Plans.pdf

GROUP

G R

O U

P

PROJECT NO.: DATE:

NOT FOR CONSTRUCTION

PROFESSIONAL REGISTRATIONS

LOCATION MAP

SHEET INDEX

IMAGE © < COPYRIGHT NOTICE >

2211 W. Bradley Avenue - Champaign, Illinois 61821 - Phone: (217) 352-7408 / info@f-w.com

Design Firm Registration #184001856

/1

/2

:0

:4

A

M

02500543.001

Urbana Public Works EV Charging Electrical Upgrades

City of Urbana

704 S Glover Avenue Urbana Illinois 61802

8/15/2025

C it y o f U rb a n a

BID/PERMIT SET

U rb a n a P u b lic W o rk s E

V C h a rg in g E le c tr ic a l U p g ra d e s

B

ID

/P E

R M

IT

S

E T

C1.1 EV CHARGING STATION SITE PLAN

C2.1 GENERAL NOTES AND LEGENDS

C3.1 DETAILS

C3.2 DETAILS

C3.3 DETAILS

E0.1 GENERAL INFORMATION

E0.2 GENERAL INFORMATION

E0.3 SPECIFICATIONS

E0.4 SPECIFICATIONS

E0.5 SPECIFICATIONS

ED1.1 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

E2.1 FIRST FLOOR POWER PLAN

E4.1 ONE-LINE DIAGRAM

E6.1 DETAILS

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

TIM SUTYAK

11/30/2025

ELECTRICAL

SUPERVISION. I AM A DULY LICENSED PLUMBER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

SITE LOCATION

PAGES OR DIVISIONS COVERED:

LICENSE RENEWAL DATE:

DATE:

NAME:

SIGNATURE:

THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL

DENNIS CUMMINS

CIVIL

SUPERVISION. I AM A DULY LICENSED PLUMBER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

08/15/2025 11/30/2025

08/12/2025

8'' ST 8'' ST 8'' ST 8'' ST

T

8'' S

T 8''

S T

8'' S

T 8''

S T

FFE = 734.32

3.8

4.3

4.2

3.9

3.8

4.0

4.5

4.4

3.8

4.0

3.6

4.1

3.7

3.9

3.5

4.0

4.9

4.6

4.6

4.1

733.76

734.17

4.2

4.3

3.8

733.99

4.3

4.3

734.35

E E

E

E E

E E E E E E E

E

E

E

E

E

E E E E E E E E E E E E E E E E E E E E E E E E E

E

3.8

8" S

T

.6

0%

8" ST @ 0.60%

END SIDEWALK HERE

THIS CONTRACT

END CURB HERE

THIS CONTRACT

ADJUST WITH NEW

TYPE 3 FRAME &

GRATE - BY OTHERS

B6.18 CURB AND GUTTER

INLET TYPE A W/TY 3 FRAME & GRATE

RIM (E/P) = 733.52

8" PVC INV (E)= 731.21

8" PVC INV (S)= 731.21

INLET TYPE A W/TY 3 FRAME & GRATE

RIM (E/P) = 733.62

8" PVC INV (W)= 731.32

P.C.C. SIDEWALK, 6"

RIVER ROCK

LANDSCAPING

END CURB HERE

THIS CONTRACT

NEW ELECTRIC SERVICE

FROM UTILITY POLE

NEW ELECTRIC SECONDARY

TO BUILDING

STUB FUTURE ELECTRIC

SERVICE TO NEW UPW ADDITION

REGRADE GRAVEL LOT TO

MANINTAIN STORM INLETS

AS LOW POINTS

8" PVC INV (N)= 731.10

ADJUST

9'

TYP

.3

4'

.5

5.

5'

5.63'

14.74'

9'

R=2.5'

R=2'

8.66'

FIELD VERIFY EXACT LOCATIONS OF VEHICLE

CHARGERS WITH ELECTRICAL ENGINEER AND

OWNER PRIOR TO INSTALLING EQUIPMENT.

1 SCALE:

EV CHARGING STATION SITE PLAN

1"=5' NORTH

U.S. SURVEY FEET

3 5 10

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

EV CHARGING

STATION SITE PLAN

C1.1

DSC

GAB

DSC

PROJECT:

DATE:

PROJECT NO.:

City Of Urbana

Urbana Public Works Ev Charging Electrical Upgrades

704 S.Glover Avenue Urbana Illinois 61802

08/15/2025

02500543.001

DESCRIPTION:DATE:#

ISSUE:

BID/PERMIT SET

08/15/2025

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

2211 WEST BRADLEY AVENUE

CHAMPAIGN, ILLINOIS 61821

(217) 352-7408 / info@f-w.com http://www.f-w.com

CONSTRUCTION FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THESE PLANS, THE SPECIAL PROVISIONS

ACCOMPANYING THESE PLANS, AND THE FOLLOWING SPECIFICATIONS:

A. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", CURRENT EDITION, BY THE ILLINOIS

DEPARTMENT OF TRANSPORTATION.

B. "SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", CURRENT EDITION, BY THE

ILLINOIS DEPARTMENT OF TRANSPORTATION.

C. "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", CURRENT EDITION

D. "IDOT DRAINAGE MANUAL"

E. CITY OF URBANA STANDARDS.

THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES OR SEQUENCES OF CONSTRUCTION, NOR SAFETY ON THE JOB SITE, NOR SHALL THE ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. NEITHER THE PROFESSIONAL ACTIVITIES OF THE ENGINEER NOR THE PRESENCE OF THE ENGINEER AT A CONSTRUCTION SITE SHALL RELIEVE THE CONTRACTOR OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES, INCLUDING ANY HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY

AGENCIES.

IN ADDITION, THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" SHALL BE MODIFIED AS

FOLLOWS:

UNDER SECTION 105.01, ADD THE FOLLOWING SENTENCE:

NOTHING CONTAINED HEREIN SHALL RELIEVE THE CONTRACTOR OF ITS DUTY TO OBSERVE AND COMPLY WITH ALL APPLICABLE LAWS, NOR SHALL THE ENGINEER BE RESPONSIBLE FOR CONTRACTOR'S COMPLIANCE OR

NON-COMPLIANCE WITH SUCH LAWS.

UNDER SECTION 107.01, ADD THE FOLLOWING SENTENCE:

THE ENGINEER SHALL NOT BE RESPONSIBLE FOR CONTRACTOR'S DUTY TO OBSERVE AND COMPLY WITH THE

PROVISIONS OF THIS SECTION, OR FOR CONTRACTOR'S FAILURE TO DO SO.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER (PH. 217-352-7408) AND THE OWNER (PH. 217-384-2342) AT LEAST

72 HOURS IN ADVANCE OF THE START OR RESTART OF CONSTRUCTION.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING FIELD CONDITIONS PRIOR TO BIDDING ON

THE CONTRACT.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION

AND ORDERING MATERIALS.

THE CONTRACTOR SHALL DISPOSE OF ALL REMOVAL ITEMS OFF OF THE RIGHT-OF-WAY.

ELECTRONIC FILES AND/OR ELECTRONIC SURVEY INFORMATION INCLUDING CADD FILES WILL BE AVAILABLE TO

THE CONTRACTOR.

ANY REFERENCE STANDARDS THROUGHOUT THE PLANS SHALL BE INTERPRETED TO BE THE LATEST STANDARDS

OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION.

HORIZONTAL COORDINATES ARE BASED ON THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 83 (2011).

ALL ELEVATIONS SHOWN ON THE PLANS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL BE REQUIRED AS REQUESTED BY THE ENGINEER TO REMOVE

ALL ROAD SIGNS WHICH INTERFERE WITH CONSTRUCTION OPERATIONS.

THE CONTRACTOR SHALL SUBMIT A PROGRESS SCHEDULE WITHIN 10 DAYS OF CONTRACT AWARD NOTIFICATION.

THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL PROPERTY MARKERS AND/OR MONUMENT UNTIL THE OWNER, AUTHORIZED SURVEYOR, OR AGENT HAS WITNESSED, OR REFERENCED THEIR LOCATION.

THE CONTRACTOR WILL BE RESPONSIBLE FOR HAVING AN AUTHORIZED SURVEYOR RE-ESTABLISH ANY SECTION

OR SUBSECTION MONUMENT DESTROYED BY HIS OPERATIONS.

EXISTING UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE THE LOCATING OF THESE UTILITIES PRIOR TO COMMENCING ANY EXCAVATION OR BORING IN THEIR VICINITY. SHOULD THESE UTILITIES BE DAMAGED BY THE CONTRACTOR'S OPERATIONS, THE CONTRACTOR SHALL REPAIR THEM TO THE

SATISFACTION OF, AND AT NO COST TO, THE OWNER.

THE CONTRACTOR SHALL COORDINATE ACTIVITIES WITH ALL UTILITIES WITHIN THE PROJECT LIMITS. THE LOCATIONS OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE BASED ON CAREFUL FIELD INVESTIGATION AND THE BEST INFORMATION AVAILABLE, BUT ARE NOT GUARANTEED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THEIR EXACT LOCATIONS FROM THE UTILITY COMPANIES AND BY FIELD INSPECTION AT NO ADDITIONAL COST. THE CONTRACTOR IS REQUIRED TO CONTACT J.U.L.I.E. AT, 1-800-892-0123 OR 811, PRIOR TO PROCEEDING WITH ANY EXCAVATION AND WORK ON THE PROJECT. THIS WORK WILL NOT BE

PAID FOR SEPARATELY AND SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT.

DURING CONSTRUCTION THE CONTRACTOR MAY ENCOUNTER VARIOUS TYPES OF UNDERGROUND UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS OR ARE FOUND TO DIFFER FROM THE PLANS. THE CONTRACTOR SHALL COOPERATE WITH THE ENGINEER AND THE OWNER OF THE UTILITY WHILE THE UTILITY COMPANY ADJUST THEIR FACILITIES IF NECESSARY. IF IT IS DETERMINED THAT THE UTILITY HAS BEEN ABANDONED, THE CONTRACTOR SHALL BE DIRECTED TO REMOVE THE UTILITY LINES THAT CONFLICT WITH HIS WORK AND CAP OR PLUG THE LINES AS DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY AND SHALL

BE CONSIDERED AS INCLUDED IN THE CONTRACT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF THE SITE PRIOR TO FINAL ACCEPTANCE WITH ARTICLE 104.06 OF THE STANDARD SPECIFICATIONS. THIS WORK SHALL ALSO INCLUDE CLEANING ALL DRAINAGE FACILITIES OF FOREIGN MATERIALS IN ACCORDANCE WITH ARTICLE 602.15 OF THE STANDARD SPECIFICATIONS.

THIS WORK SHALL BE DONE AS DIRECTED BY THE ENGINEER AND NO ADDITIONAL COMPENSATION WILL BE

ALLOWED.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DRAINAGE THROUGHOUT CONSTRUCTION OF THIS

PROJECT AT NO ADDITIONAL COST.

CONTRACTOR SHALL CAREFULLY PROTECT ANY TREES OR SHRUBS NOT INCLUDED IN THE CONTRACT FOR REMOVAL. SNOW FENCE SHALL BE ERECTED TWO FEET FROM TREES AND SHRUBS TO REMAIN, THAT ARE IMMEDIATELY ADJACENT TO THE WORK, FOR PROTECTION DURING CLEARING AND CONSTRUCTION OPERATIONS.

COST OF THIS WORK SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT AND NO ADDITIONAL

COMPENSATION WILL BE ALLOWED.

CONTRACTOR SHALL STRIP TOPSOIL WITHIN THE PROPOSED IMPROVEMENTS AND STOCKPILE AT A LOCATION

DESIGNATED BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER FOR LOCATION.

SHRUBS, BUSHES, AND STUMPS THAT INTERFERE WITH THE CONSTRUCTION OPERATIONS SHALL BE REMOVED AS SHOWN IN THE PLANS AND AS DIRECTED BY THE ENGINEER. COST OF REMOVAL OF SHRUBS, BUSHES, OR STUMPS SHALL BE INCLUDED IN THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

GRADING SHALL BE DONE BY HAND AROUND LIGHT POLES, UTILITY POLES, SIGN POSTS, SHRUBS, TREES AND OTHER NATURAL OR MAN-MADE WHERE SHALLOW FILLS OR CUTS ARE ADJACENT TO THESE ITEMS. IT IS THE INTENT THAT ITEMS THAT DO NOT NEED TO BE DISTURBED BY THE CONSTRUCTION SHALL BE PRESERVED. THE DECISION AS TO ITEMS TO REMAIN IN PLACE SHALL BE AS DIRECTED BY THE ENGINEER. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCLUDED IN THE CONTRACT UNIT PRICE FOR THE VARIOUS

PAY ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

GENERAL NOTES

1. THE EXISTING TOPOGRAPHIC INFORMATION INDICATED FOR THIS PROJECT IS

BASED ON A TOPOGRAPHIC SURVEY PREPARED BY FARNSWORTH GROUP,

INC. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE TOPOGRAPHIC

INFORMATION INDICATED ON THE DRAWINGS AND SHALL DETERMINE THE

EXACT LOCATION AND ELEVATION OF ALL EXISTING TOPOGRAPHIC

INFORMATION ABOVE OR BELOW GROUND, SHOWN OR NOT SHOWN, PRIOR

TO CONSTRUCTION. DISCREPANCIES IN EXISTING TOPOGRAPHIC DATA SHALL

BE REPORTED TO THE ENGINEER IMMEDIATELY FOR REVIEW.

2. CONTRACTOR SHALL NOTIFY AND COORDINATE UTILITY ABANDONMENTS

AND RELOCATIONS WITH APPROPRIATE UTILITY COMPANY AFFECTED AS MAY

BE NECESSARY. SEE COVER SHEET FOR CONTACT LISTINGS OF LOCAL

UTILITIES.

3. CONTRACTORS SHALL CONTACT J.U.L.I.E. AT 1-800-892-0123, LOCAL UTILITY

COMPANIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION

FOR FIELD LOCATION OF BURIED UTILITIES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY

PROVIDERS AND HAVING ALL UNDERGROUND UTILITIES PROPERLY LOCATED

PRIOR TO ANY DEMOLITION.

5. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND

SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. UNKNOWN UTILITIES MAY

BE DISCOVERED AND SHOULD BE REPORTED TO THE ENGINEER.

6. CONTRACTOR SHALL REMOVE ALL EXISTING UTILITIES AND DRAIN TILES

INDICATED WITHIN THE PROPOSED BUILDING FOOTPRINTS, AND BACKFILL

WITH APPROVED GRANULAR MATERIAL.

7. CONTRACTOR SHALL COMPLY WITH ALL UTILITY PROVIDER REQUIREMENTS

WHEN DISCONNECTING EXISTING UTILITY SERVICE FROM BUILDINGS TO BE

REMOVED.

8. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT

DAMAGE TO OTHER AREAS ADJACENT TO NEW CONSTRUCTION OR AREAS

WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED.

9. TEMPORARY BARRICADES PERTAINING TO THE CONTRACTOR'S ACTIVITIES

SHALL BE INSTALLED TO PREVENT POSSIBLE INJURY TO PEDESTRIANS IN

AND AROUND CONSTRUCTION AREAS IN ACCORDANCE WITH OSHA

REQUIREMENTS.

10. PRIOR TO ANY DEMOLITION TAKING PLACE, PERIMETER EROSION CONTROL

MEASURES MUST BE IN PLACE.

11. NO BURNING OR BURYING OF ANY DEMOLITION MATERIAL IS PERMITTED ON

SITE.

12. ALL EXISTING STRUCTURES LOCATED ON-SITE TO BE DEMOLISHED SHALL BE

REMOVED IN ACCORDANCE WITH CURRENT EPA GUIDELINES. ALL VOIDS DUE

TO UNDERGROUND STRUCTURES DEMOLITION SHALL BE BACKFILLED WITH

GRANULAR MATERIAL AND COMPACTED.

13. UNDERGROUND STORAGE TANKS SHALL BE REMOVED BY LICENSED

CONTRACTORS IN COMPLIANCE WITH ALL UST REGULATIONS. IF PETROLEUM

IS FOUND NOTICE TO IEPA SHALL BE CONDUCTED. ANY REMEDIATION

EFFORTS SHALL BE HANDLED UNDER A SEPARATE NEGOTIATED CONTACT.

1. ALL PAVEMENT DIMENSIONS ARE MEASURED TO EDGE OF PAVEMENT.

2. HORIZONTAL TRANSITION TO EXISTING CURBS WITHIN 3.5' AS SHOWN ON THE

PLANS.

3. BUILDING DIMENSIONS AND UTILITY CONNECTION LOCATIONS SHALL BE

VERIFIED BY THE CONTRACTOR WITH THE ARCHITECT'S PLANS PRIOR TO

STARTING ANY SITEWORK.

4. ALL PAVEMENT STRIPING SHALL BE 4" YELLOW PAINT PAVEMENT MARKING

LINE.

5. SPECIFICATIONS ADOPTED BY REFERENCE IN THESE PLANS REFER TO THE

LATEST PUBLISHED REVISION THEREOF.

6. ALL PUBLIC/PRIVATE WALKWAYS SHALL NOT EXCEED 2% CROSS SLOPE. ANY

WALK CONSTRUCTED WITH A CROSS SLOPE GREATER THAN 2% SHALL BE

REMOVED AND REPLACED AT CONTRACTORS EXPENSE.

7. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS,

PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION, NOR

SAFETY ON THE JOB SITE, NOR SHALL THE ENGINEER BE RESPONSIBLE FOR

THE CONTRACTOR'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS. NEITHER THE PROFESSIONAL ACTIVITIES

OF THE ENGINEER NOR THE PRESENCE OF THE ENGINEER AT A

CONSTRUCTION SITE SHALL RELIEVE THE CONTRACTOR OF THEIR

OBLIGATIONS, DUTIES, AND RESPONSIBILITIES INCLUDING ANY HEALTH AND

SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES.

DEMOLITION NOTES

STANDARD LAYOUT NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES AND

HAVING ALL UNDERGROUND UTILITIES PROPERLY LOCATED. CALL THE TOLL-FREE

J.U.L.I.E. TELEPHONE NUMBER, 1-800-892-0123, BEFORE STARTING LOCATED PRIOR TO

ANY CONSTRUCTION. EXCAVATION. ALLOW 48 HOURS FOR OTHER THAN EMERGENCY

ASSISTANCE.

2. ALL FILL AREAS SHALL BE STRIPPED OF ALL TOPSOIL PRIOR TO PLACING

EMBANKMENT MATERIAL. LAWN AREAS THAT HAVE RECEIVED EMBANKMENT

MATERIAL SHALL RECEIVE AT LEAST 6" OF TOPSOIL AS THE FINAL COURSE OF FILL IN

PREPARATION FOR SEEDING OPERATIONS. ALL LAWN AREAS DISTURBED DURING

CONSTRUCTION SHALL BE REPAIRED AND RESTORED TO THE SATISFACTION OF THE

OWNER.

3. EMBANKMENT MATERIAL SHALL BE PLACED IN NO MORE THAN 8" LIFTS AND SHALL BE

COMPACTED TO 95% OF STANDARD PROCTOR DENSITY.

4. TEMPORARY SILTATION PROTECTION SHALL BE CONSTRUCTED AS SILT FILTER

BASKETS IN ALL EXISTING AND PROPOSED INLETS AND MANHOLES AND SILT FILTER

FENCE WHERE INDICATED ON THE PLANS TO PROTECT FROM SILTATION ONTO

ADJACENT PROPERTY AND ROADWAYS.

5. PERMANENT STABILIZATION SHALL INCLUDE THE SEEDING OR SODDING OF LAWN

AREAS DISTURBED AND PAVED SURFACE COURSE FOR ROADWAYS AND PARKING.

ALL PERMANENT SEEDING SHALL TAKE PLACE IMMEDIATELY FOLLOWING FINAL

GRADING OPERATIONS IN ANY COMPLETED AREA WITHIN THE CONSTRUCTION LIMITS.

SEED MIX SHALL BE 100% TURF TYPE TALL FESCUE WITH AT LEAST 3 VARIETIES,

APPROVED BY THE ENGINEER PRIOR TO SEEDING. SEED SHALL BE SOWN AT A RATE

OF 200 POUNDS PER ACRE.

6. ALL SEEDED AREAS SHALL BE MULCHED USING MULCH METHOD 2 OR 3

7. NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ON SITE. ALL TRASH AND

CONSTRUCTION DEBRIS WILL BE HAULED TO THE LOCAL MUNICIPAL DUMP AND

DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL SOLID WASTE MANAGEMENT

REGULATIONS.

8. THE CONTRACTOR SHALL PROVIDE SOLID WASTE COLLECTION DURING

CONSTRUCTION TO MINIMIZE POLLUTION.

9. ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER

SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. THE

CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING THESE PROCEDURES DURING

CONSTRUCTION.

10. THE CONTRACTOR SHALL PROVIDE A STABILIZED CONSTRUCTION ENTRANCE IN

ACCORDANCE WITH THE DETAIL INCLUDED WITH THESE PLANS AT LOCATIONS

INDICATED ON THE PLANS TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. ANY

EXCESS MUD, DIRT OR ROCK TRACKED ONTO EXISTING STREETS WILL BE CHECKED

FOR DAILY AND REMOVED AS NECESSARY.

11. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IN

ACCORDANCE WITH THE REQUIREMENTS OF THE ILLINOIS EPA AND THE PROJECT

STORM WATER POLLUTION PLAN.

12. TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED ON THE FIRST DAY

OF CONSTRUCTION ACTIVITIES. ALL BARE SOIL SURFACES NOT IN MAJOR

CONSTRUCTION AREAS SHALL BE TEMPORARILY SEEDED WITHIN 7 DAYS, WEATHER

AND SOIL CONDITIONS PERMITTING. THE CONTRACTOR SHALL INSPECT THE EROSION

CONTROL SYSTEM WEEKLY, AND AFTER RAINFALL EVENTS. DEFICIENCIES SHALL BE

NOTED AND CORRECTED IMMEDIATELY.

13. PERMANENT GROUND COVER SHALL BE IN ACCORDANCE WITH THE IDOT STANDARD

SPECIFICATIONS.

14. THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL SYSTEM IN ACCORDANCE

WITH THE REQUIREMENTS OF THE NPDES GENERAL PERMIT FOR STORM WATER

DISCHARGES FROM CONSTRUCTION ACTIVITIES AND THE STORM WATER POLLUTION

PREVENTION PLAN PREPARED FOR THIS PROJECT AND AVAILABLE FROM OWNER.

15. ADDITIONAL EROSION CONTROL REQUIREMENTS ARE INDICATED IN THE STORM

WATER POLLUTION PREVENTION PLAN PREPARED FOR THIS PROJECT.

16. AREAS HAVING SLOPES GREATER THAN 25% SHALL BE STABILIZED IN ACCORDANCE

WITH ONE OF THE FOLLOWING TWO METHODS:

A. SODDING

B. EROSION CONTROL BLANKET.

17. ALL FIELD TILE SHALL BE REMOVED UNDER PROPOSED BUILDING AREAS. CAP ENDS

OF TILES TO REMAIN IN SERVICE. MAINTAIN IN SERVICE LINES THAT DO NOT IMPACT

THE CONSTRUCTION AREA.

18. UNLESS NOTED OTHERWISE, ALL STORM SEWER SHALL BE:

1.1. POLYVINYL CHLORIDE (PVC) PIPE

A. PIPE & FITTING MATERIAL - POLYVINYL CHLORIDE (PVC) PIPE: ASTM D3034

(SDR-35) NSF 14.

B. GASKETS - FLEXIBLE ELASTOMERIC, ASTM F477

C. FITTINGS - PVC SDR 26, ASTM D3034

D. JOINTS - ASTM D3212

E. BEDDING - CLASS II, ASTM 2321

1.2 REINFORCED CONCRETE PIPE (RCP)

A. PIPE MATERIAL - REINFORCED CONCRETE PIPE

B. GASKETS - FLEXIBLE RUBBER OR PREFORMED FLEXIBLE JOINT SEALANT.

C. BEDDING - IDOT GRADATION CA-6 OR CA-7.

20. CULVERTS SHALL BE REINFORCED CONCRETE CULVERT, STORM DRAIN AND SEWER

PIPE.

21. ALL CLEAN-OUTS (SANITARY AND STORM), THAT ARE BUILT IN CONCRETE PAVEMENT

AREAS, SHALL BE NEENAH R-1976.

22. TEMPORARY SECURITY FENCE SHALL CONSIST OF 6 FT. CHAIN LINK PANELS WITH

SELF SUPPORTING BASE. PANELS SHALL BE SECURED TO ADJOINING PANELS. SHOP

DRAWINGS REQUIRED. THE CONTRACTOR SHALL DEPLOY AS NEEDED TO MAINTAIN

SITE SECURITY.

GRADING & EROSION CONTROL NOTES

OE

OT

T

ASPHALT PAVEMENT REMOVAL

CONCRETE REMOVAL

CURB REMOVAL

GAS SERVICE REMOVAL

TELEPHONE LINE REMOVAL

BUSH REMOVAL

SIDEWALK REMOVAL

DECIDUOUS TREE

REMOVAL

NON-DECIDUOUS

TREE REMOVAL

GRAVEL PAVEMENT REMOVAL

ST STORM SEWER REVOMAL

ASPHALT PAVEMENT 1-1/2"

MILL FOR NEW PAVEMENT

PAVEMENT SAWCUT LINE

ST

SA

W

WATER METER PIT W/ METER

WATER SERVICE

SANITARY SERVICE

STORM SEWER

GAS SERVICE

ELECTRIC CONDUITS

END SECTION

STORM INLET

CURB INLET

STORM MANHOLE

SANITARY MANHOLE

SEWER CLEAN OUTCONCRETE MONOLITHIC

CURB & GUTTER

COMBINED CONCRETE CURB

& GUTTER TYPE M (MODIFIED)

DEPRESSED CURB

GROUND CONTOUR

SILT FENCE

G

E

ACCESSIBLE PATH

DETECTABLE WARNING STRIP

FINISHED TOP OF WALK ELEV.

FINISHED PAVEMENT ELEV.

DRAINAGE DIRECTION

INLET PROTECTION

BOLLARD

EROSION CONTROL WATTLE

SF

IP

SEEDING AND MULCHINGS

EC

EXISTING LEGEND

DEMOLITION LEGEND

ORANGE CONSTRUCTION FENCING

OVERHEAD TELEPHONE LINE REMOVAL

ELECTRIC LINE REMOVAL

OVERHEAD ELECTRIC LINE REMOVAL

PROPOSED LEGEND

205.48'

SITE LIGHTING

NOTE: NOT ALL ITEMS ARE DEPICTED ON THESE PLANS

NOTE: NOT ALL ITEMS ARE DEPICTED ON THESE PLANS

NOTE: NOT ALL ITEMS ARE DEPICTED ON THESE PLANS

HMA SURFACE COURSE, 3"

AGG. BASE COURSE, 8"

PCC PAVEMENT, 6"

AGG. BASE COURSE, 4"

BENCHMARKS

BM 241: NAIL IN SOUTH FACE OF POWER POLE AT THE NORTHWEST CORNER OF NEW

BLDG ON NORTH END OF SITE

ELEV: 733.65

BM 242: CUT SQUARE ON NORTHEAST CORNER OF CONCRETE LIGHT BASE ON NORTH

SIDE OF NORTH ENTRANCE TO SITE.

ELEV: 735.96

BM 243: CUT SQUARE ON SOUTHEAST CORNER OF CONCRETE LIGHT BASE.

ELEV: 735.24

BM 250: CUT + ON NORTHWEST CORNER CONCRETE LIGHT BASE, SOUTH SIDE SITE, 18'

EAST OF GATE TO REAR YARD.

ELEV: 736.59

BM 251: EXISTING CUT SQUARE ON NORTHEAST CONER OF CONCRETE LIGHT BASE ON

SOUTH SIDE OF THE SOUTH ENTRANCE TO SITE, EAST SIDE GLOVER

ELEV: 738.36

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

GENERAL NOTES

AND LEGENDS

C2.1

DSC

GAB

DSC

PROJECT:

DATE:

PROJECT NO.:

City Of Urbana

Urbana Public Works Ev Charging Electrical Upgrades

704 S.Glover Avenue Urbana Illinois 61802

08/15/2025

02500543.001

DESCRIPTION:DATE:#

ISSUE:

BID/PERMIT SET

08/15/2025

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

2211 WEST BRADLEY AVENUE

CHAMPAIGN, ILLINOIS 61821

SIDE ELEVATION

PLAN VIEW

TYPICAL FLAT/ RECTANGULAR/ ROLLED CURB

INLET FILTER

TYPICAL CURB BOX

INLET FILTER

TYPICAL ROUND

INLET FILTER

5 SCALE:

TEMPORARY DIVERSION DIKE

NOT TO SCALE3 SCALE:

IPP FLEXSTORM INLET FILTER DETAIL

NOT TO SCALE

6 SCALE:

STABILIZED CONSTRUCTION

ENTRANCE

NOT TO SCALE4 SCALE:

CONCRETE WASHOUT AREA DETAIL

NOT TO SCALE

1 SCALE:

TEMPORARY EROSION CONTROL SYSTEMS STANDARD 280001-07 (1 of 2)

NOT TO SCALE

2 SCALE:

TEMPORARY EROSION CONTROL SYSTEMS STANDARD 280001-07 (2 of 2)

NOT TO SCALE

REVIEWED:

DESIGNED:

DRAWN:

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DETAILS

C3.1

DSC

GAB

DSC

PROJECT:

DATE:

PROJECT NO.:

City Of Urbana

Urbana Public Works Ev Charging Electrical Upgrades

704 S.Glover Avenue Urbana Illinois 61802

08/15/2025

02500543.001

DESCRIPTION:DATE:#

ISSUE:

BID/PERMIT SET

08/15/2025

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

2211 WEST BRADLEY AVENUE

CHAMPAIGN, ILLINOIS 61821

1 SCALE:

CONCRETE PAVEMENT DETAIL

NOT TO SCALE

6" PORTLAND CEMENT

CONCRETE PAVEMENT

4" AGGREGATE BASE, TYPE

B

COMPACTED SUB GRADE

SCALE:

CONCRETE WALK WITH FLUSH EDGE DETAIL

Not To Scale

PREPARED EARTH SUBGRADE

(STOP REINF. AT JOINTS)

1-#5 TOP AND BOTTOM

#4 AT 48"C VERT.

PAVEMENT

VARIES - REFER TO PLAN

CONCRETE WALK

SCALE:

CONCRETE WALK (TYPE SPECIAL)

Not To Scale

PREPARED EARTH SUBGRADE

(STOP REINF. AT JOINTS)

1-#5 TOP AND BOTTOM

#4 AT 48"C VERT.

VARIES - REFER TO PLAN

CONCRETE WALK

PAVEMENT

(NEENAH R-7506 OR EQUIV

METAL CLEANOUT BOX

CLEANOUT PLUG

CONCRETE RIM

CLEANOUT PLUG

FINISHED GRADE

FINISHED GRADE

CONCRETE CLEANOUT BOX

W/METAL FRAME AND COVER

(NEENAH R-1976 OR EQUIV)

SCALE:

CLEANOUT DETAIL

Not To Scale4

6 SCALE:

REVERSE CURB & GUTTER DETAIL

NOT TO SCALE

6"

COMPACTED SUBGRADE

6 X 6 - W1.4 X W1.4 WWM @ MIDPOINT

OF CONCRETE THICKNESS

P.C. CONCRETE SIDEWALK

SLOPE (2% MAX.)

FINISHED

FLOOR

1/ 2"

PEA GRAVEL BACKFILL

GEOTEXTILE FABRIC 45°0'0"

5'

SUB-BASE GRANULAR

MATERIAL, TYPE B

4"

LIGHT BROOM FINISH

1/2" EXPANSION JOINT WITH SEALANT AND BACKER ROD

3'

1'

1'

NOTE:

APPLY DETAIL AT LEAST 2' BEYOND

DOORWAY THRESHOLD ON BOTH SIDES.

BUILDING EXTERIOR

ANCHOR GEOTEXTILE FABRIC

ANCHOR GEOTEXTILE FABRIC

CONTROL JOINT

5 SCALE:

DOOR THRESHOLD

NOT TO SCALE7 SCALE:

SEWER PIPE BEDDING DETAIL

NOT TO SCALE

REVIEWED:

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DETAILS

C3.2

DSC

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DSC

PROJECT:

DATE:

PROJECT NO.:

City Of Urbana

Urbana Public Works Ev Charging Electrical Upgrades

704 S.Glover Avenue Urbana Illinois 61802

08/15/2025

02500543.001

DESCRIPTION:DATE:#

ISSUE:

BID/PERMIT SET

08/15/2025

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

2211 WEST BRADLEY AVENUE

CHAMPAIGN, ILLINOIS 61821

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

DETAILS

C3.3

DSC

GAB

DSC

PROJECT:

DATE:

PROJECT NO.:

City Of Urbana

Urbana Public Works Ev Charging Electrical Upgrades

704 S.Glover Avenue Urbana Illinois 61802

08/15/2025

02500543.001

DESCRIPTION:DATE:#

ISSUE:

BID/PERMIT SET

08/15/2025

GROUP

www.f-w.com Engineers | Architects | Surveyors | Scientists

2211 WEST BRADLEY AVENUE

CHAMPAIGN, ILLINOIS 61821

SPECIAL PURPOSE RECEPTACLE - FLUSH FLOOR MOUNTED

SPECIAL PURPOSE RECEPTACLE - CEILING MOUNTED

SPECIAL PURPOSE RECEPTACLE

CEILING FAN

QUADRUPLEX RECEPTACLE - FLUSH FLOOR MOUNTED

DUPLEX RECEPTACLE - FLUSH FLOOR MOUNTED

SINGLE RECEPTACLE

QUADRUPLEX RECEPTACLE

UTILITY KILOWATT-HOUR METER

DUPLEX RECEPTACLE - EMERGENCY POWER

DUPLEX RECEPTACLE - CEILING MOUNTED

DUPLEX RECEPTACLE - SPLIT WIRED

DUPLEX RECEPTACLE - ABOVE COUNTER

MAGNETIC STARTER

SAFETY SWITCH - FUSIBLE

SAFETY SWITCH - NON-FUSIBLE

EQUIPMENT - MOTOR CONNECTION

BRANCH CIRCUIT PANELBOARD - FLUSH MOUNTED

DISTRIBUTION PANELBOARD OR SWITCHBOARD

MOTOR CONTROL CENTER

BRANCH CIRCUIT PANELBOARD - SURFACE MOUNTED

CONTROL PANEL

TRANSFORMER

POWER

AUTOMATIC TRANSFER SWITCH

METER

CIRCUIT BREAKER

GROUND

ONE-LINE DIAGRAM

GENERATOR

DELTA-WYE TRANSFORMER

SWITCH

SERVICE DROP

HAND DRYER

CONDUIT - CAPPED

CABLE TRAY

SEALING FITTING

EXPANSION FITTING

CONDUIT FITTING (CONDULET)

JUNCTION BOX

CONDUIT - FLEXIBLE

CONDUIT - CONTINUED

CONDUIT - CONCEALED BELOW

SLAB OR GRADE

CONDUIT - UP AND DOWN

(CHANGE IN ELEVATION)

CONDUIT - TURNING UP

CONDUIT - EXPOSED

CONDUIT - CONCEALED IN

SUSPENDED CEILING OR WALL

CONDUIT - TURNING DOWN

REVISION CALL-OUT

ROOM NUMBER

FEEDER CALL-OUT

KEYNOTE

MECHANICAL EQUIPMENT CALL-OUT: REFER TO

THE EQUIPMENT DATA SCHEDULE FOR DETAILS

GENERAL

JUNCTION BOX - EMERGENCY POWER

FOOD SERVICE EQUIPMENT DESIGNATION

WIRING AND CONDUITS

NEW EQUIPMENT (TYPICAL)

EXISTING EQUIPMENT (TYPICAL)

DEMOLITION EQUIPMENT (TYPICAL)

WALL MOUNT BRACKET (TYPICAL)

T-1

45 KVA 3Ø

480VAC

208Y/120VAC

# AF

# AT

# A

# A

G

ST

SPD

VFD

GROUND FAULT

PROTECTED BREAKER

SHUNT TRIP BREAKER

CONTACTOR

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

DRAWOUT CIRCUIT BREAKER# AF

# AT

FUSE

PANELBOARD

SURGE PROTECTION DEVICE

THERMAL OVERLOAD

VARIABLE FREQUENCY DRIVE

K KIRK KEY INTERLOCK

DPM DIGITAL POWER METER

QUADRUPLEX RECEPTACLE - ABOVE COUNTER

PP POWER POLE

Room name

101A

PLUMBING EQUIPMENT CALL-OUT: REFER TO

THE EQUIPMENT DATA SCHEDULE FOR DETAILS

J

J

M

G

# A

# POLES

PANEL

M

F

VFD

T

POLE MOUNTED TRANSFORMERT

J

H

DUPLEX RECEPTACLE (NEMA 5-20R)

C CONTROLLED

D DEDICATED

GFI GROUND FAULT CIRCUIT INTERRUPTER

HG HOSPITAL GRADE

IG ISOLATED GROUND TYPE

SS SURGE SUPPRESSOR

TR TAMPER RESISTANT

USB STANDARD DUPLEX WITH USB PORTS

WP WEATHERPROOF

XP EXPLOSION PROOF

FLOOR BOX - SEE SPECS OR KEYED NOTES ON

PLAN FOR DETAILS

COMBINATION STARTER

VFD VARIABLE FREQUENCY DRIVE

GROUND BAR

100A4G

# KVA/KW

480Y/277V, 3Ø, 4W

49 ELECTRONIC OVERLOAD

AHU

GWH1

ENCLOSED CIRCUIT BREAKERC

GENERATOR ANNUNCIATOR PANELGAP

J DEAD FRONT GFI WIRING DEVICE

GFI

B EMERGENCY POWER OFF PUSH BUTTON

AUTOMATIC TRANSFER SWITCHATS

SWITCH

TT MANUAL MOTOR SWITCH WITH THERMAL TRIP

GFI GFI FEED-THRU DEVICE

VARIABLE FREQUENCY DRIVEVFD

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# DATE: DESCRIPTION:

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/1

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A

M E0.1

GENERAL

INFORMATION

DGM

WRK

02500543.001

Urbana Public Works EV Charging Electrical Upgrades

City of Urbana

704 S Glover Avenue Urbana Illinois 61802

8/15/2025

08/15/2025

BID/PERMIT SET

TJS

BID/PERMIT SET

SYMBOLS LEGEND

NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS

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ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

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GENERAL

INFORMATION

DGM

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02500543.001

Urbana Public Works EV Charging Electrical Upgrades

City of Urbana

704 S Glover Avenue Urbana Illinois 61802

8/15/2025

08/15/2025

BID/PERMIT SET

TJS

BID/PERMIT SET

a. EXCEPTION: ALL RECESSED LUMINAIRES IN HARD CEILINGS SHALL HAVE FEED-THRU JUNCTION

BOXES.

6. MAXIMUM SIX FOOT FLEXIBLE LUMINAIRE WHIP SHALL BE USED FOR FINAL CONNECTIONS TO LIGHT FIXTURES INSTALLED IN LAY-IN CEILINGS. MAXIMUM FOUR LUMINAIRE WHIPS SHALL BE CONNECTED FROM ONE JUNCTION BOX. FEED THRU BETWEEN LUMINAIRES SHALL NOT BE ALLOWED.

5. NO SHARING OF NEUTRALS ALLOWED. CIRCUIT SHALL HAVE DEDICATED NEUTRAL CONDUCTORS.

ONE CIRCUIT, ONE NEUTRAL.

4. DERATING OF CONDUCTOR AMPACITY SHALL BE APPLIED PER NEC.

3. EACH RACEWAY SHALL CONTAIN AN INSULATED EQUIPMENT GROUNDING CONDUCTOR PER NEC.

2. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. #10 AWG SHALL BE USED FOR HOME RUNS OF 20 AMP

BRANCH CIRCUITS OVER 100 FEET IN LENGTH.

1. MINIMUM CONDUIT SIZE SHALL BE 3/4".

O. WHERE CONDUIT AND WIRING RUNS ARE NOT SHOWN ON FLOOR PLANS, THE CONTRACTOR SHALL DETERMINE AND PROVIDE THE REQUIRED CONDUIT AND WIRING FOR SPECIFIED CIRCUITING IN

ACCORDANCE WITH NEC AND THE FOLLOWING MINIMUM REQUIREMENTS:

N. ALL FLOOR MOUNTED SWITCH GEAR, UNIT SUBSTATIONS, BOXES AND TRANSFORMERS LARGER THAN 75 KVA SHALL BE INSTALLED ON A NOMINAL 4” HOUSEKEEPING PAD. PAD SHALL EXTEND FROM ELECTRICAL

EQUIPMENT 6” IN ANY DIRECTION.

M. IF POSSIBLE, ALL NEWLY INSTALLED RECEPTACLES SHALL BE INSTALLED IN SEPARATE OR ADJACENT STUD SPACES, TO AVOID SOUND TRANSMISSION AND WALL INTEGRITY ISSUES. ALL NEWLY INSTALLED RECEPTACLES LOCATED IN COMMON STUD SPACES OF FIRE-RESISTANT WALLS SHALL BE EQUIPPED

WITH FIRE-RESISTANT PUTTY PADS AT THE BACK OF EACH BOX IN ACCORDANCE WITH NEC.

L. CONTRACTOR SHALL NOT SCALE DRAWING FOR QUANTITIES. CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING ALL MEASUREMENTS.

K. HAZARDOUS AREAS: IN DESIGNATED ROOMS AND AREAS, IT IS NOT THE INTENT TO SHOW EACH EXPLOSION-PROOF COMPONENT, SUCH AS SEAL-OFFS, JUNCTION BOXES, ETC. THE CONTRACTOR SHALL COMPLETE ALL WORK IN STRICT COMPLIANCE WITH THE APPLICABLE ARTICLES 500 OF THE N.E.C.

3. PROVIDE A SEPARATE 120V CONTROL CIRCUIT FOR ELEVATOR CAR LIGHTS, ALARM, ETC.

2. PROVIDE A TELEPHONE OUTLET AND 120V POWER JUNCTION BOX IN LOCATION DESIGNATED BY THE

ELEVATOR SHOP DRAWINGS.

1. PROVIDE A TOGGLE SWITCH, 120V DUPLEX RECEPTACLE AND LUMINAIRE DOWN IN ELEVATOR PIT FOR

MAINTENANCE AND SERVICE (CONFIRM EXACT LOCATIONS PRIOR TO ROUGH-IN).

J. ELEVATOR SYSTEM: THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY, COORDINATE

AND CONFIRM WITH THE ELEVATOR EQUIPMENT INSTALLER ALL THE FOLLOWING:

I. PRIOR TO SUBMITTING BID PROPOSAL, BIDDER SHALL EXAMINE ALL GENERAL CONSTRUCTION DRAWINGS AND VISIT CONSTRUCTION SITE TO BE FAMILIAR WITH EXISTING CONDITIONS UNDER WHICH THEY WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THIS CONTRACT.

NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION ON BEHALF OF THE CONTRACTOR

FOR ANY ERROR OR NEGLIGENCE ON HIS PART.

H. PROVIDE AND INSTALL IN EACH PANEL, TYPEWRITTEN NEAT TWO-COLUMN CIRCUIT INDEX CARD SET UNDER PLASTIC COVERS ON INSIDE OF DOORS. EACH ODD-NUMBERED CIRCUIT SHALL BE IN SEQUENCE ON ONE COLUMN AND THE EVEN-NUMBERED CIRCUITS ON THE OTHER COLUMN (E.G. 1,3,5...,2,4,6...).

EACH CIRCUIT SHALL BE IDENTIFIED AS TO THE USE AND ROOM NAME(S) OR AREA(S). THE CONTRACTOR

SHALL CONFIRM ROOM NAMES AND/OR ROOM NUMBERS WITH THE ARCHITECT PRIOR TO PROJECT

COMPLETION.

G. THE ELECTRICAL CONTRACTOR SHALL BE HELD FINANCIALLY RESPONSIBLE FOR ANY AND ALL COSTS OF THE ENGINEERS TIME REQUIRED TO REVIEW AND RESEARCH NON-SPECIFIED EQUIPMENT SUBMITTED FOR SUBSTITUTION BY THE ELECTRICAL CONTRACTOR. THESE COSTS SHALL BE AUTOMATICALLY

INVOICED TO THE CONTRACTOR UNLESS SUCH SUBSTITUTIONS FOLLOW THE GUIDELINES FOR

SUBSTITUTION AND ARE WITHIN THE PROPER TIME FRAME AS OUTLINED IN OTHER SECTIONS OF THIS

SPECIFICATION.

1. ALL PENETRATIONS OF FIRE-RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS' LABORATORIES LISTINGS

FOR "THROUGH-PENETRATION FIRE STOP SYSTEMS." THE CONTRACTOR SHALL SUBMIT SHOP

DRAWING DETAILS, FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL, WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING AND SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. THESE FINAL AND APPROVED DRAWINGS SHALL BE READILY AVAILABLE TO

THE LOCAL INSPECTORS AT ALL TIMES AT THE PROJECT SITE.

F. REFER TO ARCHITECTURAL PLANS TO CONFIRM ALL FIRE-RATED CEILINGS AND WALLS.

E. THE CONTRACTOR SHALL CONTACT AND OBTAIN FROM THE UTILITY COMPANY ALL INFORMATION, REQUIREMENTS, THEIR CONSTRUCTION DRAWINGS AND SPECIFICATIONS TO COMPLETE THE

ELECTRICAL PRIMARY/SECONDARY SERVICE TO THIS PROJECT. INCLUDE IN BASE BID, BUT NOT LIMIT TO, TRENCHING, BACKFILL, TRANSFORMER CONCRETE PAD, CONDUITS, METERING REQUIREMENTS, AND PROVIDE COMPLIANT EQUIPMENT IN THE CORRECT SEQUENCE, CONTRIBUTION COSTS, ENGINEERING

FEE AND SERVICE CHARGES FOR ALL ELECTRICAL SERVICES TO THIS PROJECT.

D. GROUT AND SEAL ALL CONDUIT PENETRATIONS OF WALLS AND FLOOR SLABS TO PRESERVE FIRE RATING

AND WATERTIGHT INTEGRITY.

C. COORDINATE SCHEDULE OF CONSTRUCTION WITH THE OWNER, OTHER TRADES AND UTILITIES INVOLVED BEFORE TRENCHING AND INSTALLATION OF UNDERGROUND CONDUIT. USE EXTREME CAUTION DURING EXCAVATION TO LOCATE EXISTING UNDERGROUND PIPING, CONDUITS, ETC. LOCATE AND PROTECT ANY

BURIED UTILITIES IN AREAS OF EXCAVATION.

B. PRIOR TO ROUGH-IN AND FINAL CONNECTION OF EQUIPMENT, VERIFY ELECTRICAL REQUIREMENTS OF

EQUIPMENT WITH OTHER TRADES CONSTRUCTION DOCUMENTS AND FINALIZED SHOP DRAWINGS.

VERIFICATION SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: VOLTAGE, AMPERAGE, TOTAL LOAD, OVER-CURRENT PROTECTION REQUIREMENTS, MOUNTING HEIGHT OF ELECTRICAL CONNECTION, CABLE TYPE AND SIZE, WIRING DIAGRAMS.

A. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS, AND BUILDING DETAILS. VERIFY LOCATION OF ALL WALL OUTLETS, SWITCHES, ETC., WITH ARCHITECTURAL DRAWINGS AND ACTUAL

CONDITIONS.

COMMON REQUIREMENTS:

K. EXISTING LOW VOLTAGE WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO CONDITION, OR POSITION, AS REQUIRED. PROPERLY RE-SECURE CABLE IN CHASES, CRAWL SPACES, TUNNELS, AND CEILING SPACES AS REQUIRED BY NEC. IN SOME CASES IT MAY BE NECESSARY TO ADD SUPPORTING

HARDWARE TO ACCOMPLISH THIS REQUIREMENT.

J. ALL ELECTRICAL CONNECTIONS REQUIRING AN OUTAGE SHALL BE MADE DURING AN APPROVED TIME LIMIT. CHANGEOVERS SHALL BE AS SHORT A DURATION AS POSSIBLE AND SHALL NOT INTERFERE WITH NORMAL OPERATION OF THE OWNER'S FACILITIES. NOTICE SHALL BE REQUIRED IN ADVANCE OF A SHUTDOWN OF ANY ELECTRICAL CIRCUIT FOR CHANGEOVER, AND SUCH A CHANGEOVER SHALL BE DONE DURING HOURS AS DIRECTED BY OWNER. WORK SHALL BE SCHEDULED SO THAT AT NO TIME WILL ANY EMERGENCY FEEDER, CIRCUIT, OR FIRE ALARM ZONE BE OUT OF SERVICE. PROVIDE NECESSARY

TEMPORARY FEEDERS TO ACCOMPLISH THIS REQUIREMENT.

I. EXAMINE ARCHITECTURAL, STRUCTURAL, AND MECHANICAL DRAWINGS AND SPECIFICATIONS TO DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING EXISTING, TEMPORARY, REMODELED AND NEW AREAS.

H. ALL TEMPORARY AND REMODELING WORK SHALL BE CONSIDERED A PART OF THIS CONTRACT AND NO EXTRA CHARGES WILL BE ALLOWED. THIS SHALL INCLUDE MINOR ITEMS OF MATERIAL OR EQUIPMENT

NECESSARY TO MEET THE REQUIREMENTS AND INTENT OF THE PROJECT.

G. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIR DUE TO THE

INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL

OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. THE CONTRACTOR SHALL EMPLOY QUALIFIED AND EXPERIENCED WORKMEN FOR THIS WORK. ALL RESTORATION WORK SHALL BE SUBJECT TO THE

APPROVAL OF THE ARCHITECT AND/OR THE OWNER.

F. WHERE EXISTING CONDUIT IS TO BE ABANDONED, THE CONDUIT SHALL BE REMOVED IF IT IS EXPOSED, IN A CRAWL SPACE OR IN AN ACCESSIBLE CEILING. WHERE IT IS IMPOSSIBLE TO REMOVE THE CONDUIT, IT SHALL BE CUT OFF AND CAPPED OR PLUGGED, THAT IT WILL NOT PROTRUDE BEYOND THE FINISHED SURFACE. WHERE CONDUITS EXTENDING THROUGH FLOORS ARE TO BE ABANDONED, THE CONTRACTOR

SHALL CUT AND CAP OR PLUG CONDUIT, THAT IT WILL NOT PROTRUDE ABOVE THE FLOOR.

E. WHERE EXISTING LUMINAIRES ARE TO BE REUSED, THE ELECTRICAL CONTRACTOR SHALL CLEAN AND REPLACE LAMPS, REPAIR OR REPLACE DEFECTIVE PARTS, LENS, BALLAST, ETC. AS REQUIRED.

D. OUTLETS FROM WHICH LUMINAIRES, SWITCHES, RECEPTACLES, AND/OR OTHER ELECTRICAL DEVICES ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE REMOVED OR, IF IT IS NOT POSSIBLE TO REMOVE, PLACE A BLANK COVER ON THE OUTLET BOX. WHERE OUTLETS, BOXES, ETC., ARE

COMPLETELY REMOVED, THE CONTRACTOR SHALL CUT OFF CONDUITS AND REMOVE WIRING.

C. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION, AS REQUIRED AND/OR DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS

AND CONDUIT RUNS SHALL BE RELOCATED. IN SOME CASES IT MAY BE NECESSARY TO EXTEND

CONDUITS AND PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING OR

REPLACE OLD WIRING WITH NEW.

B. BRANCH CIRCUITS SHALL BE REUSED WHERE PRACTICAL AND SHALL, IN ADDITION, BE REMODELED AS REQUIRED. THE CONTRACTOR SHALL CONCEAL ALL WORK WHERE POSSIBLE. WHERE EXPOSED WORK IS REQUIRED IN FINISHED AREAS, THE CONTRACTOR SHALL USE WIREMOLD RACEWAY WITH #500 BEING

THE MINIMUM SIZE ACCEPTABLE.

1. DRAWINGS SHOW EXISTING CONDITIONS OF THE SITE. AN ATTEMPT HAS BEEN MADE TO SHOW EXISTING BUILDING, SITE DETAILS, ETC., BUT ACCURACY CANNOT BE GUARANTEED. VERIFY EXACT LOCATIONS OF ALL CIRCUITS, CONDUITS, PIPING, EQUIPMENT, ETC. VERIFY ALL SITE AND BUILDING

DETAILS.

A. RENOVATION OF ELECTRICAL FACILITIES WILL BE REQUIRED IN THE EXISTING BUILDING. EXISTING CONDUIT RUNS ARE GENERALLY NOT SHOWN, ALTHOUGH A FULL ATTEMPT HAS BEEN MADE TO SHOW SOME EXISTING CONDITIONS, OF WHICH INFORMATION HAS BEEN TAKEN FROM EXISTING RECORD DRAWINGS OF THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, LUMINAIRES, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY.

RENOVATION NOTES:

I. EXISTING EQUIPMENT NOT IMPLICITLY SHOWN ON THE DRAWINGS IS INTENDED TO BE "EXISTING TO

REMAIN UNCHANGED", UNLESS NOTED OTHERWISE.

6. REMOVAL OF FEEDER CONDUIT IF FOUND TO BE UNSALVAGEABLE BY ARCHITECT, ENGINEER OR

OWNER'S REPRESENTATIVE.

5. CAPPING OF FEEDER CONDUIT AT 6" ABOVE OR BELOW FLOOR/CEILING AS REQUIRED AND

MARKING LOCATION OF POINT OF FEED WITH AN ENGRAVED BRASS TAG.

4. PATCHING OF WALLS, FLOORS AND CEILINGS PER ARCHITECT'S INSTRUCTIONS.

3. REMOVAL OF ALL FITTINGS, SUPPORTS, BRACKETS, ETC.

2. REMOVAL OR RE-CIRCUITING OF ALL BRANCH CIRCUITING.

1. REMOVAL OF FEEDER FROM EQUIPMENT TO POINT OF FEED.

H. WORK REQUIRED FOR EXISTING EQUIPMENT NOTED AS "EXISTING TO BE REMOVED" SHALL INCLUDE:

G. MAKE AS-BUILTS WITH NEW TYPED DIRECTORIES FOR ALL PANELBOARDS, INDICATING CIRCUIT

DESCRIPTION (USED OR SPARE), CIRCUIT BREAKERS AND CIRCUIT LOAD.

F. REMOVED OR DAMAGED CONDUIT, WIRE, AND FITTINGS SHALL NOT BE REUSED FOR RELOCATED OR

NEW DEVICES.

E. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK IN REMOVING AND REPLACING "EXISTING TO REMAIN" LUMINAIRES, DEVICES, ETC., AS REQUIRED SO THAT THESE DEVICES ARE NOT

DAMAGED DURING DEMOLITION. RELOCATED TO NEAREST APPROPRIATE LOCATION TO AVOID

CONFLICTS WITH OTHER TRADES' WORK. REPLACE WITH NEW ANY "EXISTING TO REMAIN" LUMINAIRE, DEVICE, ETC., NOT DEEMED SALVAGEABLE BY OWNER'S REPRESENTATIVE.

D. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED TO REMOVE/RELOCATE ANY EXISTING ELECTRICAL EQUIPMENT SUCH THAT ELECTRIC SHOCK HAZARDS TO WORKMEN ARE

ELIMINATED DURING DEMOLITION AND NEW CONSTRUCTION.

C. ELECTRICAL CONTRACTOR TO PROVIDE ALL NECESSARY LABOR, CONDUIT, WIRE, CONNECTIONS, ETC., FOR DEVICES, LUMINAIRES, ETC., NOTED AS "EXISTING TO REMAIN" SUCH THAT EXISTING

CIRCUIT CONTINUITY IS MAINTAINED.

B. REMOVE ALL EXISTING WIRING DEVICES, LUMINAIRES, WIRE, CONDUIT, ETC., AS NOTED OR INDICATED WITHIN DEMOLITION AREA. (ALL ITEMS MAY NOT BE SHOWN). REWORK AS NECESSARY CIRCUITING

WHICH REQUIRES CONTINUATION THROUGH THE AREA.

A. RETURN REMOVED MATERIAL DEEMED SALVAGEABLE BY OWNER'S REPRESENTATIVE. MATERIALS

DEEMED NOT SALVAGEABLE SHALL BE REMOVED FROM THE PREMISES.

DEMOLITION:

%Z IMPEDANCE

(E) EXISTING (ALSO COVERED BY TEXT

WEIGHT)

(F) FUTURE

(PART) PARTIAL CIRCUIT

(R) RELOCATE

A AMPERES

AC 6" ABOVE COUNTER

ADA AMERICANS WITH DISABILITIES ACT

AF AMPERES FRAME

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIC AMPERES INTERRUPTION CAPACITY

AL ALUMINUM

AT AMPERES TRIP

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BMS BUILDING MANAGEMENT SYSTEM

C CONDUIT

CAM CAMERA

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTER CLOCKWISE

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CO CONDUIT ONLY

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CU COPPER

CW CLOCKWISE

D DEDICATED

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DPDT DOUBLE POLE DOUBLE THROW

DPST DOUBLE POLE SINGLE THROW

DR DUPLEX RECEPTACLE

DWG DRAWING(S)

EC ELECTRICAL CONTRACTOR

ELC ELEVATOR CONTRACTOR

ELEC ELECTRIC/ELECTRICAL

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

F FUSED

FA FIRE ALARM

FAA FIRE ALARM ANNUNCIATOR

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FLA FULL LOAD AMPERES

FMC FLEXIBLE METAL CONDUIT

FO FIBER OPTIC

FPC FIRE PROTECTION CONTRACTOR

FS FUSED SWITCH

FSC FOOD SERVICE CONTRACTOR

FSD FIRE/SMOKE DAMPER

FT FOOT/FEET

FVNR FULL VOLTAGE, NON-REVERSING

FVR FULL VOLTAGE, REVERSING

G/GND GROUND/GROUNDING

GC GENERAL CONTRACTOR

GEN GENERATOR

GF GROUND FAULT

GFI/GFCI GROUND FAULT INTERRUPTER

H HORIZONTALLY MOUNTED

HG HOSPITAL GRADE

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HOA HAND-OFF-AUTO

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HZ FREQUENCY

I/O INPUT/OUTPUT

ID INSIDE DIAMETER

IDF INTERMEDIATE DISTRIBUTION FRAME

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

ISC SHORT CIRCUIT CURRENT

JB JUNCTION BOX

K KELVIN (COLOR TEMPERATURE)

KCMIL 1000 CIRCULAR MILS

KV KILOVOLTS

KVA KILVOLT-AMPERES

KW KILOWATTS

KWH KILOWATT-HOUR

LAN LOCAL AREA NETWORK

LC LIGHTING CONTACTOR

LCP LIGHTING CONTROL PANEL

LED LIGHT EMITTING DIODE

LF LINEAR FOOT

LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT

LM LUMEN

LTG LIGHTING

LV LOW VOLTAGE

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPERES

MCB MAIN CIRCUIT BREAKER

ABBREVIATIONSGENERAL NOTES

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTOR

MDF MAIN DISTRIBUTION FRAME

MDP MAIN DISTRIBUTION PANEL

MEPFP MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION

MGB MASTER GROUND BAR

MH METAL HALIDE

MIN MINIMUM

MLO MAIN LUG ONLY

MOCP MAXIMUM OVERCURRENT PROTECTION

MSB MAIN SWITCHBOARD

MTG MOUNTING

MTS MANUAL TRANSFER SWITCH

MVA MEGAVOLT-AMPERES

MW MEGAWATT

MWH MEGAWATT-HOURS

N NEUTRAL

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NF NON-FUSED

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NORMALLY OPEN

NP NAMEPLATE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OWN OWNER

P POLE

PA PUBLIC ADDRESS

PB PULL BOX

PC PLUMBING CONTRACTOR

PF POWER FACTOR

PH PHASE

PIR PASSIVE INFRARED

PLC PROGRAMMABLE LOGIC CONTROLLER

PNL PANEL

PR PAIR

PRI PRIMARY

PT POTENTIAL TRANSFORMER

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE

PWC PRE-WIRED CONTROLS

PWR POWER

RCPT RECEPTACLE

REQD REQUIRED

RF RADIO FREQUENCY

RM ROOM

RMC RIGID METAL CONDUIT

RNC RIGID NON-METALLIC CONDUIT (SCH 40)

RVAT REDUCED VOLTAGE -

AUTOTRANSFORMER

SC SHORT CIRCUIT

SCC SHORT CIRCUIT CURRENT RATING

SDP SUBDISTRIBUTION PANEL

SEC SECONDARY

SHLD SHIELD(ED) (AS IN CABLE)

SHT SHEET

SPD SURGE-PROTECTIVE DEVICE

SPDT SINGLE POLE DOUBLE THROW

SPST SINGLE POLE SINGLE THROW

SR SINGLE RECEPTACLE

SS SURGE SUPPRESSOR (ISOLATED

GROUND TYPE)

ST SHUNT TRIP

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TBD TO BE DETERMINED

TC TIMECLOCK

TCC TEMPERATURE CONTROLS

CONTRACTOR

TEMP TEMPERATURE

TR TAMPER RESISTANT

TT THERMAL TRIP SWITCH

TTB TELEPHONE TERMINAL BOARD

TYP TYPICAL

U UTILITY

UG UNDERGROUND

UL UNDERWRITERS LABORATORY

UON UNLESS OTHERWISE NOTED

UPS UNINTERUPTABLE POWER SUPPLY

USB STANDARD DUPLEX WITH 2 USB PORTS

V VOLTS

VA VOLT-AMPERES

VAC VOLTS ALTERNATING CURRENT

VDC VOLTS DIRECT CURRENT

VFD VARIABLE FREQUENCY DRIVE

VND VENDOR

W WATTS

W WIRE

WHM WATTHOUR METER

WP WEATHERPROOF

XFMR TRANSFORMER

XP EXPLOSION PROOF

GROUP

DATE:

DRAWN:

REVIEWED:

SHEET TITLE:

SHEET NUMBER:

PROJECT NO.:

PROJECT:

2211 W. BRADLEY AVENUE

CHAMPAIGN, ILLINOIS 61821

(217) 352-7408 / info@f-w.com

ISSUE:

# DATE: DESCRIPTION:

DESIGNED:

/1

/2

:0

:4

A

M E0.3

SPECIFICATIONS

DGM

WRK

02500543.001

Urbana Public Works EV Charging Electrical Upgrades

City of Urbana

704 S Glover Avenue Urbana Illinois 61802

8/15/2025

08/15/2025

BID/PERMIT SET

TJS

BID/PERMIT SET

A. THE WORK TO BE PERFORMED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, CONSTRUCTION, FACILITIES, AND INCIDENTALS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL ELECTRICAL WORK AS SHOWN AND INDICATED ON THE CONTRACT DRAWINGS, AND/OR HEREIN SPECIFIED WITH THE INTENT THAT THE INSTALLATION SHALL BE COMPLETE IN EVERY RESPECT, READY FOR USE. COMPLY WITH THE LATEST EDITION IN FORCE OF THE NFPA CODES INCLUDING THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL

CODES.

WORK INCLUDED

IDENTIFICATION PRODUCTS

GROUNDING PRODUCTS

SWITCHBOARDS

I-LINE PANELBOARDS

METER CENTERS

CT CABINETS

B. SUBMIT ELECTRONIC COPIES OF OPERATING AND MAINTENANCE MANUAL/RECORD DOCUMENTS.

MANUAL/RECORD DOCUMENTS SHALL CONSIST OF MANUFACTURER'S STANDARD PRODUCT DATA,

MANUFACTURER'S CURRENT PRINTED OPERATING AND MAINTENANCE INSTRUCTIONS, LIST OF ORIGINAL SPARE PARTS, LIST OF SUPPLIERS DISTRIBUTING SPARE PARTS, RECOMMENDED QUANTITIES TO BE MAINTAINED IN

STORAGE AND ALL WARRANTIES. MANUAL SHALL INCLUDE INFORMATION ON THE FOLLOWING:

IDENTIFICATION PRODUCTS

GROUNDING PRODUCTS

SWITCHBOARDS

I-LINE PANELBOARDS

METER CENTERS

CT CABINETS

A. SUBMIT ELECTRONIC COPIES OF PRODUCT DATA, SHOP DRAWINGS, WIRING DIAGRAMS AND LITERATURE ON SYSTEMS INDICATED BELOW. LITERATURE SHALL BE MARKED TO INDICATE THE SIZE, TYPE OR MODEL BEING

PROPOSED AND ALL ACCESSORIES TO BE PROVIDED.

SUBMITTALS

B. THE ELECTRICAL CONTRACTOR SHALL BE HELD FINANCIALLY RESPONSIBLE FOR ANY AND ALL COSTS OF THE ENGINEER'S TIME REQUIRED TO REVIEW AND RESEARCH NON-SPECIFIED EQUIPMENT SUBMITTED FOR SUBSTITUTION BY THE ELECTRICAL CONTRACTOR. THESE COSTS SHALL BE AUTOMATICALLY INVOICED TO THE CONTRACTOR UNLESS SUCH SUBSTITUTIONS FOLLOW THE GUIDELINES FOR SUBSTITUTION AND ARE WITHIN

THE PROPER TIME FRAME AS OUTLINED IN OTHER SECTIONS OF THIS SPECIFICATION.

A. "APPROVED EQUAL" INDICATES THE SPECIFYING ENGINEER SHALL APPROVE ALL CONTRACTOR PROPOSED

ALTERNATE MATERIAL OR MANUFACTURERS. ENGINEER'S DECISION IS FINAL.

GENERAL

B. MANUFACTURER'S WARRANTY ON ALL EQUIPMENT SHALL BE FOR A TIME PERIOD OF ONE (1) YEAR FROM

SUBSTANTIAL COMPLETION UNLESS NOTED OTHERWISE.

A. CONTRACTOR'S WARRANTY ON COMPLETE ELECTRICAL INSTALLATION SHALL BE FOR A TIME PERIOD OF ONE

(1) YEAR FROM SUBSTANTIAL COMPLETION.

WARRANTY

B. COORDINATE INSTALLATION OF SERVICE ENTRANCE THOROUGHLY WITH UTILITY COMPANY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO SERVICE ENTRANCE WORK, INCLUDING ANY CHARGES

FROM THE UTILITY COMPANY.

A. IN GENERAL, COORDINATE WORK THOROUGHLY WITH OTHER TRADES, OWNER AND UTILITY COMPANIES TO

PROVIDE EFFICIENT FLOW OF THE WORK AND TIMELY COMPLETION OF THE CONTRACT.

COORDINATION

C. "APPROVED EQUAL" INDICATES THE SPECIFYING ENGINEER SHALL APPROVE ALL CONTRACTOR PROPOSED

ALTERNATE MATERIAL OR MANUFACTURERS. ENGINEER'S DECISION IS FINAL.

B. IDENTIFICATION: LAMINATED PLASTIC LABELS ON ALL EQUIPMENT, SWITCHES, CONTROLS, ETC.

A. IN GENERAL ALL MATERIALS SHALL BE: NEW, U.L. LISTED FOR THE SPECIFIC APPLICATION AS SPECIFIED OR AS

REQUIRED, AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS.

BASIC MATERIALS

E. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED

TO, SODDING AND REMOVAL/REPLACEMENT OF EXISTING PLANTINGS.

D. PROVIDE UNDERGROUND WARNING TAPE AT 12 INCH DEPTH. TAPE SHALL BE MADE OF ACID AND ALKALI RESISTANT POLYTHENE FILM, SIX INCHES WIDE, AND READ "CAUTION BURIED ELECTRICAL LINE" OVER ENTIRE

LENGTH.

C. OTHER AREAS: USE EXCAVATED OR BORROWED MATERIALS FREE OF DEBRIS. NEATLY MOUND MATERIALS TO

COMPENSATE FOR LATER SETTLEMENT.

B. UNDER SIDEWALKS AND PAVED AREAS, BACKFILL ALL TRENCHES WITH COMPACTED, CLEAN, WASHED, GRANULAR BACKFILL COMPACTED TO NOT LESS THAN 100% OF STANDARD PROCTOR MAXIMUM DRY DENSITY.

A. TRENCHES SHALL BE EXCAVATED TO UNIFORM WIDTH, SUFFICIENTLY WIDE TO PROVIDE AMPLE WORKING ROOM AND MINIMUM OF 6" TO 9" INCHES ON BOTH SIDES OF CONDUIT. CONDUIT SHALL BE 24" MINIMUM BELOW

FINISHED GRADE.

EXCAVATION AND BACKFILL

N. PROVIDE CONDUIT SEALING FITTINGS IN ACCORDANCE WITH NEC AND WHERE INDICATED ON DRAWINGS.

LOCATE FITTINGS AT SUITABLE, APPROVED, ACCESSIBLE LOCATIONS AND FILL WITH U.L. LISTED SEALING COMPOUND. INSTALL SEALING FITTINGS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

M. WHEN NOTED ON DRAWINGS, CONDUIT SHALL BE INSTALLED EXPOSED WITH CONDUIT PARALLEL TO AND AT

RIGHT ANGLES TO NEARBY SURFACES OR STRUCTURAL MEMBERS.

L. CONDUIT SHALL BE INSTALLED CONCEALED UNLESS NOTED OTHERWISE ON DRAWINGS.

K. LT CONDUIT SHALL BE USED FOR CONNECTION TO VIBRATING EQUIPMENT IN OUTDOOR LOCATIONS, IN DAMP OR WET INDOOR LOCATIONS, HAZARDOUS LOCATIONS, OR WHERE REQUIRED BY NEC AND WHERE NOTED ON

THE DRAWINGS.

J. FLEXIBLE METAL CONDUIT SHALL BE USED FOR CONNECTION TO VIBRATING EQUIPMENT IN INDOOR DRY LOCATIONS, FOR CONNECTION TO INDOOR RECESSED LIGHT FIXTURES (SIX FOOT MAXIMUM LENGTH), WHERE

REQUIRED BY NEC AND WHERE NOTED ON DRAWINGS.

I. PVC CONDUIT SHALL BE USED IN UNDERGROUND INSTALLATIONS, BELOW CONCRETE FLOOR SLAB (WITH RGS

CONDUIT STUB UPS), WHERE REQUIRED BY NEC AND WHERE NOTED ON THE DRAWINGS.

H. RGS CONDUIT SHALL BE USED IN OUTDOOR EXPOSED LOCATIONS, INDOOR DAMP OR WET LOCATIONS, HAZARDOUS LOCATIONS, OR WHERE REQUIRED BY NEC AND WHERE NOTED ON DRAWINGS.

G. EMT MAY BE USED WHERE PERMITTED BY NEC EXCEPT WHERE OTHER TYPE IS SPECIFIED HEREIN OR NOTED

ON DRAWINGS.

F. MINIMUM CONDUIT SIZE SHALL BE 3/4".

E. LIQUIDTIGHT FLEXIBLE METAL (LT) CONDUIT: FLEXIBLE STEEL CONDUIT WITH PVC JACKET WITH APPROVED FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC

AND OTHER APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS.

D. FLEXIBLE METAL CONDUIT: FLEXIBLE STEEL CONDUIT WITH ZINC COATING AND APPROVED FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER

APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS.

C. RIGID NON-METALLIC (PVC) CONDUIT: SCHEDULE 40 PVC TYPE COMPLYING WITH NEMA TC2, U.L. 651, AND ARTICLE 347 OF NEC. FITTINGS SHALL BE PVC, CHEMICAL SOLVENT SEALING TYPE. SIZED AS SHOWN ON THE DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER APPLICABLE

PORTIONS OF THE CONTRACT DOCUMENTS.

B. RIGID GALVANIZED STEEL (RGS) CONDUIT: COMPLYING WITH ANSI C80.1, THREADED CONDUIT WITH APPROVED FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC

AND OTHER APPLICABLE PORTIONS OF THE CONTRACT DOCUMENTS.

A. ELECTRICAL METALLIC TUBING (EMT): COMPLYING WITH ANSI C80.3 WITH COMPRESSION TYPE FITTINGS, SIZED AS SHOWN ON DRAWINGS OR IF NOT SIZED ON THE DRAWINGS, IN ACCORDANCE WITH NEC AND OTHER

APPLICABLE PORTIONS OF CONTRACT DOCUMENTS.

CONDUIT

4. BE U.L. LISTED AND LABELED FOR THEIR APPLICATION.

3. BE OF PROPER SIZE AND SHAPE FOR CONDUITS ENTERING THEM.

2. BE NEMA TYPE 3R OR NEMA TYPE 4 FOR INDOOR DAMP OR WET LOCATIONS AND OUTDOOR LOCATIONS.

1. BE NEMA TYPE 1 FOR INDOOR DRY LOCATIONS.

B. ALL PULL/JUNCTION BOXES AND ENCLOSURES SHALL:

4. BE CAST TYPE FOR EXPOSED WORK BELOW 10'-0" AFF.

3. BE U.L. LISTED AND NEC RATED FOR THEIR APPLICATION.

2. BE OF PROPER SIZE AND SHAPE…