Attachment 2_Drawings.pdf

PDF 4 MB Posted Jul 2, 2025

Attached to: XTLF 25-1025 ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED Federal contract opportunity
Solicitation number: FA302925R0005
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Jul 2, 2025

These are technical engineering drawings for the Electrical Distribution Resilience Circuit 2 Loop Feed project at Vance Air Force Base in Enid, Oklahoma. The project involves installing electrical infrastructure, specifically a 15kV class pad mounted distribution switch, two 15kV class pad mounted sectionalizing cabinets, approximately 1,300 linear feet of duct bank, and 1,300 linear feet of 15kV class medium voltage cable. The drawings include detailed schematics for manhole layouts, switch pad details, one-line electrical diagrams, and site location maps. The project will require two horizontal directional drill installations, connection to an existing manhole, cable pulling in four sections, and 24 dead break elbow terminations to connect cables to medium voltage equipment.

This is a 100% Small Business Set-Aside project with a project magnitude between $500,000 and $1,000,000, classified under NAICS code 238210 with a size standard of $19 million. Key project dates include a site visit on July 9, 2025 at 2:00 PM Central Daylight Time and a Questions & Answers deadline of July 16, 2025 at 10:00 AM Central Daylight Time. The project is being conducted by the Department of the Air Force at Vance AFB, with a pre-design status and an issue date of April 4, 2025. Notably, funds are not currently available, and no award will be made until funding is secured.

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Other files for this federal contract opportunity

Other files attached to XTLF 25-1025 ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED, newest first.
File	Type	Posted
Attachment 5_Site Visit Sign-in Sheet.pdf	PDF	Jul 25, 2025
Amendment FA302925R00050001 SF 30.pdf	PDF	Jul 25, 2025
Attachment 6_Question and Answers.pdf	PDF	Jul 25, 2025
Solicitation - FA302925R0005.pdf	PDF	Jul 2, 2025
Section L- Instruction Conditions and Notices to Offerors.pdf	PDF	Jul 2, 2025
Attachment 1_Specifications.pdf	PDF	Jul 2, 2025
Attachment L3_Financial Responsibility Worksheet.pdf	PDF	Jul 2, 2025
Attachment 3_Vance AFB Map.pdf	PDF	Jul 2, 2025
Attachment 4_Wage Determination OK20250038.pdf	PDF	Jul 2, 2025
Attachment L1_Bid Form.pdf	PDF	Jul 2, 2025
Attachment L5_Questionnaire Cover Letter.pdf	PDF	Jul 2, 2025
Attachment L6_Past Performance Questionnaire.pdf	PDF	Jul 2, 2025
Attachment L2_Bond Checklist.pdf	PDF	Jul 2, 2025
Attachment L4_Past Performance Information Form.pdf	PDF	Jul 2, 2025
Attachment L7_Consent Form.pdf	PDF	Jul 2, 2025
Section M - Evaluation Factors for Award.pdf	PDF	Jul 2, 2025

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UNITED STATES AIR FORCE AIR EDUCATION TRAINING COMMAND

VANCE AFB, OKLAHOMA

140 Channel Street, Suite 205

Vance AFB, Oklahoma 73705

(580) 213-7787

Certificate of Authorization# 8716

Expires: June 30, 2026

PROJECT INFORMATION:

Project Name:

Electrical Distribution Resilience

Circuit 2 Loop Feed

Project Location:

VANCE AFB, ENID OKLAHOMA

Project No: XTLF 25-1025

04 Apr 2025Issue Date:Project Status:

Pre Design

PROJECT NAME: ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED

Project # XTLF 25-1025

DOCUMENT TITLE

SHEET INDEX

SHEET NUMBER DATE

TITLE, INDEX & COORDINATION

SHEET NAME REVISIONS

G001

G002

PROJECT LOCATION & HAUL ROUTE

G003

UFC 3-501-01 ELECTRICAL ENGINEERING

GENERAL NOTES AND LEGENDS

E301

ONE LINE DIAGRAM

E501

NFPA 70 - NATIONAL ELECTRIC CODE

EXECUTION OF WORK DESCRIBED WITHIN THIS PLAN

SET SHALL BE IAW 48 CFR SUBPART 25.2 - BUY

AMERICAN - CONSTRUCTION MATERIALS AND ALL

SUBSEQUENT PARTS RELATED TO SUCH REFERENCE.

SWITCH DETAILS

E101

CIRCUIT 2 LOOP

G001

RELEVANT CODE DOCUMENTS

E502 MH-5 DETAILS

UFC 3-550-01 EXTERIOR ELECTRICAL POWER DISTRIBUTION

ryan.sudlow Snapshot

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1. PRIMARY HAUL ROUTE.

2. SECONDARY HAUL ROUTE TO BE USED ONLY WHEN PRIMARY ROUTE GATE IS CLOSED.

3. MAIN GATE ENTRANCE ONLY AND ALL VEHICLE EXIT

4. PROJECT LOCATION.

5. FACILITY 288 CIVIL ENGINEERING INCLUDING CONSTRUCTION MANAGEMENT.

6. FACILITY 200 PROCUREMENT.

7. FACILITY 72 VISITOR'S CENTER, USE FOR PASS APPROVAL PRIOR TO BEGINNING WORK.

8. FACILITY 75 COMMERCIAL VEHICLE INSPECTION.

9. LAYDOWN AREA, COORDINATE WITH CONSTRUCTION MANAGER.

G002

PROJECT LOCATION

PRIMARY INDUSTRIAL INSPECTION ENTRY

SECONDARY BASE ENTRY AND ALL VEHICLE EXIT ROUTE

LEGEND

KEYNOTES

LOCATION AND HAUL ROUTE

1. APPROVED HAUL AND ACCESS ROUTES ARE NOTED ON THE PLAN. THE CONTRACTOR SHALL USE ONLY ACCESS

ROUTES THAT ARE PREVIOUSLY APPROVED BY CONSTRUCTION MANAGEMENT.

2. CONSTRUCTION MANAGERS OFFICE IS LOCATED ON THE FIRST FLOOR NORTH-WEST CORNER OF BUILDING 288.

3. CONTRACTING IS LOCATED IN BUILDING 500.

4. REFER TO SPECIFICATION SECTION 010000 - GENERAL PROVISIONS FOR BASE ACCESS PROCEDURES AND

RULES.

FOX DR.

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THIS GATE ENTRANCE

ONLY, NO EXIT

NO EXIT

YOUNG RD.

BROWN PARKWAY

GENERAL NOTES

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UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 Channel St., Suite 205

Vance AFB, OK 73705

(580) 213-7772

CA# 8716 EXPIRES

JUNE 30, 2026

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CHECKED BY:

04 APR 2025

XTLF 25-1025

DESIGN STAGE:

DATE: 04 APR 2025PROJ TITLE: ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED

FOR CONSTRUCTION

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DRAWING SIZE INTENDED TO BE

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1 1/2"(ACTUAL SIZE)

R e v i s i o n

N u m b e r

D e s c r i p t i o n

D a t e

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 Channel St., Suite 205

Vance AFB, OK 73705

(580) 213-7772

CA# 8716 EXPIRES

JUNE 30, 2026

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DATE:

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CHECKED BY:

04 APR 2025

XTLF 25-1025

DESIGN STAGE:

DATE: 04 APR 2025XTLF 25-1025 ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED

FOR CONSTRUCTION

AutoCAD SHX Text ELECTRICAL PRIMARY U/G ELECTRICAL (O/H) ELECTRICAL SECONDARY (U/G) ELECTRICAL SECONDARY (O/H) IRP AREA CHAINLINK OR METAL FENCE CONCRETE WALL / FENCE EXISTING FACILITY PAVED SURFACE PAD MOUNTED TRANSFORMER POLE MOUNTED TRANSFORMER LIGHT POLE ELECTRIC MANHOLE ELECTRIC HANDHOLE ELECTRIC JUNCTION BOX ELECTRIC SUBSTATION ELECTRIC SWITCH ELECTRIC CAPACITOR ELECTRIC SECTIONALIZER ELECTRIC METER ELECTRIC POLE GENERATOR GIANT VOICE TOWER CATHODIC PROTECTION RECTIFIER TREE EXISTING ELECTRIC POLE TO BE REMOVED, RE: DEMO SHEET

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AutoCAD SHX Text ELEC. PRIMARY UNDERGROUND (U/G) OPEN TRENCH (RE: C/E101) PAD MOUNTED TRANSFORMER (T) PAD MOUNTED SWITCH (SW) SECTIONALIZER (PAD MOUNTED JUNCTION BOX) DIRECTIONAL BORE CUT & REPLACE CONCRETE POWER POLE PAD MOUNT CAPACITOR PANEL BOARD (PB) A. SECONDARY U/G SECONDARY U/G (OPEN TRENCH RE: B/E501, C/E501) PAD MOUNTED CAPACITOR (CP) DISCONNECT SWITCH (DS) FLUSH GROUND JUNCTION BOX SERVICE RECEPTACLE STATION ELEC. METER

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EXISTING

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VANCE AFB KEY MAP

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NOT TO SCALE

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1. SECTIONS OF THE NEW DISTRIBUTION SYSTEM ARE TO BE IN PLACE AND FULLY TESTED ACCORDING TO THE PROJECT SPECIFICATIONS SECTIONS OF THE NEW DISTRIBUTION SYSTEM ARE TO BE IN PLACE AND FULLY TESTED ACCORDING TO THE PROJECT SPECIFICATIONS PRIOR TO DEMOLITION OF THE EXISTING DISTRIBUTION SYSTEM TO BE REPLACED. REFERENCE THE PROJECT SCHEDULE F. 2. PROVIDE A 21 DAY NOTICE INCLUDING A LIST OF AFFECTED FACILITIES AND AREAS TO VANCE AFB CONSTRUCTION MANAGEMENT PROVIDE A 21 DAY NOTICE INCLUDING A LIST OF AFFECTED FACILITIES AND AREAS TO VANCE AFB CONSTRUCTION MANAGEMENT PRIOR TO ELECTRICAL SERVICE DISCONNECTS OR DISRUPTIONS.. . 3. EXISTING UTILITIES WERE TAKEN INTO CONSIDERATION DURING THE DESIGN PROCESS HOWEVER FOR CLARITY ONLY EXISTING AND EXISTING UTILITIES WERE TAKEN INTO CONSIDERATION DURING THE DESIGN PROCESS HOWEVER FOR CLARITY ONLY EXISTING AND PROPOSED ELECTRICAL LINES ARE SHOWN ON THE FOLLOWING PLAN SHEETS. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO CONTACT APPROPRIATE AGENCIES TO LOCATE ALL UNDERGROUND UTILITIES AND LOCATIONS PRIOR TO DIGGING. 4. DURING THE DURATION OF THIS PROJECT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN MARKINGS AND FLAGS FOR DURING THE DURATION OF THIS PROJECT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN MARKINGS AND FLAGS FOR EXISTING UTILITY LOCATIONS AND TO NOTIFY CONSTRUCTION MANAGEMENT PRIOR TO ANY CUTTING OR DISTURBANCE OF EXISTING UTILITIES. 5. UNLESS INDICATED ON PLANS, ALL OPEN TRENCHING OF ROADWAYS AND PARKING AREAS MUST BE APPROVED BY BASE CIVIL UNLESS INDICATED ON PLANS, ALL OPEN TRENCHING OF ROADWAYS AND PARKING AREAS MUST BE APPROVED BY BASE CIVIL ENGINEERING. OPEN TRENCHING OR ROADWAY CUTS WILL NOT BE PERMITTED FOR CROSSING OF ELAM RD. 6. FOR ALL APPROVED ROADWAY, PARKING, AND SIDEWALK CUTS REFERENCE DETAIL SHEETS C501 AND C502 FOR MATERIAL AND FOR ALL APPROVED ROADWAY, PARKING, AND SIDEWALK CUTS REFERENCE DETAIL SHEETS C501 AND C502 FOR MATERIAL AND REPAIR METHOD REQUIREMENTS. WHERE MULTIPLE ENTRANCES EXIST FOR PARKING LOTS, ONLY ONE MAY BE CUT PER PARKING LOT AT ANY ONE TIME TO ALLOW CONTINUED USE OF THAT PARKING LOT. 7. THE CONTRACTOR SHALL RESTORE ALL DISTURBED GRAVEL AREAS, REFERENCE DETAIL H/C501. THE CONTRACTOR SHALL RESTORE ALL DISTURBED GRAVEL AREAS, REFERENCE DETAIL H/C501. 8. THE CONTRACTOR SHALL RESTORE SOD IN ALL DISTURBED TURF AREAS. IF MORE THAN ONE ACRE OF LAND IS TO BE DISTURBED, THE CONTRACTOR SHALL RESTORE SOD IN ALL DISTURBED TURF AREAS. IF MORE THAN ONE ACRE OF LAND IS TO BE DISTURBED, CONTRACTOR MUST OBTAIN STORMWATER PERMIT. 9. ALL WASTE PRODUCTS EXCEPT HAZARDOUS WASTE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OFF SITE IN ALL WASTE PRODUCTS EXCEPT HAZARDOUS WASTE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OFF SITE IN ACCORDANCE WITH THE SPECIFICATIONS. HAZARDOUS WASTE DISPOSAL SHALL BE COORDINATED THROUGH THE CONSTRUCTION MANAGER. 10. ALL EQUIPMENT IS TO BE PROVIDED NEW UNLESS NOTED OTHERWISE. ALL EQUIPMENT IS TO BE PROVIDED NEW UNLESS NOTED OTHERWISE. 11. THE LOCATION OF PROPOSED SWITCHGEAR, SECTIONALIZERS, AND CAPACITORS MAY BE ADJUSTED TO AVOID CONFLICTS AS REQUIRED, THE LOCATION OF PROPOSED SWITCHGEAR, SECTIONALIZERS, AND CAPACITORS MAY BE ADJUSTED TO AVOID CONFLICTS AS REQUIRED, FOLLOWING APPROVAL BY THE ENGINEER AND CONSTRUCTION MANAGER. 12. INTERCEPTION LOCATIONS OF EXISTING UNDERGROUND PRIMARY AND SECONDARY MAY BE ADJUSTED TO AVOID CONFLICTS AS INTERCEPTION LOCATIONS OF EXISTING UNDERGROUND PRIMARY AND SECONDARY MAY BE ADJUSTED TO AVOID CONFLICTS AS REQUIRED, FOLLOWING APPROVAL BY THE ENGINEER AND CONSTRUCTION INSPECTION MANAGER. 13. IF ANY TREES ARE REMOVED TO ALLOW FOR CONSTRUCTION OF THIS PROJECT, A NEW TREE MUST BE PLANTED. COORDINATE WITH IF ANY TREES ARE REMOVED TO ALLOW FOR CONSTRUCTION OF THIS PROJECT, A NEW TREE MUST BE PLANTED. COORDINATE WITH CONSTRUCTION MANAGER. 14. BASIS OF DESIGN FOR THE EQUIPMENT IN THIS PROJECT IS AS FOLLOWS: BASIS OF DESIGN FOR THE EQUIPMENT IN THIS PROJECT IS AS FOLLOWS: 14.1. EATON'S COOPER POWER:VFI UNDERGROUND DISTRIBUTION SWITCHGEAR, SINGLE AND THREE PHASE SECTER SECTIONALIZING EATON'S COOPER POWER:VFI UNDERGROUND DISTRIBUTION SWITCHGEAR, SINGLE AND THREE PHASE SECTER SECTIONALIZING CABINETS, SINGLE AND THREE PHASE PAD MOUNTED COMPARTMENTAL TYPE TRANSFORMERS, METAL ENCLOSED, PAD MOUNTED CAPACITOR BANKS. 14.2. SQUARE D: DISTRIBUTION PANELS, BREAKER TYPE DISCONNECTS SQUARE D: DISTRIBUTION PANELS, BREAKER TYPE DISCONNECTS 14.3. STRESSCRETE: SPUN CONCRETE LIGHT POLES STRESSCRETE: SPUN CONCRETE LIGHT POLES 14.4. VISIONAIRE: BOW SX LED LUMINAIRES VISIONAIRE: BOW SX LED LUMINAIRES 15. SHEET NUMBERING ADHERES TO THE FOLLOWING CONVENTION: SHEET NUMBERING ADHERES TO THE FOLLOWING CONVENTION: 15.1. E101X / E102X E101X / E102X 15.1.1. X DENOTES SYSTEM SHOWN AS FOLLOWS: X DENOTES SYSTEM SHOWN AS FOLLOWS: 15.1.1.1. P - PRIMARY MEDIUM VOLTAGE DISTRIBUTION P - PRIMARY MEDIUM VOLTAGE DISTRIBUTION 15.1.1.2. S - SECONDARY LOW VOLTAGE DISTRIBUTION S - SECONDARY LOW VOLTAGE DISTRIBUTION 15.1.1.3. D - DEMOLITION OF EXISTING INFRASTRUCTURED - DEMOLITION OF EXISTING INFRASTRUCTURE

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OVERALL PROJECT GENERAL NOTES

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AutoCAD SHX Text CONCRETE GENERAL NOTES 1. DESIGN IS IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS: DESIGN IS IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS: UFC 1-200-01 DOD BUILDING GUIDE UFC 1-200-02 HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS UFC 3-201-01 CIVIL ENGINEERING UFC 3-301-01-2013-C4 STRUCTURAL ENGINEERING. UFC 3-220-01 GEOTECHNICAL ENGINEERING UFC 3-260-01 SAFETY AND SECURITY UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS UFC 4-020-01-2008 DOD SECURITY ENGINEERING FACILITIES PLANNING MANUAL. AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7-16, PROVISIONS AND COMMENTARY. AMERICAN CONCRETE INSTITUTE, ACI 318-08. 2. VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ENGINEER VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ENGINEER IF ANY DISCREPANCIES OR INCONSISTENCIES ARE FOUND. 3. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR INFORMATION NOT SHOWN IN THIS SECTION. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR INFORMATION NOT SHOWN IN THIS SECTION. 4. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS AND SHALL BE CHECKED BY THE SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS AND SHALL BE CHECKED BY THE CONSTRUCTION CONTRACTOR'S QUALITY CONTROL REPRESENTATIVE PERSON TO SUBMISSION TO CONSTRUCTION MANAGER. 5. COORDINATE ALL DIMENSIONS WITH OTHER SECTIONS OF THIS PLAN SET. NOTIFY CONSTRUCTION MANAGER OF ANY COORDINATE ALL DIMENSIONS WITH OTHER SECTIONS OF THIS PLAN SET. NOTIFY CONSTRUCTION MANAGER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 6. PROJECT SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENT AND ARE TO BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENT AND ARE TO BE USED IN CONJUNCTION WITH THE DRAWINGS. 7. VERIFY ALL CONDITIONS, EXISTING AND NEW, SHOWN ON THE CONSTRUCTION DOCUMENTS PRIOR TO PROCEEDING WITH VERIFY ALL CONDITIONS, EXISTING AND NEW, SHOWN ON THE CONSTRUCTION DOCUMENTS PRIOR TO PROCEEDING WITH WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. AFFS IS NOT RESPONSIBLE FOR WORK DONE IN THESE AREAS WITHOUT CLARIFICATION IN WRITING FROM THE CONSTRUCTION MANAGER. 8. ALL PHASES OF CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE BUILDING CODES NOTED ON THIS ALL PHASES OF CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE BUILDING CODES NOTED ON THIS SHEET. 9. DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS TAKE PRIORITY OVER SCALED DIMENSIONS. IN SOME CASES, PLANS DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS TAKE PRIORITY OVER SCALED DIMENSIONS. IN SOME CASES, PLANS AND DETAILS MAY NOT BE DRAWN TO SCALE FOR CLARITY. 10. DO NOT LOAD THE CONCRETE SLAB-ON-GRADE WITH EQUIPMENT UNTIL SUFFICIENT CONCRETE STRENGTH HAS BEEN DO NOT LOAD THE CONCRETE SLAB-ON-GRADE WITH EQUIPMENT UNTIL SUFFICIENT CONCRETE STRENGTH HAS BEEN OBTAINED AND VERIFIED BY TESTING. 11. THIS PLAN SECTION TO BE USED IN CONJUNCTION WITH THE OTHER SECTION FOR THIS PROJECT. CONTRACTOR THIS PLAN SECTION TO BE USED IN CONJUNCTION WITH THE OTHER SECTION FOR THIS PROJECT. CONTRACTOR RESPONSIBLE FOR IMPLEMENTING THE INFORMATION SHOWN ON ALL REFERENCED PLANS. 12. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF DEMOLITION AND CONSTRUCTION. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF DEMOLITION AND CONSTRUCTION. THE CONSTRUCTION SEQUENCE SHOULD NOT IMPACT THE FINAL DESIGN SHOWN ON THESE DOCUMENTS AND APPROVED SUBMITTALS.

AutoCAD SHX Text GENERAL CAST-IN-PLACE CONCRETE NOTES 1. ALL CONCRETE WORK SHALL CONFORM TO THE CURRENT ACI 318 BUILDING CODE AND COMMENTARY. REFER TO ALL CONCRETE WORK SHALL CONFORM TO THE CURRENT ACI 318 BUILDING CODE AND COMMENTARY. REFER TO PROJECT SPECIFICATIONS SECTION 03 30 00 CAST-IN-PLACE CONCRETE FOR ADDITIONAL INFORMATION. 2. CONCRETE SLAB SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28-DAYS. CONCRETE SLAB SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28-DAYS. 3. FORMWORK TOLERANCES SHALL BE IN ACCORDANCE WITH ACI 347 SPECIFICATIONS. FORMWORK TOLERANCES SHALL BE IN ACCORDANCE WITH ACI 347 SPECIFICATIONS. 4. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE WATER-CEMENT RATIO (BY WEIGHT) DOES NOT EXCEED 0.5. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE WATER-CEMENT RATIO (BY WEIGHT) DOES NOT EXCEED 0.5. CONCRETE MUST CONTAIN A MINIMUM OF SIX SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. 5. CEMENT MUST BE PORTLAND CEMENT IN ACCORDANCE WITH ASTM C150, TYPE I/II OR TYPE III. CEMENT MUST BE PORTLAND CEMENT IN ACCORDANCE WITH ASTM C150, TYPE I/II OR TYPE III. 6. AGGREGATES SHALL BE GRADED IN ACCORDANCE WITH ASTM C33 SPECIFICATIONS. COURSE AGGREGATE SHALL BE AGGREGATES SHALL BE GRADED IN ACCORDANCE WITH ASTM C33 SPECIFICATIONS. COURSE AGGREGATE SHALL BE NO GREATER THAN 3/4” NOMINAL DIAMETER. FINE AGGREGATE SHALL BE NATURAL SAND FREE FROM MATERIALS NOMINAL DIAMETER. FINE AGGREGATE SHALL BE NATURAL SAND FREE FROM MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT. 7. WATER SHALL BE IN ACCORDANCE WITH ASTM C94 AND POTABLE. WATER SHALL BE IN ACCORDANCE WITH ASTM C94 AND POTABLE. 8. AIR CONTENT SHALL BE BETWEEN 5% AND 7% (BY VOLUME). AIR CONTENT SHALL BE BETWEEN 5% AND 7% (BY VOLUME). 9. ADMIXTURES ARE ALLOWED. ADMIXTURES ARE ALLOWED. 10. CURING SHALL BE ACCOMPLISHED BY WET CURING OR APPLICATION OF TYPE 2 MEMBRANE. CURING SHALL BE ACCOMPLISHED BY WET CURING OR APPLICATION OF TYPE 2 MEMBRANE. 11. REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET BARS PER ASTM A615 SPECIFICATIONS AND MEET GRADE 60 REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET BARS PER ASTM A615 SPECIFICATIONS AND MEET GRADE 60 REQUIREMENTS. 12. FABRICATION OF REINFORCING STEEL SHALL BE CHAPTER 7 OF THE CONCRETE REINFORCING STANDARDS INSTITUTE FABRICATION OF REINFORCING STEEL SHALL BE CHAPTER 7 OF THE CONCRETE REINFORCING STANDARDS INSTITUTE MANUAL FOR STANDARD PRACTICE. 13. REINFORCING STEEL SHALL BE BLOCKED AND TIED TO PROPER LOCATION AND SECURELY WIRED AGAINST REINFORCING STEEL SHALL BE BLOCKED AND TIED TO PROPER LOCATION AND SECURELY WIRED AGAINST DISPLACEMENT. TIE WIRES SHALL BE INSTALLED AT EVERY OTHER BAR INTERSECTION SO THAT AT LEAST 50% OF THE INTERSECTIONS ARE TIED IN THE FOOTINGS AND SLABS. TACK WELDING OF REINFORCING IS PROHIBITED. 14. ALL REINFORCING SHALL BE CONTINUOUS. LAP REINFORCING BARS FOR A MINIMUM LENGTH OF 40 TIMES THE BAR ALL REINFORCING SHALL BE CONTINUOUS. LAP REINFORCING BARS FOR A MINIMUM LENGTH OF 40 TIMES THE BAR DIAMETER. ALTERNATE SPLICE LOCATIONS WHERE POSSIBLE. LAPS IN VERTICAL BARS IN WALL ARE ALLOWED AT THE BOTTOM AND AT THE MID WALL HEIGHT. ALTERNATE SPLICE LOCATIONS. 15. MINIMUM CONCRETE REINFORCING SHALL BE AS FOLLOWS: MINIMUM CONCRETE REINFORCING SHALL BE AS FOLLOWS: a. 3” CLEAR WHEN CONCRETE IS AGAINST EARTH OR GRADE. 3” CLEAR WHEN CONCRETE IS AGAINST EARTH OR GRADE. CLEAR WHEN CONCRETE IS AGAINST EARTH OR GRADE. b. 2” AT ALL OTHER LOCATIONS. 2” AT ALL OTHER LOCATIONS. AT ALL OTHER LOCATIONS. . 16. DO NOT WORK ON NEW SLAB UNTIL CONCRETE HAS REACHED SUFFICIENT STRENGTH, AS DETERMINED BY CONCRETE DO NOT WORK ON NEW SLAB UNTIL CONCRETE HAS REACHED SUFFICIENT STRENGTH, AS DETERMINED BY CONCRETE STRENGTH TESTS TO SUPPORT NEW EQUIPMENT.

AutoCAD SHX Text SLAB PREPARATION 1. PREPARE SOIL IN ACCORDANCE WITH PLANS AND PROJECT SPECIFICATIONS SECTION 31 00 00 EARTH MOVING. PREPARE SOIL IN ACCORDANCE WITH PLANS AND PROJECT SPECIFICATIONS SECTION 31 00 00 EARTH MOVING. 2. DESIGN FROST DEPTH: 22 INCHES (PER UFC 3-301-01 TABLE E-2). DESIGN FROST DEPTH: 22 INCHES (PER UFC 3-301-01 TABLE E-2). 3. REMOVE FREE WATER FROM EXCAVATIONS AND DRY OUT BEFORE PLACING CONCRETE. REMOVE FREE WATER FROM EXCAVATIONS AND DRY OUT BEFORE PLACING CONCRETE. 4. DESIGN BEARING PRESSURE IS 2000 PSF FOR SLAB BEARING ON ODOT TYPE "A" AGGREGATE BASE COMPACTED TO DESIGN BEARING PRESSURE IS 2000 PSF FOR SLAB BEARING ON ODOT TYPE "A" AGGREGATE BASE COMPACTED TO 95% ASTM D-1557 DENSITY. ALLOWABLE BEARING PRESSURE TO BE DETERMINED BY PROFESSIONAL GEOTECHNICAL ENGINEER. 5. GEOTEXTILE SEPARATION FABRIC SHALL HAVE PROPERTIES EQUIVALENT TO HEAVY DUTY WOVEN FABRICS SUCH AS GEOTEXTILE SEPARATION FABRIC SHALL HAVE PROPERTIES EQUIVALENT TO HEAVY DUTY WOVEN FABRICS SUCH AS MIRAFI RS600 OR TERRATEX HPG-57. 6. FLOOR SLAB REINFORCING SHALL BE SUPPORTED AT 24” ON CENTER SPACING BY FLAT BOTTOMED CHAIRS OR FLOOR SLAB REINFORCING SHALL BE SUPPORTED AT 24” ON CENTER SPACING BY FLAT BOTTOMED CHAIRS OR ON CENTER SPACING BY FLAT BOTTOMED CHAIRS OR CONCRETE BRIQUETTES OF 4000 PSI CONCRETE.

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E101

I R

C U

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DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

R e v i s i o n

N u m b e r

D e s c r i p t i o n

D a t e

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 Channel St., Suite 205

Vance AFB, OK 73705

(580) 213-7772

CA# 8716 EXPIRES

JUNE 30, 2026

E L

E C

T R

I C

T R

I B

U T

I O

E S

I L

I E

N C

C I R

C U

E E

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

04 APR 2025

XTLF 25-1025

DESIGN STAGE:

DATE: 04 APR 2025XTLF 25-1025 ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED

FOR CONSTRUCTION

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SW2-NORTH PARK

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NEW SWITCH SW2-T37

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NEW SEC2-4T 600A/4WAY

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SEC4-1T 600A/4WAY

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MH-5

AutoCAD SHX Text 150'

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SCALE: 1" = 75'

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VANCE AFB KEY MAP

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NOT TO SCALE

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AutoCAD SHX Text E101

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CIRCUIT 2 LOOP FEED LAYOUT

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AutoCAD SHX Text 1" = 75'

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1. EXISTING TYPE 11 PAD MOUNTED SWITCHGEAR SW2-NORTH PARK EXISTING TYPE 11 PAD MOUNTED SWITCHGEAR SW2-NORTH PARK 2. NEW COOPER 15KV 600A 4WAY 3ɸ SECTIONALIZER NEW COOPER 15KV 600A 4WAY 3ɸ SECTIONALIZER ɸ SECTIONALIZER SECTIONALIZER 3. CONNECT INTO EXISTING MANHOLE AND FEED NEW LINE TO SEC4-1T CONNECT INTO EXISTING MANHOLE AND FEED NEW LINE TO SEC4-1T 4. NEW 2X1 5-IN PVC CONDUIT DUCT BANK NEW 2X1 5-IN PVC CONDUIT DUCT BANK 5. CONNECT NEW CONDUIT INTO SWITCH VAULT. CONNECT NEW CONDUIT INTO SWITCH VAULT. 6. CONNECT INTO MH-5 FOR CONNECTION INTO SEC4-1T CONNECT INTO MH-5 FOR CONNECTION INTO SEC4-1T 7. NEW TYPE 11 COOPER PAD MOUNTED SWITCHGEAR NEW TYPE 11 COOPER PAD MOUNTED SWITCHGEAR 8. HORIZONTAL DIRECTIONAL DRILL DUCT WITH 5-IN SDR9 HDPE PIPE. HORIZONTAL DIRECTIONAL DRILL DUCT WITH 5-IN SDR9 HDPE PIPE.

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KEYNOTES

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1. ALL WIRE SHOWN ON THIS SHEET BETWEEN SWITCHES AND/ OR 600A ALL WIRE SHOWN ON THIS SHEET BETWEEN SWITCHES AND/ OR 600A SECTIONALIZERS SHALL BE 250 MCM CU AND SHALL BE IN 5-IN SCHEDULE 40 PVC CONDUIT FOR OPEN TRENCH INSTALLATION OR 5-IN SDR9 HDPE PIPE FOR HORIZONTAL DIRECTIONAL DRILL INSTALLATION. 2. ALL CONDUIT INSTALLED IN THIS PROJECT SHALL HAVE A MINIMUM OF ALL CONDUIT INSTALLED IN THIS PROJECT SHALL HAVE A MINIMUM OF AT LEAST ONE SPARE EMPTY CONDUIT INSTALLED OF THE SAME SIZE, CONNECTING TO THE SAME EQUIPMENT. PULL STRING SHALL BE INCLUDED IN ALL SPARE DUCTS.

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GENERAL NOTES

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SEC2-4T

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SW2-NORTH PARK

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CIRCUIT 2 LOOP FEED ONE-LINE DIAGRAM

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NOT TO SCALE

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SEC2-3T

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SW2-T37

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RLS

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RLS

E501

I N

I A

G R

A M

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

R e v i s i o n

N u m b e r

D e s c r i p t i o n

D a t e

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 Channel St., Suite 205

Vance AFB, OK 73705

(580) 213-7772

CA# 8716 EXPIRES

JUNE 30, 2026

E L

E C

T R

I C

T R

I B

U T

I O

E S

I L

I E

N C

C I R

C U

E E

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

04 APR 2025

XTLF 25-1025

DESIGN STAGE:

DATE: 04 APR 2025XTLF 25-1025 ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED

FOR CONSTRUCTION

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SW3-155S

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SW3-155N

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SW3-143

AutoCAD SHX Text 100at

AutoCAD SHX Text V

AutoCAD SHX Text 100at

AutoCAD SHX Text V

AutoCAD SHX Text 100at

AutoCAD SHX Text V

AutoCAD SHX Text 100at

AutoCAD SHX Text V

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MH3-525

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SW3-128

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AutoCAD SHX Text

SEC3-141T 600A/4WAY

AutoCAD SHX Text V

AutoCAD SHX Text J

AutoCAD SHX Text V

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MH4-19

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MH4-17A

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MH4-17

AutoCAD SHX Text T-0050

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300KVA

AutoCAD SHX Text 208/120

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MH4-18

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MH4-17B

AutoCAD SHX Text V

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MH4-39

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MH4-29

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MH4-28

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MH4-27

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MH4-26

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MH4-25A

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MH4-25

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MH4-31

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MH4-32

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MCAFFREY AVE

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FIELDS

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WEAVER

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THOMPSON AVE

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BROWN RD

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SW4-341

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SW-4-455

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SW4-316

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SW2-500

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AutoCAD SHX Text 250A

AutoCAD SHX Text 300A

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SW2-601

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AutoCAD SHX Text 100A

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SW2-641

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AutoCAD SHX Text 100A

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SW2-642

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SW2-643

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AutoCAD SHX Text 100A

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SW2-795

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AutoCAD SHX Text 100A

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SW2-901

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HANCOCK AVE

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SW2-800

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GOTT RD

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SW2-NORTH PARK

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SW2-CENTRAL PARK

AutoCAD SHX Text 100at

AutoCAD SHX Text V

AutoCAD SHX Text 100at

AutoCAD SHX Text V

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SW4-528

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CHANNEL ST

AutoCAD SHX Text T-0410

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750KVA

AutoCAD SHX Text 480Y/277

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MH3-5

AutoCAD SHX Text V

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MH-3-1

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HH-3-1

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SW4-527

AutoCAD SHX Text J

AutoCAD SHX Text

SEC4-528T 600A/4WAY

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SW4-323

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SW4-301

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SEC4-301T 600A/4WAY

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MH-4

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MH-5

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MH-6

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SW3-047

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SW3-174

AutoCAD SHX Text 100A

AutoCAD SHX Text S2

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AutoCAD SHX Text V

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SW2-SOUTH PARK

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SW-4-293

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SW3-187

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SW2-713

AutoCAD SHX Text V

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SW3-190

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SEC3-195T 600A/4WAY

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SEC3-179T 600A/4WAY

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SEC4-174T 600A/4WAY

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SEC4-413T 600A/4WAY

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SEC4-430T 600A/4WAY

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SW2-A26

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MH4-15

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MH3-5

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SEC4-423T 600A/4WAY

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SW2-BROWN PKWY

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AutoCAD SHX Text 80A

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AutoCAD SHX Text 100A

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MH4-70

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MH-7

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MH-8

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MH-9

AutoCAD SHX Text J

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SEC4-1T 600A/4WAY

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AutoCAD SHX Text xxxA

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AutoCAD SHX Text J

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SEC2-1T 600A/4WAY

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SEC2-2T 600A/4WAY

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MH-10

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MH-11

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MH-12

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HH-415

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SW2-810

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SW2-751

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SW2-826

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PARKED

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MH4-19

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MH4-17A

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SW1-0672

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FEEDER 1 TO SUBSTATION

AutoCAD SHX Text V

AutoCAD SHX Text N.O.

AutoCAD SHX Text 180A

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MH-13

AutoCAD SHX Text J

AutoCAD SHX Text V

AutoCAD SHX Text J

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NEW SEC2-3T 600A/4WAY

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NEW SEC2-4T 600A/4WAY

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NEW SW2-T37

AutoCAD SHX Text V

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VANCE AFB KEY MAP

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NOT TO SCALE

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AutoCAD SHX Text A

AutoCAD SHX Text E301

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ONE LINE DIAGRAM

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KEYNOTES

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GENERAL NOTES

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NOT TO SCALE

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RLS

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RLS

E501

S W

I T

A I L

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

R e v i s i o n

N u m b e r

D e s c r i p t i o n

D a t e

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 Channel St., Suite 205

Vance AFB, OK 73705

(580) 213-7772

CA# 8716 EXPIRES

JUNE 30, 2026

E L

E C

T R

I C

T R

I B

U T

I O

E S

I L

I E

N C

C I R

C U

E E

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

04 APR 2025

XTLF 25-1025

DESIGN STAGE:

DATE: 04 APR 2025XTLF 25-1025 ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED

FOR CONSTRUCTION

4' POST

CUT 6" x 6" TRENCH

AND PLACE FABRIC

IN DITCH AND BACKFILL

D E

P T

B U

R Y

M I N

36" WIDE FILTER

FABRIC

RUNOFF

EXISTING

GROUND

M I N

BOTTOM OF FILTER FABRIC IN TRENCH

6" MIN. BELOW EXISTING GROUND

ATTACH FILTER FABRIC AND

SUPPORT NETTING TO POST -

TYPICAL

8' MAX. SPACING

(6' MAX. SURFACE RUNOFF SIDE)

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PRIMARY TRACE WIRE, SECURE AT BOTH ENDS FOR USE AND LABEL

AutoCAD SHX Text WARNING TAPE WITH WARNING LABEL SPECIFIC FOR BURIED HIGH VOLTAGE, 0'-8" BELOW GRADE

AutoCAD SHX Text COMPACT BACKFILL. SEE SPECIFICATION 31 23 00.00 21 EXCAVATION AND FILL FOR ELECTRICAL TRENCHES

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SOD DISTURBED AREAS

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FINISHED GRADE

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SAND

AutoCAD SHX Text NOTES: 1. WHEN MORE THAN ONE DUCT/CONDUIT IS INSTALLED, MAINTAIN A 4" MINIMUM WHEN MORE THAN ONE DUCT/CONDUIT IS INSTALLED, MAINTAIN A 4" MINIMUM SEPARATION BETWEEN CONDUITS. 2. WHERE SOIL IS CONSIDERED HIGHLY CORROSIVE (less than 10,000 OHM-CM WHERE SOIL IS CONSIDERED HIGHLY CORROSIVE (less than 10,000 OHM-CM less than 10,000 OHM-CM 10,000 OHM-CM RESISTANBCE), THE SIZE OF THE COUNTERPOISE SHALL BE #1/0 AWG.

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5-IN PVC OR HDPE CONDUIT

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5-IN PVC OR HDPE LONG SWEEP ELBOWS

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36" MIN - IN PAVEMENT OR NON-PAVEMENT AREAS

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CUT AT OR BELOW GRADE TO TRANSITION TO ELECTRICAL JUNCTION OR EQUIPMENT

AutoCAD SHX Text 8"

AutoCAD SHX Text WARNING TAPE WITH WARNING LABEL SPECIFIC FOR BURIED ELECTRIC LINE, 0'-8" BELOW GRADE IN ALL NATURAL GROUND AREAS

AutoCAD SHX Text ELECTRICAL DUCT BANK BRASS MARKER WITH NO. OF DUCTS, NO. OF SPARES IF ANY, SIZE, AND DEPTH AT EACH SIDE OF PAVEMENT CROSSING

AutoCAD SHX Text C

AutoCAD SHX Text B

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#4 REBAR 12" OC-EW GRADE 60 MAINTAIN 3" CLEAR SPACE AT ALL EDGES

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SECTION A - A

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SECTION C - C

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6" EPOXY EMBEDDED ANCHOR BOLT. SECURE 4" MINIMUM INTO CONCRETE

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3/4" CHAMFER ALL SIDES

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SECTION B - B

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SECTIONALIZER PAD AND VAULT

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#4 REBAR 12" OC-EW GRADE 60 MAINTAIN 3" CLEAR SPACE AT ALL EDGES

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AutoCAD SHX Text C

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3/4" CHAMFER ALL SIDES

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SECTION C - C

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SECTION A - A

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6" EPOXY EMBEDDED ANCHOR BOLT. SECURE 4" MINIMUM INTO CONCRETE

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SECTION B - B

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VANCE AFB KEY MAP

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AutoCAD SHX Text A

AutoCAD SHX Text E501

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SWITCH PAD DETAILS

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GENERAL NOTES

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AutoCAD SHX Text E501

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DUCT BANK DETAIL

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NOT TO SCALE

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AutoCAD SHX Text E501

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DUCT BANK TO SECTIONALIZER DETAIL

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NOT TO SCALE

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AutoCAD SHX Text E501

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SECTONALIZER PAD DETAIL

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text E

AutoCAD SHX Text E501

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STORM WATER POLLUTION PREVENTION SILT FENCE

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NOT TO SCALE

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RLS

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RLS

E102P

DRAWING SIZE INTENDED TO BE

24" x 36"

1 1/2"(ACTUAL SIZE)

R e v i s i o n

N u m b e r

D e s c r i p t i o n

D a t e

UNITED STATES AIR FORCE

AIR EDUCATION

TRAINING COMMAND

VANCE AIR FORCE BASE

ENID, OKLAHOMA

140 Channel St., Suite 205

Vance AFB, OK 73705

(580) 213-7772

CA# 8716 EXPIRES

JUNE 30, 2026

E L

E C

T R

I C

T R

I B

U T

I O

E S

I L

I E

N C

C I R

C U

E E

DRAWN BY:

DATE:

PROJECT NO.:

CHECKED BY:

04 APR 2025

XTLF 25-1025

DESIGN STAGE:

DATE: 04 APR 2025XTLF 25-1025 ELECTRICAL DISTRIBUTION RESILIENCE CIRCUIT 2 LOOP FEED

FOR CONSTRUCTION

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MH-6

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VANCE AFB KEY MAP

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NOT TO SCALE

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CIRCUIT 2 LOOP FEED

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AutoCAD SHX Text E502

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MANHOLE MH-5 LAYOUT

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NOT TO SCALE

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1. ALL WIRE SHOWN ON THIS SHEET BETWEEN SWITCHES AND/ OR 600A ALL WIRE SHOWN ON THIS SHEET BETWEEN SWITCHES AND/ OR 600A SECTIONALIZERS SHALL BE 250 MCM CU AND SHALL BE IN 5-IN SCHEDULE 40 PVC CONDUIT FOR OPEN TRENCH INSTALLATION OR 5-IN SDR9 HDPE FOR HORIZONTAL DIRECTIONAL DRILL INSTALLATION.. 2. ALL CONDUIT INSTALLED IN THIS PROJECT SHALL HAVE A MINIMUM OF ALL CONDUIT INSTALLED IN THIS PROJECT SHALL HAVE A MINIMUM OF AT LEAST ONE SPARE EMPTY CONDUIT INSTALLED OF THE SAME SIZE, CONNECTING TO THE SAME EQUIPMENT. PULL STRING SHALL BE INCLUDED IN ALL SPARE DUCTS. 3. ALL CONDUCTORS IN MANHOLE MH-5 TO BE DE-ENERGIZED AND ALL CONDUCTORS IN MANHOLE MH-5 TO BE DE-ENERGIZED AND STATIC CHARGE TO BE BLED OFF PRIOR TO COMMENCING WORK IN MANHOLE MH-5.

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GENERAL NOTES

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TO MH-4

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NEW CONNECTION TO SECTIONALIZER SEC2-4T

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TO SEC4-1T

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CIRCUIT 1 FROM SUBSTATION

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TO MANHOLE MH-4

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TO EXISTING SECTIONALIZER SEC4-1T

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TO SW4-341

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AutoCAD SHX Text E502

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MANHOLE WALL SECTION A-A VIEW

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NOT TO SCALE

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MANHOLE MH-5 PLAN VIEW

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NOT TO SCALE

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SEE SECTION A-A VIEW DETAIL C ON E-102

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EXISTING SECTIONALIZER SEC4-1T

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EXISTING DUCT BANK INTO SEC4-1T

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MANHOLE MH-5

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EXISTING 250MCM 15KV CIRCUIT 1 FROM SUBSTATION

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TO MH-4

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CIRCUIT 2 FROM SUBSTATION

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CIRCUIT 4 FROM SEC4-1T

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CIRCUIT 2 FROM SEC2-4T

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TO SW4-341

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TO SEC4-1T

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TO SEC4-1T

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NEW CONNECTION TO SECTIONALIZER SEC2-4T

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NEW 250MCM 15KV CIRCUIT 2 FROM SEC2-4T

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EXISTING 250MCM 15KV CIRCUIT 2 FROM SUBSTATION

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EXISTING 350MCM 15KV CIRCUIT 4 FROM SEC4-1T

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EXISTING 250MCM 15KV CIRCUIT 4 FROM SUBSTATION

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RLS

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RLS

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MAN HOLE MH-5 DETAILS

Sheets and Views

2A! - Start Here-COVER SHEET

2A! - Start Here-LOCATION MAP

3 Elec Distro Demo and Plan CIRCUIT 2 LOOP-G003 GENERAL NOTES AND LEGENDS

3 Elec Distro Demo and Plan CIRCUIT 2 LOOP-E101 CIRCUIT 2 LOOP

3 Elec Distro Demo and Plan CIRCUIT 2 LOOP-E301 ONE LINE DIAGRAM

3 Elec Distro Demo and Plan CIRCUIT 2 LOOP-E501 SWITCH DETAILS

3 Elec Distro Demo and Plan CIRCUIT 2 LOOP-E502 MH-5 DETAILS

File details come from the government source that posted it. Updated Jul 2, 2025.