Construct North Service Road Extension Parallel to Taxiway Echo November 2018

11A DU084 JANUARY 18, 2019 LETTING TOTAL SHEETS: 17 DUPAGE AIRPORT AUTHORITY CONSTRUCT NORTH SERVICE ROAD EXTENSION PARALLEL TO TAXIWAY ECHO NOVEMBER 2018

BURNS & MCDONNELL PROJECT: 108644 IL PROJECT NO. DPA-4564

D Y SBG PROJECT NO. 3-17-SBGP-129 I A A H PROJECT LOCATION BURNS & MCDONNELL N PROJECT LOCATION 062-070626 Y 1431 OPUS PLACE U SUITE 400 REGISTERED A J DOWNERS GROVE, IL 60515 PROFESSIONAL PHONE (630) 724-3200 ENGINEER FAX (630) 724-3201 OF I S L I L I N O

T B M M B M B M B M B M B

T J.U.L.I.E. 105 Know what's below. JOINT UTILITY LOCATING T Call before you dig. INFORMATION FOR EXCAVATORS www.illinois1call.com NORTH

CALL J.U.L.I.E. FOR UTILITY INFORMATION AT 811. LOCATION MAP SITE MAP

no. date by ckd description

BURNS & McDONNELL ENGINEERING COMPANY, INC. 11/16/18 JY SJM 100% SUBMITTAL PROJECT ADDRESS:

2017 2700 INTERNATIONAL DRIVE #200 1431 OPUS PLACE, SUITE 400 DOWNERS GROVE, IL 60515 WEST CHICAGO, IL 60185 630-724-3200

COPYRIGHT © ILLINOIS FIRM REGISTRATION NO. 184-001310 Z:\CLIENTS\ANF\DUPAGEAA\DPA\108644_NORTHPERMRDEXT\DESIGN\CIVIL\SHEETS\G-000 COVER.DWG 11/20/2018 11:51:51 AM JYAHYA Scale For Microfilming Inches Millimeters

COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\G-001 INDEX OFDRAWINGS, SUMMARY OFQUANTITIES AND ABBREVIATIONS.dwg PAGE NO. 15 17 16 14 13 12 10 11 9 8 7 5 3 6 2 4 1 DISCIPLINE DESIGNATOR (MAY NOTBEPRESENTIF SAME DISCIPLINE) ON DRAWINGSWITHINTHE CALLOUT ANDTITLEARE ONE ORTWOCHARACTER DRAWING 1 CU-203 CU-202 CX-102 CP-110 CG-101 CT-100 CU-201 CU-101 CD-101 CX-101 CP-101 CS-101 G-103 G-102 G-000 G-101 G-001 NO. SECTION, DETAIL,ANDELEVATION INDEX OFDRAWINGS SECTION CALLOUTEXAMPLE FP001 INDEX OFDRAWINGS,SUMMARYQUANTITIESANDABBREVIATIONS PAVEMENT MARKINGANDSIGNAGEDETAILS PAVEMENT MARKINGANDSIGNAGEPLAN DRAINAGE, SOILEROSIONSEDIMENTCONTROLDETAILS DRAINAGE, SOILEROSIONSEDIMENTCONTROLDETAILS DRAINAGE, SOILEROSIONSEDIMENTCONTROLDETAILS DRAINAGE ANDSOILEROSIONSEDIMENTCONTROLPLAN ROADWAY PLANANDPROFILE DEMOLITION PLAN GRADING PLAN CROSS SECTIONS CROSS SECTIONS CONSTRUCTION ACCESS,SAFETYANDPHASINGPLAN CONSTRUCTION ACCESS,SAFETYANDPHASINGPLAN CONTRACTOR ACCESSANDSAFETYNOTES COVER TYPICAL SECTIONANDDETAILS A SYMBOL IDENTIFIERS FP001 2 A INDICATES WHERETITLEIS DRAWING) PRESENT IFCALLOUTAND LOCATED (MAYNOTBE DRAWING SEQUENCENUMBER NUMBER DESIGNATOR LETTER OR TITLE AREONTHESAME FP001 A SECTION, DETAIL, AND ELEVATION TITLE 3 IDENTIFICATION SYSTEM 4 SECTION, DETAIL,ORELEVATIONTITLE EXAMPLE SECTION ELEVATION CALLOUTEXAMPLE DETAIL CALLOUTEXAMPLE MAY BEREPLACEDWITH "ELEVATION" OR"DETAIL" THE WORD"SECTION"

5 11/20/2018 3:32:30PM A001 B FP001

7 YAHYA, JUNAID 001 A 6 7 8 9 INV IDOT-DOA IDOT FT FOD FG FAA UON UOM UG RW RT RSA REIL RC R PT PR PGE PCC PC NTS NW NO. NE N MIN MAX LT LS LF HMA EX EVCS EVCE EP ELEV EG EA DAA BVCS BVCE BP BM GRSC GRS SY SW STA SCH S OFZ OFA OC COMM CL TYP TW TSA TS TBM W VERT VC AWOS ACTC ARFF AOA AC ABBREVIATIONS: 10 INVERT ILLINOIS DEPARTMENTOFTRANSPORTATIONDIVISIONAERONAUTICS ILLINOIS DEPARTMENTOFTRANSPORTATION FEET FOREIGN OBJECTDEBRIS FINISHED GRADE FEDERAL AVIATIONADMINISTRATION UNLESS OTHERWISENOTED UNIT OFMEASURE UNDERGROUND RUNWAY RIGHT RUNWAY SAFETYAREA RUNWAY ENDIDENTIFIERLIGHTS REMOVE ADVERSECROWN RADIUS POINT OFTANGENCY PROPOSED POROUS GRANULAREMBANKMENT PORTLAND CEMENTCONCRETE POINT OFCURVATURE NOT TOSCALE NORTHWEST NUMBER NORTHEAST NORTH MINIMUM MAXIMUM LEFT LUMP SUM LINEAR FOOT HOT MIXASPHALT EXISTING END VERTICALCURVESTATION END VERTICALCURVEELEVATION END OFPROFILE ELEVATION EXISTING GROUND EACH DUPAGE AIRPORTAUTHORITY BEGIN VERTICALCURVESTATION BEGIN VERTICALCURVEELEVATION BEGINNING OFPROFILE BENCHMARK GALVANIZED RIGIDSTEELCONDUIT GALVANIZED RIGIDSTEEL SQUARE YARD SOUTHWEST STATION SCHEDULE SOUTH OBSTACLE FREEZONE OBJECT FREEAREA ON-CENTER COMMUNICATIONS CENTERLINE TYPICAL TAXIWAY TAXILANE/TAXIWAY SAFETYAREA TOPSOIL TEMPORARY BENCHMARK WEST VERTICAL VERTICAL CURVE AUTOMATED WEATHEROBSERVATIONSYSTEM AIR TRAFFICCONTROLTOWER AIRPORT RESCUEANDFIREFIGHTING AIR OPERATIONSAREA ADVISORY CIRCULAR 11 12 13 no. file sheet drawing BMcD Proj.No.108644 IL Proj.No.DPA-4564 designed date EXTENSION PARALLELTOTAXIWAYECHO 11/16/18 OF QUANTITIESANDABBREVIATIONS CONSTRUCT NORTHSERVICEROAD JULY 30,2018 date INDEX OFDRAWINGS,SUMMARY J. YAHYA 2 DOWNERS GROVE,IL60515 LICENSEE NO.184-001310

G-001 DuPage County,Illinois JY by 1431 OPUSPLACE 630-724-3200 SJM ckd of 17 100% SUBMITTAL contract checked detailed S. MCLAUGHLIN description J. YAHYA DU084 sheets rev. ---- G H D C B A E F I Scale For Microfilming Inches Millimeters

COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\G-101 CONTRACTOR ACCESS ANDSAFETY NOTES.dwg III. TRAFFICCONTROL: D. F. E. D. E. D. B. B. B. C. C. C. A. A. A. II. COORDINATIONANDCOMMUNICATIONDURINGCONSTRUCTION: I. ACCESSANDVEHICLEPARKING: NO PEDESTRIAN TRAFFICOUTSIDE THECONSTRUCTION WORK DEVICES TOSOUND ANALARMWHENMOVINGINREVERSE. READILY VISIBLE.THEFLAGSHOULD BEATLEAST3FOOT MARKED WITHCOMPANYPAINTDESIGNS,INSIGNIASOROTHER SITE WILL BEPERMITTED. ONLY RUBBERTIRED VEHICLESWILLBEALLOWEDON PAVEMENT. CONSTRUCTION EQUIPMENTSHALL HAVEAUTOMATICSIGNALING ORANGE ANDWHITE. SQUARE, ANDHAVEACHECKEREDPATTERN OFINTERNATIONAL STAFF ATTACHEDTOTHEVEHICLESO THATTHEFLAGWILLBE CONTRACTOR SHALLPROVIDEEACH VEHICLEWITHAFLAGON COMPANY MARKINGS,WHICHARECLEARLY VISIBLE. ALL CONSTRUCTIONEQUIPMENTANDVEHICLESSHALLBE 121.800. FLASHING WARNINGLIGHTSWILLBEREQUIREDATCRITICAL MANAGER, WHOSHALLBEPRESENTONTHECONSTRUCTIONSITE ENGINEER 72HOURSINADVANCEASTOTHENEEDFORNOTICES DAY. AIRPORTMANAGERWILLPROVIDELOCKANDKEYSFOR DURING CONSTRUCTIONSHALLBEMARKEDBYTHE DEFINED ASREQUIREDFORTHECONTRACTOR'SEXCLUSIVEUSE EQUIPMENT STORAGEAREA,PARKINGAREAANDOTHERAREAS ROUTES. NOCONTRACTORVEHICLESWILLBEALLOWEDON READ "CONSTRUCTIONVEHICLESONLY-NOVENDORS PAINTED SIGNMEETINGOWNERAPPROVALATTHE ROUTE. HAULROUTESARETOREMAINCLEANANDPASSABLEAT PERSONNEL, VEHICLESANDEQUIPMENTAREASSHOWNONTHE PAVEMENT SURFACESWITHINANDADJACENTTOTHEWORKAREA PRIOR TOTHECOMPLETIONOFEACHWORKDAY,ALLAIRFIELD LIGHTING &BARRICADES. PER DAYFOREMERGENCYMAINTENANCEOFAIRPORTHAZARD NUMBER OFTHEINDIVIDUAL(S)WHOWILLBEONCALL24HOURS PRIOR TOCOMMENCEMENTOFCONSTRUCTION,CONTRACTOR PRIOR TOCONSTRUCTIONINTHERESPECTIVEWORKAREAS, RESPONSIBLE CONTRACTOR'SREPRESENTATIVEWHOSHALLBE PROGRESS. THESUPERINTENDENTSHALLBEDESIGNATED (AS DIRECTED)TODELINEATEAREASCLOSEDAIRCRAFT CONTINUOUSLY MONITORAIRCRAFTTRAFFICONANDAROUND CONTRACTOR SHALLFURNISHANAIRPORTRADIOAND SHALL SUBMITTOAIRPORTMANAGERTHENAMEANDTELEPHONE CONTRACTOR SHALLMAINTAIN,MOVEANDREMOVEBARRICADES ON DRAWINGG-004BYUSINGBARRICADESASDETAILEDG-005. CONTRACTOR SHALLCORDONOFFTHEWORKAREAASSHOWN SUPERINTENDENT, SUBJECTTOTHEAPPROVALOFAIRPORT CONTRACTOR SHALLAPPOINTACONSTRUCTION CLOSED WITHOUTAPPROVALFROMTHEAIRPORTMANAGERAND CONTRACTOR SHALLADVISEANDTHENVERIFYWITHRESIDENT CONTRACTOR'S WORKHOURS.THECONTRACTORSHALLCLOSE SHALL BEAPPROVEDBYTHEENGINEERANDAIRPORTMANAGER. CONTRACTOR. TEMPORARYBARRICADES,FLAGGINGAND OTHER AIRFIELDOPERATIONSAREAS. CONSTRUCTION ENTRANCETODIRECTMATERIALSUPPLIERS CONTRACTOR SHALLFURNISHANDINSTALLAPROFESSIONALLY CONDITION UPONCOMPLETIONOFBEINGUSEDASAHAUL CONTRACTOR ANDSHALLBERESTOREDTOTHEIRORIGINAL ON-SITE HAULROUTESSHALLBEMAINTAINEDBYTHE OWNER WHOHASJURISDICTIONOVERTHEAFFECTEDROUTE. COORDINATE OFFSITEHAULROUTESWITHTHEAPPROPRIATE CONTRACTOR'S RESPONSIBILITYTOOBTAINPERMITSAND THE AIRPORT.FREQUENCYFORATCTGROUNDCONTROLIS TRAFFIC. THE RESIDENTENGINEER. TO AIRMEN(NOTAMS).NORUNWAY,TAXIWAYORAPRONSHALLBE THE LIMITSOFCONSTRUCTION,MATERIALSTORAGEAREAS, WITHIN THEDESIGNATEDCONSTRUCTIONLIMITSORHAUL AND THOSEUSEDASHAULROUTESSHALLBESWEPTCLEAN. AVAILABLE ONA24-HOURBASIS. AT ALLTIMESDURINGWORKINGHOURSWHILEJOBISIN ACCESS GATE. AND LOCKACCESSGATEATTHECOMPLETIONOFEACHWORK ALL ACCESSGATESSHALLBEKEPTCLOSEDDURING ACCESS POINTS.TYPEOFMARKINGANDWARNINGDEVICES ALL CONTRACTORVEHICLESANDPERSONNELSHALLREMAIN ALLOWED". AND EMPLOYEESTOTHECONSTRUCTIONSITE.SIGNSHALL ALL TIMES. ACCESS, SAFETYANDPHASINGPLAN.ITSHALLBETHE ACCESS POINTANDHAULROUTEFORALLCONTRACTOR ACCESS ANDSAFETYNOTES: 1 2 3 VII. CONTRACTORSAFETYPLANSUBMITTALS: B. C. VI. OTHERSAFETYREQUIREMENTS: A. A. IV. EQUIPMENTANDSTOCKPILEHEIGHT: D. D. F. E. B. B. C. C. V. EXCAVATIONANDTRENCHES: A. A. HAUL ROUTEORWORKAREAREGARDLESSOFSOURCE. PROPELLERS ANDROTORSSHALLNOTBELEFTWITHINACTIVE DAMAGE TOAIRCRAFTANDHELICOPTERLANDINGGEAR, DEBRIS -WASTEANDLOOSEMATERIALSCAPABLEOFCAUSING CONFORM TOOCCUPATIONALSAFETYANDHEALTH CONTRACTOR SHALLMAINTAINSAFETYPRACTICESTHAT THE CONTRACTORSHALLCONTROLBLOWINGDUSTFROMANY AREAS SHALLBEREMOVEDIMMEDIATELY. AIRCRAFT MOVEMENTAREAS.MATERIALDROPPEDWITHINTHESE ADMINISTRATION (OSHA)REGULATIONS. BUT NOTBELIMITEDTOTHEFOLLOWINGITEMS: PRE-CONSTRUCTION MEETING.INFORMATIONSHALLINCLUDE REGARDING COMPLIANCEWITHTHEPROJECTSAFETYPLANIN DOCUMENT (SPCD)THATPROVIDESDETAILEDINFORMATION SHALL PROVIDESPCD10DAYSPRIORTOTHE CONJUNCTION WITHHIS/HERPROJECTSCHEDULE.CONTRACTOR CONTRACTOR SHALLFURNISHASAFETYPLANCOMPLIANCE 1. FROM MOVINGONTOTHEAIRFIELDPAVEMENTSORPOLLUTING LOW PROFILEBARRICADESSHALLBEKEPTOUTSIDETHELIMITS BARRICADES. MANAGER. PREVENT MOVEMENTRESULTINGFROMAIRCRAFTPROPWASH POINT OFTHESTOCKPILE. DEGREE REDOBSTRUCTIONLIGHTPLACEDATTHEHIGHEST MATERIALS, SPOILS,DEBRISORREFUSEINANYAREAWHERE RUNWAY ASDEFINEDINFAAAC150/5300-13A,(CURRENTEDITION). EQUIPMENT MUSTNOTPENETRATETHEROFAOFANYACTIVE EQUIPMENT OPERATINGINTHEAOASHALLBECONFORMANCE BE REPAIREDTOORIGINALCONDITIONTHESATISFACTIONOF, OF ANYACTIVERUNWAYSAFETYAREAORTAXIWAY ON G-102. SHALL BEPROMINENTLYMARKEDWITHORANGEBARRICADES OPEN TRENCHESANDEXCAVATIONSATTHECONSTRUCTIONSITE SHALL HAVESILTFENCEPLACEDAROUNDITTOPREVENTFOD OR WINDCONDITIONS.INADDITION,STOCKPILEDMATERIAL STOCKPILED MATERIALSHALLBECONTAINEDINAMANNERTO OR OBSTACLEFREEZONESSHALLBEIDENTIFIEDWITHA360 STOCKPILING OFMATERIALWITHINTHESAFETYAREAAN SUCH STOCKPILESWOULDPENETRATEAPPROACHSURFACES. CONTRACTOR SHALLNOTSTOCKPILECONSTRUCTION SAFETY PLANSHALLIMMEDIATELYBEREMOVEDFROMTHE CONSTRUCTION EQUIPMENTORTRAFFICSHALL 5. 3. THE MAXIMUMALLOWABLEHEIGHTOFCONSTRUCTION THE SITETHROUGHOUTREMAINDEROFPROJECT. 2. WITH FLASHINGREDLIGHTSACCEPTABLETOTHEAIRPORT WATERCOURSES. WITH THEFAAFORM7460DEVELOPEDFORTHISPROJECT. WORK AREAANDTHEYWILLNOTBEPERMITTEDTOON AREA. AIRCRAFT OPERATIONSHALLBELOWPROFILETYPEASDETAILED ALL BARRICADESLOCATEDWITHINORADJACENTTOAREASOF AIRCRAFT SHALLBEPROPERLYMARKEDWITHLOW-PROFILE ALL CONSTRUCTIONAREASTHATPOSEAHAZARDTOOPERATING ALL STOCKPILESADJACENTTOACTIVERUNWAYSAFETYAREAS ACTIVE RUNWAYORTAXIWAYISPROHIBITED. ANY WORKERSAND/OREQUIPMENTNOTINCOMPLIANCEWITH AND ATNOEXPENSETOTHEOWNER. AREAS, STORAGEAREASORTURFDUETO ANY DAMAGETOAIRPORTROADS,AIRFIELDPAVEMENT,PARKING 4. POSSIBILITY OFCONTRACTOREQUIPMENT AND/ORWORKERS PROPOSED ACCESSPOINTS,STAGINGAREAANDHAULROUTES. CONTROL DEVICES. SECURITY PLANFOR SPECIALCONDITIONORMODIFICATIONS. THE LOCATIONANDTYPEOFBARRICADES OROTHERTRAFFIC ANY REQUESTEDTEMPORARY AMENDMENTSTOTHE AIRPORT ACCIDENTALLY ENTERING ANYAOA. ALONG WITHPROPOSEDMEASURES TOMINIMIZETHE AREAS TOWHICHCONSTRUCTIONOPERATIONS WILLBELIMITED, ANY TEMPORARYMARKINGSTOBE USED. 4

11/19/2018 9:57:29AM

YAHYA, JUNAID 5 6 B. 16. 15. 14. 13. 12. 11. 10. 1. 7. 3. 9. 8. 6. 5. 2. 4. 7 INDICATED INTHESEDRAWINGS,SPECIFICATIONSANDSPECIAL PROVISIONS, ANDFAAADVISORYCIRCULAR(AC)150/5370-2G, (CURRENT EDITION). OPERATIONAL SAFETYONAIRPORTSDURINGCONSTRUCTION, CONTRACTOR SPCDSHALLCOMPLYWITHALLREQUIREMENTS GENERAL NOTES: INTO EXISTINGSOILS. INSPECTION ANDAPPROVALOFTHEENGINEER. IT ISTHERESPONSIBILITYOFCONTRACTORTOOBTAINAND ELEVATIONS ATTIE-INSANDMATCH POINTSPRIORTOBEGINNING EXISTING GRADEELEVATIONS.CONTRACTOR SHALLVERIFY ELEVATIONS DENOTEDAS"MATCH" ARE INTENDEDTOMEET FAA, IDOTANDIDOT-DOA. UTILITIES WILLBEREPAIREDORREPLACEDTOTHE EXISTING UTILITIESONTHECONTRACTDRAWINGSWERE RESPONSIBILITY OFTHECONTRACTOR.LOCATIONS ENGINEER ANDOWNER. FOR UNDERPAYITEMNO.AR150530. PROPOSED ELEVATIONSINDICATEDAREFORTOPOFFINAL LANDSCAPE ANDLAWNAREAS. DEPARTMENT OFTRANSPORTATIONSPECIFICATIONS. NO WORKSHALLBECONDUCTEDUNTILUNSATISFACTORY PRIOR TOCONSTRUCTION. BY THEOWNERORENGINEER.ANYDAMAGETOEXISTING DURING THEDURATIONOFCONSTRUCTIONPROJECTIS LOCATING, FLAGGING,ANDPROTECTINGTHEEXISTINGUTILITIES PRIOR TOCOMPLETIONOFTHEPROJECTCONTRACTOR NOT PROPERLYMAINTAINED. BY THEENGINEERANDSHALLBEKEPTINANEATCONDITION. PROPERTY. ANYTEMPORARYWASTEAREAWILLBEAPPROVED BEGINNING WORK. LIMITS OFWORKSHALLBEVERIFIEDINTHEFIELDBY BARRICADES, RUNWAYCLOSUREMARKINGS,ETCSHALLBEPAID PAY FORALLAPPLICABLEPERMITS,FEESANDLICENSES GRADE, PAVEMENT,ORSTRUCTUREUNLESSINDICATED CONSTRUCTION. OTHERWISE. CONTRACTOR SHALLMAINTAINPOSITIVEDRAINAGEFORALL CONTRACTOR SHALLIMPORTAND/ORPROVIDESALVAGED CONDITIONS HAVEBEENCORRECTED.CONTRACTORSHALL CONTRACTOR SHALLEXAMINETHEFINISHEDSURFACE,GRADES, CONTRACTOR SHALLVERIFYWITHTHEDUPAGEAIRPORT SATISFACTION OFANDATNOEXPENSETOTHEOWNER. OBTAINED FROMEXISTINGRECORDSANDNOGUARANTEEOF CONSTRUCTION) TOTHEIRPRE-CONSTRUCTIONCONDITION. SHALL RESTOREALLDAMAGEDAREAS(NOTDESIGNATEDFOR OWNER MAYDIRECTTHECONTRACTORTOREMOVEWASTEIF CONTRACTOR ANDAPPROVEDBYTHEENGINEERPRIORTO CONSTANT COORDINATIONBETWEENTHESUBCONTRACTORS CONSTRUCTION ANDEQUIPMENT. THE CONTRACTORSHALLFURNISHANDPLACEAMINIMUMOF TOPSOIL MEETINGTHEREQUIREMENTSOFILLINOIS TOPSOIL QUALITY,ANDDEPTHPRIORTOLANDSCAPING. THE LOCATIONSANDELEVATIONSOFALLEXISTINGUTILITIES TO ALLAPPLICABLESTANDARDSANDSPECIFICATIONSOFTHE THE CONSTRUCTIONCOVEREDBYPLANSSHALLCONFORM THERE SHALLBENOPERMANENTWASTESITESONAIRPORT THE CONTRACTORSHALLBEREVIEWEDANDAPPROVEDBY THE CONTRACTORSHALLBERESPONSIBLEFORMAINTAINING TRAFFIC MAINTENANCE,INCLUDINGBUTNOTLIMITEDTO, 4.00 INCHESOFTOPSOIL,WITHTHELOWERPORTIONBLENDED VERIFY LIMITSOFWORKBEFORESTARTING. AUTHORITY ANDASSOCIATEDUTILITYCOMPANIESAGENCIES ALL WORKMANSHIPANDMATERIALSSHALLBESUBJECTTO ACCURACY ORSUFFICIENCYFORTHISINFORMATIONISASSUMED AND THEENGINEER.ALLCONSTRUCTIONACTIVITIESPLANNEDBY 8 9 10 19. 18. 17. 21. 20. REQUIRED FORTHEUTILITYCONSTRUCTIONANDCONNECTIONS. REQUIREMENTS OFASSOCIATEDUTILITYCOMPANIESAND RESTORED TOEXISTINGCONDITIONSORBETTERSUBJECT PROJECT WORKLIMITSASNECESSARYTOPROTECTSUBGRADE, DURING CONSTRUCTION.ANYDRAINAGEFEATUREOR CHARGES ANDMETERS. CONTRACTOR ISRESPONSIBLEFORCOORDINATINGANDPAYING CONNECTION TOEXISTINGWATER,SEWER,ANDSTORMMAINS OF CONSTRUCTION. SHALL BECONSTRUCTEDINACCORDANCEWITHALL SURROUNDING PAVEMENT-TO-REMAIN,OROTHERCOMPLETED SUBBASE, AND/ORBASECOURSETONEWPAVEMENT, STRUCTURE DISTURBEDDURINGCONSTRUCTIONSHALLBE TRAINING MEETINGLEDBYTHEDAASTAFFPRIORTOSTART THE CONTRACTORMUSTATTENDAMANDATORYSAFETY THIS INCLUDESALLFEESASSOCIATEDWITHCONNECTION THE CONTRACTORSHALLREMOVESTANDINGWATERFROM THE APPROVALOFOWNER. WORKS. ALL UTILITYCONNECTIONFEESANDOBTAININGPERMITS AGENCIES. ADEQUATE DRAINAGESHALLBEMAINTAINEDATALLTIMES 11 12 13 no. file sheet drawing BMcD Proj.No.108644 IL Proj.No.DPA-4564 designed date EXTENSION PARALLELTOTAXIWAYECHO 11/16/18 AUGUST 2,2018 CONSTRUCT NORTHSERVICEROAD date J. YAHYA 3 DOWNERS GROVE,IL60515 LICENSEE NO.184-001310 CONTRACTOR ACCESS

G-101 DuPage County,Illinois AND SAFETYNOTES JY by 1431 OPUSPLACE 630-724-3200 SJM ckd of 17 100% SUBMITTAL contract checked detailed S. MCLAUGHLIN description J. YAHYA DU084 sheets rev. ---- G H D C B A E F I 1 2 3 4 5 6 7 8 9 10 11 12 13

no. date by ckd description SEE SHEET G-103 FOR NORTH PERIMETER ROAD NORTH ENTRANCE 11/16/18 JY SJM 100% SUBMITTAL TRAFFIC MAINTENANCE REQUIREMENTS E MAIN STREET

NORTH

E NORTH AVENUE KEIL ROAD KEIL

0 500' 1000' A

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CONTROLLED ACCESS GATE

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M B RSA M B M B B M M B M B

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TSA OFA E

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E E RUNWAY 2L-20R RUNWAY 2R-20L 50 RSA ROUTE

E 10

21.2323° OFA 10

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E 89.246° OFA 84.9292°

Scale For Microfilming TRANSITIONAL SURFACE RSA

191.65 LIMITS OF WORK

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RSA 1431 OPUS PLACE DOWNERS GROVE, IL 60515 OFA 630-724-3200 G

CP-8 OFA 8'-0" LICENSEE NO. 184-001310 RSA date detailed DISPOSAL AREA FOR

RSA E

EXCESS MILLINGS E BARRICADES SHALL BE BRACED AUGUST 8, 2018 W. JOHNSON ALTERNATING 6" BANDS TO PREVENT TIP OVER OR OFA E OF AVIATION WHITE &

OFA designed checked E DISPLACEMENT AS MAY BE ORANGE (ALL SIDES OF E E INDUCED BY WIND OR JET BLAST RSA BOARD) W. JOHNSON S. MCLAUGHLIN NOTES:

RSA E 1. FLASHERS SHALL BE BATTERY OPERATED. LENS SHALL BE RED AND BE ABLE TO ROTATE 90°. E

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RSA E E

RSA 3. SAND BAGS SHALL BE PLACED ON BOTH SIDES OF EACH SUPPORT BRACE. ALL SAND BAGS USED E TO SECURE BARRICADES SHALL BE ORANGE.

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RSA 4. FACING OF 2"X8" TO BE COVERED WITH REFLECTIVE TAPE OR PAINT.

RSA DuPage County, Illinois 5. LOW PROFILE BARRICADES ARE NOT SHOWN TO SCALE ON CONTRACTOR ACCESS AND SAFETY PLAN. CONTRACTOR SHALL PROVIDE A SUFFICIENT NUMBER OF LOW PROFILE BARRICADES TO CONSTRUCT NORTH SERVICE ROAD EXTEND ACROSS THE FULL PAVEMENT WIDTH AT THE LOCATIONS SHOWN WITH BARRICADES EXTENSION PARALLEL TO TAXIWAY ECHO I PLACED END TO END. CONSTRUCTION ACCESS, SAFETY AND PHASING PLAN 6. LOW-PROFILE BARRICADES DIFFERENT THAN DETAILED HERE MAY BE APPROVED FOR USE BY THE IL Proj. No. DPA-4564 contract OWNER/ENGINEER. ALL LOW-PROFILE BARRICADES MUST MEET OR EXCEED REQUIREMENTS OF BURNS & McDONNELL ENGINEERING COMPANY, INC. BMcD Proj. No. 108644 DU084 FAA ADVISORY CIRCULAR 150/5370-2 (CURRENT EDITION).

2018 drawing rev. G-102 ---- LOW-PROFILE BARRICADE 1 NOT TO SCALE - sheet 4 of 17 sheets file COPYRIGHT © Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\G-102 CONSTRUCTION ACCESS, SAFETY AND PHASING PLAN.dwg 11/29/2018 10:01:19 AM YAHYA, JUNAID

1 2 3 4 5 6 7 8 9 10 11 12 13 OFA no. date by ckd description

TOWER ROAD 11/16/18 JY SJM 100% SUBMITTAL

CONTROLLED ACCESS GATE NORTH

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0 50' 100' A

SCALE IN FEET 200' X 50' CONTRACTOR

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TSA RSA TAXIWAY E PHASE 1 BARRICADES TSA TSA TSA TSA TSA TSA E TSA 250.00' TO RUNWAY OFA CENTERLINE (MIN.) OFA

Scale For Microfilming TSA OFA TSA OFA PHASE 2 BARRICADES TSA OFA TSA OFA TSA OFA TSA TSA OFA

Inches OFA PHASE 2 BARRICADES F OFA

RSA 1431 OPUS PLACE DOWNERS GROVE, IL 60515 630-724-3200 G OFA LICENSEE NO. 184-001310 OFA date detailed SAFETY & PHASING NARRATIVE SEPTEMBER 5, 2018 W. JOHNSON PHASE 1 - NO AIRFIELD PAVEMENTS CLOSED REQUEST NOTAM ADVISING REDUCED SPEEDS FOR CONSTRUCTION AREA designed checked (SEE NOTES 2 & 3) TIME OF COMPLETION SCHEDULE J. YAHYA S. MCLAUGHLIN LEGEND: DURATION: 23 CALENDAR DAYS DURATION MAJOR WORK ITEMS: DESCRIPTION 10 20 30 40 (CALENDAR DAYS) PHASE 1 WORK LIMITS - PLACE AND MAINTAIN TRAFFIC CONTROL / REMOVE TRAFFIC CONTROL (SEE NOTE 3) - INSTALL EROSION CONTROL PHASE 1 23 H - EARTHWORK PHASE 2 8 - INSTALL DRAINAGE PHASE 2 WORK LIMITS - SAWCUT REMOVE EXISTING PAVEMENT - AGGREGATE BASE INSTALLATION / SURFACE PAVING - PAVEMENT MARKING AND SIGNAGE NOTES: - LANDSCAPING LOW PROFILE BARRICADES GENERAL SAFETY REQUIREMENTS: 1. RESTORE ACCESS AND STAGING AREAS AT PROJECT COMPLETION. DuPage County, Illinois WITH PHASE INDICATOR RESTORATION WILL NOT BE PAID FOR SEPARATELY. - REFER TO ACCESS AND SAFETY NOTES ON DRAWING G-101 CONSTRUCT NORTH SERVICE ROAD 2. CONTRACTOR SHALL NOTIFY AND THEN VERIFY WITH RESIDENT ENGINEER EXTENSION PARALLEL TO TAXIWAY ECHO PHASE 2 - TAXIWAY E CLOSED I PART 77 APPROACH AND 72 HOURS IN ADVANCE AS TO THE NEED FOR NOTICES TO AIRMEN (NOTAM). CONSTRUCTION ACCESS, SAFETY REQUEST NOTAM FOR TAXIWAY E CLOSURE (SEE NOTE 2) NO RUNWAY, TAXIWAY, OR APRON OPERATIONS SHALL BE CLOSED OR THEIR TRANSITIONAL SURFACE AND PHASING PLAN DURATION: 8 CALENDAR DAYS OPERATIONS IMPACTED WITHOUT PRIOR APPROVAL FROM THE AIRPORT (INTERMITTENT CLOSURES, TO BE COORDINATED WITH DAA) MANAGER AND THE RESIDENT ENGINEER. IL Proj. No. DPA-4564 contract

BURNS & McDONNELL ENGINEERING COMPANY, INC. TSA OBJECT FREE AREA MAJOR WORK ITEMS: BMcD Proj. No. 108644 DU084 3. CONTRACTOR TO FURNISH FLAGGERS TO DIRECT AND CONTROL

2018 - PLACE AND MAINTAIN TRAFFIC CONTROL / REMOVE TRAFFIC CONTROL drawing rev. CONSTRUCTION EQUIPMENT AND PERSONNEL BEYOND TAXIWAY E OFA FOR OFA - INSTALL EROSION CONTROL OBJECT FREE AREA SAFE PASSAGE OF AIRCRAFT. FLAGGERS WILL NOT BE PAID FOR G-103 ---- - SAWCUT AND REMOVE EXISTING PAVEMENT SEPARATELY. GENERAL SAFETY REQUIREMENTS: sheet 5 of 17 sheets - REFER TO ACCESS AND SAFETY NOTES ON DRAWING G-101 file COPYRIGHT © 1 2 3 4 5 6 7 8 9 10 11 12 13

T no. date by ckd description

X 11/16/18 JY SJM X 100% SUBMITTAL SS X T

T SS T SS W REMOVE 20 LF CONCRETE TOWER ROAD SS G SS CURB AND GUTTER IN FRONT

G SS T

T T G T SS OF EXISTING GATE FOR ACCESS T G

G SS NORTHSS

W W

G W W W W W

G SS W

T W W G

W W

G T T T T T T T T W SS T T T T T G W W T T T

G W T T T T T A W W W W

W G W W W W W W W

SS 0 30' 60' W W G SS T SS SS G SS W SS G SS SS SS G SS SCALE IN FEET G SS G G G G G G G G G

W SS

W B W

W SS W

W CONTRACTOR SHALL PROTECT

STORM AND SANITARY SEWERS TO REMAIN C SS E-1 HANGAR

REMOVE FLARED END

SECTION (TYP. OF 2)

SS E N: 1911576.41 D

E E: 1006533.27E N: 1911561.81

Millimeters N: 1911562.64 E: 1006556.94 REMOVE 36 LF OF CENTERLINE MARKINGS E: 1007210.66 N: 1911560.75 N: 1911561.37 E: 1007220.79 E: 1006568.94 REMOVE 49 LF OF EDGE MARKINGS NORTH PERIMETER ROAD

REMOVE BITUMINOUS E REMOVE 17 LF XR SS X PAVEMENT FULL DEPTH APPROXIMATE LIMITS OF PROTECT EXISTING GATE OF 12" PIPE X DETECTOR LOOP TO REMAIN

X STRIPPING AND TOPSOIL X REMOVAL (SEE NOTES 3 AND 4) N: 1911513.10 XR E

ST E E: 1007205.61 N: 1911513.10 E E: 1007205.61 N: 1911503.69 REMOVE 50 LF OF CABLE Scale For Microfilming E: 1006915.45 N: 1911559.83 N: 1911483.64

SS E: 1007230.78 N: 1911483.81 E: 1007127.28

E E: 1006913.13 ST E N: 1911463.23 N: 1911523.68 N: 1911516.81 E: 1007125.14 REMOVE E E: 1006526.22 E: 1006563.79 N: 1911471.83 BITUMINOUS E E: 1007087.97 X

EXPOSE EXISTING FAA X PAVEMENT ST X

Inches E ST CABLES USING F E X N: 1911518.26 E

STHYDRO-EXCAVATION, ST X SS

E: 1006551.97 E ST X E E

PROTECT EXISTING E ST X ST

ST X

UD E CABLES TO REMAIN E

E ST X

E UD E E N: 1911487.17 N: 1911477.01 X UD (ITEM 110550) ST

E E E: 1006997.31 X

E E ST N: 1911475.21 E: 1007029.90

UD E E E E ST X

E E E: 1006996.70 X UD E

E E ST E

UD E E ST ST ST UD E E ST ST SEE SHEET

UD E N: 1911470.67 CP-101 FOR UD 1431 OPUS PLACE

SS E UD E

E E: 1007087.90 N: 1911447.08 RELOCATED DOWNERS GROVE, IL 60515 E UD G E E SIGNS (TYP. OF 3) 630-724-3200

E E: 1007130.60

TAXIWAY E UD E LICENSEE NO. 184-001310 UD E E E date detailed E E E AUGUST 07, 2018 W. JOHNSON UD E

E UD UD E designed checked

E E E E E UD EUD E

E E E W. JOHNSON S. MCLAUGHLIN UD UD E UD SS E SS

UD SS E

E SS E E E UD LEGEND: H

ST EXISTING STORM SEWER TOPSOIL REMOVAL (SEE NOTES 3 AND 4) NOTES: SS EXISTING SANITARY SEWER 1. CONTRACTOR SHALL TAKE CARE TO PROTECT ALL ITEMS TO 3. TOPSOIL REMOVAL SHALL BE PAID FOR AS UNCLASSIFIED G EXISTING GAS SEWER REMOVE BITUMINOUS PAVEMENT REMAIN AND MUST REPAIR OR REPLACE ANY DAMAGED EXCAVATION. STRIPPING OF VEGETATION AND ROOT (4" TYP.) EQUIPMENT OR PROPERTY TO THE SATISFACTION OF THE STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO W EXISTING WATERMAIN OWNER AT NO ADDITIONAL COST TO THE CONTRACT. UNCLASSIFIED EXCAVATION. DuPage County, Illinois UD EXISTING UNDERDRAIN BITUMINOUS PAVEMENT MILLING (1.5" TYP.) 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 4. COORDINATE LIMITS OF STRIPPING AND TOPSOIL REMOVAL CONSTRUCT NORTH SERVICE ROAD E EXISTING BURIED ELECTRIC CABLE FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND WITH GRADING LIMITS DEFINED ON THE GRADING PLANS, SURVEY INFORMATION, AND TO TAKE NECESSARY PROFILES AND CROSS SECTIONS. EXTENSION PARALLEL TO TAXIWAY ECHO I T T X X X X X X X X X UTILITY REMOVAL EXISTING COMM DUCTBANK PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. DEMOLITION PLAN 5. CONTRACTOR SHALL DISPOSE OF TOPSOIL SPOILS AND X EXISTING FENCE ALL CONTRACTORS SHALL FIELD-CHECK ALL EXISTING MARKING REMOVAL CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BITUMINOUS MILLING AT DESIGNATED STOCKPILES IDENTIFIED IL Proj. No. DPA-4564 contract

BURNS & McDONNELL ENGINEERING COMPANY, INC. EXISTING MANHOLE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN ON SHEET G-102. BMcD Proj. No. 108644 DU084 XR REMOVE STRUCTURE THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE 2018 SOIL BORING ENGINEER BEFORE ANY FURTHER WORK COMMENCES. IN 6. PAVEMENT SHALL BE SAWCUT AT LIMITS OF REMOVAL TO drawing rev. SIGN RELOCATION PAVEMENT SAWCUT THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE PROVIDE A CLEAN VERTICAL FACE AT LIMITS OF REMOVAL. INTERFERENCE IS ENCOUNTERED, THE CONTRACTOR SHALL SAWCUT SHALL BE INCIDENTAL TO THE ASPHALT MILLING AND CD-101 ---- EXISTING ELECTRICAL DUCT IMMEDIATELY NOTIFY THE ENGINEER. PAVEMENT REMOVAL OPERATIONS. sheet 6 of 17 sheets file COPYRIGHT © Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CD-101 DEMO PLAN.dwg 11/20/2018 1:57:10 PM YAHYA, JUNAID 1 2 3 4 5 6 7 8 9 10 11 12 13

T no. date by ckd description T T T Extension T W T SS T TOWER ROAD 11/16/18 JY SJM 100% SUBMITTAL G CONTROL TABLE

SS T SEGMENT LENGTH GRADIUS CENTER LINE/CHORD DIRECTION START POINT / PC PI END POINT / PT W

T T G T SS SS

T T G NAME NORTHING EASTING ELEVATION DESCRIPTION T T N: 1,911,534.64 SS N: 1,911,473.28

L1 598.703 S84° 07' 05.11"EG T W NORTH G E: 1,006,517.39 E: 1,007,112.94 W

G W

W SS W W G SS 100 1913815.0510 1008012.9510 758.9200 CP KA100 CHISEL CROSS T

W T

G T T T T W

N: 1,911,532.97SS N: 1,911,473.28 N: 1,911,470.74 N: 1,911,486.42 W T T T W W T T W G T T T T T T T T

C1 47.124 60.000 N73° 22' 54.89"E T T T T W W

T SS W W W W T T E: 1,007,119.09 E: 1,007,112.94 E: 1,007,137.66 E: 1,007,156.94 W G W 102 1913258.9290 1007427.1130W W754.1000 W CP KA102W IRON RODW WITH CAP W W G SS W W SS W SS G SS N: 1,911,486.42 N: 1,911,520.41 G SS 0 20' 40' T 80'

SS T L2 53.875 N50° 52' 54.89"E G G G 104 1912246.9380 1007387.3570 756.1000 CP KA104 CHISEL CROSS A E: 1,007,156.94 E: 1,007,198.74 G G

G G G G SCALE IN FEET G G N: 1,911,566.35 N: 1,911,520.41 N: 1,911,535.97 N: 1,911,560.81 700 1911483.9730 1006646.9550 751.1070 CP K700 CHISEL CROSS SIGN BASE G G T

C2 47.196 58.760 W N28° 25' 15.82"E KA701 SS E: 1,007,162.11 E: 1,007,198.74 E: 1,007,218.25 E: 1,007,220.60 T

W T T

W G T W 20 LF CONCRETE CURB & GUTTER T (PLACE AT THE CONCLUSION OF

SS B W CONSTRUCTION ACTIVITIES) G W

EXISTING NORTH PERIMETER ROAD

G SS

LEGEND: E E C T E E NEW FULL-DEPTH G

E N: 1006530.95 BITUMINOUS E: 1911563.83 ENCASE EXISTING FAA LINES WITH 50 LF OF PAVEMENT

E-1 HANGAR

T 2-WAY 3" SPLIT DUCT (ENCASE SPLIT DUCTS T T G N: 1007210.66 EP: 7+56.90 BITUMINOUS W

ST 2' E

WITH FLOWABLE FILL PER ITEMSS AR110550) E: 1911561.81 PAVEMENT OVERLAY 50' R W 7+56.90 E NORTH SERVICE ROAD NOTES: C2 W BP: 0+00.00 EXTENSION CENTERLINE 4 PT: 7+46.90 0+00 CLEAN AND SEAL 20 LF CRACK 1. IT IS CONTRACTOR'S RESPONSIBILITY TO FIELD W E CT-100 VERIFY THE LOCATION OF EXISTING UTILITIES.

E 1+00 ST L2 2 D E BEGIN NORTH SERVICE ST ANY DAMAGE TO EXISTING UTILITIES SHALL BE N: 1006997.31 3 E ROAD EXTENSION 2+00 7+00 CT-100 REPAIRED IMMEDIATELY AT THE Millimeters E: 1911481.17 N: 1007087.96 E 5' CT-100 C1 60' R CONTRACTOR'S EXPENSE. STA 10+10.00 3+00ST SS E: 1911471.83 PI: 7+24.66 E 4+00 2. ELEVATIONS OF EXISTING UTILITIES ARE PC: 6+99.70 3 STE 1 5+00 KA702 APPROXIMATE BASED ON BEST AVAILABLE E E ST INFORMATION. CONTRACTOR SHALL CONFIRM CT-100 E KA700 ST L1 CT-100 6+00 E ST UTILITY ELEVATIONS PRIOR TO BEGINNING

E ST N: 1006996.70 UD E

E E N: 1007205.61 WORK. UD ST E: 1911475.21 N: 1007089.21

ST E: 1911513.10 UD E E: 1911465.68

E E ST 3. SEE DRAWING CU-101 FOR STORM SEWER UD E

E E E E SS UD ST E E E ST INFORMATION. E PC:ST 5+98.70 ST

E 60' R

TAXIWAY E EUD UD 0 4' 8'

E PI: 6+23.56 Scale For Microfilming EE UD VERTICAL SCALE:

E SCALE IN FEET EUD PT: 6+45.83 E E UD E 0 20' 40' 80' HORIZONTAL SCALE: Profile View of Extension SCALE IN FEET 770.0 770.0

Inches F

765.0 105.00' VC 105.00' VC 50.00' VC 765.0 PVI STA. = 0+62.50 PVI STA. = 3+30.00 PVI STA. = PVI ELEV. = 752.90 PVI ELEV. = 752.85 6+62.58 K = 34.78 K = 107.05 PVI ELEV. = EVCE = 752.04 751.78 EVCS = 6+87.58 1431 OPUS PLACE K = 24.71 DOWNERS GROVE, IL 60515 G 760.0 760.0 630-724-3200

BVCE = 752.03 LICENSEE NO. 184-001310 BVCS = 0+10.00 BVCE = 751.32 EVCS = 1+15.00 EVCE = 752.89 BVCS = 2+77.50 BVCE = 752.86 EVCS = 3+82.50 EVCE = 752.32 BVCS = 6+37.58 date detailed LIMITS OF BITUMINOUS PAVEMENT AUGUST 9, 2018 J. YAHYA PROPOSED GRADE MILLING AND OVERLAY designed checked J. YAHYA S. MCLAUGHLIN

755.0 PVI STA. = 6+11.09 ELEV. = 752.30 PVI STA. = 7+11.58 ELEV. = 752.28 755.0

-1.00% 1.02% H EXISTING GRADE 750.0 750.0 EXISTING TAXIWAY CONNECTOR TO REMAIN 12" RCP STA:6+88.95 12" RCP 12" RCP EXIST. 18" RCP EXIST. 36" RCP ELEV:749.71 STA:1+14.67 STA:2+99.04 STA:4+07.45 STA:2+00.07 DuPage County, Illinois ELEV:747.82 ELEV:747.83 ELEV:747.83 ELEV:747.35 745.0 LIMITS OF UNDERCUT 745.0 CONSTRUCT NORTH SERVICE ROAD EXTENSION PARALLEL TO TAXIWAY ECHO EXISTING FAA CABLE EXIST. 14" SAN FORCE MAIN I APPROX. LOCATION ROADWAY PLAN STATION=0+54.47 AND PROFILE EST. ELEVATION=748.45 STA:2+03.60 ELEV:739.94 IL Proj. No. DPA-4564 contract

BURNS & McDONNELL ENGINEERING COMPANY, INC. BMcD Proj. No. 108644 DU084 740.0 740.0

2018 drawing rev. CS-101 ---- 751.81 751.01 751.42 752.02 752.32 752.22 750.67 751.74 751.98 752.29 751.73 752.67 752.86 751.80 752.89 751.86 752.88 752.88 752.87 752.29 752.87 752.13 752.86 752.05 752.86 752.83 752.19 752.74 752.44 752.60 752.43 752.40 752.15 752.15 752.14 752.14 752.18 752.18 752.06 752.06 751.97 751.97 751.97 751.97 752.29 752.29 752.36 752.36 752.37 752.37 752.04 752.16 751.49 751.94 750.46 751.94 752.17 752.44 752.63 sheet of sheets -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+25 7 17 file COPYRIGHT © Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CS-101 ROADWAY PLAN AND PROFILE.dwg 11/20/2018 2:21:15 PM YAHYA, JUNAID Scale For Microfilming Inches Millimeters

COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CT-100 TYPICAL SECTION ANDDETAILS.dwg NEW POROUSGRANULAREMBANKMANET NEW POROUSGRANULAR

VARIES 4:1 NEW COMPACTEDSUBGRADE EMBANKMANET

1 1.0% 2' COMPACTED SUBGRADE

1.0% PAVEMENT NEW BITUMINOUS NEW NEW CRUSHED AGGREGATE

4:1 (MAX) 2 NEW BITUMINOUSPAVEMENT VARIES NOT TOSCALE NORTH PERIMETERROADAND PROPOSED ROADWAYPAVEMENT SECTION JUNCTURE BETWEENEXISTING NOT TOSCALE ROADWAY PAVEMENT SECTION ENTRANCE ROADAND PROPOSED JUNCTURE BETWEEN EXISTING NEW CRUSHEDAGGREGATE 1.5" DROP 6" 12"

5% 2' 3 6" CS-101 SAWCUT TOCLEAN,EVENEDGE

CS-101 2 11/20/2018 2:17:09PM EXISTING 1.5"BITUMINOUSSURFACECOURSE 4 1 EXISTING 2.5"BITUMINIOUSBASECOURSE 4 EXISTING 10"CRUSHED AGGREGATE BASECOURSE SAWCUT TOCLEAN,EVENEDGE 2

1.5% 10' MILL 1.5"EXISTINGPAVEMENT,PLACENEWBITUMINOUSSURFACECOURSE EXISTING 2.5"BITUMINIOUSBASECOURSE 3 CENTERLINE NORTHSERVICEROADEXTENSION NOT TOSCALE EXTENSION NORTH SERVICEROAD PROPOSED TYPICALSECTION-

EXISTING 7"CRUSHED AGGREGATE BASECOURSE YAHYA, JUNAID 4 5 5 6 7 C L CS-101 6 1 8

1.5% 10' 7 4" EXISTINGBITUMINOUSPAVEMENT 2" EXISTINGBITUMINOUSPAVEMENT GRANULAR EMBANKMENT AGGREGATE BASECOURSE EXISTING 18"POROUS EXISTING 10"CRUSHED

8 5% 2' 12" 1.5" DROP SAWCUT TOCLEAN,

VARIES 4:1 (MAX) 4:1 1. EVEN EDGE 2. NOTES: 9 BEYOND THEEDGESOFPAVEMENT. LIMITS OFPGESHALLEXTEND2' EDGE OFPAVEMENT. LIMITS OFCRUSHEDAGGREGATEBASE CONFIRMED BYTHEENGINEER. COURSE SHALLEXTEND1'BEYONDTHE THE ACTUALLIMITSSHALLBE NOT TOSCALE PROPOSED ROADWAYPAVEMENT ENTRANCE TAXIWAYAND SECTION JUNCTURE BETWEENEXISTING EXISTING GROUND 10 12" 6" CS-101 11 3 LEGEND NEW COMPACTEDSUBGRADE 1 7 8 2 5 3 6 4 NEW BITUMINOUSPAVEMENT 1.5" BITUMINOUSSURFACECOURSE(AR401610) NON-WOVEN GEOTEXTILEFABRIC(AR209600) (SEE NOTE2) (SEE NOTE2) NEW POROUSGRANULAREMBANKMENT 24" POROUSGRANULAREMBANKMENT(AR152520) TACK COAT(AR603510) 2.5" BITUMINOUSBASECOURSE(AR403610) PRIME COAT(AR602510) COMPACTED SUBGRADE 10" CRUSHEDAGGREGATEBASECOURSE(AR209610) NEW CRUSHEDAGGREGATE 12 13 no. file sheet drawing BMcD Proj.No.108644 IL Proj.No.DPA-4564 designed date EXTENSION PARALLELTOTAXIWAYECHO 11/16/18 AUGUST 2,2018 CONSTRUCT NORTHSERVICEROAD date J. YAHYA 8 DOWNERS GROVE,IL60515 LICENSEE NO.184-001310 CT-100

DuPage County,Illinois JY by TYPICAL SECTION 1431 OPUSPLACE AND DETAILS 630-724-3200 SJM ckd of 17 100% SUBMITTAL contract checked detailed S. MCLAUGHLIN description J. YAHYA DU084 sheets rev. ---- G H D C B A E F I 1 2 3 4 5 6 7 8 9 10 11 12 13

W T no. date by ckd description T

T 11/16/18 JY SJM 100% SUBMITTAL W

SS T

T SS T SS W SS G SS

G SS T

T T T G SS NORTH T G

G SS SS

W W

G W W W W W

G SS W

T W W G

W W

G T T T T T T T T A W SS T T T T T G W W T T T

G W T0 T 30'T T 60' T W W W W

W G W W W W W W W SS W W G SS T SS SS G SS SCALE IN FEET W SS G SS SS SS G SS G SS G G G G G G G G G

W SS

W B

W SS W

W W C

SS E-1 HANGAR

SS D Millimeters

ST SS

752.0 752.5

-0.50% 752.5 E 752.0

751.5 ST 751.0 -0.50% 750.5 751.5 751.0 751.5 751.0 751.5 752.0 752.0 752.5

Scale For Microfilming -25.02% 751.5 751.0 750.5

750.5 751.0 -2.72% 751.5 751.5 -0.50% 751.5 752.0 752.5 -25.00% SS -0.50%

753.0 ST -1.50% 752.0 -25.00%

-1.50% 752.5 753.0 752.0 -1.50%-25.00% 750.0

Inches F ST ST 752.0 750.5 752.0 752.0 751.5 ST 751.5 ST 750.5 751.0

751.0 ST SS 752.0 752.0 750.5 752.0 ST 752.5 ST 751.0 750.0 751.5 752.0 ST 751.5

752.5 751.0 ST 751.5 751.0 UD UD 752.0 ST

751.5 ST 751.5 UD 751.0

751.0 ST

752.5 UD 752.0 ST 750.5

UD 751.5 ST ST ST UD ST ST

1431 OPUS PLACE

UD 752.0 DOWNERS GROVE, IL 60515 SS

752.5 UD 630-724-3200 G

UD LICENSEE NO. 184-001310

752.0

TAXIWAY E UD MATCH EXISTING GRADES UD date detailed AUGUST 07, 2018 W. JOHNSON

UD designed checked UD UD 752.5752.5

W. JOHNSON S. MCLAUGHLIN UD UD UD

LEGEND:

750.5 PROPOSED CONTOUR (0.5' INTERVAL) 750.0 PROPOSED CONTOUR (1.0' INTERVAL) DuPage County, Illinois 750.5 EXISTING CONTOUR (0.5' INTERVAL) CONSTRUCT NORTH SERVICE ROAD 750.0 EXISTING CONTOUR (1.0' INTERVAL) EXTENSION PARALLEL TO TAXIWAY ECHO I GRADING PLAN GRADING LIMITS IL Proj. No. DPA-4564 contract

BURNS & McDONNELL ENGINEERING COMPANY, INC. BMcD Proj. No. 108644 DU084

no. date by ckd description

T T

T W W W 11/16/18 JY SJM 100% SUBMITTAL

T SS

W T T

T W

SS T T NORTH T SS T SS W SS G SS

G SS T

T T T G SS A T G

G SS 0 30'SS 60'

W W

G W W W W W

G SS W SCALE IN FEET T W W G

W W

G T T T T T T T T W SS T T T T T G W W T T T

G W T T T T T W W W W

W G W W W W W W W SS W W G SS T SS SS G SS W SS G SS SS SS G SS G SS G G G G G G G STABILIZED G G CONSTRUCTION

W ENTRANCE B SS

W SS W C W

W SS

Millimeters SS

CB-1 W/ 18R SNOUT

ST 12" FES AND BIOSKIRT CB-1 W/ 18R SNOUT INV: 750.17 E

AND BIOSKIRT SS RIM: 750.01 RIM: 749.63 INV. S: 747.91

Scale For Microfilming INV. S: 747.91 20 LF SILT FENCE COIR WATTLE

(TYP. OF 4) ST EXIST SSMH 40 LF 12" RCP RIM: 751.09' @ 2.38%

N INV: 748.11'

ST SS EXIST. SSMH 63 LF 12" RCP @ 0.5% ST

ST Inches RIM: 749.64' 12" FES F 18" E INV: 747.69' ST INV: 749.22 15" W INV: 747.74' 57 LF 12" RCP @ 0.5% EXIST SSMH RIM:ST 750.06' EXIST FES 18" E INV: 747.53'ST INV: 749.22 STEXIST. SSMH ST

18" W INV: 747.52' ST SS RIM: 752.55' ST ST

CORE AND CONNECT ST

UD 36" N INV: 747.35' ST

UD TO EXISTING CB AT CORE AND CONNECT UD 18" E INV: 747.50' ST

ELEVATION 747.63 TO EXISTING CB AT ST EXIST FES 1431 OPUS PLACE UD 36" W INV: 747.35'

ELEVATION 747.66 EXIST. SSMH ST INV: 749.39 DOWNERS GROVE, IL 60515

W INV:UD UNKNOWN ST 630-724-3200 G

UD RIM: 750.91' ST ST ST UD EXIST. SSMH ST ST LICENSEE NO. 184-001310

E INV: INACCESSIBLE 24 LF SILT FENCE

TAXIWAY E UD RIM: 750.66' PLACE GEOTEXTILE date detailed W INV:UD 747.56' EXIST SSMH

SS FABRIC (ITEM AR209600)

UD N INV: 747.76' AUGUST 10, 2018 W. JOHNSON UD RIM: 750.36' E INV: INACCESSIBLE PRIOR TO RESTORATION,

12" W INV: 747.78'

18" W INV:UD 747.71' MATCH EXISTING GRADES designed checked UD E INV: INACCESSIBLE W. JOHNSON S. MCLAUGHLIN EXIST SSMH

UD RIM: 751.19' UD N INV: 748.07' UD CONSTRUCTION SEQUENCING NOTES:

UD 10" E UD INV: 747.97' H

UD UD SS UD 1. INSTALL SILT FENCE AT LOCATIONS AS INDICATED ON THE PLANS. 8" W INV: 748.17' SS

LEGEND: SS NOTES:UD 2. PROVIDE STABILIZED CONSTRUCTION ENTRANCE.

TEMPORARY SILT FENCE 1. SOIL EROSION AND SEDIMENT CONTROL MAINTENANCE 3. CUT AND FILL SITE TO PLAN SUBGRADE. MUST OCCUR EVERY TWO WEEKS AND AFTER EVERY 0.5" OR GREATER RAINFALL EVENT. MAINTENANCE SCHEDULE PROPOSED SEEDING AND EROSION MAY INCREASE TO AFTER EVERY 0.25" RAINFALL, 4. CONSTRUCT UNDERGROUND IMPROVEMENTS, I.E. SANITARY SEWER DuPage County, Illinois CONTROL BLANKET DEPENDING ON IEPA RULING. WATERMAIN AND STORM SEWER**, ETC. 2. CONTRACTOR IS RESPONSIBLE FOR ALL SITE CONSTRUCT NORTH SERVICE ROAD MAINTENANCE UNTIL THE SITE IS TURNED OVER. THIS 5. CONSTRUCT PAVEMENT IMPROVEMENTS PER PLAN. DESIGNATED CONSTRUCTION ENTRANCE EXTENSION PARALLEL TO TAXIWAY ECHO I INCLUDES MOWING WHERE VEGETATION HAS BEGUN TO DRAINAGE AND SOIL EROSION GROW BEFORE SUBSTANTIAL COMPLETION. 6. COMPLETE CONSTRUCTION OF SITE WITH PERMANENT STABILIZATION. SEDIMENT CONTROL PLAN PROPOSED CATCH BASIN 3. IN ADDITION TO NOTES AND SEQUENCES ON THIS SHEET, IL Proj. No. DPA-4564 contract 7. REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. BURNS & McDONNELL ENGINEERING COMPANY, INC. SEE ADDITIONAL STORM WATER POLLUTION PREVENTION BMcD Proj. No. 108644 DU084 COIR WATTLE PLAN NOTES ON BDE 2342. CONTRACTOR IS REQUIRED TO

2018 COMPLETE AND SIGN THE CERTIFICATION PAGE FROM THE 8. RESTORE CONSTRUCTION STAGING AND ACCESS AREAS. drawing rev. INLET PROTECTION BDE 2342, LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. CU-101 ---- ** INSTALL INLET PROTECTION AROUND DRAINAGE STRUCTURES AS SWALE DRAINAGE FLOW CONSTRUCTED. sheet 10 of 17 sheets RIP RAP file COPYRIGHT © Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CU-101 DRAINAGE AND SOIL EROSION SEDIMENT CONTROL PLAN.dwg 11/20/2018 2:49:02 PM YAHYA, JUNAID Scale For Microfilming Inches Millimeters

COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CU-201 DRAINAGE, SOIL EROSIONSEDIMENT CONTROL DETAILS.dwg 1 CATCH BASINDETAIL SEPARATION REQUIREMENTS WATER ANDSEWER E NOT TOSCALE NOT TOSCALE 2 5 1 - - 3 4 STORM MANHOLEDETAIL STONE RIPRAPDETAIL

NOT TOSCALE NOT TOSCALE 11/19/2018 9:48:28AM 5

YAHYA, JUNAID 2 6 - - 6 CONCRETE FLAREDEND SECTION DETAIL 7 PIPE INSTALLATIONDETAIL NOT TOSCALE NOT TOSCALE 8 7 - 3 - 9 10 RIP RAPDETAIL MATERIAL STANDARDS NOT TOSCALE NOT TOSCALE 11 8 - 12 4 - 13 no. file sheet drawing BMcD Proj.No.108644 IL Proj.No.DPA-4564 designed date EXTENSION PARALLELTOTAXIWAYECHO 11/16/18 AUGUST 6,2018 CONSTRUCT NORTHSERVICEROAD W. JOHNSON date SEDIMENT CONTROLDETAILS 11 DOWNERS GROVE,IL60515 DRAINAGE, SOILEROSION LICENSEE NO.184-001310 CU-201

DuPage County,Illinois JY by 1431 OPUSPLACE 630-724-3200 SJM ckd of 17 100% SUBMITTAL contract checked detailed S. MCLAUGHLIN W. JOHNSON description DU084 sheets rev. ---- G H D C B A E F I Scale For Microfilming Inches Millimeters

COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CU-202 DRAINAGE, SOIL EROSIONSEDIMENT CONTROL DETAILS.dwg REFERENCE 3. 2. 1. NOTES: Approved Checked Designed Project and sitestabilization. minimum cross-sectionalareaof3.0sq.in. Fence postsshallbeeitherstandardsteelpostorwoodwitha at least30fornonwovenand40woven. 592 GeotextileTable1or2,Classwithequivalentopeningsizeof Filter fabricshallmeettherequirementsofmaterialspecification construction periodandremovedinconjunctionwiththefinalgrading in theareatobeprotected.Theyshallmaintainedthroughout Temporary sedimentfenceshallbeinstalledpriortoanygradingwork INLET SEDIMENTFILTER Filter Fabric SILT FENCEPLAN 1

6" Date Date Date

Min NOT TOSCALE FABRIC ANCHORDETAIL ELEVATION NOT TOSCALE 5' Max (Typ) SILT FENCEPLAN Min 6" 18"Min

Undisturbed Ground Line I (Typ) Filter Fabric Fastener -Min.No.10GageWire Compacted Backfill 2

Direction Of Flow 4 PerPostRequired.(Typ.)

2' Min 1 - DATE 3-16-12 SHEET 1OF2 IUM-620 STANDARD DWG.NO. 5 - 3 REFERENCE Approved Checked Designed Project EROSION BLANKETPLAN(1OF2) 5. 4. 3. 2. 1. Step 3 Step 2 Step 1 SILT FENCE-SPLICING TWO FENCES stormwater piping. Compact backfill(particularlyatsplices)completelytoprevent flap. Drive bothpostsaminimumof18inchesintothegroundandbury flap. Cut thefabricnearbottomofstakestoaccommodate6" create atightsealwiththefabricmaterial. Rotate bothpostsatleast180degreesinaclockwisedirectionto first fence. Place theendpostofsecondfenceinside 4 Filter Fabric SILT FENCE-SPLICINGTWOFENCES NOT TOSCALE Date Date Date Posts NOT TOSCALE ATTACHING TWOSILTFENCES

11/19/2018 9:48:40AM 5

YAHYA, JUNAID 2 Filter Fabric - DATE 3-16-2012 SHEET 1OF IUM-620B(W) STANDARD DWG.NO. 6 - 6 EROSION BLANKETPLAN(2OF2) 7 NOT TOSCALE 8 3 - 9 INSTALLATION TYPICAL COIRWATTLE 10 NOT TOSCALE 11 4 - 12 13 no. file sheet drawing BMcD Proj.No.108644 IL Proj.No.DPA-4564 designed date EXTENSION PARALLELTOTAXIWAYECHO 11/16/18 AUGUST 6,2018 CONSTRUCT NORTHSERVICEROAD W. JOHNSON date SEDIMENT CONTROLDETAILS 12 DOWNERS GROVE,IL60515 DRAINAGE, SOILEROSION LICENSEE NO.184-001310 CU-202

COPYRIGHT © 2018 BURNS & McDONNELL ENGINEERING COMPANY, INC. Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CU-203 DRAINAGE, SOIL EROSIONSEDIMENT CONTROL DETAILS.dwg 1 18R SNOUTOIL&DEBRISSTOP IDOT BDESWPPPSHEET NOT TOSCALE NOT TOSCALE 2 3 4 1 - - 4

11/19/2018 10:27:22AM 5

YAHYA, JUNAID 6 HOOD SPECIFICATION NOT TOSCALE 7 2 - 8 9 10 BIO-SKIRT SPECIFICATION 11 NOT TOSCALE 12 3 - 13 no. file sheet drawing BMcD Proj.No.108644 IL Proj.No.DPA-4564 designed date EXTENSION PARALLELTOTAXIWAYECHO 11/16/18 AUGUST 6,2018 CONSTRUCT NORTHSERVICEROAD W. JOHNSON date SEDIMENT CONTROLDETAILS 13 DOWNERS GROVE,IL60515 DRAINAGE, SOILEROSION LICENSEE NO.184-001310 CU-203

no. date by ckd description 11/16/18 JY SJM 100% SUBMITTAL

NORTH

0 50' 100' A

SCALE IN FEET

OFA STOP AHEAD 6 N: 1911736.07 CP-110

E: 1007243.01 OFA

TSA TSA

OFA

TSA TSA

E-1 HANGAR

OFA

OFA TSA YIELD TO AIRCRAFT

3 TSA N: 1911558.19 CP-110 E: 1006552.33

N: 1911540.86 1 WHITE EDGE LINE (TYP.) D E: 1006549.69

STOP SIGN CP-110 OFA RELOCATED SIGN N: 1911560.93

Millimeters 4 7 N: 1911551.23 YIELD TO AIRCRAFT E: 1007220.81 CP-110 CP-110 E: 1006551.61 N: 1911518.81 OFA

2 TSA E: 1007153.96 YELLOW SKIP-DASH CP-110 TSA

7 RELOCATED NO AIRCRAFT 5 STOP SIGN N: 1911497.74 N: 1911477.77 CP-110 N: 1911513.38 CP-110

OFA E: 1007070.63 E: 1007069.35 E: 1007158.37 E OFA OFA

Scale For Microfilming OFA OFA OFA 5 NO AIRCRAFT TSA N: 1911511.44 OFA

CP-110 TSA TSA E: 1006547.51 OFA TSA OFA TSA OFA 24" WIDE WHITE TSA OFA STOP BAR (TYP. OF 3)

Inches TSA N: 1911497.31 F TSA STOP SIGN 4 OFAE: 1007170.34 TSA N: 1911457.96 OFA TSA E: 1007066.46 CP-110 TSA 7 RELOCATED SIGN NO AIRCRAFT YIELD TO AIRCRAFT 4 CP-110 N: 1911451.00 TSA N: 1911459.13 CP-110 TAXIWAY E E: 1007065.74 N: 1911473.39 TSA E: 1007147.69 E: 1007126.20 TSA 1431 OPUS PLACE DOWNERS GROVE, IL 60515 630-724-3200 G LICENSEE NO. 184-001310 date detailed OCTOBER 1, 2018 W. JOHNSON TSA TSA designed checked TSA J. YAHYA S. MCLAUGHLIN TSA

NOTES:

1. SEE DRAWING CS-101 FOR CENTERLINE LAYOUT INFORMATION.

DuPage County, Illinois

CONSTRUCT NORTH SERVICE ROAD EXTENSION PARALLEL TO TAXIWAY ECHO I PAVEMENT MARKING AND SIGNAGE PLAN IL Proj. No. DPA-4564 contract

BURNS & McDONNELL ENGINEERING COMPANY, INC. BMcD Proj. No. 108644 DU084

3'-0" 6"

YIELD TOAIRCRAFTSIGN 3'-0" 6" WHITE EDGELINE STOP AHEAD PCC PCC NOT TOSCALE 30" NOT TOSCALE NOT TOSCALE 3 AIRCRAFT 4" WHITEPAVEMENTMARKING(TYP.) YIELD

30" 1' 1' 30" FRANGIBLE BASE FRANGIBLE BASE

11/20/2018 3:19:36PM

30" 4 3 1 - - 6 - 3'-6" 3'-6"

YAHYA, JUNAID DEMOLISH EXISTINGFOUNDATION AND BOTTOMPOST(SEENOTES1&2) BASE ANDTOPPOST SIGN FACE,FRANGIBLE SALVAGE EXISTING

4" 5

3'-0" 6" STOP SIGN PCC 6 NOT TOSCALE

REVERSE

AUTHORI

VEHICLES

ONLY 1'

EXISTING 30"

SIGN

TY FRANGIBLE BASE 7 10'

30" SIGNAGE RELOCATION DETAIL

3'-6" 4 - NOT TOSCALE NEW PCCFOUNDATION 30' 8 YELLOW SKIP-DASH

3'-0" 6" NOT TOSCALE 10' 7 - 1'

RELOCATED 9

SIGN

NO AIRCRAFTSIGN 3'-0" 6" RELOCATION NOTES: 30' 1. 2. PCC FOUNDATIONS INACCORDANCE WITHLOCALLAWSATNO BACKFILL VOIDSWITHCRUSHED STONEANDTOP OFWITH4" CONTRACTOR SHALL DISPOSEOFDEMOLISHEDSIGNAGE TOPSOIL AND SEED. ADDITIONAL COSTS TOTHECONTRACT. 2 - NOT TOSCALE AIRCRAFT SALVAGED SIGN,FRANGIBLEBASE AND TOPPOST NEW BOTTOMPOST 10 NO 30"

3'-6" 1' 10' FRANGIBLE BASE

30" 4" YELLOWPAVEMENTMARKING(TYP.) 5 - 11 3'-6" 4" 1. NOTE: SEE SPECIALPROVISION910FOR ADDITIONAL REQUIREMENTS. 12 13 no. file sheet drawing BMcD Proj.No.108644 IL Proj.No.DPA-4564 designed date EXTENSION PARALLELTOTAXIWAYECHO 11/16/18 AUGUST 8,2018 CONSTRUCT NORTHSERVICEROAD W. JOHNSON date 15 DOWNERS GROVE,IL60515 PAVEMENT MARKINGAND LICENSEE NO.184-001310 CP-110

DuPage County,Illinois JY by SIGNAGE DETAILS 1431 OPUSPLACE 630-724-3200 SJM ckd of 17 100% SUBMITTAL contract checked detailed S. MCLAUGHLIN W. JOHNSON description DU084 sheets rev. ---- G H D C B A E F I 1 2 3 4 5 6 7 8 9 10 11 12 13

no. date by ckd description VERTICAL SCALE: 0 4' 8' 11/16/18 JY SJM 100% SUBMITTAL

SCALE IN FEET HORIZONTAL SCALE: 762 762 762 762 762 762 762 762 0 20' 40' 80'

SCALE IN FEET 760 760 760 760 760 760 760 760

758 758 758 758 758 758 758 758 A

756 756 756 756 756 756 756 756 FLOWABLE OFF:13.70 EL:752.37 OFF:13.03 EL:751.96 OFF:-33.77 EL:752.03 OFF:0.00 EL:752.88 OFF:0.00 EL:752.87 OFF:0.00 EL:752.86 OFF:-33.85 EL:751.88

FILL (IN LIEU OFF:16.83 EL:751.60 OFF:17.63 EL:751.38 OFF:0.00 EL:752.29 754 754 754 754 754 754 754 OFF:-32.42 EL:752.52 754 OF UNDERCUT OFF:-30.56 EL:751.79 -1.5%1.5% -1.5%1.5% -1.5%1.5% 1.5% 5' AND PGE) 5' -1.5% OFF:-24.83 EL:749.80 752 752 752 OFF:-25.13 EL:749.70 752 752 752 752 752 OFF:-23.25 EL:749.96

750 750 750 750 750 750 750 750 B 1'-3" EXISTING #6 COPPER GUARD WIRE 748 748 748 748 748 748 748 748 747 747 747 747 747 747 747 747 50 LF 2-WAY 3" SPLIT DUCT -40 -20 0 20 40 EXISTING FAA 25 PR & 50 PR -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 0+50.00 #19A CABLES 1+00.00 1+50.00 2+00.00 LEGEND: MATERIAL(S) AT STATION 0+50.00 MATERIAL(S) AT STATION 1+00.00 MATERIAL(S) AT STATION 1+50.00 MATERIAL(S) AT STATION 2+00.00

AREA (SF) VOL. (CY) CUM. VOL. (CY) AREA (SF) VOL. (CY) CUM. VOL. (CY) AREA (SF) VOL. (CY) CUM. VOL. (CY) AREA (SF) VOL. (CY) CUM. VOL. (CY) C MATERIAL MATERIAL MATERIAL MATERIAL TOPSOIL CUT CUT 86.92 0 0 CUT 73.89 149 149 CUT 74.94 138 287 CUT 62.80 128 414

FILL 0.13 0 0 FILL 4.08 4 4 FILL 3.29 7 11 FILL 1.66 5 15 PGE FILL

MATERIAL(S) AT STATION 0+50.00 MATERIAL(S) AT STATION 1+00.00 MATERIAL(S) AT STATION 1+50.00 MATERIAL(S) AT STATION 2+00.00 NOTES:

MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) 1. THE EXISTING TOPSOIL DEPTH D VARIES WITHIN THE LIMITS OF WORK.

Millimeters UNDERCUT / PGE 48.00 0 0 UNDERCUT / PGE 48.00 89 89 UNDERCUT / PGE 48.00 89 178 UNDERCUT / PGE 48.00 89 267 TOPSOIL STRIPPING DEPTH WILL BE DRIVEN BY THE DEPTH OF SUBGRADE.

2. EXCESS MATERIAL GENERATED FROM EARTHWORK OPERATIONS WILL BE RE-USED ONSITE TO RESTORE AREAS OF PAVEMENT DEMOLITION TO EXISTING GRADES. E

3. MATERIAL QUANTITIES DEPICTED ON Scale For Microfilming THIS SHEET WILL BE PAID UNDER ITEM AR152410 UNCLASSIFIED 762 762 762 762 762 762 764 764 EXCAVATION AND ITEM AR152520 UNDERCUT. THE EXCAVATION 760 760 760 760 760 760 762 762 VOLUME ITEM REQUIRED FOR UNDERCUT IS TO BE PAID FOR UNDER ITEM AR152520. NO 758 758 758 758 758 758 760 760 ADDITIONAL PAYMENT WILL BE MADE Inches F FOR RE-SPREADING EXCAVATED 756 756 756 756 756 756 758 758 MATERIAL. OFF:-31.79 EL:752.75 OFF:-33.72 EL:752.50 OFF:-31.75 EL:752.47 OFF:13.63 EL:752.12 OFF:15.15 EL:752.00 OFF:0.00 EL:752.86 OFF:0.00 EL:752.83 OFF:15.68 EL:751.84 754 754 754 754 754 OFF:0.00 EL:752.60 754 756 756 -1.5%1.5% 1.5% OFF:-22.91 EL:750.26 -1.5% OFF:-21.85 EL:750.26 -1.5%1.5% OFF:-23.78 EL:750.01

752 752 752 752 752 752 754 OFF:0.00 EL:752.15 754

1.4%-1.4% 750 750 750 750 750 750 752 752 1431 OPUS PLACE DOWNERS GROVE, IL 60515 630-724-3200 G 748 748 748 748 748 748 750 750 LICENSEE NO. 184-001310 747 747 747 747 747 747 749 749 date detailed -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 OCTOBER 6, 2018 J. YAHYA 2+50.00 3+00.00 3+50.00 4+00.00 designed checked J. YAHYA S. MCLAUGHLIN

MATERIAL(S) AT STATION 2+50.00 MATERIAL(S) AT STATION 3+00.00 MATERIAL(S) AT STATION 3+50.00 MATERIAL(S) AT STATION 4+00.00

MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) H

CUT 79.25 132 546 CUT 84.88 152 698 CUT 96.53 168 866 CUT 2.50 92 957

FILL 1.39 3 18 FILL 1.66 3 21 FILL 0.30 2 23 FILL 0.00 0 23

DuPage County, Illinois

MATERIAL(S) AT STATION 2+50.00 MATERIAL(S) AT STATION 3+00.00 MATERIAL(S) AT STATION 3+50.00 MATERIAL(S) AT STATION 4+00.00 CONSTRUCT NORTH SERVICE ROAD EXTENSION PARALLEL TO TAXIWAY ECHO MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) I CROSS SECTIONS UNDERCUT / PGE 48.00 89 356 UNDERCUT / PGE 48.00 89 444 UNDERCUT / PGE 48.00 89 533 UNDERCUT / PGE 0.00 44 578 IL Proj. No. DPA-4564 contract

BURNS & McDONNELL ENGINEERING COMPANY, INC. BMcD Proj. No. 108644 DU084

2018 drawing rev. CX-101 ---- sheet 16 of 17 sheets file COPYRIGHT © Z:\Clients\ANF\DuPageAA\DPA\108644_NorthPermRdExt\Design\Civil\Sheets\CX-101 CROSS SECTIONS.dwg 11/20/2018 1:05:55 PM YAHYA, JUNAID 1 2 3 4 5 6 7 8 9 10 11 12 13

no. date by ckd description VERTICAL SCALE: 0 4' 8' 11/16/18 JY SJM 100% SUBMITTAL

SCALE IN FEET HORIZONTAL SCALE: 764 764 762 762 762 762 762 762 0 20' 40' 80'

SCALE IN FEET 762 762 760 760 760 760 760 760

760 760 758 758 758 758 758 758 A

758 758 756 756 756 756 756 756 OFF:10.08 EL:751.95 OFF:10.12 EL:751.72 OFF:-12.82 EL:751.77

756 756 754 754 754 OFF:0.00 EL:752.29 754 754 754 OFF:0.00 EL:751.97 OFF:0.00 EL:751.94 OFF:14.39 EL:750.97 2.6%-3.1% 1.2%-2.3% -3.2% -2.2% -1.5%-1.5%

754 OFF:0.00 EL:752.18 754 752 752 752 752 752 752

-0.3%-1.2% 752 752 750 750 750 750 750 750 B 750 750 748 748 748 748 748 748 749 749 747 747 747 747 747 747 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 4+50.00 5+00.00 5+50.00 6+50.00 LEGEND: MATERIAL(S) AT STATION 4+50.00 MATERIAL(S) AT STATION 5+00.00 MATERIAL(S) AT STATION 5+50.00 MATERIAL(S) AT STATION 6+50.00

AREA (SF) VOL. (CY) CUM. VOL. (CY) AREA (SF) VOL. (CY) CUM. VOL. (CY) AREA (SF) VOL. (CY) CUM. VOL. (CY) AREA (SF) VOL. (CY) CUM. VOL. (CY) C MATERIAL MATERIAL MATERIAL MATERIAL TOPSOIL CUT CUT 0.00 2 960 CUT 25.17 23 983 CUT 25.25 47 1030 CUT 66.41 61 1114

FILL 0.00 0 23 FILL 0.00 0 23 FILL 0.00 0 23 FILL 0.61 1 24 PGE FILL

MATERIAL(S) AT STATION 4+50.00 MATERIAL(S) AT STATION 5+00.00 MATERIAL(S) AT STATION 5+50.00 MATERIAL(S) AT STATION 6+50.00 NOTES:

Millimeters UNDERCUT / PGE 0.00 0 578 UNDERCUT / PGE 16.00 15 593 UNDERCUT / PGE 16.00 30 622 UNDERCUT / PGE 48.00 44 682 TOPSOIL STRIPPING DEPTH WILL BE DRIVEN BY THE DEPTH OF SUBGRADE.

2. EXCESS MATERIAL GENERATED FROM EARTHWORK OPERATIONS WILL BE RE-USED ONSITE TO RESTORE AREAS OF PAVEMENT DEMOLITION TO EXISTING GRADES. E

3. MATERIAL QUANTITIES DEPICTED ON Scale For Microfilming THIS SHEET WILL BE PAID UNDER ITEM AR152410 UNCLASSIFIED 762 762 EXCAVATION AND ITEM AR152520 UNDERCUT. THE EXCAVATION 760 760 VOLUME ITEM REQUIRED FOR UNDERCUT IS TO BE PAID FOR UNDER ITEM AR152520. NO 758 758 ADDITIONAL PAYMENT WILL BE MADE Inches F FOR RE-SPREADING EXCAVATED 756 756 MATERIAL.

754 OFF:0.00 EL:752.17 754 OFF:10.47 EL:752.22

OFF:-18.33 EL:750.21 -1.5%0.5% 752 752

750 750 1431 OPUS PLACE DOWNERS GROVE, IL 60515 630-724-3200 G 748 748 LICENSEE NO. 184-001310 747 747 date detailed -40 -20 0 20 40 OCTOBER 6, 2018 J. YAHYA 7+00.00 designed checked J. YAHYA S. MCLAUGHLIN

MATERIAL(S) AT STATION 7+00.00

MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) H

CUT 50.93 109 1223

FILL 5.46 6 29

DuPage County, Illinois

MATERIAL(S) AT STATION 7+00.00 CONSTRUCT NORTH SERVICE ROAD EXTENSION PARALLEL TO TAXIWAY ECHO MATERIAL AREA (SF) VOL. (CY) CUM. VOL. (CY) I CROSS SECTIONS UNDERCUT / PGE 48.00 89 770 IL Proj. No. DPA-4564 contract

BURNS & McDONNELL ENGINEERING COMPANY, INC. BMcD Proj. No. 108644 DU084