2024-05-15_Bid_Drawings_Set.pdf

PDF 27 MB Posted May 17, 2024

Attached to: Gray Farm Marsh Storm Sewer Improvements
Solicitation number: 2024-IFB-052
Issued by: Cook County, Illinois

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Written by GovTribe AI · May 12, 2025

These are bid drawings for the Gray Farm Marsh Storm Sewer Improvements project, prepared by Engineering Resource Associates for the Village of Schaumburg, Illinois, dated May 15, 2024. The project involves installing additional reinforced concrete pipe (RCP) storm water pipes to convey storm water to the south pond of Gray Farm Marsh, addressing historical flooding issues in the low-lying portions of the Strathmore neighborhood. The bid documents include 31 detailed sheets covering project specifications, including site plans, erosion control measures, utility coordination, standard drawings, and technical details. The Village of Schaumburg will accept sealed bids via their e-Procurement Portal for Invitation for Bid (IFB) 2024-IFB-052, with bids due no later than Friday, June 7, 2024, at 2:00 pm.

The project scope includes removing existing infrastructure, installing new 36-inch and 30-inch storm sewers, relocating utilities, constructing three precast concrete junction chambers, removing a steel sheet pile wall, and implementing comprehensive erosion and sediment control measures. The drawings detail specific engineering requirements, including pipe materials, elevations, utility conflicts, and construction methodologies adhering to Illinois Department of Transportation (IDOT), Metropolitan Water Reclamation District (MWRD), and local municipal standards. The project site is located in the Gray Farm Park and Conservation Area, with work primarily focused on Cloverdale Lane and surrounding areas, and aims to improve storm water management and reduce flooding risks for the surrounding neighborhood.

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File	Type	Posted
Gray_Farm_Marsh_Storm_Sewer_Improvements_(Addendum_#2_Revision).pdf	PDF	Jun 3, 2024
2024-05-15_Specifications_for_Bid.pdf	PDF	May 17, 2024

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Call before you dig 800.892.0123

It's smart It's free It's the law

ILLINOIS

ONE-CALL SYSTEM

3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

ENGINEERING

RESOURCE ASSOCIATES

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821 PHONE

(217) 351-6268

FAX (217) 355-1902

TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE

DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED

BY THE PROPOSED DEVELOPMENT. IF ANY DRAINAGE

PATTERNS WILL BE CHANGED, REASONABLE PROVISIONS

HAVE BEEN MADE FOR THE COLLECTION AND DIVERSION

OF SUCH SURFACE WATERS INTO THE PUBLIC AREA, OR

DRAINS APPROVED FOR THE USE BY THE MUNICIPAL

ENGINEER, AND THAT SUCH SURFACE WATERS ARE

PLANNED FOR IN ACCORDANCE WITH GENERALLY

ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE

THE LIKELIHOOD OF DAMAGES TO ADJOINING

PROPERTIES.

AutoCAD SHX Text H:\Schaumburg, Village\W23052.00 GrayFarmMarsh\CADD\02 Sheet\W23052.00 - sht - cover.dwg Updated by: rbellot 5/15/2024 Updated by: rbellot 5/15/2024rbellot 5/15/2024 5/15/20245/15/2024

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%%ULOCATION MAP

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%%UINDEX OF SHEETS

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VILLAGE OF SCHAUMBURG GRAY FARM MARSH DRAINAGE IMPROVEMENTS SCHAUMBURG, ILLINOIS

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FINAL PLANS

AutoCAD SHX Text VILLAGE OF SCHAUMBURG ENGINEERING AND PUBLIC WORKS DEPARTMENT 714 S. PLUM GROVE ROAD SCHAUMBURG, ILLINOIS 60193

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%%UPREPARED FOR:

AutoCAD SHX Text 1 COVER SHEET COVER SHEET 2 GENERAL NOTES GENERAL NOTES 3 MWRD GENERAL NOTES MWRD GENERAL NOTES 4 SUMMARY OF QUANTITIES SUMMARY OF QUANTITIES 5 ALIGNMENT, CONTROL, AND ALIGNMENT, CONTROL, AND BENCHMARKS PLAN 6 EXISTING CONDITIONS AND REMOVAL EXISTING CONDITIONS AND REMOVAL PLAN 7-8 PLAN AND PROFILE PLAN AND PROFILE 9 PRECAST CONCRETE JUNCTION PRECAST CONCRETE JUNCTION CHAMBER #1 10 PRECAST CONCRETE JUNCTION PRECAST CONCRETE JUNCTION CHAMBER #2 11 PRECAST CONCRETE JUNCTION PRECAST CONCRETE JUNCTION CHAMBER #3 12 STEEL SHEET PILE WALL REMOVAL STEEL SHEET PILE WALL REMOVAL 13 SOIL EROSION AND SEDIMENT SOIL EROSION AND SEDIMENT CONTROL NOTES 14 SOIL EROSION AND SEDIMENT SOIL EROSION AND SEDIMENT CONTROL PLAN 15 SOIL EROSION AND SEDIMENT SOIL EROSION AND SEDIMENT CONTROL CONSTRUCTION DETAILS 16 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 17-18 ILLINOIS EPA STANDARD DRAWINGS ILLINOIS EPA STANDARD DRAWINGS 19-30 IDOT STANDARD DRAWINGS IDOT STANDARD DRAWINGS 31 DISTRICT 1 STANDARD DRAWINGSDISTRICT 1 STANDARD DRAWINGS

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ERA JOB NO.: W23052.00

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COOK COUNTY SECTION 19 & 20 TOWNSHIP 41N RANGE 10E

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GRAY FARM PARK AND CONSERVATION AREA

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CLOVERDALE LANE

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WALNUT LANE

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SCHAUMBURG ROAD

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CONTINENTAL LANE

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CLOVERDALE LANE

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IL. P.E. NO. 062-058762

AutoCAD SHX Text Expires: November 30, 2025

AutoCAD SHX Text Marty J. Michalisko, P.E.

3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERING

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SHEET_____OF_____

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JOB NO:

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AutoCAD SHX Text H:\Schaumburg, Village\W23052.00 GrayFarmMarsh\CADD\02 Sheet\W23052.00 - sht - notes.dwg Updated by: rbellot 5/15/2024 Updated by: rbellot 5/15/2024rbellot 5/15/2024 5/15/20245/15/2024

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VILLAGE OF SCHAUMBURG GRAY FARM MARSH DRAINAGE IMPROVEMENTS

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DESCRIPTION

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DESCRIPTION

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GENERAL NOTES

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N.T.S.

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERING

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FOLLOWING, EXCEPT AS MODIFIED HEREIN OR ON THE PLANS:

* STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION), BY THE ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT SS) FOR ALL IMPROVEMENTS EXCEPT SANITARY

SEWER AND WATER MAIN CONSTRUCTION;

* STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, LATEST

EDITION (SSWS) FOR SANITARY SEWER AND WATER MAIN CONSTRUCTION;

* VILLAGE OF SCHAUMBURG MUNICIPAL CODE;

* THE METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRD) WATERSHED

MANAGEMENT ORDINANCE AND TECHNICAL GUIDANCE MANUAL;

* IN CASE OF CONFLICT BETWEEN THE APPLICABLE ORDINANCES NOTED, THE MORE STRINGENT SHALL TAKE

PRECEDENCE AND SHALL CONTROL ALL CONSTRUCTION.

VITRIFIED CLAY PIPE

REINFORCED CONCRETE SEWER PIPE

CAST IRON SOIL PIPE

DUCTILE IRON PIPE

POLYVINYL CHLORIDE (PVC) PIPE

6-INCH TO 15-INCH DIAMETER SDR 26

18-INCH TO 27-INCH DIAMETER F/DY=46

HIGH DENSITY POLYETHYLENE (HDPE)

WATER MAIN QUALITY PVC

4-INCH TO 36-INCH

4-INCH TO 12-INCH

14-INCH TO 48-INCH

ASTM C-700

ASTM C-76

ASTM A-74

ANSI A21.51

ASTM D-3034

ASTM F-679

ASTM D-3350

ASTM D-3035

ASTM D-2241

AWWA C900

AWWA C905

ASTM C-425

ASTM C-443

ASTM C-564

ANSI A21.11

ASTM D-3212

ASTM D-3261,F-2620 (HEAT FUSION)

ASTM D-3212,F-477 (GASKETED)

ASTM D-3139

PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONSA. REFERENCED SPECIFICATIONS

B. NOTIFICATIONS

C. GENERAL NOTES

D. SANITARY SEWER

E. EROSION AND SEDIMENT CONTROL

1. THE MWRD LOCAL SEWER SYSTEMS SECTION FIELD OFFICE MUST BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK (CALL 708-588-4055 OR SEND EMAIL NOTIFICATION WITH

PROJECT NAME, LOCATION AND PERMIT NUMBER TO WMOJOBSTART@MWRD.ORG).

2. THE VILLAGE OF SCHAUMBURG ENGINEERING DEPARTMENT AND PUBLIC MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO THE START OF CONSTRUCTION AND PRIOR TO EACH PHASE OF WORK. CONTRACTOR SHALL DETERMINE ITEMS REQUIRING INSPECTION PRIOR TO START OF CONSTRUCTION OR EACH WORK PHASE.

3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION FOR THE EXACT LOCATIONS OF UTILITIES AND FOR THEIR PROTECTION DURING CONSTRUCTION. IF EXISTING UTILITIES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, IMMEDIATELY NOTIFY THE ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED. CALL J.U.L.I.E. AT 1-800-892-0123.

1. ALL ELEVATIONS SHOWN ON PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

CONVERSION FACTOR IS 0 FT.

2. MWRD, THE MUNICIPALITY AND THE OWNER OR OWNER’S REPRESENTATIVE SHALL HAVE THE AUTHORITY TO

INSPECT, APPROVE, AND REJECT THE CONSTRUCTION IMPROVEMENTS.

3. THE CONTRACTOR(S) SHALL INDEMNIFY THE OWNER, ENGINEER, MUNICIPALITY, MWRD, AND THEIR AGENTS, ETC., FROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, OR TESTING OF THIS WORK

ON THE PROJECT.

4. THE PROPOSED IMPROVEMENTS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING PLANS AS APPROVED BY MWRD AND THE MUNICIPALITY UNLESS CHANGES ARE APPROVED BY MWRD, THE MUNICIPALITY, OR AUTHORIZED AGENT. THE CONSTRUCTION DETAILS, AS PRESENTED ON THE PLANS, MUST

BE FOLLOWED. PROPER CONSTRUCTION TECHNIQUES MUST BE FOLLOWED ON THE IMPROVEMENTS

INDICATED ON THE PLANS.

5. THE LOCATION OF VARIOUS UNDERGROUND UTILITIES WHICH ARE SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND REPRESENT THE BEST KNOWLEDGE OF THE ENGINEER. VERIFY LOCATIONS AND

ELEVATIONS PRIOR TO BEGINNING THE CONSTRUCTION OPERATIONS.

6. ANY EXISTING PAVEMENT, SIDEWALK, DRIVEWAY, ETC., DAMAGED DURING CONSTRUCTION OPERATIONS AND NOT CALLED FOR TO BE REMOVED SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR.

7. MATERIAL AND COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS

OF THE MUNICIPALITY, MWRD, AND OWNER.

8. THE UNDERGROUND CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS TO NOTIFY ALL

INSPECTION AGENCIES.

9. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS DISTURBED DURING CONSTRUCTION

SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO FINAL INSPECTION.

10. RECORD DRAWINGS SHALL BE KEPT BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER AS SOON AS UNDERGROUND IMPROVEMENTS ARE COMPLETED. FINAL PAYMENTS TO THE CONTRACTOR SHALL BE HELD UNTIL THEY ARE RECEIVED. ANY CHANGES IN LENGTH, LOCATION OR ALIGNMENT SHALL BE SHOWN IN RED.

ALL WYES OR BENDS SHALL BE LOCATED FROM THE DOWNSTREAM MANHOLE. ALL VALVES, B-BOXES, TEES

OR BENDS SHALL BE TIED TO A FIRE HYDRANT.

1. THE CONTRACTOR SHALL TAKE MEASURES TO PREVENT ANY POLLUTED WATER, SUCH AS GROUND AND

SURFACE WATER, FROM ENTERING THE EXISTING SANITARY SEWERS.

2. A WATER-TIGHT PLUG SHALL BE INSTALLED IN THE DOWNSTREAM SEWER PIPE AT THE POINT OF SEWER CONNECTION PRIOR TO COMMENCING ANY SEWER CONSTRUCTION. THE PLUG SHALL REMAIN IN PLACE UNTIL REMOVAL IS AUTHORIZED BY THE MUNICIPALITY AND/OR MWRD AFTER THE SEWERS HAVE BEEN

TESTED AND ACCEPTED.

3. DISCHARGING ANY UNPOLLUTED WATER INTO THE SANITARY SEWER SYSTEM FOR THE PURPOSE OF SEWER FLUSHING OF LINES FOR THE DEFLECTION TEST SHALL BE PROHIBITED WITHOUT PRIOR APPROVAL

FROM THE MUNICIPALITY OR MWRD.

4. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS

FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS (LATEST EDITION).

5. ALL FLOOR DRAINS SHALL DISCHARGE TO THE SANITARY SEWER SYSTEM.

6. ALL DOWNSPOUTS AND FOOTING DRAINS SHALL DISCHARGE TO THE STORM SEWER SYSTEM.

7. ALL SANITARY SEWER PIPE MATERIALS AND JOINTS (AND STORM SEWER PIPE MATERIALS AND JOINTS

IN A COMBINED SEWER AREA) SHALL CONFORM TO THE FOLLOWING:

1. THE CONTRACTOR SHALL INSTALL THE EROSION AND SEDIMENT CONTROL DEVICES AS SHOWN ON THE

APPROVED EROSION AND SEDIMENT CONTROL PLAN.

2. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE FUNCTIONAL PRIOR TO HYDROLOGIC

DISTURBANCE OF THE SITE.

3. ALL DESIGN CRITERIA, SPECIFICATIONS, AND INSTALLATION OF EROSION AND SEDIMENT CONTROL

PRACTICES SHALL BE IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL.

4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE

SITE AT ALL TIMES.

5. INSPECTIONS AND DOCUMENTATION SHALL BE PERFORMED, AT A MINIMUM:

a) UPON COMPLETION OF INITIAL EROSION AND SEDIMENT CONTROL MEASURES, PRIOR TO ANY

SOIL DISTURBANCE.

b) ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT

WITH GREATER THAN 0.5 INCH OF RAINFALL OR LIQUID EQUIVALENT PRECIPITATION.

6. SOIL DISTURBANCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION.

IF STRIPPING, CLEARING, GRADING, OR LANDSCAPING ARE TO BE DONE IN PHASES, THE CO-PERMITTEE

SHALL PLAN FOR APPROPRIATE SOIL EROSION AND SEDIMENT CONTROL MEASURES.

7. A STABILIZED MAT OF CRUSHED STONE MEETING THE STANDARDS OF THE ILLINOIS URBAN MANUAL SHALL BE INSTALLED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE. SEDIMENT OR SOIL REACHING AN IMPROVED PUBLIC RIGHT-OF-WAY, STREET, ALLEY OR PARKING AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND

TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.

8. CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILLINOIS URBAN MANUAL AND SHALL BE INSTALLED PRIOR TO ANY ON SITE CONSTRUCTION ACTIVITIES INVOLVING

CONCRETE.

9. MORTAR WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ADDITION TO CONCRETE WASHOUT

FACILITIES FOR ANY BRICK AND MORTAR BUILDING ENVELOPE CONSTRUCTION ACTIVITIES.

10. TEMPORARY DIVERSIONS SHALL BE CONSTRUCTED AS NECESSARY TO DIRECT ALL RUNOFF FROM

HYDROLOGICALLY DISTURBED AREAS TO AN APPROPRIATE SEDIMENT TRAP OR BASIN. VOLUME

CONTROL FACILITIES SHALL NOT BE USED AS TEMPORARY SEDIMENT BASINS.

11. DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES WITHIN

SEVEN (7) DAYS.

12. ALL FLOOD PROTECTION AREAS AND VOLUME CONTROL FACILITIES SHALL, AT A MINIMUM, BE

PROTECTED WITH A DOUBLE-ROW OF SILT FENCE (OR EQUIVALENT).

13. VOLUME CONTROL FACILITIES SHALL NOT BE CONSTRUCTED UNTIL ALL OF THE CONTRIBUTING

DRAINAGE AREA HAS BEEN STABILIZED.

8. ALL SANITARY SEWER CONSTRUCTION (AND STORM SEWER CONSTRUCTION IN COMBINED SEWER AREAS), REQUIRES STONE BEDDING WITH STONE ¼ ” TO 1” IN SIZE, WITH MINIMUM BEDDING THICKNESS EQUAL TO ¼ THE OUTSIDE DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN FOUR (4) INCHES NOR MORE THAN EIGHT (8) INCHES. MATERIAL SHALL BE CA-7, CA-11 OR CA-13 AND SHALL BE EXTENDED AT LEAST 12”

ABOVE THE TOP OF THE PIPE WHEN USING PVC.

9. NON-SHEAR FLEXIBLE-TYPE COUPLINGS SHALL BE USED IN THE CONNECTION OF SEWER PIPES

OF DISSIMILAR PIPE MATERIALS.

10. ALL MANHOLES SHALL BE PROVIDED WITH BOLTED, WATERTIGHT COVERS. SANITARY LIDS SHALL BE CONSTRUCTED WITH A CONCEALED PICKHOLE AND WATERTIGHT GASKET WITH THE WORD “SANITARY”

CAST INTO THE LID.

11. WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN AN EXISTING WYE, TEE, OR

AN EXISTING MANHOLE, ONE OF THE FOLLOWING METHODS SHALL BE USED:

a) A CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOLS (“SHEWER-TAP” MACHINE OR SIMILAR)

AND PROPER INSTALLATION OF HUBWYE SADDLE OR HUB-TEE SADDLE.

b) REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF ONE BELL) AND REPLACE WITH

A WYE OR TEE BRANCH SECTION.

c) WITH PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED LENGTH OF PIPE FOR INSERTION OF PROPER FITTING, USING “BAND SEAL” OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE.

12. WHENEVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATERMAIN, THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATERMAIN SHALL BE 18 INCHES.

FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY/COMBINED

SEWERS AND WATERMAINS SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18” VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME

TRENCH WITH THE WATERMAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED

EARTH, KEEPING A MINIMUM 18” VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES DESCRIBED CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS OR IT SHALL BE ENCASED WITH A

WATER MAIN QUALITY CARRIER PIPE WITH THE ENDS SEALED.

13. ALL EXISTING SEPTIC SYSTEMS SHALL BE ABANDONED. ABANDONED TANKS SHALL BE FILLED WITH

GRANULAR MATERIAL OR REMOVED.

14. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE A MINIMUM INSIDE DIAMETER OF 48 INCHES, AND SHALL BE CAST IN PLACE OR PRE-CAST REINFORCED

CONCRETE.

15. ALL SANITARY MANHOLES, (AND STORM MANHOLES IN COMBINED SEWER AREAS), SHALL HAVE PRECAST “RUBBER BOOTS” THAT CONFORM TO ASTM C-923 FOR ALL PIPE CONNECTIONS. PRECAST

SECTIONS SHALL CONSIST OF MODIFIED GROOVE TONGUE AND RUBBER GASKET TYPE JOINTS.

16. ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED AT BOTH ENDS WITH AT LEAST 2 FEET LONG

NON-SHRINK CONCRETE OR MORTAR PLUG.

17. EXCEPT FOR FOUNDATION/FOOTING DRAINS PROVIDED TO PROTECT BUILDINGS, OR PERFORATED PIPES ASSOCIATED WITH VOLUME CONTROL FACILITIES, DRAIN TILES/FIELD TILES/UNDERDRAINS/PERFORATED PIPES ARE NOT ALLOWED TO BE CONNECTED TO OR TRIBUTARY TO COMBINED SEWERS, SANITARY

SEWERS, OR STORM SEWERS TRIBUTARY TO COMBINED SEWERS IN COMBINED SEWER AREAS.

CONSTRUCTION OF NEW FACILITIES OF THIS TYPE IS PROHIBITED; AND ALL EXISTING DRAIN TILES AND PERFORATED PIPES ENCOUNTERED WITHIN THE PROJECT AREA SHALL BE PLUGGED OR REMOVED, AND SHALL NOT BE CONNECTED TO COMBINED SEWERS, SANITARY SEWERS, OR STORM SEWERS TRIBUTARY

TO COMBINED SEWERS.

18. A BACKFLOW PREVENTER IS REQUIRED FOR ALL DETENTION BASINS TRIBUTARY TO COMBINED SEWERS.

REQUIRED BACKFLOW PREVENTERS SHALL BE INSPECTED AND EXERCISED ANNUALLY BY THE PROPERTY OWNER TO ENSURE PROPER OPERATION, AND ANY NECESSARY MAINTENANCES SHALL BE PERFORMED TO ENSURE FUNCTIONALITY. IN THE EVENT OF A SEWER SURCHARGE INTO AN OPEN DETENTION BASIN TRIBUTARY TO COMBINED SEWERS, THE PERMITTEE SHALL ENSURE THAT CLEAN UP AND WASH OUT OF

SEWAGE TAKES PLACE WITHIN 48 HOURS OF THE STORM EVENT.

14. SOIL STOCKPILES SHALL, AT A MINIMUM, BE PROTECTED WITH PERIMETER SEDIMENT CONTROLS.

SOIL STOCKPILES SHALL NOT BE PLACED IN FLOOD PROTECTION AREAS OR THEIR BUFFERS.

15. EARTHEN EMBANKMENT SIDE SLOPES SHALL BE STABILIZED WITH APPROPRIATE EROSION CONTROL

BLANKET.

16. STORM SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED

BY APPROPRIATE SEDIMENT CONTROL MEASURES.

17. THE CONTRACTOR SHALL EITHER REMOVE OR REPLACE ANY EXISTING DRAIN TILES AND INCORPORATE THEM INTO THE DRAINAGE PLAN FOR THE DEVELOPMENT. DRAIN TILES CANNOT BE TRIBUTARY TO A

SANITARY OR COMBINED SEWER. DRAIN TILES ALLOWED IN COMBINED SEWER AREA FOR

GREEN INFRASTRUCTURE PRACTICES.

18. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCHARGE LOCATIONS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. DEWATERING SYSTEMS SHOULD BE INSPECTED

DAILY DURING OPERATIONAL PERIODS. THE SITE INSPECTOR MUST BE PRESENT AT THE

COMMENCEMENT OF DEWATERING ACTIVITIES.

19. THE CONTRCTOR SHALL BE RESPONSIBLE FOR TRENCH DEWATERING AND EXCAVATION FOR THE INSTALLATION OF SANITARY SEWERS, STORM SEWERS, WATERMAINS AS WELL AS THEIR SERVICES AND OTHER APPURTENANCES. ANY TRENCH DEWATERING, WHICH CONTAINS SEDIMENT SHALL PASS

THROUGH A SEDIMENT SETTLING POND OR EQUALLY EFFECTIVE SEDIMENT CONTROL DEVICE.

ALTERNATIVES MAY INCLUDE DEWATERING INTO A SUMP PIT, FILTER BAG OR EXISTING VEGETATED

UPSLOPE AREA. SEDIMENT LADEN WATERS SHALL NOT BE DISCHARGE TO WATERWAYS, FLOOD

PROTECTION AREAS OR THE COMBINED SEWER SYSTEM.

20. ALL PERMANENT EROSION CONTROL PRACTICES SHALL BE INITIATED WITHIN SEVEN (7) DAYS

FOLLOWING THE COMPLETION OF SOIL DISTURBING ACTIVITIES.

21. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED ON A YEAR-ROUND BASIS DURING CONSTRUCTION AND ANY PERIODS OF CONSTRUCTION SHUTDOWN

UNTIL PERMANENT STABILIZATION IS ACHIEVED.

22. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN

THIRTY (30) DAYS AFTER PERMANENT SITE STABILIZATION.

23. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM

REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,

SITE INSPECTOR, OR MWRD.

POLYPROPYLENE (PP) PIPE

12-INCH TO 24-INCH DOUBLE WALL

30-INCH TO 60-INCH TRIPLE WALL

ASTM F-2736

ASTM F-2764

D-3212, F-477

D3212, F-477

PIPE MATERIAL PIPE SPECIFICATIONS JOINT SPECIFICATIONS

THE FOLLOWING MATERIALS ARE ALLOWED ON A QUALIFIED BASIS SUBJECT TO DISTRICT REVIEW AND APPROVAL PRIOR TO PERMIT ISSUANCE. A SPECIAL CONDITION WILL BE ADDED TO THE PERMIT WHEN

THE PIPE MATERIAL BELOW IS USED FOR SEWER CONSTRUCTION OR A CONNECTION IS MADE.

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JOB NO:

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VILLAGE OF SCHAUMBURG GRAY FARM MARSH DRAINAGE IMPROVEMENTS

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DESCRIPTION

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DESCRIPTION

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MWRD GENERAL NOTES

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERING

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REVISIONS:

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APPROVED BY:

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SHEET_____OF_____

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JOB NO:

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VILLAGE OF SCHAUMBURG GRAY FARM MARSH DRAINAGE IMPROVEMENTS

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DESCRIPTION

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DESCRIPTION

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AutoCAD SHX Text May 15, 2024

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SUMMARY OF QUANTITIES

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SUMMARY OF QUANTITIES

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERING

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CLOVERDALE LANE

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CLOVERDALE LANE

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TAMWORTH PLACE

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EMERSON DRIVE

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CLOVERDALE LANE

AutoCAD SHX Text N 63°40'52" E

AutoCAD SHX Text 227.18'

AutoCAD SHX Text N 73°50'17" E

AutoCAD SHX Text 173.36'

AutoCAD SHX Text N 57°27'46" E

AutoCAD SHX Text 465.59'

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GRAY FARM PARK AND CONSERVATION AREA

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BM 2

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CP 6

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CP 5

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CP 3

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CP 4

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CP 12

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CP 1

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CP 18

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CP 7

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BP 10+00.00

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PI 12+27.18

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PI 14+00.54

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EP 18+66.14

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BM 1

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GRAY FARM PARK AND CONSERVATION AREA

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APPROVED BY:

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CHECKED BY:

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SHEET_____OF_____

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JOB NO:

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AutoCAD SHX Text H:\Schaumburg, Village\W23052.00 GrayFarmMarsh\CADD\02 Sheet\W23052.00 - sht - ATB.dwg Updated by: rbellot 5/15/2024 Updated by: rbellot 5/15/2024rbellot 5/15/2024 5/15/20245/15/2024

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VILLAGE OF SCHAUMBURG GRAY FARM MARSH DRAINAGE IMPROVEMENTS

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DESCRIPTION

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ALIGNMENT, CONTROL, AND BENCHMARKS PLAN

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ALIGNMENT COORDINATES - CLOVERDALE LANE

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BP PI PI EP

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STATION 10+00.00 12+27.18 14+00.54 18+66.14

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NORTHING 1,952,838.188 1,952,938.913 1,952,987.168 1,953,237.588

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EASTING 1,039,575.187 1,039,778.820 1,039,945.327 1,040,337.843

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CONTROL POINTS COORDINATES

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NO. 1 3 4 5 6 7 12 18

AutoCAD SHX Text NORTHING 1,953,211.964 1,953,068.442 1,953,009.063 1,952,923.359 1,952,924.046 1,952,908.124 1,953,112.972 1,953,454.336

AutoCAD SHX Text EASTING 1,040,335.158 1,040,033.115 1,040,017.733 1,039,829.282 1,039,505.647 1,039,630.556 1,040,180.507 1,040,253.352

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ELEVATION 829.59 829.46 829.54 830.67 828.64 829.59 830.01 829.01

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BENCHMARKS (NAVD 88)

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NO.

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ELEVATION

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DESCRIPTION

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AutoCAD SHX Text 831.32

AutoCAD SHX Text ARROW BOLT ON THE FIRE HYDRANT LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF CLOVERDALE LANE AND EMERSON DRIVE.

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AutoCAD SHX Text 831.04

AutoCAD SHX Text SOUTHEAST BONNET BOLT ON A FIRE HYDRANT LOCATED AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CLOVERDALE LANE AND TAMWORTH PLACE

AutoCAD SHX Text BM = BENCHMARK = BENCHMARK BP = BEGINNING POINT = BEGINNING POINT CP = CONTROL POINT = CONTROL POINT D = DELTA = DELTA E = EAST = EAST EP = ENDING POINT = ENDING POINT IP = IRON PIPE = IRON PIPE L = ARC LENGTH = ARC LENGTH LT = LEFT = LEFT N = NORTH = NORTH PC = POINT OF CURVATURE = POINT OF CURVATURE PT = POINT OF TANGENCY = POINT OF TANGENCY R = RADIUS = RADIUS RT = RIGHT = RIGHT S = SOUTH = SOUTH T = TANGENT = TANGENT W = WEST= WEST

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SCALE: 1"=40'

3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERING

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2605, SAN MH

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3646, ST MH

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8" VCP

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8" VCP

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15" RCP

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UNKNOWN

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SIDEWALK

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SIDEWALK

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INV:832.07 4"CPP (S) UNABLE TO LOCATE UPSTREAM PIPE

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SANITARY MANHOLE RIM:831.63 INV:826.13 8"VCP (S) *END OF LINE

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SHEET PILE WALL REMOVAL

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HMA PARKING LOT REMOVAL AND REPLACEMENT

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STORM SEWER REMOVAL 15" (WITHIN WORK ZONE)

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TREES TO BE TRANSPLANTED, UNDER 6 INCH

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FLAG POLE TO BE RELOCATED WITH NEW CONCRETE FOUNDATION

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HMA BIKE PATH REMOVAL AND REPLACEMENT

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CLASS D PATCHES, TYPE IV, 6 INCH (MODIFIED)

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EDGE OF WATER AS OF MARCH 23, 2023 ELEV:824.30

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BIT

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BIT PATH

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BIT PARKING LOT

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CHAIN LINK FENCE

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SIGN

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FLAGPOLE

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SPLIT-RAIL WOOD FENCE

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METAL WALL TW 826.1

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CONC

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CONC

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ASPHALT PATH

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BIT PATH

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ASPHALT PATH

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50' WETLAND BUFFER

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AT&T

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AT&T

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CLASS D PATCHES, TYPE I, 6 INCH (MODIFIED)

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COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT

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COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT

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TREES TO BE TRANSPLANTED, UNDER 6 INCH

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100 YR FLOODPLAIN ELEV 828.0

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APPROXIMATE ROW (TAKEN FROM GIS)

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APPROXIMATE ROW (TAKEN FROM GIS)

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STORM SEWER TO BE ABANDONED

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REMOVE AND RELOCATE SIGN PANELS-TYPE 1

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'MARIE LISHKA' MEMORIAL PLAQUE ON CONCRETE BASE

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REMOVE AND RELOCATED SIGN PANEL-TYPE 1

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GRAY FARM PARK SIGN IN LANDSCAPING BED

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3419, SAN MH

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1950, SAN MH

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3167, ST MH

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10" RCP

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12" RCP

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3130, ST INL

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3129, ST INL

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3081, ST INL

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3080, ST INL

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3005, VV

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3166, VV

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3278, ST MH

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1737, ST CB

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3410, ST MH

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3355, ST CB

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3366, ST CB

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UNKNOWN

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33" RCP

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33" RCP

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18" RCP

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3437, VV

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10" VCP

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10" VCP

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8" VCP

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4" VCP

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10" VCP

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1951, ST CB

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1952, ST MH

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1723, FH

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1956, FH

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1956, WV

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1724, WV

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CONTRACTOR TO VERIFY LOCATION, SIZE AND MATERIAL PRIOR TO CONSTRUCTION

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SIDEWALK

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3323, ST INL

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18" RCP

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10" PVC

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24" CMP

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18" RCP

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STORM SEWERS TO BE ABANDONED (TYP)

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SIDEWALK REMOVAL

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COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT

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COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT

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REMOVING CATCH BASINS

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SIDEWALK REMOVAL

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COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT

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VALVE VAULTS TO BE REMOVED

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REMOVING CATCH BASINS

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CLASS D PATCHES, TYPE IV, 6 INCH (MODIFIED)

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COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT

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DRIVEWAY PAVEMENT REMOVAL

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STORM SEWERS TO BE ABANDONED

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REMOVING MANHOLES

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REMOVING MANHOLES

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ROW

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APPROXIMATE ROW (TAKEN FROM GIS)

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BIT

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TREES

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CHAIN LINK FENCE

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GRAVEL

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CONC

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ASPHALT

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2 STORY FRAME RESIDENCE

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2 STORY BRICK & FRAME RESIDENCE

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TRI-LEVEL BRICK & FRAME RESIDENCE

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CONC BLOCK WALL

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LANDSCAPE EDGE

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FRAME OVERHANG

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BIT

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BIT

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BIT

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CONC

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CONC

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CONCRETE

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CONC

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CONC

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CONC

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CONC

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CONC

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BIT

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AT&T

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AT&T

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AT&T

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CLASS D PATCHES, TYPE IV, 6 INCH (MODIFIED)

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CLASS D PATCHES, TYPE IV, 6 INCH (MODIFIED)

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APPROXIMATE ROW (TAKEN FROM GIS)

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APPROXIMATE ROW (TAKEN FROM GIS)

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STORM SEWER REMOVAL 33" (WITHIN WORK ZONE)

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STORM SEWER REMOVAL 18" (WITHIN WORK ZONE)

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WATER MAIN REMOVAL

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FIRE HYDRANT TO BE REMOVED

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VALVE VAULTS TO BE REMOVED

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WATER MAIN REMOVAL

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TREES TO BE TRANSPLANTED, UNDER 6"

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REMOVE AND RELOCATED SIGN PANEL-TYPE 1

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EX STORM

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EX SANITARY

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2605, EX SAN MH 12+62.50 RIM:830.18 INV:821.78 (8.00,E) INV:821.78 (8.00,S)

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3646, EX ST MH 13+00.34 RIM:829.97 T/WATER: 827.07 SUMP: 826.17

AutoCAD SHX Text 3419, EX SAN MH 14+87.88 RIM:829.65 INV:822.65 (10.00,E) INV:822.65 (10.00,SE) INV:822.65 (10.00,W)

AutoCAD SHX Text 1950, EX SAN MH 17+78.23 RIM:829.96 INV:824.36 (4.00,E) INV:823.26 (8.00,SE) INV:823.26 (10.00,SW)

AutoCAD SHX Text 3278, EX ST MH 15+22.26 RIM:829.72 T/WATER: 826.97 SUMP: 824.32 *FILLED W/WATER NO VISIBLE PIPES

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1737, EX ST CB 15+26.01 RIM:828.95 INV:826.65 (12.00,NW)

AutoCAD SHX Text 3410, EX ST MH 14+90.94 RIM:829.45 T/DEBRIS: 826.21 (33.00,SE) INV:825.70 (18.00, NE) INV: 824.75 (33.00,N)

AutoCAD SHX Text 3366, EX ST CB 15+09.66 RIM:828.51 INV:826.36 (12.00,NE) INV:826.21 (12.00,SE) INV:825.76 (18.00,SW)

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3355, EX ST CB 15+09.31 RIM:828.50 INV:826.40 (12.00,NW)

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3323, EX ST INL 15+39.80 RIM:828.64 INV:826.89 (12.00,SW)

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3167, EX ST MH 17+75.71 RIM:829.54 INV:825.09 (18.00,SE) INV:824.75 (12.00,E)

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1951, EX ST CB 18+07.56 RIM:829.13 INV:827.23 (10.00,NE)

AutoCAD SHX Text 3130, EX ST INL 17+93.40 RIM:828.90 INV:825.95 (10.00,NE) INV:825.80 (12.00,NW) INV:826.15 (10.00,E)

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3129, EX ST INL 17+93.40 RIM:828.79 INV:826.09 (10.00,NW)

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EX STORM

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EX SANITARY

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1953, EX SAN MH 17+78.23 RIM:829.99 INV:822.59 (8.00,NE)

AutoCAD SHX Text 1952, EX ST MH 17+75.71 RIM:829.96 T/WATER:826.26 SUMP:824.66 INV:824.66 (24.00,NW) INV:OFFSET (10.00,SW) *FILLED WITH WATER

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3080, EX ST INL 18+23.93 RIM:828.77 INV:827.22 (4.00,NE) INV:826.89 (10.00,N)

AutoCAD SHX Text 3081, EX ST INL 18+24.12 RIM:828.76 INV:826.36 (4.00,NW) INV:825.96 (10.00,SW) INV:826.06 (10.00, W)

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3437, EX VALVE VAULT STA. RIM:829.52 T/PIPE:824.82 8"DIP

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3166, EX VALVE VAULT STA. RIM:829.47 T/PIPE:823.13 8"DIP

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3005, EX VALVE VAULT STA. RIM:829.34 T/PIPE:823.29 8"DIP

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EX WATER

AutoCAD SHX Text LEGEND CLASS D PATCHES, 6 INCH (MODIFIED) HMA PARKING LOT REMOVAL AND REPLACEMENT HMA BIKE PATH REMOVAL AND REPLACEMENT DRIVEWAY PAVEMENT REMOVAL SIDEWALK REMOVAL STORM SEWERS TO BE ABANDONED STORM SEWERS OR WATER MAIN TO BE REMOVED TREE REMOVAL

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SHEET_____OF_____

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JOB NO:

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AutoCAD SHX Text H:\Schaumburg, Village\W23052.00 GrayFarmMarsh\CADD\02 Sheet\W23052.00 - sht - removal.dwg Updated by: rbellot 5/15/2024 Updated by: rbellot 5/15/2024rbellot 5/15/2024 5/15/20245/15/2024

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VILLAGE OF SCHAUMBURG GRAY FARM MARSH DRAINAGE IMPROVEMENTS

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DESCRIPTION

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DESCRIPTION

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EXISTING CONDITIONS AND REMOVAL PLAN

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MATCH LINE STA. 14+20

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HORZ.

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VERT.

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MATCH LINE STA. 14+20

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HORZ.

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VERT.

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CLOVERDALE LANE

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CLOVERDALE LANE

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TAMWORTH PLACE

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EMERSON DRIVE

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GRAY FARM PARK AND CONSERVATION AREA

DETENTION POND

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERING

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AT&T

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AT&T

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2605, SAN MH

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3646, ST MH

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8" VCP

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8" VCP

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15" RCP

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UNKNOWN

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SIDEWALK

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SIDEWALK

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INV:832.07 4"CPP (S) UNABLE TO LOCATE UPSTREAM PIPE

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EDGE OF WATER AS OF MARCH 23, 2023 ELEV:824.30

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BIT

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BIT PATH

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BIT PARKING LOT

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CHAIN LINK FENCE

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SIGN

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SPLIT-RAIL WOOD FENCE

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METAL WALL TW 826.1

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CONC

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CONC

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ASPHALT PATH

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BIT PATH

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ASPHALT PATH

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50' WETLAND BUFFER

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STONE RIPRAP, CLASS A4 AND FILTER FABRIC

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AutoCAD SHX Text P100

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AutoCAD SHX Text P109

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AutoCAD SHX Text P105

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ROW

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ROW

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ROW

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ROW

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ROW

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APPROXIMATE ROW (TAKEN FROM GIS)

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100 YR FLOODPLAIN ELEV 828.0

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SEEDING, CLASS 4A AND SEEDING, CLASS 5

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FRAMES AND LIDS, TYPE 1, OPEN LID

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APPROXIMATE ROW (TAKEN FROM GIS)

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APPROXIMATE ROW (TAKEN FROM GIS)

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'MARIE LISHKA' MEMORIAL PLAQUE ON CONCRETE BASE

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GRAY FARM PARK SIGN IN LANDSCAPING BED

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8" EX SAN (VCP)

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15" EX STORM TO BE REMOVED

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15" STORM

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INV 825.50

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INV 824.13

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INV 824.32

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EX GROUND

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DUAL STORM SEWERS, CLASS A, TYPE 1, 36" @ 0.08%

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DUAL STORM SEWERS, CLASS A, TYPE 1, 36" @ 0.08%

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EX. STEEL SHEET PILE T/W 826.1

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CONCRETE END SECTION, STANDARD 542002, 36" 1:4 (S100)

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JUNCTION CHAMBER #1 (S102)

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REINFORCED CONCRETE PIPE ELBOW 36" (10°)

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REINFORCED CONCRETE PIPE ELBOW 36" (16°)

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STONE RIPRAP, CLASS A4

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TOPSOIL FURNISH AND PLACE, 6"

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EX 8" WM

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EDGE OF WATER ELEV 824.30 03-23-23

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EX STORM

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EX SANITARY

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2605, EX SAN MH 12+62.50 RIM:830.18 INV:821.78 (8.00,E) INV:821.78 (8.00,S)

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3646, EX ST MH 13+00.34 RIM:829.97 T/WATER: 827.07 SUMP: 826.17

AutoCAD SHX Text PROPOSED STRUCTURES S100 CONCRETE END SECTION, STANDARD CONCRETE END SECTION, STANDARD 542002, 36" 1:4 STA. 10+50, 0' AND STA. 10+50, 5.67' LT INV-824.13 S101 MANHOLES, TYPE A, 4'-DIAMETER, MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID STA. 12+82.12, 12.45' RT RIM-830.60 INV-826.00 15" RCCP (NW) INV-826.33 EX 15" RCCP (S) S102 JUNCTION CHAMBER #1 WITH JUNCTION CHAMBER #1 WITH TYPE 1 FRAME, OPEN LID STA.12+82.20, 2.83' LT RIM-830.82 INV-824.32 36" RCCP (NE) INV-824.32 36" RCCP (SW) INV-825.50 15" RCCP (SE) S102A CATCH BASIN, TYPE C, CATCH BASIN, TYPE C, TYPE 11V FRAME AND GRATE WITH OPEN CURB BOX STA. 12+94.66, 30.72' LT RIM-830.03 INV-826.22 EX 15" RCP (N)

AutoCAD SHX Text PROPOSED PIPES P100 STORM SEWERS, CLASS A STORM SEWERS, CLASS A (RCCP), TYPE 1 36" 178' @ 0.08% P101 STORM SEWERS, CLASS A STORM SEWERS, CLASS A (RCCP), TYPE 1 36" 178' @ 0.08% P102 REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ELBOW 36" (10°)STA. 12+27, 0' P103 REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ELBOW 36" (10°)STA. 12+27, 5.67' LT' P104 STORM SEWERS, CLASS A STORM SEWERS, CLASS A (RCCP), TYPE 1 36" 55' @ 0.08% P105 STORM SEWERS, CLASS A STORM SEWERS, CLASS A (RCCP), TYPE 1 36" 55' @ 0.08% P106 STORM SEWERS, CLASS A STORM SEWERS, CLASS A (RCCP), TYPE 1 15" 10' @ 5.0% P107 STORM SEWERS, CLASS A STORM SEWERS, CLASS A (RCCP), TYPE 1 36" 118' @ 0.08% P108 STORM SEWERS, CLASS A STORM SEWERS, CLASS A (RCCP), TYPE 1 36" 118' @ 0.08% P109 REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ELBOW 36" (16°)STA. 14+01, 0' P110 REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ELBOW 36" (16°)STA. 14+01, 5.67' LT'

AutoCAD SHX Text LEGEND CLASS D PATCHES, 6 INCH (MODIFIED) HMA PARKING LOT REMOVAL AND REPLACEMENT HMA BIKE PATH REMOVAL AND REPLACEMENT PCC DRIVEWAY PAVEMENT, 6 INCH PCC SIDEWALK 5 INCH SEEDING, CLASS 4A AND SEEDING, CLASS 5 AND TOPSOIL FURNISH AND PLACE, 6" SODDING, SALT TOLERANT AND TOPSOIL FURNISH AND PLACE, 6" ABANDONED STORM SEWERS

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REVISIONS:

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DATE

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APPROVED BY:

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CHECKED BY:

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DRAWN BY:

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TITLE:

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SHEET_____OF_____

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JOB NO:

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SCALE:

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DATE:

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AutoCAD SHX Text 1"=20'H;1"=2'V

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DATE

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AutoCAD SHX Text H:\Schaumburg, Village\W23052.00 GrayFarmMarsh\CADD\02 Sheet\W23052.00 - sht - planprof.dwg Updated by: rbellot 5/15/2024 Updated by: rbellot 5/15/2024rbellot 5/15/2024 5/15/20245/15/2024

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VILLAGE OF SCHAUMBURG GRAY FARM MARSH

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EXISTING C/L PROFILE PROPOSED C/L PROFILE

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DESCRIPTION

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DESCRIPTION

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MATCH LINE STA. 14+20 SEE SHEET 8

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AutoCAD SHX Text May 15, 2024

AutoCAD SHX Text W23052.00

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CLOVERDALE LANE PLAN AND PROFILE STA. 10+00 STA. 14+20

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HORZ.

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VERT.

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CLOVERDALE LANE

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GRAY FARM PARK AND CONSERVATION AREA

3S701 WEST AVENUE, SUITE 150

WARRENVILLE, ILLINOIS 60555

PHONE (630) 393-3060

FAX (630) 393-2152

10 S. RIVERSIDE PLAZA , SUITE 875

CHICAGO, ILLINOIS 60606

PHONE (312) 474-7841

FAX (312) 474-6099

2416 GALEN DRIVE

CHAMPAIGN, ILLINOIS 61821

PHONE (217) 351-6268

FAX (217) 355-1902RESOURCE ASSOCIATES

ENGINEERING

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AT&T

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AT&T

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3419, SAN MH

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1950, SAN MH

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10" RCP

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12" RCP

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3130, ST INL

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3129, ST INL

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3081, ST INL

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3080, ST INL

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3005, VV

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3278, ST MH

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3355, ST CB

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3366, ST CB

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33" RCP

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33" RCP

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18" RCP

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10" VCP

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10" VCP

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8" VCP

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4" VCP

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10" VCP

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1952, ST MH

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1956, FH

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1956, WV

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CONTRACTOR TO VERIFY LOCATION, SIZE AND MATERIAL PRIOR TO CONSTRUCTION

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SIDEWALK

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SIDEWALK

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SIDEWALK

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3323, ST INL

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18" RCP

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10" PVC

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24" CMP

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18" RCP

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BIT

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TREES

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CHAIN LINK FENCE

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GRAVEL

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CONC

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ASPHALT

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2 STORY FRAME RESIDENCE

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2 STORY BRICK & FRAME RESIDENCE

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TRI-LEVEL BRICK & FRAME RESIDENCE

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CONC BLOCK WALL

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LANDSCAPE EDGE

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FRAME OVERHANG

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BIT

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BIT

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BIT

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CONCRETE

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CONC

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CONC

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CONC

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CONC

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CONC

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BIT

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APPROXIMATE ROW (TAKEN FROM GIS)

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ROW

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ROW

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ROW

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ROW

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ROW

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ROW

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UTILITY CONFLICT-STORM SEWER WITH GAS LINE

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UTILITY CONFLICTS-STORM SEWER WITH ASTOUND INTERNET CABLE

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UTILITY CONFLICTS-STORM SEWER WITH GAS LINE, AND ASTOUND INTERNET CABLE

AutoCAD SHX Text UTILITY CONFLICTS-STORM SEWER WITH COMED UNDERGROUND CABLE AND AT&T COMMUNICATION CABLE

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PCC DRIVEWAY PAVEMENT, 6 INCH

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PCC SIDEWALK 5 INCH AND DETECTABLE WARNINGS

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PCC SIDEWALK 5 INCH AND DETECTABLE WARNINGS

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FRAMES AND LIDS, TYPE 1, OPEN LID

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FRAMES AND LIDS, TYPE 1, OPEN LID

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APPROXIMATE ROW (TAKEN FROM GIS)

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10" EX SAN (VCP) AT

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33" EX STORM TO BE REMOVED

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8" EX SAN (VCP) AT

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4" EX SAN (VCP) (FORCE MAIN)

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18" EX STORM TO BE ABANDONED

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EX ELECTRIC (COMED)

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EX CABLE (AT&T)

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EX CABLE (ASTOUND)

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18" STORM AT

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36" STORM AT

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INV 824.47

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INV 824.70

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EX GROUND

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DUAL STORM SEWERS, CLASS A, TYPE 1, 30" @ 0.08%

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EX 8" WM

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36" STORM AT WM CROSSING

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JUNCTION CHAMBER #2 (S103)

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DUCTILE WATER MAIN 8"

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DUAL STORM SEWERS, CLASS A, TYPE 1, 36" @ 0.08%

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JUNCTION CHAMBER #3 (S107)

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10" EX SAN (VCP) AT WM CROSSING

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8" EX SAN (VCP) AT WM CROSSING

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18" STORM AT WM CROSSING

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DUCTILE WATER MAIN 8"

AutoCAD SHX Text 3419, EX SAN MH 14+87.88 RIM:829.65 INV:822.65 (10.00,E) INV:822.65 (10.00,SE) INV:822.65 (10.00,W)

AutoCAD SHX Text 1950, EX SAN MH 17+78.23 RIM:829.96 INV:824.36 (4.00,E) INV:823.26 (8.00,SE) INV:823.26 (10.00,SW)

AutoCAD SHX Text 3278, EX ST MH 15+22.26 RIM:829.72 T/WATER: 826.97 SUMP: 824.32 *FILLED W/WATER NO VISIBLE PIPES

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1737, EX ST CB 15+26.01 RIM:828.95 INV:826.65 (12.00,NW)

AutoCAD SHX Text 3410, EX ST MH 14+90.94 RIM:829.45 T/DEBRIS: 826.21 (33.00,SE) INV:825.70 (18.00, NE) INV: 824.75 (33.00,N)

AutoCAD SHX Text 3366, EX ST CB 15+09.66 RIM:828.51 INV:826.36 (12.00,NE) INV:826.21 (12.00,SE) INV:825.76 (18.00,SW)

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3355, EX ST CB 15+09.31 RIM:828.50 INV:826.40 (12.00,NW)

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3323, EX ST INL 15+39.80 RIM:828.64 INV:826.89 (12.00,SW)

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3167, EX ST MH 17+75.71 RIM:829.54 INV:825.09 (18.00,SE) INV:824.75 (12.00,E)

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1951, EX ST CB 18+07.56 RIM:829.13 INV:827.23 (10.00,NE)

AutoCAD SHX Text 3130, EX ST INL 17+93.40 RIM:828.90 INV:825.95 (10.00,NE) INV:825.80 (12.00,NW) INV:826.15 (10.00,E)

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3129, EX ST INL 17+93.40 RIM:828.79 INV:826.09 (10.00,NW)

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EX STORM

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EX SANITARY

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1953, EX SAN MH 17+78.23 RIM:829.99 INV:822.59 (8.00,NE)

AutoCAD SHX Text 1952, EX ST MH 17+75.71 RIM:829.96 T/WATER:826.26 SUMP:824.66 INV:824.66 (24.00,NW) INV:OFFSET (10.00,SW) *FILLED WITH WATER

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3080, EX ST INL 18+23.93 RIM:828.77 INV:827.22 (4.00,NE) INV:826.89 (10.00,N)

AutoCAD SHX Text 3081, EX ST INL 18+24.12 RIM:828.76 INV:826.36 (4.00,NW) INV:825.96 (10.00,SW) INV:826.06 (10.00, W)

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3437, EX VALVE VAULT STA. RIM:829.52 T/PIPE:824.82 8"DIP

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3166, EX…

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File details come from the government source that posted it. Updated May 12, 2025.