2025.10.23_VoS-Concrete_Storage_Improvement_-_PERMIT_SET.pdf

LOCATION MAP

SYMBOL LIST

-DWG #

SHT #

SHT #

DWG #

SHT #

DWG #

SHT #

DWG #

ITEM # -

FEC #

MATERIAL SYMBOLS

ABBREVIATIONS

INDEX OF DRAWINGS

GENERAL NOTES

DescriptionSheet Description Sheet

FIRE EXTINGUISHER &

FIRE EXTINGUISHER

CABINET TYPE

SECTION

TARGET

DETAIL

TARGET

EXTERIOR ELEVATION

TARGET

INTERIOR ELEVATION

TARGET

DWG #

SHT #

DETAIL BLOW-UP

ACOUSTICAL TILE/PLASTER

FACE BRICK

CONCRETE

PLYWOOD

WOOD BLOCKING

CONCRETE MASONRY UNIT

FINISH WOOD ALUMINUM

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

STEEL

SAND, MORTAR, OR GROUT

EARTH

GRANULAR FILL

ASPHALT PAVING

ROOM NAME

AND NUMBER

DOOR OR FRAMED

OPENING TARGET

NORTH ARROW

WALL OR TOILET

ACCESSORY TAG

WINDOW TAGITEM #

ITEM # WOOD CASEWORK

TAG

PLASTIC LAMINATE

CASEWORK TAG

ITEM #

TOP / JOIST BRG.

ELEV. = 0'-0"

ELEVATION TARGET

(VERTICAL HEIGHT)

COLUMN LINE

PARTITION TYPE

TAG

ACOUST - ACOUSTICAL

AFF - ABOVE FINISHED FLOOR

ALUM - ALUMINUM

ASS'Y - ASSEMBLY

AT - ACOUSTICAL TILE

BD - BOARD

BLDG - BUILDING

BRG - BEARING

BUR - BUILT UP ROOF

CJ - CONTROL JOINT

CLG - CEILING

CLR - CLEAR

CMU - CONCRETE MASONRY UNIT

COL - COLUMN

CONC - CONCRETE

CONT - CONTINUOUS

CPT - CARPET

CT - CERAMIC TILE

DIA - DIAMETER

DIM - DIMENSION

DN - DOWN

DOCS. - DOCUMENTS

DR - DOOR

DTL - DETAIL

DWG - DRAWING

EA - EACH

EJ - EXPANSION JOINT

EL - ELEVATION

ELEC - ELECTRICAL

ELEV - ELEVATOR

EQ - EQUAL

EWC - ELECTRIC WATER COOLER

EXIST - EXISTING

FDN - FOUNDATION

FE - FIRE EXTINGUISHER

FEC - FIRE EXTINGUISHER CABINET

FH - FIRE HYDRANT

FIN - FINISH

FIXT - FIXTURE

FLR - FLOOR

FT - FOOT/FEET

GA - GAUGE

GALV - GALVANIZED

GYP - GYPSUM

HGT - HEIGHT

HM - HOLLOW METAL

HORIZ - HORIZONTAL

HP - HIGH POINT

ID - INSIDE DIAMETER

INSUL - INSULATION

LBS - POUND

LP - LOW POINT

LOC - LOCATION

MANUF - MANUFACTURER

MASRY - MASONRY

MAX - MAXIMUM

MECH - MECHANICAL

MTL - METAL

MIN - MINIMUM

MJ - MOVEMENT JOINT

MO - MASONRY OPENING

NIC - NOT IN CONTRACT

NOM - NOMINAL

NTS - NOT TO SCALE

OC - ON CENTER

OD - OUTSIDE DIAMETER

OPER - OPERABLE

OPG - OPENING

OP H - OPPOSITE HAND

OZ - OUNCE

PLT - PLATE

PLAM - PLASTIC LAMINATE

PLYWD - PLYWOOD

PREFIN - PRE-FINISHED

R - RISERS

RAD - RADIUS

REINF - REINFORCED

REQ,D - REQUIRED

RM - ROOM

RRD - RAISED RUBBER DISC TILE

SC - SOLID CORE

SCHED - SCHEDULE

SHT - SHEET

SIM - SIMILAR

SPEC - SPECIFICATION

SS - STAINLESS STEEL

STD - STANDARD

STL - STEEL

STOR - STORAGE

STRUCT - STRUCTURE

SQ - SQUARE

TEL - TELEPHONE

TEMP - TEMPERED

THK - THICK

TYP - TYPICAL

UNO - UNLESS NOTED OTHERWISE

VERT - VERTICAL

VCT - VINYL COMPOSITION TILE

VIF - VERIFY IN THE FIELD

W/ - WITH

W/O - WITHOUT

WD - WOOD

WP - WATERPROOF

A. SCOPE OF WORK AND GENERAL CONDITIONS

1. THESE GENERAL NOTES APPLY TO ALL WORK IN THIS PROJECT.

2. THIS SET OF DOCUMENTS CONSISTS OF ALL SHEETS LISTED IN THE INDEX OF DRAWINGS ON THE TITLE SHEET, THE SPECIFICATIONS AND ALL ADDENDA. WORK SHOWN ON ANY OF THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND/OR FIRE PROTECTION DRAWINGS, WHERE APPLICABLE, INVOLVING ANY ONE TRADE SHALL BE PERFORMED BY THAT PARTICULAR TRADE WHETHER SUCH REQUIRED WORK IS SHOWN ON THE DRAWINGS BELONGING TO THAT PARTICULAR CATEGORY OR NOT. FOR CONFLICTS OR INCONSISTENCIES THAT MAY ARISE BETWEEN THE VARIOUS DOCUMENTS THE BIDDER SHALL ASSUME THE MORE STRINGENT OR SEVERE CONDITION.

3. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS.

THE CONTRACTORS SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT IN CONTRACT (N.I.C.). THEY SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THAT OF ALL OTHER TRADES. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKERS IN ACCORDANCE WITH THE BEST PRACTICES OF EACH TRADE.

4. THE CONTRACTORS SHALL SUPPLY ALL LABOR, TRANSPORTATION, APPARATUS, SCAFFOLDING, ANY TOOLS NECESSARY FOR THE COMPLETION OF THE WORK. THEY SHALL MAINTAIN AND REMOVE ANY TEMPORARY EQUIPMENT, AND CONSTRUCT IN EXCELLENT AND WORKMANLIKE MANNER THE COMPLETE WORK AND EVERYTHING PROPERLY INCIDENTAL THERETO AS STATED IN THE CONTRACT DOCUMENTS OR REASONABLY IMPLIED THEREFROM. IT IS NOT THE INTENT OF THE CONTRACT DOCUMENTS TO SET FORTH IN DETAIL EVERY ITEM NECESSARY TO PROVIDE FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTORS MUST BE QUALIFIED FOR THIS WORK AND MUST, WITHOUT DIRECTION, FURNISH AND INSTALL EVERYTHING NECESSARY TO PROVIDE CONSTRUCTION IN A COMPLETE AND ACCEPTABLE ORDER READY FOR USE WITHOUT ANY ADDITIONAL WORK.

ALL PARTS MUST BE COORDINATED, COMPLETE, READY TO OPERATE AND DELIVERED TO THE OWNER IN NEW CONDITION.

5. DUE TO THE NATURE OF RENOVATION WORK, THE BIDDER SHALL CONSIDER CONTINGENCIES IN THE BID. NO ADDITIONAL FUNDS WILL BE PROVIDED FOR EXISTING FIELD CONDITIONS THAT MAY ARISE, IF IT IS DEEMED BY THE ARCHITECT THAT THE CONTRACTORS COULD HAVE ANTICIPATED A PROBLEM FROM A FIELD VISIT. THE CONSTRUCTION DOCUMENTS ARE SCOPE DOCUMENTS AND AS SUCH MAY NOT DETAIL EXISTING CONDITIONS EXACTLY; HOWEVER, THIS DOES NOT RELEASE THE BIDDER FROM CAREFULLY REVIEWING THE EXISTING CONDITIONS THAT AFFECT THE WORK.

6. THE CONTRACTORS ACKNOWLEDGE AND AGREE THAT THEY HAVE INDIVISIBLE, INDELEGABLE, INTRANSFERABLE, AND CONTRACTUAL OBLIGATION TO THE OWNER TO MAKE THEIR OWN INSPECTIONS ON THEIR OWN WORK AT THE STAGES OF CONSTRUCTION, AND SHALL SUPERVISE AND SUPERINTEND PERFORMANCE OF WORK IN SUCH MANNER AS TO ENABLE THEM TO CONFIRM, CERTIFY AND CORROBORATE AT ALL TIMES THAT ALL WORK HAS BEEN EXECUTED STRICTLY, LITERALLY, RIGIDLY, AND INFLEXIBLY IN ACCORDANCE WITH THEIR METHODS, MATERIALS AND STANDARDS.

7. THE CONTRACTORS WILL REPAIR AND/OR REPLACE ALL DAMAGED MATERIALS THAT ARE FOUND TO HAVE BEEN MADE DURING THE COURSE OF THE WORK AND CLEANUP PROCEDURE. REPAIR SHALL MEAN THE ITEM(S) ARE RETURNED TO THEIR ORIGINAL STATE, AS A MINIMUM, AS DETERMINED BY

THE OWNER AND THE ARCHITECT.

8. ALL CONTRACTORS SHALL BE LICENSED TO PRACTICE IN THE JURISDICTION OF THE SITE.

B. CONTRACT DRAWINGS AND SPECIFICATIONS

1. THE CONTRACTORS ARE REQUIRED TO THOROUGHLY INSPECT THESE DRAWINGS AND SPECIFICATIONS AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES AND/OR CONFLICTS IN

WRITING BEFORE PROCEEDING WITH THE WORK.

2. EACH TRADE IS REQUIRED TO THOROUGHLY EXAMINE THESE DRAWINGS AND INSPECT THE EXISTING CONDITIONS AT THE JOB SITE TO IDENTIFY

POTENTIAL PROBLEMS, CONFLICTS, DISCREPANCIES OR INTERFERENCE WITH OTHER TRADES.

3. ALL CONTRACTORS SHALL EXAMINE AND BE RESPONSIBLE FOR ALL ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS AND

SPECIFICATIONS WHEN ESTABLISHING THE SCOPE OF WORK FOR THEIR RESPECTIVE TRADES.

4. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND CONSTRUCTION MATERIALS. ALL SHEETS ARE TO BE REVIEWED AND NOTES ON

ANY ONE SHEET ARE TO BE APPLIED TO ALL RELATED DRAWINGS AND DETAILS.

5. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

6. DRAWINGS MAY BE DISTORTED AND ARE NOT TO BE SCALED. WRITTEN DIMENSIONS GOVERN; LARGE SCALE DETAILS GOVERN OVER SMALL SCALE

DRAWINGS.

7. ARCHITECTURAL DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER ENGINEERING DIMENSIONS AND NOTES. IF DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS ARE DISCOVERED, CONTACT ARCHITECT FOR INTERPRETATION.

C. EXISTING CONDITIONS

1. ALL CONTRACTORS SHALL VERIFY AND BE FAMILIAR WITH THE EXISTING CONDITIONS AS AFFECTED BY THE SCOPE OF WORK TO BE PERFORMED. BY SUBMITTING A BID OR EXECUTING THE CONTRACT, THE CONTRACTORS REPRESENT THAT THEY HAVE VISITED THE SITE AND FAMILIARIZED

THEMSELVES WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED.

2. NO REQUESTS FOR ADDITIONAL FUNDS WILL BE ALLOWED DUE TO IGNORANCE OF EXISTING CONDITIONS OR INTERFERENCE WITH THE WORK OF

OTHER TRADES.

3. THE CONTRACTORS SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BETWEEN THE

EXISTING CONDITIONS AND THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS.

4. THE CONTRACTORS MUST VERIFY ALL EXISTING CONDITIONS AT THE SITE. WHERE REQUIRED, NEW WORK MUST BE ADAPTED TO FIT EXISTING

CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.

5. EXISTING CONDITIONS ARE INDICATED FOR THE CONTRACTORS' CONVENIENCE ONLY. IT IS THE CONTRACTORS' RESPONSIBILITY TO VERIFY EXISTING CONDITIONS AS THEY ARE AFFECTED BY THE WORK. THE ARCHITECT DOES NOT WARRANT THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS SHOWN. NO ADDITIONAL FUNDS WILL BE AUTHORIZED FOR THE CONTRACTORS' IGNORANCE OF EXISTING CONDITIONS AND

THEIR IMPLICATIONS.

D. DEMOLITION AND REMOVALS

1. OWNER SHALL HAVE THE OPTION OF SELECTING ANY OR ALL OF THE ITEMS WHICH ARE DESIGNATED TO BE REMOVED BY THE CONTRACTORS AS SALVAGE FOR THE OWNER. CONTRACTORS SHALL REMOVE SUCH ITEMS WITH EXTREME CARE AND RETURN SUCH ITEMS TO THE OWNER.

2. OWNER SHALL REMOVE AND/OR RELOCATE PORTABLE EQUIPMENT, FURNITURE, ETC. WHICH WILL BE IN CONFLICT WITH NEW CONSTRUCTION.

E. CUTTING AND PATCHING

1. THE CONTRACTORS SHALL COORDINATE ALL WORK WITH ADJACENT AND AFFECTED TRADES. THE CONTRACTORS SHALL PERFORM ALL CUTTING, PATCHING AND FITTING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED OR IMPLIED ON THE DRAWINGS AND ALL OTHER WORK AS MAY BE REQUIRED TO COMPLETE THE JOB. PATCH AND REPAIR FLOORS, WALLS, CEILINGS, ETC. AS REQUIRED TO MATCH ADJACENT SURFACES AND/OR AS

INDICATED ON THE DRAWINGS.

F. MATERIALS, ASSEMBLIES AND INSTALLATION

1. IT IS THE CONTRACTORS' RESPONSIBILITY TO COORDINATE AND ACCURATELY LOCATE ELECTRICAL, MECHANICAL AND PLUMBING DEVICES WITH CASEWORK AND OTHER CONSTRUCTION TO AVOID CONFLICTS. NO ADDITIONAL FUNDS WILL BE AUTHORIZED BY THE ARCHITECT FOR

MISCOORDINATED WORK.

G. SITE CONDITIONS

1. ACTIVE PIPES, CONDUITS AND OTHER UTILITIES OF ALL TYPES, WHETHER SHOWN OR NOT, MUST BE PROTECTED BY THE CONTRACTORS AT ALL TIMES DURING THE CONSTRUCTION OF THE WORK. EXTREME CARE SHALL BE EXERCISED AT ALL TIMES NOT TO DAMAGE ANY SUCH PIPES AND CONDUITS. WHERE DAMAGE OCCURS, THE CONTRACTORS SHALL REPAIR SUCH DAMAGE IN A MANNER APPROVED BY THE ARCHITECT, AT NO

ADDITIONAL COST TO THE OWNER.

2. UNLESS SPECIFICALLY OTHERWISE APPROVED BY THE OWNER, ALL MECHANICAL, PLUMBING AND/OR ELECTRICAL LINES MUST BE KEPT ACTIVE DURING AND/OR AFTER CONSTRUCTION. WHERE THEY INTERFERE WITH THE NEW OR REMODELING WORK, THEY MUST BE TEMPORARILY RELOCATED DURING CONSTRUCTION AND PERMANENTLY RELOCATED AFTER CONSTRUCTION, TO LOCATIONS APPROVED BY THE ARCHITECT, AT

NO ADDITIONAL COST TO THE OWNER.

3. THE CONTRACTORS SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THE SAFETY OF THE STRUCTURE AND ITS INHABITANTS

4. THROUGHOUT THE PERIOD OF DEMOLITION AND CONSTRUCTION, PROVIDE ALL NECESSARY ACCOMMODATIONS TO KEEP THE TENANT-OCCUPIED PORTIONS OF THE BUILDING OPERATIONAL AND SAFE. THESE ACCOMMODATIONS INCLUDE, BUT ARE NOT LIMITED TO MECHANICAL SYSTEMS, ELECTRICAL AND COMMUNICATION WIRING, PLUMBING SYSTEMS, NOISE AND DUST CONTROL, TEMPORARY SIGNAGE, AND LIFE SAFETY MEASURES.

5. ALL CORRIDORS ARE TO BE KEPT FREE OF REFUSE AND CONSTRUCTION MATERIAL. CONTRACTORS SHALL DISPOSE OF DEMOLISHED MATERIALS

OFF SITE AND PROVIDE DUMPSTERS AS REQUIRED.

H. SITE RESTORATION

1. WHETHER OR NOT SPECIFICALLY INDICATED, THE CONTRACT DOCUMENTS REQUIRE THAT THE CONTRACTORS SHALL INCLUDE AS A PART OF THEIR BID PROVISIONS FOR PROVIDING SITE RESTORATION FOR ANY PORTION OF THE SITE AFFECTED BY THE WORK. THIS SITE RESTORATION SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO RESTORING EXISTING LANDSCAPING, WALKS AND ROADWAYS TO A CONDITION ACCEPTABLE TO THE

ARCHITECT.

J. UNDERGROUND UTILITIES

1. THE CONTRACTORS SHALL EXERCISE CARE IN EXCAVATION AND CONSTRUCTION SO AS NOT TO DISTURB EXISTING UNDERGROUND SITE UTILITIES (UNLESS SPECIFICALLY DOCUMENTED TO DO SO.) THE CONTRACTORS SHALL EMPLOY A SERVICE TO LOCATE SUCH UTILITIES AND SHALL CONSULT WITH THE OWNER AS TO POSSIBLE LOCATIONS OF UNDERGROUND UTILITIES. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO RESTORE SERVICE AND PAY FOR ANY UTILITY FEES IN CONNECTION WITH RESTORATION OF SERVICE IN THE EVENT OF DISRUPTION DUE TO EXCAVATION OR

CONSTRUCTION.

CONCRETE STORAGE IMPROVEMENT

at for the Village of Schaumburg 714 S Plum Grove Rd, Schaumburg, IL 60193

ENGINEERING AND PUBLIC WORKS YARD

COVER SHEETG0.1

SITE REFERENCER1.1

DEMO WORKA0.1

NEW WORKA1.1

ELEVATIONSA3.1

A3.2

PUBLIC WORKS YARD

714 S PLUM GROVE RD

SCHAUMBURG, IL 60193

DETAILS

SITE LAYOUT & GRADING PLANC2.0

GENERAL NOTES - STRUCTURAL S0.1

FOUNDATION PLAN AND DETAILSS1.0

NXG

COVER SHEET

G0.1

REVISIONS

No. Date By

Issue Date:

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CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

714 S Plum Grove Rd

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10-23-2025

October 23, 2025

S P

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X X

X X

XXXXX

XX

X X

X

X X

SITE PLAN

SCALE:1 1:50

DEMONEW

NEW CAST-IN-PLACE CONCRETE YARD STORAGE

REVISIONS

No. Date By

Issue Date:

Drawn by:

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CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

P R

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R

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S

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714 S Plum Grove Rd

October 1, 2025

NXG

SITE REFERENCE

R1.1

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F

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X

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X

X

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X X X

X X X X X X X X

DEMOLITION PLAN

SCALE:1 1/8" = 1'-0"

DEMOLITION WORK NOTES

1. CONCRETE STORAGE WALL: WHERE INDICATED WITH HATCH, DEMOLISH COMPLETE EXISTING CONCRETE STORAGE WALLS INCLUDING BUT NOT LIMITED TO; REBAR, SUPPORTS, ANCHORS, FOUNDATIONS, ETC, CUT DOWN EXISTING FOUNDATION WALL TO TOP OF NEW CONCRETE SLAB - SEE STRUCTURAL SHEETS FOR

MORE INFORMATION.

2. ASPHALT PAVEMENT: WHERE INDICATED WITH HATCH, DEMOLISH COMPLETE ASPHALT PAVEMENT INCLUDING BUT NOT LIMITED TO; ASPHALT SURFACE, BASE, AND SUB-GRADE. EXISTING DIRT BENEATH TO REMAIN FOR NEW CONCRETE FOUNDATION. PROTECT ADJACENT SURFACES AND FENCE. REFER TO STRUCTURAL AND

CIVIL FOR FURTHER INFORMATION.

�. FENCE: WHERE INDICATED, CAREFULLY REMOVE EXISTING PORTION OF FENCE INCLUDING BUT NOT LIMITED

TO; CHAIN-LINK GRATE, WOOD PANELS, POSTS, SUPPORTS, ETC. PROTECT ADJACENT FENCE.

EXISTING 24" DIAMETER CATCHBASIN

EXISTING BOLLARDS, PROTECT

'-0

+/- 99-10"

REVISIONS

No. Date By

Issue Date:

Drawn by:

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CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

P R

O G

R

ES

S

SE

T

714 S Plum Grove Rd

October 1, 2025

NXG

DEMO WORK

A0.1

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X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X

X

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN)

(TO REMAIN &

BE PROTECTED)

(TBR)

X X

X X

X X

X X

X X X X X X X X X X X X X X

X X

X X

X

X X

X X

X X

X X

X X

X X

X

SAWCUT PAVEMENT,

FULL DEPTH

PROPERTY LINE

(TO REMAIN)

X X

X X

XXXX

(TBR)

ASPHALT PAVEMENT

REMOVAL, FULL DEPTH

CONCRETE WALL REMOVALX

SAWCUT PAVEMENT, FULL DEPTH

TO BE REMOVED(TBR)

DEMOLITION LEGEND

JULIE

CALL BEFORE

YOU DIG

REVISIONS

No. Date By

Issue Date:

Drawn by:

Sheet Title

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Project Number:

23036

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CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

IS

SU

ED

F

O R

P

ER

M

IT

714 S Plum Grove Rd

OCTOBER 22, 2025

C2.0

EXISTING CONDITIONS

& DEMOLITION PLAN

JDL

1" = ' (HORIZONTAL)

20100

IS

SU

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F

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P

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M

X

X

X

X X

X X

X

X

738.97 TC

738.80 PBOLLARD

ROOF OVERHANG

739.45 P

739.80 P

0.5% 0.5%

1.

0%

4.

1%

M-2.12 CURB

739.47 TC

739.30 P

739.00 MEET EX. P

739.00 MEET EX. P

738.92 MEET EX. P

739.70 P 739.55 P

739.30 P

1.

0%

1.

0%

739.35 P

739.55 P

739.50 P 739.45 P

739.10 P

739.43 MEET EX. P

0.

7% 0.

9% 0.

7%

739.31 TC

739.14 P

739.15 TC

738.98 P

739.65 MEET EX. P 739.87 MEET EX. P 740.06 MEET EX. P 739.40 MEET EX. P

7.

3%

5.

0%

2.

5%

15.0'

739.00 P

739.00 P

739.00 P

CONCRETE BLOCK WALL,

SEE ARCHITECTURAL PLANS

0.67', TYP.

53.2'

101.1'

0.2%

0.5%0.5%

BOLLARDS

4' X 4' CONCRETE COLLAR

COMPACTED SUBGRADE

1.5" HMA SURFACE COURSE

3.5" HMA BINDER COURSE, 19mm

BIT. PRIME COAT, MC-30, 0.35 GAL/SY

10" AGGREGATE BASE, DENSE GRADED

X X X X

6 x 6 - W2.9 X W2.9 WWF @ MIDPOINT

OF CONCRETE THICKNESS

COMPACTED SUBGRADE

P.C. CONCRETE PAVEMENT, 8"

AGGREGATE BASE, TYPE B, 4"

X X

4' 4'

3"

18" DIA.

6" DIA. SCHEDULE 40 STEEL PIPE

FILLED WITH CLASS SI CONCRETE.

PAINT COLOR TO BE SELECTED

BY OWNER.

CONCRETE CROWN

1/2" EXPANSION JOINT WITH

SEALANT AND BACKER ROD

AUGURED HOLE FILLED

WITH CLASS SI CONCRETE

SEE DETAIL FOR PAVEMENT

SECTION INFORMATION

SUBGRADE

4'

1' 1'

1'1' 2' LID

(2) #4 BARS (TYP)

COMPACTED SUBGRADE

P.C. CONCRETE PAVEMENT, 6"

AGGREGATE BASE, TYPE B, 4"

(2) #4 BARS AROUND

FRAME & GRATE

2% (TYP) 2% (TYP)

4'

1" = ' (HORIZONTAL)

20100

C2.0

SITE LAYOUT &

GRADING PLAN

JDL

REVISIONS

No. Date By

Issue Date:

Drawn by:

Sheet Title

Sheet Number

Project Number:

23036

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CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

IS

SU

ED

F

O R

P

ER

M

IT

714 S Plum Grove Rd

OCTOBER 22, 2025

HEAVY DUTY

BITUMINOUS PAVEMENT

HEAVY DUTY

CONCRETE PAVEMENT

LEGEND

JULIE

CALL BEFORE

YOU DIG

SPOT ELEVATION

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

700.00 P

DRAINAGE ARROW

CONCRETE BLOCK WALL

Scale:

HEAVY DUTY BITUMINOUS PAVEMENT DETAIL

NOT TO SCALEScale:

HEAVY DUTY CONCRETE PAVEMENT DETAIL

NOT TO SCALE

Scale:

CURB & GUTTER DETAIL

NOT TO SCALE

Scale:

HEAVY DUTY BITUMINOUS PAVEMENT DETAIL

NOT TO SCALE

Scale:

CONCRETE COLLAR DETAIL

NOT TO SCALE

IS

SU

ED

F

O R

P

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M

X

X

X

X

X X

X X

X X

X

X

X

X X

X X

X X X X

NEW WORK NOTES

1. LARGE FORMAT CONCRETE BLOCK: WHERE INDICATED, FURNISH AND INSTALL NEW LARGE FORMAT CONCRETE BLOCK 2'-0"H X 6'-0"W X 2'-0"D. SEE PLANS, DETAILS, CIVIL, AND STRUCTURAL FOR MORE

INFORMATION.

2. PRE-ENGINEERED TENSION FABRIC STRUCTURE: WHERE INDICATED, FURNISH AND INSTALL PRE-ENGINEERED TENSION FABRIC STRUCTURE WITH POWDER COATED STEEL TRUSS SYSTEM. ALL FABRICS SHALL BE FIRE RESISTANT TO NFPA 701. MANUFACTURER TO PROVIDE IL PROFESSIONAL SEALED STRUCTURAL DRAWINGS.

SEE PLANS, ELEVATIONS, AND STRUCTURAL FOR MORE INFORMATION.

MANUF: GNB GLOBAL OR EQUAL

CONTACT: DEREK.HARTMAN@GNB.GROUP

BASE BID: 36' - 0" x 47' - 0" STRUCTURE

3. CONCRETE SLAB: WHERE INDICATED, FURNISH AND INSTALL NEW 8" CONCRETE SLAB COMPLETE. SLOPE SLAB TOWARDS EXISTING CATCH BASIN - SEE CIVIL, AND STRUCTURAL FOR MORE INFORMATION.

4. ASPHALT PAVEMENT: WHERE INDICATED, FURNISH AND INSTALL NEW ASPHALT PAVEMENT COMPLETE. SLOPE

TOWARDS EXISTING CATCH BASIN - SEE CIVIL, AND STRUCTURAL FOR MORE INFORMATION.

5. BOLLARDS: WHERE INDICATED, FURNISH AND INSTALL NEW 6" DIAMETER BOLLARD (QTY 4)

SEE DETAIL 1/A3.2

6. FENCING: FURNISH AND INSTALL NEW FENCING TO MATCH EXISTING ADJACENT FENCE.

PARTIAL SITE PLAN - NEW

SCALE:1 1/8" = 1'-0"

EXISTING ADJACENT FENCE. PROTECT

TYP.

TYP.

TYP.

'-0

EXISTING STORM

'-0

TYP.

CONCRETE SLAB CONTROL JOINTS

91'-0"

M-2.12 CURB - SEE CIVIL EXISTING CATCH BASIN.

SLOPE NEW SLAB AND ASPHALT

TOWARDS EXISTING CATCH BASIN

SEE CIVIL

'-2

'-0

+/- 99'-10"

EXISTING BOLLARDS.

PROTECT

2'-0"

18'-0"

2'-0"

18'-0"

2'-0" 2'-0"

43'-0"

2'-0" 2'-0"

+/-5'-2"

6'- 0"

9'- 0"

6'- 0"

9'- 0"

6'- 0"

91'-0"8"

8"

8"

8"

REVISIONS

No. Date By

Issue Date:

Drawn by:

Sheet Title

Sheet Number

Project Number:

23036.1

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S, IN

A

RC

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A ss oc ia te s, In c.

CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

P R

O G

R

ES

S

SE

T

714 S Plum Grove Rd

October 1, 2025

NXG

NEW WORK

A1.1

IS

SU

ED

F

O R

P

ER

M

FRONT ELEVATION - NORTH

SCALE:1 1/4" = 1'-0"

SIDE ELEVATION - EAST

SCALE:2 1/4" = 1'-0"

POWDER COATED

STEEL TRUSS SYSTEM

SOUTH FACE OF CANOPY

TO BE COVERED

NEW CANOPY SYSTEM TO BE ANCHORED TO

NEW. SEE STRUCTURAL FOR FURTHER

INFORMATION.

T/ SLAB

ELEVATION = 0' - 0"

T/ CONCRETE BLOCK WALL

ELEVATION = 10' - 0"

T/ CANOPY STRUCTURE

ELEVATION = 27' - 6"

SPRAY PAINT MAX FILL LINE AT 8'-0"

AFF, TYP ALL INTERIOR FACES.

SEE STRUCTURAL FOR CONCRETE BLOCK

REINFORCING.

REVISIONS

No. Date By

Issue Date:

Drawn by:

Sheet Title

Sheet Number

Project Number:

23036.1

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S, IN

A

RC

O N

A ss oc ia te s, In c.

CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

P R

O G

R

ES

S

SE

T

714 S Plum Grove Rd

October 1, 2025

NXG

ELEVATIONS

A3.1

IS

SU

ED

F

O R

P

ER

M

1" TALL ROUNDED CONCRETE CAP

6" DIAMETER GALVANIZED STEEL PIPE

FILLED WITH CONCRETE

PAINT (2) COATS OF TRAFFIC YELLOW

CEMENT WASH SLOPED 1" ABOVE PAVING

6" 1'-6"

1" 4'-

2" 3'-

6"

BOLLARD DETAIL

SCALE:1 3/4" = 1'-0"

REVISIONS

No. Date By

Issue Date:

Drawn by:

Sheet Title

Sheet Number

Project Number:

23036.1

TH

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A

RC

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A ss oc ia te s, In c.

CONCRETE

STORAGE

IMPROVEMENT

Schaumburg, IL 60193

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, Illinois 60193 for the

ENGINEERING AND

PUBLIC WORKS YARD

at

P R

O G

R

ES

S

SE

T

714 S Plum Grove Rd

October 1, 2025

NXG

DETAILS

A3.2

IS

SU

ED

F

O R

P

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M

EXCAVATION:

1. PROVIDE TEMPORARY SHEETING AS REQUIRED IF THE NATURE OF THE MATERIAL

DOES NOT ALLOW FOR GRADUAL SLOPING TO THE EXCAVATION.

2. REMOVE ALL SOFT, LOOSE, FILL, OR ORGANIC MATERIAL WHICH MAY BE IN THE

FINAL GRADING BENEATH THE BUILDING SLAB.

ALLOWABLE SOIL BEARING PRESSURE:

1. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED NET ALLOWABLE SOIL

BEARING OF 3000 PSF TO BE VERIFIED AT THE TIME OF EXCAVATION.

2. ALL BEARING ALLOWABLES SHALL BE FIELD VERIFIED BY A QUALIFIED SOIL TESTING

LABORATORY.

3. IF FOR ANY REASON THE INDICATED BEARING ALLOWABLE IS NOT ATTAINABLE AT

ELEVATIONS SHOWN ON THE DRAWINGS, THE ARCHITECT/ENGINEER SHALL BE

NOTIFIED IMMEDIATELY.

4. BEARING SHALL BE ON VIRGIN, UNDISTURBED NATURAL MEDIUM DENSE

GRANULAR SOILS, STIFF COHESIVE SOILS, OR IF FILL IS REQUIRED, IT SHALL BE

APPROVED FOR USE BY THE PROJECT TESTING LABORATORY, AND SHALL BE

COMPACTED IN ACCORDANCE WITH APPROPRIATE ASTM STANDARDS TO OBTAIN

REQUIRED ALLOWABLE BEARING PRESSURE.

BACKFILLING:

1. ALL BACKFILL MATERIALS ALONG FOUNDATION WALLS AND UNDER BUILDING

SLABS SHALL BE FREE DRAINING AND SUBJECT TO THE REVIEW OF THE

ARCHITECT/ENGINEER.

2. BACKFILLING SHALL BE DONE EVENLY ON BOTH SIDES OF WALLS.

3. RETAINING WALLS SHALL BE BACKFILLED ONLY AFTER HAVING REACHED DESIGN

STRENGTH OR WHILE BEING TEMPORARILY BRACED UNTIL FINAL CURING OF ITS

FINAL SUPPORT.

4. FILL MATERIALS FOR ALL SLAB AREAS SHALL BE PLACED IN LAYERS NOT EXCEEDING

9" AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE

WITH ASMT D1557, UNTIL FINAL GRADE IS ATTAINED.

5. ALL SLAB ON GRADE AREAS SHALL BE PROOF ROLLED WITH THE HEAVIEST

EQUIPMENT AVAILABLE (25 TONS) AND ALL SOFT SPOTS SHALL BE REMOVED AND

REPLACED WITH APPROVED FILL MATERIALS, TO THE REQUIRED GRADES.

CONCRETE:

1. ALL CONCRETE SHALL BE DESIGNED, MIXED, AND PLACED IN ACCORDANCE WITH

ACI RECOMMENDATIONS, REQUIREMENTS, AND STANDARDS.

2. CONTRACTOR SHALL PROVIDE THE ARCHITECT/ENGINEER SUFFICIENT TIME TO

ALLOW FOR REVIEW OF THE MIX DESIGN AND CYLINDER TEST RESULTS, AND SHALL

NOT PROCEED WITHOUT ARCHITECT/ENGINEER COMMENT.

3. CEMENTITIOUS MATERIAL - READY MIX SUPPLIER MAY SUBSTITUTE FLY ASH AS 25%

OF THE TOTAL CEMENT MIX TO MAINTAIN THE WATER CEMENT RATIO AND

MINIMUM STRENGTHS NOTED.

4. CALCIUM CHLORIDE, OR ADMIXTURES CONTAINING THE SAME, SHALL NOT BE

PERMITTED.

5. CONCRETE MAY CONTAIN WATER REDUCING ADMIXTURE AND ALL CONCRETE

SUBJECT TO FREEZE-THAW SHALL BE AIR ENTRAINED.

6. SEE CIVIL DRAWINGS AND SITE WORK SPECIFICATIONS FOR SITE WORK

CONCRETE STRENGTHS, I.E. SIDEWALKS, CURBS, ETC.

7. PROVIDE CONCRETE WITH 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS:

CONCRETE SLAB-ON-GRADE AND WALL CONSTRUCTION JOINTS:

1. LIMIT LENGTHS OF WALL PLACEMENTS TO NO MORE THAN 60 FEET.

2. COORDINATE SLAB FINISHES WITH ARCHITECTURAL DRAWINGS AND PROJECT

SPECIFICATIONS, NOTE AREAS INDICATED ON THE ARCHITECTURAL/STRUCTURAL

DRAWINGS WHICH MAY REQUIRE A HAND RUB FINISH OF EXPOSED CONCRETE

SURFACES.

3. CONTRACTOR TO SUBMIT A LAYOUT OF SLAB CONTROL JOINTS FOR REVIEW BY

THE ARCHITECT/ENGINEER.

4. SLAB CONSTRUCTION JOINTS SHALL BE A BEVELED FORMED KEYWAY AT MID SLAB

DEPTH. KEYWAYS AT WALL JOINTS AND WALL TO FOOTING WILL BE A FORMED

KEYWAY.

5. HOLD ALL WWR 1" CLEAR FROM TOP OF SLAB AND 1" CLEAR FROM CONTROL AND

CONSTRUCTION JOINTS.

CONCRETE REINFORCEMENT:

1. ASTM A615-60; PLACE TO ACI CLEARANCES UNLESS DETAILED OTHERWISE.

2. ALL REINFORCING SHALL BE PLACED TO CLEARANCES PER THE ACI AND IN

ACCORDANCE WITH THE RECOMMENDATIONS OF ACI AND THE CONCRETE

REINFORCING INSTITUTE (CRSI).

3. SUBMIT CONCRETE REINFORCING SHOP DRAWINGS TO THE ENGINEER FOR

REVIEW PRIOR TO FABRICATION/INSTALLATION.

4. PROVIDE BAR SUPPORTS AND OTHER ACCESSORIES IN ACCORDANCE WITH CRSI

RECOMMENDATIONS AND STANDARD PRACTICES, AND AS NECESSARY TO HOLD

REINFORCING IN PROPER POSITION DURING CONCRETING.

5. REINFORCING SHALL BE CLEANED OF ALL OIL, SCALE, RUST, ETC., WHICH MAY

IMPAIR BOND.

6. PLACE "L" BARS AT ALL CORNERS AND WALL INTERSECTIONS. SIZE AND SPACING TO

MATCH THOSE OF THE HORIZONTAL REINFORCING DETAILED. PROVIDE

ADDITIONAL VERTICAL BARS AS REQUIRED TO SUPPORT OUTSIDE CORNER "L" BARS.

7. PLACE 2 - #5 ADDITIONAL BARS ALL AROUND WALL OPENINGS. EXTEND 2'-0"

BEYOND OPENING EDGE.

8. ALL EMBEDMENT LENGTHS AND LAPS SHALL BE AS REQUIRED BY ACI 318, UNLESS

OTHERWISE NOTED.

9. MINIMUM EMBEDMENT FOR #6 BARS AND SMALLER TO BE 38 BAR DIAMETERS OR

24", WHICHEVER IS GREATER. MINIMUM EMBEDMENT FOR #7 BARS AND LARGER

TO BE 47 BAR DIAMETERS.

10. MINIMUM LAP LENGTH FOR #6 BARS AND SMALLER TO BE 50 BAR DIAMETERS.

MINIMUM LAP LENGTH FOR #7 BARS AND LARGER TO BE 62 BAR DIAMETERS.

11. ASTM A185; WELDED WIRE REINFORCEMENT; PLAIN FLAT SHEET (WWF).

12. DETAIL ALL WWF IN ACCORDANCE WITH THE LATEST EDITION OF THE WELDED

WIRE FABRIC MANUAL OF STANDARD PRACTICE (WRI MANUAL WP-100).

13. ALL WWF SHALL BE FLAT IN SHEETS AND SUPPORTED IN POSITION (CHAIR

SUPPORTS) PRIOR TO CONCRETE PLACEMENT.

14. HOLD ALL WWR 1" CLEAR FROM TOP OF SLAB AND 1" CLEAR FROM CONTROL AND

CONSTRUCTION JOINTS.

COORDINATION:

1. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CHECKED

AGAINST THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, BY

THE CONTRACTOR, AND ANY DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY

TO THE ARCHITECT.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS AT JOB SITE BEFORE FABRICATION

3. SHOP DRAWINGS OF THE STRUCTURAL ITEMS SHALL BE SUBMITTED BEFORE

FABRICATION, FOR REVIEW BY THE STRUCTURAL ENGINEER.

4. DETAILS, SECTION MARKS, AND NOTES SHOWN ON THESE DRAWINGS SHALL

APPLY TO ALL SIMILAR CONDITIONS WHETHER THE DETAILS, SECTION MARKS,

AND NOTES ARE REPEATED OR NOT THROUGHOUT THE STRUCTURAL DRAWINGS.

5. THE INFORMATION CONTAINED ON THE STRUCTURAL DRAWINGS IS, IN ITSELF,

INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL OF THE

CONTRACT DOCUMENTS AND ALL SPECIFICATIONS, TRADE PRACTICES, OR

APPLICABLE STANDARDS, CODES, ETC., INCORPORATED THEREIN BY REFERENCE.

6. SPECIFICATIONS ARE AN INTEGRAL PART OF CONTRACT DOCUMENTS. IN CASE

OF DISCREPANCIES BETWEEN SPECIFICATIONS AND DRAWINGS THE

CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ENGINEER BEFORE

PROCEEDING WITH THE WORK.

7. EXISTING CONDITIONS AND RELATED DIMENSIONS INDICATED ON THE

DRAWINGS ARE PROVIDED FOR INFORMATION ONLY AND SHALL BE FIELD

VERIFIED PRIOR TO COMMENCING WORK. SUBMIT CONDITIONS THAT DIFFER

FROM THAT INDICATED ON DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO

COMMENCING WORK.

8. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL WORK, LABOR,

AND MATERIALS, WHICH ANY SECTION OR PART OF THE DRAWINGS,

SPECIFICATIONS, OR CONDITIONS REQUIRE HIM TO PROVIDE, REGARDLESS OF

WHETHER SUCH REQUIREMENT IS OR IS NOT FAITHFULLY REPEATED IN OTHER

PARTS OF THE DRAWINGS AND SPECIFICATIONS.

9. CONTRACTOR SHALL COORDINATE ALL PITCHES AND DEPRESSIONS IN THE

FLOOR SLABS, AND OPENINGS IN THE FOUNDATION WALLS, WITH THE

PERTINENT TRADES, AND SHALL REVIEW LOCATIONS OF SUCH OPENINGS AS THEY

MAY RELATED TO THE WEAKENING OF THE STRUCTURE.

10. SLEEVES FOR OPENINGS SHALL BE PROVIDED BY THE RELEVANT TRADE.

11. BURNING OF STRUCTURAL STEEL, AT THE SITE, IN ORDER TO ACCOMMODATE

THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION TRADES WILL

NOT BE PERMITTED.

12. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED

STRUCTURE AND, UNLESS NOTED OTHERWISE, DO NOT INDICATE METHOD OF

CONSTRUCTION.

13. THE STRUCTURAL ENGINEER HAS NO CONTROL OVER OR CHARGE OF, AND

SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, AND

TECHNIQUES OF CONSTRUCTION OR FOR SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH THE WORK, NOR DOES HE HAVE ANY RIGHT

OR POWER TO STOP THE WORK.

14. THE USE OF THESE PLANS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE

ORIGINAL SITE FOR WHICH THEY WERE PREPARED. ANY REPRODUCTION OR

DISTRIBUTION IS EXPRESSLY LIMITED TO SUCH USE. ANY OTHER REPRODUCTION,

REUSE, OR DISCLOSURE BY ANY METHOD, IN WHOLE OR IN PART, OR FOR ANY

OTHER PURPOSE OTHER THAN THAT AS A CONTRACT DOCUMENT, IS

PROHIBITED.

15. DO NOT SCALE DRAWINGS.

LOCATION:

• LEAN CONCRETE FILL

• FOUNDATION WALLS &

FOOTINGS

• EXTERIOR STOOPS & SLABS

ON GRADE

f'c @ 28 DAYS

500 PSI

4500 PSI

5000 PSI

MAX W/C RATIO

0.45

0.40

AIR CONTENT

6% +/- 1.5%

6% +/- 1.5%

GOVERNING CODES & SPECIFICATIONS:

2021 INTERNATIONAL BUILDING CODE (IBC)

AMERICAN CONCRETE INSTITUTE (ACI)

LATEST SUPPLEMENTS AND REVISIONS, THERETO.

DESIGN LOADING:

DESIGN CRITERIA:

ASCE 7 DESIGN CATEGORIES

RISK CATEGORY....................................................... II

SURFACE ROUGHNESS............................................ B

EXPOSURE CATEGORY............................................ B

WIND LOADS

ANALYSIS METHOD.................................................. ANALYTICAL PROC.

BASIC DESIGN WIND SPEED................................... 107 MPH

STRUCTURAL NOTES:

Sheet Number

Sheet Title

Drawn by:

Issue Date:

Project Number:

No.

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Date at Engineering and Public Works Yard

714 S Plum Grove Rd Schaumburg, IL 60193 for the

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, IL 60193

REVISIONS

P R

O G

R E S S S

E T

CONCRETE

STORAGE

IMPROVEMENT

23036

10-02-25

By

S0.1

GENERAL NOTES

LA/PKM

October 07, 2025

IS

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8" EXTERIOR CONCRETE SLAB ON GRADE

W/ #4 @ 16" O.C. EACH WAY T&B ON 2"

COMPACTED CA-6 OVER 8" MIN

CONSOLIDATED CA-7 DRAINAGE FILL, TYP

T/SLAB = +0' - 0"

89' - 0"

T/ W

AL

L +

'-0

T/ W

AL

L +

'-0

T/

W

AL

L +

'-0

T/ W

AL

L +

'-0

WALL

2' - 0"

18' - 0" WALL

2' - 0"

18' - 0" WALL

2' - 0"

WALL

2' - 0"

43' - 0" WALL

2' - 0"

WALL

2' - 0"

PRE-ENGINEERED CANOPY OVER

THIS BAY ONLY - SEE ARCH FOR

MORE INFORMATION.

NOTE: ALL CONCRETE WALLS SUPPORTING PRE-

ENGINEERED CANOPY STRUCTURE ARE FOR

BIDDING PURPOSES ONLY. FINAL WALL DESIGNS

TO BE COMPLETED AFTER REVIEW OF PRE-

ENGINEERED CANOPY REACTIONS

S1.0

S1.0

S1.0

S1.0

S1.0

SIM

T/ W

AL

L +

6' -0

S1.0

PRE-ENGINEERED

CANOPY FRAME

T/ W

AL

L +

6' -0

T/ W

AL

L +

6' -0

S1.0

S1.0

SIM

S1.0

1/8" SAW CUT JOINT, CUT

4 TO 8 HOURS AFTER

CONCRETE PLACEMENT

MIN

3/4" DEPTH

SAW CUT CONTROL

JOINT (CJ)

CONSTRUCTION

JOINT

NOTE:

1. DISCONTINUE REINF AT JOINTS

2. SEE PLAN FOR SLAB THICKNESS, "t"

KEYWAY JOINT

t t

IS

G

R E A

T E R t/ O

R

M

IN

W

H

IC

H E V E R

GALV A36 PL 1/4" x 4" x 1' - 0"

W/ (2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

GALV L4x4x1/4 x 9" LG W/

(2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

Rx

Ry

REACTIONS TO BE

PROVIDED BY PRE-

ENGINEERED

CANOPY SUPPLIER

2' - 0"

MAX FILL HEIGHT*

EL. +8' - 0"

T/SLAB

EL. 0' - 0"

NOTE:

*DO NOT PILE MATERIAL HIGHER THAN 8' - 0"

S1.0

GALV A36 PL 1/4" x 4" x 1' - 0"

W/ (2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

GALV L4x4x1/4 x 9" LG W/

(2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

Rx

Ry

REACTIONS TO BE

PROVIDED BY PRE-

ENGINEERED

CANOPY SUPPLIER

2' - 0"

MAX FILL HEIGHT*

EL. +8' - 0"

T/SLAB

EL. 0' - 0"

NOTE:

*DO NOT PILE MATERIAL HIGHER THAN 8' - 0"

2 - #4 BARS

1' - 0"

S1.0

GALV A36 PL 1/4" x 4" x 1' - 0"

W/ (2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

GALV L4x4x1/4 x 9" LG W/

(2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

2' - 0"

MAX FILL HEIGHT*

EL. +8' - 0"

T/SLAB

EL. 0' - 0"

NOTE:

*DO NOT PILE MATERIAL HIGHER THAN 8' - 0"

2 - #4 BARS

1' - 0"

S1.0

TYP

1' - 6"

TYP

3' - 0"

TYP

1' - 6"

GALV L4x4x1/4 x 9" LG W/

(2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

T/SLAB

EL. 0' - 0"

GALV A36 PL 1/4" x 4" x 1' - 0"

W/ (2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

TYP

6' - 0"

GALV A36 PL 1/4" x 4" x 1' - 0"

W/ (2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

GALV L4x4x1/4 x 9" LG W/

(2) 5/8" HILTI KWIK HUS-EZ

W/ 4" MIN EMBEDMENT OR

EQUAL, TYP

2' - 0"

MAX FILL HEIGHT*

EL. +8' - 0"

T/SLAB

EL. 0' - 0"

NOTE:

*DO NOT PILE MATERIAL HIGHER THAN 8' - 0"

S1.0

2 - #4 BARS

1' - 0"

Rx

Ry

REACTIONS TO BE

PROVIDED BY PRE-

ENGINEERED

CANOPY SUPPLIER

Sheet Number

Sheet Title

Drawn by:

Issue Date:

Project Number:

No.

T H

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H

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A

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In c

Date at Engineering and Public Works Yard

714 S Plum Grove Rd Schaumburg, IL 60193 for the

Village of Schaumburg

101 Schaumburg ct.

Schaumburg, IL 60193

REVISIONS

P R

O G

R E S S S

E T

CONCRETE

STORAGE

IMPROVEMENT

23036

10-02-25

By

S1.0

FOUNDATION PLAN AND

DETAILS

LA/PKM

3/16" = 1'-0"1

FOUNDATION PLAN

3/4" = 1'-0"7

SLAB JOINTS

FOUNDATION NOTES:

1. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF TO BE

FIELD VERIFIED AT THE TIME OF EXCAVATION.

2. CONTRACTOR TO LAYOUT CONTROL JOINTS IN SLAB ON GRADE NO MORE THAN 20'-0" OC AND IN PANELS WITH

LENGTH TO WIDTH RATIOS NOTE EXCEEDING 2:1

3/4" = 1'-0"2

TYP WALL SUPPORTING CANOPY DETAIL

3/4" = 1'-0"4

TYP BACK PUSH WALL DETAIL

3/4" = 1'-0"5

TYP DEMISING/END WALL NOT SUPORTING CANOPY

3/4" = 1'-0"6

STACKED WALL ELEVATION

3/4" = 1'-0"3

TYP WALL SUPPORTING CANOPY DETAIL

October 07, 2025

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