CE Stamped _ Modern Stay 39 Lakeview _ UNE2506R15.pdf

PDF 25 MB Posted Jun 9, 2026

Attached to: EV Charging Station Installation
Solicitation number: UEV_IL_001
Issued by: Vermilion County, Illinois

About this file

Written by GovTribe AI · Jun 30, 2026

This is a construction document set and site plan for an electric vehicle charging station installation project located at 1312 Carolyn Dr, Minonk, IL 61760 in Woodford County, Illinois, involving Universal EV LLC as the developer, Nordic Asia Solutions as the engineer, and Connect Electrical as the contractor. The project scope encompasses the installation of four Tritium PKM150 150kW DC fast chargers (600kW total capacity), one 500kVA transformer, two rectification units, a main distribution switchboard, complete electrical and civil infrastructure, and associated site work including concrete foundations, asphalt paving, curb ramps, sidewalks, and ADA-compliant accessibility features. The project converts four standard parking stalls into three standard EV parking stalls and one accessible EV parking stall, reducing total site parking from 46 to 42 spaces. The design complies with the 2024 Illinois Building Code, 2023 National Electrical Code, and applicable ADA standards. Construction documents are dated April 21, 2026, with project identification UNE-25-06/15. The site is located in a general commercial zoning district with existing light poles, buildings, transformer infrastructure, and asphalt driveway and parking facilities.

The contractor is responsible for all permit acquisition and coordination with the City of Minonk Building Codes Department and Woodford County Engineer for required inspections and approvals through the Tri-County Regional Planning Commission. Demolition work includes removal of 1,020 square feet of asphalt pavement, 68 square feet of existing concrete sidewalk, and 750 square feet of landscaping. All concrete work specifies 4,000 PSI compressive strength for foundations and 3,500 PSI for curbs and sidewalks with minimum 24-inch frost protection depth. The electrical system utilizes 350-ampere DC output chargers with CCS1 and NACS connector types, aluminum conductors rated for 75°C insulation, separate grounding electrodes with maximum 4-ohm resistance, and includes an emergency disconnect button and metering cabinet. The contractor must provide one calendar year warranty on all installed systems and submit complete as-built documentation, operation and maintenance manuals, and shop drawings upon project completion. All equipment must comply with the Build America Buy America Act (BABA), and the project is funded through the Illinois NEVI Program with a competitive proposal deadline of June 26, 2026.

View the file

Other files

File	Type	Posted
Universal_EV_NEVI_RFP_IL002.pdf	PDF	Jun 9, 2026
Illinois RFP_Addendum_01.pdf	PDF	Jun 9, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

IMAGE REFERENCE

AERIAL IMAGERY PROVIDED BY:

GOOGLE

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

SITE

VICINITY MAP DRAWING INDEX PROJECT DESCRIPTION

SITE INFORMATIONAPPLICABLE CODES

CS0.0

C O

S H

NOTE:

IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL.

PERMITTING JURISDICTION:

TRI-COUNTY REGIONAL PLANNING COMMISSION,

WOODFORD COUNTY

LATITUDE :

40°54'48.3"N

LONGITUDE :

89°03'19.6"W

SITE COUNTY:

WOODFORD COUNTY

SITE ADDRESS:

1312 CAROLYN DR,

MINONK, IL 61760

CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND THE SEALED SET OF DRAWINGS.

ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED THROUGH AN RFI

REQUEST PROCESS WITH ENGINEERING FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING

WITH A DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS.

CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE

THEN IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE

PROCEEDING WITH THE WORK.

CONTRACTOR IS TO VERIFY PRESENCE

AND EXACT LOCATION OF ALL UTILITIES

PRIOR TO CONSTRUCTION.

CAUTION!!

INSTALLATION OF ELECTRIC VEHICLE CHARGING INFRASTRUCTURE

MODERN STAY 39 LAKEVIEW BY OYO MINONK

SITEEV LOCATION

ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES:

• 2024 ILLINOIS BUILDING CODE

• 2018 ILLINOIS ACCESSIBILITY CODE

• 2024 INTERNATIONAL FIRE CODE

• 2024 INTERNATIONAL BUILDING CODE

• 2024 INTERNATIONAL EXISTING BUILDING CODE

• 2023 NATIONAL ELECTRICAL CODE

SHEET NUMBER SHEET TITLE

CS0.0 COVER SHEET

G1.0 GENERAL NOTES

C0.0 PROPERTY LAYOUT - EXISTING CONDITION

C2.0 CIVIL DETAILS -1

EV1.0 EV CHARGER PLAN

EV2.0 CHARGING STALL SIGNAGE AND BOLLARD LAYOUT

CIVIL DETAILS -2C3.0

THREE LINE DIAGRAM

C1.0 EV INFRASTRUCTURE PLAN

EV3.0

SYSTEM LABELING DETAILS

THIS PLAN IS DEVELOPED WITH THE INTENT TO PROVIDE PUBLIC ELECTRIC VEHICLE (EV) CHARGING STATIONS IN AN EXISTING PARKING LOT. THE EXTENT OF DESIGN WITHIN THIS CONSTRUCTION DOCUMENT INCLUDES THE EV

CHARGING STATIONS AND THEIR ACCOMPANYING CIVIL AND ELECTRICAL INFRASTRUCTURE.

• DEMOLITION OF EXISTING SURFACES FOR THE INSTALLATION OF EV CHARGERS.

• GRADING OF SURFACES ASSOCIATED WITH EV SERVICE EQUIPMENT TO COMPLY WITH ADA

REQUIREMENTS.

SCOPE OF WORK:

• CONVERTING (4) STANDARD PARKING STALLS TO (3) STANDARD EV PARKING STALLS AND (1) ACCESSIBLE

EV PARKING STALLS.

• INSTALL (1) UTILITY TRANSFORMER TO BE COORDINATED WITH UTILITY PROVIDER.

• INSTALL (1) MAIN DISTRIBUTION SWITCHBOARD.

• INSTALL (2) TRITIUM PKM150 RU DC RECTIFICATION UNIT.

• INSTALL (4) TRITIUM PKM150 CS EV FAST DC CHARGER.

• INSTALL (4) EV SIGN POSTS.

• CONSTRUCT 68 SQ.FT PARALLEL CURB RAMP SIDEWALK W/CURB

• CONSTRUCT (4) CONCRETE EV CHARGER FOUNDATIONS

• CONSTRUCT (1) CONCRETE CABINET FOUNDATION

• CONSTRUCT (1) CONCRETE SWITCHBOARD FOUNDATION

• CONSTRUCT (2) CONCRETE RECTIFICATION UNIT FOUNDATIONS

• CONSTRUCT (1) CONCRETE TRANSFORMER FOUNDATION

NOT TO SCALE

NORTH

GENERAL PLAN DESIGNATION : GENERAL COMMERCIAL

EV5.0

DATASHEETS -1EV6.0

DATASHEETS -2EV7.0

DATASHEETS -3EV8.0

1312 CAROLYN DR,

MINONK, IL 61760

NOT TO SCALE

NORTH

CONTRACTOR NOTES

AERIAL MAP

CODE INSPECTIONS:

OWNER AND/OR CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH CITY OF MINONK BUILDING CODES DEPARTMENT AND THE WOODFORD COUNTY ENGINEER AS NECESSARY TO COMPLY WITH ANY AND ALL INSPECTIONS REQUIRED BY FEDERAL, STATE, AND/OR LOCAL CODE AUTHORITIES. IT IS THE RESPONSIBILITY OF THE DEVELOPER TO OBTAIN ALL APPROPRIATE PERMITS FROM ALL THE GOVERNING AGENCIES THAT HAVE JURISDICTION

OVER THE AREA WHERE THE WORK IS PROPOSED TO BE DONE.

NOTE: NO CONSTRUCTION PERMITS SHALL

BE ISSUED UNLESS AND UNTIL A PLAN IS

APPROVED BY THE TRI-COUNTY REGIONAL

PLANNING COMMISSION, WOODFORD COUNTY

PERMITS:

IT IS THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN ALL APPROPRIATE PERMITS FROM ALL THE GOVERNING AGENCIES THAT HAVE JURISDICTION OVER THE AREA WHERE WORK IS PROPOSED TO BE DONE.

OWNER:

MODERN STAY 39 LAKEVIEW BY OYO MINONK

ENGINEER:

NORDIC ASIA SOLUTIONS

CONTRACTOR:

CONNECT ELECTRICAL

DEVELOPER:

UNIVERSAL EV LLC.

C0.1 DEMOLITION PLAN

DATASHEETS -4EV9.0

NOTES:

· THE PLANS PROVIDED ARE DESIGNED FOR CONSTRUCTION. POST COMPLETION OF CONSTRUCTION, DRAWINGS (CIVIL AND ELECTRICAL)

ARE TO BE UPDATED TO REFLECT AS BUILT STATUS AND SUBMITTED TO ILLINOIS DOT.

· CONTRACTOR MUST REFER THE O&M AND COMMISSIONING PLAN DOCUMENTS FROM UNIVERSAL EV FOR ADDITIONAL CONSTRUCTION

RELATED DETAIL THAT COULD NOT BE INCLUDED IN THESE PLANS.

ELECTRICAL DETAILSEV4.0

http://www.nordicasia.net

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

G1.0

N O

GENERAL NOTES :

1. Installation shall comply with all applicable laws, codes, government regulations, utility company requirements, etc. of all authorities having jurisdiction in effect at the time of the building permit.

2. Where conflicts exist between codes, standards or this specification, the higher requirement shall apply.

3. The contractor is solely responsible for the safety of his workers,all construction means, methods,techniques, sequences and procedures for coordinating the work under this contract.

4. Continuously maintain the construction premises in a neat and orderly condition.

damage to finishes shall be properly restored.

5. EVSE enclosure shall be NEMA rated.

6. EVSE cord length shall not exceed 25'.

7. EVSE charging stations has 4 doors i.e. front, rear, left and right. clear 24” distance on the four sides of a charger to be maintained for air circulation for cooling and opening panel for maintenance.

8. Mechanical and electrical support components, including strut and hardware, shall be hot dipped galvanized or equivalent electroplated finish.

9. All grounded conductors are white and equipment grounding conductors are green or bare per (NEC 200-6 (a), EX 5).

10. Liquid tight flexible metal conduit is generally suitable for installation in wet and dry locations. should it be employed, supports will be no more 12 inches from boxes (junction box, cabinets, or conduit fitting) and no more than 54 inches apart per NEC.

11. All conductors below 100a shall be copper, unless otherwise noted.

12. In order to provide accessible operation of EVSE, a 3’ by 3’ (minimum) handicapped accessible operating area must be kept clear of vehicles and snow between the nose of the vehicle and the EVSE.

13. Reliable protective grounding must be provided. it is recommended to have separate dedicated ground exclusively for the charger considering the safety aspects. the ground resistance should be less than or equal to 4ωcopper cable of in accordance with NEC shall be used to connect charge housing to external ground.

14. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). the raceway shall originate at the main service or sub-panel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space.

15. Location of installation is not located where excessive water run-offs, pooling or flooding may occur.

16. Exterior signs and zoning concerns per site requirements.

FOOTINGS:

Footings shall bear on firm undisturbed material or on engineered fill material. Any unsuitable material shall be removed from the footings excavations and spot reinforced. Foundation concrete shall be poured the same day excavations are opened, or steps shall be taken to adequately protect the open excavation.

FROST PROTECTION:

The underside of all footings and grade beams subjected to outside weather conditions shall have a minimum cover of 24" from top of finished grade to bottom of footing at any point above the footing, unless otherwise noted. This meets the frost depth of 24 inches as set forth by the Illinois Building Code, 2024 edition with latest errata.

SITE PREPARATION:

Prior to construction of any permanent structure, all topsoil and organic material, or frozen, wet, soft, loose, or undesirable soil shall be stripped from the site.

TYPICAL DETAILS:

Typical details shown herein are provided to illustrate design intent and minimum requirements. The contractor shall be responsible for accommodating specific field conditions while providing for the intent of the typical details.

REBAR CONTINUOUS THRU CORNERS:

All reinforcing steel shall be continuous through corners.

WELDING OF REINFORCEMENT STEEL:

Welding, including tack welding, of reinforcing steel is prohibited, unless weldable rebar is used with approval of engineer.

LAP SPLICES:

All lap splices shall be Class ‘B’ laps of minimum 24-inches in accordance with the requirements of ACI 318 – current edition, unless otherwise noted.

PLACEMENT OF STEEL:

All reinforcement, including dowels, shall be tied in place before placing concrete. Inserting dowels into the plastic concrete shall not be permitted. Contractor shall furnish additional reinforcing bars as necessary, whether shown in plans or not, to tie all reinforcements in place and to form cages to withstand forces due to placing and consolidation of concrete.

CONCRETE PLACEMENT:

The placement of concrete shall conform to ACI-304R, "Guide for Measuring, Mixing, Transporting and Placing Concrete", unless otherwise noted herein. The sides of all footings and foundation systems shall be formed to the exact dimensions as shown herein. Pouring concrete in trenches using sides of earth as forms is not permitted, except for spread footings.

ADVERSE WEATHER:

Placement of concrete in cold weather shall be in accordance with ACI-306R-88, "Cold

Weather Concreting". Placement of concrete in hot weather shall be in accordance with

ACI-305R-99, "Hot Weather Concreting".

CHEMICAL ADMIXTURES:

No chemical or mineral admixtures other than those noted herein shall be used in concrete without expressed and written consent by the engineer.

SECURING STEEL REINFORCEMENT:

All steel reinforcement shall be secured in-place prior to placement of concrete.

ELEVATION OF FOOTINGS:

All footings shall bear on solid undisturbed soil of consistent bearing to generally support an allowable bearing pressure of 2000 PSF. Any soft or unsuitable areas of bearing shall be undercut and properly replaced. A geotechnical engineer shall observe soil conditions under primary load-bear footings/foundations prior to placement of footings/foundations.

DESIGN CONSIDERATIONS:

CONCRETE: f'c = 3500PSI (Curb & Sidewalk) f'c = 4000PSI (Footings/Foundations) (Min. Comp. Strength at 28 days) Air Content = 6% Slump 3 – 5 inches

REINF.STEEL: fy = 60KSI (ASTM A615 Grade 60) DESIGN CODE: Illinois Building Code, 2024

CONCRETE COVER:

Concrete cover shall be provided for reinforcing steel as outlined below unless noted otherwise:

FOOTINGS: Top: 2" Cover Bottom & Sides: 3" Clear (Unformed) FORMED WALLS & PIERS: Stirrups: 1-1/2" Clear

Reinf. Bars: 1-1/4" Clear

CONTROL JOINTS:

Sidewalks to have construction or control joints not to exceed 5ft apart.

Control joints shall be a min. depth of 25% of slab thickness unless noted otherwise and shall be sawn within 4 to 6 hours of placement of concrete.

SUBGRADE PREPARATION, EXCAVATION AND BACK FILLING:

Where fill is required under slabs, sidewalks, trenches, pavements, etc., fill material shall be compacted Dense Graded Aggregate (DGA).

All subgrade material to be compacted to 95% of its maximum density as measured by the Modified Proctor Method. Use mechanical compactor.

Slab sub base material under concrete shall be 57's crushed stone.

CODE INSPECTIONS:

Owner and/or contractor shall coordinate construction activities with code officials as needed to comply with any and all inspections as deemed necessary by code officials.

NOTES:

· All jobsite activities will be conducted in a safe and orderly manner in compliance with OSHA requirements.

· The jobsite area shall be clearly marked and barricaded with orange barrels, safety cones, and/or caution fence as appropriate.

· All potential erosion shall be controlled in such a manner so as to prevent any displacement of silt to the area adjacent to the project.

· Erosion control shall be properly inspected and maintained during the entirety of the project.

· Contractor shall remove erosion control measures upon completion of project and only after potential for erosion has been eliminated.

· All equipment must comply with Build America Buy America Act (BABA).

WARRANTY AND DELIVERABLES UPON PROJECT COMPLETION:

A. WARRANTY: The contractor shall warranty all of the systems for proper operation installed by the contractor for not less than one calendar year from date of project completion. this completion date shall be set by the architect, engineer deliverables.

B. DELIVERABLES: The contractor shall submit a complete set of as-built redlines, all brochures, operating and maintenance manuals, catalogs, shop drawings, and other documents upon completion of the project.

SAFETY:

A. The general contractor shall be responsible for the safety of work area, adjacent areas and building occupants that are likely to be affected by the work under this contract. work shall conform to all osha requirements and the local jurisdiction.

B. The contractor shall provide portable fire extinguishers with a rating of not less than 2-a:10-b:c and shall be within 25 feet of travel distance to all portions of where the work is being completed during construction.

C. All existing active sewer, water, gas, electric, and other utilities shall be protected at all times, and where required for the proper execution of the work, shall be relocated as directed by the engineer. extreme caution should be used by the contractor when excavating or drilling piers around or near utilities. the contractor shall provide safety training for the working crew. this shall include but not be limited to a) fall protection, b) confined space, c) electrical safety, and d) trenching and excavation.

D. The general contractor shall be responsible for security of the site for the duration of construction until job completion.

http://www.nordicasia.net AutoCAD SHX Text f'c = 4000PSI (Footings/Foundations) (Min. Comp. Strength at 28 days) Air Content = 6% Slump 3 – 5 inches DESIGN CODE: Illinois Building Code, 2024

AutoCAD SHX Text Reinf. Bars: 1-1/4" Clear

N D

R C

D R

N D

ASPHALT DRIVEWAY

D R

(APPROX.)

R O

) EXISTING LIGHT POLE

EXISTING LIGHT POLE

EXISTING STRUCTURE

23'

WIDE 2 WAY

DRIVE ASILE

EXISTING

BUILDING

EXISTING

TRANSFORMER

CONCRETE

SIDEWALK(TYP)

EXISTING LIGHT POLE

G B

EXISTING BILLBOARD

W 270

350 0 10

170180190

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

Scale : N.T.S C0.0

U T

N G

C O

N D

Note:

Property lines shown are approximate.

REQUIRED PARKING SPACES FOR DEVELOPMENT : 45*

EXISTING AVAILABLE PARKING SPACES : 46

PARKING SPACES ELIMINATED BY EV STALLS : 4

PARKING SPACES POST-CONSTRUCTION : 42

(*) NOTE: REQUIRED PARKING BASED ON REPORT OF

40 HOTEL SUITES AND MAX ON-SITE STAFF

OF 10 PERSONS.

PARKING SUMMARY

15.9'

4'18'18' 23'

78.9'

D R

T D

15'

' S

19.9'

4'6.

G B

LOD

18'

LOD LOD

LODLOD

EXISTING LIGHT POLE

EXISTING

TRANSFORMER

REMOVED THE EXISTING ASPHALT

PAVEMENT STRIPING (TYP)

AREA OF APPARENT PAST

SETTLEMENT OF FILL MATERIAL

AND FAILURE OF PAVEMENT.

W 270

350 0 10

170180190

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

Scale : N.T.S C0.1

N P

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY

AND ALL PERMITS AND SHALL PAY ALL FEES NECESSARY FOR

ENCROACHMENT, GRADING, DEMOLITION, AND DISPOSAL OF SAID

MATERIALS AS REQUIRED BY PRIVATE, LOCAL AND STATE

JURISDICTIONS.

2. ALL DEMOLITION SHALL COMPLY WITH CHAPTER 24 OF THE

INTERNATIONAL FIRE CODE.

3. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR SURROUNDING

PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING

FACILITIES.

4. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING ABOVE

AND UNDERGROUND UTILITIES. THE LOCATIONS OF EXISTING

INFRASTRUCTURE DEPICTED IN THIS PLAN ARE APPROXIMATE AND

ARE SHOWN FOR REFERENCE ONLY.

5. THE CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION SITE

VISUAL INSPECTION TO FAMILIARIZE THEMSELVES WITH EXISTING

CONDITIONS AND THE EXTENT OF DEMOLITION WORK AS SHOWN

ON THE PLANS.

6. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED TO

PREVENT DEBRIS AND UNSUITABLE MATERIALS FROM ENTERING

STORM DRAINS, SANITARY SEWERS AND STREETS.

7. DUST CONTROL MEASURES SHALL BE IMPLEMENTED DURING

DEMOLITION.

8. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC

MATERIAL.

9. CONTRACTOR TO INSTALL CHAIN LINK FENCE WITH MESH SCREEN

TO PROTECT PUBLIC FROM ENTERING CONSTRUCTION AREA.

10. THE CONTRACTOR SHALL CLEAR THE PROJECT SITE AREA WITHIN

THE CONFINES OF THE SAWCUT LINE. THE CONTRACTOR SHALL

DEMOLISH AND REMOVE FROM THE SITE ANY NOTED EXISTING

UTILITY STRUCTURES, PLANTERS, TREES, AND OTHER SITE

FEATURES, NOTED TO BE REMOVED ON THE DEMOLITION PLAN.

11. REFER TO THE PROPERTY LAYOUT (EXISTING CONDITION) ON

SHEET C0.0 FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES,

ETC., LOCATED WITHIN THE PROJECT AREA. UNLESS OTHERWISE

NOTED, ALL EXISTING STRUCTURES, SLABS, CONCRETE, ASPHALT,

DEBRIS PILES, SIGNS, AND ALL APPURTENANCES SHALL BE

REMOVED FROM THE SITE BY THE CONTRACTOR SHALL BE

PROPERLY DISPOSED OF AS PART OF THIS PLAN. SOME ITEMS TO

BE REMOVED MAY NOT BE DEPICTED ON THE PROPERTY SURVEY. IF

ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT

THE OWNER PRIOR TO REMOVAL OF SAID ITEMS.

12. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO

ENSURE THE SAFETY OF THE PUBLIC. HAUL ROUTE TO BE CLOSELY

MONITORED FOR DEBRIS OR MATERIALS TRACKED ONTO

ADJOINING ROADWAYS, SIDEWALKS, ETC. ROADWAYS AND

WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN

PUBLIC SAFETY.

13. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR

SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.

14. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING,

PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES

DISTURBED OR OTHERWISE DAMAGED DURING CONSTRUCTION TO

THE SAME OR BETTER CONDITION THAN EXISTED PRIOR TO THE

COMMENCEMENT OF THE WORK.

15. ALL QUANTITIES LISTED ON THIS PLAN ARE FOR THE CONVENIENCE

OF THE CLIENT / CONTRACTOR AND SHALL BE CONSIDERED

APPROXIMATIONS. ACTUAL QUANTITIES FOR BIDDING AND

CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.

16. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROTECT

IN-PLACE ALL EXISTING SITE ELEMENTS AND INFRASTRUCTURE

WITHIN THE AREA OF IMPROVEMENTS.

17. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS NOTED

OTHERWISE.

18. ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT WITHIN

THE LIMITS OF THE WORK AREA SHALL BE REMOVED VIA SODIUM

BICARBONATE (SODA) BLASTING. ANY DIRECTIONAL ARROWS, STOP

BARS/TEXT OR CROSSWALKS THAT ARE NOT CORRECTLY LOCATED

OR INCONSISTENT WITH THE DETAILS PROVIDED SHOULD BE

REMOVED. APPLY SEAL COAT TO THE EXTENT THAT THE STRIPING

OR TEXT HAS BEEN REMOVED IN A SINGLE COMPLETE RECTANGLE

TO COVER ALL REMOVED STRIPING. DO NOT APPLY SEAL COAT

OVER EXISTING STRIPING OR CONCRETE. INSTALL NEW STRIPING

AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN.

DEMOLITION NOTES:

CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS &

CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE

ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING

WITH THE WORK.

EXISTING CONDITIONS NOTES:

FOR THE PURPOSE OF THIS PLAN, THE LIMITS OF DISTURBANCE (LOD) IS

THE BOUNDARY WITHIN WHICH ALL CONSTRUCTION, CLEARING,

EXCAVATION, GRADING, AND RELATED ACTIVITIES SHALL OCCUR.

EXISTING IRRIGATION NOTE:

J.U.L.I.E. UNDERGROUND (1-800-892-0123/ 811) (CALL BEFORE YOU DIG)

UNDERGROUND UTILITIES/STRUCTURES WERE NOT LOCATED FOR

PREPARATION OF THIS PLAN. BURIED UTILITIES/STRUCTURES MAY

BE ENCOUNTERED. IDENTIFICATION AND LOCATION OF UTILITIES

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR IS ADVISED THAT HE/SHE MAY CALL 811 (JULIE

UNDERGROUND - FORMERLY B.U.D.) A MINIMUM OF TWO (2) DAYS AND

NO MORE THAN 10 DAYS PRIOR TO EXCAVATION FOR LOCATION OF

UNDERGROUND UTILITIES. THE CONTRACTOR IS FURTHER ADVISED

THAT HE/SHE IS RESPONSIBLE FOR LOCATION OF ANY AND ALL

UNDERGROUND UTILITIES, INCLUDING THOSE

THAT DO NOT SUBSCRIBE AND/OR PARTICIPATE IN THE 811 SYSTEM.

SPOT ELEVATION KEY:

- EXISTING ELEVATIONS

- LIMITS OF DISTURBANCE (1020 SF)

DEMOLITION PLAN LEGEND:-

- SAWCUT LINE

- EXISTING ASPHALT PAVEMENT STRIPING REMOVAL

LOD

- REFERENCE POINT FOR MEASUREMENT

Sheet size : 24" X 36" - EXISTING CONCRETE SIDEWALK REMOVAL (68 SF)

00 5' 10'

- EXISTING LANDSCAPE AREA REMOVAL (750 SF)

EXISTING

TRANSFORMER

15.9'

D R

' S

19.9'

G B

18' 23' 18'

9' 9'

20'

5' 5'

4' 4'

6' 3.

3' 3.

3' 2'

2.6'

4.6'

10.5'

0.8'

G O

4.5'

(1.66%)

(1.11%)

0.88%

(0.94%)

(0.85%)

(0.9%)

(0 .7

(0 .6

(0 .5

(0 .8

(1 .1

(0 .6

(0 .7

0.73%

(0 .8

0.73%

1.5%1%

EXISTING LIGHT POLE

23' 18'

20.5' 20.5'

6' 6'

1.25%

(1 .0

C2.0

N O

P A

R K

PROPOSED

ADA PATH

(0.60%)

(1.47%)

(0 .6

(1 .3

(0.66%)

CONSTRUCT 32 SQ FT OF

FULL-DEPTH ASPHALT

PAVEMENT (SEE DETAIL

12 / SHEET C2.0)

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

C1.0

R E

ANN

W 270

350 0 10

170180190

LEGEND & ABBREVIATION:

Sheet size : 24" X 36"

1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THEIR PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF MY KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTION. ANY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES.

2. CONTRACTOR TO VERIFY CLEARANCE AT ALL UTILITY CROSSINGS. IF INTERFERENCE OCCURS, OTHER THAN NOTED ON PLAN, CONTRACTOR TO CONTACT DESIGN ENGINEER FOR POSSIBLE REDESIGN. IF REDESIGN IS UNFEASIBLE, CONTRACTOR

TO RELOCATE UTILITY AT NO EXPENSE TO ENGINEER.

3. THE CONTRACTOR AGREES THAT HE WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING

FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY.

CIVIL ENGINEER’S NOTICE TO CONTRACTOR:NEW EV CHARGING STATION SITE PLAN

1. CONTRACTOR TO BORE AND/OR HAND-TRENCH CONDUIT AS REQUIRED PER NEC.

2. ALL EQUIPMENT SHALL BE INSTALLED PER CLIENT DESIGN STANDARDS.

3. CONTRACTOR TO RETURN ALL AREAS OF DISTURBANCE BACK TO EXISTING GRADE AND UP TO OR BETTER THAN EXISTING

CONDITIONS.

4. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS NOTED OTHERWISE.

CONSTRUCTION NOTES:

1. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS OR OTHERWISE ESTABLISH A SURVEY OF THE EXISTING STRIPING IN ALL WORK AREAS IN ORDER TO ESTABLISH ALL EXISTING PAVEMENT MARKINGS WITH FULL COORDINATION OF NEW MARKINGS.

2. UNLESS OTHERWISE INDICATED ON THIS PLAN, THE CONTRACTOR SHALL ESTABLISH PAVEMENT MARKINGS FOR ALL FIRE LANES, DIRECTIONAL ARROWS, STOP BARS, CURBS, SIDEWALK, LIGHT POLE BASES, SIGN BASES AND PARKING STALLS TO

MATCH THE EXISTING SITE WITHIN REPAIR LIMITS.

3. CONTRACTOR TO USE APPROPRIATE PAINT COLORS TO MATCH THE EXISTING FEATURES. ADA BARRIER-FREE AREAS TO COMPLY WITH ALL LOCAL AND FEDERAL ADA STANDARDS. PAVEMENT MARKINGS SHALL BE A HIGH QUALITY PAINT RECOMMENDED BY THE PAINT MANUFACTURER. PAINT COLORS SHALL CLOSELY MATCH THE FEDERAL STANDARD 595B COLOR NUMBERS AS FOLLOWS: BLUE—COLOR 15080, WHITE—COLOR 37925, AND YELLOW—COLOR 33538.

4. IN AREAS NOT BEING RESURFACED BUT REQUIRING RESTRIPING, CONTRACTOR SHALL REMOVE EXISTING STRIPING BY EITHER SAND BLASTING, WATER BLASTING, OR BY ANOTHER APPROVED METHOD OF STRIPING REMOVAL. WHERE THE STRIPING REMOVAL CHANGES THE SURFACE TEXTURE OF THE EXISTING ASPHALT, CONTRACTOR SHALL SEAL THAT AREA PRIOR TO RESTRIPING. CONTRACTOR TO SUBMIT STRIPING REMOVAL METHOD TO PROPERTY MANAGER AND ENGINEER FOR

APPROVAL PRIOR TO CONSTRUCTION.

PAVEMENT MARKING NOTES:

1312 CAROLYN DR, MINONK, IL 61760, USA

CONSTRUCT EV CHARGING PER STRUCTURAL/ELECTRICAL PLAN

CONSTRUCT CONCRETE PAD FOR RECTIFICATION UNITS PER STRUCTURAL/ELECTRICAL PLAN

CONSTRUCT CONCRETE PAD FOR MAIN SWITCHBOARD PER STRUCTURAL/ELECTRICAL PLAN

CONSTRUCT CONCRETE PAD FOR TRANSFORMER PER STRUCTURAL/ELECTRICAL PLAN

CONSTRUCT CONCRETE PAD FOR CT CABINET PER STRUCTURAL/ELECTRICAL PLAN

INSTALL EV SIGNBOARD CENTERED IN EACH PARKING SPACE, ALIGNED WITH THE

CONCRETE PAD OF EV CHARGERS, PER DETAIL G ON SHEET EV2.0

INSTALL EV "USE LAST" SIGNBOARD PER DETAIL H ON SHEET EV2.0

PAINT STRIPING ACCESSIBLE PARKING SPOTS PER DETAIL 13 ON SHEET C2.0

INSTALL TRUNCATED DOMES PER CITY OF MINONK STANDARD, PER DETAIL 5 ON SHEET C2.0

CONSTRUCT PARALLEL CURB RAMP PER COUNTY OF WOODFORD STANDARD, PER DETAIL 5 ON SHEET C2.0.

PROVIDE 48" X 30" GROUND CLEAR SPACE IN FRONT OF ADA EV CHARGER

INSTALL BOLLARDS IN FRONT OF THE EV CHARGER, PER DETAIL 2 ON SHEET C2.0

INSTALL EMERGENCY DISCONNECT SWITCH IN NEARBY THE ADA ACCESS, PER DETAIL F ON SHEET EV2.0

CONSTRUCT 6" CURB AS PER DETAIL 1 ON SHEET C2.0

ACCESSIBLE PATH OF TRAVEL SHALL HAVE LESS THAN 2% CROSS SLOPE AND 5% RUNNING SLOPE AT ALL TIMES.

INCLUSIVE OF GUTTER LIP.

CONSTRUCT NEW ASPHALT PAVEMENT, AGGREGATE BASE, AND SUBGRADE TO THE REQUIRED ELEVATIONS TO ACHIEVE THE

PROPOSED SLOPES AND SURFACE ELEVATIONS SHOWN ON THE PLANS. PLACE COMPACTED BASE MATERIAL TO THE

REQUIRED ELEVATION AND INSTALL ASPHALT PER DETAIL 12 ON SHEET C2.0.

CONSTRUCTION NOTES:-

NOTES:

· ALL TREES, SIDEWALKS, CURB & FLOW LINES SHALL BE PROTECTED IN PLACE.

· CONTRACTOR SHOULD VERIFY THE EXISTING SPOT ELEVATION AND SLOPES,

TO HAVE POSITIVE DRAINAGE AWAY FROM BUILDING AND EV DEVICES.

- TREE

- PROPOSED ELEVATIONXXX.XX

- EXISTING ELEVATION(XXX.XX)

- FINISHED SURFACEFS

- TOP OF CONCRETETC

00 5' 10'

- EXISTING LANDSCAPE

CONCRETE FOOTING SCHEDULE

ITEM QUANTITY

DIMENSION REINFORCEMENT

(EACH WAY BOTTOM, UNO)

WIDTH LENGTH DEPTH

TRANSFORMER 1 5'-0" 5'-0" 2'-6" 10 X #6 REBAR

MAIN SWITCHBOARD 1 4'-10" 4'-0" 2'-6" 11 X #6 REBAR

CT CABINET 1 4'-0" 2'-7" 2'-6" 9 X #6 REBAR

RECTIFICATION UNIT 2 3'-3" 4'-7" 2'-6" 11 X #6 REBAR

EV CHARGER 4 3'-0" 1'-6" 2'-7" 9 X #6 REBAR

PARALLEL CURB RAMP 1 4'-6" 17'-0" 4" -

STRIPING SCHEDULE

ITEM QUANTITY

DIMENSION PROPERTIES

WIDTH LENGTH ON CENTER TYPE COLOR

PAVEMENT STRIPING 6 4" 18'-0" 9'-0" SOLID WHITE— 37925

ADA AISLE 3 4" 20'-0" 11'-0" & 5'-0" SOLID WHITE— 37925

ADA AISLE STRIPING 7 4" 5'-10" 3'-0" SOLID WHITE— 37925

PATH OF TRAVEL 2 8" 41'-0" 4'-0" SOLID WHITE— 37925

PATH OF TRAVEL STRIPING 21 6" 4'-0" 2'-0" SOLID WHITE— 37925

Note: The quantities and dimensions are above mentioned items are nominal and not intended for bidding purposes.

- FINISHED GRADEFG

- TOP OF FOUNDATIONTF

SECTION A-A

(TYPICAL)

USE #4 BAR

ANCHOR PINS,

14" LONG

3/4" DIA.

HOLE, THROUGH

EA. END

#3 REINFORCING

BAR, TYP.

8" TYP.3"

GROUND

LEVEL

TOP VIEW

SECTION VIEW

3' 2.

3'.3

1.3'

3'Ø

.4'Ø

CONCRETE

FOUNDATION

DUCTILE IRON

STEEL PIPE

BOLLARD,FILLED

WITH CONCRETE

CAP

CONCRETE

FOUNDATION

BOLLARD

1/2"X9" STEEL

ROD THRU

BOLLARD

7.5 7.5

6' 6'

PROPOSED

5' CONCRETE

SIDEWALK

1" R1/2" R

SUBGRADE

COMPACTION PER

PLAN

0.9'

0.5'

BOLLARD

ASPHALT

PAVEMENT

1.5'

EXISTING LANDSCAPE

(TO BE REMOVED)

EV CHARGER

ON CONCRETE PEDESTAL

0.3'

.77'

(0.8%)

EXISTING LANDSCAPE

WHEEL STOP

4' 5'

6.6

1.5

1.2

0.5

(20' M

SEE SITE PLA

R D

PER PLAN

(5' MIN.)

4" WHITE PAINT,

60 DEGREES

2'-4" ON CENTER

60°

36"O.C.

AX.

NO PARKING

ELEVATION

PLAN

0.90" MIN

0.92" MAX

M A

2.30" MIN O.C.

2.40" MAX O.C.

A X

O .C

0.45" MIN

0.47" MAX

BOLLARD

48" X 30"

GROUND SPACE

M e nc b ox

FRONT VIEWSIDE VIEW

.8'

4' 4'

3' 2.8'

1.5' 1.2' 1'

2.5'

3.29'

.7 7'

0.8' M ax 4'

EMERGENCY

DISCONNECT BUTTON

(MOUNTED ON POLE)

VARIES

REFER TO SITE PLAN

4" THICK CONCRETE SIDEWALK

WITH 6x6-W1.2xAW1.2 WELDED

WIRE MESH REINFORCEMENT.

2,500 PSI AT 28 DAYS.

PREPARED EARTH SUBGRADE

(COMPACTED TO AT LEAST 95

PERCENT MODIFIED PROCTOR)

0.5'

0.75'

1/2" R 1" R

SIDEWALK

WHERE SHOWN

1" ASPHALT SURFACE

3"ASPHALT BASE

6" COMP. DGA BASE

TACK COAT (INCLUDING VERTICAL FACES)

MATCH EXISTING ASPHALT SURFACE COURSE

REMOVE EXISTING ASPHALT PAVEMENT, AGGREGATE BASE, AND

SUBGRADE MATERIAL TO REQUIRED ELEVATION TO ACHIEVE

PROPOSED SLOPES AND SURFACE ELEVATIONS SHOWN ON PLANS.

PLACE COMPACTED BASE MATERIAL TO REQUIRED ELEVATION AND

PLACE ASPHALT PER CROSS SECTION BELOW.

EXISTING AGGREGATE BASE COURSE MEETING

MATERIAL & COMPACTION REQUIREMENTS - TO

REMAIN. ADD OR REMOVE MATERIAL AS

NECESSARY TO ACHIEVE FINAL PROPOSED GRADES.

MATCH EXISTING ASPHALT SURFACE COURSE

EXISTING SUBGRADE - TO REMAIN

PROPOSED PAVEMENTEXISTING PAVEMENT

1" COMP. DEPTH ASPHALT SURFACE

3" COMP. DEPTH ASPHALT BASE

6" COMP. DGA BASE

SAW CUT

0.40 LBS/SY ASPHALT MATERIAL FOR TACK COAT

MATCH EXISTING ASPHALT SURFACE COURSE

REMOVE EXISTING ASPHALT PAVEMENT,

AGGREGATE BASE, AND SUBGRADE MATERIAL

TO REQUIRED ELEVATION TO ACHIEVE

PROPOSED SLOPES AND SURFACE ELEVATIONS

SHOWN ON PLANS. PLACE COMPACTED BASE

MATERIAL TO REQUIRED ELEVATION AND

PLACE ASPHALT PER CROSS SECTION BELOW.

EXISTING DENSE GRADED AGGREGATE BASE

COURSE MEETING MATERIAL & COMPACTION

REQUIREMENTS - TO REMAIN. ADD OR REMOVE

MATERIAL AS NECESSARY TO

ACHIEVE FINAL PROPOSED GRADES.

MATCH EXISTING ASPHALT SURFACE COURSE

EXISTING COMP. SOIL SUBGRADE - TO REMAIN

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

C2.0

N.T.S.

SCALE 1 SECTION THRU CHARGING STALL AND EV CHARGING EQUIPMENT

N.T.S.

SCALE 5PARALLEL CURB RAMP (TYPICAL)

SECTION - AA

N.T.S.

SCALE 13

ACCESSIBILITY EV DETAILS N.T.S.

SCALE 6 OPERABLE PARTS HEIGHT N.T.S.

SCALE 7 ADA ACCESSIBILITY STANDARDS N.T.S.

SCALE 8

PAVEMENT STRIPING DETAIL

6" CONCRETE CURB

N.T.S.

SCALE 11

SCALE 4

SECTION - BB

N.T.S.

SCALE 2FOUNDATION DETAILS-BOLLARD

CONCRETE:

f'c = 3500 PSI Air Content = 6% Slump 3-5 inches

CONCRETE:

f'c = 3500 PSI

NOTE: BOLLARD TO BE COVERED

WITH SMOOTH UV RESISTANT

YELLOW BOLLARD SLEEVE.

0" CONCRETE CURB

00 10 20

CONCRETE SIDEWALK N.T.S.

SCALE 9 N.T.S.

SCALE 10 FULL DEPTH ASPHALT PAVEMENT DETAIL N.T.S.

SCALE 12

WHEEL STOP DETAIL N.T.S.

SCALE 3

NOTES:

1. PROPOSED ASPHALT 5.0% MAX. TRANSITION SLOPE TO EXISTING GRADE, UNLESS OTHERWISE SHOWN ON PLANS.

2. CREATE A SMOOTH TRANSITION TO MATCH EXISTING GRADE. SEE PLAN FOR APPROXIMATE REMOVE, REGRADE, AND REPLACE LIMITS.

3. SURFACE COURSE SHALL BE INSTALLED AT THE SAME TIME AS ADJACENT PAVEMENT REPAIR SURFACE COURSES.

4. IF AGGREGATE BASE COURSE IS NOT PRESENT CONTRACTOR TO NOTIFY ENGINEER OF RECORD IMMEDIATELY.

5. THE AGGREGATE BASE COURSE SHALL BE INSPECTED BY THE TESTING AGENCY, OWNER OR DESIGN

CONSULTANT AFTER ASPHALT REMOVAL AND BASE PREPARATION, PRIOR TO ASPHALT REPLACEMENT.

SAWCUT & FULL DEPTH ASPHALT PAVEMENT DETAIL

FOUNDATION DETAIL - TOP VIEW

CT CABINET - TOP VIEW

FINISH GRADE

2' .5

FRONT VIEW

SIDE VIEW

2.6'

CT CABINET

.3'

CT CABINET

CONCRETE

4000 PSI

CONCRETE

4000 PSI

(5) #6 REBARS @ 10" OC

(4) #6 REBARS @ 8" OC

5 X 3 1/2" PVC

CONDUIT TO MAIN SWITCHBOARD

4 X 4" PVC

CONDUIT FROM TRANSFORMER

(5) #6 REBARS @ 10" OC

(4) #6 REBARS @ 8" OC

(5) #6 REBARS @ 10" OC

(4) #6 REBARS @ 8" OC

3" CLEAR TYP.

EACH SIDE

FINISH GRADE

1/2" DIAMETER SS THREADED ROD, W/

SIMPSON SET-3G ADHESIVE ANCHOR

SYSTEM WITH 4" MIN. EMBEDMENT INTO

(N) EQUIPMENT SLAB IN ACCORDANCE

WITH ESR-4057 OR APPROVED EQUAL.

DRILL AND SET OF EPOXY ANCHORS SHALL

NOT OCCUR LESS THAN 7 DAYS FROM

POURING CONCRETE.

6" CONCRETE

PAD (TYP)

3.8'

FOUNDATION DETAIL - MAIN

SWITCHBOARD

MAIN SWITCHBOARD -

TOP VIEW

4.8'

2' .5

FRONT VIEW

SIDE VIEW

MAIN

SWITCHBOARD

4.8'

.3'

MAIN SWITCHBOARD

CONCRETE

4000 PSI

CONCRETE

4000 PSI

(6) #6 REBARS @ 10" OC

(5) #6 REBARS @ 10" OC

5 X 3 1/2" PVC

CONDUIT FROM CT CABINET

6 X 2 1/2" PVC

CONDUIT TO RECTIFICATION UNIT

FINISH GRADE

(6) #6 REBARS @ 10" OC

(5) #6 REBARS @ 10" OC

3" CLEAR TYP.

EACH SIDE

(6) #6 REBARS @ 10" OC

(5) #6 REBARS @ 10" OC

1/2" DIAMETER SS THREADED ROD, W/

SIMPSON SET-3G ADHESIVE ANCHOR

SYSTEM WITH 4" MIN. EMBEDMENT INTO

(N) EQUIPMENT SLAB IN ACCORDANCE

WITH ESR-4057 OR APPROVED EQUAL.

DRILL AND SET OF EPOXY ANCHORS SHALL

NOT OCCUR LESS THAN 7 DAYS FROM

POURING CONCRETE.

FINISH GRADE

2.3'

FRONT VIEW

FOUNDATION DETAIL - TOP VIEW

RECTIFICATION

UNIT - TOP VIEW

2.3'

RECTIFICATION

UNIT

3.3'

2' 4.6'

SIDE VIEW

3.3'

.3'

RECTIFICATION UNIT

CONCRETE

4000 PSI

(5) #6 REBARS @ 8" OC

(6) #6 REBARS @ 10" OC

RECTIFICATION

UNIT

CONCRETE

4000 PSI

6 X 2 1/2" PVC

CONDUIT FROM MAIN

SWITCHBOARD

FINISH GRADE

(5) #6 REBARS @ 8" OC

(6) #6 REBARS @ 10" OC

(5) #6 REBARS @ 8" OC

(6) #6 REBARS @ 10" OC

3" CLEAR TYP.

EACH SIDE

4 X 2 1/2" PVC

CONDUIT TO EV CHARGER

1/2" DIAMETER SS THREADED ROD, W/

SIMPSON SET-3G ADHESIVE ANCHOR

SYSTEM WITH 4" MIN. EMBEDMENT INTO

(N) EQUIPMENT SLAB IN ACCORDANCE

WITH ESR-4057 OR APPROVED EQUAL.

DRILL AND SET OF EPOXY ANCHORS SHALL

NOT OCCUR LESS THAN 7 DAYS FROM

POURING CONCRETE.

FOUNDATION DETAIL - TOP VIEW

TRANSFORMER -

TOP VIEW

TRANSFORMER

FRONT VIEW

SIDE VIEW

(5) #6 REBARS @ 13" OC

TRANSFORMER

CONCRETE

4000 PSI

TRANSFORMER

CONCRETE

4000 PSI

TRANSFORMER

(DETAILS PROVIDE

BY UTILITY)

.3'

FINISH GRADE

3" CLEAR TYP.

EACH SIDE

(5) #6 REBARS @ 13" OC

EV CHARGER - TOP VIEW

SIDE VIEWFRONT VIEW

6.6'

2.5'

PKM

TRITIUM

.3'

24X7 CUSTOMER SERVICE OR

TO PAY BY PHONE :

FOR PHONE PAYMENT

PLEASE CALL +1866 350 2738

LANGUAGE SUPPORTED ON

CALL - ENGLISH, SPANISH

TEXT SUPPORT AVAILABLE OR

PAY BY TEXT

CREDIT CARD

READER

WITH RFID

SUPPORT

PAYMENT

STICKER

BOLLARDS

FOUNDATION DETAIL - TOP VIEW

.3'

(6) #6 REBARS @ 6" OC

(3) #6 REBARS @ 6" OC

FINISH GRADE

CONCRETE PEDESTAL

DETAIL(FRONT)

CONCRETE PEDESTAL

DETAIL(SIDE)

5/8" HILTI

HIT-Z-R STAINLESS STEEL

RODS WITH HILTI HIT HY-200

ADHESIVE WITH 7-1/2"

EFFECTIVE EMBEDMENT

(6) #6 REBARS @ 6" OC

(TOP & BOTTOM)

(3) #6 REBARS @ 6" OC

(TOP & BOTTOM)

GROUND LEVEL

5/8" HILTI

HIT-Z-R STAINLESS STEEL

RODS WITH HILTI HIT HY-200

ADHESIVE WITH 7-1/2"

EFFECTIVE EMBEDMENT

(3) #6 REBARS @ 6" OC

(TOP & BOTTOM)

(6) #6 REBARS @ 6" OC

(TOP & BOTTOM)

CONCRETE 4000 PSI

SEE SHEET C3.0 FOR

TOP OF CONCRETE

ELEVATION

ASPHALT

SURFACE

1/4-INCH EXPANSION/

CONSTRUCTION JOINT

MATERIAL FULL-DEPTH

OF CONTACT AREA

WITH CONCRETE

- SEAL WITH SL-2

ELASTOMERIC SEALANT

1/4-INCH EXPANSION/

CONSTRUCTION JOINT

MATERIAL FULL-DEPTH

OF CONTACT AREA

WITH CONCRETE

- SEAL WITH SL-2

ELASTOMERIC SEALANT

GROUND LEVEL

1.5'

LANSCAPE

2.5'

3.29'

CONCRETE

PEDESTAL

3.7'

.5 '.6

ACCESSIBLE EV CHARGER

NON-ACCESSIBLE EV CHARGER

SIDE VIEWFRONT VIEW

6.6'

2.5'

PKM

TRITIUM

.3'

24X7 CUSTOMER SERVICE OR

TO PAY BY PHONE :

FOR PHONE PAYMENT

PLEASE CALL +1866 350 2738

LANGUAGE SUPPORTED ON

CALL - ENGLISH, SPANISH

TEXT SUPPORT AVAILABLE OR

PAY BY TEXT

CREDIT CARD

READER

WITH RFID

SUPPORT

PAYMENT

STICKER

FINISH GRADE

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

C3.0CT CABINET DETAILN.T.S.

SCALE A MAIN SWITCHBOARD DETAILN.T.S.

SCALE B RECTIFICATION UNIT DETAILN.T.S.

SCALE CTRANSFORMER DETAIL N.T.S.

SCALE D EV CHARGER DETAIL N.T.S.

SCALE E

-2

NOTE:

1. Charger slab foundation shall be of concrete slab with the dimensions of 3' length x 1'-6" width, to accommodate the weight and dimensions of the EV charger base.

2. Each charger should include a QR code for payment and chargers should also include a credit card reader with RFID support for contactless payment.

3. Expansion joint material to be pre-formed with top tear-off for application of SL-2 Elastomeric sealant or approved equal.

EXISTING LIGHT POLE

EXISTING TRANSFORMER

18'

D R

' S

G B

18' 23' 18'

23'

9' 9'

20'

5' 3.

3' 3.

2.6'

4.6'

10.5'

NEW MAIN

SWITCHBOARD

NEW CT CABINET

NEW RECTIFICATION

UNIT-1&2

C3.0 A

C3.0 B

C3.0 C

C3.0 D

ELECTRIC VEHICLE SUPPLY

EQUIPMENT - 2&3

(NEVI) (PKM150)

C3.0 A

ELECTRIC VEHICLE SUPPLY

EQUIPMENT - 4

(NEVI) (PKM150)

C3.0 E

ELECTRIC VEHICLE SUPPLY

EQUIPMENT - 1

(NEVI) (PKM150)

C3.0 E

EV SIGNBOARD (TYP)

EV2.0

EV ‘USE LAST’ SIGNBOARD

EV2.0

23'

WIDE 2 WAY

DRIVE ASILE

BOLLARD ELECTRIC VEHICLE

PARKING

VAN ACCESSIBLE

C2.0

FIRE LANE

PROPOSED PARALLEL

CURB RAMPC2.0

5' 6'

48" X 30" GROUND SPACE

EMERGENCY

DISCONNECT BUTTONEV2.0

G O

9.3'

8.6'

NEW TRANSFORMER

PAD

WHEEL STOP

C2.0

N O

P A

R K

PROPOSED

ADA PATH

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

W 270

350 0 10

170180190

Sheet size : 24" X 36" EV1.0

Charger Model : Tritium PKM150 | 150kW DC Fast Charger

Charger Quantity : 4

Capacity of EV DCFC : 600kW (150kW per port)

Rectification Unit : PKM150 Rectification Unit

Rectification Quantity : 2 (One unit for two EV DCFC chargers)

Connector Types : CCS1 (150V to 920V/350A DC)

NACS (50V to 500V/350A DC)

Total Parking Slot : 4 (43 Feet with a 5 feet ADA access)

ADA Access : 5 Feet (Only for one parking slot)

CHARGING STATION SPECIFICATIONS:

1. Do not let the flammable, explosive or flammable materials, chemicals, flammable vapors, and other dangerous goods close to charging station.

2. No underground utilities are present in the trenching area.

3. Contractor must proceed with caution during EV conduit trenching and follow standard safety and verification procedures

CHARGING STATION SPECIFICATIONS:

- ADA Charging Station Signage

SIGNAGE AND MARKING LABELS :

DESIGNED FOR ACCESSIBILITY

USE LAST

00 5' 10'

CONDUIT ESTIMATE SCHEDULE

ITEM CONDUIT QUANTITY LENGTH

TRANSFORMER TO CT CABINET 4" PVC 4 5'-0"

CT CABINET TO MAIN SWITCHBOARD 3 1/2" PVC 5 4'-0"

MAIN SWITCHBOARD TO RECTIFICATION UNIT -1 2 1/2" PVC 3 6'-0"

MAIN SWITCHBOARD TO RECTIFICATION UNIT -2 2 1/2" PVC 3 14'-0"

RECTIFICATION UNIT -1 TO EV CHARGER -1 2 1/2" PVC 1 33'-0"

RECTIFICATION UNIT -1 TO EV CHARGER -2 2 1/2" PVC 1 24'-6"

RECTIFICATION UNIT -2 TO EV CHARGER -3 2 1/2" PVC 1 20'-8"

RECTIFICATION UNIT -2 TO EV CHARGER -4 2 1/2" PVC 1 10'-0"

Note: The quantities and dimensions are above mentioned items are nominal and not intended for bidding purposes.

The contractor shall verify that existing and/or new lighting levels at all EV charging stalls and associated accessible routes meet IESNA RP-20 recommendations for parking lots.

CONTRACTOR NOTE:

- Truncated Dome

- Wheel Stop

- EV parking

EXCEPT

WHILE

CHARGING

- EV Charging Station and Signage

DESIGNED FOR ACCESSIBILITY

USE LAST

BED

PER

FAC

R E

" M

. I

N A

C C

R O

FINISHED

GRADE

IMPACT RECOVERY

SIGN POST

SEE DETAILS ON SHEET EV9.0

MOUNTING PER MANUFACTURE

.7'

" M

. I

N A

C C

R O

TE IMPACT RECOVERY

SIGN POST

SEE DETAILS ON SHEET EV9.0

MOUNTING PER MANUFACTURE

FINISHED

GRADE

.7'

EXCEPT

WHILE

CHARGING

" M

O C

A N

A C

E R

O U

EMERGENCY

DISCONNECT BUTTON

(BUTTON FACES EAST)

SEE DETAIL 2 ON SHEET EV8.0

IMPACT RECOVERY

SIGN POST

SEE DETAILS ON SHEET EV9.0

MOUNTING PER

MANUFACTURE

FINISHED

GRADE

.7'

.2'

EMBED

PER

MANUFACTURE

.7'

.2'

1.5'

1' EMERGENCY SHUT-OFF SIGN

(SIGN FACES EAST)

SIDE VIEWFRONT VIEW

(FACES NORTH)(FACES EAST)

.29'

.3 '.3'

FRONT VIEW

(EMERGENCY

DISCONNECT BUTTON)

SIDE VIEW

(EMERGENCY

DISCONNECT BUTTON)

48" M

AX LO

ATED

ITH

ESSIBLE R

IMPACT

RECOVERY POST

EMERGENCY

DISCONNECT

BUTTON

" M

. I

N A

C C

R O

DESIGNED FOR ACCESSIBILITY

USE LAST

IMPACT

RECOVERY

POST

MOUNTING PER

MANUFACTURE

" M

. I

N A

C C

R O

" M

. I

N A

C C

R O

" M

. I

N A

C C

R O

PKM

TRITIUM

BOLLARD

PKM

TRITIUM

PKM

TRITIUM

PKM

TRITIUM

4' 4.

2' 5' 1.8' 5.5' 2' 2.5' 4.5' 2' 2.5' 4.5' 2' 2.5' 4.5' 3.5'

43' 3.5'2'

1.9' 3.7' 3.7' 3.7' 3.7' 3.7' 2.6' 3.5'2.6' 2.6'2.7' 2.7' 2.7'

8.8' 3.8' 7.5' 2.5' 6.5' 2.5' 6.5' 2.5' 8'

11' 9' 9' 9'

5' C

H S

EQUAL EQUAL EQUAL EQUAL

3.3'

1.8' 1.9'

3.7'

48" X 30" GROUND

SPACE

USE LAST DESIGNED FOR

ACCESSIBILITY (12"X6")

LOCATED AT EV CHARGER

GROUND SPACE

EMERGENCY DISCONNECT

BUTTON MOUNTED ON POLE

(BUTTON & SIGN FACES EAST)

STANDARD SIGN R7-8(12"X18")

LOCATED AT EV CHARGER

GROUND SPACE

EVCS-4 EVCS-3 EVCS-2 EVCS-1

4" WHITE PAINT,

60 DEGREES 2'-4"

ON CENTER

43'

3.7'

FINISH GRADE

NO PARKING

WHEEL STOP

EXCEPT

WHILE

CHARGING

EXCEPT

WHILE

CHARGING

EXCEPT

WHILE

CHARGING

NOTE:

• Do not let the flammable, explosive or flammable materials, chemicals, flammable vapors, and other dangerous goods close to charging station.

• Each charger should include a QR code for payment and chargers should also include a credit card reader with RFID support for contactless payment.

• Contractor shall ensure that the EV equipment meets the charging cord reach requirements.

CHARGING STALL SIGNAGE LAYOUT - PLAN & ELEVATION (TOP VIEW) 1

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

EV2.0CHARGING STALL SIGNAGE LAYOUT - PLAN & ELEVATION (FRONT VIEW) H

EMERGENCY DISCONNECT BUTTON

STANDARD EV SIGN BOARD

VAN ACCESSIBLE SIGN BOARD2

C H

G N

O U

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

(N)-NEW

(E)-EXISTING

(4) 150 kW DC ELECTRIC VEHICLE CHARGING STATION THREE-LINE DIAGRAM

NOTE:

1. All conductor's ampacity is based on 75°C rated insulation.

2. EV Charger must be permanently programmed to output 350A Min.

DC MICROGRID

RECTIFICATION UNIT-1 (N)

TRITIUM PKM150 RU

ELECTRIC

VEHICLE CHARGER-4 (N)

TRITIUM PKM150 CS

DC MICROGRID

RECTIFICATION UNIT-2 (N)

TRITIUM PKM150 RU

ELECTRIC

VEHICLE CHARGER-3 (N)

TRITIUM PKM150 CS

ELECTRIC

VEHICLE CHARGER-1 (N)

TRITIUM PKM150 CS

ELECTRIC

VEHICLE CHARGER-2 (N)

TRITIUM PKM150 CS

2 1/2" PVC (TYP)

(2)#400 kcmil THWN-2 (AL) (1)#3 AWG Ground (CU)

2 1/2" PVC (TYP)

(2)#400 kcmil THWN-2 (AL) (1)#3 AWG Ground (CU)

3 X 2 1/2" PVC (TYP)

3 X (3) #300 kcmil THWN-2 (AL) 3 X (1) #1 AWG THWN-2 Ground (CU

UTILITY

METER (N)

ORANGE- L2

YELLOW - L3

BROWN- L1

CT CABINET (N)

PHICT153 3 PH Metering

CT Cabinet, 277/480V, 801-1500A Rated

SENSOR

5 X 3 1/2" PVC

5 X (4) #350 kcmil THWN-2 (AL) 5 X (1) #2/0 AWG THWN-2 Ground (CU)

GREEN - GROUND

TRANSFORMER (N)

500kVA

4 X 4" PVC

4 X (4) #500 kcmil THWN-2 (AL)

600A

1200A

#2 AWG Bare Green (CU)

(2) 5/8" X 8' (CU) (Minimum) Rod-Type Grounding Electrode

Supply Side Bonding Jumper

MAIN SWITCHBOARD (N)

277/480V, 1200A Rated, Siemens RapidSBx

SBXWW12EBB3RP

DETAIL-A

WIRING AND CONDUIT SCHEDULE

ID DESCRIPTION

VOLTAGE

(V)

Full Load Amperage

(A)

Full Load Amperage X

1.25% (A)

OCPD

rating (A)

Multiple conductor

Derate

Temperature Derate

Max ONE

WAY

LENGTH

(ft)

WIRE SIZE

Wire

Ampacity (A)

GROUND WIRE

TYPE R/1000FT V LOSS % TEMP

MAX

TOTAL NO OF

CONDUCTORS

NO. OF

CURRENT

CARRYING

CONDUCTOR

CONDUIT

1 CT CABINET TO MAIN

SWITCHBOARD 480 900 1125 1200 1.00 0.96 10 5 X #350 Kcmil (AL) 1250 5 X #2/0 AWG (CU) THWN-2 0.0121 0.04% 34C 5 3 5 X 3 1/2" PVC Min

2 MAIN SWITCHBOARD TO DC

MICROGRID RECTIFICATION UNIT-1 480 450 562.5 600 1.00 0.96 40 3 X #300 Kcmil (AL) 690 3 X #1 AWG (CU) THWN-2 0.0236 0.15% 34C 4 3 3 X 2 1/2" PVC Min

3 MAIN SWITCHBOARD TO DC

MICROGRID RECTIFICATION UNIT-2 480 450 562.5 600 1.00 0.96 40 3 X #300 Kcmil (AL) 690 3 X #1 AWG (CU) THWN-2 0.0236 0.15% 34C 4 3 3 X 2 1/2" PVC Min

DC MICROGRID RECTIFICATION

UNITS-1&2 TO ELECTRIC VEHICLE

CHARGER-1,2,3&4

950 170.00 212.50 250 1.00 0.96 25 #400 Kcmil (AL) 270 #3 AWG (CU) THWN-2 0.0529 0.04% 34C 3 2 2 1/2" PVC Min

EV3.0

G R

EV4.0

PUSH BUTTON

CONTROL STATION (N)

10A Rated (Schneider Electric , 9001KYK117)

1" PVC

(2) #12 AWG THWN-2 (CU)

#2 AWG Bare Green (CU)

Acorn Clamp

5/8" X 8' (Cu) Grounding Electrode Rod

Grade Level

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

EV4.0

N.T.S.

SCALE 2EMERGENCY DISCONNECT BUTTON WIRING DIAGRAM WITH MAIN SWITCH BOARD

N.T.S.

SCALE 4

UNDERGROUND ELECTRICAL CONDUIT - SECTION DRAWING

NOTE:

USE 75° C WIRE ONLY

GROUND ROD CONNECTION - DETAIL AN.T.S.

SCALE 1

N.T.S.

SCALE 3 NOT USED

GROUNDING NOTES:

1) ALL HARDWARE SHALL BE STAINLESS STEEL 3/8" DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.

2) FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL

SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING.

3) ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL (NO SHINERS).

4) ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OF IRREVERSIBLE COMPRESSION TYPE CONNECTIONS LISTED

FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED.

5) 2023 NEC 250.118 (B)(1) EXCEPTION: GROUNDING ELECTRODE CONDUCTORS EXCEPTION: A WIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLED IN COMPLIANCE WITH 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR BOTH THE EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR IN PARTS II. III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH AN EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING

ELECTRODE CONDUCTOR.

EV LOAD

MAIN SWITCH BOARD

FROM

3PH POWER

SUPPLY

SHUNT COILPh N

R Y B

DPDT SWITCH

Schneider Electric

9001KYK117

RIGID CONDUIT TO

SHUNT TRIP SWITCH

1" PVC

(2) #12 AWG THWN-2 (CU)

pin 5 pin 6

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

NOTE:

1. The enclosure must be NEMA-rated as per NEC 110.28.

2. Cord length will reach vehicle's inlet without excessive slack and must be no more than 25' in length as per NEC 625.17.

3. Equipment operating above 50 volts must be protected against physical damage as per NEC 110.27.

4. For EVCS greater than 60 amperes, a separate disconnect is required and should be installed concurrently with conduit and visible from EVCS as per NEC 625.43.

5. Conductors should be sized to support 125% of the rated equipment as per load NEC 625.41.

CAUTION

DANGER OF ELECTRIC SHOCK

DO NOT TOUCH THE APPARATUS

WITH WET HAND.

18"

24X7 CUSTOMER SERVICE OR

TO PAY BY PHONE :

FOR PHONE PAYMENT

PLEASE CALL +1866 350 2738

LANGUAGE SUPPORTED ON

CALL - ENGLISH, SPANISH

TEXT SUPPORT AVAILABLE OR

PAY BY TEXT

2.5'

3'-3"

3' -3

12"

EV5.0

12"

M O

N S

B Y

O N

A R

N D

O N

K , I

0 1 2 3 4 5 6 7 8 9N o.

O C

CHECKED BY:

DRAWN BY:

DOCUMENT DATE: APR 21, 2026

NORDIC PROJECT ID/R: UNE-25-06/15

SHEET NUMBER

3040 78 TH AVENUE SE,

UNIT 1619, MERCER ISLAND, WA 98040

Mob:720 492 2885 | www.nordicasia.net www.nordicasia.net

UNIVERSAL EV LLC

NORDIC ASIA

N.T.S.

SCALE 2EV CHARGER DATA SHEET-1 N.T.S.

SCALE 1 EV CHARGER DATA SHEET-2

N.T.S.

SCALE 4RECTIFICATION UNIT DATA SHEET-1 N.T.S.

SCALE 3 RECTIFICATION UNIT DATA SHEET-2 EV6.0

M O

N S

B Y

O N

A R

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 30, 2026.