LEXINGTON TRACE BUTTERFIELD ROAD AND ROUTE 59 PRELIMINARY P.U.D. SUBMITTAL SECTIONS 33 & 34, TOWNSHIP 39 NORTH, RANGE 9 EAST CITY OF WARRENVILLE, ILLINOIS DuPAGE COUNTY

LEGEND Existing Symbol Description Proposed Symbol N Storm Sewer Manhole Catch Basin Inlet WINFIELD Flared End Section 59 WHEATON Sanitary Sewer Manhole 38 Clean Out Downspout D 355 Storm Sewer Downspout Collection Line Sanitary Sewer Du Page Water Main SUBJECT Fire Hydrant PROPERTY Butterfield Road 56 River 88 Valve Vault Valve Box 56 B-Box WARRENVILLE The Morton Arboretum Light Pole Hand Hole Ronald Reagan Memorial Tollway Fence 88 Pipe Bollard 59 Sign Gas Valve

Ogden Avenue Gas Line City Comments Revision Electric Line OWNER/ DEVELOPER Overhead Utility Line Lexington Homes Fiber Optic Line Date

1731 Marcey Street, Suite 200 355 Electrical Pedestal 7/12/2017 , Illinois 60614 NAPERVILLE Electric Manhole Tel.: 773.360.0300 Guy Wire 1 No. Utility Pole CIVIL ENGINEERS / LAND SURVEYORS: Telephone Pedestal Haeger Engineering LLC LOCATION MAP Illinois Professional Design Firm #184-003152 Not To Scale Telephone Manhole 100 East State Parkway Telephone Line Schaumburg, IL 60173 Cable TV Line Tel.: 847.394.6600 Fax.: 847.394.6608 Cable TV Pedestal ARCHITECTS Handicapped Parking Stall BSB Design Curb & Gutter 1540 E. Dundee Road, Suite 310 Reverse Pitch Curb & Gutter

Palatine, IL 60074 land surveyors Depressed Curb Tel.: 847.705.2200 FINAL ENGINEERING PLANS Retaining Wall

LANDSCAPE ARCHITECT / WETLAND CONSULTANT NO. DESCRIPTION Curb Elevation and C XXX.XX Gary R. Weber Associates, Inc. C1.0 TITLE SHEET Gutter/Pavement Elevation G XXX.XX 212 S. Main Street C2.0 EXISTING CONDITIONS / DEMOLITION PLAN Spot Elevation XXX.X Wheaton, Illinois 60187 C3.0 PRELIMINARY ENGINEERING PLAN - OVERALL Open Lid Frame & Grate Gr XXX.XX Tel.: 630.668.7197 C3.1 PRELIMINARY ENGINEERING PLAN - NORTH Closed Lid Frame & Lid Rim XXX.XX

C3.2 PRELIMINARY ENGINEERING PLAN - SOUTH www.haegerengineering.com Hardscape Flow GEOTECHNICAL ENGINEERS C4.0 TYPICAL SECTIONS AND DETAILS Testing Service Corporation C5.0 VISION CLEARANCE TRIANGLE EXHIBIT Softscape Flow 457 E. Gunderson Drive C6.0 TEMPORARY SALES TRAILER PLAN Contour Line Carol Stream, IL 60188

C7.0 PARKING EXHIBIT Over Land Flow Route Illinois Professional Design Firm License No. 184-003152 Tel.: 630.653.3920 C8.0 AUTO TURN EXHIBIT HAEGER ENGINEERING TRAFFIC ENGINEERS KLOA, Inc. 9575 West Higgins Road, Suite 400 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608

Rosemont, IL 60018 consulting engineers Tel.: 847.518.9990

CITY OF WARRENVILLE SITE BENCHMARK PUBLIC WORKS 3S346 Mignin Drive CP # 14112 Warrenville, IL 60555 Description: Arrow bolt on fire hydrant located on Tel.: 630.393.9050 the East side of Harvest Gate. Elevation: 894.87 NAVD 88 (Geoid 12A) COMMUNITY DEVELOPMENT 3S258 Manning Avenue (See Existing Conditions Sheet C3.0) Warrenville, IL 60555 Tel.: 630.393.9050 TITLE SHEET LEXINGTON TRACE CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS R PRELIMINARY PUD SUBMITTAL

Know what'sbelow. Call before you dig. Project Manager: T A J Engineer: L A K Date: 2017.05.31 Note: Call 811 at least 48 hours, excluding Project No. 16-118 weekends and holidays, before you dig. Sheet C1.0 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 9:16am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Final Engineering\16118-Plan Set.dwg NORTH 40 0 80

Scale: 1" = 80'

36" Outfall Sewer @ Elevation 710.78

Flood Overflow at Elevation 716.5

Existing 10" Drain Road Overtops @ Elevation 716.86

Flood Waters Back Water Into Wetland 'A' Wetland 'A' (Gentile Wetland)

44 42 45 43

Existing 12" Storm Sewer

Existing 12" Bypass Sewer City Comments Revision

LEGEND Wetland Overflow at Date Elevation 718.1 - Then Existing 12" Outfall Sewer 7/12/2017 for Off-Site Detention Drains Into Storm Sewer Manhole B-9

Catch Basin 1 No. Inlet B-8 Flared End Section Headwall Storm Sewer Sanitary Sewer Water Main Fire Hydrant

Valve Vault B-10 Valve Box

B-Box land surveyors Light Pole Wetland 'B' (Route 59 Wetland) Light Pole With Mast Arm 61 Hand Hole Existing Detention Sign on Adjacent Property Guy Wire Utility Pole B-12 57 58 59 B-1

Curb & Gutter 56 www.haegerengineering.com Curb Elevation and B-7 B-11 Gutter/Pavement Elevation Pavement Elevation Sidewalk Elevation Illinois Professional Design Firm License No. 184-003152

Ground Elevation 62 HAEGER ENGINEERING Flood Overflow Route B-3 Contour Line Overtops @ Elevation 721.1 Wetland B-14 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608

Brushline consulting engineers Soil Boring

B-4

B-6

B-5

BENCHMARK: PK Nail located on the south side of Estes Street across from the southeast corner of the subject property.

Elevation = 729.20 NAVD 88 (Geoid 12A)

NOTE: 1. Offsite Contours shown are courtesy of DuPage County GIS. Treeline shown is approximate and individual trees are not shown. Some utilities shown are from City utility atlases and plans by others. 2. See Wetland Reports by Gary Webber & Associates. LEXINGTON TRACE

3. See Geotechnical Reports by TSC. EXISTING CONDITIONS CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS PRELIMINARY PUD SUBMITTAL

Project Manager: T A J Engineer: L A K Date: 2017.05.31 Project No. 16-118 Sheet C2.0 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 9:17am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Final Engineering\16118-Plan Set.dwg File Name: Plot Date: Jul12,2017-9:39am P:\2016\16118\Drawings\Final Engineering\16118-Final Engineering.dwg Plotted By: tom-j Existing Offsite Detention Existing Wetland'C'

70' R.O.W.

723 720 722 721 723 721 721 721 721 720 722 721 722 722 723 723 POND STRIPE NEWLEFT-TURNLANE

723 DET. 722 721 'B' 720 722 724 14

13 723 726

717 723 725 719 718

720 716 722 722 12

723 722 721

718 719

717

716

720

724 723 724

722

723

723 11

721

723 722 723 719 720 721 722 723 723

723 723 723 & COMPENSATORYFLOODSTORAGE

723 16 15 CREATED WETLAND'A'

723

17 723

716 723 723 722 722 722 721 721

18 721

723

POND 722 DET. 'C'

721 716 723 717 722 718 721 719 720 721 721 722 722 723 723 724

722 722

723

721 19 20 21

722 721 719 719 718 717 716 715

714 724

12" W 12" W Existing Wetland'A' 723

722

723 718 719 719 DETENTION POND'A'

718 724 722 725 723 717

726 714 724 715 725 716 BARKLEY AVENUE 725 IMPROVEMENTS 716 724 3

715

BY OTHERS 725

722 723 723 724 717 714 727 722 9 10

724 726 721 726

718 2 1 723 720 725 719

722

727 721

720 719

723 721 714

4 718 715 724

724 727 717 716

726 725 717 725 724 723 718 728 725 719 719 719

722 726 724 725 PRE-TREATMENT 721

Possible 5' Sidewalk to Route 59 Intersection. BASIN 'C'

5 ENHANCED WETLAND 'B' WETLAND ENHANCED Engineering reviewprocess. Existing sewertobetelevisedandthen NOTE: directed bytheCityduringFinal cleaned, repaired,replaced,orrelocatedas

Depends on City Direction, Wetland Wetland'B'

Comments, and IDOT Approval.

Existing 718 721 719 6 721 725

720 724 722 724 725 723

723

726

724 722

720 7

717 718

719 723

719 724 718 725 720 PRE-TREATMENT

722 722 BASIN 'B' 722 8

720

719 718 726 725 724 PRE-TREATMENT

723 BASIN 'A'

724 720 723 722 721 720

720 Note:

See 40' Scale Detail on Sheets C3.1 & C3.2.

Impacted Wetland Existing Wetland

Enhanced Wetland

Created Wetland

Wetland Area Legend 40 Sheet Project No. Date: Engineer: Project Manager: PRELIMINARY ENGINEERING PLAN Scale: NORTH

HAEGER ENGINEERING 0 C3.0 OVERALL

consulting engineers land surveyors 1" = 2017.05.31

LEXINGTON TRACE 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608 80' 16-118 Illinois Professional Design Firm License No. 184-003152 L AK T AJ

C8 PRELIMINARY PUD SUBMITTAL www.haegerengineering.com 1 07/12/2017 Per City Comments CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS No. Date Revision 80

C 2017 Haeger Engineering, LLC NORTH 20 0 40

Scale: 1" = 40'

Re-stripe for Left Turn Lane

FES Inv 720.00 FES Inv 720.50 Valve Vault 5' Sidewalk Stop Sign 10" Watermain (PVC) Extension Valve Vault

Possible 5' Sidewalk to Route 59 Intersection.

726 725 Depends on City Direction, Wetland

Existing 10" Watermain 723 Comments, and IDOT Approval.

722

721 Entrance Monument

724 720

10' Bike Path 10" Watermain (PVC) 719

724 City Comments Revision

724

5' Sidewalk Date 07/12/2017

Retaining Wall w/ Railing 1 Top 723.0 No. Bottom 718.0± 723

Wetland Impact (0.024 Ac) Wetland Impact (0.075 Ac)

44 723 723 Proposed Fence 42 land surveyors Drainage Divide 45717 43

716 718 Detention Overflow 70' R.O.W. FES Overflow Structure w/ Rip-Rap 722 Inv 715.0 to Bypass Level Spreader 718 719.0 719

719 5:1 716 714 718 www.haegerengineering.com 719 717 716 715 715 714 722 5:1

3:1 Level Spreader 719 714 COMPENSATORY FLOOD STORAGE 713.80 Illinois Professional Design Firm License No. 184-003152 716 5:1 722 Level Spreader & CREATED WETLAND CB 720 715.00 w/ Meandering Channels HAEGER ENGINEERING Gr 720.70 Gross Area = 0.84 AC. Net Area = 0.64 AC. 717 FES CB P 721.00 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608 715 Gr 720.70 Inv 714.0 consulting engineers Restrictor Structure 721 W/ Weir Overflow 718

50' Wetland Buffer Outfall Sewer From Church Restrictor Structure 719 W/ Weir Overflow 5:1 716 Proposed Fence by Others 722 DETENTION POND 'A'

MH 723 Rim 720.50 719 V = 4.54 AC-FT HWL = 718.00 Inv 715.30 722 723 NWL = 714.00 722 Bot. = 713.0±

723 Wetland Type Basin P 723.00 Path w/ Meandering Channels 717 San MH 723

FES 719 Rim 721.2 Inv 714.5 Inv 714.4 CB CB Gr 721.00 Gr 721.00 P 722.00 P 723.00 Pergola w/ Seating 723 MATCH CB SEE SHEET 3.2 LINE Gr 721.50 718

716 NORTH Wetland Area Legend

Existing Wetland LEXINGTON TRACE

Impacted Wetland CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS PRELIMINARY PUD SUBMITTAL Created Wetland PRELIMINARY ENGINEERING PLAN

Enhanced Wetland Project Manager: T A J Engineer: L A K Date: 2017.05.31 Project No. 16-118 Sheet C3.1 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 9:10am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Final Engineering\16118-Final Engineering.dwg P 722.00 P 723.00 Pergola w/ Seating 723 MATCH CB LINE Gr 721.50 718

716 5:1 DETENTION MH CB NORTH Gr 720.70 POND 'B' Rim 722.50 3:1 V = 0.91 AC-FT 20 0 40 CB HWL = 720.00 P 722.00 722 Gr 720.70 NWL = 716.00 DETENTION POND 'A' Scale: 1" = 40' HWL = 718.00 Wetland Type Basin NWL = 714.00 FES w/ Meandering Channel Bot. = 713.0± Wetland Type Basin Inv 714.00

P 721.80 CB With Meandering Channels Gr 721.50 San MH 714

Rim 722.00 719 717 CB 715 721 Inv 714.00 Gr 720.00 716 717 718 723 719 722 721 720

718 721 11 722 P 721.00 723 P 723.00 724 725 723 721

FG=724.00

719 18 723 FG=726.00

FG=724.00 720 CB 10 Gr 720.00 723 Garden w/ Seating San MH FG=722.00 722 EXISTING WETLAND / 723 Rim 720.0 722 4" Watermain (PVC) CB DEPRESSIONAL STORAGE Inv 715.5 CB 722 HWL = 718.45 CB Gr 717.5 FES Gr 719.50 Gr 721.70 718.10 Inv 717.50

721 CB P 722.00 722 P 721.00 Gr 721.70 P 722.00 P 722.00 San MH Inv Rim 721.00 Overflow Structure CB Inv 713.00 Rim 718.00 718 Gr 720.00 722 720 B-13 Level Spreader 719B-2 720

721 721 PRE-TREATMENT FES 717.00 San MH BASIN 'C' Inv 717.50 San MH 720 FG=722.00 720 Rim 722.00 19 HWL = 719.50 ENHANCED WETLAND AREA FES 720 723 Rim 722.00 FES 719 NWL = 717.50 Inv 717.50 Inv 713.00 Inv 712.00 Inv 717.50 719 723

FG=723.00 9 Bot. = 716.5± PRE-TREATMENT 718 Level Spreader FES BASIN 'B' 8" Sanitary 717.00 718 P 720.50 Inv 718.00 717 HWL = 719.50 721 721 FG=726.00 CB 720 NWL = 717.50 720 719 717 718 Gr 720.00 Bot. = 716.5± 12 725 724 718 PRE-TREATMENT 722 723 61 719 BASIN 'A' P 723.00 722 10' Public Utility Easement 720 FG=724.00 17 723 P 720.50 FES Sidewalk

FG=724.00 P 720.80 Inv 718.00 723 722 CB CB 722 P 723.00 Bulk Mailboxes (Typ). FES CB Gr 721.00 CB P 723.50 Gr 721.00 CB CB 722 CB Inv 717.50 Gr 721.00 Gr 722.20 721 Gr 720.00 Gr 720.00 Gr 720.00 P 721.00 San MH 723 Rim 721.0 CB Gr 721.70 Sidewalk Inv 713.00 720 Sidewalk 722

Restrictor Structure 723 723 10' Public Utility Easement 723 724 721 CB W/ Weir Overflow 724 725 Gr 721.70 58 725 P 722.00 57 59 56 CB

P 722.50 CB San MH Gr 722.20 CB CB Gr 721.00 Rim 725.5 Gr 721.00 Gr 721.00 Valve Vault City Comments Revision Inv 717.0 San MH Inv Rim721.00

726 Rim 725.00 Inv 717.0

720 721 20 725.0 722 Date 722 720 San MH 726 Rim 722.50 723 07/12/2017 723

721 Church Secondary Overflow 723

721 722 @ Elevation 721.0 Inv 712.2 FG=724.00 3 4 5 6 7 8

P 722.00 724 Sidewalk

724

725 1 No.

721

726 723 725 723 725 FG=727.00 FG=723.00 FG=723.00 FG=727.00 723 P 723.00

722 4:1 P 721.00 P 722.00 FG=726.00 FG=722.00 FG=722.00 FG=726.00 FG=727.00 FG=723.00 FG=723.00 FG=727.00 P 723.00

13 Path 721 721.0 5:1 3:1 725 62 724

Sidewalk 723 722

FG=724.00 16

721 722 723

724 Sidewalk

726 FG=724.00 723 Drainage Divide CB 724 San MH Gr 721.50 721 4:1 CB Rim 723.50 724 Inv 710.5 725 Gr 721.50 10' Public Utility Easement 721 3:1 5:1

CB 725 land surveyors 716 726 Gr 721.70 723

10" Watermain (PVC) 722 722 721 8" Sanitary CB 724 727 721 724 Gr 720.00 722 723 725 717 FG=728.50 P 722.00 724 CB 724 Gr 721.00 723 718 2 San MH San MH San MH DETENTION POND 'C' Rim 723.00 Rim 723.00 Rim 724.00 CB 724 V = 1.02 AC-FT 719 Gr 723.00 Inv 712.00 Inv 713.00 6' Board on Board Fence Inv 714.00 CB HWL = 720.00 FG=724.50 Inv www.haegerengineering.com Gr 720.00 NWL = 716.00 720

723 Bulk Mailboxes (Typ). Wetland Type Basin 721 21 CB Gr 723.00 w/ Meandering Channel 722 721 723 722 P 724.00 FG=725.00 CB Illinois Professional Design Firm License No. 184-003152 723

722 Gr 723.00 14 P 723.00 15 P 723.70 HAEGER ENGINEERING

723

724 8" Watermain (PVC) Watermain 8" 723 FG=724.00 CB FG=724.00

10' Public Utility Easement Gr 721.70 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608 CB 725 consulting engineers FG=724.50S-B Gr 723.00

1 726 CB CB 722.5 San MH San MH Gr 721.70 Gr 722.70 San MH CB Rim 722.00 Rim 723.50 727 Gr 722.00 Inv 711.0 Entrance Monument Rim 722.00 CB Inv 709.50 FG=728.50 Inv 712.00 CB Gr 722.70 Gr 722.00 San MH

722.5 P 722.00 727 Rim 727.00 726 8" Sanitary 724 725 Inv 718.00 721 728 722 Sidewalk 8" Watermain (PVC) Valve Vault Rim

San MH Rim 722.00 12" Watermain PVC Inv 710.6 Extension

Valve Vault CB CB Valve Vault

Rim722.00 Gr 722.00 Gr 722.0 Rim SOUTH

San MH7 (4' MH Type A) San MH Rim 724.2 Rim 721.00 Inv 709.1 Wetland Area Legend Inv 711.0 Valve Vault3 (4' Dia.) Rim723.2 Barkley Avenue Roadway Improvements LEXINGTON TRACE By Others * Under Construction * Existing Wetland CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS

12" WM By Others 8" San. Sewer By Others PRELIMINARY PUD SUBMITTAL * Under Construction * * Under Construction * Impacted Wetland PRELIMINARY ENGINEERING PLAN Created Wetland

12" W Project Manager: T A J Engineer: L A K Enhanced Wetland Date: 2017.05.31 Project No. 16-118 Sheet C3.2 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 9:11am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Final Engineering\16118-Final Engineering.dwg 70' R.O.W. 50' R.O.W.

1' 5' 13.5' 3 1' 8.5' 10' 1' 6" 5' 6' 2 7' 6' 5' 6" Sanitary Sewer Conc. Walk R.O.W.

1' (Typ.) 1' (Typ.) Bit. Path Watermain Conc. Walk Watermain Sanitary Sewer 6" PVC SDR 26 @ 1% Min. 6" PVC SDR 26 @ 1% Min.

AC Unit R.O.W.

4" Watermain AC Unit 6 10 5 1 2 3 4 5 10 7 8 9 6 10 5 1 2 3 4 5 10 6 10'x10' Standard Patio with 10'x15' Option 17' barkley avenue STREET 'A' 18' 24' Bit. Path

66' R.O.W. 18'

1' 5' 13.5' 2 7' 19.5' 50' R.O.W.

±1 8' Sanitary Sewer Existing Roadway 5' 8' 2 4' 8' 5'

1' ±1 6' 1' Trim Trim

1' (Typ.) 17' 1' (Typ.)

1.5" Copper Service NOTE: 6 10 3 5 2 1 11 4 2 5 3 10 6 10 5 1 2 3 4 5 10 6 Sump pump drains shall be connected to the storm sewer system. TYPICAL MEWS CROSS SECTION ESTES STREET STREET 'B' TYPICAL TOWN HOME UTILITY SERVICE DETAIL TYPICAL ROADWAY CROSS SECTIONS

1 1 1/2" - HMA Surface Course, Mix C, IL-9.5, N50 6 5' Wide - 5" Thick P.C. Sidewalk (6" thick through driveways)

2 7 1/2" - HMA Binder Course, IL-19, N50 7 1-1/2" HMA Surface Course, Mix D, N50

3 4" - Aggregate Base Course, Type B, CA-6 8 2-1/2" HMA Binder Course, IL-19, N50

4 Subgrade 9 6" - Aggregate Base Course, Type B, CA-6

5 B6.12 Curb & Gutter 10 6" Topsoil & Seed (All disturbed areas.)

11 Existing Roadway NOTE: City Comments Revision 1. Developer shall provide street signs and street lighting in accordance with City of Antioch requirements. 2. All curb returns at the intersection shall have 25' radius. 3. Landscaping shown is illustrative only. Plans by Gary R. Weber Associates, Inc. Date 7/12/2017 1 No. land surveyors www.haegerengineering.com PORTLAND CEMENT CONCRETE SIDEWALK DEPRESSED CURB B6.12 CONCRETE CURB & GUTTER WATER SERVICE DETAIL Illinois Professional Design Firm License No. 184-003152 HAEGER ENGINEERING 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608 consulting engineers AND DETAILS TYPICAL SECTIONS LEXINGTON TRACE CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS PRELIMINARY PUD SUBMITTAL

Project Manager: T A J Engineer: L A K Date: 2017.05.31 Project No. 16-118 Sheet C4.0 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 9:35am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Final Engineering\16118-Plan Set.dwg 500'

500'

Vision Clearance Triangle NORTH 30 0 60

Scale: 1" = 60' 8'

Monument Sign

280' City Comments Revision 280'

8' Date

Vision ClearanceTriangle 07/12/2017 1 No. land surveyors www.haegerengineering.com

8' Illinois Professional Design Firm License No. 184-003152 HAEGER ENGINEERING 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608

consulting engineers Vision Clearance Triangle Clearance Vision 280' (Typ.)

Legend

Area in Vision Clearance Triangle LEXINGTON TRACE CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS VISION CLEARANCE EXHIBIT PRELIMINARY PUD SUBMITTAL 8' 8' NOTE Monument Sign Vision clearance triangles shown are constructed per Table 10-1 from the City of Warrenville Zoning Ordinance. Project Manager: T A J Onsite design speeds of 25 mph are anticipated for Vision Clearance Triangle Vision ClearanceTriangle proposed roads. The posted speed limit on Butterfield Engineer: L A K Road is 45 mph. Date: 2017.05.31 280' (Typ.) 280' (Typ.) 280' (Typ.) Project No. 16-118 Sheet C5.0 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 7:36am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Exhibits\16118-Sight Triangle.dwg NORTH 40 0 80

BUTTERFIELD ROAD Scale: 1" = 80'

AVENUE BARKLEY

56 BUTTERFIELD ROAD

Temporary Signs Temporary Sales Sign (Size and Location T.B.D.) Temporary Sales Sign (Size and Location T.B.D.)

662' ±5'

726 725

726 725

723

722 723 ±5'

721

724 720 20'

719

722 Sales Trailer Location 724

(See Detail at Right) 724 Existing Wetland

5 721

723 7' 20'

44' E 724 720

723 Sales Trailer 723 U 510'

Wood Ramp 717 9' N

716 718 719 464' 722 E 718 22' 12' 719 719 716 714 718 V 719 717 716 715 722 715 714 A Created Wetland 719 714

716 722

720 Temporary Gravel Pavement

717 Y City Comments Revision 715

721 718 E

719 724 L

722 716 723

719 722 Detention Pond 'A'

K Date 722 723 07/12/2017 723 R 717 723 719 A 1

724 No. 723 B 718

716

Det. 722 Pond 'B' 714 719

717 715 721 716 717 718 723 719 722 721 720

718 721 Model Homes 722 723 724 SALES TRAILER DETAIL

725 165' 723 721

719 723 Scale: 1" = 20'

720 10 land surveyors 723

722 723 722 722 479'

721

722

718 722 720 719 720

721 721

720 720 720 19 723 Model Parking 719 719 723 (9' x 18' Stalls) 718 718 717 721 721 720 720 719 www.haegerengineering.com 717 718 725 724 718 722 723 719 722 10' Public Utility Easement 720 723 Temporary Sign

723 722 Size and location TBD 722 722 721 STREET 'B' Illinois Professional Design Firm License No. 184-003152 723 720

722 HAEGER ENGINEERING 723 723 10' Public Utility Easement 723

724 724 721 725 725

332' 660' 726 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608 consulting engineers 720 721

722 722 720 726

723 BARKLEY AVENUE BARKLEY

723

721

723

721 722 724

724 725

721

726

723 725 723 725

723 722 721 725

724

723 722

721 722 723

724

726 723 724

721 724 725 10' Public Utility Easement

721

725 STREET 'A' STREET 716 726 723 722 722 721 724 727 721 724 722 723 725 717

724 724

723 718 440' 724 719 720

723 721 722 721 723 722 723 722

723 724 723 10' Public Utility Easement 165'

725

726 Temporary Sign 727 Size and location TBD

727 726 724 725 721 728 722

660' LEXINGTON TRACE ESTES STREET NOTE CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS

No signage shall be erected within the public right-of-way. PRELIMINARY PUD SUBMITTAL TEMPORARY SALES TRAILER PLAN A license agreement will be required with the City of Warrenville in order to place temporary structures. Project Manager: T A J Engineer: L A K Date: 2017.05.31 Project No. 16-118 Sheet C6.0 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 8:52am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Exhibits\16118-Sales Trailer Exhibit.dwg NORTH 40 0 80

Scale: 1" = 80'

BUTTERFIELD ROAD ILLINOIS ROUTE 56

E

U

N

E

V

A

Y E L K R A B

6

14 City Comments Revision

ILLINOIS ROUTE 59 Date 07/12/2017

11 1 No.

18

10 ALBRIGHT STREET

19 12

2 land surveyors 9 17

21

STREET 'B' www.haegerengineering.com

20 13

16 3 Illinois Professional Design Firm License No. 184-003152 4

5 HAEGER ENGINEERING 9 6 7

STREET 'A' 8 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608

1 consulting engineers

BARKLEY AVENUE 2 14 21 15

1 2 1

4

11

ESTES STREET NOTE: 1. Parking shown is based on a stall geometry of 22' x 7'.

See the PUD Site Plan for full site data. See Engineering Plans LEXINGTON TRACE for complete geometry and dimensions. 2. Street parking shown is for illustrative purposes only. Street CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS parking will not be demarcated. ON-STREET PARKING EXHIBIT 3. NO PARKING signs will be provided to restrict parking where PRELIMINARY PUD SUBMITTAL not desired.

Project Manager: T A J Engineer: L A K Date: 2017.07.12 Project No. 16-118 Sheet C7.0 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 6:47am Plotted By: tom-j File Name: P:\2016\16118\drawings\final engineering\16118-Geometry.dwg NORTH 40 0 80

Scale: 1" = 80'

30 60

OUTSIDE SWEPT PATH PATH OF FRONT WHEEL 90

INSIDE SWEPT PATH City Comments Revision

46.1 ft Date 07/12/2017

42.9 ft 1 No. 29.0 ft 7.3 ft 39.0 ft

STEERING LOCK ANGLE = 32.0 deg. 20.7 ft ACHIEVED STEERING ANGLE: 30 deg. SWEEP ANGLE: 19.2 deg. 60 deg. SWEEP ANGLE: 26.7 deg. 90 deg. SWEEP ANGLE: 29.8 deg. 180 deg. SWEEP ANGLE: 31.9 deg.

18.8 ft land surveyors

8.5 ft 180 www.haegerengineering.com Illinois Professional Design Firm License No. 184-003152 HAEGER ENGINEERING 100 East State Parkway, Schaumburg, IL 60173 Tel: 847.394.6600 Fax: 847.394.6608 consulting engineers

46.67

7.25 20.67 FIRE TRUCK

Width : 8.50' TURNING EXHIBIT

Track : 8.25' LEXINGTON TRACE Lock to Lock Time : 3.0' CITY OF WARRENVILLE, DuPAGE COUNTY, ILLINOIS Steering Angle : 32.0' PRELIMINARY PUD SUBMITTAL

Project Manager: T A J Engineer: L A K Date: 2017.05.31 Project No. 16-118 Sheet C8.0 C8 2017 Haeger Engineering, LLC C Plot Date: Jul 12, 2017 - 9:41am Plotted By: tom-j File Name: P:\2016\16118\Drawings\Exhibits\16118-Fire Truck Turning.dwg