IOC_Plan_Set_Issued_08-08-25.pdf

SITE LOCATION

W. ADAMS ST.

S.

P

AS

FI

EL

D

S T

S.

C

O

LL

EG

E

ST

W. WASHINGTON ST.

GENERAL NOTES

C-1.00

SITE NOTES GRADING NOTES

1. SEED (CLASS 2), FERTILIZE (RATIO: 1-1-1), APPLY AGRICULTURAL LIME (RATE = 2

TONS/ACRE) AND MULCH IN ACCORDANCE WITH METHOD 2 OF SECTION 251.03 OF

THE STANDARD SPECIFICATIONS AT A RATE OF 2 TONS/ACRE. SEED UNTIL A

SOUND TURF IS ESTABLISHED.

2. INLET AND PIPE PROTECTION SHALL BE PROVIDED ON ALL INLETS. FABRIC SHALL

BE EITHER RINSED CLEAN AND REINSTALLED OR REPLACED WHEN SEDIMENT

ACCUMULATES.

3. ALL EROSION CONTROL SYSTEMS SHALL BE PER I.D.O.T. STANDARD 280001-07

AND SHALL BE MAINTAINED AFTER EVERY STORM EVENT UNTIL FINAL

ACCEPTANCE OF PROJECT.

4. EROSION CONTROL SHALL BE GOVERNED BY THE "ILLINOIS URBAN MANUAL,

LATEST EDITION".

5. CONTRACTOR TO MAINTAIN TEMPORARY EROSION CONTROL UNTIL PERMANENT

VEGETATION OR PAVEMENT HAS BEEN ESTABLISHED.

6. CONTRACTOR SHALL UTILIZE A CONCRETE WASH AREA ON SITE.

1. PLACE MINIMUM 6" TOPSOIL AT PERIMETER OF LOT WHERE EXISTING TOPSOIL HAS BEEN REMOVED

OR DISTURBED. GRADE TO SMOOTH SLOPES AND CONTOURS AS SHOWN. TOPSOIL WILL BE

DEFINED AS SOIL MEETING ALL THE REQUIREMENTS OF ARTICLE 781.08 OF THE LATEST EDITION OF

THE IDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

2. EXCAVATE AND/OR PLACE FILL AS REQUIRED TO ACHIEVE PROPOSED GRADE ELEVATION. IF

UNSUITABLE BEARING MATERIALS ARE ENCOUNTERED AT THE SUBGRADE DEPTH, NOTIFY THE

ENGINEER IMMEDIATELY. COMPACT FILL MATERIALS TO ACHIEVE A MINIMUM DRY DENSITY AS PER ASTM D-698 (STANDARD PROCTOR. OF 98% FOR STRUCTURES, BUILDING SLABS, AND STEPS, 95% FOR BACKFILLING, OUTSIDE OF FOOTINGS AND FOUNDATION WALLS, TRENCHES, WALKWAYS, AND PAVED AREAS; 90% FOR LAWNS AND UNPAVED AREAS. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 9” IN LOOSE DEPTH FOR MATERIALS COMPACTED BY HEAVY COMPACTION

EQUIPMENT, AND NOT MORE THAN 6" IN LOOSE DEPTH FOR MATERIALS COMPACTED BY HAND

OPERATED TAMPERS. FINISH LAWN OR UNPAVED AREAS TO WITHIN 0.10" ABOVE OR BELOW THE

REQUIRED SUBGRADE ELEVATIONS.

3. ANY EXCESS MATERIAL (CLAY OR TOPSOIL).REQUIRED TO BE REMOVED FROM THE SITE SHALL

BE LEGALLY DISPOSED OF OFF CONSTRUCTION SITE.

4. GENERAL CONTRACTOR TO INCLUDE ALL GRADING IN PREPARATION OF LANDSCAPING.

5. SUBBASE PREPARATION SHALL BE IN ACCORDANCE WITH DIVISION 300 OF THE STATE OF ILLINOIS

DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES

CONSTRUCTION" LATEST EDITION (CONTRACTOR TO OBTAIN NOT LESS THAN 95% OF THE

STANDARD LABORATORY DENSITY IN THE FIELD).

6. A PROOF-ROLL SHALL BE PREFORMED ON EACH LANE WITH A FULLY LOADED SEMI-DUMP TRUCK OR VEHICLE WITH EQUAL AXLE WEIGHT. A REPRESENTATIVE OF THE ENGINEER SHALL BE PRESENT

FOR PROOF-ROLL ON THE SUBBASE.

7. ANY LOCALIZED SOFT AREAS IDENTIFIED SHALL BE REPAIRED PRIOR TO PAVING.

8. THE CONTRACTOR SHALL UNDERCUT ANY LOCALIZED SOFT AREAS AND PLACE FABRIC FOR

GROUND STABILIZATION IN ACCORDANCE WITH SECTION 210 OF THE STANDARD SPECIFICATIONS.

GEOTEXTILE FABRIC SHALL BE A MINIMUM OF 6 OZ/SY.

9. THE AREA SHALL THEN BE BACKFILLED WITH GRANULAR MATERIAL CA-6. THE PLACEMENT OF THE

GRANULAR BLANKET SHALL BE IN ACCORDANCE WITH SECTION 210 OF THE STANDARD

SPECIFICATIONS.

EROSION CONTROL NOTES

1. ALL DIMENSIONS AND CURVE DATA THAT REFER TO CURBING REFERENCE

FACE OF CURB, UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR BIDDING THIS PROJECT SHALL VISIT THE SITE AND

DETERMINE THE CHANGES IF ANY, THAT WILL AFFECT THE EXTENT OF THE

PROPOSED WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE

ENGINEER/ARCHITECT REPRESENTATIVE OF ANY DISCREPANCY IMMEDIATELY.

3. PAVEMENT MARKINGS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS

OF THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR TRAFFIC

CONTROL ITEMS OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION. PAINT

SHALL BE AT A MINIMUM, CONTRACTOR GRADE ACRYLIC STRIPING PAINT FOR

NEW PAVEMENT. PAINT STRIPES SHALL BE 4" WIDE AND YELLOW IN COLOR.

HANDICAPPED SYMBOLS SHALL CONFORM TO IDOT STANDARDS.

4. PORTLAND CEMENT CONCRETE SIDEWALK SHALL BE CONSTRUCTED IN

ACCORDANCE WITH SECTION 424 OF THE LATEST EDITION OF THE IDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

SURFACE FINISH SHALL BE MADE IN ACCORDANCE WITH ARTICLE 424.06. ALL

SIDEWALKS SHALL BE 5" IN THICKNESS UNLESS OTHERWISE NOTED. JOINT

SPACING SHALL BE 6' MAXIMUM.

5. PORTLAND CEMENT CONCRETE CURB AND GUTTER SHALL CONFORM TO

SECTION 606 OF THE LATEST EDITION OF THE IDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. CONTRACTION

JOINTS SHALL BE CONSTRUCTED AT 25' INTERVALS AND CONFORM TO

ARTICLE 606.07. CONCRETE SHALL BE CURED AND PROTECTED IN

ACCORDANCE WITH ARTICLE 1020.13. THE CURB AND GUTTER SHALL BE

FINISHED WITH LIGHT BRUSH, FINISHED IN ACCORDANCE WITH ARTICLE 606.11.

6. NO SITE WORK IS TO BEGIN UNTIL A PERMIT HAS BEEN ISSUED BY THE CITY OF

SPRINGFIELD. CONTRACTOR IS RESPONSIBLE FOR APPLYING FOR ALL

PERMITS AND FOR PAYMENT OF ALL BUILDING PERMIT FEES, RELOCATION

AND/OR EXTENSION OF UTILITIES AND FOR OBTAINING APPROVAL OF ALL

CURB CUTS, IF NECESSARY.

7. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED

ON ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED BY THE

SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY

VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED

UTILITIES/STRUCTURES MAY EXIST. NO EXCAVATIONS WERE MADE DURING

THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES.

IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THEIR EXACT

LOCATION FROM THE UTILITY COMPANIES AND BY THE FIELD INSPECTIONS.

(J.U.L.I.E. 1-800-892-0123).

8. CONTRACTORS ARE RESPONSIBLE FOR RESTORING ANY ADJACENT

PROPERTIES DISTURBED BY THE CONSTRUCTION PROCESS TO THE ORIGINAL

CONDITION AT NO ADDITIONAL COST TO THE CLIENT.

9. MUD THAT IS TRACKED ONTO THE STREET OR PARKING LOT BY THE

CONSTRUCTION PROCESS SHALL BE REMOVED DAILY BY THE CONTRACTOR.

10. ALL DIRT REQUIRED TO BE REMOVED SHALL BE REMOVED FROM THE SITE AND

DISPOSED OF LEGALLY.

11. PARKING LOT SHALL BE CLEANED BY THE CONTRACTOR IMMEDIATELY PRIOR

TO STRIPING AND OR THE OWNER OCCUPYING THE BUILDING.

12. CONTRACTOR TO SAW CUT ALL EXISTING PAVEMENT EDGES AND CURBS.

13. CONTRACTOR TO INSURE THAT ALL SIDEWALKS, ACCESSIBLE PARKING

STALLS AND/OR CROSSWALKS ARE CONSTRUCTED IN COMPLIANCE WITH THE

2018 ILLINOIS ACCESSIBILITY CODE (IAC) AND THE AMERICAN WITH

DISABILITIES ACT (ADA). ALL DETECTABLE WARNING SYSTEMS (TRUNCATED

DOME) SHALL BE BY ADA SOLUTIONS, INC. OR APPROVED EQUAL, BRICK

RED/CAST-IN-PLACE AND INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS.

14. CONTRACTOR SHALL STRIP THE TOP 6" OF TOPSOIL WITHIN THE PARKING LOT

AREA. PARKING LOT SUBGRADE SHALL BE DISKED TO A DEPTH OF 8", DRIED,

MOISTURE CONDITIONED AND RECOMPACTED TO 95% MAXIMUM DRY DENSITY.

SURPLUS EXCAVATED MATERIAL SHALL BE DISPOSED OF OFF SITE.

15. PRIOR TO PAVEMENT CONSTRUCTION, A PROOF ROLL SHALL BE PERFORMED

ON THE PARKING AREA. THE ENGINEER'S REPRESENTATIVE SHALL BE

PRESENT FOR THE PROOF ROLL. ANY UNSTABLE YIELDING SOILS SHALL BE

REMOVED AND REPLACED WITH ADDITIONAL CA-6.

16. CONTRACTOR SHALL PROVIDE THIRD PARTY TESTING FOR SOIL BEARING, SOIL

REMEDIATION AND COMPACTION, AND CONCRETE INSTALLATION.

TRAFFIC CONTROL

1. ALL STREET LANE CLOSURES SHALL BE KEPT TO A MINIMUM AND MUST BE REOPENED

AT THE END OF EACH WORKING DAY.

2. TRAFFIC CONTROL AND LANE CLOSURES SHALL BE APPLIED FOR AND PERMITTED BY

THE CITY OF SPRINGFIELD AND MUST BE COORDINATED 48 HOURS PRIOR TO

INSTALLATION.

3. TRAFFIC CONTROL SHALL BE PER THE LATEST IDOT STANDARDS: NO. 701801-06,

701601-09, 701501-06 OR 701611-01, AS REQUIRED.

SPECIFICATIONS

SPECIFICATIONS SHALL BE THOSE OF THE STATE OF ILLINOIS DEPARTMENT OF

TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"

LATEST EDITION, AND THE SUPPLEMENTARY SPECIFICATIONS AND RECURRING SPECIAL

PROVISION, LATEST EDITION, AND THOSE CONTAINED IN THE ORDINANCES FOR THE CITY

OF SPRINGFIELD, ILLINOIS LATEST EDITION.

EROSION CONTROL SPECIFICATIONS

SPECIFICATIONS SHALL BE THOSE OF THE ILLINOIS URBAN MANUAL, LATEST EDITION.

GENERAL NOTES

1. EXISTING CONDITIONS - THE EXISTING CONDITIONS SHOWN IN THE PLANS ARE

BASED UPON A SURVEY CONDUCTED, INFORMATION PROVIDED BY THE CLIENT,

RECORD DRAWINGS AND/OR ELECTRONIC FILES OF EXISTING CONDITIONS AND MAY

NOT DEPICT ALL EXISTING CONDITIONS PERTINENT TO CONSTRUCTION. IT IS THE

RESPONSIBILITY OF ALL BIDDERS TO ACQUAINT THEMSELVES WITH EXISTING

CONDITIONS BY INSPECTION OF THE SITE, PRIOR TO THE SUBMISSION OF BIDS. TO

VIEW THE SITE, INSPECTIONS CAN BE SCHEDULED BY CONTACTING

ENGINEER/ARCHITECT.

2. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON

THESE PLANS WERE OBTAINED BY FIELD INVESTIGATING AND SEARCH OF AVAILABLE

RECORDS TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS REQUIRED TO

TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN ON

THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN

THEIR EXACT LOCATION FROM THE UTILITY COMPANIES AND BY FIELD INSPECTIONS.

(J.U.L.I.E.).

3. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND

PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS. NEITHER THE ARCHITECT NOR THE

ENGINEER WILL ENFORCE SAFETY REQUIREMENTS OR REGULATIONS. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREOF.

4. UNSUITABLE MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE. CLEAN EXCESS

DIRT SHALL BE DISTRIBUTED ON SITE AS DIRECTED BY THE

ENGINEER/ARCHITECT/OWNER.

5. ALL FIELD TILES ENCOUNTERED AND DAMAGED DURING CONSTRUCTION SHALL BE

REPAIRED BY THE CONTRACTOR, AT NO ADDITIONAL COST. THE SIZE, LOCATION,

MATERIAL TYPE AND DEPTH SHALL BE INDICATED ON THE RECORD DRAWINGS.

WHERE DAMAGE FIELD TILES CANNOT BE REPAIRED, PROVISIONS SHALL BE MADE

TO REROUTE THE FIELD TILE TO THE NEAREST AVAILABLE STORM SEWER.

6. WHERE SECTION STONES OR PROPERTY MARKERS ARE ENCOUNTERED, ALL

MARKERS SHALL BE PROTECTED AND PRESERVED UNTIL A SITE FOREMAN FOR THE

ENGINEER OR PROFESSIONAL LAND SURVEYOR HAS WITNESSED AND REFERENCED

THEIR LOCATION.

7. THE CONTRACTOR SHALL MAINTAIN ROADWAYS AND PARKING LOTS ADJOINING THE

PROJECT SITE, KEEPING THEM FREE FROM MUD AND DEBRIS AT ALL TIMES.

8. ALL ELEVATIONS AS SHOWN REFER TO U.S.G.S. DATUM AT MEAN SEA LEVEL.

9. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS TO PROTECT PUBLIC

AND PRIVATE PROPERTY. IF ANY TIME HE/SHE DAMAGES OR DESTROYS PUBLIC OR

PRIVATE PROPERTY. THE CONTRACTOR SHALL AT HIS/HER OWN EXPENSE RESTORE

SUCH PROPERTY TO A CONDITION EQUAL TO THAT EXISTING BEFORE SUCH

DAMAGE.

10. THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS - LOCATION, ELEVATION,

ETC. TO PROVIDE THE ARCHITECT/ENGINEER WITH AS-BUILT DRAWINGS

SITE UTILITY NOTES

1. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS TO ANY UTILITY LINES

AND EXISTING IMPROVEMENTS TO REMAIN THAT ARE DAMAGED AS A RESULT OF

THE WORK.

2. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING LOCATION OF ALL UTILITIES

WITH J.U.L.I.E. AND LOCAL UTILITY COMPANIES PRIOR TO EXCAVATING.

3. CONTRACTORS ARE RESPONSIBLE FOR ALL UTILITY CONNECTIONS AND

EXTENSIONS.

4. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING LOCATION OF ALL UTILITIES

WITH J.U.L.I.E. AND LOCAL UTILITY COMPANIES PRIOR TO EXCAVATING.

5. CONTRACTORS TO PROVIDE BUILDING LOAD DATA TO UTILITY PROVIDER, AS

REQUIRED.

6. CONTRACTOR TO COORDINATE IRRIGATION AND ELECTRIC CONDUITS AS

REQUIRED FOR LANDSCAPING AND SITE LIGHTING.

7. SEE ARCHITECTURAL PLANS FOR UTILITY CONNECTIONS AT THE BUILDING.

8. WHERE SELECTED GRANULAR BACKFILL IS REQUIRED, THE BACKFILL

ABOVE THE TOP OF THE GRAVEL CRADLE TO THE LEVEL AS PROPOSED

ON THE PLANS SHALL BE MADE WITH "SELECTED GRANULAR BACKFILL"

IN LIFTS NOT EXCEEDING 6 INCHES IN DEPTH. SELECTED GRANULAR

BACKFILL SHALL BE REQUIRED FOR ALL PAVEMENT CROSSINGS WHERE

THE INNER EDGE OF THE TRENCH IS WITHIN 2 FEET OF THE EDGE OF

THE PAVEMENT. EACH LIFT SHALL BE THOROUGHLY TAMPED TO THE

SATISFACTION OF THE ENGINEER. ALL BACKFILL TO BE COMPACTED

TO 95% STANDARD PROCTOR. AT ALL PAVEMENT CROSSINGS BACKFILL

TO EXTEND 2' PAST THE EDGE OF THE IMPROVEMENTS, SERVICES AND

CONDUIT INCLUSIVE, AND CAPPED WITH 12" CA-6 DITCH CAP, JETTING

WILL BE ALLOWED WITH THE APPROVAL OF THE ENGINEER/ARCHITECT.

9. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL WATER AND SEWER MAIN

REQUIREMENTS ARE MET.

10. ALL CONDUIT SHALL BE REQUIRED TO HAVE A PULL STRING WITH BENDS

HAVING 36" RADIUS.

11. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION OF

PROPOSED UTILITY AND ENSURE ALL SEPARATION REQUIREMENTS ARE MET.

COORDINATE ANY POSSIBLE CONFLICTS WITH ENGINEER AND UTILITY COMPANY.

12. ALL WATER SERVICES AND SEWER SERVICES SHOULD BE DESIGNED AND

CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS PLUMBING CODE.

CALL J.U.L.I.E.

JOINT UTILITY LOCATING INFORMATION FOR EXCAVATION

BEFORE EXCAVATING

PHONE NUMBER - 1-800-892-0123

SHEETS C-1.00 - C-3.00

EXPIRES: 11/30/25

2852 SOUTH 11TH STREET

SPRINGFIELD. ILLINOIS 62703

P: 217.529.5577

WWW.FUHRMANN-ENG.COM

ISSUED FOR BID

N

SITE LOCATION MAP

UTILITY PROVIDERS:

SANITARY SEWER- SANGAMON COUNTY WATER RECLAMATION DISTRICT

3000 NORTH 8th STREET ROAD

SPRINGFIELD, IL 62707

217-528-0491

WATER SUPPLY- CITY WATER, LIGHT & POWER

MUNICIPAL CENTER WEST, ROOM 101

300 S. 7th ST.

SPRINGFIELD, IL 62757

217-789-2000

ELECTRIC SERVICE- CITY WATER, LIGHT & POWER

MUNICIPAL CENTER WEST, ROOM 101

300 S. 7th ST.

SPRINGFIELD, IL 62757

217-789-2000

PUBLIC WORKS- CITY WATER, LIGHT & POWER

MUNICIPAL CENTER WEST, ROOM 101

300 S. 7th ST.

SPRINGFIELD, IL 62757

217-789-2000

GAS SUPPLY- AMEREN ILLINOIS

825 NORTH MACARTHUR BLVD.

SPRINGFIELD, IL 62702

217-753-5118

TELEPHONE - FRONTIER COMMUNICATIONS

JACKSONVILLE, IL 62650

SITE PLANS FOR

ILLINOIS OFFICE OF COMPTROLLER

EMERGENCY STANDBY GENERATOR & UPS IMPROVEMENT PROJECT

325 WEST ADAMS ST., SPRINGFIELD, IL 62704

INDEX OF SHEETS

SHEET NO. DESCRIPTION

C - 1.00 GENERAL NOTES

C - 2.00 EX. TOPOGRAPHIC SURVEY / DEMOLITION PLAN

C - 3.00 SITE PLAN / GRADING PLAN

E - 1 ELECTRICAL - BASEMENT

E - 2 FIRST LEVEL - ELECTRICAL

E - 3 SECOND LEVEL - ELECTRICAL

AutoCAD SHX Text

ILLINOIS OFFICE OF COMPTROLLER

AutoCAD SHX Text JOB No: 25-2332

AutoCAD SHX Text

DATE: 15MAY2025

AutoCAD SHX Text No.

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DATE

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REVISIONS

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SCALE IN FEET

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EX. RAMP

LANDSCAPE

LANDSCAPE

ASPHALT

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CONCRETE

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EX. RETAINING

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ASPHALT

CONCRETE

SAWCUT FULL DEPTH,

REMOVE & LEGALLY

DISPOSE OF 150 S.F.

EX. ASPHALT

25.00'

6.00'

3.41'

8.13' 11.49'

3.99' 3.41'

2852 SOUTH 11TH STREET

SPRINGFIELD. ILLINOIS 62703

P: 217.529.5577

WWW.FUHRMANN-ENG.COM

ISSUED FOR BID

EX. TOPOGRAPHIC SURVEY / DEMOLITION PLAN

C-2.00

N

AutoCAD SHX Text

ILLINOIS OFFICE OF COMPTROLLER

AutoCAD SHX Text JOB No: 25-2332

AutoCAD SHX Text

DATE: 15MAY2025

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

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ASPHALT

CONCRETE

PROP. CONCRETE PAD

(SEE DETAIL THIS SHEET)

570.86 CONC.

570.20 EX. HMA

70.86 CONC.

69.61 EX. H

MA

0.8 6 C

ONC.

9.6 1 E

X. H

MA

570.86 CONC.

569.78 EX. HMA

TEMPORARY CONCRETE

WASH OUT AREA

(SEE DETAIL THIS SHEET)

25.00'

6.00'

PROP. 6' TALL

SECURITY FENCE

X X

3.41'

3.41'

4.00' 4.06'

11.48'

PROP. DUAL 4'

SWINGING GATE

8.18'

PROP. PIPE BOLLARD

(SEE DETAIL THIS SHEET)

CONTRACTOR SHALL UTILIZE THIS AREA

FOR CONTRACTOR PARKING, LAYDOWN

AND STORAGE AREAS

NOTE: REFER TO ELECTRICAL AND/OR

PLUMBING SHEETS FOR ROUTING OF

ELECTRIC AND GAS LINES TO PROPOSED

GENERATOR PAD

2852 SOUTH 11TH STREET

SPRINGFIELD. ILLINOIS 62703

P: 217.529.5577

WWW.FUHRMANN-ENG.COM

ISSUED FOR BID

SITE PLAN / GRADING PLAN

C-3.00

N

NOTES:

1. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHALL

INCLUDE REMOVING AND DISPOSING OF HARDENED CONCRETE

AND/OR SLURRY AND RETURNING THE FACILITIES TO A

FUNCTIONAL CONDITION.

2. FACILITY SHALL BE CLEANED OR RECONSTRUCTED IN A NEW AREA

ONCE WASHOUT BECOMES TWO-THIRDS FULL.

3. EACH STRAW BALE IS TO BE STAKED IN PLACE USING (2) 2"X2"X4'

WOODEN STAKES.

STRAW BALE ANCHOR SECTIONS

Liner Anchor

6" Wire Staple or Sandbag

30-MIL POLYETHYLENE

STRAW BALE

Straw Bale 3' Min

10' Min

' M in

PLAN VIEW

Native Soil 2' Max

30-Mil Polyethylene

Entrench 3"

6" WIRE STAPLE OR SANDBAG

(ANCHOR EVERY 2')

TEMPORARY CONCRETE WASHOUT FACILITY

V

AR

IE

S8"

VA

R

IE

S

TOOLED OR SCORED JOINT

BETWEEN WALK AND CURB2" RADIUS

TOP OF PAVING

PREPARED SUBGRADE 6"

10"

INTEGRAL CONCRETE PAD & CURB

8" REINFORCED P.C. CONCRETE, CLASS SI

FIBER MESH REINFORCEMENT @ 2 LBS./C.Y.

4" COMPACTED AGGREGATE CA-6

(95% COMPACTION)

PREPARED SUBGRADE

(95% COMPACTION)

4' -0

2'

-6

CROWN CONCRETE

BOLLARD TO BE

FILLED WITH 2500

PSI CONCRETE,

PER ASTM A53

SEAL WITH SONNEBORN SL-2 JOINT

SEALANT IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS

(TYPICAL) OR APPROVED EQUAL.

GRADE

1/2" COMPRESSIBLE

FILLER, TYP.

CONCRETE

ENCASEMENT

1'-2"

6"

CONCRETE FILLED

4" DIA., SCH. 40

PIPE

INSTALL BOLLARD COVER ANCHOR AS PER

MANUFACTURER SPECIFICATIONS. BOLLARD

PLASTIC COVER TO BE YELLOW IN COLOR.

SCALE: NTS

PIPE BOLLARD DETAIL

AutoCAD SHX Text

ILLINOIS OFFICE OF COMPTROLLER

AutoCAD SHX Text JOB No: 25-2332

AutoCAD SHX Text

DATE: 15MAY2025

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISIONS

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Room B102

Exercise

Office -- Men

Women

JC

Elevators

Mechanical Room B106

Room B112A

Records Storage B112

Records Storage B112

Fire Alarm B112

Records Storage B109

Mechanical

Room

Admin Services B107

Building Maintenance B106

Room B108

Storage B105

Mail Room B103

Office

Office

Room B101

12 13

2852 SOUTH 11TH STREET

SPRINGFIELD. ILLINOIS 62703

P: 217.529.5577

WWW.FUHRMANN-ENG.COM

BID DOCUMENTS

R24-111

DATE: 04-09-2025

EXPIRES: 11-30-2025

1/8" = 1'-0"

BASEMENT - ELECTRICAL

NORTH

E-1

1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2020 EDITION OF

THE NATIONAL ELECTRIC CODE.

2. PROVIDE A TYPED CIRCUIT DIRECTORY FOR ALL PANELBOARDS.

X

1. ROUTE 4-500 MCM & #3 AWG GND IN A 3" RGS CONDUIT EXPOSED UP

COLUMN.

2. ROUTE 4-500 MCM & #3 AWG GND IN A 3" RGS CONDUIT EXPOSED

VERTICALLY ON SIDE OF BUILDING.

3. ROUTE 4-500 MCM & #3 AWG GND IN A 3" EMT CONDUIT ABOVE CEILING.

4. INSTALL A 600V, 400A, THREE PHASE AUTOMATIC TRANSFER SWITCH

AutoCAD SHX Text

ILLINOIS OFFICE OF COMPTROLLER

AutoCAD SHX Text JOB No: 25-2332

AutoCAD SHX Text

DATE: 14MAY2025

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

REVISIONS

DN

P

RAMP UP

UP

DN

DN

DN

DN UP

DN

DN

FE

FE

FE

KB

ALARM

ANNUNCIATOR

PANEL

FE

FE

P

Men -- Women

Print Dept

Print Dept

Print Dept

Print Dept

Print Dept

Elevators

Print Shop Supplies

Room

EARS Office

EARS Office

EARS Office

EARS Office

Copier

Room

Office

Office

Office

Office

Room

Office 128 Conference Room

Office

Human Resources

Office

Office

Office

Kitchen

Vault

Security Desk

Entry

HR Server

Office

Alarms

Office

Office

Vestibule

Conference Room

Union Office 110A

Room

Mechanical Room

Records Center

Office

Vault

Office

Office

Office

Break Room

Office

Office

Internal Audit

Office

Records Center

Supplies Procurement

Supplies Procurement

Computer Lab

Room 118A

Break Rm 109A

Room 109B

JC

2852 SOUTH 11TH STREET

SPRINGFIELD. ILLINOIS 62703

P: 217.529.5577

WWW.FUHRMANN-ENG.COM

BID DOCUMENTS

R24-111

DATE: 04-09-2025

EXPIRES: 11-30-2025

1/8" = 1'-0"

FIRST LEVEL - ELECTRICAL

NORTH

E-2

1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2020 EDITION OF

THE NATIONAL ELECTRIC CODE.

2. PROVIDE A TYPED CIRCUIT DIRECTORY FOR ALL PANELBOARDS.

X

1. INSTALL 300 KW, NATURAL GAS FIRED EMERGENCY GENERATOR IN THIS

LOCATION. INSTALL GENERATOR ON A 8" THICK CONCRETE PAD. PAD

SHALL EXTEND 6" PAST GENERATOR FOOTPRINT ON ALL SIDES.

2. ROUTE A 3-1/2" GAS LINE BURIED 30" BELOW GRADE. REMOVE SECTION

OF ASHPALT AS REQUIRED. RESTORE SURFACES TO ORIGINAL

CONDITIONS.

3. ROUTE A 3-1/2" GAS LINE EXPOSED ON THE BUILDING. MOUNT GAS LINE

TO BUILDING. GAS LINE ELEVATION SHALL BE ABOVE THE ENTRY CANOPY

INTO THE BUILDING.

4. CONNECT NEW GAS LINE AT EXISTING GAS METER. COORDINATE WITH

GAS UTILITY.

5. ROUTE

BURIED 30" BELOW GRADE. REMOVE SECTION OF ASHPALT AS REQUIRED.

RESTORE SURFACES TO ORIGINAL CONDITIONS.

6. ROUTE

EXPOSED DOWN COLUMN.

AutoCAD SHX Text

ILLINOIS OFFICE OF COMPTROLLER

AutoCAD SHX Text JOB No: 25-2332

AutoCAD SHX Text

DATE: 14MAY2025

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

FE

P

H

DN

UP

UPDN

FE

P

Men

Women

Office

Office

Pre-Audit

Voucher Processing

Office

Elevators

Mechanical

Office

Office

Funds, Receipts, & Collections

Office

Office

Adjustments

Office

Tape Library

Tape Library

Computer Room 213/222

Office

Office

Office

Office

IOC Support

Office

Office

Office

Office

Office 236 Office

Obligations

Office

Office

Conference

Room

Executive Staff

JC

2852 SOUTH 11TH STREET

SPRINGFIELD. ILLINOIS 62703

P: 217.529.5577

WWW.FUHRMANN-ENG.COM

BID DOCUMENTS

R24-111

DATE: 04-09-2025

EXPIRES: 11-30-2025

1/8" = 1'-0"

SECOND LEVEL - ELECTRICAL

NORTH

E-3

1. PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2020 EDITION OF

THE NATIONAL ELECTRIC CODE.

2. PROVIDE A TYPED CIRCUIT DIRECTORY FOR ALL PANELBOARDS.

X

AutoCAD SHX Text

ILLINOIS OFFICE OF COMPTROLLER

AutoCAD SHX Text JOB No: 25-2332

AutoCAD SHX Text

DATE: 14MAY2025

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE

3 PH 4 WIRE

MAIN BREAKER600 AMPS

277/480 VOLTS

CIRCUIT DESCRIPTIONAMP AMP

125 250

20 --

G

A B

N

C

SURFACE MOUNTED PANELBOARD

TAG: PANEL "EMHDP"

PANEL SCHEDULE - PANEL "EMHDP"

CIRCUIT DESCRIPTION

BOILER BLOWER MOTOR

BLANK

BLANK

EXG EMERGENCY PANEL EXG 2ND FLOOR TRANSFORMER

600/3

3 PH 4 WIRE

MAIN BREAKER225 AMPS

120/208 VOLTS

CIRCUIT DESCRIPTIONAMP AMP

100 100

G

A B

N

C

SURFACE MOUNTED PANELBOARD

TAG: PANEL "EMLDP"

PANEL SCHEDULE - PANEL "EMLDP"

CIRCUIT DESCRIPTION

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

MAIL ROOM PANELS SPARE

225/3

-- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

--BLANK -- BLANK

2852 SOUTH 11TH STREET

SPRINGFIELD. ILLINOIS 62703

P: 217.529.5577

WWW.FUHRMANN-ENG.COM

BID DOCUMENTS

R24-111

DATE: 04-09-2025

EXPIRES: 11-30-2025

X

277/480V, 600A

DISCONNECT

SWITCH

300 KW

GENERATOR

EXG 277/480V

MAIN

SWITCHGEAR

600A

AUTOMATIC

TRANSFER

SWITCH

277/480V, 600A

PANEL EMHDP

480V x 120/208V, 75 KVA

TRANSFORMER 5

120/208V, 225A

PANEL EMLDP

NO SCALE

ONE LINE POWER DIAGRAM1

E-4

3 4 6

120/208V, 100A

MAIL ROOM

PANEL

EXG 277/480V,

125A

EMERGENCY

PANEL

EXG 480V x 120/208V, 225

KVA

TRANSFORMER

EXG BOILER

BLOWER

MOTOR

LIGHTING SCHEDULE

TAG MANUF. CAT. NO. VOLT DESCRIPTION

A

WATTS

STONCO UNV VARIES WALL MOUNTED LED FLOOD LIGHT. PROVIDE WITH INTEGRAL

PHOTOCELL.

SF80SCTG310PCBBZ

AutoCAD SHX Text

ILLINOIS OFFICE OF COMPTROLLER

AutoCAD SHX Text JOB No: 25-2332

AutoCAD SHX Text

DATE: 14MAY2025

AutoCAD SHX Text No.

AutoCAD SHX Text

DATE