ATT_1_-_250806_NEW_SUNSHINE_SUBSTATION_EA_IFB.1.pdf

PDF 23 MB Posted

Attached to
New Sunshine Substation Construction
Solicitation number
2025/2026/02
Issued by
Quay County, New Mexico

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Written by GovTribe AI ·

The document is a comprehensive set of engineering and design drawings for the New Sunshine Substation project, prepared by Transmission & Distribution Services, LLC for the City of Gallup Electric Utilities Department in New Mexico. The project involves constructing a new electrical substation located at 949 Gomez Drive in Gallup, with detailed plans covering site layout, foundation designs, electrical arrangements, conduit installations, transformer containment, grounding systems, and structural components. The drawings are marked "Issued for Bid Purposes Only" and dated August 5, 2025, with multiple sheets detailing specific technical specifications, foundation layouts, equipment placement, and construction requirements for a 115kV and 15kV electrical substation.

The substation design incorporates multiple technical elements including a main power transformer, alternate power transformer (future), multiple breakers, static masts, control building, and comprehensive grounding infrastructure. The project site is approximately 6,595 feet above sea level and includes specific engineering considerations for foundation design, concrete specifications, and electrical clearance requirements. The design appears to be funded by the City of Gallup and aims to replace an existing substation to improve electrical distribution system reliability and performance. The drawings provide extensive technical details for contractors, including specific measurements, material specifications, anchor bolt configurations, and installation guidelines across multiple engineering disciplines.

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ISSUED FOR BID PURPOSES ONLY

08/05/25

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CITY OF GALLUP/ELECTRIC UTILITIES DEPARTMENT

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GALLUP, NEW MEXICO

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NEW SUNSHINE SUBSTATION

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UTILITIES

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AutoCAD SHX Text NUMBER DESCRIPTION DESCRIPTION SS-00 GENERAL NOTES GENERAL NOTES SS-01 BIRD'S EYE VIEW BIRD'S EYE VIEW SS-02 SITE LAYOUT SITE LAYOUT SS-05 SITE CIVIL PLAN SITE CIVIL PLAN SS-05A SUBSTATION PAD GRADING PLAN SUBSTATION PAD GRADING PLAN SS-06 SITE GEOTECHNICAL DETAILS SITE GEOTECHNICAL DETAILS SS-07 SITE LAYOUT & SURVEY CONTROL SITE LAYOUT & SURVEY CONTROL SS-10 ELECTRICAL ARRANGEMENT ELECTRICAL ARRANGEMENT SS-11 ELECTRICAL ARRANGEMENT SECTIONS A, B & C ELECTRICAL ARRANGEMENT SECTIONS A, B & C SS-12 ELECTRICAL ARRANGEMENT SECTIONS D & E ELECTRICAL ARRANGEMENT SECTIONS D & E SS-13 ELECTRICAL ARRANGEMENT SECTIONS F, G, H & J ELECTRICAL ARRANGEMENT SECTIONS F, G, H & J SS-14 ELECTRICAL ARRANGEMENT SECTIONS K, L, M, N & P ELECTRICAL ARRANGEMENT SECTIONS K, L, M, N & P SS-20 CONNECTION DETAILS CONNECTION DETAILS SS-21 CONNECTION DETAILS CONNECTION DETAILS SS-22 CONNECTION & FASTENER DETAILS CONNECTION & FASTENER DETAILS SS-24 BUS CUTTING SCHEDULE BUS CUTTING SCHEDULE SS-29 FOUNDATION TOP OF CONCRETE FOUNDATION TOP OF CONCRETE SS-30 FOUNDATION LAYOUT FOUNDATION LAYOUT SS-31 PIER FOUNDATION DETAILS PIER FOUNDATION DETAILS SS-31A TRANSMISSION LINE PIER FOUNDATION TRANSMISSION LINE PIER FOUNDATION SS-32 MISCELLANEOUS FOUNDATION DETAILS MISCELLANEOUS FOUNDATION DETAILS SS-33 115kV BREAKER FOUNDATION DETAILS 115kV BREAKER FOUNDATION DETAILS SS-34 15kV BREAKER FOUNDATION DETAILS 15kV BREAKER FOUNDATION DETAILS SS-35 PULL BOX FOUNDATION PULL BOX FOUNDATION SS-36 CONTROL BUILDING FOUNDATION DETAILS CONTROL BUILDING FOUNDATION DETAILS SS-37 MAIN XFMR CONTAINMENT MAIN XFMR CONTAINMENT SS-37A ALT FEED XFMR CONTAINMENT ALT FEED XFMR CONTAINMENT SS-38 TRANSFORMER CONTAINMENT DETAILS TRANSFORMER CONTAINMENT DETAILS SS-39 ANCHOR BOLT & TEMPLATE SCHEDULESANCHOR BOLT & TEMPLATE SCHEDULES

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INCLUDED WITH SUBMITTAL

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ELEC.

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

AutoCAD SHX Text ADDRESS: 949 GOMEZ DR. GALLUP, NM 87301 DIRECTIONS: FROM I40, HEAD NORTH ON NM491 TO MALONEY AVE., TURN RIGHT AND PROCEED EAST TO MARGUERITE FRANCO DR. TURN DR. TURN LEFT AND PROCEED NORTH TO E. WILSON AVE. TURN RIGHT AND FOLLOW THE ROAD AS IT TURNS BACK TO THE NORTH AND BECOMES GOMEZ DR. PROCEED NORTH UNTIL YOU ARRIVE AT THE GATE.

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LAT: 35 32'30.45"N 35°32'30.45"NLON: -108 43'47.12"W-108°43'47.12"W

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STATION LOCATION

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WO#220011

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1. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS WHICH APPLY TO THE THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS. 2. THE CONTRACTOR SHALL NOT INSTALL ITEMS AS SHOWN ON THESE PLANS WHEN FIELD CONDITIONS ARE DIFFERENT THE CONTRACTOR SHALL NOT INSTALL ITEMS AS SHOWN ON THESE PLANS WHEN FIELD CONDITIONS ARE DIFFERENT THAN SHOWN IN THE PLANS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. IN THE EVENT THE CONTRACTOR DOES NOT NOTIFY THE ENGINEER IN A TIMELY MANNER, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND EXPENSE FOR ANY REVISIONS NECESSARY. 3. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL OBSTRUCTIONS WITH POTENTIAL TO CHANGE THE ALIGNMENT. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER SO THAT THE CONFLICT CAN BE RESOLVED WITH MINIMAL DELAY. 4. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF RED LINE DRAWINGS FOR THE PROJECT, PROMPTLY THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF RED LINE DRAWINGS FOR THE PROJECT, PROMPTLY RECORDING RELEVANT DATA, FOR THE PREPARATION OF RECORD DRAWINGS BY THE ENGINEER. THESE PLANS SHALL BE KEPT CURRENT AND AT THE PROJECT SITE AT ALL TIMES. PLANS SHALL BE AVAILABLE DURING POSTED BUSINESS HOURS DURING CONSTRUCTION AND WILL BE CHECKED BY THE ENGINEER FOR ACCURACY AND COMPLETENESS AT LEAST ONCE EVERY 30-DAYS. THE FINAL RED LINE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER WITHIN 10 WORKING DAYS AFTER COMPLETION OF THE PROJECT. USE THE FOLLOWING COLORS TO RECORD CHANGES/DELETIONS/MODIFICATIONS OR COMMENTS: -CHANGE/ADDITION - RED OR ORANGE - RED OR ORANGE RED OR ORANGE -DELETION - GREEN - GREEN GREEN -COMMENT - BLUE - BLUE BLUE 5. OWNER (OWNER) IS CITY OF GALLUP MUNICIPALITY.

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DIMENSIONS:

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CONSTRUCTION LIMITS:

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1. CONTRACTOR SHALL WORK WITHIN THE CONSTRUCTION LIMITS (PROPERTY LINES) AS SHOWN ON THE PLANS. CONTRACTOR SHALL WORK WITHIN THE CONSTRUCTION LIMITS (PROPERTY LINES) AS SHOWN ON THE PLANS. EQUIPMENT TRAFFIC OUTSIDE THESE LIMITS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE OWNER. 2. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES WITHIN ADJACENT RIGHTS-OF-WAY OR OUTSIDE OF POSTED PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES WITHIN ADJACENT RIGHTS-OF-WAY OR OUTSIDE OF POSTED CONSTRUCTION BOUNDARIES. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNER. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PERMISSIONS IN WRITING.

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1. CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, LOCAL, LAWS, ORDINANCES AND REGULATIONS CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, LOCAL, LAWS, ORDINANCES AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF ALL WORK. ALL WORK, INCLUDING WORK WITHIN TRENCHES, CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY OF ALL WORK. ALL WORK, INCLUDING WORK WITHIN TRENCHES, WHICH SHALL BE IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 3. CONTRACTOR SHALL TAKE NECESSARY SAFETY PRECAUTIONS AS REQUIRED BY FEDERAL, STATE AND LOCAL CONTRACTOR SHALL TAKE NECESSARY SAFETY PRECAUTIONS AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES TO PROTECT LIVESTOCK, PEDESTRIAN AND VEHICULAR TRAFFIC IN THE CONSTRUCTION AREA, WHICH INCLUDE BUT ARE NOT LIMITED TO: MAINTAINING ADEQUATE WARNING SIGNS, BARRICADES, LIGHTS, GUARD FENCES, WALKS AND BRIDGES. 4. CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNAGE AT ALL TIMES AND SHALL VERIFY THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNAGE AT ALL TIMES AND SHALL VERIFY THE PROPER LOCATION OF ALL BARRICADING AT THE BEGINNING AND END OF EACH DAY, PARTICULARLY AROUND ENERGIZED LINES AND/OR EQUIPMENT. 5. ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES SHALL BE CARRIED OUT IN ACCORDANCE WITH OSHA 29 CFR ALL EXCAVATION, TRENCHING, AND SHORING ACTIVITIES SHALL BE CARRIED OUT IN ACCORDANCE WITH OSHA 29 CFR 1926.650 SUBPART P AS A MINIMUM STANDARD. 6. CONTRACTOR SHALL COMPLY WITH APPLICABLE LOCK OUT/TAG OUT RULES, PROCEDURES & REQUIREMENTS AS SET CONTRACTOR SHALL COMPLY WITH APPLICABLE LOCK OUT/TAG OUT RULES, PROCEDURES & REQUIREMENTS AS SET FORTH BY THE OWNER.

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1. ALL STATIONING AND ELEVATIONS SHOWN ARE TO THE CENTERLINE OF BUS OR FOUNDATION, UNLESS OTHERWISE ALL STATIONING AND ELEVATIONS SHOWN ARE TO THE CENTERLINE OF BUS OR FOUNDATION, UNLESS OTHERWISE NOTED. ANY MINIMUM HEIGHTS OR CLEARANCES ARE REFERENCED TO THE EDGE OF ENERGIZED PARTS UNLESS OTHERWISE NOTED. 2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 3. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SURVEYING & LAYOUT BASED ON PROVIDED BENCHMARKS CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SURVEYING & LAYOUT BASED ON PROVIDED BENCHMARKS AND SURVEY CONTROL POINTS PROVIDED. 4. ALL ELECTRICAL CLEARANCE DIMENSIONS ARE METAL TO METAL UNLESS NOTED OTHERWISE.ALL ELECTRICAL CLEARANCE DIMENSIONS ARE METAL TO METAL UNLESS NOTED OTHERWISE.

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1. ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES SHOWN ON THE PLANS ARE SHOWN IN AN ANY UTILITY LINES, PIPELINES, OR UNDERGROUND UTILITY LINES SHOWN ON THE PLANS ARE SHOWN IN AN APPROXIMATE LOCATION ONLY BASED ON THE INFORMATION PROVIDED TO THE ENGINEER BY OTHERS THAT MAY BE INACCURATE OR INCOMPLETE. ADDITIONALLY, UNDERGROUND LINES MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITY LINE, PIPELINE, OR UNDERGROUND UTILITY LINE IN OR NEAR THE AREA OF THE WORK. ANY DAMAGE TO ANY OTHER UTILITIES OR COLLATERAL DAMAGE CAUSED BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR. 2. CONTRACTOR SHALL CONTACT THE OWNER (CITY OF GALLUP) AND/OR NEW MEXICO 811 DAMAGE PREVENTION CENTER CONTRACTOR SHALL CONTACT THE OWNER (CITY OF GALLUP) AND/OR NEW MEXICO 811 DAMAGE PREVENTION CENTER (NEW MEXICO ONE CALL) AT LEAST TWO WORKING DAYS BEFORE BEGINNING CONSTRUCTION IN ORDER FOR BURIED UTILITY OWNERS TO PROVIDE LOCATION SERVICES. AFTER THE UTILITIES ARE SPOTTED, THE CONTRACTOR SHALL EXPOSE ALL PERTINENT UTILITIES TO VERIFY THEIR VERTICAL AND HORIZONTAL LOCATION. IF A CONFLICT EXISTS BETWEEN EXISTING UTILITIES AND PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED WITH MINIMAL DELAY. LOCATES SHALL BE RENEWED AS NECESSARY. 3. CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DISTURBING ANY EXISTING UTILITIES, ABOVE OR BELOW GROUND. CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID DISTURBING ANY EXISTING UTILITIES, ABOVE OR BELOW GROUND. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER REPRESENTATIVES TO PREVENT DISRUPTION TO SERVICE. 4. ALL UTILITY LINES NOT SPECIFICALLY DESIGNATED TO BE REMOVED AND REPLACED ON THE PLANS SHALL BE ALL UTILITY LINES NOT SPECIFICALLY DESIGNATED TO BE REMOVED AND REPLACED ON THE PLANS SHALL BE MAINTAINED IN SERVICE. SHORING, BRACING AND OTHER APPROPRIATE MEANS OF SUPPORT SHALL BE EMPLOYED BY THE CONTRACTOR TO PREVENT DAMAGE OR LOSS OF THESE EXISTING UTILITIES. BEAM AND CABLE OR OTHER SUITABLE SUPPORTS SHALL BE USED FOR TEMPORARY SUPPORT OF ALL UTILITY LINES AS NECESSARY. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND FIELD VERIFY THE HORIZONTAL AND VERTICAL PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXCAVATE AND FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL CONFLICTING UTILITIES. SHOULD A CONFLICT EXIST BETWEEN THE FIELD INFORMATION AND THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH MINIMUM DELAY. 6. CONTRACTOR SHALL COORDINATE ANY REQUIRED UTILITY INTERRUPTIONS WITH THE OWNER A MINIMUM OF TEN (10) CONTRACTOR SHALL COORDINATE ANY REQUIRED UTILITY INTERRUPTIONS WITH THE OWNER A MINIMUM OF TEN (10) WORKING DAYS BEFORE THE DESIRED OUTAGE. 7. DISTRIBUTION LINE CONSTRUCTION PROVIDED BY OTHERS (TBD). STATION CONTRACTOR TO COORDINATE RACEWAY DISTRIBUTION LINE CONSTRUCTION PROVIDED BY OTHERS (TBD). STATION CONTRACTOR TO COORDINATE RACEWAY CONDUITS FOR STATION SERVICE AND COMMUNICATIONS AS NEEDED TO FACILITATE INSTALLATION ACTIVITIES BY OTHERS.

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GENERAL UTILITIES:

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GENERAL NOTES:

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ABBREVIATIONS:

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LEGEND

AutoCAD SHX Text AC-# AIR CONDITIONING UNIT AIR CONDITIONING UNIT ATS/MTS AUTOMATIC/MANUAL TRANSFER SWITCH AUTOMATIC/MANUAL TRANSFER SWITCH BATT BATTERY BATTERY BLDG BUILDING BUILDING CHGR CHARGER CHARGER CNCTR CONNECTOR CONNECTOR COMM COMMUNICATIONS COMMUNICATIONS CTRL CONTROL CONTROL CENTERLINE CENTERLINE DIA. DIAMETER DIAMETER DISC DISCONNECT DISCONNECT DS#-# LV DISCONNECT SWITCH LV DISCONNECT SWITCH EL ELEVATION ELEVATION EXIST EXISTING EXISTING FNDN FOUNDATION FOUNDATION FO FIBER OPTICS FIBER OPTICS FUT FUTURE FUTURE GEN GENERATOR GENERATOR GNDG GROUNDING GROUNDING HV HIGH VOLTAGE IPS IRON PIPE SIZE IRON PIPE SIZE JBX JUNCTION BOX JUNCTION BOX LTG LIGHTING LIGHTING LV LOW VOLTAGE LOW VOLTAGE MIN MINIMUM MINIMUM MV MEDIUM VOLTAGE MEDIUM VOLTAGE N.T.S. NOT TO SCALE NOT TO SCALE OPGW OPTICAL GROUND WIREOPTICAL GROUND WIRE

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LOW VOLTAGE CONDUIT

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SUBSTATION FENCE

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DESIGNATES ELEVATION OR SECTION ORIENTATION & START/END POINT.

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DESIGNATES ELEVATION OR SECTION CALL-OUT NAME.

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DESIGNATES ELEVATION OR SECTION START/END POINT.

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DESIGNATES SHEET NUMBER CALL-OUT IS SHOWN ON.

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OMMITTED

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XX

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XX

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XX

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SWITCH OPERATOR PLATFORM CURBS

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GROUND CONDUCTOR PIG TAIL

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BOLTED GROUND CONNECTOR

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GROUND ROD W/ EXOTHERMIC CONNECTOR

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BILL OF MATERIAL CALLOUT

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XX

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XX

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CONDUIT REFERENCE

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XX

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ELECTRICAL GROUND CONNECTION

AutoCAD SHX Text PB# PULL BOX NUMBER PULL BOX NUMBER PNL PANEL PANEL PV PHOTOVOLTAICS PHOTOVOLTAICS PVC40/80 SCHEDULE 40/80 PVC SCHEDULE 40/80 PVC RGD RIGID CONDUIT RIGID CONDUIT RTU REMOTE TERMINAL UNIT REMOTE TERMINAL UNIT SF SQUARE FEET SQUARE FEET SM# STATIC MAST NUMBER STATIC MAST NUMBER STRGE STORAGE STORAGE SUGG SUGGESTED SUGGESTED SWGR SWITCHGEAR SWITCHGEAR SYNC SYNCROSCOPE SYNCROSCOPE TBD TO BE DETERMINED TO BE DETERMINED TYP TYPICAL TYPICAL UNO (U.N.O.) UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE XFMR TRANSFORMER TRANSFORMER XFR TRANSFERTRANSFER

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HIGH VOLTAGE CONDUIT

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HV

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EXTERIOR LIGHT FIXTURE

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1. NATIONAL ELECTRIC SAFETY CODE (NESC) - ANSI STANDARD C2 2023 NATIONAL ELECTRIC SAFETY CODE (NESC) - ANSI STANDARD C2 2023 2. NATIONAL ELECTRIC CODE (NEC) - NFPA 70 2023 NATIONAL ELECTRIC CODE (NEC) - NFPA 70 2023 3. NEW MEXICO ELECTRIC CODE - TITLE 14, CHAPTER 10 (AS APPLICABLE) 2020 NEW MEXICO ELECTRIC CODE - TITLE 14, CHAPTER 10 (AS APPLICABLE) 2020 4. OWNER SUPPLEMENTAL ENGINEERING SPECIFICATIONS, AS APPLICABLE OWNER SUPPLEMENTAL ENGINEERING SPECIFICATIONS, AS APPLICABLE 5. CONSTRUCTION SPECIFICATIONS ARE INCORPORATED BY GENERAL REFERENCE. SEE TABLE OF SPECIFICATIONS FOR CONSTRUCTION SPECIFICATIONS ARE INCORPORATED BY GENERAL REFERENCE. SEE TABLE OF SPECIFICATIONS FOR COMPLETE LISTING OF AVAILABLE DOCUMENTS.

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ELECTRICAL CODES, STANDARDS & GUIDES:

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EQUIPMENT OR DEVICE DESIGNATION - SEE PROJECT ONE-LINE DIAGRAM

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LV

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(SS-XX)

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SAFETY:

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BOLT

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DIA.

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RECOMMENDED HARDWARE TORQUE VALUES

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RECOMMENDED TORQUE FOR LUBRICATED GALVANIZED & ALUMINUM HARDWARE FT. LBS.

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RECOMMENDED TORQUE NON-LUBRICATED STEEL & SILICON BRONZE HARDWARE FT. LBS.

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ALUMINUM

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GALV. STEEL

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SILICON BRONZE

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STEEL

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TIGHTEN BOLTED CONNECTIONS USING "BELLEVILLE" WASHERS UNTIL FLAT.

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1. SUBSTATION CONSTRUCTION SHALL MAINTAIN THE FOLLOWING ELECTRICAL SUBSTATION CONSTRUCTION SHALL MAINTAIN THE FOLLOWING ELECTRICAL ELECTRICAL CLEARANCES. NOTIFY THE ENGINEER IMMEDIATELY OF ANY VIOLATION OF THESE CLEARANCES. 2. 115 kV (550 kV BIL): 115 kV (550 kV BIL): : RECOMMENDED MIN. PHASE TO PHASE FOR VERTICAL SWITCHES = 7'-0" RECOMMENDED MIN. PHASE TO PHASE FOR VERTICAL SWITCHES = 7'-0" MINIMUM METAL TO METAL = 4'-5" METAL TO METAL = 4'-5" MINIMUM PHASE TO GROUND = 4'-0" MIN. BARE CONDUCTOR TO ROADWAYS FOR VEHICLE ACCESS = 23' MIN. BARE CONDUCTOR TO GROUND FOR PERSONNEL SAFETY = 11' 13.2 kV (110 kV BIL): (NOTE THAT 25 kV, 150 kV VALUES WILL BE USED) 13.2 kV (110 kV BIL): (NOTE THAT 25 kV, 150 kV VALUES WILL BE USED) : (NOTE THAT 25 kV, 150 kV VALUES WILL BE USED) RECOMMENDED MIN. PHASE TO PHASE FOR VERTICAL SWITCHES = 3'-0" MINIMUM METAL TO METAL = 1'-3" MINIMUM PHASE TO GROUND = 10" MIN. BARE CONDUCTOR TO ROADWAYS FOR VEHICLE ACCESS = 21' MIN. BARE CONDUCTOR TO GROUND FOR PERSONNEL SAFETY = 9' 3. "S" = SLIP FIT BUS SUPPORT "S" = SLIP FIT BUS SUPPORT 4. "F" = FIXED BUS SUPPORT "F" = FIXED BUS SUPPORT 5. "X" = EXPANSION BUS SUPPORT "X" = EXPANSION BUS SUPPORT 6. LISTED CLEARANCES ARE USED TO SET GENERAL DISTANCES AS A TRIGGER LISTED CLEARANCES ARE USED TO SET GENERAL DISTANCES AS A TRIGGER AS A TRIGGER LEVEL FOR THE CONTRACTOR TO GAUGE POSSIBLE PROBLEM AREAS. THEY DO POSSIBLE PROBLEM AREAS. THEY DO DO NOT REPRESENT EXACT MINIMUM DISTANCES. QUESTIONS REGARDING LISTED VALUES VALUES OR MEASURED VALUES SHOULD BE DIRECTED TO THE ENGINEER FOR CLARIFICATION AND/OR REVIEW. 7. SITE ELEVATION ~6595 FEET (2010 METERS) ASL.SITE ELEVATION ~6595 FEET (2010 METERS) ASL.

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TABLE OF SPECIFICATIONS:

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1. GENERAL REQUIREMENTS 2. SITE PREPARATION SPECIFICATION & DOCUMENTATION 3. CONCRETE SPECIFICATIONS 4. CONTROL BUILDING 5. FENCE SPECIFICATIONS 6. MATERIAL SPECIFICATIONS 7. BILL OF MATERIALS 8. CONSTRUCTION SPECIFICATIONS

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SEE SS-24 FOR LOCATIONS

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NTS

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NEW SUNSHINE SUBSTATION

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GENERAL NOTES

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NM

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SS-00

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ISSUED FOR BID PURPOSES ONLY

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LWB

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SLK

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KWA

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CITY OF GALLUP

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ELECTRIC UTILITIES DEPARTMENT

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GALLUP, NM

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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 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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SEQ #

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SCALE

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DWG NAME

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DESCRIPTION

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DATE

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BY

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REV

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-00.DWG DMENDOZA 8/6/2025 DMENDOZA 8/6/2025DMENDOZA 8/6/2025 8/6/20258/6/2025

AutoCAD SHX Text

STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

A-FRAME DEADEND STRUCTURE

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BREAKER

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MAIN POWER TRANSFORMER

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A-FRAME DEADEND STRUCTURE

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BREAKER (FUTURE)

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20' ACCESS GATE

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20' ACCESS GATE

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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 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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SEQ #

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SCALE

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DWG NAME

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DESCRIPTION

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DATE

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BY

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-01.DWG DMENDOZA 8/6/2025 DMENDOZA 8/6/2025DMENDOZA 8/6/2025 8/6/20258/6/2025

AutoCAD SHX Text

STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

AutoCAD SHX Text

NTS

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NEW SUNSHINE SUBSTATION

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BIRD'S EYE VIEW

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NM

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SS-01

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AutoCAD SHX Text

LWB

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SLK

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KWA

AutoCAD SHX Text 03/10/23

AutoCAD SHX Text 220011

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CITY OF GALLUP

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ELECTRIC UTILITIES DEPARTMENT

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GALLUP, NM

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AutoCAD SHX Text

ALTERNATE POWER TRANSFORMER (FUTURE)

AutoCAD SHX Text E

AutoCAD SHX Text

NTS

AutoCAD SHX Text E

AutoCAD SHX Text 8/5/2025

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KWA

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ISSUED FOR BID PURPOSES ONLY

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STATIC MAST WITH YARD LIGHTING (TYP.)

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NEW STATION PERIMETER FENCE

AutoCAD SHX Text TO 115kV LINE (BY OTHERS)

AutoCAD SHX Text TO 115kV LINE (BY OTHERS)

AutoCAD SHX Text

CONTROL BUILDING 32'X15'-8"

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NEW WALK GATE

GHOSTED ITEMS BY OTHER

CONTROL BUILDING 32'X15.5'

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A-FRAME DEADEND STRUCTURE

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115 KV BREAKER (FUTURE)

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ALTERNATE POWER TRANSFORMER (FUTURE)

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EXPRESS FDR TO NOE

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20' ACCESS GATE

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20' ACCESS GATE

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FDR 75

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FDR 74

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METERING BAY

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FDR 73

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FDR 72

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A-FRAME DEADEND STRUCTURE

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115 KV BREAKER

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MAIN POWER TRANSFORMER

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SM1

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PB1

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PB3

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SM4

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SM5

AutoCAD SHX Text E

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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 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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SEQ #

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SCALE

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DWG NAME

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DESCRIPTION

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DATE

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BY

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REV

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-02.DWG DMENDOZA 8/6/2025 DMENDOZA 8/6/2025DMENDOZA 8/6/2025 8/6/20258/6/2025

AutoCAD SHX Text

STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

AutoCAD SHX Text 1"=10'-0"

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

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SITE LAYOUT

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NM

AutoCAD SHX Text

SS-02

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LWB

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SLK

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KWA

AutoCAD SHX Text 03/10/23

AutoCAD SHX Text 220011

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CITY OF GALLUP

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ELECTRIC UTILITIES DEPARTMENT

AutoCAD SHX Text

GALLUP, NM

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AutoCAD SHX Text

SM3

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SM2

AutoCAD SHX Text 1"=10'-0"

AutoCAD SHX Text E

AutoCAD SHX Text 8/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

ISSUED FOR BID PURPOSES ONLY

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PB2

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N-S BASELINE

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E-W BASELINE

AutoCAD SHX Text N

AutoCAD SHX Text

NEW WALK GATE

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DUSK TO DAWN LIGHT

AutoCAD SHX Text

GHOSTED ITEMS BY OTHER

ALTERNATE STATION SERVICE FEEDER (TO BE INSTALLED BY OTHERS)

Feet 0 30 60

ISSUED FOR BID PURPOSES ONLY

AutoCAD SHX Text 1"=30'-0"

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

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SITE CIVIL PLAN

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NM

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SS-05

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AutoCAD SHX Text E

AutoCAD SHX Text 8/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

ISSUED FOR BID PURPOSES ONLY

AutoCAD SHX Text

LWB

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 03/10/23

AutoCAD SHX Text 220011

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

ELECTRIC UTILITIES DEPARTMENT

AutoCAD SHX Text

GALLUP, NM

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AutoCAD SHX Text E

AutoCAD SHX Text

EXISTING SITE SUBDIVISIONS

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EXISTING TRACK

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80' OF (2) 30" HDPE CULVERT

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RIP RAP LINED INLET

AutoCAD SHX Text

NATURAL LINING V-DITCH

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EXISTING TRACK

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PAD EDGE

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TRANSFORMER CONTAINMENT

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TRANSFORMER CONTAINMENT

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716 LF 8'+2 PERIMETER FENCE BY OTHERS

AutoCAD SHX Text

GRADING LIMITS

AutoCAD SHX Text

DRIVE PATH

AutoCAD SHX Text 15.5' x 32' CTRL BLDG

AutoCAD SHX Text R 30'

AutoCAD SHX Text R 30'

AutoCAD SHX Text R 30'

AutoCAD SHX Text R 30'

AutoCAD SHX Text R 30'

AutoCAD SHX Text R 30'

AutoCAD SHX Text A

AutoCAD SHX Text

THIS PG

AutoCAD SHX Text

EXISTING TRANSMISSION LINE

AutoCAD SHX Text

20' SWING GATES

AutoCAD SHX Text

20' SWING GATES

AutoCAD SHX Text R 30'

AutoCAD SHX Text

EDGE OF ACCESS

AutoCAD SHX Text

CHECK DAM (SEE SS-C10)

AutoCAD SHX Text

EXISTING CURB AND GUTTER

AutoCAD SHX Text

EXISTING CURB AND GUTTER

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MATCH EXISTING ROAD ELEVATION

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GOMEZ DRIVE

AutoCAD SHX Text

80' OF (2) 30" HDPE CULVERT

AutoCAD SHX Text

FEATURE LINE, TYP

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NOTE: CONCEPTUAL STATION IMPROVEMENTS SHOWN BUT WILL BE INSTALLED BY OTHERS.

AutoCAD SHX Text

CHECK DAM (SEE SS-C10)

AutoCAD SHX Text ROCK LINED V-DITCH TYPE VL RIP RAP D50=6" 12" THICK, 12' WIDTH CENTERED ON V-DITCH

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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 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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SEQ #

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SCALE

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DWG NAME

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DESCRIPTION

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DATE

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BY

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-05.DWG LBERNLOEHR 7/9/2025 LBERNLOEHR 7/9/2025LBERNLOEHR 7/9/2025 7/9/20257/9/2025

AutoCAD SHX Text

STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

AutoCAD SHX Text N

AutoCAD SHX Text

ROCK LINED, TYPE VL RIP RAP D50=6" 12" THICK

ROCK LINED , TYPE VL RIP RAP D50=6" 12" THICK

Feet 0 40 80

ISSUED FOR BID PURPOSES ONLY

AutoCAD SHX Text EXISTING BUILDING LINE PROJECT BOUNDARY LINE EXISTING EDGE OF PAVEMENT EXISTING CENTER LINE OF ROAD EXISTING EDGE OF DIRT ROAD FEATURE LINE EXISTING OVERHEAD ELECTRIC LINES GRADING LIMITS SPOT ELEVATION DETAIL CALL OUT SLOPE ARROW SECTION SLOPE PERCENTAGE ARROW TYPE VL RIP RAP

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2%

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text 35.50

AutoCAD SHX Text 1"=40'-0"

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SUBSTATION PAD GRADING PLAN

AutoCAD SHX Text

NM

AutoCAD SHX Text

SS-05A

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text 8/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

ISSUED FOR BID PURPOSES ONLY

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text

KWA

AutoCAD SHX Text 03/10/23

AutoCAD SHX Text 220011

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

ELECTRIC UTILITIES DEPARTMENT

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

%%UGENERAL NOTES

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EXCAVATION, BACKFILL & EARTHWORK:

AutoCAD SHX Text

1. A GEOTECHNICAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT A GEOTECHNICAL INVESTIGATION WAS CONDUCTED FOR THIS PROJECT AND IS AVAILABLE FROM THE ENGINEER. ALL EARTHWORK SHALL CONFORM WITH RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL INVESTIGATION. 2. ALL EXCAVATION WILL BE GOVERNED BY FEDERAL, STATE AND LOCAL ALL EXCAVATION WILL BE GOVERNED BY FEDERAL, STATE AND LOCAL LAWS, RULES, AND REGULATIONS CONCERNING CONSTRUCTION SAFETY AND HEALTH. 3. ALL EXCAVATED MATERIAL MUST REMAIN ON SITE. NO MATERIAL SHALL ALL EXCAVATED MATERIAL MUST REMAIN ON SITE. NO MATERIAL SHALL BE REMOVED FROM THE SITE. 4. ALL EXCAVATION BACKFILL WITHIN THE SUBSTATION SITE SHALL BE ALL EXCAVATION BACKFILL WITHIN THE SUBSTATION SITE SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR PER ASTM OR D-1557. 5. ALL SLOPE 3:1 TO 2:1 SHALL INCLUDE TURF REINFORCEMENT MAT. ALL SLOPE 3:1 TO 2:1 SHALL INCLUDE TURF REINFORCEMENT MAT. 6. ALL SURVEY BENCHMARKS ARE AVAILABLE ON SURVEY CONTROL ALL SURVEY BENCHMARKS ARE AVAILABLE ON SURVEY CONTROL SHEET, SHEET SS-C02.

AutoCAD SHX Text

1. EARTHWORK QUANTITIES: EARTHWORK QUANTITIES: CUT: 2415 CUBIC YARDS 2415 CUBIC YARDS FILL: 2380 CUBIC YARDS 2380 CUBIC YARDS NET: 35 CUBIC YARDS CUT 35 CUBIC YARDS CUT RIP RAP: 280 CUBIC YARDS NET HAULAGE: 315 CUBIC YARDS 2. SHOWN VALUES QUANTITIES DO SHOWN VALUES QUANTITIES DO NOT INCLUDE SWELL OR SHRINK FACTORS

AutoCAD SHX Text

EXISTING TRANSMISSION LINE

AutoCAD SHX Text 4:1

AutoCAD SHX Text 0.8%

AutoCAD SHX Text B

AutoCAD SHX Text

SS-C05

AutoCAD SHX Text A

AutoCAD SHX Text

SS-C05

AutoCAD SHX Text .3%

AutoCAD SHX Text

SEE SHEET SS-C11 FOR DETAILS

AutoCAD SHX Text

SEE SHT SS-C08 FOR STORM WATER PLAN & PROFILE

AutoCAD SHX Text H:V

AutoCAD SHX Text

BASIN BOUNDARY

AutoCAD SHX Text

BASIN BOUNDARY

AutoCAD SHX Text

BASIN BOUNDARY

AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FINAL MAJOR CONTOUR FINAL MINOR CONTOUR

AutoCAD SHX Text 2.3%

AutoCAD SHX Text N

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CKD:

AutoCAD SHX Text

APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB#:

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

SEQ #

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SCALE

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DWG NAME

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DESCRIPTION

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DATE

AutoCAD SHX Text

BY

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REV

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-05A.DWG LBERNLOEHR 7/9/2025 LBERNLOEHR 7/9/2025LBERNLOEHR 7/9/2025 7/9/20257/9/2025

AutoCAD SHX Text

STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

AutoCAD SHX Text 4:1

AutoCAD SHX Text H:V

AutoCAD SHX Text 4:1

AutoCAD SHX Text H:V

AutoCAD SHX Text 2.1%

AutoCAD SHX Text 0.6%

AutoCAD SHX Text 4:1

AutoCAD SHX Text H:V

AutoCAD SHX Text

SEE SHT SS-C09 FOR STORM WATER PLAN & PROFILE

SEE SHT SS-C11 FOR DETENSION POND GRADING

"FOR INFORMATION ONLY - SEE GEOTECH

REPORT FOR DETAILS"

AutoCAD SHX Text 1/16"=1'-0"

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SITE GEOTECHNICAL DETAILS

AutoCAD SHX Text

NM

AutoCAD SHX Text

SS-06

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text 8/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

ISSUED FOR BID PURPOSES ONLY

AutoCAD SHX Text

LWB

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 03/10/23

AutoCAD SHX Text 220011

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

ELECTRIC UTILITIES DEPARTMENT

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CKD:

AutoCAD SHX Text

APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB#:

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

SEQ #

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SCALE

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DWG NAME

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DESCRIPTION

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DATE

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BY

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-06.DWG SKETCHAM 7/10/2025 SKETCHAM 7/10/2025SKETCHAM 7/10/2025 7/10/20257/10/2025

AutoCAD SHX Text

STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

AutoCAD SHX Text

AutoCAD SHX Text

BORE LOCATION

AutoCAD SHX Text NOTES: 1. BACKGROUND SHOWN FOR REFERENCE ONLY BACKGROUND SHOWN FOR REFERENCE ONLY 2. SEE GEOTECHNICAL REPORT. PREPARED BY SEE GEOTECHNICAL REPORT. PREPARED BY YEDOMA CONSULTANTS, LLC DATED 10/19/2023.

AutoCAD SHX Text GROUND RESISTIVITY TEST LOCATION & ORIENTATION (FINAL 50 FOOT PROBE SPACING SHOWN-OVERALL PROBE STRING LENGTH IS 150')

AutoCAD SHX Text

BORE DESIGNATION

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text

EASTING

AutoCAD SHX Text

LAT

AutoCAD SHX Text

LONG

AutoCAD SHX Text

GR1

AutoCAD SHX Text 1653816.32

AutoCAD SHX Text 2456349.89

AutoCAD SHX Text N35°32'30.8"

AutoCAD SHX Text W108°43'47.8"

AutoCAD SHX Text

GR2

AutoCAD SHX Text 1653785.38

AutoCAD SHX Text 2456464.63

AutoCAD SHX Text N35°32'31.1"

AutoCAD SHX Text W108°43'46.5"

AutoCAD SHX Text B1

AutoCAD SHX Text 1653844.82

AutoCAD SHX Text 2456315.12

AutoCAD SHX Text N35°32'31.7"

AutoCAD SHX Text W108°43'48.3"

AutoCAD SHX Text B2

AutoCAD SHX Text 1653837.07

AutoCAD SHX Text 2456413.52

AutoCAD SHX Text N35°32'31.6"

AutoCAD SHX Text W108°43'47.1"

AutoCAD SHX Text B3

AutoCAD SHX Text 1653802.34

AutoCAD SHX Text 2456413.55

AutoCAD SHX Text N35°32'31.2"

AutoCAD SHX Text W108°43'47.1"

AutoCAD SHX Text B4

AutoCAD SHX Text 1653812.52

AutoCAD SHX Text 2456496.62

AutoCAD SHX Text N35°32'31.3"

AutoCAD SHX Text W108°43'46.1"

AutoCAD SHX Text B5

AutoCAD SHX Text 1653777.22

AutoCAD SHX Text 2456496.22

AutoCAD SHX Text N35°32'31.0"

AutoCAD SHX Text W108°43'46.1"

AutoCAD SHX Text B6

AutoCAD SHX Text 1653761.11

AutoCAD SHX Text 2456438.21

AutoCAD SHX Text N35°32'30.8"

AutoCAD SHX Text W108°43'46.8"

AutoCAD SHX Text B7

AutoCAD SHX Text 1653761.74

AutoCAD SHX Text 2456353.69

AutoCAD SHX Text N35°32'30.8"

AutoCAD SHX Text W108°43'47.8"

AutoCAD SHX Text

GR1

AutoCAD SHX Text B1

AutoCAD SHX Text B2

AutoCAD SHX Text B3

AutoCAD SHX Text B4

AutoCAD SHX Text B5

AutoCAD SHX Text B6

AutoCAD SHX Text B7

GR1

α

Feet 0 30 60

CONTROL POINT TABLE

POINT

NUMBER

NORTHING

(USSURVEYFOOT)

EASTING

(USSURVEYFOOT)

ELEVATION

(USSURVEYFOOT) DESCRIPTION

119 1653623.707 2456358.565 6587.19 BASE ACAP

120 1654035.965 2456120.957 6605.837 ACAP NMPS 13606

121 1653925.321 2456361.558 6592.93 CP 70 ACAP

122 1653650.802 2456290.255 6589.778 CP 71 ACAP

123 1653720.864 2456599.647 6584.848 CP 72 ACAP

AutoCAD SHX Text 1"=30'-0"

AutoCAD SHX Text

NEW SUNSHINE SUBSTATION

AutoCAD SHX Text

SITE LAYOUT & SURVEY CONTROL

AutoCAD SHX Text

NM

AutoCAD SHX Text

SS-07

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text 8/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

ISSUED FOR BID PURPOSES ONLY

AutoCAD SHX Text

LWB

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 03/10/23

AutoCAD SHX Text 220011

AutoCAD SHX Text

CITY OF GALLUP

AutoCAD SHX Text

ELECTRIC UTILITIES DEPARTMENT

AutoCAD SHX Text

GALLUP, NM

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text BASIS OF BEARING - Bearings shown hereon are based on the New Mexico State

AutoCAD SHX Text Plane Coordinate System, West Zone, North American Datum of 1983

AutoCAD SHX Text Ground to Grid factor = 0.99968637712, AutoCAD SHX Text 1.

AutoCAD SHX Text = -00%%D31'16". All bearings are grid bearings, distances are ground distances.

AutoCAD SHX Text Field data for this project was obtained using Trimble dual frequency GPS receivers in RTK and Static Mode. Horizontal and vertical control calibration was generated from National Geodetic Survey's Online Positioning User Service (OPUS) with an observation at the base control point. The base control point 1 is a true State Plane Coordinate. Coordinates are NAD83, New Mexico State Plane, West Zone, in US Survey feet. All other points and coordinates are ground coordinates related to the base control point. Elevations shown are NGVD29. These elevations were converted using a one point control at the base control station. All field work was completed by the field crews and supervised by Katherine Gallegos NMPLS No. 22500.

AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR FINAL MAJOR CONTOUR FINAL MINOR CONTOUR TYPE VL RIP RAP

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

GOMEZ DRIVE

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CKD:

AutoCAD SHX Text

APVD:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB#:

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

SEQ #

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SCALE

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DWG NAME

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DESCRIPTION

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DATE

AutoCAD SHX Text

BY

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REV

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\08 SS-07.DWG SKETCHAM 7/10/2025 SKETCHAM 7/10/2025SKETCHAM 7/10/2025 7/10/20257/10/2025

AutoCAD SHX Text

STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

AutoCAD SHX Text N

NOTES: 1. REFERENCE SS-09 FOR SITE OVERVIEW REFERENCE SS-09 FOR SITE OVERVIEW 2. REFERENCE SS-30 FOR FOUNDATION REFERENCE SS-30 FOR FOUNDATION LAYOUT. 3. THIS SHEET PROVIDED TO SHOW THIS SHEET PROVIDED TO SHOW APPROXIMATE CENTERLINE OFFSETS FROM STATION FENCE AS STAKED BY T&D. 4. PROPERTY LINE NOT SHOWN, OUTSIDE PROPERTY LINE NOT SHOWN, OUTSIDE OF SHOWN AREA.

A-FRAME DEADEND STRUCTURE

AutoCAD SHX Text

115 KV BREAKER (FUTURE)

AutoCAD SHX Text

ALTERNATE POWER TRANSFORMER (FUTURE)

AutoCAD SHX Text

EXPRESS FDR TO NOE

AutoCAD SHX Text

ACCESS GATE

AutoCAD SHX Text

ACCESS GATE

AutoCAD SHX Text

FDR 75

AutoCAD SHX Text

FDR 74

AutoCAD SHX Text

METERING BAY

AutoCAD SHX Text

FDR 73

AutoCAD SHX Text

FDR 72

AutoCAD SHX Text

A-FRAME DEADEND STRUCTURE

AutoCAD SHX Text

115 KV BREAKER

AutoCAD SHX Text

MAIN POWER TRANSFORMER

AutoCAD SHX Text

SM1

AutoCAD SHX Text

PB1

AutoCAD SHX Text

PB3

AutoCAD SHX Text

SM5

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CKD:

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APVD:

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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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AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\11 SS-10.DWG DMENDOZA 8/6/2025 DMENDOZA 8/6/2025DMENDOZA 8/6/2025 8/6/20258/6/2025

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STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

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NEW SUNSHINE SUBSTATION

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ELECTRICAL ARRANGEMENT

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NM

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SS-10

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LWB

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SLK

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KWA

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CITY OF GALLUP

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ELECTRIC UTILITIES DEPARTMENT

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GALLUP, NM

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KWA

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ISSUED FOR BID PURPOSES ONLY

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TO 115 KV TRANSMISSION LINE

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CONTROL BUILDING 32'X15.5'

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PB2

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N-S BASELINE

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E-W BASELINE

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TO 115 KV TRANSMISSION LINE

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PAD

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TANK

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PAD

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NEW WALK GATE

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GHOSTED ITEMS BY OTHER

3/16"=1'-0"

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NEW SUNSHINE SUBSTATION

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ELECTRICAL ARRANGEMENT SECTIONS A, B & C

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NM

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SS-11

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KWA

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ISSUED FOR BID PURPOSES ONLY

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LWB

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SLK

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KWA

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CITY OF GALLUP

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ELECTRIC UTILITIES DEPARTMENT

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GALLUP, NM

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CKD:

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APVD:

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DATE:

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JOB#:

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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AutoCAD SHX Text S:\04 STATIONS\NM\CITY OF GALLUP\NEW SUNSHINE\ELECTRICAL ARRANGEMENT\ELECTRICAL ARRANGEMENT\SS-11.DWG DMENDOZA 7/9/2025 DMENDOZA 7/9/2025DMENDOZA 7/9/2025 7/9/20257/9/2025

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STATE

AutoCAD SHX Text Transmission & Distribution Services, LLC Professional Engineers & Surveyors Ph. 505-344-4234

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

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%%UELEVATION "A"

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%%UELEVATION "B"

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%%UELEVATION "C"

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BOLT

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DIA.

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RECOMMENDED HARDWARE TORQUE VALUES

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RECOMMENDED TORQUE FOR LUBRICATED GALVANIZED & ALUMINUM HARDWARE FT. LBS.

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RECOMMENDED TORQUE NON-LUBRICATED STEEL & SILICON BRONZE HARDWARE FT. LBS.

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ALUMINUM

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GALV. STEEL

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SILICON BRONZE

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STEEL

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TIGHTEN BOLTED CONNECTIONS USING "BELLEVILLE" WASHERS UNTIL FLAT.

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1. SUBSTATION CONSTRUCTION SHALL MAINTAIN THE FOLLOWING SUBSTATION CONSTRUCTION SHALL MAINTAIN THE FOLLOWING ELECTRICAL CLEARANCES. NOTIFY THE ENGINEER IMMEDIATELY OF ANY VIOLATION OF THESE CLEARANCES. 2. 13.2kV: RECOMMENDED PHASE TO PHASE = 3'-0" 13.2kV: RECOMMENDED PHASE TO PHASE = 3'-0" RECOMMENDED PHASE TO PHASE = 3'-0" MINIMUM METAL TO METAL = 1'-3" METAL TO METAL = 1'-3" MINIMUM PHASE TO GROUND = 10" (NOTE THAT 25 kV, 150 kV BIL CLEARANCES USED FOR SWITCH MOUNTINGS) 3. 115 kV: RECOMMENDED PHASE TO PHASE = 7'-0" RECOMMENDED PHASE TO PHASE = 7'-0" MINIMUM METAL TO METAL = 4'-5" METAL TO METAL = 4'-5" MINIMUM PHASE TO GROUND = 4'-0" 4. "S" = SLIP FIT BUS SUPPORT "S" = SLIP FIT BUS SUPPORT 5. "F" = FIXED BUS SUPPORT "F" = FIXED BUS SUPPORT 6. "X" = EXPANSION BUS SUPPORT "X" = EXPANSION BUS SUPPORT 7. LISTED CLEARANCES ARE USED TO SET GENERAL DISTANCES LISTED CLEARANCES ARE USED TO SET GENERAL DISTANCES AS A TRIGGER LEVEL FOR THE CONTRACTOR TO GAUGE POSSIBLE PROBLEM AREAS. THEY DO NOT REPRESENT EXACT MINIMUM DISTANCES. QUESTIONS REGARDING LISTED VALUES MINIMUM DISTANCES. QUESTIONS REGARDING LISTED VALUES OR MEASURED VALUES SHOULD BE DIRECTED TO THE ENGINEER FOR CLARIFICATION AND/OR REVIEW.

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DESIGNATES ELEVATION OR SECTION ORIENTATION & START/END POINT.

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DESIGNATES ELEVATION OR SECTION CALL-OUT NAME.

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DESIGNATES ELEVATION OR SECTION START/END POINT.

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DESIGNATES SHEET NUMBER CALL-OUT IS SHOWN ON.

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OMMITTED

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XX

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XX

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XX

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(SS-XX)

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