1615_Microtel Inn by Wyndham Champaign _ UNE2466R23.pdf

IMAGE REFERENCE

AERIAL IMAGERY PROVIDED BY:

GOOGLE

SITE

VICINITY MAP DRAWING INDEX PROJECT DESCRIPTION

SITE INFORMATIONAPPLICABLE CODES C

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NOTE:

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

PERMITTING JURISDICTION:

CHAMPAIGN COUNTY REGIONAL PLANNING

COMMISSION (CCRPC), CHAMPAIGN COUNTY

LATITUDE :

40°09'33.7"N

LONGITUDE :

88°16'22.4"W

SITE COUNTY:

CHAMPAIGN COUNTY

SITE ADDRESS:

1615 RION DR,

CHAMPAIGN, IL 61822

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

MICROTEL INN BY WYNDHAM CHAMPAIGN

SITE

EV 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 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 SWITCHBOARD.

• INSTALL (1) TESLA V4 SUPERCHARGER POWER CABINET.

· INSTALL (4) TESLA V4 SUPERCHARGER.

· INSTALL (4) EV SIGN POSTS.

• CONSTRUCT 54 SQ.FT PARALLEL CURB RAMP SIDEWALK W/CURB.

• CONSTRUCT (4) CONCRETE EV CHARGER FOUNDATIONS.

• CONSTRUCT (1) CONCRETE CT CABINET FOUNDATION.

• CONSTRUCT (1) CONCRETE SWITCHBOARD FOUNDATION.

• CONSTRUCT (1) CONCRETE POWER CABINET FOUNDATIONS.

• CONSTRUCT (1) CONCRETE TRANSFORMER FOUNDATION.

NOT TO SCALE

NORTH

GENERAL PLAN DESIGNATION : GENERAL COMMERCIAL

1615 RION DR,

CHAMPAIGN, IL 61822

NOT TO SCALE

NORTH

CONTRACTOR NOTES

AERIAL MAP

CODE INSPECTIONS:

OWNER AND/OR CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH CITY OF CHAMPAIGN BUILDING CODES DEPARTMENT AND THE CHAMPAIGN 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 CHAMPAIGN COUNTY

REGIONAL PLANNING COMMISSION (CCRPC)

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:

MICROTEL INN BY WYNDHAM CHAMPAIGN

ENGINEER:

NORDIC ASIA SOLUTIONS

CONTRACTOR:

CONNECT ELECTRICAL

DEVELOPER:

UNIVERSAL EV LLC.

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.

CS0.0 COVER SHEET

G1.0 GENERAL NOTES

C0.0 PROPERTY LAYOUT - EXISTING CONDITION

C3.0

CIVIL DETAILS - 1

EV2.0

EV CHARGER PLAN

EV3.0

CHARGING STALL SIGNAGE AND BOLLARD LAYOUT

CIVIL DETAILS - 2

EV1.0

THREE LINE DIAGRAM

C1.0 EV INFRASTRUCTURE PLAN

EV4.0

SYSTEM LABELING DETAILS

EV6.0 DATASHEETS - 1

EV7.0 DATASHEETS - 2

C0.1 DEMOLITION PLAN

ELECTRICAL DETAILS

EV5.0

C2.0

EXPANDED VIEW OF GRADING PLANC1.1

EV8.0 DATASHEETS - 3

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

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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

CS0.0

http://www.nordicasia.net

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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.

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.

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

EE

T

TI

TL

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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

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.

SUPERCHARGER NOTES:

1. All conduit furnished and installed by contractor. All wiring furnished by contractor (except tesla signal wire) and installed by contractor.

2. All bushings and wiring internal of proposed service equipment provided by manufacturer. Any modifications shall require engineering approval prior to any changes being made.

3. All aluminum (Al) conductors to receive anti-oxidation coating during installation. All other conductors are copper unless otherwise noted.

4. The following charging cabinets and the charging posts used on this project comply with the following Standards:

· IEC 61851-23: 2014 / EN 61851-23: 2014

· UL 2202: 2009(R2012)

· CAN CSA C22.2 NO. 107.1-01(R2011)

6. The aforementioned standards identify the requirements met by the equipment, including but not limited to:

· Protection against electric shock

· Overload and short circuit protection

· Fault protection

· Degrees of protection against access to hazardous live parts

· The internal components of the system are proprietary. Any questions concerning actual internal protective devices must be coordinated directly with tesla.

7. Tesla supercharger signal wiring rated 1000V and used for power limited class 1 circuits shall be permitted to run in conduits, cable trays, wire ways or raceways along with associated DC conductors as allowed per NEC 725.48(B)(1), 300.3(C)(1) and 620.36.

8. Supercharger cabinet ac conductors sized under engineering supervision using thermal modeling software. Specifications about the trenching requirements are shown in the electrical details.

9. For DC runs in excess of 330 feet, contact tesla.

10. Underground conduits shall be schedule 40 PVC or UL listed HDPE. The aboveground portion of an underground / above ground transition shall be schedule 80 PVC or UL listed HDPE.

11. Above ground conduits exposed to vehicular or equivalent physical damage shall be RMC. Above ground conduits not exposed to vehicular or equivalent damage shall be permitted to be EMT.

12. Wire splices are not permitted to extend wire run length. Contractor is responsible for rerunning full length of wire if run length is miscalculated.

13. Special inspection is required for all post-installed concrete anchors.

14. Plant guarantee: contractor shall guarantee all plants for a period of one (1) year from date of project acceptance by the owner.

Contractor is responsible for plant maintenance for the first growing season.

15. If existing grass is damaged/removed during construction, contractor shall apply seed per hydroseed method. Rating of seed shall be per distributor based on species type.

16. Contractor shall match existing landscape; use grass, river rock, mulch etc. to match existing landscape around equipment, unless otherwise noted.

17. Contractor to install weed barrier in front of supercharger cabinets and switchboard. Barrier to extend full width and depth of

NEC required working clearances.

18. For (N) accessible EV charging area(S), contractor to field verify slopes are compliant per accessible stall detail (ref.

architectural or structural sheets). Regrade and add asphalt overlay, new full depth asphalt, and/or asphalt milling if required.

Existing spot elevations are approximate per survey data and are to be field verified by contractor.

19. Pad extents and footing to be confirmed by contractor prior to construction.

20. All precast foundations should have 1" separation filled with asphaltic material, between all precast pads and maintenance pads.

21. Switchboard dimensions and anchor locations are liable to change. Contractor to verify against vendor final shop drawings.

EXISTINGBITUMINOUSPARKING LOT

EXISTINGBITUMINOUSPARKING LOT

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CONCRETE CURB

CONCRETE CURB

EXISTING LIGHT POLE (TYP)

EXISTING LIGHT POLE (TYP)

EXISTING ELECTRIC

TRANSFORMER

STORM INLET

FIRE HYDRANT

EXISTING BUILDING

EXISTING LIGHT POLE (TYP)

EXISTING LIGHT POLE (TYP)

5' EXISTING CONCRETE

SIDEWALK (TYP)

EXISTING BILLBOARD

EXISTING LIGHT POLE (TYP)

EXISTING ADVERTISING

BILLBOARD

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EXISTING LIGHT POLE (TYP)

EXISTINGLIGHT POLE (TYP)

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STORM SEWER MANHOLE

EXISTING TRANSFORMER

EXISTING LANDSCAPING (TYP)

EXISTING STRIPING (TYP)

BENCHMARK

WATER VALVE

FIBER OPTIC

PEDESTAL

UNDERGROUND

ELECTRIC

FIBER OPTIC LINE

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REQUIRED PARKING SPACES FOR DEVELOPMENT : 87*

EXISTING AVAILABLE PARKING SPACES : 87

PARKING SPACES ELIMINATED BY EV STALLS : 4

PARKING SPACES POST-CONSTRUCTION : 83

(*) NOTE: REQUIRED PARKING BASED ON REPORT OF

40 HOTEL SUITES AND MAX ON-SITE STAFF

OF 10 PERSONS.

PARKING SUMMARY

LEGEND:

- EXISTING BUILDING

- EXISTING LANDSCAPE

- EXISTING SIDEWALK

Note:

Property lines shown are approximate.

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

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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

C0.0

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(76 3.7

6)

3.8

(76

3.8 3)

3.7

(76 3.6

18.5'

.3

20'

15'

(761.47)

71.5'

.1

5'

(76 2.4

6) (76

2.9 8)

LO

D

LO

D

LO

D

LOD

LOD

LOD LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

19'

5'

5' EXISTING CONCRETE

SIDEWALK (TYP)

UTILITY SERVICE

JUNCTION BOX

EXISTING LIGHT

POLE (TYP)

EXISTING LIGHT

POLE (TYP)

PR

O

PE

RT

Y

LI

NE

STORM MANHOLE

SAND BAG FILTER

AROUND STORM

DRAIN INLET

EXISTING LIGHT

POLE (TYP)

AREA OF APPARENT PAST

SETTLEMENT OF FILL MATERIAL

AND FAILURE OF PAVEMENT

REMOVED THE EXISTING

ASPHALT PAVEMENT

STRIPING (TYP)

EXISTING LANDSCAPE

AREA REMOVAL (640 SF)

FULL-DEPTH ASPHALT PAVEMENT

REMOVAL (942 SQ FT)

FULL DEPTH CONCRETE

SIDEWALK REMOVAL (90 SF)

9'

9'

9'

9'

9'

9'

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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:

THE LOCATIONS OF ALL EXISTING ELEVATIONS SHOWN ON THIS PLAN

HAVE BEEN DETERMINED FROM THE PRECISION ENGINEERING GROUP,

INC. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.

PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE SITE

CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE

LOCATIONS OF EXISTING UTILITIES AND PERFORM A PRIVATE UTILITY

LOCATE.

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:

SPOT ELEVATION KEY:

(XXX.XX) - EXISTING ELEVATION

N

E

S

W270

350 0 10

4O

170180190

BENCHMARK DATA

BM#1 - TOP CAP BOLT ON FIRE HYDRANT NEAREST "O" IN

OPEN. HYDRANT LOCATED ON SOUTH SIDE OF RION

DRIVE, ±650' EAST OF BLARNEY DRIVE.

ELEVATION = 764.02'

SURVEY 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.

- LIMITS OF DISTURBANCE (2040 SF)

DEMOLITION PLAN LEGEND:-

- SAWCUT LINE

LOD

- REFERENCE POINT FOR MEASUREMENT

- FULL DEPTH CONCRETE SIDEWALK REMOVAL (90 SF)

- EXISTING LANDSCAPE AREA REMOVAL (640 SF)

- EXISTING LANDSCAPE REMOVAL

- FULL DEPTH ASPHALT PAVEMENT REMOVAL (942 SF)

00 5' 10'

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

EE

T

TI

TL

E:

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

C0.1Sheet size : 24" X 36" Scale 1" = 5'

(76 2.2

7) (76

2.8 2)

(76 2.5

2)

(76 1.9

4)

(76 2.3

4) (76

1.7 8)

(76 1.9

0)

(76 1.9

2)

(76 2.0

9)

(76 2.2

9)

(76 2.0

3)

(76 1.9

9)

(76 2.2

7)

(76 2.2

1)

(76 1.9

6)

(76 1.9

0)

(76 2.1

2)

(76 2.0

1)

(76 1.5

9)

(76 1.6

3)

(76 1.9

1)

(76 2.2

(76 2.6

(76 1.9

4)

(76 1.6

5)

(76 1.6

7)

(76 2.1

1)

(76 2.1

9)

(76 1.6

6)

(76 1.7

2)

(76 2.3

4)

(76 2.4

6)

(76 1.7

5)

(76 1.9

1)

(76 2.5

3)

(76 2.6

1)

(76 2.0

4)

(76 2.6

3)

(76 2.8

(76 2.4

(76 2.3

2)

(76 1.8

7)

(76 1.6

4)

(76 2.2

7)

(76 2.1

1)

(76 1.6

3)

(76 1.6

5)

(76 1.9

0)

(76 2.0

3)

(76 2.5

5)

(76 2.6

9)

(76 2.7

6)

(76 1.7

0)

(76 1.6

7)

(76 2.5

9)

(76 2.3

4)

(76 2.5

1)

(76 2.3

4)

(76 2.2

3)

(76 2.9

3)

(76 3.0

6)

(76 3.8

2)

(76 2.8

7)

(76 2.6

3)

(76 2.2

3)(76 2.5

7)

(76 2.1

8)

(76 2.4

6)

(76 3.0

6)

(76 3.7

5)

(76 3.4

5)

(76 3.7

2)

(76 3.7

6)

(76 3.6

(761.47)

23'

13'

18.5'

8' 20'

5'

9'

9'

9'

18'

NO

PA

RK

IN

G

13'

5'

5'

(1.53%)

(2

(1.60%)

C2.0

(1 .5

5%

(1 .6

6%

(1.66%)

(1 .2

2%

(1 .6

6%

(1.61%)

(1 .2

2%

(1 .1

1%

(1.38%)

(1.40%)

(1.40%)

(0 .6

(0 .6

(1 .5

4%

(1.40%)

(1 .5

4%

11.7'

11.7'

C2.0

(3.

(0 .1

2%

(0 .3

4%

(1.44%

(0 .9

(0 .1

7%

(1.

16.7'

(1.25%)

(1.96%)

(1.70%)

(76 2.9

8)

(6.38%)

1.5'

(1 .8

(1.40%)

2'

(76 2.6

(76 2.6

(0 .7

5%

(0 .6

6%

(76 2.1

7)

STORM INLET

SAND BAG FILTER

AROUND STORM

DRAIN INLET

PROPOSED ONE-WAY

DIRECTIONAL RAMP

5' EXISTING CONCRETE

SIDEWALK (TYP)

PROPOSEDADA PATH

FG:762.00 CONSTRUCT 90 SQ FT OF

SIDEWALK CONCRETE (SEE

DETAIL 4 / SH C2.0)

FS: 762.16

FS: 762.10

FS: 761.93

FS: 761.90

(FS: 762.36)

FS: 761.80

FS: 762.05

(FS: 761.72)

(FS: 761.73)

FS: 761.94JOINT EXISTING

FS: 761.95JOINT EXISTING

FS:762.03

(TC:762.77)(FS:762.27)

(FS: 761.62)

(FS: 761.74)

(FS: 761.63)

(FS: 761.65)

FS: 761.65

FS: 761.94

FS: 761.50

FS: 761.80

(FS:762.86)

CONSTRUCT 25 SQ FT OF

FULL-DEPTH PROPOSED ASPHALT

PAVEMENT (SEE DETAIL 12 / SH C3.0

FS: 762.42

EXISTING LIGHT

POLE (TYP)

FS: 762.16

CONSTRUCT 6" CONCRETE

CURB (SEE DETAIL / SH C2.0)

PROPOSED ASPHALT

PAVEMENT

FS: 762.38

TF: 762.70FG:762.20

FS: 762.21

TF: 762.72FG:762.22FS: 762.18

TF: 762.71FG:762.21

DEMO'ED TRENCH TO BE RESTORED

TO MATCH EXISTING CONDITIONS

IN ALL LOCATIONS (TYP.)

3.9'

3.

5'

3.8'

4'

2.6'

4'

4.

8'

5' 5.8'

(76 2.6

4)

3'

7'

6'

NEW POLEW/ CAMERA

ENCLOSURE

NVR & POE

AC DISCONNECT

NEW 1kVA TRANSFORMER WITH

NEMA 3R WEATHERPROOFING

ENCLOSURE

4.

6'

3'

4'

EV

IN

FR

AS

TR

U

C

TU

R E

PL

AN

LEGEND & ABBREVIATION:

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:

1615 RION DR, CHAMPAIGN, IL 61822

CONSTRUCTION NOTES:-

- TREE

- PROPOSED ELEVATION

(XXX.XX) - EXISTING ELEVATION

XXX.XX

- FINISHED SURFACEFS

- TOP OF CONCRETETC

- EXISTING LANDSCAPE

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.

· CONTRACTOR TO FIRST INSTALL V4 CABINET AND THEN INSTALL BOLLARDS

FOR PROTECTION ON THE SIDE, AS THE MINIMUM REQUIRED CLEARANCE FOR

CONSTRUCTION OF V4 CABINET IS 36" AND THE MINIMUM REQUIRED

CLEARANCE FOR SERVICING IS 18"

- TOP OF FOUNDATIONTF

N

E

S

W270

350 0 10

4O

170180190

- FINISHED GRADEFG

DEMOLITION PLAN LEGEND:-

- EXISTING LANDSCAPE AREA FILL

- PROPOSED ASPHALT PAVEMENT BOUNDARY

- PROPOSED ASPHALT PAVEMENT FILL (968 SQFT)

- PROPOSED CONCRETE SIDEWALK (90 SQFT)

CONSTRUCT EV CHARGING PER STRUCTURAL/ELECTRICAL PLAN

CONSTRUCT CONCRETE PAD FOR POWER CABINET 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 ON BOLLARD PER DETAIL H ON SHEET EV2.0

PAINT STRIPING ACCESSIBLE PARKING SPOTS PER DETAIL 8 ON SHEET C2.0

INSTALL TRUNCATED DOMES PER CITY OF CHAMPAIGN STANDARD, PER DETAIL 4 ON SHEET C2.0

ONE-WAY DIRECTIONAL RAMP PER COUNTY OF CHAMPAIGN STANDARD,

PER DETAIL 4 ON SHEET C2.0.

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

INSTALL EMERGENCY DISCONNECT SWITCH IN NEARBY THE ADA ACCESS,

PER DETAIL F ON SHEET EV2.0

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

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

INSTALL PROTECTION BOLLARD, PER DETAIL 13 ON SHEET C2.0

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

EE

T

TI

TL

E:

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

00 5' 10'

Sheet size : 24" X 36" Scale 1" = 5'

CONCRETE FOOTING SCHEDULE

ITEM QUANTITY DIMENSION REINFORCEMENT

(EACH WAY BOTTOM, UNO)WIDTH LENGTH DEPTH

TRANSFORMER 1 7'-0" 6'-0" 5" 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

POWER CABINET 1 5'-7" 4'-11" 10" 13 X #5 REBAR

EV CHARGER 4 2'-0" 4'-8" 1'-6" 10 X #4 REBAR

4 X #5 REBAR

ONE-WAY DIRECTIONAL RAMP 1 9'-0" 9'-0" 4" -

STRIPING SCHEDULE

ITEM QUANTIT

Y

DIMENSION PROPERTIES

WIDTH LENGTH ON CENTER TYPE COLOR

PAVEMENT STRIPING 3 4" 18'-0" 9'-0" SOLID WHITE— 37925

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

ADA AISLE STRIPING 6 4" 5'-10" 3'-0" SOLID WHITE— 37925

PATH OF TRAVEL

1 8" 23'-2" - SOLID WHITE— 37925

1 8" 27'-7" - SOLID WHITE— 37925

PATH OF TRAVEL STRIPING 12 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.

(762.35)

(761.75)

(762.93)(763.06)

(27.62')

13'

EXISTING BUILDING

.5

8'

5'

20'

11' 5' 9' 9' 9'

18'

NO

PARKING

5' 5'

(1.53%

(2%)

(1.60%

(1.55%)

(1.66%)

(1.66%

(1.22%)

(1.66%)

(1.61%

(1.22%)

(1.33%)

(1.38%

(1.40%

(1.30%

(0.6%)

(0.6%)

(1.54%)

(1.40%

(1.54%)

.7

.7

(3.13%)

(0.12%) (0.34%)

(1.

(0.63%) (0.17%)

(1.73%)

.7

(1.25%

(1.96%

(1.70%

1.

5'

(1.40%

C2.0

EXISTING PROPERTY LINE

(1.60%

(6.38%

(1.8%)

(1.44%

(0.66%)

(0.75%) 4.6'

STORM

INLET

PROPOSED

ADA PATH

FG:762.00

FS: 762.16

FS: 762.10

FS: 761.93

FS: 762.21

FS: 761.90 FS: 761.80

FS: 762.05

FS: 761.72FS: 761.73

FS: 761.94

JOINT EXISTING

FS: 761.95

JOINT EXISTING

FS:762.03

TC:762.77

FS:762.27

(FS: 761.62)(FS: 761.74)

(FS: 761.63) (FS: 761.65)

FS: 761.65

FS: 761.94

FS: 761.50

FS: 761.80

FS:762.86

PROPOSED ONE-WAY

DIRECTIONAL RAMP

CONSTRUCT 90 SQ FT OF SIDEWALK

CONCRETE (SEE DETAIL 4 / SH C2.0)

PROPOSED ASPHALT

PAVEMENT

SAND BAG FILTER

AROUND STORM

DRAIN INLET

FS: 762.42

FS: 762.10

CONSTRUCT 6" CONCRETE CURB

(SEE DETAIL 1 / SH C2.0)

TF: 762.65

FG:762.15

TF: 762.63

FG:762.13

TF: 762.67

FG:762.17

FS: 762.18

PROPOSED UNDERGROUND

CONDUITS

3.5'

3.8'

4'

2.

6'

4'

4.8'

5.8'

3.

9'

5'

3'

7'

6'

FS: 762.36

FS: 762.38

4.7'

NEW POLE W/ CAMERA

NEW 1kVA TRANSFORMER WITH

NEMA 3R WEATHERPROOFING

ENCLOSURE

ENCLOSURE

NVR & POE

AC DISCONNECT

4.6'3' 4'

EX

PA

N D

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V

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W

O F

G R

AD

IN

G P

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GRADING PLAN LEGEND:

- PROPOSED ASPHALT PAVEMENT BOUNDARY

- PROPOSED ASPHALT PAVEMENT FILL

- PROPOSED CONCRETE SIDEWALK

SPOT ELEVATION KEY:

TF - TOP OF FOUNDATION

FS - FINISHED SURFACE

TC - TOP OF CONCRETE

FG - FINISHED GRADE

- EXISTING ELEVATIONS

- PROPOSED FLOW ARROW (DIRECTION AND SLOPE)(## %)

- EXISTING FLOW ARROW (DIRECTION AND SLOPE)(## %)

N

E

S

W

300 310 320 330

4O

8090100

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

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BY

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

EE

T

TI

TL

E:

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

C1.1

00 4' 8'

Sheet size : 24" X 36" Scale 1" = 4'

6.38%

1.8%

1.60%

5'-0"

13'

5'-0"

SIDEWALK WIDTH

5'

EXISTING PARKING LOT

EXISTING PARKING LOT

A

A

EXISTING SIDEWALK 13'

Depressed corner Ramp Upper landing Sidewalk

1:50 max. 1:12 max. 1:50 max.2

.5'

0.5"

SECTION A-A

SIDE CURB DETAIL

DETAIL A

1. Upper landing(s) not required for ramp slopes flatter than 1:20.

2. The running slope of the curb ramp shall not require the ramp length to exceed 15' (4.5 m).Ramp

Flush with top of roadway curb and top of sidewalk

Variable

Ramp thickness

2" R

Expansion joint

(20' M

IN

SEE SITE PLA

N

FO

R D

IM

PER PLAN

(5' MIN.)

60°

36"O.C.

M

AX.

NO PARKING

4" WHITE PAINT,

60 DEGREES

2'-4" ON CENTER

THE WORDS "NO PARKING"

SHALL BE PAINTED ON THE

GROUND WITHIN THE

ACCESS AISLE. THIS NOTICE

SHALL BE PAINTED IN WHITE

LETTERS NO LESS THAN 12

INCHES HIGH

ELEVATION

PLAN

0.90" MIN

0.92" MAX

0.

M

IN

0.

M A

X

2.30" MIN O.C.

2.40" MAX O.C.

2.

M

IN

O

.C

2.

M

A X

O .C

0.45" MIN

0.47" MAX

3.00%

1.5'

0.3'

1'

0.77'

.1 2'

.4 5'

EXISTING LANDSCAPE

BOLLARD

ASPHALT

PAVEMENT

EXISTING LANDSCAPE

(TO BE REMOVED)

EV CHARGER

ON CONCRETE PEDESTAL

BT

M e nc b ox

FRONT VIEWSIDE VIEW

MAX 10"

1.

3'

4' 4'

6.

4'

1.

2'

2.2'

1.

3'

4'

1'-1"

4'

2.5'

2.3'

REBOUNDING

BOLLARD

48" X 30"

GROUND SPACE

HANDLE TERMINUS

CABLE TERMINUS

CABLE TERMINUS

HANDLE

0.8' M ax 4'

EMERGENCY

DISCONNECT BUTTON

(MOUNTED ON POLE)

1.

6'

0.9'

0.5'

0.

5'PROPOSED 5' ONE-WAY

DIRECTIONAL RAMP

1" R1/2" R

SUBGRADE

COMPACTION PER

PLAN

EXISTING

PARKING LOT

TOP VIEW

1.

3'Ø

.4'Ø

2.

7'

3'

1.3'

GROUND

LEVEL

3'

CONCRETE

FOUNDATION

BOLLARD

CONCRETE

FOUNDATION

IMPACT RECOVERY

SIGN POST

SEE DETAILS ON SHEET EV8.0

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'

1/2" R 1" R

SIDEWALK

WHERE SHOWN

1" ASPHALT SURFACE

3"ASPHALT BASE

6" COMP. DGA BASE

PROPOSED PAVEMENTEXISTING PAVEMENT

2” HMA SURFACE COURSE IL-9.5, MIX D, N50

2-1/4” HMA BINDER COURSE, IL-19, N50

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

RATE OF 95% - TO REMAIN. ADD OR REMOVE

MATERIAL AS NECESSARY TO ACHIEVE FINAL

PROPOSED GRADES.

MATCH EXISTING ASPHALT SURFACE COURSE

EXISTING COMP. SOIL SUBGRADE - TO REMAIN

GROUND

LEVEL

TOP VIEW

SECTION VIEW

CONCRETE

FOUNDATION

DUCTILE IRON

STEEL PIPE

BOLLARD,FILLED

WITH CONCRETE

CAP

CONCRETE

FOUNDATION

BOLLARD

1/2"X9" STEEL

ROD THRU

BOLLARD

3' 2.

7'

3'.3

1.3'

1.

3'Ø

.4'Ø

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

EE

T

TI

TL

E:

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 4DEPRESSED CORNER RAMP (TYPICAL)

N.T.S.

SCALE 8

ACCESSIBILITY EV DETAILS N.T.S.

SCALE 5 OPERABLE PARTS HEIGHT N.T.S.

SCALE 6 ADA ACCESSIBILITY STANDARDS N.T.S.

SCALE 7

PAVEMENT STRIPING DETAIL

6" CONCRETE CURB

N.T.S.

SCALE 12

SCALE 3

C

IV

IL

D

ET

AI

LS

N.T.S.

SCALE 2FOUNDATION DETAILS - BOLLARD

CONCRETE:

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

CONCRETE:

f'c = 3500 PSI

0" CONCRETE CURB

00 10 20

CONCRETE SIDEWALK N.T.S.

SCALE 9 N.T.S.

SCALE 11 N.T.S.

SCALE 13SAWCUT & FULL DEPTH ASPHALT PAVEMENT DETAIL BOLLARD FOUNDATION DETAILS

3'

.5

7.

5'

3'

1.

6'

FOUNDATION DETAIL - TOP VIEW

CT CABINET - TOP VIEW

.5

FINISH GRADE

FINISH GRADE

2.

5'

4'

2' .5

FRONT VIEW

SIDE VIEW

2.6'

CT CABINET

4'

2.

6'

.3'

4 X 4" PVC

CONDUIT FROM TRANSFORMER

FINISH GRADE

4 X 4" PVC

CONDUIT TO MAIN SWITCHBOARD

CT CABINET

CT CABINET

CONCRETE

4000 PSI

CONCRETE

4000 PSI

(5) #6 REBARS @ 10" OC

(4) #6 REBARS @ 8" OC

(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

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)

5.

4'

3.8'

3.8'

3'

.5

FOUNDATION DETAIL - MAIN

SWITCHBOARD

MAIN SWITCHBOARD -

TOP VIEW

2.

5'

4.8'

2' .5

FRONT VIEW

SIDE VIEW

MAIN

SWITCHBOARD

4'

4'

4.8'

.3'

3 X 4" PVC

CONDUIT TO POWER CABINET

FINISH GRADE

FINISH GRADE

FINISH GRADE

4 X 4" PVC

CONDUIT FROM MAIN

SWITCHBOARD

1 X 1" PVC

CONDUIT TO POWER CABINET

MAIN SWITCHBOARD

MAIN SWITCHBOARD

CONCRETE

4000 PSI

CONCRETE

4000 PSI

(6) #6 REBARS @ 10" OC

(5) #6 REBARS @ 10" OC

(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.

7.

6'

3 X 4" PVC

CONDUIT FROM MAIN

SWITCHBOARD

4.6'

3.

9'

5.1'

4.

4'

GROUND LEVEL

GROUND LEVEL

4.9'

5.6'

.8

SIDE VIEW

FRONT VIEW

FOUNDATION DETAIL - TOP VIEW

POWER

CABINET

3.3'

2.8'

.5 '3"

POWER CABINET TOP VIEW

FRONT

VIEW

4.7'

.9'

.3

.3

1 X 1" PVC

CONDUIT FROM MAIN

SWITCHBOARD

4 X 4" PVC

CONDUIT TO

EV CHARGER

.8

PROVIDE 6" MIN. FROM

ANCHORS TO

CONDUIT WINDOW

AND PAD EDGE

(6) #5 REBARS

@ 10.5" OC

(7) #5 REBARS @ 10" OC

(6) #5 REBARS

@ 10.5" OC

(7) #5 REBARS

@ 10" OC

CONCRETE 4500 PSI

(6) #5 REBARS @ 10.5" OC

(7) #5 REBARS @ 10" OC

POWER CABINET

ETHERNET CONDUIT

(ETHER-LOOP)

DC POST CONDUIT

(CABINET TO POST)

CABINET ANCHORAGE

LOCATIONS, (TYP. 4)

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.

AC CONDUIT

(SWITCHBOARD

TO CABINET)

.6' .6'

5.6'

4.

9'

.1

7'

6'

7' .4

6' .4

(7) #6 REBARS @ 11" OC

(7) #6 REBARS @ 13" OC

(7) #6 REBARS @ 13" OC

TRANSFORMER

(DETAILS PROVIDE

BY UTILITY)

TRANSFORMER

(DETAILS PROVIDE

BY UTILITY)

.4

.2

.1

.3

1.6' 1'1'

TRANSFORMER

(DETAILS PROVIDE

BY UTILITY)

TRANSFORMER

TRANSFORMER -

TOP VIEW

1'

FINISH GRADE

CONCRETE

4000 PSI

FINISH GRADE

CONCRETE

4000 PSI

3" CLEAR TYP.

EACH SIDE

3" CLEAR TYP.

EACH SIDE

FRONT VIEW

SIDE VIEW

7'

6'

(7) #6 REBARS @ 13" OC

(7) #6 REBARS @ 11" OC

FOUNDATION DETAIL - TOP VIEW

.3'

NO

PARKING

REBOUNDING

BOLLARD

ACCESSIBLE VAN EV CHARGE STALL - IBC & ADA

TOP VIEW

IF ACCESSIBLE ROUTE PASSES

BEHIND THE HEAD OF THE

ACCESSIBLE STALL, ENSURE

MINIMUM 4' CLEAR SPACE AT

BACK OF CHARGE POST, AND

1:48 MAX SLOPE ALL DIRECTIONS

FOR ACCESSIBLE ROUTE AT

HEAD OF STALL

HANDLE TERMINUS

BOLLARD SIGN

30" X 48"

CLEAR FLOOR

SPACE

4" WHITE BORDER

AND CROSS

STRIPING, TYP.

5' WIDE

ACCESS

AISLE

12" HIGH WHITE

TEXT

1:48 MAX SLOPE ALL DIRECTIONS AT ACCESSIBLE EV

VEHICLE STALL AND ACCESS AISLE

FOUNDATION DETAIL - TOP VIEW

2.3'

2'

.5 '4" M

IN

M

IN

11' MIN 5' MIN

HANDLE TERMINUS

CABLE

TERMINUS

5'-6"

CABLE

TERMINUS

4.7'

(N) V4 TESLA

SUPERCHARGER POST

(N) CIP PAD FLUSH

WITH (E) PAVEMENT

NATIVE SOIL

6" MIN. COMPACTED CLASS

2 AGGREGATE BASE

#4 REBAR (TOP&BOTTOM)

18" O.C. @ HORIZONTAL

12" O.C. @ VERTICAL

EXISTING LANDSCAPE

FRONT VIEW

SIDE VIEW

2'

.5

1.

5'

6.

4'

1'-1"

.3 '.3'

(10) #4 REBAR @ 10"

O.C.

(TOP&BOTTOM)

(4) #5 REBAR

(TOP&BOTTOM)

18" O.C. @ HORIZONTAL

12" O.C. @ VERTICAL

.2

2'

4.7'

V4 TESLA

SUPERCHARGER POST

WEIGHT: 198 LBS

TESLA SUPERCHARGER HANDLE

(MAX. 48" HEIGHT FOR

ACCESSIBLE CHARGE POSTS)

(4) 1/2" DIA SS HILTI KWIK-BOLT

TZ2 WITH 3.75" MIN. EMBEDMENT

PER ESR-4266, OR (4) 1/2" DIA SS

THREADED ROD WITH HILTI HIT-HY

200 V3 ADHESIVE ANCHOR SYSTEM

WITH 4" EMBEDMENT PER ESR-4868,

OR APPROVED EQUAL.

(10) #4 REBAR @ 10" O.C.

(TOP&BOTTOM)

(E) GRADE @ ACCESSIBLE

EV CHARGE POSTS

REBOUNDING

BOLLARD

(4) #5 REBAR @

TOP & BOTTOM

NATIVE SOIL 6" MIN. COMPACTED CLASS

2 AGGREGATE BASE

CABLE TERMINUS

2.2'

1.

5'

6' MIN

4'

.3

.3'

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

EE

T

TI

TL

E:

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 POWER CABINET DETAILN.T.S.

SCALE CTRANSFORMER DETAIL N.T.S.

SCALE D EV CHARGER DETAIL N.T.S.

SCALE E

C

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-2

NOTE:

1. Charger slab foundation shall be of concrete slab with the dimensions of 4.7' length x 2' 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.

3.9'

5'

20'

5'

9'

9'

9'

18'

5'13.1'

26.5'

23.4'

NO

PA

RK

IN

G

5'

C3.0

EV2.0

H

C3.0 E

EV2.0

F

EV2.0

G

C3.0 E

23'WIDE 2 WAY

DRIVE AISLE

US

E

LA

ST

C3.0

AC3.0

C

C3.0 B

3.

5'

3.8'

5' EXISTING CONCRETE

SIDEWALK (TYP)

EXISTING FIRE

HYDRANT

EXISTING LIGHT

POLE (TYP)

EXISTING LIGHT POLE (TYP)

STORM INLET

PROPOSEDADA PATH

PROPOSED ONE-WAY

DIRECTIONAL RAMP

VAN ACCESSIBLE

VAN ACCESSIBLE EV PARKING

SIGN WITH BOLLARDS

ELECTRIC VEHICLE

PARKING

EXISTING LIGHT POLE

TESLA V4 500 kW

SUPERCHARGER - 1A

FIRE LANE

NEW TRANSFORMER

NEW MAIN SWITCH BOARD

NEW CT CABINET

EXISTING UTILITTY CONDUIT LINE

EXISTING TRANSFORMER

FIBER OPTIC PEDESTAL

3'

4' -6

EMERGENCY

DISCONNECT SWITCH

(MOUNTED ON POLE)

8'

4'

2.6'

4'

4.

8'

TESLA V4 500 kW

SUPERCHARGER - 1B

STANDARD EV PARKING

SIGN WITH BOLLARDS

DOOR SWING

5' -6

5' 5.8'

PROTECTION BOLLARD

C3.0 D

C3.0 E

TESLA V4 500 kW

SUPERCHARGER - 1C&1D

(2

(1.40%)

(1.40%)

(0 .6

(0 .6

(1 .5

4%

(1.40%)

(1 .5

4%

(1.70%)

48"X30" GROUND SPACE

7'

6'

POWER CABINET

4.

7'

NEW POLE W/ CAMERA

ENCLOSURE

NVR & POE

NEW 1kVA TRANSFORMER WITH

NEMA 3R WEATHERPROOFING

ENCLOSURE

AC DISCONNECT

4'

4.

6'

3'

305 W SPRING CREEK PKWY,

SUITE 100 B PLANO, TX 75023

M

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BY

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DESIGNED BY:

CHECKED BY:

DRAWN BY:

AD

JP

VP

DOCUMENT DATE: AUG 21, 2026

NORDIC PROJECT ID/R: UNE-24-66/23

SHEET NUMBER

SH

EE

T

TI

TL

E:

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

E

S

W270

350 0 10

4O

170180190

EV1.0

EV

C

H

AR

G

ER

P

LA

N

Charger Model : Tesla V4 Supercharger

Charger Quantity : 4 (1 port per EV Charger)

Capacity of EV DCFC : 500kW (Limited Output: 150 kW)

Power Cabinet Unit : Tesla V4 Power Cabinet (625kVA)

Power Cabinet Unit Quantity : 1 (One unit for four EV DCFC chargers)

Connector Types : CS-615-A2 (NACS + CCS1), CS-615-E2 (CCS2) (Up to 0V - 1000V 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:

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:

- ADA Charging Station Signage

SIGNAGE AND MARKING LABELS :

DESIGNED FOR ACCESSIBILITY

USE LAST

- Truncated Dome

- EV parking

- EV Charging Station and Signage

00 5' 10'

Sheet size : 24" X 36" Scale 1" = 5'

CONDUIT ESTIMATE SCHEDULE

ITEM CONDUIT QUANTITY LENGTH

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

CT CABINET TO MAIN SWITCHBOARD 4" PVC 4 3'-5"

MAIN SWITCHBOARD TO POWER CABINET 4" PVC 3 14'-5"

POWER CABINET TO EV CHARGER -1A 4" PVC 1 79'-6"

POWER CABINET TO EV CHARGER -1B 4" PVC 1 61'-8"

POWER CABINET TO EV CHARGER -1C 4" PVC 1 51'-4"

POWER CABINET TO EV CHARGER -1D 4" PVC 1 41'-8"

Note: The quantities and dimensions are above…