8-Final Corrected Set for construction.pdf

9 MB Posted

Attached to
Foundation Piers for White Rock Substation ReBid
Solicitation number
IFB26-48R
Issued by
Los Alamos County, New Mexico

About this file

Written by GovTribe AI ·

This is a set of construction drawings issued for foundation bid purposes by the Los Angeles County Department of Public Utilities for the White Rock Substation electrical improvement project located near State Highway 4 in White Rock, New Mexico (latitude 35°49'41.31"N, longitude 106°12'41.60"W). The project involves the construction of foundation piers and supporting infrastructure for a new transformer installation at an existing substation. The drawings include electrical arrangement plans, site layouts, foundation details, conduit routing, grounding schematics, and anchor bolt specifications. The project requires three foundation pier designations (L9-1, L6-1, and L9-2) with estimated concrete quantities ranging from 2.62 to 31.64 cubic yards per unit, as well as transformer containment structures with associated pad work. The drawings were issued at 30% design review on December 5, 2025, revised to 60% design review on December 8, 2025, and finalized for foundation bid purposes on December 18, 2025. The contractor is responsible for construction surveying, layout, utility location verification through New Mexico 811 Damage Prevention Center, and maintaining red-line drawings throughout the project with submission of final record drawings within ten working days of completion.

The project specifications require compliance with the National Electric Safety Code (NESC) ANSI C2 2017, National Electric Code (NEC) NFPA 70 2017, New Mexico Electric Code Title 14 Chapter 10, and applicable OSHA standards for excavation and trenching. All concrete shall be Type II cement with minimum 4000 PSI compressive strength at 28 days with 4% air entrainment, and all reinforcing steel shall be 60 KSI deformed bars (ASTM A-615). Anchor bolts must be ASTM F1554 Grade 36, hot-dipped galvanized, and set using anchor bolt setting templates. Geotechnical design is based on a foundation evaluation report by Geotest, Inc. (Job No. 1-51006, dated October 24, 2025). Construction limitations include maintaining minimum electrical clearances of 7 feet phase-to-phase and 4 feet 5 inches metal-to-metal for 115 kV systems, conducting work within posted construction boundaries with written owner permission, and maintaining barricades around energized equipment. Medium voltage conduits must be buried minimum 48 inches below grade, while low voltage conduits require minimum 24-inch burial depth.

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Other files

File Type Posted
4-IFB - Certification Regarding Debarment Suspension Form.pdf PDF
2-IFB - List of Subcontractors.pdf PDF
12-IFB26-48R Foundation Piers for White Rock Substation ReBid FINAL SIGNED.pdf PDF
14-Addendum 2 IFB26-48R FINAL.pdf PDF
15-Addendum 3 IFB26-48RFINAL.pdf PDF
7-IFB - Authorization for Verification of Information.pdf PDF
9-BIDDER CERTIFICATION OF BID SUBMISSION.pdf PDF
5-IFB - Campaign Contribution Form.pdf PDF
10-TAB 4 - 4-Concrete.LACDPU.WR26.pdf PDF
1-IFB - Permanent Main Office Address of Company.pdf PDF
6-IFB - Bid Bond.pdf PDF
11-IFB Request for Preference Form.pdf PDF
13-Addendum 1 IFB26-48R FINAL.pdf PDF
16-Addendum 4 IFB26-48R FINAL.pdf PDF
3-IFB - Copy of Bidders State of NM Contractors License(s).pdf PDF
Show all 15

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12/18/2025

ISSUED FOR FOUNDATION BID PURPOSES

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DEPARTMENT OF PUBLIC UTILITIES

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LOS ALAMOS COUNTY

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WHITE ROCK, NEW MEXICO

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WHITE ROCK SUBSTATION

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LACDPU

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AutoCAD SHX Text WR-00 GENERAL ELECTRICAL NOTES GENERAL ELECTRICAL NOTES WR-01 BIRD'S EYE VIEW BIRD'S EYE VIEW WR-02E EXISTING SITE LAYOUT EXISTING SITE LAYOUT WR-02 SITE LAYOUT SITE LAYOUT WR-09 CRANE/TRANSPORT DIAGRAM (CONCEPTUAL) CRANE/TRANSPORT DIAGRAM (CONCEPTUAL) WR-10R ELECTRICAL ARRANGEMENT (REMOVAL) ELECTRICAL ARRANGEMENT (REMOVAL) WR-10 ELECTRICAL ARRANGEMENT ELECTRICAL ARRANGEMENT WR-11 SECTIONS A & B SECTIONS A & B WR-20 CONNECTION DETAILS CONNECTION DETAILS WR-24 BUS CUTTING SCHEDULE BUS CUTTING SCHEDULE WR-25 FASTENER DETAILS FASTENER DETAILS WR-30 FOUNDATION LAYOUT & DETAILS FOUNDATION LAYOUT & DETAILS WR-31 FOUNDATION DETAILS FOUNDATION DETAILS WR-32 TRANSFORMER CONTAINMENT PLAN TRANSFORMER CONTAINMENT PLAN WR-33 TRANSFORMER CONTAINMENT DETAILS TRANSFORMER CONTAINMENT DETAILS WR-39 ANCHOR BOLT & TEMPLATE SCHEDULES ANCHOR BOLT & TEMPLATE SCHEDULES WR-40 CONDUIT LAYOUT CONDUIT LAYOUT WR-41 CONDUIT DETAILS CONDUIT DETAILS WR-42 PULL BOX ASSIGNMENTS PULL BOX ASSIGNMENTS WR-43 CONDUIT AND CABLE SCHEDULES CONDUIT AND CABLE SCHEDULES WR-50 GROUNDING LAYOUT GROUNDING LAYOUT WR-51 GROUNDING DETAILS GROUNDING DETAILS WR-53 TRANSFORMER GROUNDING DETAILS TRANSFORMER GROUNDING DETAILS WR-70 BILL OF MATERIALS BILL OF MATERIALS WR-201 ONE-LINE DIAGRAM ONE-LINE DIAGRAM

AutoCAD SHX Text Transmission & Distribution Services, LLC

AutoCAD SHX Text Professional Engineers & Surveyors

AutoCAD SHX Text 5401 Beverly Hills Ave NE

AutoCAD SHX Text Albuquerque, NM 87113

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NUMBER DESCRIPTIONDESCRIPTION

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NUMBER DESCRIPTIONDESCRIPTION

AutoCAD SHX Text LAT: 35 49'41.31"N ADDRESS: NEAR 35°49'41.31"NADDRESS: NEAR 115 STATE HIGHWAY 4 LON: 106 12'41.60"W WHITE ROCK, NM 87544 106°12'41.60"WWHITE ROCK, NM 87544 (NORTHEAST OF THE WHITE ROCK VISITOR CENTER)

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INCLUDED WITH SUBMITTAL

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NOTE:

SOME PROJECT DRAWINGS ARE INCLUDED FOR OVERAL PROJECT INFORMATIONAL PURPOSES.

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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 LOS ALAMOS COUNTY DEPARTMENT OF PUBLIC UTILITIES (LACDPU).

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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 OF THE OWNER. 2. PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES WITHIN ADJACENT RIGHT-OF-WAYS OR OUTSIDE OF POSTED PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES WITHIN ADJACENT RIGHT-OF-WAYS 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 ACT (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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SAFETY:

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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 OWNER PROVIDED CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SURVEYING & LAYOUT. BASED ON OWNER PROVIDED BENCHMARKS AND SURVEY CONTROL POINTS.

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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 (LACDPU) AND/OR NEW MEXICO 811 DAMAGE PREVENTION CENTER (NEW CONTRACTOR SHALL CONTACT THE OWNER (LACDPU) 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 (LACDPU) 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.

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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 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 FO FIBER OPTICS FIBER OPTICS FUT FUTURE FUTURE GEN GENERATOR GENERATOR 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 SCALENOT TO SCALE

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LOW VOLTAGE CONDUIT

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SUBSTATION FENCE

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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. 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" 3. "S" = SLIP FIT BUS SUPPORT "S" = SLIP FIT BUS SUPPORT 4. "F" = FIXED BUS SUPPORT "F" = FIXED BUS SUPPORT 5. 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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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 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 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 2017 NATIONAL ELECTRIC SAFETY CODE (NESC) - ANSI STANDARD C2 2017 2. NATIONAL ELECTRIC CODE (NEC) - -NFPA 70 2017 NATIONAL ELECTRIC CODE (NEC) - -NFPA 70 2017 3. NEW MEXICO ELECTRIC CODE - TITLE 14, CHAPTER 10 (AS APPLICABLE) 2014 NEW MEXICO ELECTRIC CODE - TITLE 14, CHAPTER 10 (AS APPLICABLE) 2014 4. OWNER SUPPLEMENTAL ENGINEERING SPECIFICATIONS, AS APPLICABLE OWNER SUPPLEMENTAL ENGINEERING SPECIFICATIONS, AS APPLICABLE 5. CONSTRUCTION SPECIFICATIONS SHALL ALSO BE REFERENCED AND ARE INCORPORATED BY GENERAL REFERENCE. SEE CONSTRUCTION SPECIFICATIONS SHALL ALSO BE REFERENCED AND ARE INCORPORATED BY GENERAL REFERENCE. SEE TABLE OF SPECIFICATION FOR COMPLETE LISTING OF DOCUMENTS AVAILABLE.

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ELECTRICAL CODES, STANDARDS & GUIDES:

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EQUIPMENT OR DEVICE DESIGNATION - SEE ONE-LINE DIAGRAM WR-201

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(WR-XX)

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LV

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NTS

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WHITE ROCK SUBSTATION

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GENERAL ELECTRICAL NOTES

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NM

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WR-00

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KWA

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60% DESIGN REVIEW

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DEPARTMENT OF PUBLIC UTILITIES

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WHITE ROCK, NEW MEXICO

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ISSUED FOR FOUNDATION BID PURPOSES

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LOS ALAMOS COUNTY

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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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AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-00.DWG DMENDOZA 12/18/2025 DMENDOZA 12/18/2025DMENDOZA 12/18/2025 12/18/202512/18/2025

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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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NTS

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WHITE ROCK SUBSTATION

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BIRD'S EYE VIEW

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NM

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ISSUED FOR FOUNDATION BID PURPOSES

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DWN:

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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\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-01.DWG DMENDOZA 12/18/2025 DMENDOZA 12/18/2025DMENDOZA 12/18/2025 12/18/202512/18/2025

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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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DEPARTMENT OF PUBLIC UTILITIES

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WHITE ROCK, NEW MEXICO

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LOS ALAMOS COUNTY

AutoCAD SHX Text REMAINDER OF STATION NOT SHOWN BUT WILL REMAIN ENERGIZED DURING THE PROJECT - ERECT BARRICADES TO GUARD ENERGIZED AREAS FROM ACCESS

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GHOSTED EQUIPMENT IS EXISTING

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CAUTION: EXISTING STATION COMPONENTS ARE ENERGIZED.

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WHITE ROCK SUBSTATION

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EXISTING SITE LAYOUT

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AutoCAD SHX Text 250092

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ISSUED FOR FOUNDATION BID PURPOSES

AutoCAD SHX Text

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.

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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\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-02E.DWG LBERNLOEHR 12/8/2025 LBERNLOEHR 12/8/2025LBERNLOEHR 12/8/2025 12/8/202512/8/2025

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 A

AutoCAD SHX Text

DEPARTMENT OF PUBLIC UTILITIES

AutoCAD SHX Text

WHITE ROCK, NEW MEXICO

AutoCAD SHX Text

LOS ALAMOS COUNTY

AutoCAD SHX Text

EXISTING STATION FENCE

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EXISTING STORAGE BUILDING

AutoCAD SHX Text

EXISTING CIRCUIT SWITCHER

AutoCAD SHX Text

EXISTING SWGR BUILDING

AutoCAD SHX Text

SCADA

AutoCAD SHX Text

OPENING DIRECTION

AutoCAD SHX Text

EXISTING HV PULL BOX

AutoCAD SHX Text N

AutoCAD SHX Text

EXISTING 20' ACCESS GATE

AutoCAD SHX Text

CAUTION: EXISTING STATION COMPONENTS ARE ENERGIZED.

KAdams Text Box

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text

WHITE ROCK SUBSTATION

AutoCAD SHX Text

SITE LAYOUT

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NM

AutoCAD SHX Text

WR-02

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AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

DSM

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

AutoCAD SHX Text

ISSUED FOR FOUNDATION BID PURPOSES

AutoCAD SHX Text

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CKD:

AutoCAD SHX Text

APVD:

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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.

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SEQ #

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DATE

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BY

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SHEET

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AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-02.DWG DMENDOZA 12/15/2025 DMENDOZA 12/15/2025DMENDOZA 12/15/2025 12/15/202512/15/2025

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 A

AutoCAD SHX Text

DEPARTMENT OF PUBLIC UTILITIES

AutoCAD SHX Text

WHITE ROCK, NEW MEXICO

AutoCAD SHX Text

LOS ALAMOS COUNTY

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EXISTING STATION FENCE

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EXISTING STORAGE BUILDING

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EXISTING CIRCUIT SWITCHER

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EXISTING SWGR BUILDING

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SCADA

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OPENING DIRECTION

AutoCAD SHX Text F2

AutoCAD SHX Text F1

AutoCAD SHX Text F3

AutoCAD SHX Text

PT/ CPT

AutoCAD SHX Text

YARD INTERFACE CABINET

AutoCAD SHX Text

EXISTING HV PULL BOX

AutoCAD SHX Text N

AutoCAD SHX Text

XFMR AIR TERMINAL CHAMBER

AutoCAD SHX Text

GHOSTED EQUIPMENT IS EXISTING

AutoCAD SHX Text

TANK

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PAD

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TANK

AutoCAD SHX Text

EXISTING 20' ACCESS GATE

AutoCAD SHX Text

NEW BUS SUPPORT ON EXISTING FOUNDATION

AutoCAD SHX Text

CAUTION: EXISTING STATION COMPONENTS ARE ENERGIZED.

KAdams Text Box

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text

WHITE ROCK SUBSTATION

AutoCAD SHX Text

ELECTRICAL ARRANGEMENT (REMOVAL)

AutoCAD SHX Text

NM

AutoCAD SHX Text

WR-10R

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

DSM

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

AutoCAD SHX Text

ISSUED FOR FOUNDATION BID PURPOSES

AutoCAD SHX Text

AutoCAD SHX Text

DEPARTMENT OF PUBLIC UTILITIES

AutoCAD SHX Text

WHITE ROCK, NEW MEXICO

AutoCAD SHX Text

LOS ALAMOS COUNTY

AutoCAD SHX Text

DWN:

AutoCAD SHX Text

CKD:

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APVD:

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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.

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SEQ #

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SCALE

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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\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-10R.DWG DMENDOZA 12/18/2025 DMENDOZA 12/18/2025DMENDOZA 12/18/2025 12/18/202512/18/2025

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

EXISTING STATION FENCE

AutoCAD SHX Text

EXISTING STORAGE BUILDING

AutoCAD SHX Text

EXISTING CIRCUIT SWITCHER

AutoCAD SHX Text

EXISTING SWGR BUILDING

AutoCAD SHX Text

SCADA

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WR1 XFMR

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OPENING DIRECTION

AutoCAD SHX Text F2

AutoCAD SHX Text F1

AutoCAD SHX Text F3

AutoCAD SHX Text

PT/ CPT

AutoCAD SHX Text

YARD INTERFACE CABINET

AutoCAD SHX Text

EXISTING HV PULL BOX

AutoCAD SHX Text N

AutoCAD SHX Text

EXISTING TRANSFORMER TO BE REMOVED. FOUNDATION TO REMAIN

AutoCAD SHX Text

AutoCAD SHX Text X1

AutoCAD SHX Text

EXISTING BOTTOM STEP TO BE REMOVED

AutoCAD SHX Text

AutoCAD SHX Text X1

AutoCAD SHX Text

EXISTING AIR TERMINAL CHAMBER TO BE REMOVED, COVER & SEAL DURING CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text X1

AutoCAD SHX Text

EXISTING FOUNDATION TO REMAIN

AutoCAD SHX Text REMAINDER OF STATION WILL REMAIN ENERGIZED DURING THE PROJECT - ERECT BARRICADES TO GUARD ENERGIZED AREAS FROM ACCESS

AutoCAD SHX Text

EXISTING 20' ACCESS GATE

AutoCAD SHX Text

CAUTION: EXISTING STATION COMPONENTS ARE ENERGIZED.

KAdams Text Box

AutoCAD SHX Text 3/16"=1'-0"

AutoCAD SHX Text

WHITE ROCK SUBSTATION

AutoCAD SHX Text

ELECTRICAL ARRANGEMENT

AutoCAD SHX Text

NM

AutoCAD SHX Text

WR-10

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

DSM

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

AutoCAD SHX Text

ISSUED FOR FOUNDATION BID PURPOSES

AutoCAD SHX Text

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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REV

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-10.DWG LBERNLOEHR 12/10/2025 LBERNLOEHR 12/10/2025LBERNLOEHR 12/10/2025 12/10/202512/10/2025

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 A

AutoCAD SHX Text

DEPARTMENT OF PUBLIC UTILITIES

AutoCAD SHX Text

WHITE ROCK, NEW MEXICO

AutoCAD SHX Text

LOS ALAMOS COUNTY

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING STATION FENCE

AutoCAD SHX Text

EXISTING STORAGE BUILDING

AutoCAD SHX Text

EXISTING CIRCUIT SWITCHER

AutoCAD SHX Text

EXISTING SWGR BUILDING

AutoCAD SHX Text

SCADA

AutoCAD SHX Text

OPENING DIRECTION

AutoCAD SHX Text REMAINDER OF STATION WILL REMAIN ENERGIZED DURING THE PROJECT - ERECT BARRICADES TO GUARD ENERGIZED AREAS FROM ACCESS

AutoCAD SHX Text F2

AutoCAD SHX Text F1

AutoCAD SHX Text F3

AutoCAD SHX Text

PT/ CPT

AutoCAD SHX Text

YARD INTERFACE CABINET

AutoCAD SHX Text

EXISTING HV PULL BOX

AutoCAD SHX Text N

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

GHOSTED EQUIPMENT IS EXISTING

AutoCAD SHX Text

EXISTING 20' ACCESS GATE

AutoCAD SHX Text

XFMR AIR TERMINAL CHAMBER

AutoCAD SHX Text

CAUTION: EXISTING STATION COMPONENTS ARE ENERGIZED.

KAdams Text Box

3/16"=1'-0"

AutoCAD SHX Text

WHITE ROCK SUBSTATION

AutoCAD SHX Text

SECTIONS A & B

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NM

AutoCAD SHX Text

WR-11

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

DSM

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

AutoCAD SHX Text

ISSUED FOR FOUNDATION BID PURPOSES

AutoCAD SHX Text

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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REV

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-11.DWG LBERNLOEHR 12/8/2025 LBERNLOEHR 12/8/2025LBERNLOEHR 12/8/2025 12/8/202512/8/2025

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 A

AutoCAD SHX Text

DEPARTMENT OF PUBLIC UTILITIES

AutoCAD SHX Text

WHITE ROCK, NEW MEXICO

AutoCAD SHX Text

LOS ALAMOS COUNTY

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

%%UELEVATION "A"

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EXISTING STATION BUSWORK

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DESIGNATES ELEVATION OR SECTION CALL-OUT NAME.

AutoCAD SHX Text

DESIGNATES SHEET NUMBER CALL-OUT IS SHOWN ON.

AutoCAD SHX Text

LEGEND

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AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text I

AutoCAD SHX Text

OMMITTED

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XX

AutoCAD SHX Text X

AutoCAD SHX Text

(WR-XX)

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BOLT

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DIA.

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RECOMMENDED HARDWARE TORQUE VALUES

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 34"

AutoCAD SHX Text 58"

AutoCAD SHX Text 12"

AutoCAD SHX Text 38"

AutoCAD SHX Text 516"

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

GALV. STEEL

AutoCAD SHX Text

SILICON BRONZE

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STEEL

AutoCAD SHX Text

TIGHTEN BOLTED CONNECTIONS USING "BELLEVILLE" WASHERS UNTIL FLAT.

AutoCAD SHX Text NOTES: 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. 115kV: 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"

AutoCAD SHX Text

SCALE: 3/16''=1'-0"

AutoCAD SHX Text

GHOSTED EQUIPMENT IS EXISTING

AutoCAD SHX Text REMAINDER OF STATION NOT SHOWN BUT WILL REMAIN ENERGIZED DURING THE PROJECT - ERECT BARRICADES TO GUARD ENERGIZED AREAS FROM ACCESS

AutoCAD SHX Text

EXISTING SWITCH

AutoCAD SHX Text

EXISTING CIRCUIT SWITCHER

AutoCAD SHX Text

TANK

AutoCAD SHX Text

NEW BUS STAND

AutoCAD SHX Text

NEW TRANSFORMER

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PAD

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NEW TRANSFORMER

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

%%UELEVATION "B"

AutoCAD SHX Text

SCALE: 3/16''=1'-0"

AutoCAD SHX Text

EXISTING SWGR BUILDING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text H10

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A#

AutoCAD SHX Text

AutoCAD SHX Text A#

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text O3

AutoCAD SHX Text

AutoCAD SHX Text O1

AutoCAD SHX Text

AutoCAD SHX Text C74

AutoCAD SHX Text

AutoCAD SHX Text A15

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text H10

AutoCAD SHX Text

AutoCAD SHX Text A#

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AIR TERMINAL CHAMBER

AutoCAD SHX Text

AutoCAD SHX Text K40

AutoCAD SHX Text

AutoCAD SHX Text K40

AutoCAD SHX Text

TANK

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

AutoCAD SHX Text O3

AutoCAD SHX Text

AutoCAD SHX Text O1

AutoCAD SHX Text

AutoCAD SHX Text O1

AutoCAD SHX Text

AutoCAD SHX Text O1

AutoCAD SHX Text

AutoCAD SHX Text O1

AutoCAD SHX Text

AutoCAD SHX Text O1

AutoCAD SHX Text

CAUTION: EXISTING STATION COMPONENTS ARE ENERGIZED.

KAdams Text Box

NTS

AutoCAD SHX Text

WHITE ROCK SUBSTATION

AutoCAD SHX Text

CONNECTION DETAILS

AutoCAD SHX Text

NM

AutoCAD SHX Text

WR-20

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

DSM

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

AutoCAD SHX Text

ISSUED FOR FOUNDATION BID PURPOSES

AutoCAD SHX Text

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

AutoCAD SHX Text

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\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-20.DWG DMENDOZA 12/1/2025 DMENDOZA 12/1/2025DMENDOZA 12/1/2025 12/1/202512/1/2025

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 A

AutoCAD SHX Text

DEPARTMENT OF PUBLIC UTILITIES

AutoCAD SHX Text

WHITE ROCK, NEW MEXICO

AutoCAD SHX Text

LOS ALAMOS COUNTY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UCONNECTION DETAIL

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UCONNECTION DETAIL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UCONNECTION DETAIL

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A62

AutoCAD SHX Text

AutoCAD SHX Text A15

AutoCAD SHX Text

AutoCAD SHX Text C74

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

AutoCAD SHX Text A47

AutoCAD SHX Text

EXISTING CIRCUIT SWITCHER

AutoCAD SHX Text

AutoCAD SHX Text A#

AutoCAD SHX Text

AutoCAD SHX Text A#

AutoCAD SHX Text

AutoCAD SHX Text A#

AutoCAD SHX Text

AutoCAD SHX Text A62

KAdams Text Box

NTS

AutoCAD SHX Text

WHITE ROCK SUBSTATION

AutoCAD SHX Text

FASTENER DETAILS

AutoCAD SHX Text

NM

AutoCAD SHX Text

WR-25

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

AutoCAD SHX Text

KWA

AutoCAD SHX Text

DSM

AutoCAD SHX Text

SLK

AutoCAD SHX Text

KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

AutoCAD SHX Text

ISSUED FOR FOUNDATION BID PURPOSES

AutoCAD SHX Text

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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REV

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-25.DWG DMENDOZA 10/23/2025 DMENDOZA 10/23/2025DMENDOZA 10/23/2025 10/23/202510/23/2025

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 A

AutoCAD SHX Text

DEPARTMENT OF PUBLIC UTILITIES

AutoCAD SHX Text

WHITE ROCK, NEW MEXICO

AutoCAD SHX Text

LOS ALAMOS COUNTY

AutoCAD SHX Text

12"-13 UNC HEX BOLT 316 STAINLESS (LENGTH VARIES)

AutoCAD SHX Text

1- " FLAT WASHER 38" FLAT WASHER 316 STAINLESS

AutoCAD SHX Text

12"-13 UNC HEX NUT C651 SILICON BRONZE

AutoCAD SHX Text 1- " BELLEVILLE WASHER 14" BELLEVILLE WASHER KEY BELLEVILLE PART NO. K1250-E-125-S RED PAINT FINISH (SHOWN UNTORQUED)

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1- " FLAT WASHER 38" FLAT WASHER 316 STAINLESS

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TOP NEMA PAD

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BASE NEMA PAD

AutoCAD SHX Text NOTES: 1. BOLT SHALL BE THE SHORTEST STANDARD BOLT SHALL BE THE SHORTEST STANDARD LENGTH POSSIBLE TO EXPOSE A MINIMUM OF TWO FULL THREADS AND A MAXIMUM OF FOUR THREADS BEYOND NUT AFTER TORQUING TO SPECIFICATION. 2. AFTER TORQUING (~40 FT-LBS). AFTER TORQUING (~40 FT-LBS). 3. FASTENER DESIGN DEVELOPS ~4000 LBS FORCE FASTENER DESIGN DEVELOPS ~4000 LBS FORCE PRELOAD PER BOLT. 4. USE APPROPRIATE TORQUE WRENCH IN GOOD USE APPROPRIATE TORQUE WRENCH IN GOOD WORKING ORDER TO TORQUE NUT TO VALUES LISTED. 5. NO CHANNEL LOCKS TO BE USED. NO CHANNEL LOCKS TO BE USED. 6. INDELIBLY MARK BOLT HEAD AFTER IT HAS BEEN INDELIBLY MARK BOLT HEAD AFTER IT HAS BEEN TORQUED AND BELLEVILLE WASHER IS FLAT.

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THICKNESS VARIES

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THICKNESS VARIES

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JOINT COMPOUND (NO-OX-ID) OR EQUIVALENT

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TYPICAL ELECTRICAL FASTENER DETAIL

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TYPICAL NEMA 4-HOLE PAD

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TYPICAL NEMA 2-HOLE PAD

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TYPICAL GROUND PAD DETAIL

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EQUIPMENT

AutoCAD SHX Text WELDED STAINLESS STEEL GROUND PAD (2 OR 4 HOLE) FOR NEMA 2-HOLE GROUND CONNECTION LOCATION USE THRU BOLTS & HARDWARE.

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BLIND HOLE FOR GROUND FASTNERS

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TYPICAL GROUND FASTENER DETAIL

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GROUNDING TERMINAL

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BASE GROUNDING TAB

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TYPICAL ARRESTER GROUNDING DETAIL

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EYE BOLT

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GROUND LOOP CONDUCTOR

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ARRESTER BASE

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ARRESTER MOUNTING HARDWARE

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ARRESTER SUPPORT STRUCTURE

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AutoCAD SHX Text A96

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AutoCAD SHX Text A96

AutoCAD SHX Text 1B

AutoCAD SHX Text A96

AutoCAD SHX Text 1D

AutoCAD SHX Text A96

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AutoCAD SHX Text O1

KAdams Text Box

3/16"=1'-0"

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WHITE ROCK SUBSTATION

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FOUNDATION LAYOUT

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NM

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WR-30

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AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

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KWA

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30% DESIGN REVIEW

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AutoCAD SHX Text 12/8/2025

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KWA

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60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

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KWA

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LWB

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SLK

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KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

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ISSUED FOR FOUNDATION BID PURPOSES

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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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DESCRIPTION

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DATE

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BY

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SHEET

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AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-30.DWG DMENDOZA 12/18/2025 DMENDOZA 12/18/2025DMENDOZA 12/18/2025 12/18/202512/18/2025

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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

AutoCAD SHX Text A

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DEPARTMENT OF PUBLIC UTILITIES

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WHITE ROCK, NEW MEXICO

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LOS ALAMOS COUNTY

AutoCAD SHX Text REMAINDER OF STATION NOT SHOWN BUT WILL REMAIN ENERGIZED DURING THE PROJECT - ERECT BARRICADES TO GUARD ENERGIZED AREAS FROM ACCESS

AutoCAD SHX Text N

KAdams Snapshot

KAdams Pen

KAdams Pen

%%UPLAN

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%%U(APPROXIMATELY 2.62 CY CONCRETE EA.)

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(4) 1"x3'-0" ANCHOR BOLTS W/(2) H.H. NUTS AND (2) F.W. EACH

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ANCHOR BOLT PROJECTION

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(3) #4 TIES

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APPROX. 5" CRUSHED ROCK

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SUBGRADE

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34" CHAMFER

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T.O.C. ELEV = (SEE PLAN)

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TP1 (TOP & BOTTOM)

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(11) #4 TIES

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(14) #8 BARS, EQ. SP. AROUND PERIMETER

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(2) #4 TIES

AutoCAD SHX Text 3'-0"

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%%USECTION

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SCALE: 3/8" = 1'-0"

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%%UFOUNDATION DESIGNATION L9-1

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%%U(BUS SUPPORT)(1-REQUIRED)

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SCALE: 1" = 1'-0"

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%%UFOUNDATION DESIGNATION L40-1

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%%U(STOOP EXTENSION)(1-REQUIRED)

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FLOWABLE FILL

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EXISTING STOOP

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EXPANSION JOINT MATERIAL

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STEEL CONTAINMENT

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NOTE: TO BE POURED WHEN SETTING STEEL CONTAINMENT

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SCALE: 1" = 1'-0"

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%%UFOUNDATION DESIGNATION L9-2

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%%U(BUS SUPPORT)(1-REQUIRED)

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EXISTING FOUNDATION

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1" X18" EPOXY ANCHOR

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PENDING AIR TERMINAL CORE FOR CONDUIT PENETRATION

AutoCAD SHX Text 3/8"=1'-0"

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WHITE ROCK SUBSTATION

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PIER FOUNDATION DETAILS

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NM

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WR-31

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AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

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KWA

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30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

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KWA

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60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

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KWA

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LWB

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SLK

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KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

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ISSUED FOR FOUNDATION BID PURPOSES

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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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BY

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AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-31.DWG DMENDOZA 12/18/2025 DMENDOZA 12/18/2025DMENDOZA 12/18/2025 12/18/202512/18/2025

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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

AutoCAD SHX Text A

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DEPARTMENT OF PUBLIC UTILITIES

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WHITE ROCK, NEW MEXICO

LOS ALAMOS COUNTY

(TRANSFORMER CONTAINMENT & PAD) (APPROXIMATELY 22.5 CY EA PAD) APPROXIMATELY 7.91 CY EA PIER)

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SCALE: "=1'-0"34"=1'-0"

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L6-1 (1 REQUIRED)

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DISCHARGE (SEE SHT WR-33) TYP OF 2

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STEEL OIL CONTAINMENT STRUCTURE

AutoCAD SHX Text 3/4"=1'-0"

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WHITE ROCK SUBSTATION

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TRANSFORMER CONTAINMENT PLAN

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NM

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WR-32

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AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

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KWA

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30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

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KWA

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60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

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KWA

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LWB

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SLK

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KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

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ISSUED FOR FOUNDATION BID PURPOSES

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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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DATE

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BY

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-32.DWG DMENDOZA 12/18/2025 DMENDOZA 12/18/2025DMENDOZA 12/18/2025 12/18/202512/18/2025

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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

AutoCAD SHX Text A

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DEPARTMENT OF PUBLIC UTILITIES

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WHITE ROCK, NEW MEXICO

PRE-FILL W/ WATER

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SCALE: 1"=1'-0"

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SECTION A-A

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SEE DETAIL 1

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GRATING

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GROUND LINE

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PAD

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6" BACKFILL W/ FLOWFILL

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6" BACKFILL W/ FLOWFILL

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SCARIFY & COMPACT TOP 12" TO 95% MDD

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#8 @ 12" O.C. E.W. STD HOOK EACH END

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#8 @ 12" O.C. E.W. STD HOOK EACH END

AutoCAD SHX Text T.O.C

AutoCAD SHX Text T.O.C +6

AutoCAD SHX Text #8 @ 12" O.C. E.W.

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MATCH

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SCALE: 1"=1'-0"

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SECTION C-C

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GROUND LUG OPENING INSTALL GROUND LUG PRIOR TO POUR (ACTUAL SIZE TBD)

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NELSON STUDS, TYP

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SCALE: 3"=1'-0"

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DETAIL 1

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SCALE: 1"=1'-0"

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SECTION B-B

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DISCHARGE

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PLAN

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3" CLR TYP

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#4 RING @ 6"

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PIER

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(3) #4 @ TOP

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(16) #11 VERT HOOK REINF EQ SPACED

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ORIENT HOOKS AS REQUIRED TO FIT IN SLAB

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(2) #4 @ BOT

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SCALE: "=1'-0"12"=1'-0"

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PIER DETAIL

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AS SHOWN

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WHITE ROCK SUBSTATION

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TRANSFORMER CONTAINMENT DETAILS

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NM

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WR-33

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AutoCAD SHX Text A

AutoCAD SHX Text 12/5/2025

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KWA

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30% DESIGN REVIEW

AutoCAD SHX Text B

AutoCAD SHX Text 12/8/2025

AutoCAD SHX Text

KWA

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60% DESIGN REVIEW

AutoCAD SHX Text C

AutoCAD SHX Text 12/18/2025

AutoCAD SHX Text

KWA

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DSM

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SLK

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KWA

AutoCAD SHX Text 9/22/25

AutoCAD SHX Text 250092

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ISSUED FOR FOUNDATION BID PURPOSES

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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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DATE

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BY

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SHEET

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REV

AutoCAD SHX Text S:\04 STATIONS\NM\LOS ALAMOS COUNTY\WHITE ROCK\ELECTRICAL ARRANGEMENT 2025\WHITE ROCK EA\EA\WR-32.DWG DMENDOZA 12/18/2025 DMENDOZA 12/18/2025DMENDOZA 12/18/2025 12/18/202512/18/2025

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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

AutoCAD SHX Text A

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DEPARTMENT OF PUBLIC UTILITIES

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WHITE ROCK, NEW MEXICO

KAdams Rectangle

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HIGH VOLTAGE

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HIGH VOLTAGE

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HIGH VOLTAGE

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HIGH VOLTAGE

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NTS

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WHITE ROCK SUBSTATION

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CONDUIT LAYOUT

AutoCA…

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