENSION REF DIMENSIONS4" MINDETAIL 4 DETAIL 8A 34" MINØ1116"Ø5"BOLT CIRCLE FILE NAME: DETAILS 3.DWG BY: PEI APP'D BY: PEI SCALE: AS NOTED EJO: DME #1 DATE: 5/10/2019 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX STEEL POLE DETAILS - SHEET 3 DENTON MUNICIPAL ELECTRIC DETAILS 3 Plot Date: 5/15/2019 10:05:58 AMLocation: R:\Projects\DENTON MUNICIPAL DRAWINGS\SGS FILES\Current SGS Drawings\Details 3.dwg User: VanLanen, MarkDETAIL A BRACKETS 1116"Ø HOLES 4.75" 6" 1'-0" 6" 4.75" 1'-0" 6" 6" 6" 6" DETAIL 11 DISTRIBUTION BRACKET SPACING AND DETAILS 1" = 1'-0" Energizing tomorrow's community today!