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7433 - Exhibit A - Pole DrawingsNOTES: 1.TRANSMISSION ARMS TO BE 8'-0". 2.ADD DETAIL 5 BRACKETS TO FRONT & BACK OF POLE AT * LOCATIONS. DETAIL 22 29'-0" 33'-9.5" 6'-0" 6'-0" 6'-0" 2'-0" 7 6'-0" * 4'-0" DETAIL 6 RT FT FT RT 1 2 2 2 SECTION X-X NTS DETAIL 4 VANGS X 4 14'-0" 13'-0" 13'-0" DETAIL 8 4'-6" 8'-0" * DETAIL 5 3 8'-0" 1 65 55" DETAIL 15 DETAIL 6 X 4'-6" * 4'-6" * OPGW OPGW 6 4 PLAN OHGW 8 FILE NAME: TUS-7G-2.DWG BY: VOCONNELL APP'D BY: JWB SCALE: 3/32" = 1'-0"EJO: DME #1 DATE: 7/21/2020 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX SPECIAL DEADEND, FULL TENSION, 138KV DENTON MUNICIPAL ELECTRIC TUS-7G-2 Plot Date: 7/21/2020 2:20:02 PMLocation: T:\CITY OF DENTON\STANDARDS\DRAWINGS\NEW STANDARDS\UNITS\STRUCTURES\TUS-7G-2.dwg User: VoconnellEnergizing tomorrow's community today! ITEM QTY.DESCRIPTION ASSEMBLY 1 9 DEADEND INSULATOR ASSEMBLY C2 2 3 DEADEND INSULATOR ASSEMBLY, DOUBLE TONGUE C2A 3 6 CROSSARM ASSEMBLY, TRANSMISSION (SEE ALSO DETAIL 8)TC-11B 4 1 OPGW DEADEND ASSEMBLY, WITH GROUNDING F4 5 6 VERTICAL LINE POST INSULATOR ASSEMBLY C4 6 12 SPACER ASSEMBLY, FOR BUNDLED JUMPERS 7 1 GROUND, POLE BASE G5 8 1 OPGW TANGENT ASSEMBLY F1 9 1 OHGW DEADEND ASSEMBLY SW3 TUS-7GU-2 (#WB13) LOADING TREE INPUT PAGE For Denton Municipal Electric DE SUB TERM 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 22.15 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-10583 (IN):1.00 275 3,000 2,194 3,708 3,000 860 0 (1) OPGW-10583 (OUT):179.00 225 1,500 1,149 2,138 0 404 0 (2) OPGW-10583 (TAP):90.00 225 1,500 1,149 2,138 1,500 404 0 N/A 0.00 0 0 0 0 0 0 0 Point 2:(4) Suwanee (IN):1.00 275 4,500 3,504 5,493 4,500 1,887 300 (2) Suwanee (OUT):179.00 225 0 0 0 0 0 300 (2) Suwanee (TAP):90.00 225 3,000 2,385 3,880 3,000 1,291 300 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 14-Jul-20 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. (Divide by 2 for point loads on each arm) NESC Heavy Total Long.Total Vert.Total Trans. Point 1:2,475 lbs.1,232 lbs.5,432 lbs. Point 2:29,695 lbs.5,538 lbs.11,384 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 1:1,045 lbs.321 lbs.2,675 lbs. Point 2:14,014 lbs.2,617 lbs.6,139 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 1:1,727 lbs.1,915 lbs.4,816 lbs. Point 2:24,166 lbs.5,979 lbs.8,958 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 1:3,000 lbs.624 lbs.3,130 lbs. Point 2:17,997 lbs.3,692 lbs.6,701 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 1:456 lbs.321 lbs.830 lbs. Point 2:7,547 lbs.2,617 lbs.2,714 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 14-Jul-20 DE SUB TERM FINAL RESOLVED LOADS TUS-7GU-2 (#WB13) For Denton Municipal Electric DETAIL 1 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 10'-0" 10'-0" 10'-0" 1'-0" 1'-0" 1 2 2 2 3 5 HT DETAIL 5 6'-0" 6'-0" 8'-0" 4 DETAIL 22 DETAIL A DETAIL 15 DETAIL 6 DETAIL 6 OPGW 2 1 OHGW FILE NAME: TUS-5AR.DWG BY: VOCONNELL APP'D BY: JWB SCALE: 1/8" = 1'-0"EJO: DME #1 DATE: 7/21/2020 LUBBOCK, TX SAN ANTONIO, TX ENGINEERING DALLAS, TX 90° DEADEND REDUCED TENSION 80°-100° 138KV DENTON MUNICIPAL ELECTRIC TUS-5AR Plot Date: 7/21/2020 2:38:30 PMLocation: T:\CITY OF DENTON\STANDARDS\DRAWINGS\NEW STANDARDS\UNITS\STRUCTURES\TUS-5AR.dwg User: VoconnellEnergizing tomorrow's community today! ITEM QTY.DESCRIPTION ASSEMBLY 1 1 OPGW DEADEND ASSEMBLY, WITH GROUNDING F4 2 1 OHGW ASSEMBLY, DEADEND SW2 3 6 INSULATOR ASSEMBLY, DEADEND C2 4 1 GROUND, POLE BASE G5 5 3 INSULATOR ASSEMBLY, POST, JUMPER C3 TUS-5AR (#WB14) LOADING TREE INPUT PAGE For Denton Municipal Electric DE SUB TERM 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 22.15 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-10583 (IN):45.00 225 1,500 1,149 2,138 1,500 404 0 (2) OPGW-10583 (OUT):135.00 225 1,500 1,149 2,138 1,500 404 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):45.00 225 3,000 2,385 3,880 3,000 1,291 300 (2) Suwanee (OUT):135.00 225 3,000 2,385 3,880 3,000 1,291 300 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 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 14-Jul-20 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. (Divide by 2 for point loads on each arm) NESC Heavy Total Long.Total Vert.Total Trans. Point 1:-1,750 lbs.890 lbs.5,587 lbs. Point 2:0 lbs.3,160 lbs.14,560 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:-812 lbs.232 lbs.2,742 lbs. Point 2:0 lbs.1,457 lbs.7,396 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:-1,663 lbs.1,383 lbs.4,989 lbs. Point 2:0 lbs.3,477 lbs.12,072 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:-1,061 lbs.593 lbs.3,316 lbs. Point 2:0 lbs.2,107 lbs.8,709 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:-286 lbs.232 lbs.857 lbs. Point 2:0 lbs.1,457 lbs.3,651 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 14-Jul-20 DE SUB TERM FINAL RESOLVED LOADS TUS-5AR (#WB14) For Denton Municipal Electric