New_Sunshine_Substation_T-Line_Package.pdf

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New Sunshine Substation Transmission Line Construction
Solicitation number
ITB-2614
Issued by
San Juan County, New Mexico

About this file

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This is a design and specification document prepared by T&D Services, LLC for the City of Gallup, New Mexico Electric Department regarding construction of the New Sunshine Substation Transmission Line. The project consists of installing a 0.25-mile 115 kilovolt (kV) transmission tap line with two transmission structures—one serving as the primary power transformer and one as an alternate power transformer—to feed the New Sunshine Substation. The transmission line utilizes 954 kcmil ACSR Cardinal conductor with 3/8-inch EHS shield wire and is designed for NESC Medium loading district with 85 miles per hour extreme wind, 0.5-inch extreme ice, and maximum operating temperature of 212 degrees Fahrenheit. The project includes overhead line switch options for protection and isolation at the proposed primary tap location. The design incorporates multiple pole structures (designated T4-N through T8-N) with varying heights from 52 to 95 feet, direct embedment foundations with concrete backfill, guying assemblies, and comprehensive grounding systems. The bill of materials identifies numerous components including steel poles (McWane CH280, CH285, CH495, CH595, CH2105), transmission switches, suspension and deadend assemblies, insulators, clamps, hardware, and approximately 956 linear feet of 3/8-inch EHS static wire.

The document includes detailed engineering drawings, staking sheets with precise geographic coordinates, structural assembly details, framing guides, stringing charts with tension data, and specifications for direct embedment pole installation with hole excavation depths ranging from 10 to 13 feet. All direct embedded steel poles require bituminous coating to a minimum of one foot above ground line. The design specifications reference 2023 National Electrical Safety Code (NESC) standards and include geotechnical reports, phasing diagrams, and one-line electrical drawings. Construction requirements mandate compliance with foundation construction specifications, OSHA fall protection regulations, and provisions for rock drilling if encountered during excavation. The project documentation, prepared through multiple design iterations between November 2024 and September 2025, provides comprehensive technical specifications necessary for contractor bidding and construction execution.

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TABLE OF CONTENTS:

SECTION 01 PROJECT DATA & DESCRIPTION

SECTION 02 BASIC DESIGN CRITERIA

SECTION 03 BILL OF MATERIALS

SECTION 04 PLAN/PROFILE

SECTION 05 STAKING SHEET

SECTION 06 FRAMING GUIDES

SHEET 06-01 DEADEND, MAIN TRANSFORMER POLE

SHEET 06-02 DEADEND, ALTERNATE TRANSFORMER POLE

SECTION 07 ASSEMBLY DETAILS

SHEET 07-01 TP-115-BP

SHEET 07-02 TS-5AA

SHEET 07-03 1-WAY SWITCH

SHEET 07-04 3-WAY SWITCH

SHEET 07-05 H4.1

SHEET 07-06 M601-AP, M601-AP-A

SHEET 07-07 DIRECT EMBEDMENTS

SECTION 08 STRINGING CHARTS

SECTION 09 SAG/TENSION DATA

SECTION 10 STEEL DETAILS

SHEET 10-01 STEEL NOTES AND SPECIFCATIONS

SHEET 10-02 STEEL DETAILS

SHEET 10-03 BRACED POST TANGENT POLE

SHEET 10-04 DEADEND, MAIN TRANSFORMER POLE

SHEET 10-05 DEADEND, ALTERNATE TRANSFORMER POLE

SECTION 11 DRILLING GUIDES

SECTION 12 CATALOG SHEETS

SECTION 13 GEOTECHNICAL REPORT

SECTION 14 PHASING DIAGRAM

SECTION 15 PROJECT ONE-LINE

PROJECT DATA:

PROJECT LENGTH: 0.25 MILES

CONDUCTOR: 954kcmil ACSR CARDINAL

SHIELD: 3/8 IN EHS

NESC LOADING DISTRICT: MEDIUM

EXTREME ICE: 0.5 IN

EXTREME WIND (NESC): 85 MPH

MAXIMUM OPER TEMP: 212 F

PROJECT DESCRIPTION:

This project consists of installing two (2) 115kV transmission tap structures. One (1) structure will serve as the primary power transformer. The other structure will serve as the alternate power transformer. The project will also review the overhead line switch option for protection and isolation of the transmission line at the proposed primary tap location and serve as feed to the New Sunshine Substation.

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AREA MAP

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NTS

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DWN:

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CKD:

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APVD:

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DATE:

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JOB #:

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REVISIONS

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DATE

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STATE

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SCALE

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SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

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BY

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REV

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CAC

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IFC DESIGN

AutoCAD SHX Text 09/10/25

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CAC

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FOR REVIEW

AutoCAD SHX Text 08/04/25

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CAC

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CONCEPT DRAWINGS

AutoCAD SHX Text 11/11/24

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CITY OF GALLUP

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GALLUP, NM

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SUNSHINE SUBSTATION T-LINE

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MLO

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AJR

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CAC

AutoCAD SHX Text 11/08/2024

AutoCAD SHX Text 240112

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NEW SUNSHINE SUBSTATION

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SHOWN

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NM

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COVER SHEET

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SNELL ST

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GOMEZ DR

AutoCAD SHX Text 115kV New Sunshine Station

T&D Services Page 1/1

PLS-CADD Version 21.00x64 2:39:41 PM Friday, September 12, 2025 T&D Services Project Name: 'D:\Projects\New Sunshine Substation\Lineworks\PLS CADD\Line Model\New Sunshine Substation Transmission Line 115kV.don' Line Title: 'Proposed Design DDE Tap_CC'

Criteria Notes:

2023 NESC

NESC Medium Combined Ice and Wind District Loading (Rule 250B) 85 MPH Extreme Wind Loading (Rule 250C) .25" Extreme Ice with 30 MPH Concurrent Wind Loading (Rule 250D) Maximum Operating Temperature of 212 F Assumed 1/2" Extreme Ice (Non-NESC) Assumed Grade B Construction Only

Conductor: 4500# @60 Deg, Initial OPGW: 20% RBS at 30 Deg, Initial

The Bill of Material is for the following selected options:

Structures: REPLACE T7-N - NEW T6-NA, NEW T6-N - REPLACE T5-N, H-FRAME STEEL - H-FRAME STEEL Circuits: All Phases: All Selected Statuses to Report: New Show Parts: YES Decompose Assemblies: YES Show Assemblies: YES Show Cables that have stock numbers (from *.WIR files): YES Include jumper lengths in cable quantities: NO Show Concentrated Loads that have stock numbers (from *.MAR files): NO Include only items that are attached to cables: NO Include structure jumper material: NO Show items from line-specific material list: NO Separate tables for 'Parts', 'Assemblies', 'Cables and Concentrated Loads', and 'Line-Specific Material List': YES The line Cables results are for the following sets and phases:

Sets: 2 Phases: 1 2 3

Bill of Material of New Items - Parts Table (NOTE: list includes parts from decomposed assemblies)

Stock Description Quantity Unit Material Total Labor Total Total Number of Unit Material Unit Labor Cost Measure Cost Cost Cost Cost #4 AWG #4 AWG WIRE, COPPER 100.00 Each 0.00 0.00 0.00 0.00 0.00 #4-7STR BARE COPPER (FT.) #4-7STR BARE COPPER (FT.) 56.00 Each 0.00 0.00 0.00 0.00 0.00 1GLA115124SN 1-WAY IN-LINE PHASE OVER PHASE SWITCH 1.00 Each 0.00 0.00 0.00 0.00 0.00 8L90301 WASHER 3.3 6.00 Each 0.00 0.00 0.00 0.00 0.00 2817-15 DE EYE PLATE (60K) 53.00 Each 0.00 0.00 0.00 0.00 0.00 3512 LOCKNUT, MF TYPE, 5/8" 4.00 Each 0.00 0.00 0.00 0.00 0.00 3514 7/8" MF LOCKNUT 12.00 Each 0.00 0.00 0.00 0.00 0.00 5432 DOUBLE BOLT SUPPORT, OHGW 2.00 Each 0.00 0.00 0.00 0.00 0.00 012690AEJ HELICAL ANCHOR, 7FT, 3 HELICES (70K) 14.00 Each 0.00 0.00 0.00 0.00 0.00 12697 ROUND ROD EXTENSION, 5FT (70K) 14.00 Each 0.00 0.00 0.00 0.00 0.00 75105 ROD, GROUND, 3/4" X 10'-0" 3.00 Each 0.00 0.00 0.00 0.00 0.00 615880 ROD, GROUND, 5/8" X 8'-0" 4.00 Each 0.00 0.00 0.00 0.00 0.00 818125301 WASHER 6K 0.125" 6.00 Each 0.00 0.00 0.00 0.00 0.00 A0110211 CLAMP COMPRESSION D.E. WITH JUMPER TERMINAL COMPRESSION HAWK (EA) 12.00 Each 0.00 0.00 0.00 0.00 0.00 A0113511 CLAMP COMPRESSION D.E. WITH JUMPER TERMINAL COMPRESSION CARDINAL 18.00 Each 0.00 0.00 0.00 0.00 0.00 AGS-5513 CARDINAL AGS SUSPENSION CLAMP (25K) 6.00 Each 0.00 0.00 0.00 0.00 0.00 AR-2328 ARMOR ROD, 3/8" 2.00 Each 0.00 0.00 0.00 0.00 0.00 AS35BNK ANCHOR SHACKLE (40K) 6.00 Each 0.00 0.00 0.00 0.00 0.00 B8XX-X 7/8" BOLT, MACHINE, BY REQ'D LENGTH (EA) 108.00 Each 0.00 0.00 0.00 0.00 0.00 C1100041 ANCHOR/ADAPTER, OVALEYE, 18" LONG (70K) 14.00 Each 0.00 0.00 0.00 0.00 0.00 CC207 TANK GROUND #6 SOLID-1/0 STR (EA) 14.00 Each 0.00 0.00 0.00 0.00 0.00 CE-5261 AGS CLEVIS EYE (20K) 6.00 Each 0.00 0.00 0.00 0.00 0.00 CGS-1095 CUSHION-GRIP SUSPENSION CLAMP, #2-4/0 2.00 Each 0.00 0.00 0.00 0.00 0.00 CH280 Steel Pole property: McWane CH280 1.00 Each 0.00 0.00 0.00 0.00 0.00 CH285 Steel Pole property: McWane CH285 1.00 Each 0.00 0.00 0.00 0.00 0.00 CH495 Steel Pole property: McWane CH495 1.00 Each 0.00 0.00 0.00 0.00 0.00 CH595 Steel Pole property: McWane CH595 1.00 Each 0.00 0.00 0.00 0.00 0.00 CH2105 Steel Pole property: McWane CH2105 1.00 Each 0.00 0.00 0.00 0.00 0.00 CN15 TANK GROUND #6 SOLID-1/0 STR (EA) 6.00 Each 0.00 0.00 0.00 0.00 0.00 CW80 4" CURVED WASHER 15/16"HOLE 96.00 Each 0.00 0.00 0.00 0.00 0.00 ES-1-123-1200-3W TRANSMISSION SWITCH, 3-WAY PLAIN, 115KV 1.00 Each 0.00 0.00 0.00 0.00 0.00 G5 CLAMP, GROUND ROD 4.00 Each 0.00 0.00 0.00 0.00 0.00 G-414 GUY WIRE THIMBLE, 1/2"-9/16" 56.00 Each 0.00 0.00 0.00 0.00 0.00 GC910B-***T GROUND WIRE CLAMP WITH BOLT 8.00 Each 0.00 0.00 0.00 0.00 0.00 GC-207P CONNECTOR, PLATED COPPER ALLOY 2.00 Each 0.00 0.00 0.00 0.00 0.00 GS36096CC GUY STRAIN INSULATOR, 7/8" DIA, 9FT LONG, CLEVIS/CLEVIS (35K) 14.00 Each 0.00 0.00 0.00 0.00 0.00 GTC-09 CONNECTOR, #4 TO FLAT 12.00 Each 0.00 0.00 0.00 0.00 0.00 HAS162N SUSPENSION CLAMP, ALUMINUM, 1.10"- 1.62" 3.00 Each 0.00 0.00 0.00 0.00 0.00 HBS200 1/2" x 13" x 2" BOLT (EA) 6.00 Each 0.00 0.00 0.00 0.00 0.00 J1163/J1164 GROUND WIRE CLAMP 8.00 Each 0.00 0.00 0.00 0.00 0.00 J6829 CURVED WASHER, 4"X4" 15/16" HOLE 12.00 Each 0.00 0.00 0.00 0.00 0.00 MF80 7/8" LOCKNUT, MF TYPE (EA) 96.00 Each 0.00 0.00 0.00 0.00 0.00 PG44 GRID GAIN, 4"X4" 12.00 Each 0.00 0.00 0.00 0.00 0.00 PSC2030529 DEADEND TEE, FLAT BACK, 60KIP 6.00 Each 0.00 0.00 0.00 0.00 0.00 RW 1-3/8-50 ROUND WASHER 1/2" BOLT 12.00 Each 0.00 0.00 0.00 0.00 0.00 S025090S2010 INSULATOR, DEADEND, Y CLEVIS TOP, ANSI BALL BOT (EA) (25K) 30.00 Each 0.00 0.00 0.00 0.00 0.00 S030047S2010/P250048S9020 POST INSULATOR GAIN BASE, 2 HOLE BLADE ENDFITTING (EA) (30K) 9.00 Each 0.00 0.00 0.00 0.00 0.00 S030060S2010 INSULATOR, SUSPENSION, Y CLEVIS TOP, ANSI BALL BOT (EA) (30K) 6.00 Each 0.00 0.00 0.00 0.00 0.00 SC-5194 AGS SOCKET CLEVIS (30K) 6.00 Each 0.00 0.00 0.00 0.00 0.00 SD-70-N 3/8" HSS STATIC DEADEND 14.00 Each 0.00 0.00 0.00 0.00 0.00 SYC30 SOCKET Y-CLEVIS (EA) (30K) 30.00 Each 0.00 0.00 0.00 0.00 0.00 T2050450 STEEL GROUND WIRE CLIP 100.00 Each 0.00 0.00 0.00 0.00 0.00 TB78JE12BNK TURN BUCKLE CLEVIS EYE (36K) 6.00 Each 0.00 0.00 0.00 0.00 0.00 TC2 THIMBLE CLEVIS CONECTION, 3/4"PIN (35K) 14.00 Each 0.00 0.00 0.00 0.00 0.00 W-CU-4-7-STR WIRE, #4-7STR BARE COPPER 38.00 Each 0.00 0.00 0.00 0.00 0.00 YA4C-2LN 2 HOLE NEMA PAD TO #4-STR BARE CU 3.00 Each 0.00 0.00 0.00 0.00 0.00 YC-5207 Y-CLEVIS EYE, 3/4", 20KIP 2.00 Each 0.00 0.00 0.00 0.00 0.00 YCS07 Y-CLEVIS EYE (EA) 14.00 Each 0.00 0.00 0.00 0.00 0.00 YCS1090 Y-CLEVIS EYE 90° (EA) 3.00 Each 0.00 0.00 0.00 0.00 0.00 YGL34C2 COMPRESSION CLAMP, #4 - 3/4" GROUND ROD 3.00 Each 0.00 0.00 0.00 0.00 0.00 YHD-400 CONNECTOR 4/0 T 4/0 6.00 Each 0.00 0.00 0.00 0.00 0.00 YHO-150 CONNECTOR 3/8" TO #4-7STR CU (EA) 14.00 Each 0.00 0.00 0.00 0.00 0.00 pf 31003001: Platform, Transform 16" Heavy Duty 4.00 Each 0.00 0.00 0.00 0.00 0.00

Material Subtotal

Labor Subtotal

Total

Bill of Material of New Items - Assemblies Table (NOTE: costs of assembly parts are included in the Parts Table)

Stock Description Quantity Unit Number of Measure F3.16 STEEL CROSS PLATE, CORROSION PROTECTED 14.00 Each GOAB 1-WAY 1-WAY IN-LINE SWITCH 1.00 Each GOAB 3-WAY 3-WAY GOAB SWITCH 1.00 Each H4.1 GROUNDING ASSEMBLY, PLATFORM 4.00 Each M601-AP TRANSMISSION STEEL POLE GROUNDING ASSEMBLY 3.00 Each TG-22A GUYING ASSEMBLY, AUTOMATIC WITH THIMBLE CLEVIS 14.00 Each TG-25C TRANSMISSION GUYING TEE 6.00 Each TM-1DP-C POLYMER SUSPENSION DEADEND ASSEMBLY (CARDINAL) 18.00 Each TM-1DP-H POLYMER SUSPENSION DEADEND ASSEMBLY (HAWK) 9.00 Each TM-3BP TRANSMISSION BRACED POST 6.00 Each TM-3P POLYMER JUMPER POST ASSEMBLY 3.00 Each TM-4A 3/8" EHS STATIC ASSEMBLY, Y-CLEVIS, 0°-60°, 3/8" EHS 2.00 Each TM-4G STATIC DEADEND ASSEMBLY 14.00 Each TM-6B DOUBLE BOLT OHGW SUPPORT 2.00 Each TP-115BP 115kV BRACED POST TANGENT ASSEMBLY 2.00 Each TS-5AA VERTICAL DOUBLE DEADEND 0-90 DEGREE ANGLE,954 1.00 Each

Bill of Material of New Items - Line Cables and Concentrated Loads Table

Stock Description Quantity Unit Material Total Labor Total Total Number of Unit Material Unit Labor Cost Measure Cost Cost Cost Cost 3_8-7_strand_ehs_steel 3/8" EHS Static Wire 956.06 (ft) 0.00 0.00 0.00 0.00 0.00

Material Subtotal

Labor Subtotal

Total

Bill of Material Grand Total

Description Total Factored Total Factored Total Factored Material Total Labor Total Cost Total Cost Material Cost Labor Cost Cost Cost Parts 0.00 0.00 0.00 0.00 0.00 0.00 Line Cables and Concentrated Loads 0.00 0.00 0.00 0.00 0.00 0.00

Material Subtotal

Labor Subtotal

Total

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FOUND 1/2" REBAR w/ PS13606 ALUM.

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FOUND 1/2" REBAR WITH PS6540 CAP AND

PS13606 WASHER AT BASE OF BENT STEEL ROD

FOUND 1/2" REBAR WITH PS6540 CAP

DIMENSION POINT ONLY

TRAIL ROAD

(TYP.)

N 0° 2

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S 2°0 4

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LOT 2 LOT 9

LOT 8 LOT 3

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LOT 1 LOT 2 LOT 3 LOT 4

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S 2°0 5

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N89°13'46"W {} 300.50'

N2°05'05"W 29.94'

N89°13'34"W {} 100.14'

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REPLACE T7-N NEW T7-NA NEW T6-NA RETIRE T6-N NEW T6-N REPLACE T5-N EXISTING T4-N

H-FRAME STEEL

H-FRAME STEEL

CACIFC DESIGN09/10/2503

CACFOR REVIEW06/25/2502

CACPRELIMINARY01

CITY OF GALLUP

GALLUP, NM

BAO AJR CAC 11/08/24 240112

NEW SUNSHINE SUBSTATION

4:1 NM

115 KV TRANSMISSION LINE

PLAN AND PROFILE

DWN: CKD: APVD: DATE: JOB #:

REVISIONSDATE

STATESCALE SHEET

Transmission & Distribution Services Consulting Engineers & Surveyors

5401 Beverly Hills Ave NE Albuquerque, NM 87113 www.t-d-services.com

This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

BYREV

01/30/25

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.0

N

C H

-W A

Y S

W

IT

C H

S T

A T

IO

N

E Q

U A

T

IO

N

.6

B

A C

K S

T A

T

IO

N E

Q U

A T

IO

N

.0

A

H E

A D

MAINTAIN EXISTING

TENSIONS FROM T7-N

BACK TOWARDS T8-N

APPOXY COATING IS REQUIRED FOR ALL DIRECT EMBEDMENT POLES TO A

MINIMUM OF 1` ABOVE GROUND LINE.

04.01

EXISTING T8-N - REPLACE T7-N, 3_8-7_strand_ehs_steel - Existing.wir, Tension 1032 (lbs) at 60 (deg F) Initial NEW T7-NA - NEW T6-NA, 3_8-7_strand_ehs_steel_15.wir, Tension 2284 (lbs) at 60 (deg F) Initial NEW T6-NA - EXISTING T4-N, 3_8-7_strand_ehs_steel_15.wir, Tension 2290 (lbs) at 60 (deg F) Initial NEW T7-NA - H-FRAME STEEL, 3_8-7_strand_ehs_steel - REDUCED.wir, Tension 182 (lbs) at 60 (deg F) Initial NEW T6-NA - H-FRAME STEEL, 3_8-7_strand_ehs_steel - REDUCED.wir, Tension 187 (lbs) at 60 (deg F) Initial EXISTING T8-N - REPLACE T7-N, cardinal_acsr - Existing.wir, Tension 3681 (lbs) at 60 (deg F) Initial NEW T7-NA - NEW T6-NA, cardinal_acsr_18.wir, Tension 3471 (lbs) at 60 (deg F) Initial NEW T7-NA - H-FRAME STEEL, hawk_acsr - REDUCED.wir, Tension 467 (lbs) at 60 (deg F) Initial NEW T6-NA - H-FRAME STEEL, hawk_acsr - REDUCED.wir, Tension 476 (lbs) at 60 (deg F) Initial REPLACE T7-N - NEW T7-NA, 3_8-7_strand_ehs_steel_15.wir, Tension 2301 (lbs) at 60 (deg F) Initial REPLACE T7-N - NEW T7-NA, cardinal_acsr_18.wir, Tension 3482 (lbs) at 60 (deg F) Initial NEW T6-NA - EXISTING T4-N, cardinal_acsr_18.wir, Tension 3433 (lbs) at 60 (deg F) Initial

Vert. Scale

Horiz. Scale

30.0 ft.

120.0 ft.

N

W E

S

STRUCTURE NUMBER STAKE

DESCRIPTION

REF. STAKE

OFFSET

X Easting

(FT)

Y Northing (FT) Centerline Z Elevation (FT) LATITUDE (DECIMAL DEG.) LONGITUDE (DECIMAL DEG.) AHEAD SPAN (FT) LINE ANGLE (DEG) AZMUITH ANGLE (DEG) STR TYPE HEIGHT (FT) EMBEDMENT (FT) NOTES

T8-N P - 2456030.130 1653510.990 6605.787 35.5412012 -108.7310339 554.104 - - DEADEND 79 11

T7-N

80ft Pole - 2456097.280 1654061.010 6609.121 35.5427138 -108.7308250 302.611 83.7191 - DEADEND 70 10

Left Ref Stake P 25 2456080.819 1654079.826 6609.789 35.5427651 -108.7308809 - - - - - - Right Ref Stake P 25 2456113.741 1654042.194 6608.293 35.5426625 -108.7307691 - - - - - -

Anchor 1 - 2456101.935 1654130.721 6611.601 35.5429054 -108.7308115 - - 225 - - -

Anchor 2 - 2456028.558 1654065.599 6609.352 35.5427247 -108.7310562 - - 135 - - -

Anchor 3 - 2456100.744 1654112.884 6611.304 35.5428564 -108.7308150 - - 225 - - -

Anchor 4 - 2456046.395 1654064.408 6609.25 35.5427218 -108.7309962 - - 135 - - -

Anchor 5 - 2456101.340 1654121.817 6611.453 35.5428809 -108.7308133 - - 225 - - -

Anchor 6 - 2456037.462 1654065.004 6609.301 35.5427233 -108.7310262 - - 135 - - -

Anchor 7 - 2456100.149 1654103.980 6610.989 35.5428319 -108.7308167 - - 225 - - -

Anchor 8 - 2456055.299 1654063.813 6609.197 35.5427204 -108.7309662 - - 135 - - -

T7-NA

95ft Pole - 2456399.870 1654057.420 6618.503 35.5427115 -108.7298079 94.681 - - DEADEND 83.5 11.5 3-Way Switch

Left Ref Stake P 25 2456400.166 1654082.418 6619.923 35.5427802 -108.7298077 - - - - - - Right Ref Stake P 25 2456399.574 1654032.422 6613.657 35.5426428 -108.7298082 - - - - - -

Anchor 1 - 2456400.379 1654100.410 6618.469 35.5428296 -108.7298075 - - 180 - - -

Anchor 2 - 2456400.258 1654090.142 6619.505 35.5428014 -108.7298076 - - 180 - - -

Anchor 3 - 2456400.136 1654079.875 6620.061 35.5427732 -108.7298077 - - 180 - - -

T6-NA

95ft Pole - 2456494.540 1654056.300 6603.429 35.5427108 -108.7294897 497.561 - - DEADEND 83 12 1-Way Switch

Left Ref Stake P 25 2456494.836 1654081.298 6603.006 35.5427794 -108.7294894 - - - - - - Right Ref Stake P 25 2456494.244 1654031.302 6603.531 35.5426421 -108.7294899 - - - - - -

Anchor 1 - 2456495.059 1654100.139 6602.563 35.5428312 -108.7294893 - - 180 - - -

Anchor 2 - 2456494.951 1654091.009 6602.786 35.5428061 -108.7294893 - - 180 - - -

Anchor 3 - 2456494.843 1654081.880 6602.993 35.5427810 -108.7294894 - - 180 - - -

T6-N 105ft Pole - 2456992.068 1654050.558 6589.292 35.5427074 -108.7278172 399.927 - - TANGENT 92.5 12.5

Left Ref Stake P 25 2456992.350 1654075.557 6589.683 35.5427761 -108.7278171 - - - - - - Right Ref Stake P 25 2456991.786 1654025.560 6588.923 35.5426387 -108.7278174 - - - - - -

T5-N 85ft Pole - 2457391.970 1654046.053 6625.302 35.5427050 -108.7264730 407.98 1.1003 - TANGENT 74.5 10.5

Left Ref Stake P 25 2457392.492 1654071.048 6618.337 35.5427737 -108.7264720 - - - - - - Right Ref Stake P 25 2457391.448 1654021.058 6634.167 35.5426363 -108.7264740 - - - - - -

T4-N P - 2457799.760 1654033.624 6692.764 35.5426810 -108.7251020 - - - DEADEND 52 8

PRIMARY XFMR H-FRAME P - 2456399.870 1653836.729 6585.5 35.5421052 -108.7298011 - - - DEADEND 53 -

BACKUP XFMR H-FRAME P - 2456494.540 1653811.410 6585.75 35.5420380 -108.7294822 - - - DEADEND 53 -

AutoCAD SHX Text

DWN:

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CKD:

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APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB #:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/11/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 08/04/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/11/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

MLO

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/08/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

NM

AutoCAD SHX Text 05.01

STAKING SHEET

10'-7"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

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%%U(TYP 3 PLACES)

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%%USECTION 'A-A'

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TM-3BP

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%%U(TYP 1 PLACE)

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%%USECTION 'B-B'

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TM-6B

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TM-4A

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MATERIALS

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UNIT

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QTY

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DESCRIPTION

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TM-3BP

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AutoCAD SHX Text

POLYMER BRACED POST INSULATOR CUSHIONED CLAMP

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TM-4A

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AutoCAD SHX Text

STATIC SUPPORT

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TM-6B

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AutoCAD SHX Text

DOUBLE BOLT STATIC SUPPORT BRACKET

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TG-25C

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AutoCAD SHX Text

MEDIUM DUTY GUYING TEE

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TG-25C

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DWN:

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CKD:

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APVD:

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DATE:

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JOB #:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/11/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 08/12/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/12/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

MLO

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/12/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NM

AutoCAD SHX Text 07.01

AutoCAD SHX Text

TP-115BP

AutoCAD SHX Text NOTES: 1. PROVIDE SUFFICIENT LENGTH TO ALLOW THE FULL MOTION OF THE CLAMP PROVIDE SUFFICIENT LENGTH TO ALLOW THE FULL MOTION OF THE CLAMP 2. SEE M601-AP OR H1.1A FOR POLE GROUNDING DETAILSSEE M601-AP OR H1.1A FOR POLE GROUNDING DETAILS

AutoCAD SHX Text

NOTE 1

GROUND LINE

MATERIALS

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QTY

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DESCRIPTION

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TM-1DP

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AutoCAD SHX Text

POLYMER SUSPENSION DEADEND ASSEMBLY

AutoCAD SHX Text

TM-3P

AutoCAD SHX Text

AutoCAD SHX Text

POLYMER JUMPER POST ASSEMBLY

AutoCAD SHX Text

TM-4G

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AutoCAD SHX Text

STATIC DEADEND ASSEMBLY

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text

%%U(TYP 1 PLACE)

AutoCAD SHX Text

%%USECTION 'A-A'

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

%%U(TYP 3 PLACES)

AutoCAD SHX Text

%%USECTION 'B-B'

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text 9'-0"

AutoCAD SHX Text

TM-1DP

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TM-3P

AutoCAD SHX Text

TM-1DP

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TM-4G

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TM-4G

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DWN:

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CKD:

AutoCAD SHX Text

APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB #:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/11/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 08/13/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/12/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

MLO

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/12/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NM

AutoCAD SHX Text 07.02

AutoCAD SHX Text

TS-5AA

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text NOTES: 1. SEE M601-AP FOR POLE GROUNDING DETAILSSEE M601-AP FOR POLE GROUNDING DETAILS

AutoCAD SHX Text

12" E.H.S. GUYS

AutoCAD SHX Text

12" E.H.S. GUYS

12" E.H.S. GUYS

MATERIALS

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QTY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

1GLA115124SN

AutoCAD SHX Text

AutoCAD SHX Text

1-WAY IN-LINE PHASE OVER PHASE SWITCH

AutoCAD SHX Text

TM-1DP

AutoCAD SHX Text

AutoCAD SHX Text

POLYMER SUSPENSION DEADEND ASSEMBLY

AutoCAD SHX Text

TM-4G

AutoCAD SHX Text

AutoCAD SHX Text

STATIC DEADEND ASSEMBLY

AutoCAD SHX Text A

AutoCAD SHX Text A

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%%U(TYP 1 PLACE)

AutoCAD SHX Text

%%USECTION 'A-A'

AutoCAD SHX Text B

AutoCAD SHX Text B

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%%U(TYP 3 PLACES)

AutoCAD SHX Text

%%USECTION 'B-B'

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TM-1DP

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TM-1DP

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TM-4G

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TM-4G

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DWN:

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CKD:

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APVD:

AutoCAD SHX Text

DATE:

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JOB #:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/12/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 09/03/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/12/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

MLO

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/12/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NM

AutoCAD SHX Text 07.03

AutoCAD SHX Text

1-WAY SWITCH

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text NOTES: 1. INSTALL SWITCH PER MANUFACTURER INSTALLATION INSTALL SWITCH PER MANUFACTURER INSTALLATION INSTRUCTIONS. 2. REFER TO MANUFACTURER DIMENSIONAL DATA FOR REFER TO MANUFACTURER DIMENSIONAL DATA FOR SPECIFIC DIMENSIONS.

AutoCAD SHX Text

TM-4G

AutoCAD SHX Text

TOWARD NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

1GLA115124SN

AutoCAD SHX Text

12" E.H.S. GUYS

AutoCAD SHX Text

12" E.H.S. GUYS

AutoCAD SHX Text 35'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

1GLA115124SN

12" E.H.S. GUYS

NOTES:

INSTALL SWITCH PER MANUFACTURERS INSTALLATION INSTRUCTIONS.

NOTES:

1. GROUNDING PLATFORM , EXPANSION ANCHOR, AND PARKING

BUMPERS MAY BE REPLACED WITH PRE-FAB SINGLE UNIT,

SUBJECT TO ENGINEERS APPROVAL.

2. PART NUMBERS PRESENTED ARE EXAMPLES AND MAY BE

SUBSTITUTED WITH SUITABLE EQUIVALENT MATERIALS,

SUBJECT TO ENGINEER'S APPROVAL.

H4.1

ITEM NO. CATALOG

NO. DESCRIPTION QTY

1 #4 AWG #4 AWG WIRE, COPPER 25 EA

2 G5 CLAMP, GROUND ROD 1 EA

3 615880 ROD, GROUND, 5/8" X 8'-0" 1 EA

4 GTC-09 CONNECTOR, #4 TO FLAT 3 EA

5 GROUNDING PLATFORM, PREFAB 1 EA

6 T2050450 STEEL GROUND WIRE CLIP 25 EA

7 J1163/J1164 GROUND WIRE CLAMP 2 EA

AutoCAD SHX Text

AutoCAD SHX Text

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DO NOT RUN GROUNDWIRE UNDERNEATH PLATFORM

AutoCAD SHX Text

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AutoCAD SHX Text

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GROUNDING WIRE TO BE INSTALLED CONTINUOUS BETWEEN BOTH GROUND RODS

AutoCAD SHX Text

AutoCAD SHX Text

INSTALL GROUND RODS MINIMUM 6" SUBGRADE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

INSTALL GROUNDWIRE SUBGRADE AS DIRECTLY AS POSSIBLE

AutoCAD SHX Text

AutoCAD SHX Text

INSTALL SWITCH GROUNDING BRAID UNDER CONNECTOR

AutoCAD SHX Text

NO SPLICING OF GROUNDWIRE PERMITTED BETWEEN GROUND RODS

AutoCAD SHX Text

TRAIN WIRE TO PREVENT TRIPPING

AutoCAD SHX Text

12" MIN. 24" MAX

AutoCAD SHX Text

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5' MIN.

AutoCAD SHX Text

3' MIN.

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CKD:

AutoCAD SHX Text

APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB #:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/10/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 08/13/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/12/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

MLO

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/11/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

NM

AutoCAD SHX Text 07.05

H4.1

M601-AP

ITEM NO. CATALOG NO. DESCRIPTION QTY

1 HBS200 1/2" x 13" x 2" BOLT (EA) 2 EA

2 RW 1-3/8-50 ROUND WASHER 1/2" BOLT 4 EA

3 818125301 BELLEVILLE WASHER 6K 0.125" 2 EA

4 8L90301 BELLEVILLE WASHER 3.3 2 EA

5 YA4C-2LN 2 HOLE NEMA PAD TO #4-STR BARE CU 1 EA

6 YGL34C2 COMPRESSION CLAMP, #4 - 3/4" GROUND ROD 1 EA

7 7510S ROD, GROUND, 3/4" X 10'-0" 1 EA

8 W-CU-4-7-STR WIRE, #4-7STR BARE COPPER 10 FT

M601-AP-A

ITEM NO. CATALOG NO. DESCRIPTION QTY

1 YGL34C2 COMPRESSION CLAMP, #4 - 3/4" GROUND ROD 1 EA

2 7510S ROD, GROUND, 3/4" X 10'-0" 1 EA

3 ST-4 PARALLEL GROOVE CABLE CLAMP 1 EA

4 W-CU-4-7-STR WIRE, #4-7STR BARE COPPER 10 FT

AutoCAD SHX Text

AutoCAD SHX Text

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GROUND LINE

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GROUND LINE

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AutoCAD SHX Text NOTES: A. SIZE COMPRESSION TERMINAL FOR SIZE AND TYPE OF CABLE. SIZE COMPRESSION TERMINAL FOR SIZE AND TYPE OF CABLE. B. VISUAL INDICATION OF PROPER TORQUE: TIGHTEN THE BOLT UNTIL THE THIN BELLEVILLE VISUAL INDICATION OF PROPER TORQUE: TIGHTEN THE BOLT UNTIL THE THIN BELLEVILLE WASHER IS JUST FLAT; AT THIS TORQUE, THE THICK BELLEVILLE WASHER WILL BE SLIGHTLY (HALF) FLATTENED. C. THICK FLAT WASHERS ARE NECESSARY TO SPREAD CLAMPING FORCE AND MUST HAVE THICK FLAT WASHERS ARE NECESSARY TO SPREAD CLAMPING FORCE AND MUST HAVE SUFFICIENT DIAMETER TO MATCH BELLEVILLE DIAMETER. D. FOLLOW MANUFACTURERS INSTRUCTIONS FOR CLEANING, USE OF ANTIOXIDANT, AND FOLLOW MANUFACTURERS INSTRUCTIONS FOR CLEANING, USE OF ANTIOXIDANT, AND COMPRESSION DIES.

AutoCAD SHX Text NOTES: 1. M601-AP-A SHALL BE ADDED TO THE OUTSIDE POLES OF ALL 3-POLE M601-AP-A SHALL BE ADDED TO THE OUTSIDE POLES OF ALL 3-POLE ANGLE AND DEADEND STRUCTURES AS NEEDED TO ACHIEVE PROPER GROUNDING. 2. MINIMUM RADIAL DISTANCE FROM THE GROUND ROD TO THE EDGE OF THE MINIMUM RADIAL DISTANCE FROM THE GROUND ROD TO THE EDGE OF THE EXCAVATION OR THE FACE OF THE PIER SHALL NOT BE LESS THAN 3 FEET

AutoCAD SHX Text

6 IN. MIN

AutoCAD SHX Text

6 IN. MIN

AutoCAD SHX Text

NOTE 2

AutoCAD SHX Text

NOTE 2

AutoCAD SHX Text

DWN:

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CKD:

AutoCAD SHX Text

APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB #:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

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REV

AutoCAD SHX Text

CAC

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IFC DESIGN

AutoCAD SHX Text 09/10/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

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FOR REVIEW

AutoCAD SHX Text 08/13/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

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CONCEPT DRAWINGS

AutoCAD SHX Text 11/12/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

GALLUP, NM

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SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

MLO

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AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/08/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

NM

AutoCAD SHX Text 07.06

M601-AP, M601-AP-A

Pole Type Embedment (ft)

Pole Hole Excavation Depth (ft)

Hole Diameter

(in) Backfill Material

McWane CH280 10 10.5 48 Concrete

McWane CH495 11.5 12 48 Concrete

McWane CH595 12 12.5 48 Concrete

McWane CH2105 12.5 13 48 Concrete

McWane CH285 10.5 11 48 Concrete

AutoCAD SHX Text

NO. 200 SIEVE

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STEEL POLE (CENTERED IN HOLE)

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3" MIN CLEARANCE BETWEEN SIDE EXCAVATION AND BEARING PLATE

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BEARING PLATE

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CRUSHED ROCK AND SLURRY CONCRETE, LEVELING COURSE

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TAMPED NATIVE BACKFILL NOTE 5

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POLE EMBEDMENT

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6" MIN

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6" TYP

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HOLE DIAMETER

AutoCAD SHX Text NOTES: 1. REFERENCE DIRECT EMBED POLE DESIGN BY POLE MANUFACTURER. REFERENCE DIRECT EMBED POLE DESIGN BY POLE MANUFACTURER. 2. ALL WORK SHALL CONFORM TO FOUNDATION CONSTRUCTION SPECIFICATIONS. ALL WORK SHALL CONFORM TO FOUNDATION CONSTRUCTION SPECIFICATIONS. 3. DIRECTLY EMBEDDED STEEL POLES SHALL BE CONSTRUCTED IN CLEAN VERTICAL AUGERED DIRECTLY EMBEDDED STEEL POLES SHALL BE CONSTRUCTED IN CLEAN VERTICAL AUGERED HOLES AS SHOWN AND IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS. ROCK MAY BE ENCOUNTERED AND SHALL BE DRILLED USING EQUIPMENT OF APPROPRIATE TYPE AND CAPACITY. 4. CONTRACTOR SHALL SET POLES WITH THE RAKE AMOUNT AND DIRECTION SPECIFIED BY CONTRACTOR SHALL SET POLES WITH THE RAKE AMOUNT AND DIRECTION SPECIFIED BY THE POLE MANUFACTURER'S ERECTION DRAWINGS. 5. CONTRACTOR MAY SUBSTITUTE 3-INCH-MINUS, WELL GRADED CRUSHED ROCK WITH LESS CONTRACTOR MAY SUBSTITUTE 3-INCH-MINUS, WELL GRADED CRUSHED ROCK WITH LESS THAN 50% PASSING A NO. 200 SIEVE. 6. STRUCTURAL FILL SHALL BE WELL MIXED AND TAMPED IN 6-INCH LIFTS TO 95% STRUCTURAL FILL SHALL BE WELL MIXED AND TAMPED IN 6-INCH LIFTS TO 95% COMPACTION. UN-COMPACTED LIFTS SHOULD NOT EXCEED 10 INCHES LOOSE THICKNESS. 7. AS REQUIRED, LOW STRENGTH, (400 PSI) BACKFILL SLURRY CONCRETE SHALL BE PLACED AS REQUIRED, LOW STRENGTH, (400 PSI) BACKFILL SLURRY CONCRETE SHALL BE PLACED BELOW BEARING PLATE. ONLY ENOUGH WATER TO FACILITATE FLOW. NO SLUMP TEST. 8. WELL-TAMPED NATIVE ON-SITE SOILS SHALL BE MOUNDED AROUND THE POLE AT GROUND WELL-TAMPED NATIVE ON-SITE SOILS SHALL BE MOUNDED AROUND THE POLE AT GROUND LINE AND BE COMPACTED TO 90%. 9. ON-SITE SOILS ARE NOT SUITABLE FOR USE AS STRUCTURAL FILL. ON-SITE SOILS ARE NOT SUITABLE FOR USE AS STRUCTURAL FILL. 10. CONTRACTOR SHALL FOLLOW ALL OSHA REGULATIONS REGARDING FALL PROTECTION CONTRACTOR SHALL FOLLOW ALL OSHA REGULATIONS REGARDING FALL PROTECTION MEASURES FOR ALL PERSONNEL IN PROXIMITY TO OPEN EXCAVATIONS. 11. TEMPORARY CASING CAN BE UTILIZED AS REQUIRED FOR HOLE STABILIZATION. TEMPORARY CASING CAN BE UTILIZED AS REQUIRED FOR HOLE STABILIZATION. 12. CONCRETE BACKFILL IS REQUIRED. CONCRETE BACKFILL IS REQUIRED. 13. DIRECT EMBEDDED STEEL POLES ARE REQUIRED TO HAVE BITUMINOUS COATING. DIRECT EMBEDDED STEEL POLES ARE REQUIRED TO HAVE BITUMINOUS COATING.

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DWN:

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CKD:

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APVD:

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DATE:

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JOB #:

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REVISIONS

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DATE

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STATE

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SCALE

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SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hill Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/11/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 09/03/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/14/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

EJR

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/08/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

NM

AutoCAD SHX Text 07.07

AutoCAD SHX Text

DIRECT EMBEDMENTS

POLE HOLE EXCAVATION DEPTH

POLE PHASE A PHASE B PHASE C

AutoCAD SHX Text

LEGEND:

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DWN:

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CKD:

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APVD:

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DATE:

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JOB #:

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REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/10/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 08/13/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/14/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

MLO

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/08/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

NM

AutoCAD SHX Text 14.01

AutoCAD SHX Text

PHASING DIAGRAM

AutoCAD SHX Text T7-N

AutoCAD SHX Text T8-N

AutoCAD SHX Text

T7-NA

AutoCAD SHX Text

T6-NA

AutoCAD SHX Text

ALTERNATE XFMR H-FRAME

AutoCAD SHX Text

PRIMARY XFMR H-FRAME

AutoCAD SHX Text T6-N

AutoCAD SHX Text T5-N

AutoCAD SHX Text T4-N

AutoCAD SHX Text A B C

AutoCAD SHX Text A B C

AutoCAD SHX Text A B C

A B C

DWN:

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CKD:

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APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB #:

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

STATE

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text Transmission & Distribution Services

AutoCAD SHX Text Consulting Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE, AutoCAD SHX Text Albuquerque, NM 87113

AutoCAD SHX Text www.t-d-services.com

AutoCAD SHX Text This drawing is a copyrighted work product of T & D Services, LLC. as of the date shown on this drawing. Any re-use or copying of any portion of this drawing, without written permission from an authorized employee of T & D Services, LLC. is strictly prohibited.

AutoCAD SHX Text

BY

AutoCAD SHX Text

REV

AutoCAD SHX Text

CAC

AutoCAD SHX Text

IFC DESIGN

AutoCAD SHX Text 09/10/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

FOR REVIEW

AutoCAD SHX Text 08/13/25

AutoCAD SHX Text

AutoCAD SHX Text

CAC

AutoCAD SHX Text

CONCEPT DRAWINGS

AutoCAD SHX Text 11/12/24

AutoCAD SHX Text

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

SUNSHINE SUBSTATION T-LINE

AutoCAD SHX Text

MLO

AutoCAD SHX Text

AJR

AutoCAD SHX Text

CAC

AutoCAD SHX Text 11/11/2024

AutoCAD SHX Text 240112

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SHOWN

AutoCAD SHX Text

NM

AutoCAD SHX Text 15.01

AutoCAD SHX Text

ONE-LINE

AutoCAD SHX Text LEGEND ELECTRICAL CONNECTION - STRUCTURE - GANG OPERATED DISCONNECT SWITCH - SUBSTATION -

AutoCAD SHX Text

954 ACSR "CARDINAL"

AutoCAD SHX Text

477 ACSR "HAWK"

477 ACSR "HAWK"

SECTION 01 Cover Sheet
Sheets and Views
00.01
SECTION 03 Bill of Materials
SECTION 04 Plan and Profile
SECTION 05 Staking Sheet
Sheets and Views
STAKING SHEET
SECTION 07 Assembly Details
TP-115BP
Sheets and Views
1 TP-115BP-DI
TS-5AA
Sheets and Views
TS-5AA-SS
1 WAY SWITCH
Sheets and Views
TS-5AA-SS
3 WAY SWITCH
H4.1
Sheets and Views
H4.1
M601-AP
Sheets and Views
GROUNDING ASSEMBLIES
DIRECT EMBEDMENTS
Sheets and Views
DIRECT EMBEDMENTS
SECTION 14 Phasing Diagram
Sheets and Views
TLINE
SECTION 15 Project One-Line
Sheets and Views
One-Line

File details come from the government source that posted it. Updated .