2026_Street_Improvement_Program_Contract_1_-_Final_Plans.pdf

PDF 14 MB Posted Feb 20, 2026

Attached to: Street Recon and Repair Program - Contract 1
Solicitation number: 2026-IFB-005
Issued by: Cook County, Illinois

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Written by GovTribe AI · Feb 24, 2026

This is a final plans document for the Village of Schaumburg's 2026 Street Improvement Program Contract 1, a municipal infrastructure project in Cook County, Illinois. The project encompasses street reconstruction and resurfacing work across 36 streets totaling 21,620 feet (4.09 miles) in various residential areas of Schaumburg. The scope includes pavement removal and replacement using hot-mix asphalt, curb and gutter replacement, sidewalk work, drainage improvements, storm sewer modifications, and sodding/landscape restoration. Construction activities involve three primary improvement types: full-depth reconstruction, modified reconstruction with subbase preparation, and single-lift overlay, with typical sections showing asphalt layers ranging from 3.5 to 13 inches and granular base materials from 0 to 22 inches. The project includes installation of drainage structures (catch basins, inlets, and frames/grates in various configurations), underdrains along pavement edges and backs of curbs, and adjustments to existing sanitary and storm sewer structures. The sealed bid deadline is Friday, March 6, 2026, at 1:00 p.m., submitted through the Village's e-Procurement Portal (OpenGov). The plans were prepared by Engineering Enterprises, Inc. under the direct supervision of Illinois licensed professional engineer William E. Benson (License No. 062-077861).

The contract requires compliance with the State of Illinois Standard Specifications for Road and Bridge Construction, supplemental specifications, and recurring special provisions. Key contractual requirements include maintaining one lane in each direction for local traffic at all times except during approved road closures; completing driveway access work within three working days with liquidated damages of $2,000 per working day for non-compliance; completing curb and gutter restoration within three working days with liquidated damages of $1,425 per day; and providing a one-year sod guarantee. The contractor must furnish all traffic control, protection, signs, and barricades; manage debris removal at an off-site location; protect existing utilities and property with replacement at the contractor's expense for any damage; and provide sod watering from approved non-potable sources. Material inspections are required per Section 106 of Standard Specifications with minimum 24-hour advance notice for hot-mix asphalt and concrete placements. The project is located in a fully developed residential area requiring careful coordination with residents regarding access, temporary ramps at driveways during pavement removal, and scheduling work on only one side of streets at a time to minimize disruption.

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LOCATION MAP

N.T.S.

R E V I S I O N S©

Simply Call 811

Call

ILLINOIS

ONE-CALL SYSTEM

Before You Dig

Engineering Enterprises, Inc.

Consulting Engineers

52 Wheeler Road Sugar Grove, Illinois 60554

630.466.6700 / www.eeiweb.com

INDEX OF SHEETS

VILLAGE OF SCHAUMBURG OFFICIALS

VILLAGE OF SCHAUMBURG

2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

AT VARIOUS LOCATIONS

COOK COUNTY

STREETS AND LIMITS

HOFFMAN ESTATES

HANOVER

PARK ELK

GROVE

VILLAGE

HOFFMAN ESTATES

HANOVER

PARK ELK

GROVE

VILLAGE

ENGINEER'S CERTIFICATION

PROFESSIONAL

WILLI

AM E. BENSON

I L L I NO IS

ENGINEER

LICENSED

062-077861

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AutoCAD SHX Text FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD ENGINEERING SCALES, REDUCED SIZED PLANS WILL NOT CONFORM TO STANDARD SCALES, IN MAKING MEASUREMENTS ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED.

AutoCAD SHX Text TOM DAILLY VILLAGE PRESIDENT VILLAGE PRESIDENT BRIAN BIESCHKE TRUSTEE TRUSTEE ESHA PATEL TRUSTEE TRUSTEE JACK SULLIVAN TRUSTEE TRUSTEE JAMIE CLAR TRUSTEE TRUSTEE MARK MADEJ TRUSTEE TRUSTEE MICHAEL LAROSA TRUSTEE TRUSTEE JANE LENTINO VILLAGE CLERK VILLAGE CLERK BRIAN TOWNSEND VILLAGE MANAGERVILLAGE MANAGER

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SHEET NO. 1. 2. 3.-8. 9.-12. 13.-17. 18.-22. 23.-27. 28.-30.

AutoCAD SHX Text DESCRIPTION TITLE AND INDEX OF SHEETS GENERAL NOTES SCHEDULE OF QUANTITIES TYPICAL SECTIONS STREET IMPROVEMENT PLANS DRAINAGE IMPROVEMENT PLANS CONSTRUCTION DETAILS TYPICAL DETAILS

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NET LENGTH OF PROJECT = 21,620 FEET (4.09 MILES)

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SCHAUMBURG TOWNSHIP, T41N, R10E

AutoCAD SHX Text AIMTREE PLACE - SALEM DRIVE TO ALDEN LANE AIMTREE PLACE - TRURO COURT TO BRAINTREE DRIVE ALLISON LANE - BRAINTREE DRIVE TO IVERSON LANE ARLEEN COURT - WALNUT LANE TO EAST END BARCLIFFE LANE - SAGAMORE DRIVE TO NORTH END BERRY COURT - WEST END TO WALNUT LANE BRISTOL LANE - PARKER DRIVE TO SOUTH END CHALFONT DRIVE - IVERSON LANE TO SELKIRK DRIVE COLWYN DRIVE - SPRINGINSGUTH ROAD TO BRAINTREE DRIVE COVEHILL COURT - NORTH END TO SAGAMORE DRIVE ELMHURST LANE - IVERSON LANE TO SELKIRK DRIVE HYANNIS COURT - SALEM DRIVE TO EAST END IVERSON LANE - COLWYN DRIVE TO ELMHURST LANE IVY COURT - LINSEY AVENUE TO EAST END LINSEY AVENUE - LAWSON ROAD TO N WALNUT LANE LEEDS PASS - CHALFONT DRIVE TO BRAINTREE DRIVE MELODY COURT - LINSEY AVENUE TO EAST END MILTON LANE - BRISTOL LANE TO VILLAGE LIMITS ODLUM COURT - NORTH END TO ODLUM DRIVE OSAGE LANE - SALEM DRIVE TO VILLAGE LIMITS PARKER DRIVE - SALEM DRIVE TO BRISTOL LANE PATUXET COURT - NORTH END TO PERTH DRIVE QUANSET COURT - SAGAMORE DRIVE TO EAST END QUANSET COURT - WEST END TO SAGAMORE DRIVE ROCKNE COURT - WALNUT LANE TO SOUTH END ROSE COURT - LESLIE LANE TO EAST END ROMM COURT - WALNUT LANE TO EAST END SANTUIT COURT - WEST END TO SALEM DRIVE SELKIRK DRIVE - CHALFONT DRIVE TO ALLISON LANE SHATTUCK COURT - NORTH END TO SHATTUCK LANE SKYVUE LANE - HITCHING POST LANE TO WALNUT LANE STOUGHTON COURT - WEST END TO SAGAMORE DRIVE TOBEY COURT - WEST END TO SAGAMORE DRIVE TRURO COURT - NORTH END TO AIMTREE PLACE VIOLA COURT - WALNUT LANE TO SOUTH END WAPOOS COURT - NORTH END TO SAGAMORE DRIVE WHIDAH COURT - NORTH END TO SAGAMORE DRIVE WINFIELD COURT - HEATHERWOOD DRIVE TO SOUTH END

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DATED AT SUGAR GROVE, ILLINOIS,

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WILLIAM E. BENSON, P.E.

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EXPIRATION DATE: 11/30/27

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ILLINOIS LICENSED PROFESSIONAL ENGINEER NO. 062-077861

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I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION.

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FEBRUARY

Engineering Enterprises, Inc.

2 30

GENERAL NOTES2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

AutoCAD SHX Text SPECIFICATIONS, STANDARDS AND SPECIAL PROVISIONS: ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE STATE OF ILLINOIS STANDARD ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE STATE OF ILLINOIS STANDARD SPECIFICATION: THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," (REFERRED TO AS THE "STANDARD SPECIFICATIONS"); THE SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS, LATEST EDITION; THE STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL ITEMS," THE "MANUAL ON UNIFORM TRAFFIC CONTROL TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," AND THE "STANDARDS SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, "LATEST EDITION; THE DETAILS IN THE PLANS AND THE SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENT. TRAFFIC CONTROL AND PROTECTION: THIS ITEM AS BID ON THE STREET PROGRAM INCLUDES ALL TRAFFIC CONTROL AND PROTECTION NEEDED FOR THE RECONSTRUCTION AND RESURFACING OF ALL STREETS GUARDRAIL IMPROVEMENTS AND PEDESTRIAN ENHANCEMENT IMPROVEMENTS. ONE LANE IN EACH DIRECTION FOR LOCAL TRAFFIC SHALL BE MAINTAINED AT ALL TIMES EXCEPT FOR APPROVED ROAD CLOSURES. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES INCLUDING FLAGGERS REQUIRED TO MAINTAIN SAID TRAFFIC. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT NO HOLES WITHIN THE RIGHT OF WAY REMAIN OPEN OVER NIGHT. ACCESS TO ABUTTING PROPERTY SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION OF THIS PROJECT. TIME REQUIRED FOR CONSTRUCTION AT DRIVEWAYS SHALL BE LIMITED TO THE MINIMUM TIME REQUIRED FOR SAID CONSTRUCTION AND, IF REQUIRED, TEMPORARY AGGREGATE SURFACE FOR DRIVEWAY ACCESS SHALL BE PROVIDED. IMMEDIATELY AFTER THE EXISTING HOT-MIX ASPHALT STREET SURFACE HAS BEEN REMOVED, TEMPORARY RAMP SHALL BE CONSTRUCTED WHERE REQUIRED TO ELIMINATE EXCESSIVE DROP-OFFS AT EACH DRIVEWAY. THE TEMPORARY RAMPS SHALL REMAIN IN PLACE DURING THE HOT-MIX ASPHALT REPLACEMENT COURSES. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE COST OF PAVEMENT REMOVAL AND TO HOT-MIX ASPHALT SURFACE REMOVAL AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. DISPOSAL OF EXCESS MATERIAL: ALL EXCESS MATERIAL AND ANY OTHER DEBRIS SHALL BE DISPOSED OF BY THE CONTRACTOR AT AN OFF-SITE DISPOSAL AREA. EXISTING FRAMES AND GRATES IN GOOD CONDITION, AND NOT SCHEDULED FOR REUSE, SHALL BE LOADED AND DELIVERED TO THE VILLAGE OF SCHAUMBURG STORAGE YARD AT 714 SOUTH PLUM GROVE ROAD AT NO ADDITIONAL COST TO THE CONTRACT. PROTECTION OF PUBLIC/PRIVATE PROPERTY: THE CONTRACTOR SHALL PROTECT ALL EXISTING TREES, SHRUBS, MAILBOXES, FENCES, DRAIN LINES, POWER LINES, AND OTHER PUBLIC/PRIVATE PROPERTY. ANY ITEM THAT IS DAMAGED SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE CONTRACT. CONNECTIONS TO EXISTING STORM SEWER: CONNECTION OF UNDERDRAINS AND STORM DRAINS TO EXISTING STORM SEWER STRUCTURES PIPES AND EXISTING PRIVATE DRAIN TILES AND UNDERDRAINS SHALL BE CONSIDERED INCIDENTAL TO THE ITEM BEING CONSTRUCTED AND NO ADDITIONAL COMPENSATION ALLOWED. EXISTING STREET CLEANLINESS: THE CONTRACTOR SHALL KEEP EXISTING ADJACENT STREETS CLEAN OF DIRT, MUD, AND OTHER DEBRIS AND, WHEN NECESSARY, CLEAN SAID PAVEMENTS ON A DAILY BASIS OR WHEN DIRECTED BY THE ENGINEER. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE VACUUM CLEANING (STREET SWEEPER) OF THE STREETS WHICH ARE CURRENTLY UNDER CONSTRUCTION EVERY WEDNESDAY AND FRIDAY AND ANY OTHER DAY AS REQUIRED BY THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER. COST TO BE CONSIDERED INCIDENTAL TO THE CONTRACT. CLEAN-UP AND DISPOSAL: THE CONTRACTOR SHALL MAINTAIN THE SITES IN A CLEAN AND ORDERLY MANNER. DEBRIS AND ANY SURPLUS MATERIAL SHALL BE REMOVED AS THE WORK PROCEEDS. RESTORATION SHALL PROCEED IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS WITH SODDING TO BE PLACED BEGINNING SEPTEMBER 1. IF THE OWNER OR THE ENGINEER SO DIRECTS, THE CONTRACTOR SHALL STOP ALL OTHER WORK AND CONCENTRATE ON CLEAN-UP AND RESTORATION. DEBRIS AND SURPLUS MATERIAL SHALL BE DISPOSED OF BY THE CONTRACTOR OFF-SITE. PILES OF EXCAVATED MATERIAL (PAVEMENT, STONE, SOIL, ETC.) SHALL BE REMOVED FROM THE SITE AT THE END OF THE WORK DAY. ALIGNMENT: ALIGNMENT DATUM AS SHOWN ON THE PLANS IS INCLUDED FOR INFORMATIONAL PURPOSES ONLY. THE INTENT IS TO RECREATE THE ALIGNMENTS IN THE EXISTING LOCATIONS, AND RECONSTRUCT STREETS IN THEIR EXISTING LOCATIONS. CONSTRUCTION LIMITS: THE CONTRACTOR SHALL CONFINE OPERATIONS WITHIN THE DEDICATED ROADWAY RIGHTS-OF-WAY OR EASEMENTS OBTAINED BY THE VILLAGE OF SCHAUMBURG. ANY DAMAGE OUTSIDE OF SAID RIGHTS-OF-WAY OR EASEMENTS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

AutoCAD SHX Text SOD WATERING: THE CONTRACTOR WILL BE REQUIRED TO UTILIZE WATER FOR SOD INSTALLATION FROM EITHER THE SCHAUMBURG PUBLIC WORKS BUILDING AT 714 SOUTH PLUM GROVE ROAD OR AN ACCEPTABLE OUTSIDE SOURCE. VILLAGE POTABLE WATER USE WILL NOT BE ALLOWED. UNDER NO CIRCUMSTANCES SHALL A CONTRACTOR OBTAIN WATER BY OPENING A VILLAGE FIRE HYDRANT. SOD INSTALLATION: A PRE-SOD INSTALLATION INSPECTION SHALL BE HELD WITH THE ENGINEER, GENERAL CONTRACTOR, AND LANDSCAPE SUB-CONTRACTOR. APPROVAL BY THE ENGINEER WILL BE REQUIRED PRIOR TO THE INSTALLATION OF SOD. A ONE (1) YEAR GUARANTEE FOR SOD INSTALLATION SHALL BE REQUIRED. SOD AND TOPSOIL SHALL BE OBTAINED FROM AN I.D.O.T. APPROVED SUPPLIER. MATERIAL CERTIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR ALL MATERIALS PLACED. CURB AND GUTTER REPLACEMENT: THE THICKNESS OF THE PROPOSED GUTTER FLAG SHALL BE 10" UNLESS OTHERWISE STATED IN THE PLANS OR DIRECTED BY THE ENGINEER. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED TO PROVIDE THE REQUIRED 10" GUTTER FLAG. AFTER SPOT REMOVAL AND REPLACEMENT OF CURB AND GUTTER ON ALL VILLAGE STREETS TO BE RESURFACED, THE CONTRACTOR SHALL FRONT FILL THE DAMAGED PAVEMENT WITH 1/4" TO 1/2" COARSE FRAP, OR CM16 (3/8") CRUSHED CHIP OR ANOTHER AGGREGATE APPROVED BY THE ENGINEER PRIOR TO FRONT FILLING THE DAMAGED PAVEMENT, THE CONTRACTOR SHALL CLEAN ALL DEBRIS FROM THE AREA TO THE SATISFACTION OF THE ENGINEER. THIS WORK SHALL BE DONE PRIOR TO THE PLACEMENT OF LEVELING BINDER AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF COMBINATION CONCRETE CURB AND GUTTER OF THE TYPE SPECIFIED IN THE PLANS. DISTURBED PAVEMENT ADJACENT TO NEW CURB AND GUTTER SHALL BE RESTORED IMMEDIATELY FOLLOWING REPLACEMENT OPERATIONS, IN ALL CASES WITHIN THREE (3) WORKING DAYS FROM THE DATE THE CURB AND GUTTER WAS CAST. THE ENGINEER SHALL STOP THE CONTRACTOR FROM FURTHER REMOVAL OPERATIONS AT ANY TIME HE DETERMINES THE RESTORATION IS NOT BEING DONE IN A TIMELY MANNER. FAILURE TO COMPLY WITH THESE REQUIREMENTS SHALL RESULT IN THE ENFORCEMENT OF LIQUIDATED DAMAGES IN THE AMOUNT OF $1425.00 PER CALENDAR DAY. EXISTING SIGNS: EXISTING SIGNS ARE TO REMAIN IN PLACE THROUGHOUT THE DURATION OF CONSTRUCTION. SHOULD EXISTING SIGNS REQUIRE TEMPORARY REMOVAL FOR CONSTRUCTION OPERATIONS THE EXISTING SIGNS SHALL BE REPLACED AT ITS PRE- CONSTRUCTION LOCATION. IN THE CASE OF EXISTING SIGNS ON LIGHT POLES SCHEDULED FOR REPLACEMENT, THE EXISTING SIGNS SHALL BE RELOCATED ON THE PROPOSED LIGHT POLES COST TO BE INCIDENTAL TO THE CONTRACT. INSPECTION: ALL PHASES OF THE IMPROVEMENTS WILL BE SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE VILLAGE'S ENGINEERING AND PUBLIC WORKS DEPARTMENT, OR VILLAGE AUTHORIZED CONSULTING ENGINEER. PROJECTS WILL NOT BE ACCEPTED BY THE VILLAGE WITHOUT THE FINAL APPROVAL OF THE VILLAGE'S ENGINEERING AND PUBLIC WORKS DEPARTMENT. THE CONTRACTOR SHALL BE BOUND BY THESE SPECIFICATIONS AND BY ALL VILLAGE ORDINANCES AND CODES. MATERIAL INSPECTION: ALL MATERIALS INCORPORATED IN THIS PROJECT ARE TO BE INSPECTED ACCORDING TO SECTION 106 OF THE STANDARD SPECIFICATIONS AND THE PROJECT PROCEDURES GUIDELINES (PPG). THE LOCAL AGENCY SHALL BE RESPONSIBLE FOR THE QUALITY ASSURANCE FIELD INSPECTION. THE LOCAL AGENCY SHALL BE NOTIFIED AT LEAST TWENTY -FOUR (24) HOURS IN ADVANCE OF THE PLACEMENT OF ANY HOT-MIX ASPHALT OR CONCRETE MIXTURES. THE CONTRACTOR SHALL ALLOW THE INSPECTOR ACCESS TO HIS PLANT AREA TO OBSERVE THE OPERATIONS AND TAKE MATERIAL SAMPLES AS REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL INSPECTION. CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1030.09 OF THE STANDARD SPECIFICATIONS FOR HOT-MIX ASPHALT. FOR CONCRETE MIXTURES ATTENTION IS DIRECTED TO RECURRING SPECIAL PROVISION 23, "QUALITY CONTROL/QUALITY ASSURANCE OF CONCRETE MIXTURES". THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND TO THE HOT-MIX ASPHALT AND CONCRETE ITEMS TO BE PLACED. CONCRETE BREAKERS: PAVEMENT, CURB AND GUTTER, SHOULDERS, AND/OR ANY OTHER STRUCTURE REMOVALS SHALL BE ACCORDING TO SECTION 440 OF THE STANDARD SPECIFICATION EXCEPT AS DESCRIBED HEREIN. THE USE OF ANY TYPE OF CONCRETE BREAKERS THAT MAY DAMAGE UNDERGROUND PUBLIC AND/OR PRIVATE UTILITIES, WILL NOT BE PERMITTED. UNDER NO CIRCUMSTANCES WILL THE USE OF A FROST BALL BE PERMITTED. THE CONTRACTOR IS PROHIBITED FROM BREAKING UP CONCRETE OR ASPHALT BY DROPPING IT ON PAVEMENT, OR IN ANY OTHER MANNER THAT IN THE OPINION OF THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER MAY DAMAGE EXISTING OR PROPOSED PAVEMENTS, OR OTHER ROADWAY APPURTENANCES.

AutoCAD SHX Text FRAMES, LIDS, CATCH BASINS, MANHOLE, INLET, DRAINAGE STRUCTURE, AND VALVE VAULT CONSTRUCTION, ADJUSTMENT AND RECONSTRUCTION: THIS WORK SHALL CONSIST OF CONSTRUCTING, ADJUSTING, OR RECONSTRUCTING CATCH BASINS, MANHOLES, INLETS, DRAINAGE STRUCTURES OR VALVE VAULTS WITH FRAME AND GRATE OR LIDS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SECTION 602 OF THE STANDARD SPECIFICATIONS AND AS HEREIN SPECIFIED. FRAME AND LIDS, TYPE 1, OPEN LID OR CLOSED LID, SHALL ADHERE TO IDOT SPECIFICATIONS, IS BICYCLE SAFE' CONFORM TO THE FOLLOWING DIMENSIONS AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION: OUTSIDE DIAMETER LID = 22.75" OUTSIDE DIAMETER BASE FLANGE = 34" FRAME HEIGHT = 4"- 9" AS REQUIRED FRAMES AND GRATE, TYPE 6, SHALL ADHERE TO IDOT SPECIFICATIONS, IS BICYCLE SAFE, CONFORM TO THE FOLLOWING DIMENSIONS AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION: LENGTH OF FRAME = 27.19" WIDTH OF FRAME = 20.38" LENGTH OF LID = 25.75" WIDTH OF LID = 19" FRAME HEIGHT AT BACK OF CURB = 10.5" FRAMES AND GRATE, TYPE 6, SPECIAL, SHALL ADHERE TO IDOT SPECIFICATIONS, IS BICYCLE SAFE, CONFORM TO THE FOLLOWING DIMENSIONS AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION: LENGTH OF FRAME = 24" WIDTH OF FRAME = 24.25" LENGTH OF LID = 22" WIDTH OF LID = 22.88 FRAME HEIGHT AT BACK OF CURB = 15.63" FRAMES AND GRATE, TYPE 11, SHALL ADHERE TO IDOT SPECIFICATIONS, IS BICYCLE SAFE, CONFORM TO THE FOLLOWING DIMENSIONS AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION: LENGTH OF FLANGE = 36" WIDTH OF FLANGE = 29" LENGTH OF LID = 28.75" WIDTH OF LID = 11.38" HEIGHT OF FRAME AT EDGE OF PAVEMENT = 10" DRIVEWAY ACCESS: THIS PROJECT IS LOCATED WITHIN A FULLY DEVELOPED RESIDENTIAL AREA. IN ORDER TO MINIMIZE THE IMPACT OF CONSTRUCTION TO RESIDENTS THE CONTRACTOR SHALL PLAN HIS WORK AS FOLLOWS OR AS DETERMINED BY THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER. PLAN DETAILS SHALL BE INDICATED ON THE CONSTRUCTION SCHEDULE SUBMITTED AT THE PRE- CONSTRUCTION MEETING. * INSTALLATION OF UNDERDRAINS AND STORM SEWER IMPROVEMENTS INSTALLATION OF UNDERDRAINS AND STORM SEWER IMPROVEMENTS * REMOVAL AND REPLACEMENT OF CURB, DRIVEWAY AND SIDEWALK REMOVAL AND REPLACEMENT OF CURB, DRIVEWAY AND SIDEWALK * PAVEMENT REMOVAL/ PAVEMENT SURFACE REMOVAL PAVEMENT REMOVAL/ PAVEMENT SURFACE REMOVAL * PAVEMENT REPLACEMENT PAVEMENT REPLACEMENT * INSTALLATION OF PAVEMENT MARKINGS INSTALLATION OF PAVEMENT MARKINGS * SOD REPLACEMENT SOD REPLACEMENT RESIDENTS WILL REQUIRE ACCESS TO THEIR HOMES DURING CONSTRUCTION OPERATIONS. THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER WILL COORDINATE ANY RESIDENT SPECIAL NEEDS. THE CONTRACTOR SHALL, WHERE REQUIRED BY THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER, PROVIDE IMMEDIATE ACCESS TO DRIVEWAYS AND INTERSECTING STREETS. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE ACCESS FOR EMERGENCY VEHICLES DURING THE TIME OF CONSTRUCTION. ANY DRIVEWAY APRON THAT IS ADJACENT TO THE CURB AND GUTTER THAT IS TO BE REMOVED OR DISTURBED SHALL BE RESTORED OR REPLACED TO THE SATISFACTION OF THE ENGINEER OR REPRESENTATIVE OF THE ENGINEER AFTER THE NEW CURB AND GUTTER HAS BEEN CONSTRUCTED. THE CONTRACTOR MUST SCHEDULE THIS WORK SUCH THAT ONLY ONE SIDE OF THE STREET WILL BE UNDER CONSTRUCTION AT ANY ONE TIME. IN NO CASE SHALL AN OPEN EXCAVATION CAUSED BY REMOVAL OF EXISTING CURB AND GUTTER, DRIVEWAY OR SIDEWALK, WETHER FORMED OR NOT FORMED, REMAIN OPEN FOR MORE THAN 3 WORKING DAYS. FOR EXAMPLE, IF CURB AND GUTTER IS REMOVED MONDAY, IT MUST BE REPLACED NO LATER THAN THURSDAY OF THE SAME WEEK. FAILURE TO COMPLY WITH THESE REQUIREMENTS SHALL RESULT IN THE ENFORCEMENT OF LIQUIDATED DAMAGES IN THE AMOUNT OF $2,000.00 PER WORKING DAY. PRIOR TO REMOVING ANY DRIVEWAY, THE CONTRACTOR SHALL PROVIDE THE VILLAGE SUFFICIENT TIME TO PROVIDE A 24 HOURS ADVANCED WRITTEN NOTICE TO THE RESIDENT/OWNER OF THE DRIVEWAY, ALLOWING THE RESIDENT/OWNER TIME TO REMOVE ANY VEHICLES. ACCESS SHALL BE RESTORED NO LESS THAN 3 DAYS AFTER CURB AND GUTTER HAS BEEN PLACED. IF NECESSARY, THE CONTRACTOR SHALL PLACE TEMPORARY AGGREGATE BEHIND THE NEW CURB AND GUTTER UNTIL THE DRIVEWAY IS RESTORED. THIS TEMPORARY AGGREGATE SHALL BE CONSIDERED INCIDENTAL TO THE DRIVEWAY REPLACEMENT PAY ITEM. TRAFFIC SIGNAL MAINTENANCE: THE CONTRACTOR SHALL INFORM THE CCDOTH DESIGN ENGINEER AT (312)603-1730 PRIOR TO THE START OF ANY WORK ON THE CONTRACT. A MINIMUM OF FIVE (5) WORKING DAYS ADVANCE NOTICE IS REQUIRED TO SCHEDULE A MAINTENANCE COOK COUNTY HIGHWAY DEPARTMENT OF THE TRAFFIC SIGNAL.

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CONSULTING ENGINEERS

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PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

2026 STREET IMPROVEMENT PROGRAM CONTRACT 1, SCHEDULE OF QUANTITIES

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AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 04 SOQFebruary 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 04 SOQ @ 5:37 PM By: Mike Agate - Tab: 04 SOQ5:37 PM By: Mike Agate - Tab: 04 SOQ By: Mike Agate - Tab: 04 SOQMike Agate - Tab: 04 SOQ - Tab: 04 SOQ04 SOQ

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

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SC2501

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FEBRUARY

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5 30

SCHEDULE OF QUANTITIES

(3 OF 6)

2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

2026 STREET IMPROVEMENT PROGRAM CONTRACT 1, SCHEDULE OF QUANTITIES

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REVISIONS

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SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 05 SOQFebruary 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 05 SOQ @ 5:37 PM By: Mike Agate - Tab: 05 SOQ5:37 PM By: Mike Agate - Tab: 05 SOQ By: Mike Agate - Tab: 05 SOQMike Agate - Tab: 05 SOQ - Tab: 05 SOQ05 SOQ

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

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SC2501

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FEBRUARY

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6 30

SCHEDULE OF QUANTITIES

(4 OF 6)

2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

2026 STREET IMPROVEMENT PROGRAM CONTRACT 1, SCHEDULE OF QUANTITIES

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SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 06 SOQFebruary 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 06 SOQ @ 5:37 PM By: Mike Agate - Tab: 06 SOQ5:37 PM By: Mike Agate - Tab: 06 SOQ By: Mike Agate - Tab: 06 SOQMike Agate - Tab: 06 SOQ - Tab: 06 SOQ06 SOQ

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

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SC2501

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FEBRUARY

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7 30

SCHEDULE OF QUANTITIES

(5 OF 6)

2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

2026 STREET IMPROVEMENT PROGRAM CONTRACT 1, SCHEDULE OF QUANTITIES

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SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 07 SOQFebruary 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 07 SOQ @ 5:37 PM By: Mike Agate - Tab: 07 SOQ5:37 PM By: Mike Agate - Tab: 07 SOQ By: Mike Agate - Tab: 07 SOQMike Agate - Tab: 07 SOQ - Tab: 07 SOQ07 SOQ

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

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SC2501

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FEBRUARY

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8 30

SCHEDULE OF QUANTITIES

(6 OF 6)

2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

2026 STREET IMPROVEMENT PROGRAM CONTRACT 1, SCHEDULE OF QUANTITIES

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REVISIONS

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DATE:

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SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 08 SOQFebruary 19, 2026 @ 5:37 PM By: Mike Agate - Tab: 08 SOQ @ 5:37 PM By: Mike Agate - Tab: 08 SOQ5:37 PM By: Mike Agate - Tab: 08 SOQ By: Mike Agate - Tab: 08 SOQMike Agate - Tab: 08 SOQ - Tab: 08 SOQ08 SOQ

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

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SC2501

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FEBRUARY

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LEGEND

STREETS AND LIMITS 0"-3" MILL AND OVERLAYEXISTING STREET -

PROPOSED STREET -

Engineering Enterprises, Inc.

9 30

TYPICAL SECTIONS2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

AutoCAD SHX Text 3.5"-13" HOT-MIX ASPHALT SURFACE 0"-22" POZZOLANIC OR GRANULAR BASE COMBINATION CURB AND GUTTER REMOVAL, AS DIRECTED BY THE ENGINEER (TYPICAL) SIDEWALK REMOVAL, AS DIRECTED BY THE ENGINEER (TYPICAL) HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH (0"-3") PAVEMENT REMOVAL EXISTING 3.5"-6" HOT-MIX ASPHALT, 8"-8.75" POZZOLANIC OR GRANULAR BASE

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text GEOTECHNICAL FABRIC FOR GROUND STABILIZATION, AS DIRECTED BY THE ENGINEER REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL;POROUS GRANULAR EMBANKMENT, SUBGRADE, AS DIRECTED BY THE ENGINEER SUBBASE GRANULAR MATERIAL, TYPE B, 6" CLASS D PATCHES AS DIRECTED BY THE ENGINEER (OF THE TYPE SPECIFIED) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, (3" TYPICAL) IL-9.5FG C N30 SCHAUMBURG LEVELING BINDER COURSE (MACHINE METHOD), (1.75" TYPICAL) IL-4.75FG SCHAUMBURG SURFACE FRICTION COURSE, (1.25" TYPICAL) COMBINATION CONCRETE CURB AND GUTTER, OF THE TYPE SPECIFIED (TYPICAL) PORTLAND CEMENT CONCRETE SIDEWALK, 5", AS DIRECTED BY THE ENGINEER (TYPICAL) SODDING, AS DIRECTED BY THE ENGINEER (TYPICAL) 2" SUB-BASE GRANULAR MATERIAL UNDER C&G WILL BE INCIDENTAL TO CURB AND GUTTER CONSTRUCTION

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

0"-3" OR AS DIRECTED

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

2.75" OR AS DIRECTED

AutoCAD SHX Text

2.75" OR AS DIRECTED

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text AIMTREE PLACE - SALEM DRIVE TO ALDEN LANE AIMTREE PLACE - TRURO COURT TO BRAINTREE DRIVE ALLISON LANE - BRAINTREE DRIVE TO IVERSON LANE BARCLIFFE LANE - SAGAMORE DRIVE TO NORTH END BRISTOL LANE - PARKER DRIVE TO SOUTH END CHALFONT DRIVE - IVERSON LANE TO SELKIRK DRIVE COLWYN DRIVE - SPRINGINSGUTH ROAD TO BRAINTREE DRIVE ELMHURST LANE - IVERSON LANE TO SELKIRK DRIVE HYANNIS COURT - SALEM DRIVE TO EAST END IVERSON LANE - COLWYN DRIVE TO ELMHURST LANE IVY COURT - LINSEY AVENUE TO EAST END LINSEY AVENUE - LAWSON ROAD TO IVY COURT MELODY COURT - LINSEY AVENUE TO EAST END PARKER DRIVE - SALEM DRIVE TO BRISTOL LANE PATUXET COURT - NORTH END TO PERTH DRIVE QUANSET COURT - WEST END TO SAGAMORE DRIVE ROMM COURT - WALNUT LANE TO EAST END ROSE COURT - LESLIE LANE TO EAST END SELKIRK DRIVE - CHALFONT DRIVE TO ELMHURST LANE SHATTUCK COURT - NORTH END TO SHATTUCK LANE SKYVUE LANE - HITCHING POST LANE TO WALNUT LANE STOUGHTON COURT - WEST END TO SAGAMORE DRIVE TOBEY COURT - WEST END TO SAGAMORE DRIVE VIOLA COURT - WALNUT LANE TO SOUTH END WAPOOS COURT - NORTH END TO SAGAMORE DRIVE WHIDAH COURT - NORTH END TO SAGAMORE DRIVE

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REVISIONS

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DATE

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NO.

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SHEET

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DATE:

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SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 05 Typ SectionFebruary 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 05 Typ Section @ 5:38 PM By: Mike Agate - Tab: 05 Typ Section5:38 PM By: Mike Agate - Tab: 05 Typ Section By: Mike Agate - Tab: 05 Typ SectionMike Agate - Tab: 05 Typ Section - Tab: 05 Typ Section05 Typ Section

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

AutoCAD SHX Text

SC2501

AutoCAD SHX Text

FEBRUARY

AutoCAD SHX Text

COOK COUNTY, ILLINOIS

NOTES 1. PLACING MULTIPLE LIFTS OF HOT-MIX ASPHALT ON THE SAME DAY MUST BE PLACING MULTIPLE LIFTS OF HOT-MIX ASPHALT ON THE SAME DAY MUST BE APPROVED BY THE ENGINEER 2. THE UNIT WEIGHT USED TO CALCULATE ALL HOT-MIX ASPHALT SURFACE MIXTURE THE UNIT WEIGHT USED TO CALCULATE ALL HOT-MIX ASPHALT SURFACE MIXTURE QUANTITIES IS 112 LBS / SQ. YD. / IN. 3. BITUMINOUS MATERIALS - TRACKLESS TACK COAT (SEE S.P.) SHALL BE REQUIRED BITUMINOUS MATERIALS - TRACKLESS TACK COAT (SEE S.P.) SHALL BE REQUIRED BETWEEN ALL COURSES OF HMA PAVEMENT. 4. PETROMAT AS NOTED IN THE S.P. PETROMAT AS NOTED IN THE S.P. 5. THE EXISTING PAVEMENT THICKNESS SHOWN IS BASED ON AVAILABLE INFORMATION. THE EXISTING PAVEMENT THICKNESS SHOWN IS BASED ON AVAILABLE INFORMATION. THIS IS PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONDUCT HIS OWN INVESTIGATION TO DETERMINE ACTUAL THICKNESS. 6. AC TYPE SHALL BE PG 64-22 UNLESS MODIFIED BY RECLAIMED MATERIALS AC TYPE SHALL BE PG 64-22 UNLESS MODIFIED BY RECLAIMED MATERIALS SPECIFICATIONS.

STREETS AND LIMITS MODIFIED RECONSTRUCTION-SUB BASE PREP

EXISTING STREET -

PROPOSED STREET -

Engineering Enterprises, Inc.

10 30

TYPICAL SECTIONS2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text GEOTECHNICAL FABRIC FOR GROUND STABILIZATION, AS DIRECTED BY THE ENGINEER REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL;POROUS GRANULAR EMBANKMENT, SUBGRADE, AS DIRECTED BY THE ENGINEER SUBBASE GRANULAR MATERIAL, TYPE B, 6", AS DIRECTED BY THE ENGINEER CLASS D PATCHES AS DIRECTED BY THE ENGINEER (OF THE TYPE SPECIFIED) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50, (3" TYPICAL) IL-9.5FG C N30 SCHAUMBURG LEVELING BINDER COURSE (MACHINE METHOD), (1.75" TYPICAL) IL-4.75FG SCHAUMBURG SURFACE FRICTION COURSE, (1.25" TYPICAL) COMBINATION CONCRETE CURB AND GUTTER, OF THE TYPE SPECIFIED (TYPICAL) PORTLAND CEMENT CONCRETE SIDEWALK, 5", AS DIRECTED BY THE ENGINEER (TYPICAL) SODDING, AS DIRECTED BY THE ENGINEER (TYPICAL) 2" SUB-BASE GRANULAR MATERIAL UNDER C&G WILL BE INCIDENTAL TO CURB AND GUTTER CONSTRUCTION

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text B

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text NOTES 1. PLACING MULTIPLE LIFTS OF HOT-MIX ASPHALT ON THE SAME DAY MUST BE PLACING MULTIPLE LIFTS OF HOT-MIX ASPHALT ON THE SAME DAY MUST BE APPROVED BY THE ENGINEER 2. THE UNIT WEIGHT USED TO CALCULATE ALL HOT-MIX ASPHALT SURFACE MIXTURE THE UNIT WEIGHT USED TO CALCULATE ALL HOT-MIX ASPHALT SURFACE MIXTURE QUANTITIES IS 112 LBS / SQ. YD. / IN. 3. BITUMINOUS MATERIALS - TRACKLESS TACK COAT (SEE S.P.) SHALL BE REQUIRED BITUMINOUS MATERIALS - TRACKLESS TACK COAT (SEE S.P.) SHALL BE REQUIRED BETWEEN ALL COURSES OF HMA PAVEMENT. 4. PETROMAT AS NOTED IN THE S.P. PETROMAT AS NOTED IN THE S.P. 5. THE EXISTING PAVEMENT THICKNESS SHOWN IS BASED ON AVAILABLE INFORMATION. THE EXISTING PAVEMENT THICKNESS SHOWN IS BASED ON AVAILABLE INFORMATION. THIS IS PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE TO CONDUCT HIS OWN INVESTIGATION TO DETERMINE ACTUAL THICKNESS. 6. AC TYPE SHALL BE PG 64-22 UNLESS MODIFIED BY RECLAIMED MATERIALS AC TYPE SHALL BE PG 64-22 UNLESS MODIFIED BY RECLAIMED MATERIALS SPECIFICATIONS.

AutoCAD SHX Text ARLEEN COURT - WALNUT LANE TO EAST END LEEDS PASS - CHALFONT DRIVE TO BRAINTREE DRIVE LINSEY AVENUE - IVY CT TO WALNUT LANE MILTON LANE - BRISTOL LANE TO VILLAGE LIMITS OSAGE LANE - SALEM DRIVE TO VILLAGE LIMITS ROCKNE COURT - WALNUT LANE TO SOUTH END SANTUIT COURT - WEST END TO SALEM DRIVE SELKIRK DRIVE - ELMHURST LANE TO ALLISON LANE

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

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NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 06 Typ SectionFebruary 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 06 Typ Section @ 5:38 PM By: Mike Agate - Tab: 06 Typ Section5:38 PM By: Mike Agate - Tab: 06 Typ Section By: Mike Agate - Tab: 06 Typ SectionMike Agate - Tab: 06 Typ Section - Tab: 06 Typ Section06 Typ Section

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

AutoCAD SHX Text

SC2501

AutoCAD SHX Text

FEBRUARY

AutoCAD SHX Text

STREETS AND LIMITS FULL DEPTH RECONSTRUCTION

EXISTING STREET -

PROPOSED STREET -

Engineering Enterprises, Inc.

11 30

TYPICAL SECTIONS2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text GEOTECHNICAL FABRIC FOR GROUND STABILIZATION, AS DIRECTED BY THE ENGINEER REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL;POROUS GRANULAR EMBANKMENT, SUBGRADE, AS DIRECTED BY THE ENGINEER SUBBASE GRANULAR MATERIAL, TYPE B, 6" CLASS D PATCHES AS DIRECTED BY THE ENGINEER (OF THE TYPE SPECIFIED) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50,(3" TYPICAL) IL-9.5FG C N30 SCHAUMBURG LEVELING BINDER COURSE (MACHINE METHOD), (1.75" TYPICAL) IL-4.75FG SCHAUMBURG SURFACE FRICTION COURSE (1.25" TYPICAL) COMBINATION CONCRETE CURB AND GUTTER, OF THE TYPE SPECIFIED (TYPICAL) PORTLAND CEMENT CONCRETE SIDEWALK, 5", AS DIRECTED BY THE ENGINEER (TYPICAL) SODDING, AS DIRECTED BY THE ENGINEER (TYPICAL) 2" SUB-BASE GRANULAR MATERIAL UNDER C&G WILL BE INCIDENTAL TO CURB AND GUTTER CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text BERRY COURT - WEST END TO WALNUT LANE ODLUM COURT - NORTH END TO ODLUM DRIVE TRURO COURT - NORTH END TO AIMTREE PLACE WINFIELD COURT -HEATHERWOOD DRIVE TO SOUTH END

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text C

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

FILE:

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 07 Typ SectionFebruary 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 07 Typ Section @ 5:38 PM By: Mike Agate - Tab: 07 Typ Section5:38 PM By: Mike Agate - Tab: 07 Typ Section By: Mike Agate - Tab: 07 Typ SectionMike Agate - Tab: 07 Typ Section - Tab: 07 Typ Section07 Typ Section

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

AutoCAD SHX Text

SC2501

AutoCAD SHX Text

FEBRUARY

AutoCAD SHX Text

STREETS AND LIMITS SINGLE LIFT OVERLAY

EXISTING STREET -

PROPOSED STREET -

Engineering Enterprises, Inc.

12 30

TYPICAL SECTIONS2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text GEOTECHNICAL FABRIC FOR GROUND STABILIZATION, AS DIRECTED BY THE ENGINEER REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL;POROUS GRANULAR EMBANKMENT, SUBGRADE, AS DIRECTED BY THE ENGINEER SUBBASE GRANULAR MATERIAL, TYPE B, 6" CLASS D PATCHES AS DIRECTED BY THE ENGINEER (OF THE TYPE SPECIFIED) CLASS D PATCHES, 3" (SPECIAL) ONLY FOR AREAS ADJACENT TO CURB REMOVAL & REPLACEMENT HOT-MIX ASPHALT SURFACE COURSE, IL-9.5FG D N50 IL-9.5FG C N30 SCHAUMBURG LEVELING BINDER COURSE (MACHINE METHOD), (1.5" TYPICAL) COMBINATION CONCRETE CURB AND GUTTER, OF THE TYPE SPECIFIED (TYPICAL) PORTLAND CEMENT CONCRETE SIDEWALK, 5", AS DIRECTED BY THE ENGINEER (TYPICAL) SODDING, AS DIRECTED BY THE ENGINEER (TYPICAL) IL-9.5FG C N30 SCHAUMBURG SURFACE COURSE (MACHINE METHOD), (1.5" TYPICAL) 2" SUB-BASE GRANULAR MATERIAL UNDER C&G WILL BE INCIDENTAL TO CURB AND GUTTER CONSTRUCTION

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text COVEHILL COURT - NORTH END TO SAGAMORE DRIVE QUANSET COURT - SAGAMORE DRIVE TO EAST END

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text D

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2' MAX.

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

2.0%%% MAX

AutoCAD SHX Text

REVISIONS

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DATE

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NO.

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SHEET

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FILE:

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PROJECT NO:

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DATE:

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SC2501-COVER

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501-COVER

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 08 Typ SectionFebruary 19, 2026 @ 5:38 PM By: Mike Agate - Tab: 08 Typ Section @ 5:38 PM By: Mike Agate - Tab: 08 Typ Section5:38 PM By: Mike Agate - Tab: 08 Typ Section By: Mike Agate - Tab: 08 Typ SectionMike Agate - Tab: 08 Typ Section - Tab: 08 Typ Section08 Typ Section

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text 52 Wheeler Road Sugar Grove, Illinois 60554 630.466.6700 / www.eeiweb.com

AutoCAD SHX Text

AutoCAD SHX Text Bar = 1" When

AutoCAD SHX Text printed FULL size.

AutoCAD SHX Text Adjust stated

AutoCAD SHX Text scales to print size.

AutoCAD SHX Text

SC2501

AutoCAD SHX Text

FEBRUARY

AutoCAD SHX Text

COOK COUNTY, ILLINOIS

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

2% & VARIES

AutoCAD SHX Text

0"-3" OR AS DIRECTED

AutoCAD SHX Text

VARIES 24'-30'

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text 1'

AutoCAD SHX Text

1.5" OR AS DIRECTED

AutoCAD SHX Text

1.5" OR AS DIRECTED

AutoCAD SHX Text D

13 30

2026 STREET IMPROVEMENT

PROGRAM

CONTRACT 1

VILLAGE OF SCHAUMBURG

LEGEND

ODLUM DRIVE

ODLUM COURT

DEBBIE LANE

HEATHERWOOD DRIVE

SHEFFIELD DRIVE

SCHAUMBURG ROAD

N W

U T

ROMM COURT

C O

N WALNUT LANE

U E

ROCKNE COURT

HITCHING POST LANE

MATCHLINE _

(SEE SHEET _)

ODLUM COURT, ROCKNE COURT, ROMM COURT, WINDFIELD COURT

PAVEMENT IMPROVEMENT PLAN

2232 2208 2200

2209 2201

308300

2224 2216

189 197181 205

204 212 220 228

21922200

220122092217

2216 2208254 - 226

258 - 286

318 - 290

322 - 350

2999 - 2971

3000 - 2972 2968 - 2940 2936 - 2908

2961 - 2933

321 - 349

289 - 317

257 - 287

258 - 286

305 - 333

322 - 350

2855 - 2843

353 - 381

322 - 350

354 - 382

2904 - 2888 2872 - 2856 372 - 400

340 - 368

AutoCAD SHX Text

REVISIONS

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DATE

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NO.

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SHEET

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FILE:

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PROJECT NO:

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DATE:

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SC2501 PLAN

AutoCAD SHX Text Path:\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501 PLAN\\HERCULES\EEI_STORAGE\CAD\SDSKPROJ\SC_SCHAUMBURG\2025\SC2501\DWG FINAL ENG\SC2501 PLAN

AutoCAD SHX Text Plotted: February 19, 2026 @ 5:38 PM By: Mike Agate - Tab: Plan 01February 19, 2026 @ 5:38 PM By: Mike Agate - Tab:…

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File details come from the government source that posted it. Updated Feb 24, 2026.