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Project Development Report-Volume2
March 2021 Addendum Originally Approved December 17, 2014 Project Development Report Village of Plainfield 143RD STREET EXTENSION (FAU 0380) IL ROUTE 59 TO IL ROUTE 126 SECTION 06-00040-00-FP PROJECT M-9003(273) Prepared by: CMT, Inc. 550 N Commons Drive Suite 116 Aurora, IL 60504 Prepared for: Village of Plainfield 14400 Coil Plus Drive Plainfield, IL 60544 Volume 2 of 8 Appendices 9 thru 17 Section 06‐00040‐00‐FP Village of Plainfield – 143rd Street Extension Project M‐9003(273) Project Development Report Volumes Volume 1 Narrative Appendix 1 – Location Map and Functional Classification Map Appendix 2 – Existing Typical Sections and Plan and Profile Appendix 3 – Structure Master Report and BCR Approval Letter Appendix 4 – Proposed Purpose and Need, Typical Sections, and Plan and Profile Appendix 5 – Preliminary Bridge Design and Hydraulic Report Approval Cover Letter Appendix 6 – Intersection Design Studies Appendix 7 – Bass & Gill Club Alternative Memorandum Appendix 8 – Type, Size, and Location (TS&L) Plans Volume 2 Appendix 9 – BDE 3100 Design Exception Request Forms Appendix 10 – Project Cost Estimate Appendix 11 – Complete Streets Memorandum Appendix 12 – Crash Analysis Appendix 13 – Land Acquisition Summary Appendix 14 – Urbanized Area Map Appendix 15 – FEMA Maps Appendix 16 – 404 Permit Correspondence Appendix 17 – PESA Volume 3 Appendix 18 – Environmental Survey Volume 4 Appendix 19 – Section 4(f) Appendix 20 – COSIM Pre‐Screen Analysis Appendix 21 – Noise Analysis Volume 5 Appendix 22 – Public Information Meeting Volume 6 Appendix 23 – Other Public Involvement Volume 7 Appendix 24 – LA‐IDOT‐FHWA Coordination Meetings and Bimonthly Coordination Meeting Minutes Volume 8 Appendix 25 – IDOT Approval Memorandums Appendix 26 – Other Coordination APPENDIX 9 BDE 3100 Design Exception Forms Standard Proposed Design Location of Exception Justification 1 Urban/Suburban minimum raised median width 18 ft per BDE 34 3.03(c) 8 ft Between Naperville Road and IL 126 Following policy will result in additional impacts to Fletcher Lake, a private hunting and fishing club. Policy would result in additional environmental impacts, floodplain fill, compensatory storage, and land acquisition (adjacent property owners would gain riparian rights to the private lake facility). The resulting reduction in land acquisition will reduce both impacts to the private hunting and fishing club and residential property, but also maintain the private clubs lake access rights from adjacent reisdences. IDOT Geometrics noted no exception to this design exception in an email of May 24, 2019. 2 Minimum length of vertical curve is 120 ft per BDE 33 4.01(a)56.5 ft East project limits Substandard vertical curve is an existing condition on a local route located at the transition from mill/overlay to existing pavement. 3 195 ft red time queue storage per BDE 36 3.02(b)3 140 ft IL 59 & 143rd St Intersection NB Right Implementing policy will require reconstruction and/or widening of adjacent structure 099 4638, IL 59 over the West Norman Drain, the existing steel girder bridge is not wide enough to accommodate right turn lane storage and taper. 4 200 ft turn lane taper per BDE Figure 36 3.I 94 ft IL 59 & 143rd St Intersection NB Right Implementing policy will require reconstruction and/or widening of adjacent structure 099 4638, IL 59 over the West Norman Drain, the existing steel girder bridge is not wide enough to accommodate right turn lane storage and taper. 5 518 ft red time queue storage per BDE 36 3.02(b)3 358 ft IL 59 & 143rd St Intersection NB Left Turn Lane The policy value cannot be achieved due to the proximity of a church and manufacturing facility access point south of the intersection. The storage length is being maximized 6 Intersection LOS C per BDE Figure 46 2.E LOS D IL 59 & 143rd St Intersection AM/PM To improve LOS to policy levels, travel lane additions on IL 59 must be undertaken from Plainfield to 95th St. Dual lefts and dual rights would also be necessary in addition to adding the thru lanes which presents significant right of way challenges. Cycle length controlled by IL 59 corridor interconnect. 7 Movement LOS C per BDE Figure 46 2.E LOS D IL 59 & 143rd St Intersection NB Thru AM In order to improve LOS of the NB thru lane, additional lanes are needed and require widening of the adjacent bridge over the West Norman Drain which is outside of the scope of work. Cycle length is controlled by the IL 59 corridor interconnect. 8 Movement LOS C per BDE Figure 46 2.E LOS D IL 59 & 143rd St Intersection SB Thru PM In order to improve the LOS of the SB through lane, additional through lane are needed which requires widening of the adjacent bridge over the West Norman Drain which is outside the scope of work. Cycle length is controlled by the IL 59 corridor interconnect. 9 Movement LOS C per BDE Figure 48 6.A LOS E IL 59 & 143rd St Intersection EB Thru AM/PM In order to improve LOS of the EB thru lane, additional lanes are need which presents significant right of way challenges outside of the scope of work. Cycle length controlled by IL 59 corridor interconnect. 10 Movement LOS C per BDE Figure 48 6.A LOS F IL 59 & 143rd St Intersection EB Left PM In order to improve the LOS for the EB left turn lane, more green time needs to be provided to the left turn movement, which will increase vehicle delay and impact the LOS of the through movement of the major route. Cycle length controlled by IL 59 corridor interconnect. 143rd Street Extension Phase I PDR Addendum Section 06 00040 00 FP Design Excpetion Summary Page 1 of 3 Standard Proposed Design Location of Exception Justification 143rd Street Extension Phase I PDR Addendum Section 06 00040 00 FP Design Excpetion Summary 11 Movement LOS C per BDE Figure 48 6.A LOS E IL 59 & 143rd St Intersection WB Right PM In order to improve the LOS for the WB right, more green time is needed, which increases the delay of the through movements on the major route. Cycle length controlled by IL 59 corridor interconnect. 12 Movement LOS C per BDE Figure 48 6.A LOS F IL 59 & 143rd St Intersection WB Thru PM In order to improve the LOS for the WB through lane, more green time is needed, which increases the delay of the through movements on the major route. Cycle length controlled by IL 59 corridor interconnect. 13 Movement LOS C per BDE Figure 46 2.E LOS E IL 59 & 143rd St Intersection NB Left AM/PM In order to improve the LOS of the NB left turn lane, dual left turn lanes are needed which requires widening of the adjacent bridge over the West Norman Drain and is outside the scope of work. Cycle length is controlled by the IL 59 corridor interconnect. 14 Movement LOS C per BDE Figure 46 2.E LOS E IL 59 & 143rd St Intersection SB Left AM/PM In order to improve the LOS for the SB, dual left turn lanes would be needed which presents significant right of way challenges. Increasing the green time of a minor movement will lead to increased delay along the major route. Cycle length is controlled by the IL 59 corridor interconnect. 15 Maximum intersection skew of 30 degrees per BDE 36 1.05(a)32 degrees Naperville Road & 143rd St Intersection Implementing policy would require additional land acquisition from one or more of the following; transmission corridor, an additional residential displacement at the northwest corner of the intersection, relocation of a cemetery. In addition, implementing policy would creating a curved bridge over the DuPage River. The alignment minimizes intersection skew and surrounding property impacts and displacements. 16 Maximum intersection skew of 30 degrees per BDE 36 1.05(a)35 degrees IL 126 & 143rd St Intersection Implementing policy would require additional land acquisition , including ComEd property to create an intersection closer to perpendicular. If the alignment is adjusted to meet policy, the improvements would infringe on electrical power transmission expansion plan (the same reason an addendum to the PDR is required). Proposed design exception skew of 35 degrees with traffic signals is a safety improvement from the existing intersection with a skew of 54 degrees and stop control only on the minor roadway. 17 Intersection LOS C per BDE Figure 48 6.A LOS D IL 126 & 143rd St Intersection AM/PM The primary traffic movement of the intersection is from 143rd Street EBL and IL 126 SBR to connection to I 55 to the north. To improve LOS to policy, a realignment to make the primary movement a thru movement or grade separation to provide a free flowing eastbound left movement. The intersection is located between four bodies of water owned by private clubs, three of the body's of water would be under USACE jurisdiction. Improvement to met policy require significant right of way challenges and environmental impacts. Cycle length controlled by IL 59 corridor interconnect. Page 2 of 3 Standard Proposed Design Location of Exception Justification 143rd Street Extension Phase I PDR Addendum Section 06 00040 00 FP Design Excpetion Summary 18 Movement LOS C per BDE Figure 48 6.A LOS D IL 126 & 143rd St Intersection EB Left AM/PM The primary traffic movement of the intersection is from 143rd Street EBL and IL 126 SBR to connection to I 55 to the north. To improve LOS to policy, a realignment to make the primary movement a thru movement or grade separation to provide a free flowing eastbound left movement. The intersection is located between four bodies of water owned by private clubs, three of the body's of water would be under USACE jurisdiction. Improvement to met policy require significant right of way challenges and environmental impacts. Cycle length controlled by IL 59 corridor interconnect. 19 Movement LOS C per BDE Figure 48 6.A LOS E IL 126 & 143rd St Intersection WB Left AM/PM In order to improve the LOS for the WB left turn lane, more green time needs to be provided to the left turn movement, which will increase vehicle delay and impact the LOS of the through movement of the major route. Cycle length controlled by IL 59 corridor interconnect. 20 Movement LOS C per BDE Figure 48 6.A LOS E IL 126 & 143rd St Intersection WB Thru AM In order to improve the LOS of the WB through lane, more green time needs to be allocated to the local route, which would increase the delay and impact the LOS of the major and state route. Additional lanes are needed which presents significant ROW and environmental impacts due to the bodies of water present north and south of the intersection. Cycle length controlled by IL 59 corridor interconnect. 21 Movement LOS C per BDE Figure 48 6.A LOS D IL 126 & 143rd St Intersection WB Thru PM In order to improve the LOS of the WB through lane, more green time needs to be allocated to the local route, which would increase the delay and impact the LOS of the major and state route. Additional lanes are needed which presents significant ROW and environmental impacts due to the bodies of water present north and south of the intersection. Cycle length controlled by IL 59 corridor interconnect. 22 Movement LOS C per BDE Figure 48 6.A LOS D IL 126 & 143rd St Intersection SB Thru AM/PM In order to improve the LOS of the SB through lane, more green time needs to be provided to the through movement, which will increase delay and impact the LOS of the through movement of the major route. Cycle length is controlled by the IL 59 corridor interconnect. 23 Movement LOS C per BDE Figure 48 6.A LOS D IL 126 & 143rd St Intersection NB Left PM In order to improve the LOS for the NB Left turn lane, more green time needs to be provided to the left turn movement., which will increase the delay and impact the LOS of the thru movements of the major route. Cycle length controlled by IL 59 corridor interconnect. 24 Movement LOS C per BDE Figure 48 6.A LOS D IL 126 & 143rd St Intersection NB Thru AM/PM In order to improve the LOS for the NB Thru lane, more green time needs to be provided to the thru movement, which will increase the delay and impact the LOS of the thru movements of the major route. Cycle length controlled by IL 59 corridor interconnect. 25 Movement LOS C per BDE Figure 48 6.A LOS D IL 126 & 143rd St Intersection NBR AM/PM In order to improve the LOS for the NB Right, more green time needs to be provided to the thru/right movement, which will increase the delay and impact the LOS of the thru movements of the major route. Cycle length controlled by IL 59 corridor interconnect. Page 3 of 3 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 14,100 AM 1259 PM 1236 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Median Width Design Element Policy Value Urban / Suburban minimum raised curb median width 18-feet per BDE Section 34-3.03(c) Proposed Design Element Value 8-feet Location(s) of Exception Between the intersection of Naperville Road and IL Route 126 with ComEd transmission coorridor to the south and Fletcher Lake to the north Crash History and Potential of Exception Location(s) new roadway, no crash data available for this corridor Cost of Using Policy Value Cost of Using Proposed Exception Value 11,120,000 $9,490,000.00 Impacts Other Than Cost of Using Policy Value Following policy will increase impacts to Fletcher Lake, floodplain fill, and additional compensatory storage resulting impacts to adjacent residential properties. Additional compensatory storage would result in adjacent homes gaining riparian rights to utilize the existing private club lake. The private club has express that residents gaining riparian rights is not acceptable to the club. Proposed Mitigation to Address Exception The proposed roadway at this location will have painted edge lines with raised pavement reflective markers. Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements Following policy will result in increased need for compensatory storage, impacts to existing Fletcher Lake, and land acquisition (property owners gaining new riparian rights to a private lake facility) Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations none Summary of Justification for Exception Following policy will result in additional impacts to Fletcher Lake, a private hunting and fishing club. Policy would result in additional environmental impacts, floodplain fill, compensatory storage, and land acquisition (adjacent property owners would gain riparian rights to the private lake facility). The resulting reduction in land acquisition will reduce both impacts to the private hunting and fishing club and residential property, but also maintain the private clubs lake access rights from adjacent reisdences. IDOT Geometrics noted no exception to this design exception in an email of May 24, 2019. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)7/22/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) " [ 1 [ 1 1 . 1 1 h 4 5 6 ' M E D I A N T A P E R 0 " / r / �� > ^ ��" \ - ( / / / \ 1 / / S T M A R Y S , ` - L / / / C E M E T E R Y i f / / / 1 1 I / f r / . / : / / M E D I A N W I T H D E S I G N E X C E P T I O N / 7 �� 1 Z , / / ! 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A I D P R O J E C T x a w 0 8 88 w w z 2 U I — a A n pR FRAMED GARAGE 0 \_ PR LAKE EDGE h ' PR TY 2 TERM)(AL STA 544+80.16 \-3E GIN RETAINING WALL STA. 544+74.38 FLETCHER LAKE COMPENSATION STORAGE AND LAKE EXPANSION • Ex LAKE EDGE PR 56-6.24 RAISED MEDIAN PR ROW PR B-6.24 CURB & GUTTER PR GUATADRAIL fRQ REET PR MULTI -LSE PATH 143RD STREET BA55 5 GILL CLUB FLETCHER LAKE irrr7Trrrrrr rrrrTrTTrrrrrr Ti- Ti- Ti- i- - PR TEMP EASE PR ROW PR TOE OF SLOPE PR MSE RETAINING WALL APR SIGHT SCREEN FENCE TAPER 11:451 549 ., PR ROW ............. PR B-6.24 CURB & GLITTER N .A- ••--A A A -- ------------ --p A 1111 _e1LL.L _L1 1111 _L1 . _L1 11 _L1 1.L 1.L 1.L _L1 1.L _L1 1.L _LZ0 �jICO9EO 4LN 3 CjjQ r N 11 _r1 -F!] FO FO FO FO F FO FO 'O F0 '0 11 _L1 11 11 _L1 11 _L1 11 _L1 11 1< 11 _L1 11 _L1 11 _L1 11 11 _L1 11 _L1 11 11 _L1 11 _L1 1L 11 _L1 11 _L1 11 11 _L1 11 _L1 11 11 11 _L1 11 _L1 11 _L1 11 1.� -r.LL r_2LOlr C FR_2i 'li 11_L1 1_r 1_r 11 _r iiR_L1 TEMP EASE LL _C 20•YEAR COMED LEASE AGREEMENT PR TEMP EASE F0 FC FO FO FO COMER TRAN5M15510N CORRIDOR -O FO FO FO FO FO FO TO -FO FO FO 10 FO 0 20 40 60 SCALE IN FEET FD FO FO FO Q d 0 LC) MATCHLINE ST 625 620 615 610 K= 40 1'96.50•.. U.C. PR.P 5x P GL Y ¥ ▪ 1097 605 -0.75 ni 0 0 \ W V z 6 y w r.Y F. i I T • W • \. A. N t 55D x - -as`a 459 N 0 w 2 625 620 615 610 605 600 600 'F N 55 m - m *' 55 0 0 'F 0. 0 N- 55 m 1p ri m 55 0 41 0 0 55 VI C N 10 0 O A m CO IC1 12 0 ID N 1D 0 0+ 0 NA 0 1D P 0 IX AC N u•1 544+00 544+50 545+00 545+50 546+00 546+50 547+0[I 547+50 548+00 548+50 549+00 549+50 550+00 GMT Llano No 164 000613 er,.1/•[11f.•a FILE NAME a uaEianNrdpC91._DUd1_9Apn DESIGNED - MJW REVISED - MODEL NAME • 0elnun DRAWN - MJW REVISED - PLOT SCALE = 40.0000'14 - CHECKED - CNC REVISED - PLOT DATE = 721!2170 (01039 PM) GATE - 04/30/2020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION ROADWAY PLAN AND PROFILE 143RD STREET MEDIAN WIDTH F.A.U. RTE. 0380 SECTION COUNTY TOTAL SHEETS SHEET NO. 06 -00040 -00 -FP HILL 1 /3 SCALE: 5=20' SHEET OF SHEETS' STA. 544+00 TO STA. 550+00 CONTRACT NO. IILLINOISIFED. AID PRWECT RASS & GILL CIU FF FLETCNER LAKE F FT TT 7T 7T 7T 7T 7T 7T ]T 7T 7T 7T 7T IT 7T Tr TT TT TT TT TT TT TT TT 7T ]T 7T 7T 7T 7T ]T 7T 7T 7T 7T ]T TT TT TT TT TT TT TT TT TT 7T TT 77 IT FT FT IT TT TT FT TT TT TT T•_'.'P FA- PR TEMP EASE PR ROW PR TOE OF SLOPE PR ROW PR B-6.24 CURB & GUTTER PR MSE RETAINING WALL 7T ]T 7T 7T ]T 7T ]T 7T 7T 7T 7T 7T 7T TT rr TT TT TT TT TT TT TT TT TT TT TT TT TT TT TT rr; - TT TT TT TT TT TT TT TT PR TEMP EASE PR ROW PR SIGHT SCREEN FENCE 0 r C\ '" --PR GUARDRAI • 1 ,R C} 143RD STREIT - 1 550+00 z...._...= ,fi ,_.55.1....—.--,---_,_______ _ _ __ PR 8.5.24 FivAISED J SSZ MEDIAN F 553 1.555.+.00 -. �� _- _ _ _�� - I P R-6.24 RAISED MEDIAN 143RD STREET �• f • PR ROW ,. PR ROW _ _ A A- A a ; 0. A A A A A a A -A A A A A ---- -�-- ----------- -- PR B-6-24 CURB & GUTTER ------------------- ry -----------------`-----. m A A R A 3 t 0. ----_--------------•-------------- 2 PR MULTI -USE PATH Rd 1 .Ll 11 11 .14 11 .Ll 11 11 21E 11 J1 11 11 _11J1 111_61_44 .L1 _L1 11 .L1 11 11 14 _L1 11 .L1 J1 11 _L1 11 .L1 J1 11 _L1 11 _L1 11 .L1 11 11 11 .L1 11 .L1 11 .L1 J1 11 _L1 11 .L1 J1 11 _L1 11 .L1 11 11 _L1 11 .L1 11 11 _L1 11 •_L1 11 11 _44J1 11 PR TEMP S OF CONSTRUCTION FO 20 -YEAR COMED LEASE AGREEMENT FO FO FO FO FO FO FT FT FO 0 FO FO FO FO COMET TRANSMISSION COFRIDOR PR TEMP EASE J1 1L J1 .LL J1 .LL 1L .LL 1![Jl J1DO S R 11 _C N11 11 11 1L 11 11 11 11 11 11 20-YEAR �ITTCSOME❑ LEASE AGREEMENT ' FO — FO FO — FO FO FO FO TO FO FO FO F❑ FO 0 20 40 60 SCALE IN FEET FO FO FT FO CD C7 CD O it) Lli V) LLI z J U F— a 625 ISO 625 620 150:0 co co 620 615 l* W O 0 :c] t 610 0:50% . ' v v - N. + q.50% J PG1 615 610 605 • 7 • 605 600 ti 600 C *1 N N w N V1 i1 a Vr N o rn r N - m V 0' N 0 N5 n r Ni Lei IT N vi Vr r r in v 0r N C IP IC LD 550+00 550+50 551+00 551+50 552+00 552+50 553+00 553+50 554+00 554+50 555+00 555+50 556+00 CMT LU.n.. No 16..000613 er,.1/.elrt.•a FILE NAPE a Modi6AYFN0_IF20n30R_SAM DESIGNED — MJW REVISED — NOOEL HARE • Deleon DRAWN - MJW REVISED - PLOT SCALE = C0.0000' lln- CHECKED - CMC REVISED - PLOT DATE ' 7210 012:1T:33PM) GATE - 04/30/2020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION ROADWAY PLAN AND PROFILE 143RD STREET MEDIAN WIDTH F.A.U. RTE. 03E0 SECTION COUNTY TOTAL SHEETS SHEET NO. 06 -00040 -00 -FP HILL 24 2/3 SCALE: r=20' I SHEET OF SHEETS' STA. 550+00 TO STA. 556+00 CONTRACT NO. IILLINDISIFED. AID PROJECT BASS & GiLL CLUB FLETCHER LAKE 556+00.0 MATCHLINE STA. 7r 7T 77 77 77 77 77 77 77 77 77 77 77 77 7T T7 7r TT 7r 7T 7r IT 7r 77 r7 17 77 77 77 77 77 77 77 77 77 77 77 7T 7T 7T 7r 7T Tr 7T Tr 7r Tr 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 77 7r T7 7r IT 7r T7 7r IT 7r 77 T7 TT r, PR TEAR EASE PR TEMP EASE PR ROW /..—.PR TOE OF SLOPE r A PR GUARDRAIL PR ROW PR LAKE EDGE 143RD STREET m PR MSE RETAINING WALL PR SIGHT SCREEN FENCE PR 8-614 CURBL{LLF1:61;10 -- ................ O PR TEMP EASE 211111 J111..111 -1.1111.111111-12111 J1111114 J1 J1 J111111111J111111111.1111111111-Li 11 J111 LIMITS OF CONSTRUCTION 20-YEARTh5OMEO LEASE AGREEMENT + FO FO FO CO FO FD -FO FO FO PR B-6.24 RAISED PR B-6.24 CURB & GUTTER MEDIAN —I --M PR 6-6.24 RAISED MEDIAN A A A PR ROW 450TAPER [1'45 A PR MULTI -USE PATH PR TEMP EASE 11 .LC 11 .LL 11 .LL -1-1 11 11 11 .LL -1-111 11 11 .LL 11 J.L 11 11 21 11 11 11 11 .L1 11 11 12 11 1111 11 1111 11 11 11 11 11 11 1 LIMITS OF CONSTRUCTION 20 -YEAR COMED LEASE AGREEMENT COMEO TRANSMISSION CORRIDOR FO F0 FO FO FO FO FO FO f7 ID F0 FO FO FO FO -0 FI O O O Ta MATCHLINE STA. 0 20 40 60 SCALE ]N FEET 625 625 620 ko 2 0 F - w W -J 4' •0.4 620 615 0.50 1% .00 N . YLiL 615 610 610 605 K••=-15.0 -Ex PGL� 605 600 600 N 0 r N m 0 0 rn 0 0'1 o O 0 Ica 0 r- 43. 0 J0 ✓1 uti 0 m 0. N rr C Yi 556+00 556+50 557+00 557+59 558+00 558+50 559+0[I 559+50 560+00 560+50 561+00 CMT LIpnN No 144000613 Or,HF.[11f..a FILE NAPE a u6Ei6AY1rd0L93n1nd1_10dpn DESIGNED - LIJW REVISED' - NODEL HAFT • DA3411 DRAWN - MJW REVISED - PLOT SCALE = 40.0000' 4.. CHECKED - CMC GATE - 04/30/2020 REVISED - PLOT DATE • T32112020MAROPM) REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION ROADWAY PLAN AND PROFILE 143RD STREET MEDIAN F.A.U. RTE. 0360 SECTION COUNTY TOTAL SHEETS SHEET NO. 06 -00040 -00 -FP WILL SCALE: 5=20' SHEET OF SHEETSI STA. 556+00 TO STA.561+00 CONTRACT NO. IILLIN015IFED. AID PROJECT Mike Wittkop From: Tice 'Charles' Cole Sent: Friday, May 24, 2019 1:04 PM To: Mike Wittkop; Denise Herrera; Chris Dagiantis Cc: Jeremy Metz; Kevin Nelson; Heather Lacey; Alexandra Zelles Subject: Re: Message from Tice 'Charles' (+16309077059) For discussion on Tuesday. We should be able to move forward now. From: Salley, Jason R <jason.salley@illinois.gov> Sent: Friday, May 24, 2019 12:41 PM To: Tice 'Charles' Cole Cc: Stallworth, Kevin D; DavisD1, Michelle L.; Lloyd, Jonathan M.; Wilson, Sarah M Subject: RE: Message from Tice 'Charles' (+16309077059) Tice, Thank you for this information. Here is my response to your inquiry: • Regarding the proposed median width between Plainfield -Naperville Rd (P -N Rd) & IL 126 I would have no objections to this stretch where no intersections are likely to occur to be 8 -ft wide. • Regarding the median width elsewhere, the Department's standard per BDE Manual Figure 48-6.A is 18 -ft. I would however accept a 16 -ft wide median as a Design Exception that is designed in accordance with BDE Manual Figures 36-3.P and 36-3.5. Should you continue with an 18 -ft wide median, please follow BDE Manual Figures 36-3.Q and 36-3.S. • Regarding the structure over the DuPage River, since this a new roadway on new alignment it is a guess, although an educated one, on what the traffic volumes will be. Your proposal to not carry a median along the bridge wide enough to store vehicles concerns me considering its close proximity to the P -N Rd intersection. Your capacity analyses suggest that we would operate the eastbound left -turn movement with protected plus permitted phasing. That may be true opening day, however down the road we may have to operate it under protected only phasing. That's been happening a lot in the District due to people misjudging gaps in traffic or for other reasons. When this conversion is done we typically have to lengthen the storage of the left -turn lane. So that along with the unknown of actual opening day and beyond traffic volumes I am going to require that the bridge over the DuPage River maintains the 16 -ft or 18 -ft wide median that'll be used at the IL 59 and the P -N Rd intersections. If this is not done the Department will not have the ability to lengthen the 1 eastbound left -turn lane in the future. Simply put, we do not want the proposed design of this project to limit/preclude the Department from making improvements if and when we need to in the future. We'd rather have the area that includes the DuPage River be impacted once and not again at a later date because we need to widen the structure in order to lengthen the EB LTL due to a safety or operational problem. Thank you. Sincerely, Jason Salley, P.E. Geometric Studies Unit Head IDOT— District One W: 847-705-4085 M: 224-567-2856 F: 847-705-4159 jason.salley@illinois.gov From: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Friday, May 24, 2019 11:56 AM To: Salley, Jason R <Jason.Salley@illinois.gov> Cc: Stallworth, Kevin D<Kevin.Stallworth@illinois.gov>; DavisDl, Michelle L. <Michelle.L.DavisDl@Illinois.gov> Subject: [External] Re: Message from Tice 'Charles' (+16309077059) Also, please note that for every square foot we fill in fletcher lake, we have to carve out another 1.5 square feet of comp storage to comply with floodplain requirements within the stormwater ordinance. Therefore every square foot of impact is more like 2.5 square feet of impact by the time we mitigate. There is limited area available to carve new lake and remain on club property. Therefore some of the mitigation would require residential displacements along the east side of Naperville road. Just wanted you to be aware of the impacts. From: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Friday, May 24, 2019 11:49 AM To: Salley, Jason R 2 Cc: Kevin Stallworth; Michelle.L.DavisD1@illinois.gov Subject: Fwd: Message from Tice 'Charles' (+16309077059) From: Alexandra Zelles <azelles@cmtengr.com> Sent: Friday, May 24, 2019 11:43 AM To: Tice 'Charles' Cole; Heather Lacey Cc: Mike Wittkop Subject: RE: Message from Tice 'Charles' (+16309077059) Hi Tice, Because Bass and Gill Club requires membership and it has not received LWCF funds, then it is not a 4(f) or 6(f) property. As a side note — it is still considered a recreational property for noise assessment purposes. ALEXANDRA ZELLES I Crawford, Murphy & Tilly I w 630.907.7072 I m 630.632.5859 Environmental Scientist From: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Friday, May 24, 2019 11:35 AM To: Heather Lacey <hlacey@cmtengr.com> Cc: Alexandra Zelles <azelles@cmtengr.com>; Mike Wittkop <mwittkop@cmtengr.com> Subject: Fwd: Message from Tice 'Charles' (+16309077059) Heather, I'm going to respond with no, unless you say different. Tice From: Salley, Jason R <jason.salley@illinois.gov> Sent: Friday, May 24, 2019 11:22 AM To: Tice 'Charles' Cole 3 Cc: Stallworth, Kevin D; DavisD1, Michelle L. Subject: RE: Message from Tice 'Charles' (+16309077059) Thank you. Is Bass & Gill a 4(f) or 6(f) property? From: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Friday, May 24, 2019 9:01 AM To: Salley, Jason R <Jason.Sallev@illinois.gov> Cc: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov>; DavisD1, Michelle L. <Michelle.L.DavisDl@Illinois.gov> Subject: [External] Fwd: Message from Tice 'Charles' (+16309077059) From: Jeff Sedig <jsedig@cmtengr.com> Sent: Friday, May 24, 2019 8:58 AM To: Tice 'Charles' Cole Subject: FW: Message from Tice 'Charles' (+16309077059) JEFF SEDIG I Crawford, Murphy & Tilly I w 630.907.7060 Senior Engineer From: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Friday, May 24, 2019 8:20 AM To: Jeff Sedig <isedig@cmtengr.com> Cc: Mike Wittkop <mwittkop@cmtengr.com>; Jeremy Metz <imetz@cmtengr.com> Subject: Fwd: Message from Tice 'Charles' (+16309077059) 4 From: Salley, Jason R <jason.salley@illinois.gov> Sent: Friday, May 24, 2019 7:44 AM To: Tice 'Charles' Cole Cc: Stallworth, Kevin D; DavisDl, Michelle L. Subject: Re: Message from Tice 'Charles' (+16309077059) Tice, Please forward to me a copy of the capacity analyses and queue tables for the IL 59 and P -N Rd intersections. Thank you, Jason Salley From: Tice 'Charles' Cole <ccole@cmtengr.com> Sent: Tuesday, May 21, 2019 12:40:38 PM To: Salley, Jason R Cc: Stallworth, Kevin D; DavisDl, Michelle L. Subject: [External] RE: Message from Tice 'Charles' (+16309077059) Hi Jason, Just following up on the status of your review/input as it relates to the DuPage River Bridge TS&L and the impacts to the Bass & Gill Club. Thanks, Tice From: Salley, Jason R <Jason.Salley@illinois.gov> Sent: Thursday, May 9, 2019 9:28 AM To: Tice 'Charles' Cole <ccole@cmtengr.com> Cc: Stallworth, Kevin D <Kevin.Stallworth@illinois.gov>; DavisD1, Michelle L. <Michelle.L.DavisD1PIllinois.gov> Subject: FW: Message from Tice 'Charles' (+16309077059) Tice, Good morning. 5 I have not yet had a chance to review the plans that were provided to me 1 week ago. I should be able to provide a response to this submittal by the end of next week. Thank you. Sincerely, Jason Salley, P.E. Geometric Studies Unit Head IDOT— District One W: 847-705-4085 M: 224-567-2856 F: 847-705-4159 iason.salley@illinois.gov From: Cisco Unity Connection Messaging System<unityconnection@i1084sprcxnprim.illinois.gov> Sent: Thursday, May 09, 2019 9:08 AM To: jason.salley@i1084sprcxnprim.illinois.gov Subject: Message from Tice 'Charles' (+16309077059) State of Illinois - CONFIDENTIALITY NOTICE: The information contained in this communication is confidential, may be attorney -client privileged or attorney work product, may constitute inside information or internal deliberative staff communication, and is intended only for the use of the addressee. Unauthorized use, disclosure or copying of this communication or any part thereof is strictly prohibited and may be unlawful. If you have received this communication in error, please notify the sender immediately by return e-mail and destroy this communication and all copies thereof, including all attachments. Receipt by an unintended recipient does not waive attorney -client privilege, attorney work product privilege, or any other exemption from disclosure. 6 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0041 East 143rd Street M-9003(273) Section County(ies)Municipality Township Road Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Plainfield Township Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Local Road 2050 8,300 AM 623 PM 676 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Vertical Curve Length Design Element Policy Value 120-feet per BDE Section 33-4.01(a) Proposed Design Element Value 56.5-feet (existing vertical curve) Location(s) of Exception East Project Limits Crash History and Potential of Exception Location(s) 3 total crashes between 2012 and 2018. None of the crashes were related to this Design Exception and this was not a 5% location for 2012 to 2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $361,000.00 $330,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception Substandard curve is an existing condition on a local route located at the transition from mill/overlay to existing pavement. Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop (Crawford, Murphy & Tilly, Inc.)3/30/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) 1 w 8 B LL a 8 1 t PR B-6.24 CURB & GUTTER 0 0 0 0 3 • PR B-6.24 CURB & GUTTER N I o. AGG 20' r r t r r r r • CONCEPTUAL FUTURE ENTRANCE • • • • PR HMA SHOULDER . • • ................. ............. -- .-1 . .. -- -- L ! EX ROW �1. PR HMA SHOULDER • • • • • • • • • • • • • PR AGG SHOUL,DF _ CD Vf' DEER CREEK RECREATION CLUB. INC- • BASS & GILL CLUB MAIN LAKE • EX RO 0 20 40 SCALE IN FEET 60 -~-- EX it 143RD STREET 210+09 143RD STREET 299 577 208 ra 576 -- -- -------------«- .r AAA - EX ROW 143RD STREET CURVE 6 P1 STA- = 572+78-52 ❑ = 23° 01' 01" (LT) D=5°27'24'. R = 1,050.0D' T = 213.79' L = E =2154' e = NIA T.R. = NO S.E. S -E- RUN = NIA P.C. STA. = 579+64-73 P.T. STA. = 574+8654 DESIGN SPEED = 49 625 = )4-C 625 6E0 615 PR PGL 57 NIL ,41 w w 7 . EA FGL O. 1D. 620 615 2 610 605 600 tl`4�1 a SSD = 975, 610 605 fi 600 ui M ,D o MI u1 Lo. Lei ND ND 577+00 572+50 573+00 573+50 574-00 574+5C'. 575+00 575+50 576+00 576+50 577+00 577+50 CMT L1wn•• Ne ...J.!.9 E LE NAME • AlnCunaLeng hAyn DESIGNED - MJW REVISED - MODEL NAME • Oe,Lull DRAWN - MJW REVISED - PLOT SCALE = oo.00ao • CHECKED - cMc REVISED - PLOT DATE = 727/2020(2.0- 70 PLI1 DATE - 04/30/2020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION MINIMUM LENGTH OF VERTICAL CURVE DESIGN EXCEPTION F.A.U. RTE. 0360 SECTION COUNTY TOTAL SHEETS SHEET NO. 06 -00040 -00 -FA WILL SCALE, 1'=20' SHEET 1 OF 1 SHEETS' STA. 572+DO TO STA. CONTRACT NO. IILLINOISIPEO. AID PROJECT Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 40,600 AM 2943 PM 3095 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Turn Lane Storage Length Design Element Policy Value Red time Queue: Decel 195-feet per BDE Section 36-3.02(b)3 Proposed Design Element Value 140-feet Location(s) of Exception IL-59 and 143rd Street Intersection, Northbound right turn lane PM Peak Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $750,000.00 $55,000.00 Impacts Other Than Cost of Using Policy Value Possible addition of delay to northbound thru movement Proposed Mitigation to Address Exception Provide enhanced lane delineation and raised reflective pavement markers Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Possible addition of delay to northbound thru movement Summary of Justification for Exception Implementing policy will require reconstruction and/or widening of adjacent structure 099-4638, IL 59 over the West Norman Drain, the existing steel girder bridge is not wide enough to accommodate right turn lane storage and taper. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)3/30/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) #14360 CROSSWINDS CHURCH EX ROW EX Q ILLINOIS ROUTE 59 ---- ---- ---- ---- ---- EX ROW 0 20 SCALE IN FEET EX STR 099-4638 (NO WORK) L NOTE: 1. 2014 DESIGN APPROVAL FOUND 122 -FOOT STORAGE AND 85.5 -FOOT TAPER ACCEPTABLE 40 60 I-1 COMED TRANSMISSION CORRIDOR EX COMED TRANSMISSION TOWER EX ROW / { t ILLINOIS ROUTE 59 / US ROUTE 30 PR TURN‘ILANE SKIP DASH ------------- EX ROW ////././V-°- - ---- EX ROW /1/11/./1)/1///1// //1.4/17_71,/,../14/.../ - u 11 LL L[ 11 11 11 1.[ 11 u 11 1111 s1 11 LC 11 11 11 11 11 11 11 '2 COMED TRANSMISSION CORRIDOR 0 II 70 73 1I In 73 O PR Q 143RD STREET I 0 11\ \ 1- 0 0 F.A.U. RTE. TOTAL SHEETS CMT License No.184-000613 USER NAME = IL59_NBR.dgn DESIGNED - MJW REVISED - MODEL NAME = Default DRAWN - MJW REVISED - PLOT SCALE = 40.0000'/In. CHECKED - CMC REVISED - PLOT DATE = 3/1/2021 (3:59:10 PM) DATE - 03/25/2020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION ILLINOIS ROUTE 59 NORTHBOUND RIGHT TURN LANE DESIGN EXCEPTION SECTION COUNTY SHEET NO. 0380 06 -00040 -00 -FP WILL 310 SCALE: 1"=20' SHEET 1 OF 1 SHEETS STA. TO STA. CONTRACT NO. ILLINOIS FED. AID PROJECT Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 40,600 AM 2943 PM 3095 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Turn Lane Taper Length Design Element Policy Value 200-feet taper per BDE Figure 36-3.I Proposed Design Element Value 94-feet Location(s) of Exception IL-59 and 143rd Street Intersection, Northbound right turn lane Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $750,000.00 $55,000.00 Impacts Other Than Cost of Using Policy Value Less space for deceleration Proposed Mitigation to Address Exception Provide turn lane skip dash pavement marking Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations None Anticipated Summary of Justification for Exception Implementing policy will require reconstruction and/or widening of adjacent structure 099-4638, IL 59 over the West Norman Drain, the existing steel girder bridge is not wide enough to accommodate right turn lane storage and taper. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)3/30/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) #14360 CROSSWINDS CHURCH EX ROW __t00 EX Q ILLINOIS ROUTE 59 ---- ---- ---- ---- ---- EX ROW 0 20 SCALE IN FEET / / EX STR 099-4638 (NO WORK) L NOTE: 1. 2014 DESIGN APPROVAL FOUND 122 -FOOT STORAGE AND 85.5 -FOOT TAPER ACCEPTABLE 40 60 1 COMED TRANSMISSION CORRIDOR EX COMED TRANSMISSION TOWER --\_ — — — — — — — — ILLINOIS ROUTE 59 / US ROUTE 30 PR TURN‘ILANE SKIP DASH EX ROW / { t EX ROW ////I/I///J////////.rr// //////'. ///A%77b//f/ EX ROW /,///iZ------------- I 0 u 11 LL L[ 11 11 11 1.[ 11 u 11 1111 s1 11 LC 11 11 11 11 11 11 11 '2 17/ COMED TRANSMISSION CORRIDOR 0 II w 70 73 1I to 73 O PR Q 143RD STREET I 0 11\ \ 1- 0 F.A.U. RTE. TOTAL SHEETS CMT License No.184-000613 USER NAME = IL59_NBR.dgn DESIGNED - MJW REVISED - MODEL NAME = Default DRAWN - MJW REVISED - PLOT SCALE = 40.0000' /In. CHECKED - CMC REVISED - PLOT DATE = 3/1/2021 (4:07:59 PM) DATE - 03/25/2020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION ILLINOIS ROUTE 59 NORTHBOUND RIGHT TURN LANE DESIGN EXCEPTION SECTION COUNTY SHEET NO. 0380 06 -00040 -00 -FP WILL 310 SCALE: 1"=20' I SHEET 1 OF 1 SHEETS STA. TO STA. CONTRACT NO. ILLINOIS FED. AID PROJECT Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 40,600 AM 2943 PM 3095 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Turn Lane Storage Length Design Element Policy Value Red time Queue: 518-feet per BDE Section 36-3.02(b) Proposed Design Element Value 358-feet Location(s) of Exception IL-59 and 143rd Street Intersection, Northbound left turn lane PM Peak Hour Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $172,000.00 $85,000.00 Impacts Other Than Cost of Using Policy Value Policy would impact access to adjacent church and manufacturing facility. Proposed Mitigation to Address Exception Provide enhanced lane delineation and raised reflective pavement markers Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements Possible addition of delay to northbound thru movement Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Possible addition of delay to northbound thru movement Summary of Justification for Exception The policy value cannot be achieved due to the proximity of a church and manufacturing facility access point south of the intersection. The storage length is being maximized Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)3/30/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) 00_PhaselAddentlum\Draw \Raadway\C /—I #14360 CROSSWINDS CHURCH I I I I I I II I I I I I I I I I I \J 1.1—_J \ EX ROW EX NB LEFT TURN LANE PR FLUSH MEDIAN (EX RAISED MEDIAN) A PR TURN LANE SKIP DASH 230' TAPER #14309 PERFORMANCE GEAR SYSTEMS EX ROW .. . . . . .... . ................................................. FX ROW --------- (NO WORK) UTE 30 r7 0 30 SCALE IN FEET 60 90 COMED TRANSMISSION CORRIDOR EX CO ED TRANS ISSION TOWER • // ---------- EX ROW Fj EX Q ILLINOIS ROUTE 59 ---------- EX ROW to hLLALL lrlr11111slruulrLLJJII ru II I II I IT I II I II 'I I I I III li 0 COMEDIITRANSMISSION CORRIDOR Ln I I III I 70 I 0 II I I rn III�I W II 0 0 0 II III�� I 1,1 4) T I \\\ \ 1 \ \ \\ \N. PR Q 143RD STREET r _ L T. 111111111111111 111111111111 .111 F.A.U. RTE. TOTAL SHEETS CMT License No.184-000613 USER NAME = IL59_NBLdgn DESIGNED - MJW REVISED - MODEL NAME = Default DRAWN - MJW REVISED - PLOT SCALE = 60.0000'/In. CHECKED - CMG REVISED - PLOT GATE = 3/1/2021 (4:35:35PM) DATE - 03/25/2020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION ILLINOIS ROUTE 59 NORTHBOUND LEFT TURN LANE DESIGN EXCEPTION SECTION COUNTY SHEET NO. 0380 06 -00040 -00 -FP WILL 310 SCALE: 1"=30' I SHEET 1 OF 1 SHEETS STA. TO STA. CONTRACT NO. ILLINOIS FED. AID PROJECT Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 40,600 AM 2943 PM 3095 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Level of Service Design Element Policy Value Level of Service C per BDE Figure 46-2.E Proposed Design Element Value Level of Service D Location(s) of Exception IL-59 and 143rd Street Intersection AM & PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $4,630,000.00 $300,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception To improve LOS to policy levels, travel lane additions on IL-59 must be undertaken from Plainfield to 95th St. Dual lefts and dual rights would also be necessary in addition to adding the thru lanes which presents significant right-of-way challenges. Cycle length is controlled by the IL-59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)7/22/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HOS , VERSION: CYCLE 7 SIGNAL WS. TYPE: SEC. Q. ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: SECONDS (A.M.)140 (P.M.) 140 P.M. SEC. 51_0 SECONDS HOUR FACTOR: D 0.92 A.M- 46.5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L 7 R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (vabM) A.M- 199 493 182 170 220 175 244 1229 164 170 946 94 P.M. 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOP RATE IMO) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (rain) AM. N/A P.M_ N/A A.M. N/A P.M. N/A R.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILI2ATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 31.4 26.2 08.2 20.0 29.7 49.2 26.0 58.4 74.2 19.5 51.9 644 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO () A.M. 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.26 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 013 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 656 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO (A) A.M. 0663 0.672 0.362 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0756 P.M. 0.919 0.609 0.345 0.535 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 820 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 53.8 44.3 37.2 66.5 46.2 18.8 71.4 34.2 22.5 P.M. 82.7 57.9 31.7 47.1 56.9 67.4 76.1 30.1 17.3 72.6 52.1 32.0 LANE GROUP LEVEL -OF -SERVICE A.M. D E C 0 0 D E 0 B E C C P.M. F E C D F E E C B E D C APPROACH DELAY (SECONDSNEHICLE) A.M. 58.4 44.9 46.5 38.5 P.M. 58.3 74.5 37.7 48.1 APPROACH LEVEL -OF -SERVICE A.M- E D 0 D P.M. F F D D PHASE 1 PHASE 2 PHASE 3 0 w a y +r+rIIIII ��I� ® AMBER ALL RED A 1If-} AMBER ALL RE❑ AM G =19.5 Sec 3.5 1.0 0 =2.0 Sec. 3.5 1.0 G =51.95ec. 4.0 2.0 PM G =17.5 Sec. 55 10 G =6.0 Sec. 35 1.0 0 =53.5 Sec. 40 2.0 PHASE 4. PHASE 5 PHASE 6 1 r D w a a J __e_r AMBER ALL RED AMBER ALL RED 1-D _-- r r AM 0 =12.5 Sec_ 3.5 0-0 G =0.0 Sec. 3-5 05 G =29 23ec. 4.0 25 PM G =11.6 Sec. 3.5 0.0 G =0.2 Sec. 3.5 0.0 G =21.0 Sec. 4.0 20 DESIGN YEAR TRAFFIC DATA }IN 94 946 1'0 A (434)(13015151) \\_175 (280) 70:x: C 199 (194) 493 (326) • 182 (173) B D 1 I/ 244 1229 164 (288)(104791821 2050 PROJECTED ADT: AM (PM) x MOVEMENT EXGT111G2015 TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTO4ATE0 PERCENT INCREASE 6Y 2450 AM IPM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AM. PM. A.M. PM. AM. PIA. A.M. P.M. AD (L) C 0 0% 0% N/A%(NIA%) 170 151 25% 25% AB (T) 965 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) 8,1 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 235 273 30% 16% 4%(5•%) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) C 0 0% 0% N/A%(N/A%) 164 182 25% 25% CA (L) 202 133 7% 3% -155(31%) 199 194 17% '17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 408 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL 0 C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT PR PERM EASE %43K0 S g • 1+1 - w FIT _�r PR PERM EASE MATCHLINE STA, 341I 06+00 I rI 1) 12 I p 1 I l g� 11 II I 1 �i 1 I �I II i I InQ6 _. -- PR 5.6-24 CSG PR TEMP EASE l +49 133 } IL 59 STA. 516+45.96 Q 143RD ST. STA. 3399+61.12 Q PR ROW PR SIGNALS 265.' EB -PR SB-6. CCS FORAGE TU PR'B:6.24 C&G EX PERM EASE NTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS. 195) PR RC1GL -NBR TAPER LENGTH (94' VS. 200') { -RED TIME QUEUE 61131 STORAGE LENGTH {278' VS. 510'] I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NBT AM LOS D, SBT PM LOS 0, EBT AM/PM. LOSE, EBL PM LOS F, WPM PM LOS E, WBT PM LOS E. NOL LOS AM/PM E, SBL AM/PM LOS E PR SIGNALS EX M-2.12 PREPARED Al': kV CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 60504 (630)820.1022 PR SM-2.06 6 I' 11111\llllfllllUl l Illlllllllll Di 0 50 100 150 GE`-- +$0 /N.1� PR SM-2.12 PR SM-2.06 �7T77'7T777 77 2777 TT 77 77 77 77 77 7 dr, , Li, IY r7 11 ti 11,A1 17 12 41 ■ 2 I7 11 SCALE IN FEET PR TEMP EASE PR TEMP EASE '77137,41,7"TTa•TTT7TTT o I L cP P1( IGNALS P• 9-6.24 C&G PR 558.06 PR 5B-6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME: DIVISION ST. SRA ROUTE YRI7 Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, OSOW DESIGN ? WN Y. EXISTING ADT:37001 (2018] VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 (2050) VPD NORTH LEG. 40600 (2050) VPD SOUTH LEG PROPOSED DESIGN SPEED. 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: FA ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME. 143RD STREET. SRA ROUTE Y/N? N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL. OSOW DESIGN ? YrN Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17500 (2050) VPD EAST LEG PROPOSED DESIGN SPEED! 45 MPH. PROPOSED POSTED SPEED: 40 MPH. IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION. 2022. EXISTING METHOD OF TRAFFIC CONTROL: TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2,8 DESIGN VEHICLE: WB-65 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 - ODE CH. 40-3.E, SPA SUBURBAN 143RD • ODE CH. 48-6.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES I. ARE PROFILES PROVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B5.24 CURB AND GUTTER ON THE OUTSIDE QF THE RQADWAY.$HDULOERS, 3. TYPE M-2 8 B-6 CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE (E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE, VERSION 10.2. 5. EXPECTED BICYCLE (PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 8390 r MONTGOMERY RD 143RD: WALLIN DS (US 30) TO IL 128 (MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT PR TEMP EASE TT 57 77 ErFr FT 77.7777 TT TT T TT 7T TT 77 TT FT iT 77 7T TT 77 77 7T TT 7T 77 PR ROW PR MED]CAi ti 1 jib- -St O EX 'ERM EASE PR TEMP EASE 87 - 40' 1+50 10' '+38 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB MATCHLINE STA. 33• •+35 MULTI -USE PATH T1-U5E PATH FUTURE MU- EX PERM EASE LOCATION MAP 1 N cr , ? 35TH 5h z J 5/ ,$ U I 143' ■ _ IL 126 LOCKPORT STJ PR S6.6 -,N MEDIAFI R :-6.24 C&G��� L) UR NJ IJJ + 0 SEE SHEET 2 FOR CURVE DATA PR RQW INTERSECTION DESIGN STUDY FAU ROUTE 338 /0-50) WITH FAU ROUTE 36U (143RD ST )/ US 30 SEC. NO. 06.00040.00 -FP SCALE 1-.50' S -IN • PROJ. NO. - COUNTY WILL REV. NO. 6 DESIGNED BY CMT: 04/15/2019 SATISFACTORY DISTRCT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PROGRAM DEVELOPMENT ENGINEER DATE SATISFACTORY DISTRCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE GADD FILE NAME I I I I.D.S. SHEET 1 OF 8 BOES908 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 40,600 AM 2943 PM 3095 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C per BDE Figure 46-2.E Proposed Design Element Value Level of Service D Location(s) of Exception IL 59 & 143rd St Intersection NB Thru AM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $1,600,000.00 $700,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve LOS of the NB thru lane, additional lanes are needed and require widening of the adjacent bridge over the West Norman Drain which is outside of the scope of work. Cycle length is controlled by the IL-59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) 1 SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 46-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (vehlh) A.M. 199 493 182 170 220 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE 150451) 1900 2000 1904 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (AIM) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (pedlh) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 31.4 26.2 58.2 20.0 29.7 49.2 26.0 584 74.2 19.5 51.9 64_4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (9/C) A.M. 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.26 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 013 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 666 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO (k) A.M. 0.663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0156 P.M. 0.919 0.609 0.345 0.535 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0671 STORAGE QUEUE (FEET) A.M. 326 454 281 281 211 276 450 742 187 355 620 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 53.8 44.3 37.2 66.5 46.2 18.8 71.4 34.2 225 P.M. 52.7 57.9 31.7 47.1 56.9 67.4 78.1 31L1 17.3 72.6 52.1 32-0 LANE GROUP LEVEL -OF -SERVICE A.M. D E C 0 D D E 0 B E C C P.M. F E C D F E E C B E D C APPROACH DELAY (SECONDSNEHICLE) A.M. 58.4 44.9 46.5 38.5 P.M. 58.3 74.5 37.7 49.1 APPROACH LEVEL -OF -SERVICE A.M. E D D 0 P.M. E E D D PHASE 1 PHASE 2 PHASE 3 1., . m ��� AMBER ALL RED 1If-} AMBER ALL RE❑ AM G =19.5 Sea 3.5 1.0 0 =2.0 SOC. 3.5 1.0 G =51.9Sec. 4.0 2.0 PM G =17.5 Sec. 3_5 10 G =8.0 Sec. 3_5 1.0 0 =53.5 Sec. 40 2.0 PHASE 4. PHASE 5 PHASE 6 1 r- o w La a a J __e_r AMBER ALL RED k_= AMBER ALL RED J- _-e r r AM 0 =12.5 Sec_ 3.5 0-0 0 =0-0 Sec. 3-5 00 G=25.2Sec. 4-0 2A PM G =11.6 Sec. 3.5 0.0 G =0.2 Sec. 3.5 0.0 0 =21.0 Sec. 4.0 20 DESIGN YEAR TRAFFIC DATA }IN 94 996 1-0 A (434313013151) 175[280] 70(1x) j C 199(194) 493 (326) 182 (173) D 11 244 1229 164 B (288310973182) 2050 PROJECTED ADT: AM (PM) PR PERM EASE MATCHLINE STA, 34106+00 o-� Li i 'I I��II I PR B-6.24 PR TEMP EASE l +49 133 C -E. IL 59 STA. 516+45.96 CL = 143RD ST. STA. 3399+61.22 Q PR ROW PR SIGNALS '[1 PR B-6.24 C&G �: r� PfL •1• �RIL x MOVEMENT EXISTING 2018 TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTIMATED PERCENT INCREASE ST 2-]50 AM IPM/ PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AM. PA. A.M. PA. AM. PAL AAA. P.M. AD (L) C 0 0% 0% N/A%(NIA%) 170 151 25% 25% AB (T) 955 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) Si 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 225 273 30% 16% 4%(5•%) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) 0 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31%) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 408 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 S r+1- PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS- 155] PR RC1GL -NOR TAPER LENGTH (94' VS. 200'] { -RED TIME QUEUE NM_ STORAGE LENGIH (278' VS. 516') I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NOT AM LOS D, SBT PM LOS 0, EDT AM/PM. LOSE, EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CC6 FORAGE PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 00504 (630)820.1022 {i le 11 1 . 11 11 N*d -- 60' Di 0 GE`-- - +$0 Nl1 PR SM-2.12 PR SM-2.06 77 7T 77 TT 50 100 150 SCALE IN FEET PR TEMP EASE 4'777'77' PR TEMP EASE 4Ff rr rr rr rr rr rr rr rr TT 7 11 It rl! r7 j( 77 ■[ jj 1/ IL 41 ■7 77 J1 va -^PR TEMP EASE 77 aT TT TT TT 6r FT T 7T ''F' Tr S= ir:TT 7T TT T 7T 7T TT TT TT FT FT TT 7T 7T 77 rr 7T IT 7T 77 IGNALS P• 9-6.24 C&G PR Se,, -.5.06. PR 50.6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE 20 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH TI -USE PATH FUTURE Mu - - EX PERM EASE LOCATION MAP 1 N CC , 1 35TH / 5h J 4.,ce i U I 143' ■ _ IL 126 LOCKPORT STJ '0 PR RQW ---------------- PR 5B -6 -?4 MEOIAFI SA a s. R :-6.24 C&G ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME: DIVISION ST. SRA ROUTE YIN? Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, OSOW DESIGN ? Y/N Y. EXISTING ADT:37001 (2018) VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 (2050) VPD NORTH LEG. 404263(2051]) VPD SOUTH LEG PROPOSED DESIGN SPEED. 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: FA ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME: 143RD STREET. SRA ROUTE Y/N7 N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, 050W DESIGN ? Y/N Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 012018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17500 (2056) VPD EAST LEG PROPOSED DESIGN SPEED, 45 MPH. PROPOSED POSTED SPEED:40 MPH. IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2022. EXISTING METHOD OF TRAFFIC CONTROL TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8 DESIGN VEHICLE: WB85 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 -BDE CH. 40-3.E, SPA SUBURBAN 143RD • ODE CH. 48-S.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PROVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-4.24 CURB AND GUTTER ON THE OUTSIDE QF THE ROADWAY,$HXULDERS, 3. TYPE M-2 8.13-6 CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE IE-E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE / PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 83RD/ MONTGOMERY RD 143RD: WALLIN DS (US 30) TO IL 126 (MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT I- z rn U1 NJ UJ + 0 a SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAD ROUTE 3842 SEC. NO. 06.00040.00 -FP SCALE 1-.50' WITH (IL 58) (143RD ST )I US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY ChM, 04/15/2019 SATISFACTORY DISTB'CT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PROJRAM DEVELDPMENT ENGINEER DATE SATISFACTORY BISTROS OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE GADD FILE NAME I I I I.D.S. SHEET 1 OF 8 BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 42,900 AM 3005 PM 3418 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C per BDE Figure 46-2.E Proposed Design Element Value Level of Service D Location(s) of Exception IL 59 & 143rd St Intersection SB Thru PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $1,600,000.00 $700,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve the LOS of the SB through lane, additional through lane are needed which requires widening of the adjacent bridge over the West Norman Drain which is outside the scope of work. Cycle length is controlled by the IL-59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) 1 SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 46-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (vehlh) A.M. 199 493 182 170 220 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE 10641/10 1900 2000 1904 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (AIM) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (pedlh) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 31.4 26.2 58.2 20.0 29.7 49.2 26.0 584 74.2 19.5 51.9 64_4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (9/C) A.M. 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.26 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 0.13 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 656 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO (k) A.M. 0.663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0156 P.M. 0.919 0.609 0.345 0.536 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 620 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 53.8 44.3 37.2 66.5 46.2 18.8 71.4 34.2 22.5 P.M. 52.7 57.9 31.7 47.1 56.9 67.4 76.1 30.1 17.3 72.6 52.1 32.0 LANE GROUP LEVEL -OF -SERVICE A.M. D E C 0 D D E 0 6 E C C P.M. F E C D F E E C B E D C APPROACH DELAY (SECONDS/VEHICLE) A.M. 58.4 44.9 46.6 38.5 P.M. 58.3 74.5 37.7 49.1 APPROACH LEVEL -OF -SERVICE A.M. E D 0 0 P.M. E F 0 D PHASE 1 PHASE 2 PHASE 3 1., . m ��� AMBER ALL RED 1If-} AMBER ALL RE❑ AM G =19.5 Sea 3.5 1.0 0 =2.0 SOC. 3.5 1.0 G =51.9Sec. 4.0 2.0 PM G =17.5 Sec. 35 10 G =6.0 Sec. 15 1.0 G =53.5 Sec. AO 2.0 PHASE 4. PHASE 5 PHASE 6 1 r- o w a a J __e_r AMBER ALL RED k- AMBER ALL RED J- _-e r r AM 0 =12.5 Sec_ 3.5 0.0 G =0-0 Sec. 3-5 00 G=25.2:Sec. 4-0 20 PM G =11.6 Sec. 3.5 0.0 0 =0.2 Sec. 3-5 0.0 0 =21.0 Sec. 4.0 20 DESIGN YEAR TRAFFIC DATA }IN 94 996 1-0 A (434313013151) 175[280] 70(1x) j C 1991191) 493 (326) 182 (173] D 11 244 1229 164 B (2933104731621 2050 PROJECTED ADT: AM (PM) PR PERM EASE PR B-6.24 MATCHLINE STA, 34I 06+00 I I I I PR TEMP EASE l +49 133 C -E. IL 59 STA. 516+45.96 CL = 143RD ST. STA. 3399+61.22 Q PR ROW PR SIGNALS '[I PR B-6.24 C&G � : r� PfL •1• �RIL x MOVEMENT EXISTIRG2018 TR.I FIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTO4ATEG PERCENT INCREASE ST 2450 AM IPM/ PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AIA. PM. A.M. PIA. AAA. PAL AAA. P.M. AD (L) C 0 0% 0% N/A%(NIA%) 170 151 25% 25% AB (T) 955 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) Si 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 235 273 30% 16% 4%(5•%) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) 0 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31X) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 408 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 S r+1- PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS. 195') PR RC1GL -NOR TAPER LENGTH (94' VS. 200') { -RED TIME QUEUE /TOL STORAGE LENG1H (278' VS. 516'] I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NOT AM LOS D, SBT PM LOS 0, EST AM/PM. LOS E. EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CC6 FORAGE PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 60504 I630) 820.1022 1i l 11 1 I1e I I N*d -- 60' Di 0 GE`-- - +$0 r941 PR SM-2.12 PR SM-2.06 77 7T 77 TT 50 100 150 SCALE IN FEET PR TEMP EASE PR TEMP EASE irr 77 77 rT rr TT rr TT TT 7 It 7■ It r1/ ti fl rI ■r fl II 7i .LE ■r rr J1 va ..s -PR TEMP EASE �A 7T aT Tr TT FT 6r FT T 7T Fr Tr 5i= ir:TT 7T TT T 1T 7T TT FT 7T FT FT TT FT 7T 77 rr 7T IT 7T 77 IGNALS P• 9-6.24 C&G PR 5SS.06 PR 50.6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE D 05 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH T1 -USE PATH FUTURE Mu - - EX PERM EASE LOCATION MAP 1 N CC , 1 35TH 5h - [� -/ z %>rI6 U I 143' ■ _ IL 126 LOCKPORT STS '0 PR RQW ---------------- PR 5B-644 MEDIAFI SA as. R :-6.24 C&G ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME, DIVISION ST. SRA ROUTE YRIY Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, OSOW DESIGN ? YIN Y. EXISTING ADT:37001 (2018) VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 429E012050) VPD NORTH LEG. 40600 [2050] VPD SOUTH LEG PROPOSED DESIGN SPEED: 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: F.A. ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME. 143RD STREET. SRA ROUTE Y/N7 N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, 050W DESIGN ? YrN Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0(2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17500 (2050) VPD EAST LEG PROPOSED DESIGN SPEED, 45 MPH. PROPOSED POSTED SPEED: 40 MPH. IMPROVEMENT TYPE. RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2022. EXISTING METHOD OF TRAFFIC CONTROL TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8 DESIGN VEHICLE: WB-65 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 -ODE CR. 4K -3.E, SPA SUBURBAN 143RD • ODE CH. 48-6.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PROVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-6.24 CURB AND GUTTER ON THE OUTSIDE QF THE ROADWAWSHDULOER.S, 3. TYPE M-2 8.13-6 CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE 1E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE, VERSION 10.2. 5. EXPECTED BICYCLE !PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH TOOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 83RD r MONTGOMERY RD 143RD: WALLIN DS (US 30] TO IL 128 (MAIN 5T) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT I- z rn 1/1 NJ UJ + 0 a SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAD ROUTE 380 SEC. NO. 06 -00040 -00 -FP SCALE 1-.50' WITH (IL 50) (143RD ST II US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY ChM, 04/15/2019 SATISFACTORY DISTB'CT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PRO4RAM DEVELOPMENT ENGINEER DATE SATISFACTORY LISTRCT OPERATIONS ENGINEER DATE APPROVED 05010IAL ENGINEER DATE GADD FILE NAME I I I I.D.S. SHEET 1 OF 8 BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street / US RTE 30 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 19,500 AM 1419 PM 1816 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C per BDE Figure 48-6.A Proposed Design Element Value Level of Service E Location(s) of Exception IL 59 & 143rd St Intersection EB Thru AM/PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $1,600,000.00 $1,400,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve LOS of the EB thru lane, additional lanes are need which presents significant right-of-way challenges outside of the scope of work. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 46-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (vehlh) A.M. 199 493 182 170 220 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE IMO) 1900 2000 1904 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGNW TURN ON RED (rSNS) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (pedlh) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M 31.4 26.2 58.2 20.0 29.7 49.2 26.0 58.4 74.2 19.5 51.9 84,4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (9/C) A.M 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.28 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 0.13 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 656 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO GYl A.M 0.663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0_156 P.M. 0.919 0.509 0.340 0.535 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0.671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 820 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECON DS) A.M. 49.6 70.9 34.3 53.8 44.3 37.2 66.5 46.2 18.8 71.4 34.2 22.5 P.M. 82.7 51,9 31.7 47.1 56.9 67.4 7B. I 30.1 17.3 72.6 52.1 32-0 LANE GROUP LEVEL -OF -SERVICE A.M. 0 t C 0 D D E 0 B E C C P.M. F E C D F E E C B E D C APPROACH DELAY (SECONDSNEHICLE) A.M. 58.4 44.9 46.5 38.5 P.M. 558.3 74.5 37.7 49.1 APPROACH LEVEL -OF -SERVICE A -M- E D 0 D P M E F D D PHASE 1 PHASE 2 PHASE 3 1 w a 43 a jIIIIIII/�® ��11 AMBER ALL RED JIB 11F } AMBER ALL RE❑ AM G =19-5 Sea 3.5 1.0 0 =2.0 Sec. 3.5 1.0 G =51.9Sec- 4.0 2.0 PM G =17.5 Sec. 3_5 10 G =5.0 Sec. 3_5 1.0 G =53.5 Sec. 4_0 2.0 PHASE 4. PHASE 5 PHASE 6 J 1 (---- J o w a a J -_e_r AMBER ALL RED AMBER ALL RED J- .... -- r r AM 0 =12.5 Sec_ 3.5 0-0 G =0-0 Sec. 3-5 00 G=25.2Sec. 4-0 2A PM 0 =11.8 Sec. 3.5 0.0 G =0.2 Sec. 3.5 0.0 0 =21.0 Sec. 4.0 20 DESIGN YEAR TRAFFIC DATA }IN 94 946 1-0 A (434313013151) 175(280) 220 /-1 j C 199(194) 493 (326) 182 (173)-\ D 11 244 1229 164 B (288](1047X182) 2050 PROJECTED ADT: AM (PM) PR PERM EASE MATCHLINE STA, 34106+00 I I PR B-6.24 PR TEMP EASE l +49 133 C -E. IL 59 STA. 516+45.96 CL = 143RD ST. STA. 3399+61.12 Q PR ROW PR SIGNALS '[1 PR B-6.24 C&G �: r� PfL •1• �RliIL x MOVEMENT EXISTING 200 TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTIMATED PERCENT 1152508E 6Y 2 -ISO AM (PM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AEA. PM. A.M. PM. A.M. PIA. A.M. P.M. AD (L) C 0 0% 0% N/A%(NIA%) 170 151 25% 25% AB (T) 955 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) &1 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 235 273 30% 16% 4%(5.51) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) 0 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31%) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 405 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 S r+1- PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS- 195] PR RC1GL -NOR TAPER LENGTH {94' VS. 200'] { -RED TIME QUEUE NM_ STORAGE LENG1H (278' VS. 515'] I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NBT AM LOS D, SBT PM LOS 0, EDT AM/PM. LOSE, EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CC6 5TORASEE PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 50504 (830)820.1022 {i le 11 1 . 11 I1 ... d I 6U' I I! 12 Di 0 GE`-- - +$0 5941 PR SM-2.12 PR SM-2.06 77 7T 77 TT 50 100 150 SCALE IN FEET PR TEMP EASE / PR TEMP EASE 4Ff 555555 rT rr 77 rr 77 Fr r; 4_44 It 17 7741 ■r Ir 11 va -^PR TEMP EASE 77 aT T7 TT 7T 6r FT T 7T Fr TT S= x:77 7T TT T 7T 7T TT FT TT FT FT TT 7T IT 77 77 7T IT 7T 77 IGNALS P• 9-6.24 C&G PR Se,, -.5.06 PR 50.6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE D 05 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH T1 -USE PATH FUTURE MU- - EX PERM EASE LOCATION MAP 1 N CC , ? 35TH 5h z J kr %>rI6 / i U I 143' ■ _ 11_ 126 LOCKPORT STS 'C PR ROW ---------------- PR 5B -6 -?4 MEDIAFI marsa� R :-6.24 C&G ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME, DIVISION ST. SRA ROUTE YIN? Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, OSOW DESIGN ? YIN Y. EXISTING ADT:37001 (2018) VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 (2050) VPD NORTH LEG. 40600(20W VPD SOUTH LEG PROPOSED DESIGN SPEED. 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: FA ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME: 143RD STREET. SRA ROUTE Y/N? N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, 050W DESIGN ? YON Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0(2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17500 (2050) VPD EAST LEG PROPOSED DESIGN SPEED 45 MPH. PROPOSED POSTED SPEED: 40 MPH. IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION. 2022. EXISTING METHOD OF TRAFFIC CONTROL TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8 DESIGN VEHICLE: WB85 DESIGN YEAR: 2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L S9 -BDE CH. 45-3.E, SPA SUBURBAN 143RD • ODE CH. 48-6.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PRCVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-4.24 CURB AND GUTTER ON THE OUTSIDE QF THE RQADWAY.SHDULOERS, 3. TYPE M-2 8.13-6 CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE IE-E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE 1 PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH TOOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 8390 r MONTGOMERY RD 143RD: WALLIN DS (US 30) TO IL 128 (MAIN 5T) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT U1 U0 NJ IJJ + 0 SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAU ROUTE 380 SEC. NO. 06.00040.00 -FP SCALE 1=50' WITH (855) (143RD ST )/ US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY CMC: 04/15/2019 SATISFACTORY DISTB'CT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PROJRAM DEVELOPMENT ENGINEER DATE SATISFACTORY DISTRCT OPERATIONS ENGINEER DATE APPROVED 55010IAL ENGINEER DATE GADD FILE NAME I I I I.D.S. SHEET 1 OF 0 ODE -9908 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street / US Rte 30 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 19,500 AM 1419 PM 1816 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C per BDE Figure 48-6.A Proposed Design Element Value Level of Service F Location(s) of Exception IL 59 & 143rd St Intersection EB Left PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $700,000.00 $700,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve the LOS for the EB left turn lane, more green time needs to be provided to the left turn movement, which will increase vehicle delay and impact the LOS of the through movement of the major route. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 48-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (e Ms) A.M. 199 493 182 170 220 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE IMO) 1900 2000 1906 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (rSNS) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M 31.4 26.2 58.2 20.0 29.7 49.2 26.0 58.4 74.2 19.5 51.9 84,4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (9/C) A.M 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.28 0.18 0.39 0.23 0.15 0.28 0.21 0.47 0.56 0.13 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 656 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO GYl A.M 0.663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0 756 P.M. 9.919 0.509 0.345 0.535 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0.671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 820 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 53.8 44.3 37.2 66.5 46.2 18.8 71.4 34.2 22.5 P.M. 82.7 57.9 31.7 47.1 56.9 67.4 7B.I 30.1 17.3 72.6 52.1 32.0 LANE GROUP LEVEL -OF -SERVICE A.M, D E C 0 D D E 0 B E C C P.M. F E C D F E E C B E D C APPROACH DELAY (SECONDSNEHICLE) A.M. 58.4 44.9 46.5 38.5 P.M. 558.3 74.5 37.7 49.1 APPROACH LEVEL -OF -SERVICE A -M- E D 0 D P M E F D D PHASE 1 PHASE 2 PHASE 3 1 w a S J a jIIIIIII/�® ��11 AMBER ALL RED el JIB 11F } AMBER ALL RE❑ AM G =19.5 Sea 3.5 1.0 0 =2.0 Sec. 3.5 1.0 G =51.9See. 4.0 2.0 PM G =17.5 Sec. 35 10 G =5.0 Sec. 35 1.0 0 =53.5 Sec. 40 2.0 PHASE 4. PHASE 5 PHASE 6 J 1 (---- J o w a a J -_e_r AMBER ALL RED k- AMBER ALL RED J- .... -- r r AM 0 =12.5 Sec_ 3.5 0.0 0 =00 Sec. 3-5 00 G=25.2Sec. 4.0 2A PM G =11.8 Sec. 3.5 0.0 G =0.2 Sec. 3.5 0.0 0 =21.0 Sec. 4.0 20 DESIGN YEAR TRAFFIC DATA }IN 94 946 1-0 A (434313013151) 175(280) 70(1x) j C 199(194) 493 (326] 182 (173)-\ D 11 244 1229 164 B (288](1047X182) 2050 PROJECTED ADT: AM (PM) PR PERM EASE MATCHLINE STA, 34106+00 I I PR B-6.24 PR TEMP EASE l +49 133 C -E. IL 59 STA. 516+45.96 CL = 143RD ST. STA. 3399+61.22 Q PR ROW PR SIGNALS '[1 PR B-6.24 C&G �: r� PfL •1• �RliIL x MOVEMENT LUSTING 200 TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTR4ATED PERCENT INCREASE 6Y 2 -ISO AM (PM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AEA. PJA. A.M. PA. AN. PAL A.M. P.M. AD (L) C 0 0% 0% N/A%[N/A%) 170 151 25% 25% AB (T) 965 1258 7% 3% -2%(2%) 948 1301 7% 3% AC (R) &1 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 225 273 30% 16% 4%(5.51) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) 0 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31%) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 405 25% 25% DA (R) 0 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 S r+1- PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS. 195'] PR RC1GL -NOR TAPER LENGTH {94' VS. 200'] { -RED TIME QUEUE NM_ STORAGE LENG1H (278' VS. 513') I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NET AM LOS D, SBT PM LOS 0, EBT AM/PM. LOSE, EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CC6 PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 50504 (830)820.1022 {i le 11 1 . 11 I1 ...d I 6U' I I! 12 1 Di 0 Cr- -- +BO 5941 PR SM-2.12 PR SM-2.06 77 7T 77 TT 50 100 150 SCALE IN FEET PR TEMP EASE / PR TEMP EASE 4Ff 555555 rT rr rr rr rr Fr r; r■ It r1/ r7 j( rI ■[ jj 11 IL 41 ■7 Ir J1 va -^PR TEMP EASE 77 aT TT TT 7T 6r FT T 7T Fr TT :i' :TT 7T TT T 7T 7T TT FT TT FT FT TT 7T IT 77 77 7T 7T 7T Fr IGNALS P• 9-6.24 C&G PR SQ.-A06 PR 56.6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE 05 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH TI -USE PATH FUTURE MU- - EX PERM EASE LOCATION MAP 1 N CC , 1 35TH 5h / z J // I6 >r� i U I 143' ■ _ 11_ 126 LOCKPORT STS w PR RQW ---------------- PR 5B -6 -?4 MECUM mar SAaS R :-6.24 C&G ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME, DIVISION ST. SRA ROUTE YIN? Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, OSOW DESIGN ? YIN Y. EXISTING ADT:37001 (2018) VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 [2050) VPD NORTH LEG. 40800 (2050) VPD SOUTH LEG PROPOSED DESIGN SPEED. 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: FA ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME: 143RD STREET. SRA ROUTE Y/N? N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, 050W DESIGN ? YON Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0(2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17800 (2056) VPD EAST LEG PROPOSED DESIGN SPEED 45 MPH. PROPOSED POSTED SPEED:40 MPH. IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2022. EXISTING METHOD OF TRAFFIC CONTROL TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2,8 DESIGN VEHICLE: WE -66 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 -BDE CH. 45-3.E, SPA SUBURBAN 143RD • ODE CH. 48-6.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PRCVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-4.24 CURB AND GUTTER ON THE OUTSIDE QF THE ROADWAY.SHDULDERS, 3. TYPE M-2 8.13-6 CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE IE-E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE, VERSION 10.2. 5. EXPECTED BICYCLE 1 PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH IODT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 83RD r MONTGOMERY RD 143RD: WALLIN DS (US 30) TO IL 128 (MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT U1 NJ IJJ + 0 SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAD ROUTE 380 SEC. NO. 06-00040-00•FP SCALE 1=50' WITH (1L51) (143RD ST II US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY ChM, 04/15/2019 SATISFACTORY DISTRCT GEDMETRICS ENGRIEER DATE SATISFACTORY DISTRICT PROi+AM DEVELOPMENT ENGINEER DATE SATISFACTORY EISTRCT OPERATIONS ENGINEER DATE APPROVED 55010IAL ENGINEER DATE GADD FIE NAME I I I I.D.S. SHEET 1 OF BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 17,500 AM 1392 PM 1458 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C per BDE Figure 48-6.A Proposed Design Element Value Level of Service E Location(s) of Exception IL 59 & 143rd St Intersection WB Right PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $770,000.00 $700,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve the LOS for the WB right, more green time is needed, which increases the delay of the through movements on the major route. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) 1 SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 46-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (e M ) A.M. 199 493 182 170 226 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE WO) 1900 2000 1906 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGNW TURN ON RED (rSNh) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 31.4 26.2 58.2 20.0 29.7 49.2 26.0 58.4 74.2 19.5 51.9 84,4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (C) A.M. 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.26 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 0.13 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 656 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO (k) A.M. 0663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0156 P.M. 0.919 0.609 0.345 0.538 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 820 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 513.8 443 37.2 6'3 46.2 18.8 71.4 34.2 22.5 P.M. 52.7 57.9 31.7 47.1 85.9 67.4 78.1 30.1 17.3 72.6 52.1 32.0 LANE GROUP LEVEL -OF -SERVICE A.M. D E C D 0 D E 0 B E C C P.M. F E C ❑ F E C B E ❑ C APPROACH DELAY (SECONDSNEHICLE) A.M. 58.4 44.9 46.5 38.5 P.M. 58.3 74.5 37.7 49.1 APPROACH LEVEL -OF -SERVICE A.M. E 0 0 D P.M. F F D D PHASE 1 PHASE 2 PHASE 3 1., . m i ��� AMBER ALL RED . 1If-} AMBER ALL RE❑ AM G =19.5 Sea 3.5 1.0 0 =2.0 Sec. 3.5 1.0 G =51.9850. 4.0 2.0 PM G =17.5 Sec. 3_5 10 G =8.0 Sec. 3_5 1.0 0 =53.5 Sec. 4_0 2.0 PHASE 4 PHASE 5 PHASE 6 1 r- o w a a J .... _e_r AMBER ALL RED k- AMBER ALL RED J- ...._e__ AM 0 =12.5 Sec_ 3.5 0-0 0 =0.0 Sec. 3-5 OA G=25.2Sec. 4-0 2A PM G =11.8 Sec. 3.5 00 0 =0.2 Sec. 3.5 0.0 0 =21.0 Sec. 4.0 2.0 DESIGN YEAR TRAFFIC DATA }IN 94 948 170 A (434](1301X151) \\_175 (no) 70(1x) j C 199(194) 493 (326) 182 (173) D 11 244 1229 164 B (288](1047X1821 2050 PROJECTED ADT: AM (PM) PR PERM EASE PR B-6.24 PR TEMP EASE MATCHLINE STA, 3406+00 ll. Li 4 . 1 1 i L ; ' I Ipp. Ni, 1 1 10 l g, al II } i ,1e 11 I II V+1d l +49 133 IL 59 STA. 516+45.96 Q 143RD ST. STA. 3399+61.12 Q PR ROW PR SIGNALS PR B-6.24 C&G II� A -----•- �: •1•�RIL x MOVEMENT EXISTING 701S TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTR4ATEG PERCENT INCREASE 6Y 2450 AM (PM/ PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AM. PIA. A.M. PA. AEA. PAL A.M. P.M. AD (L) C 0 0% 0% N/A%[NIA%) 170 151 25% 25% AB (T) 985 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) 81 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 225 273 30% 16% 4%(5•E) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) 0 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31%) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 282 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 408 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 ffOS g T PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS- 195') PR RC1GL -NOR TAPER LENGTH (94' VS. 200') { -RED TIME QUEUE NOL STORAGE LENG1H (278' VS. 518'] I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NET AM LOS D, SBT PM LOS 0, EST AM/PM. LOSE, EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CCS FORAGE PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROD. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 60504 (630)820.1022 1 6U' I 12 1 Di 0 50 100 150 GE`-- - +$0 r941 PR SM-2.12 PR SM-2.06 77 7T 77 TT SCALE IN FEET PR TEMP EASE / PR TEMP EASE 4Ff rrrrrr rT rr 7727-7777" r■ It r1/ r7 j( rI ■[ jj 1/ IL 41 ■I Ir 1L va -^PR TEMP EASE 77 aT T7 TT TT ,6r FT T 7T ''F' TT S= x:77 7T TT orr 1T 7T TT TT 77 FT FT TT TT IT 77 7T 7T IT 7T 77 IGNALS P• 9-6.24 C&G PR SQ.-A06 PR 56.6.12 R SIGN E •ERM-EASE EXtERM EASE PR OWE D 05 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH TI -USE PATH FUTURE MU- EX PERM EASE LOCATION MAP 1 N CC , 1 35TH 5h z 2 4., vI6 / U I 143' ■ _ IL 126 LOCKPORT STS '0 PR RQW ---------------- PR SB-6-?4 MEDIAN R :-6.24 C&G��� ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME: DIVISION ST. SRA ROUTE YR17 Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, O50W DESIGN ? Y/N Y. EXISTING ADT:37001 (2018) VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 (2050) VPD NORTH LEG. 40600(205S) VPD SOUTH LEG PROPOSED DESIGN SPEED. 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: F.A. ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME. 143RD STREET. SRA ROUTE Y/N? N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, OSOW DESIGN ? YrN Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0(2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2054) VPD WEST LEG. 17500 (2050) VPD EAST LEG PROPOSED DESIGN SPEED, 45 MPH. PROPOSED POSTED SPEED:40 MPH. IMPROVEMENT TYPE. RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION. 2022. EXISTING METHOD OF TRAFFIC CONTROL TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2,8 DESIGN VEHICLE: WB 68 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 -ODE CR. 46-3.E, SPA SUBURBAN 143RD • ODE CH. 48-5.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PROVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-4.24 CURB AND GUTTER ON THE OUTSIDE QF THE ROADWAY,$HDULDERS, 3. TYPE M-2 8.13-6 CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE IE-E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE /PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH TOOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 83RD r MONTGOMERY RD 143RD: WALLIN DS (US 30) TO IL 128 (MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT I- z rn U1 NJ UJ + 0 SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAU ROUTE 386 SEC. NO. 06 -00040.00 -FP SCALE 1-450' WITH (IL 59) (143RD ST )I US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY CMT: 04/15/2019 SATISFACTORY DISTB'CT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PROJNAM DEVELOPMENT ENGINEER DATE SATISFACTORY BISTROS OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CAOD FILE NAME I I I I.D.S. SHEET 1 OF 8 BOE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 17,500 AM 1392 PM 1458 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C per BDE Figure 48-6.A Proposed Design Element Value Level of Service F Location(s) of Exception IL 59 & 143rd St Intersection WB Thru PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $1,600,000.00 $1,400,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve the LOS for the WB through lane, more green time is needed, which increases the delay of the through movements on the major route. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) 1 SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 46-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (vehlh) A.M. 199 493 182 170 226 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE IMO) 1900 2000 1904 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGNW TURN ON RED (AIM) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (pedlh) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 31.4 26.2 58.2 20.0 29.7 49.2 26.0 58.4 74.2 19.5 51.9 84_4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (9/C) A.M. 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.28 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 013 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 656 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO (k) A.M. 0.663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0156 P.M. 0.919 0.609 0.345 0.538 0.868 0.856 0.930 0.650 0.275 0.879 0.975 0671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 820 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 513.8 443 37.2 1'5 48.2 18.8 71.4 34.2 22.5 P.M. 52.7 57.9 31.7 47.1 85.9 67.4 78.1 30.1 17.3 72.6 52.1 32.0 LANE GROUP LEVEL -OF -SERVICE A.M. D E C D R D E 0 B E C C P.M. F E C D F E E C B E D C APPROACH DELAY (SECONDSNEHICLE) A.M. 56.4 44.9 46.5 38.5 P.M. 58.3 74.6 37.7 49.1 APPROACH LEVEL -OF -SERVICE A.M. E D D D P.M. E F D D PHASE 1 PHASE 2 PHASE 3 1., . m i ��� AMBER ALL RED . 1If-} AMBER ALL RE❑ AM G =19.5 Sea 3.5 1.0 0 =2.0 Sec. 3.5 1.0 G =51.9Sec- 4.0 2.0 PM G =17.5 Sec. 55 10 G =8.0 Sec. 55 1.0 0 =53.5 Sec. 45 2.0 PHASE 4 PHASE 5 PHASE 6 1 r- o w a a J = .... _e_r AMBER ALL RED AMBER ALL RED J- ...._e__ AM 0 =12.5 Sec_ 3.5 00 0 =0.0 Sec. 3-5 05 G=25.2Sec. 4-0 2.0 PM G =11.8 Sec. 3.5 0.0 G =0.2 Sec. 3-5 0.0 0 =21.0 Sec. 4.0 25 DESIGN YEAR TRAFFIC DATA }IN 94 948 170 A (434](1301X151) \\_175 (280) 79(1x) j C 199(194) 493 (326] 182 (173) D 11 244 1229 164 B (288](1047X1821 2050 PROJECTED ADT: AM {PM) PR PERM EASE PR B-6.24 MATCHLINE STA, 34106+00 Li I I I L ; ' I Ipp. Ni, 1 j 10 l g, al II } i ,1e 11 I II V+1d PR TEMP EASE l +49 133 C -E. IL 59 STA. 516+45.96 Q 143RD ST. STA. 3399+61.32 Q PR ROW PR SIGNALS '[1 PR B-6.24 C&G II� A -----•- �: •1•�RIL x MOVEMENT EXISTING 200 TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTIMATED PERCENT INCREASE 6Y 2450 AM (PM/ PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AM. PM. A.M. PM. AEA. PAL A.M. P.M. AD (L) C 0 0% 0% N/A%[NIA%) 170 151 25% 25% AB (T) 955 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) 81 368 12% 2% 14%(15%) 94 434 17%. 17% BC (L) 235 273 30% 16% 4%(5•E) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) 0 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31%) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 408 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 S g • 1 - _lam PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS. 195'] PR RC1GL -NOR TAPER LENGTH {94' VS. 200') { -RED TIME QUEUE ROL STORAGE LENGIH {278' VS. 510') I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NET AM LOS D, SBT PM LOS 0, EDT AM/PM. LOS E. EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CCS 5TORAGEE PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 50504 1630)820.1022 1 6U' I 12 1 Di 0 50 100 150 GE`-- - +$0 r941 PR SM-2.12 PR SM-2.06 77 7T 77 TT SCALE IN FEET PR TEMP EASE / PR TEMP EASE 4Ff rrrrrr rr rr rr rr rr TT r; 11 It r1/ r7 j( r7 ■[ jj 1/ IL 41 ■7 77 1L va ,.,„=PR TEMP EASE 77 aT TT TT TT ,6r FT '7 7T ' Fr Tr TT ,Fr 77 7T TT orr 1T TT TT TT rr FT FT TT TT IT 77 7T 7T IT 7T 77 IGNALS P• 9-6.24 C&G PR SQ.-.5.05. PR 50.6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE D 05 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH TI -USE PATH FUTURE MU- - EX PERM EASE LOCATION MAP 1 N cr , 1 35TH 5h z U 2 I to ,$ , 143' ■ / _ IL 126 LOCKPORT STS '0 PR RQW ---------------- PR SB-6-?4 MEDIAN R :-6.24 C&G��� ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME: DIVISION ST. SRA ROUTE YRIY Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, O50W DESIGN ? WN Y. EXISTING ADT:37001 (2018) VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 12050) VPD NORTH LEG. 40800 (2050) VPD SOUTH LEG PROPOSED DESIGN SPEED: 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: F.A. ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME. 143RD STREET. SRA ROUTE Y/N? N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, 050W DESIGN ? YrN Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0(2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17500 {2050) VPD EAST LEG PROPOSED DESIGN SPEED, 45 MPH. PROPOSED POSTED SPEED: 40 MPH. IMPROVEMENT TYPE. RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2022. EXISTING METHOD OF TRAFFIC CONTROL: TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8 DESIGN VEHICLE: W8-66 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 - ODE CH. 46-3.E, SRA SUBURBAN 143RD • ODE CH. 48-6.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PROVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-4.24 CURB AND GUTTER ON THE OUTSIDE QF THE ROADWAWSHOULDERS., 3. TYPE M-2 8.13-6 CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE 1E-8) OF PAVEMENT, UNLESS OTHERWISE NOTEIS THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE /PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH TOOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 83RD/ MONTGOMERY RD 143RD: WALLIN DS (US 30) TO IL 126 (MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT z rn U1 UT N UJ + 0 a SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAU ROUTE 380 SEC. NO. 06 -00040.00 -FP SCALE 1=50' WITH (IL 58) (143RD ST )I US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY CEO 04/15/2019 SATISFACTORY DISTB'CT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PROJRAM DEVELOPMENT ENGINEER DATE SATISFACTORY DISTRCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CAM FEE NAME I I I I.D.S. SHEET 1 OF 8 BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 40,600 AM 2943 PM 3095 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service D per BDE Figure 46-2.E Proposed Design Element Value Level of Service E Location(s) of Exception IL 59 & 143rd St Intersection NB Left AM/PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $1,600,000.00 $1,400,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve the LOS of the NB left turn lane, dual left turn lanes are needed which requires widening of the adjacent bridge over the West Norman Drain and is outside the scope of work. Cycle length is controlled by the IL-59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES: (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS /P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 46-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (vehlh) A.M. 199 493 182 170 226 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE 100451) 1900 2000 1904 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (AONh) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (pedlh) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 31.4 26.2 58.2 20.0 29.7 49.2 26.0 58.4 74.2 19.5 51.9 64_4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (C) A.M. 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.26 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 013 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 666 P.M. 229 582 544 226 458 355 331 1752 720 187 1450 703 v/c RAT 0 (k) A.M. 0.663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0156 P.M. 0.919 0.609 0.345 0.538 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 620 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 513.8 443 37.2 en 46.2 18.8 71.4 34.2 225 P.M. 52.7 57.9 31.7 47.1 85.9 67.4 78,1 30.1 17.3 72.6 52.1 32.0 LANE GROUP LEVEL -OF -SERVICE A.M. D E C D 0 D E D 6 E C C P.M. F E C ❑ F E E C B E D C APPROACH DELAY (SECONDSNEHICLE) A.M. 58.4 44.9 46.5 38.5 P.M. 58.3 74.5 37.7 49.1 APPROACH LEVEL -OF -SERVICE A.M. E D 0 0 P.M. E F 0 D PHASE 1 PHASE 2 PHASE 3 1., . m I AMBER ALL RED 1If-} AMBER ALL RE❑ AM G =19.5 Sea 3.5 1.0 0 =2.0 Sec. 3.5 1.0 G =51.9Sec- 4.0 2.0 PM G =17.5 Sec. 3_5 10 G =8.0 Sec. 3_5 1.0 G =53.5 Sec. AO 2.0 PHASE 4. PHASE 5 PHASE 6 1 (---- w a a Jo __e_r AMBER ALL RED AMBER ALL RED ...._e__ AM 0 =12.5 Sec_ 3.5 0-0 0 =0.0 Sec. 3-5 0.0 G =20 2:S0c. 4-0 20 PM G =11.6 Sec. 3.5 0.0 0 =0.2 Sec. 3.5 0.0 0 =21.0 Sec. 4.0 20 DESIGN YEAR TRAFFIC DATA }IN 94 946 170 A (434513015151) 175[2801 70(1x) j C 199(194) 493 (326] 182 (173) D 11 244 1229 164 B (288](1047X1821 2050 PROJECTED ADT: AM (PM) PR PERM EASE MATCHLINE STA, 34106+00 o- Li i 'I If�II I PR B-6.24 PR TEMP EASE l +49 133 C -E. IL 59 STA. 516+45.96 CL = 143RD ST. STA. 3399+61.12 Q PR ROW PR SIGNALS '[1 PR B-6.24 C&G �: r� PfL •1• �RIL x MOVEMENT EXISTING 200 TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTIMATED PERCENT INCREASE 6Y 2450 AM IPM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AM. PM. A.M. PM. A.M. PIA. A.M. P.M. AD (L) C 0 0% 0% N/A%(NIA%) 170 151 25% 25% AB (T) 955 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) Si 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 235 273 30% 16% 4%(5.8) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) 0 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31%) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 408 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 S r+1- PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS- 195'] PR RC1GL -NOR TAPER LENGTH {94' VS. 200'] { -RED TIME QUEUE NM_ STORAGE LENGIH {278' VS. 516') I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NOT AM LOS D, SBT PM LOS 0, EST AM/PM. LOS E. EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CCS FORAGE PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 60504 (630)820.1022 1i l 11 I 11e I1 ...d I 6U' I I! 12 1 Di 0 GE`-- - +$0 INI PR SM-2.12 PR SM-2.06 77 7T 77 TT 50 100 150 SCALE IN FEET PR TEMP EASE / PR TEMP EASE 4Ff 777727 rT rr rr rr 77777 11 It rrll 7■ fl 77 ■I jj II Al .LE ■7 77 f1 va PR TEMP EASE 77 aT TT TT 7T 6r rrfer 7T EF1 TT :T 17 77 TT TT T TT 7T TT 7T 77 FT FT TT 7T 7T TT 77 7T TT 7T 77 IGNALS P• 9-6.24 C&G PR 511,-.5.06 PR 55.6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE 35 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH TI -USE PATH FUTURE MU- - EX PERM EASE LOCATION MAP 1 N CC , 1 35TH 5h 2 kr . / z ,,$ U I 143' ■ _ IL 126 LOCKPORT STS '0 PR RQW ---------------- PR 5B -6 -?4 MECUM mars a� R :-6.24 C&G ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME: DIVISION ST. SRA ROUTE Y/117 Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, OSOW DESIGN ? Y/N Y. EXISTING ADT:37001 (2018) VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 (2050) VPD NORTH LEG. 40600 (2050) VPD SOUTH LEG PROPOSED DESIGN SPEED. 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: FA ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME. 143RD STREET. SRA ROUTE Y/N7 N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, OSOW DESIGN ? YrN Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0(2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17500 (2050) VPD EAST LEG PROPOSED DESIGN SPEED, 45 MPH. PROPOSED POSTED SPEED:40 MPH. IMPROVEMENT TYPE. RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2022. EXISTING METHOD OF TRAFFIC CONTROL TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8 DESIGN VEHICLE: WB85 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 -ODE CH. 46-3.E, SPA SUBURBAN 143RD • ODE CH. 48-5.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PRCVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-4.24 CURB AND GUTTER ON THE OUTSIDE QF THE RQADWAY.SHOULDERS, 3. TYPE M-2 8 B£ CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE IE-E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE /PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH TOOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COMED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 59: 143RD TO 83RD/ MONTGOMERY RD 143RD: WALLIN DS (US 30) TO IL 126 (MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT I- z rn U1 Uri NJ UJ + 0 SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAU ROUTE 3815 SEC. NO. 06.00040.00 -FP SCALE 1'450' WITH (IL51) {143RD ST II US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY CEO 04/15/2019 SATISFACTORY DISTB'CT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PROJNAM DEVELOPMENT ENGINEER DATE SATISFACTORY DISTRCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CA1ID FILE NAME , I I I.D.S. SHEET 1 OF BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/1/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0338 Illinois Route 59 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 45 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Principal Arterial (SRA)2050 42,900 AM 3005 PM 3418 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C per BDE Figure 46-2.E Proposed Design Element Value Level of Service E Location(s) of Exception IL 59 & 143rd St Intersection SB Left AM/PM Crash History and Potential of Exception Location(s) 184 total crashes at this location between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $1,600,000.00 $700,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/1/21 Potential Impacts on Mobility or Traffic Operations Increase in traffic delay compared to policy value Summary of Justification for Exception In order to improve the LOS for the SB, dual left turn lanes would be needed which presents significant right-of-way challenges. Increasing the green time of a minor movement will lead to increased delay along the major route. Cycle length is controlled by the IL-59 corridor interconnect. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)07/22/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 51.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M- 46-5 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 1 2 1 1 2 1 1 2 1 1 2 1 205030TH MAX. HOUR TRAFFIC (vehlh) A.M. 199 493 182 170 220 175 244 1229 164 170 946 94 pm 194 326 173 112 408 280 288 1047 182 151 1301 434 BASE SATURATION FLOW RATE 100451) 1900 2000 1904 1900 2000 1900 1900 2000 1900 1900 2000 1900 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (rSNh) AM. N/A P.M_ N/A A.M. N/A P.M. N/A A.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (pedlh) A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 A.M. 0 P.M. 0 ARRIVAL TYPE (AM 8 PM) 3 3 3 3 4 3 3 3 3 3 4 3 LANE UTILVATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 31.4 26.2 58.2 20.0 29.7 49.2 26.0 584 74.2 19.5 51.9 64_4 P.M. 16.3 24.7 54.7 20.6 21.0 38.5 30.D 66.0 77.8 17.5 53.5 69.0 GREEN RATIO (9/C) A.M. 0.28 0.19 0.37 0.32 0.21 0.35 0.19 0.42 0.53 0.14 0.37 0.46 P.M. 0.26 0.16 0.39 0.23 0.15 0.28 0.21 0.47 0.56 0.13 0.38 0.49 CAPACITY (c) A.M- 326 615 518 238 647 453 291 1500 688 208 1362 656 P.M. 229 582 544 226 458 355 337 1752 720 187 1450 703 v/c RATIO (k) A.M. 0.663 0.872 0.382 0.778 0.370 0420 0.911 0.890 0.259 0.890 0.755 0156 P.M. 0.919 0.609 0.345 0.536 0.968 0.856 0.930 0.650 0.275 0.879 0.975 0671 STORAGE QUEUE (FEET) A.M. 326 454 261 281 211 276 450 742 187 355 620 115 P.M. 318 304 240 210 421 490 518 556 195 319 808 461 LANE GROUP DELAY(SECONDS) A.M. 49.6 70.9 34.3 53.8 44.3 37.2 66.5 46.2 18.8 71.4 34.2 225 P.M. 52.7 57.9 31.7 47.1 56.9 67.4 76.1 30.1 17.3 72,8 52.1 32.0 LANE GROUP LEVEL -OF -SERVICE A.M. D E C 0 D D E 0 6 E C C P.M. F E C D F E E C B E D C APPROACH DELAY (SECONDSNEHICLE) A.M. 58.4 44.9 46.5 38.5 P.M. 58.3 74.5 37.7 49.1 APPROACH LEVEL -OF -SERVICE A.M. E D 0 0 P.M. F F 0 D PHASE 1 PHASE 2 PHASE 3 1., . m i I AMBER ALL RED . 1If-} AMBER ALL RE❑ AM G =19.5 Sea 3.5 1.0 0 =2.0 Sec. 3.5 1.0 G =51.9Sec. 4.0 2.0 PM G =17.5 Sec. 35 10 G =6.0 Sec. 35 1.0 0 =53.5 Sec. 40 2.0 PHASE 4. PHASE 5 PHASE 6 1 (---- w a a Jo __e_r AMBER ALL RED AMBER ALL RED ...._e__ AM 0 =12.5 Sec_ 3.5 0.0 G =0.0 Sec. 3-5 00 G=25.2:Sec. 4-0 2.0 PM G =11.6 Sec. 3.5 0.0 0 =0.2 Sec. 3.5 0.0 0 =21.0 Sec. 4.0 20 DESIGN YEAR TRAFFIC DATA }IN 94 996 1-0 A {434313013151) 175[280] 70(1x) j C 199 094) 493 (326) 182 (173) D 11 244 1229 164 B (288]{104731621 2050 PROJECTED ADT: AM {PM) PR PERM EASE MATCHLINE STA, 3406+00 o-�E I I I I Li i 'I I I PR B-6.24 PR TEMP EASE l +49 13 C -E. IL 59 STA. 516+45.96 CL = 143RD ST. STA. 3399+61.12 Q PR ROW PR SIGNALS '[I PR B-6.24 C&G �: r� PfL •1• �RIL x MOVEMENT EXISTING 200 TRAFFIC MOVEMENTS EXISTING 201E TRUCK PERCENTAGES ESTIMATED PERCENT INCREASE 6Y 2450 AM IPM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AM. PM. A.M. PM. A.M. PAL A.M. P.M. AD (L) C 0 0% 0% N/A%[NIA%) 170 151 25% 25% AB (T) 955 1258 7% 3% -2%(2%) 946 1301 7% 3% AC (R) Si 368 12% 2% 14%(15%) 94 434 17% 17% BC (L) 225 273 30% 16% 4%(5•%) 244 288 17% 17% BA (T) 1344 1189 7% 3% -9%(-12%) 1229 1047 7% 3% BD (R) C 0 0% 0% N/A%(NIA%) 164 182 25% 25% CA (L) 202 133 7% 3% -1%(31%) 199 194 17% 17% CD (T) C 0 0% 0% N/A%(N/A%) 493 326 17% 17% CB (R) 292 263 15% 12% -38%(-66%) 182 173 17% 17% DB (L) 0 0 0% 0% N/A%(N/A%) 170 112 25% 25% DC (T) C 0 0% 0% N/A%(N/A%) 220 408 25% 25% DA (R) C 0 0% 0% N/A%(NIA%) 175 280 25% 25% TOTAL A 2592 2948 2813 3407 TOTAL S 2836 2983 2935 3103 TOTAL C 810 1037 1432 1823 TOTAL D C 0 1392 1459 T = THROUGH, L = LEFT, R = RIGHT %43K0 S r+1- PR PERM EASE 265.' EB EX PERM EASE INTERSECTION DESIGN EXCEPTIONS. -NOR STORAGE LENGTH (140' VS. 155'] PR RC1GL -NOR TAPER LENGTH {94' VS. 200'] { -RED TIME QUEUE RBI_ STORAGE LENG1H (278' VS. 513') I -INTERSECTION LOS D VS C (AM/PM) -LOS C MIN FOR IL -59 THRU LANES, LOS D MIN REST: NOT AM LOS D, SBT PM LOS 0, EBT AM/PM. LOSE, EBL PM LOS F, WPM PM LOS E, WBT PM LOS F, NOL LOS AM/PM E, SBL AM/PM LOS E -PR SB-6. CCS 5TORASEE PR SIGNALS EX M-2.12 PR SM-2.06 PREPARED BY: CMT PROJ. MGR_ CMC ENG. JJM 550 N COMMONS AURORA, IL 50504 (630)820.1022 1i l 11 I 1 I1e I I ...!1 I 6U' I I! 12 1 ' Di 0 GE`-- - +$0 INI PR SM-2.12 PR SM-2.06 77 7T 77 TT 50 100 150 SCALE IN FEET PR TEMP EASE / PR TEMP EASE 4Ff rr777r rT rr rr rr rr r7•7 1■ It r1/ r■ fl rI ■! jj PI /L .LE ■r 7r J1 va -^PR TEMP EASE �A 7T aT Tr TT FT 6r FT '7 7T ' T' TT 5= ,Fr:Tr 7T TT T 7T 7T TT FT 7T FT FT TT 7T 7T 77 77 7T IT 7T 77 IGNALS P• 9-6.24 C&G PR SSS.06 PR 50.6.12 R SIGN E •ERM-EASEa" EXtERM EASE PR OWE D 05 PR TEMP EASE MATCHLINE STA. 33 35 PR B-6.24 C&G EX BRIDGE APROACH EX BRIDGE SLAB EX BERM EASE PR ROW PR MULTI -USE PATH T1 -USE PATH FUTURE Mu - - EX PERM EASE LOCATION MAP 1 N CC , 1 35TH 5h z 2 kr >rI6 / i U I 143' ■ _ IL 126 LOCKPORT STS '0 PR RQW ---------------- PR 5B -6 -?4 MECUM mars a� R :-6.24 C&G ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.V. ROUTE NUMBER: 338. MARKED ROUTE NUMBER, IL 59. STREET NAME, DIVISION ST. SRA ROUTE WTI? Y. FUNCTIONAL CLASSIFICATION: OTHER PRINCIPAL ARTERIAL, OSOW DESIGN ? YIN Y. EXISTING ADT:37001 (2018] VPD NORTH LEG, 39125 (2018) VPD SOUTH LEG. 2050 DESIGN YEAR ADT: 42900 (2050) VPD NORTH LEG. 40800(20W VPD SOUTH LEG PROPOSED DESIGN SPEED. 45 MPH. PROPOSED POSTED SPEED: 45 MPH SECONDARY ROUTE: FA ROUTE NUMBER: FAU 380. MARKED ROUTE NUMBER WEST LEG- US 30, EAST LEG - NONE STREET NAME: 143RD STREET. SRA ROUTE Y/N7 N. FUNCTIONAL CLASSIFICATION: WEST LEG OTHER PRINCIPAL ARTERIAL, EAST LEG MINOR ARTERIAL, OSOW DESIGN ? YrN Y. EXISTING ADT:1113-I (2018) VPD WEST LEG, 0(2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 19500 (2050) VPD WEST LEG, 17800 {2056) VPD EAST LEG PROPOSED DESIGN SPEED, 45 MPH. PROPOSED POSTED SPEED:40 MPH. IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2022. EXISTING METHOD OF TRAFFIC CONTROL TRAFFIC SIGNAL. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2,8 DESIGN VEHICLE: WB-65 DESIGN YEAR:2050 TRUCK ROUTE DESIGNATION: CLASS II PREFERRED ROADWAY: CLASS II SECONDARY ROADWAY: CLASS II DESIGN CRITERIA: L 59 -ODE CH. 463.E, SRA SUBURBAN 143RD • ODE CH. 48-S.A SUBURBAN / URBAN TWO WAY ARTERIALS GENERAL NOTES 1. ARE PROFILES PROVIDED? YES IF NOT, STATE REASON WHY: --- 2. TYPE B-4.24 CURB AND GUTTER ON THE OUTSIDE QF THE ROADWAWSHDULDERS, 3. TYPE M-2 8 B£ CURB AND GUTTER ON THE APPROACH MEDIAN. 4. ALL DIMENSIONS ARE 1E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER,7VTOTURN SOFTWARE, VERSION 10.2. 5. EXPECTED BICYCLE /PEDESTRIAN USAGE: NONE PATH SHELF RESERVED WEST LEG SOUTH SIDE, AND EAST LEG NORTH SIDE 6. ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH TOOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. 7. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF EAST LEG, REALIGN 143RD ST TO AVOID COALED CORRIDOR. IL 59 SCOPE. PAVEMENT WIDENING FOR RIGHT TURN LANES, MEDIAN RECONSTRUCTION FOR SOUTHBOUND LEFT TURN LANE ADDITIONAL NOTES: -EAST AND WEST LEGS TO BECOME IL RTE 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER -INTERSECTION IS NOT A 5% LOCATION -INTERSECTION IS PART OF AN INRECONNECTED SYSTEM FROM IL 69: 143RD TO 83RD r MONTGOMERY RD 143RD: WALLIN DS (US 30] TO IL 128 (MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH AMERICAN DISABILITIES ACT I- z rn U1 UT N UJ + 0 a SEE SHEET 2 FOR CURVE DATA INTERSECTION DESIGN STUDY FAU ROUTE 338 FAU ROUTE 380 SEC. NO. 06.00040.00 -FP SCALE 1-.50' WITH {IL 50) (143RD ST )I US 30 PROJ. NO. - COUNTY WILL SJN : REV. NO. 8 DESIGNED BY CEO 04/15/7019 SATISFACTORY DISTRCT GEOMETRICS ENGINEER DATE SATISFACTORY DISTRICT PROJRAM DEVELOPMENT ENGINEER DATE SATISFACTORY DISTRCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CAOD FEE NAME I I I I.D.S. SHEET 1 OF 8 BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/2/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 19,500 AM 1419 PM 1816 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Skew Design Element Policy Value 30 degrees maximum, 15 degrees desired per BDE Section 36-1.05(a) Proposed Design Element Value 32 degrees Location(s) of Exception Naperville Road and 143rd Street Intersection Crash History and Potential of Exception Location(s) Intersection location does not exist yet, no crash data available. Cost of Using Policy Value Cost of Using Proposed Exception Value $4,500,000.00 $2,500,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/2/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception an additional residential displacement at the northwest corner of the intersection, relocation of a cemetery. In addition, implementing policy would creating a curved bridge over the DuPage River. The alignment minimizes intersection skew and surrounding property impacts and displacements. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)4/14/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) N PR]VATE POND } r CZ Dup PGA P�RQ — PR DUP,4PE'RTVEE BRIDGE 35+00 A 111 1111 1141 11 J111 PR EAST BRIDGE ABUTMENT PR RETAINING WALL A �AfA FR MULTI -USE PATH 1Lv 111L .1111111L1111111111111111111111 i1111111111 O EX TRANSMISSION TOWER O in 0. A----- A � #14302 / / s / A A :c/ '' /+. ` • /I/ �1I A* I. I /� 0 ... 'A, ... /1 v I /_ / J / F: _ . -_ / I / f / I 111111111111 0 A A A #14A21 PR MULTI -USE PATH #1[201 #14205 #14209 PR BUILDING REMOVAL. TYP 0 40 80 120 SCALE IN FEET PR RETAINING WALL 143RD STREET I / / PR EXPANDED LAKE / CCMPENSATORY STORAGE A/' /' /. ' . ILL CLUB ■ PR LAKE WATER EDGE 11 11 11 11 11 11 11 11 11 11 1121222B122222221222122 11lL11111111111111111111111/1111111111111111111 EX R A COMED OVERHEAD'DISTRIBUTION LINES COMED OVERHEADITRANSMISSION LINES A A A IA A A Ui♦ _ '�' �!! ! � _ \ ' F - 1 • ! I ! / r / / / / % % #14176 \ .1 // ST MARY IMMACULATE CEMETARY , 1 / / l 1 / / 1 l / / ti L // // I / / I I / / A A A A I A A A R A A A A A ■ A A EX R COPPER DRIVE 1 CMT lwn.mi. la. Jouis umVacn.w FILE WANE a HAp Skew.dgn DESIGNED - MJW REVISED - MODEL NAME A Oe,9ull DRAWN - MJW REVISED - PLOT SCALE = 80.00ao•IAA CHECKED - CMC REVISED - PLOT DATE = 72/.2020/ .54.2A PMI DATE - 0312512020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION 143RD STREET AT NAPERVILLE ROAD INTERSECTION SKEW DESIGN EXCEPTION F.A.U. RTE. 0360 SECTION COUNTY TOTAL SHEETS SHEET NO. 06 -00040 -00 -FP WILL SCALE, 1-=40' SHEET 1 OF 1 SHEETS/ STA. TO STA. CONTRACT NO. IILL01015 FED. AID PROJECT Design Exception Request Project Identification Page 1 of 2Printed 3/2/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 19,500 AM 1419 PM 1816 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Skew Design Element Policy Value 30 degrees maximum, 15 degrees desired per BDE Section 36-1.05(a) Proposed Design Element Value 35 degrees Location(s) of Exception Illinois Route 126 and 143rd Street Intersection Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $1,500,000.00 $1,400,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/2/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception Implementing policy would require additional land acquisition , including ComEd property to create an intersection closer to transmission expansion plan (the same reason an addendum to the PDR is required). Proposed design exception skew of 35 degrees with traffic signals is a safety improvement from the existing intersection with a skew of 54 degrees and stop control only on the minor roadway. Coordination Meeting Date Prepared By Date 01/06/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)11/05/2019 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) lr • TO IL 59 BASS & GILL CLUB FLETCHER LAKE r „i' • rrrrTTTT7TTTTTIT IT 7T TT IT 77 IT 7717771777 PR ROW 143RD STREET LL 11 LL 1111111111 EX uui PR MULTI -USE PATH 11 LL 11 LL 11 11 11 11 11 11 11 11 11 11 11 IL LL a 0 • EX COMED #23234 TRANSMISS:ON TOWER / / r: /I..sr r, / r r I r / •r / /ryrf/ r r / *23239 (PURE ROD AND GUN CLUB PR RETAINING WALL * \ �a1 \ \ 4¢9Qti ` \ �6' \ \ • \ - PR _AKE WATER EDGE PR EXPANDED LAKE! COMPENSATORY STORAGE EX ILLINOIS ROUTE 126 / /,•',; r r , NTERSECT +N 3%°59'0" 9 Ex ROW EX 143RD STREET EX ROW EX CL 143RD STREET / .\ \ -.....A. Tl '\ '\� • _ 1 \ \I' \ \ \ \,r • PR Q 14RRD STREET I V V r / / r / r / / / / / N A c r / DEER CREEK RECREATION CLUB 0 40 „0 120 SCALE IN FEET .• y / / I / r / 1 / ! I I r ` // / r r / y r1. ▪ `�— I ' 1 rr BASS & GILL CLUB / MAIN LAKE A 1_ • .t `r FILE RARE a IL128_Skaxdp, F.A.U. RTE. TOTAL SHEETS REVISED - CMT Lwn.rve. iB, O]0[,s umVacn.w DESIGNED - MJW NOOEL NAME : OdBull DRAWN - MJW REVISED - ROT SCALE = 80.000o • Iln. CHECKED - CMC REVISED - P LOT DATE a 12L20201,'4N/ARMl DATE - 0372572020 REVISED - STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION 143RD STREET AT ILLINOIS ROUTE 126 INTERSECTION SKEW DESIGN EXCEPTION SECTION COUNTY SHEET NO. 0360 06 -00040 -00 -FP WILL SCALE, 1-.40' SHEET 1 OP 1 SHEETS! STA. TO STA. CONTRACT NO. IILEDIO S FED. AID PROJECT Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 14,100 AM 1283 PM 1336 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Level of Service Design Element Policy Value Intersection Level of Service C Per BDE Figure 48-6.A Proposed Design Element Value Level of Service D Location(s) of Exception Illinois Route 126 and 143rd Street Intersection AM/PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value 16,900,000 $2,300,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception Provide free flowing southbound right turn lane. Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception The primary traffic movement of the intersection is from 143rd Street EBL and IL 126 SBR to connection to I 55 to the north. To improve LOS to policy, a realignment to make the primary movement a thru movement or grade separation to provide a free flowing eastbound left movement. The intersection is located between four bodies of water owned by private clubs, three of the body's of water would be under USACE jurisdiction. Improvement to met policy require significant right-of-way challenges and environmental impacts. Cycle length controlled by IL-59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)5/4/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL TYPE: 140 SEC. LOS D ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: SECONDS (A.M.) (P.M.) 140 P.M. SEC. 47_0 SECONDS HOUR FACTOR: D 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 205030TH MAX. HOUR TRAFFIC [ve151h) A.M. 594 156 31 68 254 36 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 481 69 177 667 BASE SATURATION FLOW RATEIVeNVh) 1900 1900 1906 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RICH- TURN ON RED (441) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (pedlh) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILI7ATION ADJ. FACTOR 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO () A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 036 029 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 668 638 347 813 v/c RATIO (k) A.M. 0.909 0261 0:772 0.751 0.168 0736 0.737 0.447 0.675 P.M. 0.894 0.196 0.771 0.585 0.215 0.456 0.459 0.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 P.M. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAY(SECONDS) A.M. 51.5 24.9 77.7 63.2 34.9 51.5 51.6 34.8 45.3 P.M. 53.5 28.9 78.1 53.5 35.7 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. ❑ C E E C ❑ ❑ C ❑ P.M. D C E ❑ 0 D D C D APPROACH DELAY (SECONDS/VEHICLE) A.M. 45.1 659 50.9 43.6 P.M, 40.6 59.5 390 46.5 APPROACH LEVEL -OF -SERVICE A.M. D E D 0 P.M. D E ❑ D PHASE 1 PHASE 2 PHASE 3 ALL RED -3 IL E -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x4.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 to G =17.8 Sec. 3.5 1.0 G =32.2 Sec. 4.0 2.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL , G I IL -1 yril �� �II ' W IG AM G =2.9 Sec 3.50.0 G -0.3 Sec. 3.500 G X3.2 Sec. 4.020 PM G =2A Sec. 3.5 0.0 G =.0 Sec. 3.5 0.0 G =49.7 Sec. 4.0 2.0 DESIGN YEAR 77 TT 7T 7T 3, PR TEMP EASE PR B-6.24 CURB & GUTTER TRAFFIC DATA MOVEMENT P01ST1NG2015 TRIFFIC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ES/MATED PERCENT INCREASE RY 2150 AM 1PM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK[ PERCENTAGES AM. PA. A.M. P.M. AM PJA. AM P.M. AD(L) 70 172 24% 10% 0%(3%) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%{11%) 422 567 1% 1% AC (R) 0 0 0% 0% NIA%(NIA%) BC (L) 0 0 0% 0% NIA%(NIA%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 31 64 32% 34% 9%(7%) 34 69 0% 0% CA (L) 6 0 0% 9% N/A%(NIA%) 594 483 25% 25% CD (T) 0 0 0% 0% NIA%(NIA%) 156 97 5% 5% CB (R) C 0 0% 0% NIA%(NIA%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) 0 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1676 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL 0 2`.9 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 7T 7'7 77 7T TT CCU -0-00 535 ESL 5 RAGE !$ - 535' E8L SEDRAGE PR ROW 0 PR 6-6.24 C&G -PR TEk EAS r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY. -- 2. TYPES -6.24 CURB AND GUTTER ON THE OUTSIDE OF 1HE ROADWAYISHOULDERS. 3. TYPE M-6.08 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE 4E-E1OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH COMED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE N1TH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING SFR, SER, NBL, ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCE'TION3: -INTERSECTION LOS 0 VS C (AMIPM) -LOS MIN C: EBL AMIPM LOS D, WBL AMMO LOS E, WBT AM LOS E, Wei PM LOS 0, SBT AM/PM LOS 0. NBL PM LOS 0, NBT AM/PM LOS D. NBR AMIPM LOS D -MIN SKEW 30', PROPOSED SKEW 35', ORIGINAL SKEW 54• ADDITIONAL NOTES. - NORTH AND WEST LEGS TO BECOME IL 128 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 69: 143RD TO 83RD I MONTGOMERY RD 143RD: WALLIN DR (US 30} TO IL 126 {MAIN ST} -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT fi� 1'13RD ST A 569+2 .74 I ' 1LLINOIS ROUTE 126 STA 37+47.22D ' P ARDRAIL P' 8-• . 4 CURB & 9R R B-6.24 C LTI-USE PAT 10 0I \x \ \ \ • �J \\ „ .\\ `` `PR TEMP EASE \\ \ . 4\ \ R R SIGMA ;c PR SI g °o PR 0.6 24 CURB & GUTTER '.• t J%ROW 1IEDIAT7 (4'' PR SA -6.06 0 RISE -6.12 FF 422 79 A (FF) (667) (177) 594 (4831 156 (97) 31(24) 0 0 ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER, 330 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI d5CIFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. 050W DESIGN YIN? Y. EXISTING ADT:S 12018} VPD WEST LEG. 2383 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 120501 VPD EAST LEG PROPOSED DESIGN SPEED 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED 43 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE! F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER, EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION: MINOR ARTERIAL- OSOW DESIGN YIN7 Y. EXISTING ADT: 16372 (2018) VPD SOUTH LEG. 17587 (2018) VPD NORTH LEG. 2050 DESIGN YEAR ADT: 19100 (2050) VPD SOUTH _EG, 24400 [2050) VPD NORTH LEG PROPOSED DESIGN SPEED 45 MPH SOUTH LEG. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH AF•yT IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION 2021. EXISTING METHOD OF TRAFFIC CONTROL: ONE-WAY STOP. PROPOSED METHOD TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8. DESIGN VEHICLE: WE -05 (N,S & W LEGS), W1350 (E LEG) 42 I$N YEAR:240 474 BOUTEI3ESIGNAIION 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST 8 SOUTH LEGS DESIGN CRITERIA IL 126 N 8 S LEGS. BDE CH. 484i.A SUBURBAN/ TWO-WAY ARTERIALS 143RD ST WEST LEG, 005 OR 48 -OA SUBURBAN I TWO -RAY ARTERIALS 143RD ST EAST LEG, au/ 32-21 URBAN LOCAL STREETS 75o, R r a-lz- am oQ I I Lsl 36 (28) 254 )192) 68 (66) 32 745 34 (23) (481){69} 2750 PROJECTED ADT: AM (PM} PREPAREO BY: PROJ. MGR. CMC CMT ENG. JJM 650 N COMMONS AURORA. IL 00504 (630)820.1022 0 50 SCALE [N FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RT) ❑=5°27'24" R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E. RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.68 • P,T. STA. = 570-4-05.43 X 100 LOCATION MAP DESIGN SPEED = 45 - Z76' WB AEPROACyq 050 N CC I'l35TH \5h NI N D =s- \2 \4 US 30 _ _ 43 IL 126 LOCKPORT ST ur co o 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213.79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. S.E. RUN = N/A P.C. STA. = 570+64.73 ,= Wipemp UESZM 5PBE =,4 PR B-6.24 CURB Sr GUTTER PER (]r30 ., 143RD ST PROJECT LIMITS 575+36 575+0 INTERSECTION DESIGN STUDY FAU ROUTE 380 (143RD ST) WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040.00 -FP SCALE 1=50' SJN • PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY ChM, 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRIC9 ENGRIEER DATE DISTRICT PROGRAM DEVELOPMENT ENGINEER DATE MITURCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE GADD FEE NAME 1 I.D.S. SHEET 1 OF 7 BOE-9906 • Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 40 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 14,100 AM 1283 PM 1336 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE Figure 48-6.A Proposed Design Element Value Level of Service D Location(s) of Exception IL 126 & 143rd St Intersection EB Left AM/PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value 16,900,000 $2,300,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception The primary traffic movement of the intersection is from 143rd Street EBL and IL 126 SBR to connection to I 55 to the north. To improve LOS to policy, a realignment to make the primary movement a thru movement or grade separation to provide a free flowing eastbound left movement. The intersection is located between four bodies of water owned by private clubs, three of the body's of water would be under USACE jurisdiction. Improvement to met policy require significant right-of-way challenges and environmental impacts. Cycle length controlled by IL-59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED- AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES: (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 2050 30TH MAX. HOUR TRAFFIC (ve151h) A.M. 594 156 31 68 254 38 32 745 34 79 422 P.M. 483 97 24 86 192 29 23 481 69 177 667 BASE SATURATION FLOW RATE(VeNVI) 1900 1900 1904 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RICH- TURN ON RED (v0Nh) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M. N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILI7ATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO () A.M 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 871 93 411 116 668 638 347 813 v/c RATIO (Al A.M 0.909 0.261 0:772 0.751 0.168 0.736 0.737 0.447 0.675 P.M. 0.894 0.195 0.771 0.585 0.215 0.456 0.459 0.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 P.M. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAY(SECONDS) A.M. 51.5 24.9 77.7 53.2 34.9 51.5 51.6 34.8 45.3 P.M. 525 26.9 78.1 53.5 35.7 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. 0 C E E C ❑ 0 C 0 P.M. D C E 0 0 D 0 C 0 APPROACH DELAY (SECONDS/VEHICLE) A.M. 45.1 65.9 50.9 43.6 P.M. 48.6 59.5 39.0 46.5 APPROACH LEVEL -OF -SERVICE A.M. D E D D P.M. D E 0 D PHASE 1 PHASE 2 PHASE 3 ALL RED -1 IL E, -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x4.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 1.0 G =17.8 Sec. 3.5 1.0 G =32.2 Sec. 4.0 2.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL , G I iS ILI yril �� �II ' W IG AM G=2.9 Sec 3.50.0 G-0.3 Sec. 3.5 0.0 G X3.2 Sec. 4.0 2.0 PM G =2.1 SOC. 3.5 0.0 G =.0 Sec. 3.5 0.0 G =49.7 Sec. 4.0 2.0 DESIGN YEAR 7. 77 7T 7T 7T 3, PR TEMP EASE PR B-6.24 CURB & GUTTER TRAFFIC DATA MOVEMENT OUSTING 2018 TRJIFRC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ESYRMTED PERCENT INCREASE RY 2450 AM IPM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2059 TRUCK PERCENTAGES AM. PM. A.M. P.M. AM. PAL A.M. P.M. AD(L) 79 172 24% 10% 0%(3%) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%{11%) 422 867 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 31 64 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% N/A%(N/A%) 594 483 25% 25% CD (T) 0 0 0% 0% N/A%(N/A%) 156 97 5% 5% CB (R) C 0 0% 0% N/A%(N/A%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) C 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1876 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 2EE9 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 TT Tr 777777 _ CCU -0-00 535 ERL 5 RAGE !$ - 535' E8L S1RAG£ PR ROW 0 PR B-6.24 C&G • r -PR TEMQ EAS r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPE 6-.24 CURB AND GUTTER ON THE OUTSIDE OF THE ROADWAYISHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE {E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH COMED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE 50TH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING 591, SBR, NBL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCE'TIONS: -INTERSECTION LOS 0 V'5 C (AMIPM) -LOS MIN C: EBL AMIPM LOS D, WEL AM/PM LOS E, WBT AM LOS E, WET PM LOS 0, SET AM/PM LOS 0. NBL PM LOS D, NBT AM/PM LOS D. NBR AMIPM LOS 0 -MIN SKEW 30°, PROPOSED SKEW 35°, ORIGINAL SKEW 54• ADDITIONAL NOTES. - NORTH AND WEST LEGS TO BECOME IL 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 69: 143RD TO 83RD I MONTGOMERY RD 143RD: WALLIN DR (US 30} TO IL 128 {MAIN ST} -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT fi� 1'13RD ST A 569+2 .74 I 'ILLINOIS ROUTE 126 STA 37+47.22D ' P ARDRAIL P' 8-• ; 4 CURB & 9R R B-6.24 C LTI-USE PAT 10 0I \ \ J \\ , \\ \ PR TEMP EASE \\ \ ♦ \\ \ R R SIGMA r -a PR SI g °o I/' PR 0.6 24 CURB & GUTTER 'I t J%ROW )IIEDIA4 (4'' PR SA -6.06 R,SB-6.12 PRI B-%24 C&G p EX ROW FF 422 79 A (FF) (667) [177) 594 (4831 156 (97) 31(24) ti ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER: 330 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI dECIFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. OSOW DESIGN YIN? Y. EXISTING ADT:S (2018) VPD WEST LEG. 2383 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 (2050/ VPD EAST LEG PROPOSED DESIGN SPEED: 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED: 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER: EXISTING IL 121_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION: MINOR ARTERIAL. OSOW DESIGN TIN? Y. EXISTING ADT: 16372 (2018) VPD SOUTH LEG. 17587 (2018) VPD NORTH LEG. 2050 DESIGN YEAR AOT: 16100 (2050) VPD SOUTH _EG, 24400 (2050) VPD NORTH LEG PROPOSED DESIGN SPEED: 45 MPH SOUTH LEG. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH LF_•y IMPROVEMENT TYPE RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION 2021. EXISTING METHOD OF TRAFFIC CONTROL: ONE-WAY STOP. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.6. DESIGN VEHICLE: WE -05 (N,5 & W LEGS), WB50 (E LEG) 8 I$N YEAR: 3.111150 ROUTE'b IGNATION: 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST 8 SOUTH LEGS DESIGN CRITERIA IL 126 N & S LEGS. BDE CH. 48-6.A SUBURBAN I TWO-WAY ARTERIALS 143RD ST WEST LEG, BOE CH. 48 -EA SUBURBAN / TWO-WAY ARTERIALS 143RD ST EAST LEG, WA 32-21 URBAN LOCAL STREETS PER (]:30 ., 750`R r a --EIS- am oQ I Lsl 36 (29) 254 (1921 CO (66) /D 32 745 34 (23) (481) (69) 2750 PROJECTED ADT: AM (PM) PREPAREO BY: PROJ. MGR. CMC CMT ENG. JJM 550 N COMMONS AURORA. IL 80504 (x)820.1022 0 50 SCALE IN FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RT) ❑=5°27'24" R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E. RUN = N/A PR GUARDRAIL P,C. STA. = 565+84.69 P,T. STA. = 570+05.43 100 LOCATION MAP DESIGN SPEED = 45 Z76' WB AEPROACyq 150 N CC \5h 35TH NI N D =s- \I- \4 US 3(1 _ _ 43 IL 126 LOCKPORT ST ur en 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213,79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. S.E. RUN = N/A P.C. STA. = 570+64.73 P,T. amp DESISM SPBE = 4 PR 5-6.24 CURB Sr GUTTER 143RD ST PROJECT LIMITS 575+36 575+0 INTERSECTION DESIGN STUDY FAU ROUTE 380 (143RD ST) WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040.00 -FP SCALE 1=50' PROJ. NO. - COUNTY WILL SJN : REV. NO. 7 DESIGNED BY C87(: 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRIC9 ENGRIEER DATE DISTRICT PRO RAM DEVELOPMENT ENGINEER DATE DIS. RCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CAOD FILE NAME I I I.D.S. SHEET 1 OF 7 BDE-9906 • Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Local Road 2050 8,300 AM 623 PM 676 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE Figure 48-6.A Proposed Design Element Value Level of Service E Location(s) of Exception IL 126 & 143rd St Intersection WB Left AM/PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $600,000.00 $300,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception In order to improve the LOS for the WB left turn lane, more green time needs to be provided to the left turn movement, which will increase vehicle delay and impact the LOS of the through movement of the major route. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES: (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M,) 140 SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 2050 30TH MAX. HOUR TRAFFIC [ve151hy A.M. 594 156 31 68 254 38 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 481 69 177 667 BASE SATURATION FLOW RATE (MO) 1900 1900 1906 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (v5N1) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M. N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILL7ATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO (C) A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 668 638 347 813 v/c RATIO (A) A.M. 0.909 0.261 0.772 0.781 0.168 0.736 0.737 0.447 0.675 P.M. 0.894 0.196 0,771 0.585 0.215 0.456 0A59 0.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 P.M. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAY(SECONDS) A.M. 51.5 24.9 77.7 63.2 34.9 51.5 51.6 34.8 45.3 P.M. 53.5 28.9 76.1 53.5 357 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. D C E E C ❑ 0 C D P.M. D C E D D D 0 C 0 APPROACH DELAY (SECONDSNEHICLE) A.M. 45.1 65.9 50.9 43.8 P.M, 40.6 59.5 390 405 APPROACH LEVEL -OF -SERVICE A.M. D E 0 D P.M. D E 0 D PHASE 1 PHASE 2 PHASE 3 ALL RED -1 a -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x-1.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 1.0 G =17.8 Sec. 3.5 1.0 G =32.2 Sec. 4.0 2.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL , G I I ILI yril �� �II ' W IG AM G =2.8 Sec. 3.50.0 G =0.3 Sec. 3.6 0.0 G =43.2 Sec. 4.0 2.0 PM G =.0 SOC. 3.5 0.0 G ..0 Sec. 3.5 0.0 G =49.7 Sec. 4.0 2.0 DESIGN YEAR nr H n S- C 2 m 3, TT 7T 7T TT PR TEMP EASE PR B-6_24 CURB & GUTTER TRAFFIC DATA MOVEMENT EXISTING2018 TRAFFIC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ESDATATE0 PERCENT INCREASE CV 2450 AM (PM) PROPOSED 2055 TRAFFICMOVEMENTS PROPOSED 2050 TRUCK[ PERCENTAGES AM. PA. A.M. P.M. AM PJA. AAA. P.M. AD (L) 79 172 24% 10% 0%[375) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%{11%) 422 867 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 51 54 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% N/A%(N/A%) 594 483 25% 25% CD (T) C 0 0% 0% N/A%(N/A%) 156 97 5% 5% CB (R) C 0 0% 0% N/A%(N/A%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) C 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(59%) 36 29 0% 0% TOTAL A 1340 1289 1876 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 259 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 TT 77 77 7T 7T CCU -0-00 535 ERL 5 RAGE !$ _ 535' E8L SEDRAGE PR ROW 0 PR B-6.24 C&G • -PR TEk EA5 r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPE 9-.24 CURB AND GUTTER ON THE OUTSIDE OF THE ROADWAYISHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE (E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH COMED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE 56TH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING 591, SBR, NBL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCEPTIONS: -INTERSECTION LOS 0 V'5 C (AMIPM) -LOS MIN C: EBL AMIPM LOS 0, WEL AM/PM LOS E, WBT AM LOS E, Wei PM LOS 0, SET AM/PM LOS 0. NBL PM LOS D, NBT AM/PM LOS D, NBR AMIPM LOS 0 -MIN SKEW 30', PROPOSED SKEW 35', ORIGINAL SKEW Sr ADDITIONAL NOTES. - NORTH AND WEST LEGS TO BECOME IL 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 59: 143RD TO 63RD I MONTGOMERY RD 143RD: WALLIN DR (US 30} TO IL 125 {MAIN ST} -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT fi� 1'13RD 5T A 569+2 .74 I ' ILLINOIS ROUTE 126 STA 37+47.22D ' P AR❑RAIL P' 8-• 4 CURB & BR R B-6.24 C LTI-USE PAT 10 oI \ \ J \\ \\\ `PR TEMP EASE \\ \ ♦ \\ \ -\\ \ \\ \ R R SIGMA ,a PR SI PR B-6 24 CURB & GUTTER I• J%ROW PR )IIEDIAT7 (4'' PR 5.6-6.06 R,SB-6.12 FF 422 79 A (FF) (667) (177) 594 (4831 156 (97) 31(24) 0 36 (29) 2340921 68 (66) /D 32 745 34 (23) (481) (69) 2750 PROJECTED ADT AM (PM) PREPAREO BY: PROJ. MGR. CMC CMT ENG. JJM 550 N COMMONS AURORA. IL 00504 (630)820.1022 0 ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER: 336 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI ,v VIFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. OSOW DESIGN YIN? Y. EXISTING ADT:S (2018) VPD WEST LEG. 2383 (20181 VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 (2050) VPD EAST LEG PROPOSED DESIGN SPEED: 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED: 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: RA. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER: EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION' MINOR ARTERIAL. 05066 DESIGN YIN? Y. EXISTING ADT: 16372 (20161 VPD SOUTH LEG. 17587 (2018) VPD NORTH LEG. 2060 DESIGN YEAR ADT: 16100 (2050) VPD SOUTH _EG, 24400 (2050) VPD NORTH LEG PROPOSED DESIGN SPEED: 45 MPH SOUTH LEG. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH I,F•yT IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION 2021. EXISTING METHOD OF TRAFFIC CONTROL: ONE-WAY STOP. PROPOSED METHOD-.. TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.6. DESIGN VEHICLE: WE -65 (N,5 & W LEGS), WB50 (E LEG) 8 I$N YEAR: 3.11159 ROUTE'i5 IGNATION: 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST S SOUTH LEGS DESIGN CRITERIA IL 126 N & S LEGS. EIDE CH. 48-6.A SUBURBAN I TWO-WAY ARTERIALS 143RD ST WEST LEG, BOE CH. 46-6A SUBURBAN / TWO-WAY ARTERIALS 143RD ST EAST LEG, au/ 32-21 URBAN LOCAL STREETS 750`R 50 SCALE IN FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RT) ❑=5°27'24° R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E.• RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.69 P,T. STA. = 570+05.48 100 LOCATION MAP DESIGN SPEED = 45 Z76' WB AEPROAcm 050 N CC 35TH NI D \4 US 30 _ _ 43 IL 126 LOCKPORT ST ur co 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213,79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. S.E. RUN = N/A P.C. STA. = 570+64.73 13,1. ,= 5RiefriA UESISS $PBE = 4 PR 5-6.24 CURB & GUTTER PER (]r30 ., 143RD ST PROJECT L1MTT5 575+36 575+0 INTERSECTION DESIGN STUDY FAU ROUTE 380 (143RD ST) WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040.00 -FP SCALE 1=50' SJN • PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY CVO. 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRIC9 ENGRIEER DATE DISTRICT PROGRAM DEVELOPMENT ENGINEER DATE UISURCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CADD FEE NAME I.D.S. SHEET 1 OF 7 BDE-9906 • Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Local Road 2050 8,300 AM 623 PM 676 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE 48-6.A Proposed Design Element Value Level of Service E Location(s) of Exception IL 126 & 143rd St Intersection WB Thru AM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $2,045,000.00 $1,800,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception In order to improve the LOS of the WB through lane, more green time needs to be allocated to the local route, which would increase the delay and impact the LOS of the major and state route. Additional lanes are needed which presents significant ROW and environmental impacts due to the bodies of water present north and south of the intersection. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES: (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 2050 30TH MAX. HOUR TRAFFIC (ve151h) A.M. 594 156 31 68 254 38 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 481 69 177 667 BASE SATURATION FLOW RATE NON 1900 1900 1906 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (v5Nh) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M. N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILL7ATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO (C) A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 688 638 347 813 v/c RATIO (A) A.M. 0.909 0.261 0.772 0.781 0.168 0.736 0.737 0.447 0.675 P.M. 0.894 0.196 0.771 0.585 0.215 0.456 0459 0.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 P.M. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAY/SECONDS) A.M. 51.5 24.9 77.7 63.2 34.9 51.5 51.6 34.8 45.3 P.M. 53.5 28.9 78.1 53.5 35.7 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. ❑ C E E C ❑ 0 C D P.M. D C E D D D 0 C 0 APPROACH DELAY (SECONDSNEHICLE) A.M. 45.1 65.9 50.9 43.6 P.M, 40.6 59.5 390 405 APPROACH LEVEL -OF -SERVICE A.M. D E 0 0 P.M. D E 0 D PHASE 1 PHASE 2 PHASE 3 ALL RED -3 m E -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x4.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 1.0 G =17.8 Sec. 3.5 lo G =32.2 Sec. 4.02.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL , G I iS ILI yril �� �II ' W IG AM G=2.9Sec. 3.50.0 G-0.3Sec. 3.6 0.0 G X3.2 Sec. 4.0 2.0 PM G =2.0 Sec. 3.5 0.0 G =.0 Sec. 3.5 0.0 G =49.7 See. 4.0 2.0 DESIGN YEAR nr H n S- C 2 m 3, TT 7T 7T TT PR TEMP EASE PR B-6_24 CURB & GUTTER TRAFFIC DATA MOVEMENT EXISTING2018 TRJFRC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ESTN ATED PERCENT INCREASE eY 2450 AM (PM) PROPOSED 2050 TRAFFICMOVEMENTS PROPOSED 2050 TRUCK[ PERCENTAGES AM. PA. A.M. P.M. AM PJA. AAA. P.M. AD (L) 79 172 24% 10% 0%[375) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%{11%) 422 667 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%)8%) 745 481 1% 1% BD (R) 31 64 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% N/A%(N/A%) 594 483 25% 25% CD (T) C 0 0% 0% N/A%(N/A%) 156 97 5% 5% CB (R) C 0 0% 0% N/A%(N/A%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) C 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1878 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 2EE9 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 TT 77 77 7T 7T CCU -0-00 535 ESL S RAGE !$ - 535' E8L SBDRAGE PR ROW 0 PR 5-6.24 C&G • -PR TEMQ EA5 r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPE B-.24 CURB AND GUTTER ON THE OUTSIDE OF THE ROADWAY/SHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE (E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH CONED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING 591, SBR, NEIL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCE'TIONS: -INTERSECTION LOS 0 V5 C (AMIPM) -LOS MIN C: BBL AMIPM LOS 0, WEL AM/PM LOS E, WBT AM LOS E, WET PM LOS 0, SET AM/PM LOS 0. NBL PM LOS 0, NBT AM/PM LOS D. NBR AMIPM LOS 0 -MIN SKEW 30', PROPOSED SKEW 35', ORIGINAL SKEW Sr ADDITIONAL NOTES. - NORTH AND WEST LEGS TO BECOME IL 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 69: 143RD TO 83RD I MONTGOMERY RD 143RD: WALLIN DR (US 30) TO IL 125 {MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT fi� 1$. 3RD 5T A 569+2 .74 I I'ILLINOIS ROUTE 126 STA 37+47.22D ' P AR❑RAIL PV/B-• 4 CURB & BR R B-6.24 C LTI-USE PAT 10 0I \ \ J \\ \\\ `PR TEMP EASE \\ \ ♦ \\ \ -\\ \ \\ \ R R SIGMA ;a PR Si g °o PR B-6 24 CURB & GUTTER 'I t J %GROW PR )IIEDIAT7 (4'' PR 5.8-6.06 R,SB-6.12 FF 422 79 A (FF) (667) (177) 594 (483) 166 (97) 31(24) 0 36 (20) 254 11921 68 (66) /D 32 745 34 (23) (481) (69) 2750 PROJECTED ADT: AM (PM) PREPAREO BY: PR❑J. MGR. CMC CMT ENS. JJM 550 N COMMONS AURORA. IL 00504 (690)820.1022 0 ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER, 315 MARKED ROUTE NUMBER N/A STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI dECIFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. OSOW DESIGN YIN? Y. EXISTING ADT-.0 (2018) VPD WEST LEG. 2383 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 (2050) VPD EAST LEG PROPOSED DESIGN SPEED: 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED: 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER, EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION' MINOR ARTERIAL. 050W DESIGN YIN? Y. EXISTING ADT: 16372 (20161 VPD SOUTH LEG. 17587 (2018) VPD NORTH LEG. 2050 DESIGN YEAR ADT: 16100 (2050) VPD SOUTH _EG, 24400 (2050) VPD NORTH LEG PROPOSED DESIGN SPEED: 45 MPH SOUTH LEG. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH LF_•y IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION 2021. EXISTING METHOD OF TRAFFIC CONTROL; ONE-WAY STOP. PROPOSED METHOD-.. TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.6. DESIGN VEHICLE: WE -65 (N,5 & W LEGS), WE -50 (E LEG) 8 I$N YEAR: 34060 r/R ROUTEI3gBIGNATION 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST & SOUTH LEGS DESIGN CRITERIA IL 126 N & S LEGS. BDE CH. 48-6.A SUBURBAN I TWO-WAY ARTERIALS 143RD ST WEST LEG, 00E CH. 4B -6A SUBURBAN / TWO -RAY ARTERIALS 143RD ST EAST LEG, au/ 32-21 URBAN LOCAL STREETS 750`R 50 SCALE IN FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RT) ❑=5°27'24° R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E. RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.68 P,T. STA. = 570+05.48 100 LOCATION MAP DESIGN SPEED = 45 Z76' WB AEPROAcm 150 N CC 85TH NI D \4 US 30 _ _ 43 IL 126 LOCKPORT ST ur 0 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213,79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. 5.E. RUN = N/A P.C. STA. = 570+64.73 1321. ,= 5RiefriA UESISN SPRE = 4 PR 5-6.24 CURB Sr GUTTER PER (]r30 ., 143RD ST PROJECT L1MTT5 575+36 575+0 INTERSECTION DESIGN STUDY FAU ROUTE 380 (143RD ST) WITH FAU ROUTE 323 (IL 126 ) MAIN ST SEC. NO. 06 -00040.00 -FP SCALE 1=50' SJN • PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY CMG: 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRIC9 ENONEER DATE DISTRICT PROGRAM DEVELOPMENT ENGINEER DATE DISURCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE GADD FIE NAME I I.D.S. SHEET 1 OF 7 EIDE-9906 • Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0380 143rd Street M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Local Road 2050 8,300 AM 623 PM 676 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE 48-6.A Proposed Design Element Value Level of Service D Location(s) of Exception IL 126 & 143rd St Intersection WB Thru PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $2,045,000.00 $1,800,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception In order to improve the LOS of the WB through lane, more green time needs to be allocated to the local route, which would increase the delay and impact the LOS of the major and state route. Additional lanes are needed which presents significant ROW and environmental impacts due to the bodies of water present north and south of the intersection. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES: (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 2050 30TH MAX. HOUR TRAFFIC (ve151h) A.M. 594 156 31 68 254 38 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 481 69 177 667 BASE SATURATION FLOW RATE(8ehV1) 1900 1900 1908 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (vEM1) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M. N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILVATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO () A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 688 638 347 813 v/c RATIO (A) A.M. 0.909 0.261 0.772 0.781 0.168 0.736 0.737 0.447 0.675 P.M. 0.894 0.196 0.771 0.585 0.215 0.456 0459 0.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 P.M. 464 151 123 347 42 346 346 260 788 LANE GROUP DELAY(SECONDS) A.M. 51.5 24.9 77.7 63.2 34.9 51.5 51.6 34.8 45.3 P.M. 53.5 28.9 78.1 53.5 357 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. ❑ C E E C ❑ ❑ C ❑ P.M. D C E ❑ D D D C D APPROACH DELAY (SECONDSNEHICLE) A.M. 45.1 65.9 50.9 43.6 P.M, 48.6 59.5 390 46.5 APPROACH LEVEL -OF -SERVICE A.M. D E 0 0 P.M. D E 0 D PHASE 1 PHASE 2 PHASE 3 ALL RED -3 a -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x-1.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 1.0 G =17.8 Sec. 3.5 1.0 G =32.2 Sec. 4.02.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL , G I ILI yril �� �II ' W IG AM G =2.9 Sec. 3.50.0 G =0.3 Sec. 3.500 G =43.2 Sec. 4.0 2.0 PM G =2.6 SOC. 3.5 0.0 G =.0 Sec. 3.5 0.0 G =49.7 Sec. 4.0 2.0 DESIGN YEAR nr H n S- C 2 m 3, TT 7T 7T TT PR TEMP EASE PR B-6_24 CURB & GUTTER TRAFFIC DATA MOVEMENT EXISTING2018 TRJFRC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ESTN ATED PERCENT INCREASE CV 2450 AM (PM) PROPOSED 2055 TRAFFICMOVEMENTS PROPOSED 2550 TRUCK[ PERCENTAGES AM. PA. A.M. P.M. AM PJA. AAA. P.M. AD(L) 79 172 24% 10% 0%(3%) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%(11%) 422 667 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 31 54 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% N/A°%(N/A%) 594 483 25% 25% CD (T) C 0 0% 0% N/A%(N/A%) 156 97 5% 5% CB (R) C 0 0%, 0% N/A%(N/A%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) 0 0 0% 0% N/A%(IJ/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1676 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 259 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 TT 77 77 7T 7T _ CCU -0-00 535 ERL S RAGE !$ _ 535' E8L SEDRAGE PR ROW 0 PR B-6.24 C&G • -PR TEk EA5 r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPE 6-.24 CURB AND GUTTER ON THE OUTSIDE OF THE ROADWAYISHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE (E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH COMED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE 111TH DOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING 591, SBR, NHL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCEPTIONS: -INTERSECTION LOS 0 V5 C (AMIPM) -LOS MIN C: EEL AM/PM LOS D, WEL AM/PM LOS E, WBT AM LOS E, WET PM LOS 0, SET AM/PM LOS 0. NBL PM LOS D, NBT AM/PM LOS D. NBR AMIPM LOS 0 -MIN SKEW 30', PROPOSED SKEW 35', ORIGINAL SKEW Sr ADDITIONAL NOTES. - NORTH AND WEST UE GS TO BECOME IL 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT: IL 59: 143RD TO 83RD I MONTGOMERY RD 143RD: WALLIN DR (US 30) TO IL 125 {MAIN ST) -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT fi� 1'13RD 5T A 569+2 .74 I I' -ILLINOIS ROUTE 126 STA 37+47,22D ' P ARDRAIL P' 8-• 4 CURB & BR R B-6.24 C LTI-USE PAT 10 0I \ \ J \\ \\\ `PR TEMP EASE \\ \ ♦ \\ \ -\\ \ \\ \ R R SIGMA ;.p PR SI g °o PR B-6 24 CURB & GUTTER 'I t J%ROW )I1EDIAl (4'' PR SA -6.06 R,SB-6.12 FF 422 79 A (FF) (667) (177) 594 (4831 156 (97) 31(24) 0 -- 3c (20) 254 11921 68 (66) /D 32 745 34 (23) (481) (69) 2750 PROJECTED ADT: AM (PM) PREPARE❑ BY: PROJ. MGR. CMC CMT ENG. JJM 550 N COMMONS AURORA. IL 00504 (690)820.1022 0 0 ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER: 330 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI ,v4IFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. ❑SOW DESIGN YIN? Y. EXISTING ADT-0 12018) VPD WEST LEG. 2383 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 (2050) VPD EAST LEG PROPOSED DESIGN SPEED: 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED: 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER: EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION: MINOR ARTERIAL. ❑5055 DESIGN YIN? Y. EXISTING ADT: 16372 (20161 VPD SOUTH LEG. 17587 (2018) VPD NORTH LEG. 2050 DESIGN YEAR ADT: 16100 (2050) VPD SOUTH _EG, 24400 (2050) VPD NORTH LEG PROPOSED DESIGN SPEED: 45 MPH SOUTH LEG. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH VI IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION 2021. EXISTING METHOD OF TRAFFIC CONTROL: ONE-WAY STOP. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.6. DESIGN VEHICLE: WE -65 (N,S & W LEGS), WB50 (E LEG) 8 I$N YEAR: 9411150 r/4 ROUTEI3gBIGNATION 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST 8 SOUTH LEGS DESIGN CRITERIA IL 126 N & S LEGS. BCE CH. 48-6.A SUBURBAN I TWO-WAY ARTERIALS 143RD ST WEST LEG, BOE CH. 48-6A SUBURBAN / TWO -RAY ARTERIALS 143RD ST EAST LEG, au/ 32-21 URBAN LOCAL STREETS 750`R 50 SCALE [N FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RI) ❑=5°27'24' R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E. RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.68 • P,T. STA. = 570+05.43 100 LOCATION MAP DESIGN SPEED = 45 - Z76' WB AEPROAcm 050 N LEHY' NI N D =s- \I- US 30 _ _ 43 IL 126 LOCKPORT ST ur 0 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213.79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. S.E. RUN = N/A P.C. STA. = 570+64.73 5RiefriA UESISN $PBE = 4 PR 5-6.24 CURB & GUTTER PER (]r30 ., 143RD ST PROJECT L1MTT5 575+36 575+0 C Ifj U- 7 T- LI1 N Z J 2 U I- Q a INTERSECTION DESIGN STUDY EAU ROUTE 380 (143RD ST) WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040.0O -FP SCALE 1=50' SJN • PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY CMG: 04/15/7(119 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRIC9 ENOIIEER DATE DISTRICT PROGRAM DEVELOPMENT ENGINEER DATE EISURCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CAOD FIE NAME I I.D.S. SHEET 1 OF 7 BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0323 Illinois Route 126 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 24,000 AM 1859 PM 2294 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE Figure 48-6.A Proposed Design Element Value Level of Service D Location(s) of Exception IL 126 & 143rd St Intersection SB Thru AM/PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $2,045,000.00 $1,800,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception In order to improve the LOS of the SB through lane, more green time needs to be provided to the through movement, which will increase delay and impact the LOS of the through movement of the major route. Cycle length is controlled by the IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) Fg AR ° SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HOS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS (P.M.) 140 'SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 2050 30TH MAX. HOUR TRAFFIC (ve151h) A.M. 594 156 31 68 254 38 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 491 69 177 667 BASE SATURATION FLOW RATE(YeIV1) 1900 1900 1904 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (vEN1) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILIZATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO () A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 668 638 347 813 v/c RATIO (k) A.M. 0.909 0.261 0772 0.751 0.168 0.736 0.737 0.447 0.675 P.M. 0.894 0.196 0.771 0.585 0.215 0.456 0.459 9.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 P.M. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAV(SECONDS) A.M. 51.5 24.9 77.7 63.2 34.9 51.5 51.6 34.8 453 P.M. 53.5 28.9 78.1 53.5 35.7 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. D C E E C D D C D P.M. D C E 0 D 0 0 C 0 APPROACH DELAY (SECONDSNEHICLE) A.M. 45.1 65.9 50.9 43.6 P.M, 48.6 59.5 39.0 48.5 APPROACH LEVEL -OF -SERVICE A.M. D E D D P.M. D E D 0 PHASE 1 PHASE 2 PHASE 3 J u1 ALL RED -3 m -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G =3.1.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 1.0 G =17.8 Sec. 3.5 1D G =32.2 Sec. 4.02.0 PHASE 4 PHASE 5 PHASE 6 W jj IL ILI } G I yril �� �II ' W IG AM G =2.9 Sec. 3.50.0 G =0.3 Sea. 3.500 G =43.2 Sea. 4.0 2.0 PM G =.0 SW- 3.5 0.0 G =.0 Sec. 3.5 0.0 G =49.7 Sec. 4.0 2.0 DESIGN YEAR 7. 7T 7T 7T p -- H n S 2 m CP -NT, H • CT7 - - 2.1 11 PR ROW PR TEMP EASE TT 77 TT TT TT TT 79 143RD -ST PR 3.6.24 CURB & GUTTER TRAFFIC DATA MOVEMENT E51ST1NG201S TRAFFIC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ESTIMATED PERCENT INCREASE CV 2430 AM IPM) PROPOSED 2055 TRAFFIC MOVEMENTS PROPOSED 2530 TRNCR PERCENTAGES AM. PM A.M. P.M. AM PJA. A.A.I. P.M. AD(L) 70 172 24% 10% 0%(3%) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%(11%) 422 667 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 31 64 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% N/A%(N/A%) 594 483 25% 25% CD (T) C 0 0% 0% N/A%(N/A%) 156 97 5% 5% CB (R) C 0 0°% 0% N/A%(N/A%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) C 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1676 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 2`.9 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 // =\ 535 EBL S RAGE !$ - 535' E8L ST80RAGE PR ROW 0 PR B-6.24 C&G • -PR TEMQ EA5 r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPE 134324 CURB AND GUTTER ON THE OUTSIDE OF THE ROADWAYISHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE (E-E1OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH COMED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE NITH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING 591, SBR, NHL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCE'TIONS: -INTERSECTION LOS 0 V'5 C (AMIPMI -LOS MIN C: EBL AMIPM LOS D, WEL AM/PM LOS E, WBT AM LOS E, WET PM LOS 0, SET AM/PM LOS 0. NEL PM LOS D, NBT AM/PM LOS D. NBR AMIPM LOS 0 -MIN SKEW 30', PROPOSED SKEW 35', ORIGINAL SKEW 54• ADDITIONAL NOTES. - NORTH AND WEST LEGS TO BECOME IL 128 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 69: 143RD TO 83RD I MONTGOMERY RD 143RD: WALLIN DR (US 301 TO IL 128 {MAIN ST} -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT 4 1'13RD ST A 569+2 .74 I ' 1LLINOIS ROUTE 126 STA 37+47.220 ' P ARDRAIL P' 8-• . 4 CURB & 9R R 10 D, \ \ J \\ . \\ PR TEMP EASE \\ \ ♦ \\ \ R R SIGMA 1c PR Si g PR 0.6 24 CURB & GUTTER 'I t J%ROW )IIEDIAT7 (4'' PR SA -6.06 R,SB-6.12 0 0o V a o 1 N I FF 422 79 A (FF) [667) (177) 59,1(4831 156 (97) 31(24) ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER: 330 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI .v VI FICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. OSOW DESIGN YIN? Y. EXISTING ADTA 12018) VPD WEST LEG. 2383 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 120501 VPD EAST LEG PROPOSED DESIGN SPEED 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER, EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION, MINOR ARTERIAL- OSOW DESIGN PINT Y. EXISTING ADT: 16372 (20161 VPD SOUTH LEG. 17587 (2018) VPD NORTH LEG. 2050 DESIGN YEAR ADT: 18100 (2050) VPD SOUTH _EG, 24400 (2050) VPD NORTH LEG PROPOSED DESIGN SPEED 45 MPH SOUTH LEG. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH AF_•y IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION 2021. EXISTING METHOD OF TRAFFIC CONTROL: ONE-WAY STOP. PROPOSED METHOD TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8 - DESIGN VEHICLE: WE -05 (N,5 & W LEGS), WE -50 (E LEG) 8 IGN YEAR: 3.91410 479 ROUTE'b IGNATION: 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST 8 SOUTH LEGS DESIGN CRITERIA IL 126 N & S LEGS. EIDE CH. 46-6 A SUBURBAN / TWO-WAY ARTERIALS 143RD ST WEST LEG, 80E CH- 46-6A SUBURBAN 1 TW0-'NAY ARTERIALS 143RD ST EAST LEG, au/ 32-21 URBAN LOCAL STREETS 75o, R r a--EIS-mw 36 (29) 254 (1921 68 (66) /D 32 745 34 (23) (481)(69) 2150 PROJECTED ADT: AM (PM) PREPAREO BY: PR❑J. MGR. CMC CMT ENG. JJM 650 N COMMONS AURORA. IL 00504 (W) 620.1022 0 FAU ROUTE 380 (143RD ST) 50 SCALE [N FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RI) ❑=5°27'24' R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E.• RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.68 P,T. STA. = 570+05.43 100 LOCATION MAP DESIGN SPEED = 45 Z76' w6 APPROACA 950 N LEHY' NI N D =s- \I- \4 US 38 _ _ 43 IL 126 LOCKPORT ST co - 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213,79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. S.E. RUN = N/A P.C. STA. = 570+64.73 amp UESISN SPRE = 4� PR 5-6.24 CURB Cr GUTTER PER (]:30 .� 143RD ST PROJECT LIMITS 575+36 575+0 INTERSECTION DESIGN STUDY WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040.00 -FP SCALE 1=50' SJN • PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY CMG: 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRICS ENGINEER DATE DISTRICT PROGRAM DEVELDPMENT ENGINEER DATE DISTRCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CAOD FEE NAME I I.D.S. SHEET 1 OF 7 BDE-9906 • Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0323 Illinois Route 126 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 24,000 AM 1859 PM 2294 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE Figure 48-6.A Proposed Design Element Value Level of Service D Location(s) of Exception IL 126 & 143rd St Intersection NB Left PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $2,045,000.00 $1,800,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception In order to improve the LOS for the NB Left turn lane, more green time needs to be provided to the left turn movement., which will increase the delay and impact the LOS of the thru movements of the major route. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) g ° SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES: (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS (P.M.) 140 SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 2050 30TH MAX. HOUR TRAFFIC (ve151h) A.M. 594 156 31 68 254 38 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 481 69 177 667 BASE SATURATION FLOW RATE WO) 1900 1900 1904 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RIGHT TURN ON RED (v8N1) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILL7ATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 432 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO (9/C) A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 668 638 347 813 v/c RATIO (k) A.M. 0.909 0.261 0.772 0.781 0.168 0.736 0.737 0.447 0.675 P.M. 0.894 0.196 0.771 0.585 0.215 0.456 0.459 9.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 PM. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAY(SECONDS) A.M. 51.5 24.9 77.7 63.2 34.9 51.5 51.6 34.8 453 P.M. 53.5 28.9 78.1 53.5 357 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. ❑ C E E C D D C D P.M. D C E D 0 0 0 C D APPROACH DELAY (SECONDSNEHICLE) A.M. 45.1 65.9 50.9 43.6 P.M, 48.6 59.5 39.0 48.5 APPROACH LEVEL -OF -SERVICE A.M. D E D D P.M. D E ❑ 0 PHASE 1 PHASE 2 PHASE 3 ALL RED -3 m -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x-1.4 Sec. 4.0 2.0 PAT G =77 -3 -Sec. 3.5 to G =17.8 Sec. 3.5 1D G =32.2 Sec. 4.0 2.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL . I 1' G I ILI yril �� �II ' W IG AM G =2.9 Sec. 3.50.0 G =0.3 Sec. 3.60x) G X3.2 Sec. 4.0 2.0 PM G =.0 SOC. 3.5 0.0 G =.0 Sec. 3.5 0.0 G =49.7 580. 4.0 2.0 DESIGN YEAR nr H n S 2 m 7T7T7T7T CP CP^ H • Uri CT7 � - 2.1 PR PR ROW PR TEMP EASE 7T TT TT TT TT 79 143RD -ST PR B-6_24 CURB & GUTTER TRAFFIC DATA MOVEMENT E81ST1NG2415 TRAFFIC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ESTN ATED PERCENT INCREASE CV 2450 AM (PM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2050 TRUCK PERCENTAGES AM. PIA. A.M. PIA. AM PJA. AM. P.M. AD(L) 70 172 24% 10% 0%(3%) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%{11%) 422 867 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 31 64 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% N/A%(N/A%) 594 483 25% 25% CD (T) 0 0 0% 0% N/A%(N/A%) 156 97 5% 5% CB (R) C 0 0% 0% N/A%(N/A%) 31 24 0% 0% DB (L) 33 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) 0 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1876 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 259 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPES -6.24 CURB AND GUTTER ON THE OUTSIDE OF 1HE ROADWAYISHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE (E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH COMED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE 111TH IDOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING 561, SBR, NHL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCE'TIONS: -INTERSECTION LOS 0 V5 C (AMIPM) -LOS MIN C: EBL AM/PM LOS 0, WEL AM/PM LOS E, WBT AM LOS E, WET PM LOS 0, SET AM/PM LOS 0. NBL PM LOS D. NBT AM/PM LOS D. NBR AMIPM LOS 0 -MIN SKEW 30', PROPOSED SKEW 35', ORIGINAL SKEW 54• ADDITIONAL NOTES. - NORTH AND WEST UE GS TO BECOME IL 126 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 59: 143RD TO 63RD I MONTGOMERY RD 143RD: WALLIN DR (US 30} TO IL 128 {MAIN ST} -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT • 1'13RD ST A 569+2 .74 I 'ILLINOIS ROUTE 126 STA 37+47.22D ' P ARDRAIL PBB-• 4CURB& BR R P 49L)[AN 35 ERL S RAGE !$ - 535' E8L SEDRAGE PR ROW 0 PR B-6.24 C&G • -PR TEMQ EA5 r.. B-6.24 C 10 D, \ \ J \\ , \\ PR TEMP EASE \\ \ ♦ \\ \ R R SIG NA a PR Si 830 PR 0.6 24 CURB & GUTTER 'I t J %GROW )IIEDIA4 (4'' PR SA -6.06 0 RISE -6.12 FF 422 79 A (FF) (667) (177) 59,1(4831 156 (97) 31(24) 0 ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER: 336 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI 4V 4IFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. OSOW DESIGN YIN? Y. EXISTING ADT:0 12018) VPD WEST LEG. 2383 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 120501 VPD EAST LEG PROPOSED DESIGN SPEED 40 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER: EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION' MINOR ARTERIAL- OSOW DESIGN YIN? Y. EXISTING ADT: 16372 (2018) VPD SOUTH LEG. 17587 (2018} VPD NORTH LEG. 2050 DESIGN YEAR ADT: 18100 (2050) VPD SOUTH _EG, 24400 12050) VPD NORTH LEG PROPOSED DESIGN SPEED 45 MPH SOUTH LEG. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH I,F•yT IMPROVEMENT TYPE: RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION 2021. EXISTING METHOD OF TRAFFIC CONTROL: ONE-WAY STOP. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.8. DESIGN VEHICLE: WE -05 (N,S & W LEGS), WB50 (E LEG) 8 I$N YEAR: 2111150 r/e RDUTE'b IGNATICN' 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST 8 SOUTH LEGS DESIGN CRITERIA IL 126 N & S LEGS. EIDE CH. 48-6.A SUBURBAN I TWO-WAY ARTERIALS 143RD ST WEST LEG, BOE CH. 48-6-A SUBURBAN / TWO-14/AY ARTERIALS 143RD ST EAST LEG, SLA 32-21 URBAN LOCAL STREETS 75o, R r a--EIS-mw %i I Lsl 36 (20) 254 11921 68 (66) /D 32 745 34 (23) (481)(69) 2750 PROJECTED ADT: AM (PM} PREPAREO BY: PROJ. MGR. CMC CMT ENG. JJM 550 N COMMONS AURORA. IL 00504 (690)820.1022 0 50 SCALE [N FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RT) ❑=5°27'24" R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E. RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.68 P,T. STA. = 570+05.48 100 LOCATION MAP DESIGN SPEED = 45 Z76' WB AEPROACyq 950 N CC \5h I'l35TH NI c!)D =s- NI- \4 US 30 _ _ 43 IL 126 LOCKPORT ST co - 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213,79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. S.E. RUN = N/A P.C. STA. = 570+64.73 BWI OESISt4 SPRE = 4� PR 5-6.24 CURB Sr GUTTER PER []r30 ., 143RD ST PROJECT LIMITS 575+36 575+0 INTERSECTION DESIGN STUDY FAU ROUTE 380 (143RD ST) WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040 -00 -FP SCALE 1=50' SJN' PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY CM(: 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRICS ENGNIEER DATE DISTRICT PROGRAM DEVELOPMENT ENGINEER DATE EISURCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE GADD FILE NAME I I.D.S. SHEET 1 OF 7 BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0323 Illinois Route 126 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 24,000 AM 1859 PM 2294 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE Figure 48-6.A Proposed Design Element Value Level of Service D Location(s) of Exception IL 126 & 143rd St Intersection NB Thru AM/PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $2,045,000.00 $1,800,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception In order to improve the LOS for the NB Thru lane, more green time needs to be provided to the thru movement, which will increase the delay and impact the LOS of the thru movements of the major route. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) Fg AR ° SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS {P.M.) 140 'SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 1 0 2050 30TH MAX. HOUR TRAFFIC (va311R1) A.M. 594 156 31 68 254 38 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 481 69 177 667 BASE SATURATION FLOW RATE WO) 1900 1900 1909 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RIGH- TURN ON RED (v5M)) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M. N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILI7ATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO (C) A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 668 638 347 813 v/c RATIO (k) A.M. 0.909 0.261 0772 0.751 0.168 0.736 0.737 0.447 0.675 P.M. 0.894 0.196 0.771 0.585 0.215 0.456 0.459 9.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 PM. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAY(SECONDS) A.M. 51.5 24.9 77.7 53.2 34.9 51.5 51.6 34.8 453 P.M. 53.5 28.9 78.1 53.5 357 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. ❑ C E E C D 0 C 0 P.M. D C E 0 0 D 0 C D APPROACH DELAY (SECONDSNEHICLE) A.M. 45.1 65.9 50.9 43.6 P.M, 48.6 59.5 39.0 48.5 APPROACH LEVEL -OF -SERVICE A.M. D E D D P.M. D E D 0 PHASE 1 PHASE 2 PHASE 3 J 1g m ALL RED -1 -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x4.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 1.0 G =17.8 Sec. 3.5 1D G =32.2 Sec. 4.02.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL } G I ILI yril �� �II ' W IG AM G =2.5 Sec. 3.50.0 G =0.3 Sea. 3.50x) G =43.2 Sea. 4.0 2.0 PM G =.0 SW. 3.5 0.0 G =.0 Sec. 3.5 0.0 G =49.7 Sec. 4.0 2.0 DESIGN YEAR TT 2 m CP -NT, H • CT7 - - 2.111 PR ROW PR TEMP EASE 7T TT TT TT TT 79 143RD -ST PR 3.6.24 CURB & GUTTER TRAFFIC DATA MOVEMENT OUSTING 200 TRAFFIC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ES/MATED PERCENT INCREASE CV 2450 AM IPM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2059 TRUCK PERCENTAGES AM. PA. A.M. P.M. AM PJA. AAA. P.M. AD (L) 70 172 24% 10% 0%(375) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%(11%) 422 667 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 31 64 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% N/A%(N/A%) 594 483 25% 25% CD (T) C 0 0% 0% N/A%(N/A%) 156 97 5% 5% CB (R) C 0 0°% 0% N/A%(N/A%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) 0 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA (R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1876 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 2`.9 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 - 535 EBL S RAGE !$ - 535' EEL STRAGE PR ROW 0 PR B-6.24 C&G • -PR TEMQ EA5 r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPES -6.24 CURB AND GUTTER ON THE OUTSIDE OF THE ROADWAYISHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE (E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH CONED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE WITH DOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING SBL, SBR, NHL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCE'TIONS: -INTERSECTION LOS 0 V'S C (AM/PM1 -LOS MIN C: EBL AM/PM LOS 0, WEL AM/PM LOS E, WBT AM LOS E, WET PM LOS 0, SET AM/PM LOS 0. NEL PM LOS 0, NBT AM/PM LOS D. NBR AMIPM LOS 0 -MIN SKEW 30°, PROPOSED SKEW 35', ORIGINAL SKEW 54• ADDITIONAL NOTES. - NORTH AND WEST LEGS TO BECOME IL 128 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 69: 143RD TO 63RD I MONTGOMERY RD 143RD: WALLIN DR (US 30) TO IL 128 {MAIN ST} -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT 4• 1'13RD 5T A 569+2 .74 I ' 1LLINOIS ROUTE 126 STA 37+47.220 ' P ARDRAIL P' 8-• . 4 CURB & 9R R 10 D, \ \ J \\ . \\ PR TEMP EASE \\ \ ♦ \\ \ R R SIG NA c PR SI PR 0.6 24 CURB & GUTTER I J%ROW )I1EDIAl (4'' PR 5..8-6.06 R,SB-6.12 FF 422 79 A (FF) [667) (177) 59,1(4831 156 (97) 31 (24/ 0 36 (29) 254 11921 68 (66) /D 32 745 34 (23) (481){69) 2150 PROJECTED ADT: AM (PM) PREPAREO BY: PROJ. MGR. CMC CMT ENG. JJM 550 N COMMONS AURORA. IL 00504 (630)620.1022 0 ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER: 330 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI AssIFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. OSOW DESIGN YIN? Y. EXISTING ADT:S 12018) VPD WEST LEG. 2383 (2018) VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 (20501 VPD EAST LEG PROPOSED DESIGN SPEED 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER, EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION, MINOR ARTERIAL. OSOW DESIGN TINT Y. EXISTING ADT: 16372 (2018) VPD SOUTH LEG. 17587 (2018) VPD NORTH LEG. 2050 DESIGN YEAR ADT: 16100 (2050) VPD SOUTH _EG, 24400 [2050) VPD NORTH LEG PROPOSED DESIGN SPEED 45 MPH SOUTH LED. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH LF_•y IMPROVEMENT TYPE RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2021. EXISTING METHOD OF TRAFFIC CONTROL; ONE-WAY STOP. PROPOSED METHOD: TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.6. DESIGN VEHICLE: WE -05 (N,S & W LEGS), WE -50 (E LEG) 8 IGN YEAR: ROUTE'b IGNATION: 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST 8 SOUTH LEGS DESIGN CRITERIA IL 126 N & S LEGS. ODE CH. 46-8 A SUBURBAN / TWO-WAY ARTERIALS 143RD ST WEST LEG, BOE CH. 46-6A SUBURBAN / TWO-WAY ARTERIALS 143RD ST EAST LEG, au/ 32-21 URBAN LOCAL STREETS 75o, R 50 SCALE [N FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RT) ❑=5°27'24" R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E.• RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.68 P,T. STA. = 570+05.48 100 LOCATION MAP DESIGN SPEED = 45 Z76' WB AEPROACyq 150 N LEHY' NI N D =s- \I- US 30 _ _ 43 1L 126 LOCKPORT ST co - 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213.79' L = 421.81' E = 21.54' e = N/A T.R. = NO S.E. S.E. RUN = N/A P.C. STA. = 570+64.73 8MA UE N SPRE = 4� PR 6-6.24 CURB Sr GUTTER PER (]r30 .� 143RD ST PROJECT MITTS 575+36 575+0 INTERSECTION DESIGN STUDY FAU ROUTE 380 (143RD ST) WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040.00 -FP SCALE 1=50' SJN • PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY CMG: 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRICS ENGRIEER DATE DISTRICT PRO RAM DEVELDPMENT ENGINEER DATE /AS. RCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE GADD FILE NAME I I I.D.S. SHEET 1 OF 7 BDE-9906 Design Exception Request Project Identification Page 1 of 2Printed 3/3/21 BDE 3100 (Rev. 02/05/16) Key Route Marked Route/Road Name Contract #State Job # FAU 0323 Illinois Route 126 M-9003(273) Section County(ies)Municipality 06-00040-00-FP Will Village of Plainfield Local Agency LRS Section #Permit Applicant Permit # Village of Plainfield 06-00040-00-FP Project Limits Illinois Route 59 to Illinois Route 126 Project Length Current Posted Speed 2.09 miles 35 Estimate of Cost Functional Classification Design Yr Design Traffic ADT Design Traffic DHV 59,000,000 Minor Arterial 2050 24,000 AM 1859 PM 2294 On the NHS System? Structure Numbers Type of Project (Construction, Reconstruction, 3R, 3P, SMART, HSIP, etc.) NoYes Construction, Reconstruction Brief Project Description Extension of 143rd Street between Illinois Route 59 to Illinois Route 126 EXCEPTION DOCUMENTATION Level of Exception Level One Level Two Design Element for Which an Exception is Requested Intersection Movement Level of Service Design Element Policy Value Level of Service C Per BDE Figure 48-6.A Proposed Design Element Value Level of Service D Location(s) of Exception IL 126 & 143rd St Intersection NB Right AM/PM Crash History and Potential of Exception Location(s) 32 total crashes between 2012 and 2018. None of the crashes were related to this design exception and this was not a 5% location from 2012-2018. Proposed scope of work will not impact safety and operations related to this exception request. Cost of Using Policy Value Cost of Using Proposed Exception Value $2,045,000.00 $1,800,000.00 Impacts Other Than Cost of Using Policy Value N/A Proposed Mitigation to Address Exception None Geometric Compatibility with Adjacent Sections Compatible Potential Effects on Other Design Elements N/A Page 2 of 2 BDE 3100 (Rev. 02/05/16)Printed 3/3/21 Potential Impacts on Mobility or Traffic Operations N/A Summary of Justification for Exception In order to improve the LOS for the NB Right, more green time needs to be provided to the thru/right movement, which will increase the delay and impact the LOS of the thru movements of the major route. Cycle length controlled by IL 59 corridor interconnect. Coordination Meeting Date Prepared By Date 02/10/2021 Mike Wittkop, PE (Crawford, Murphy & Tilly, Inc.)05/04/2020 PAVEMENT/RESURFACING EXCEPTIONS New Pavement Pavement Widening Resurfacing Design Period/ Expected Service Life Design Year Structural Design Traffic %PV %SU %MU Design Element Policy Value Proposed Design Element Value Location(s) of Exception Cost of Using Policy Value Cost of Using Proposed Element Value Summary of Justification Prepared By Date APPROVAL/DISAPPROVAL BDE Approval Date 02/10/2021 FHWA Approval Date (Level One) g ° SIGNALIZED CAPACITY DESIGN ANALYSIS PROGRAM USED: HCS , VERSION: CYCLE 7 SIGNAL LOS TYPE: SEC. ❑ ACTUATED AREA TYPE: PEAK LOS OTHER NUMBER OF PHASES; (AM.) INTERSECTION DELAY/LEVEL-OF-SERVICE 6 (P.M.) 6 LENGTH: (A.M.)140 SECONDS (P.M.) 140 'SEC. P.M. 47.0 SECONDS HOUR FACTOR. ❑ 0.92 A.M. 49.8 APPROACH EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LANE GROUP L T R L T R L T R L T R NUMBER OF LANES 2 1 0 1 1 0 1 2 0 1 I 0 2050 30TH MAX. HOUR TRAFFIC (va311R1) A.M. 594 156 31 68 254 35 32 745 34 79 422 P.M. 483 97 24 66 192 29 23 481 69 177 667 BASE SATURATION FLOW RATE (MN 1900 1900 1909 1900 1900 1900 1900 1900 1900 1900 2000 LANE WIDTH (FT) 12 12 12 12 12 12 12 12 VOLUME OF RICH- TURN ON RED (vEM1) AM. N/A P.M_ N/A A.M. N/A P.M. NIA R.M- N/A P.M. N/A A.M. N/A P.M. N/A PEDESTRIANS/HOUR (ped/h) A.M. 20 P.M. 20 A.M. N/A P.M. N/A A.M. N/A P.M. N/A A.M. N/A P.M. N/A ARRIVAL TYPE (AM 8 PM) 3 4 3 3 3 3 3 3 3 3 3 LANE UTILI2ATION ADJ. FACTOR 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 GREEN TIME (SECONDS) A.M. 35.7 62.6 62.6 7.5 34.4 34.4 20.6 43.2 43.2 21.4 47.0 P.M. 29.6 54.5 54.5 7.3 32.2 32.2 9.5 49.7 49.7 40.6 56.2 GREEN RATIO () A.M. 0.26 0.45 0.05 0.25 0.15 0.31 0.31 0.15 0.34 P.M. 0.21 0.39 0.05 0.23 0.07 0.36 0.36 0.29 0.40 CAPACITY (c) A.M- 710 778 96 _ 404 207 579 570 192 680 P.M. 587 671 93 411 116 668 638 347 813 v/c RATIO (k) A.M. 0.909 0261 0772 0.781 0.168 0.73$ 0.737 0.447 0.675 P.M. 0.894 0.196 0.771 0.585 0.215 0.456 0.459 9.555 0.891 STORAGE QUEUE (FEET) A.M. 534 210 127 486 54 528 528 150 547 P.M. 464 151 123 347 42 346 346 260 786 LANE GROUP DELAV(SECONDS) A.M. 51.5 24.9 77.7 63.2 34.9 51.5 51.6 34.8 45.3 P.M. 53.5 28.9 78.1 53.5 35.7 37.0 37.1 31.1 53.2 LANE GROUP LEVEL -OF -SERVICE A.M. ❑ C E E C D D C D P.M. D C E 0 0 0 0 C D APPROACH DELAY (SECONDSNEHICLE) A.M. 45.1 65.9 50.9 43.6 P.M, 46.6 59.5 39.0 48.5 APPROACH LEVEL -OF -SERVICE A.M. D E D D P.M. D E ❑ 0 PHASE 1 PHASE 2 PHASE 3 J u1 ALL RED -3 m -e AMBER ALL RED AM G =7.5 Sec. 3.5 1.0 0 =23.7 Sec. 3.5 1.0 G x-1.4 Sec. 4.0 2.0 PAT G =7.3 -Sec. 3.5 1.0 G =17.8 Sec. 3.5 1D G =32.2 Sec. 4.0 2.0 PHASE 4 PHASE 5 PHASE 6 W jj I IL } G I ILI yril �� �II ' W IG AM G =2.9 Sec. 3.50.0 G =0.3 Sea. 3.500 G =43.2 Sec. 4.0 2.0 PM G =.0 SW- 3.5 0.0 G =.0 Sec- 3.5 0.0 G =49.7 Sec. 4.0 2.0 DESIGN YEAR 7. 7T 7T 7T p -- H n S 2 m CP CP^ H • UTI CT7 - - CJ 2.1 PR ROW PR TEMP EASE TT 77 TT TT TT TT 79 143RD -ST PR 3.6.24 CURB & GUTTER TRAFFIC DATA MOVEMENT BUSTING 2018 TRAFFIC MOVEMENTS EXISTING 2018 TRUCK PERCENTAGES ESTIMATED PERCENT INCREASE CV 2450 AM IPM) PROPOSED 2050 TRAFFIC MOVEMENTS PROPOSED 2059 TRUCK PERCENTAGES AM. PA. A.M. P.M. AM PJA. A.M. P.M. AD(L) 70 172 24% 10% 0%(3%) 79 177 15% 5% AB (T) 437 593 16% 4% -.3%{11%) 422 867 1% 1% AC (R) 0 0 0% 0% N/A%(N/A%) BC (L) C 0 0% 0% NIA%(N/A%) 32 23 1% 1% BA(T) 714 454 8% 7% 4%(6%) 745 481 1% 1% BD (R) 31 64 32% 34% 9%(7%) 34 69 0% 0% CA (L) C 0 0% 0% KJ/A°%[NIA%) 594 483 25% 25% CD (T) C 0 0% 0% N/A4%[N/A%) 156 97 5% 5% CB (R) C 0 0% 0% N/A%(N/A%) 31 24 0% 0% DB (L) 30 18 36% 6% 43%(73%) 68 66 1% 1% DC (T) C 0 0% 0% N/A%(N/A%) 254 192 15% 5% DA(R) 110 70 11% 3% -67%(-59%) 36 29 0% 0% TOTAL A 1340 1289 1876 1837 TOTAL S 1221 1229 1332 1330 TOTAL C C 0 1067 819 TOTAL D 2`.9 306 627 630 T = THROUGH, L = LEFT, R = RIGHT 0 // '\ 535 EBL S RAGE !$ - 535' E8L ST80RAGE PR ROW 0 PR B-6.24 C&G • -PR TEME EA5 r.. GENERAL NOTES 1. ARE PROFILES PROVIDED' YES IF NOT, STATE REASON WHY: -- 2. TYPE B-6.24 CURB AND GUTTER ON THE OUTSIDE OF THE ROADWAYISHOULDERS. 3. TYPE M-6.06 CURB AND GUTTER TO BE USED ONM CHANNELIZING ISLAND 4. ALL DIMENSIONS ARE (E -E) OF PAVEMENT, UNLESS OTHERWISE NOTED THE RIGHT-OF-WAY LIMITS ARE PRELIMINARY. DESIGN VEHICLE TURNING MOVEMENTS ARE ACCOMMODATED PER AUTOTURN SOFTWARE. VERSION 10.2. 5. EXPECTED BICYCLE I PEDESTRIAN USAGE: PRESERVE FUTURE PATH CROSSING SOUTH LEG FOR 6. PARK DISTRICT PATH THROUGH CONED CORRIDOR ALL ENTRANCES AS SHOWN. IN COMPLIANCE 50TH !DOT 'POLICIES ON ACCESS TO STATE HIGHWAYS'. THE SCOPE OF WORK: RECONSTRUCTION, ADDITION OF WEST LEG. REALIGN EAST LEG. ADDING 591, SBR, NHL. ADDITIONAL THRU LANE. INTERSECTION DESIGN EXCE'TIONS: -INTERSECTION LOS 0 C (AMIPM) -LOS MIN C: EBL AMIPM LOS D, WEL AM/PM LOS E, WBT AM LOS E, WET PR' LOS 0, SET AM/PM LOS 0. NEL PM LOS D, NBT AM/PM LOS D. NBR AMIPM LOS 0 -MIN SKEW 30', PROPOSED SKEW 35', ORIGINAL SKEW 54• ADDITIONAL NOTES. - NORTH AND WEST LEGS TO BECOME IL 128 UPON PROJECT COMPLETION AND JURISDICTIONAL TRANSFER. SOUTH LEG TO BECOME LOCAL ROUTE UNDER JURISDICTION OF PLAINFIELD -INTERSECTION IS NOT 5% LOCATION -INTERCONNECT IL 69: 143RD TO 83RD I MONTGOMERY RD 143RD: WALLIN DR (US 30} TO IL 128 {MAIN ST} -ALL SIDEWALKS AND CROSSWALKS ARE IN COMPLIANCE WITH THE AMERICAN DISABILITIES ACT 4� 1'13RD ST A 569+2 .74 I ''ILLINOIS ROUTE 126 STA 37+47.22D ' P ARDRAIL PV 8-• . 4 CURB & 9R R 10 D, \ \ J \\ . \\ PR TEMP EASE \\ \ ♦ \\ \ R R SIGMA PR 0.6 24 CURB & GUTTER I J%ROW PR )IIEDIAi(4'' PR 5R-6.06 R,SB-6.12 ,c PR SI 0 ID V a o 1 N I FF 422 79 A (FF) [667) [177) 594 (483) 156 (97) 31(24}-\\ 36 (29) 254 11921 68 166) /D 32 745 34 (23) [481)369) 2150 PROJECTED ADT: AM (PM) PREPAREO BY: PROJ. MGR. CMC CMT ENG. JJM 650 N COMMONS AURORA. IL 00504 (690)620.1022 0 ELEMENTS CONTROLLING DESIGN PREFERRED ROUTE: F.A.U. ROUTE NUMBER: 330 MARKED ROUTE NUMBER WA STREET NAME: 143RD STREET. SRA ROUTE YIN? N. FUNCTIONAL CI .v VIFICATION: WEST LEG MINOR ARTERIAL, EAST LEG LOCAL ROAD. OSOW DESIGN YIN? Y. EXISTING ADT:S (2018) VPD WEST LEG. 2383 (20181 VPD EAST LEG. 2050 DESIGN YEAR ADT: 14100 (2050) VPD WEST LEG, 8300 (20501 VPD EAST LEG PROPOSED DESIGN SPEED: 45 MPH WEST LEG. 40 MPH EAST LEG. PROPOSED POSTED SPEED: 40 MPH WEST LEG, 35 MPH EAST LEG SECONDARY ROUTE: F A. ROUTE NUMBER FAU 323_ MARKED ROUTE NUMBER, EXISTING IL 126_ STREET NAME: MAIN ST. SRA ROUTE YIN? N. FUNCTIONAL CLASSIFICATION, MINOR ARTERIAL. OSOW DESIGN TINS Y. EXISTING ADT: 16372 [20161 VPD SOUTH LEG. 17587 (2018} VPD NORTH LEG. 2050 DESIGN YEAR ADT: 16100 [2050) VPD SOUTH _EG, 24400 [2050] VPD NORTH LEG PROPOSED DESIGN SPEED: 45 MPH SOUTH LEO. 50 MPH NORTH LEG. PROPOSED POSTED SPEED: 45 MPH SOUTH LEG. 45 MPH NORTH LEI IMPROVEMENT TYPE RECONSTRUCTION. ANTICIPATED YEAR OF CONSTRUCTION: 2021. EXISTING METHOD OF TRAFFIC CONTROL: ONE-WAY STOP. PROPOSED METHOD TRAFFIC SIGNAL. SIGNAL WARRANT: 1,2.6. DESIGN VEHICLE: WB55 (N,5 & W LEGS), W650 (E LEG) 8 IGN YEAR: 9611.50 r/4 RDUTE'i3 IGNATICN: 143RD WEST LEG CL I I . IL 126 CL II NORTH LEG PREFERRED ROADWAY: NORTH AND WEST LEGS SECONDARY ROADWAY: EAST & SOUTH LEGS DESIGN CRITERIA: IL 126 N & S LEGS. EIDE CH. 484i.A SUBURBAN / TWO-WAY ARTERIALS 143RD ST WEST LEG, 80E CH- 46-6A SUBURBAN / TWO-WAY ARTERIALS 143RD ST EAST LEG, au/ 32-21 URBAN LOCAL STREETS 75o, R 50 SCALE [N FEET 143RD STREET CURVE 5 PI STA. = 567+97.94 A = 22° 57' 42" (RT) ❑=5°27'24" R = 1,050.00' T = 213.26' S�. L = 420.79' E = 21.44' E=N/A T . NO S.E. S.E.• RUN = N/A PR L;UARDRA[L P,C. STA. = 565+84.68 P,T. STA. = 570+05.48 100 LOCATION MAP DESIGN SPEED = 45 Z76' WB AEPROACyq 150 N LEHY' NI \4 _ _ 43 h D US 30 IL 126 LOCKPORT ST co - 143RD STREET CURVE 6 P1 STA. = 572+78.52 A = 23° 01' 01" (LT) ❑=5°27'24" R = 1,050.00' T = 213.79' L = 421.31' E = 21.54' e = N/A T.R. = NO S.E. 5-E. RUN = N/A P.C. STA. = 570+64.73 221. ,= 5.7*-Kr.54 UE N SPRE = 4 PR 5-6.24 CURB & GUTTER PER (]r30 ., 143RD ST FAU ROUTE 380 (143RD ST) PROJECT L1MTTS 575+36 575+0 INTERSECTION DESIGN STUDY WITH FAU ROUTE 323 (IL 126 1 MAIN ST SEC. NO. 06 -00040.00 -FP SCALE 1=50' SJN • PROJ. NO. - COUNTY WILL REV. NO. 7 DESIGNED BY CMG: 04/15/2019 SATISFACTORY SATISFACTORY SATISFACTORY DISTRCT GEOMETRICS ENGINEER DATE DISTRICT PREGEMI DEVELOPMENT ENGINEER DATE DIS. RCT OPERATIONS ENGINEER DATE APPROVED REGIONAL ENGINEER DATE CAOD FEE NAME'1 I.D.S. SHEET 1 OF 7 BDE-9906 APPENDIX 10 Project Cost Estimate Designer:Crawford, Murphy & Tilly City/County:Plainfield / Will Date: 03/09/2021 Route: FAU 0350 (143rd Street) Section: 06-00040-00-FP Base Year:2018 North Alignment Fill & Wall Option Conceptual Cost 1 257,600$ 2 2,844,800$ 3 1,559,300$ 4 1,582,500$ 5 6,067,600$ 6 99,100$ 7 108,600$ 8 841,800$ 9 100,000$ 10 -$ 11 75,000$ 12 920,000$ 13 2,209,000$ 14 16,665,300$ 15 -$ 16 527,800$ 17 17,669,800$ 18 2,007,000$ 19 200,700$ 20 20,405,300$ 21 37,070,600$ 22 5,560,600$ 23 42,631,200$ 24 213,700$ 25 $ 10,055,000 26 $ 7,556,600 27 3,920,000$ 28 $ 64,376,500 Design Engineering Construction Engineering Total Project Cost (Lines 23-28) Roadway and Structure Subtotal (Lines 14 and 20) Miscellaneous Items (10% Structure Costs) Land Acquisition and Relocations Contingency (15% Construction Cost) Total Construction Cost (Lines 21 and 22) Utility Adjustments Structure Removal Major Culverts Bridges Major Retaining Walls Structure Subtotal (Categories 15-19) Railroad Crossing Improvements Field Office and Laboratory Environmental Mitigation/Incidental Items Roadway Subtotal (Categories 1-13) Miscellaneous Items Marking and Signing Guardrail, Roadside Safety Subbase, Base, Surface, Shoulders Traffic Signals and Roadway Lighting Detours, Temporary Traffic Control - Roadway 143rd Street Extension Project Earthwork Erosion Control and Landscaping Drainage Work Classification Clearing, Minor Removal Items l Opinion of Probable Construction Cost for Feasibility of Alternative A Phase I Cost Estimate ‐ Combination Fill & Retaining Wall 143rd Street Extension | 06‐00040‐00‐FP | 06/10/2019 Code No.Description Unit Total Qty Category Unit Cost Extension 20100110 TREE REMOVAL (6 TO 15 UNITS DIAMETER)UNIT 206 1. Clearing, Minor Removal Items $15.00 $3,090 20100210 TREE REMOVAL (OVER 15 UNITS DIAMETER)UNIT 172 1. Clearing, Minor Removal Items $20.00 $3,440 20100500 TREE REMOVAL, ACRES ACRE 4 1. Clearing, Minor Removal Items $11,500.00 $46,000 20101000 TEMPORARY FENCE FOOT 1977 3. Erosion Control and Landscaping $4.50 $8,897 20101100 TREE TRUNK PROTECTION EACH 26 3. Erosion Control and Landscaping $175.00 $4,550 20200100 EARTH EXCAVATION CU YD 91623 2. Earthwork $12.00 $1,099,477 20200200 ROCK EXCAVATION CU YD 50 2. Earthwork $50.00 $2,500 20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 39414 2. Earthwork $20.00 $788,288 20300100 CHANNEL EXCAVATION CU YD 1220 2. Earthwork $23.00 $28,060 20800150 TRENCH BACKFILL CU YD 6207 4. Drainage $30.00 $186,210 21101505 TOPSOIL EXCAVATION AND PLACEMENT CU YD 8015 2. Earthwork $16.00 $128,235 25000210 SEEDING, CLASS 2A ACRE 5.8 3. Erosion Control and Landscaping $3,000.00 $17,400 25000300 SEEDING, CLASS 3 ACRE 0.8 3. Erosion Control and Landscaping $3,500.00 $2,800 25000314 SEEDING, CLASS 4B ACRE 6.1 3. Erosion Control and Landscaping $3,600.00 $21,960 25000324 SEEDING, CLASS 5B ACRE 4.0 3. Erosion Control and Landscaping $3,200.00 $12,800 25000400 NITROGEN FERTILIZER NUTRIENT POUND 627 3. Erosion Control and Landscaping $2.50 $1,568 25000500 PHOSPHORUS FERTILIZER NUTRIENT POUND 627 3. Erosion Control and Landscaping $2.50 $1,568 25000600 POTASSIUM FERTILIZER NUTRIENT POUND 627 3. Erosion Control and Landscaping $2.50 $1,568 25100630 EROSION CONTROL BLANKET SQ YD 76956 3. Erosion Control and Landscaping $1.25 $96,195 25100635 HEAVY DUTY EROSION CONTROL BLANKET SQ YD 3989 3. Erosion Control and Landscaping $2.00 $7,978 25200110 SODDING, SALT TOLERANT SQ YD 2625 3. Erosion Control and Landscaping $8.00 $21,000 28000250 TEMPORARY EROSION CONTROL SEEDING POUND 4829 3. Erosion Control and Landscaping $2.75 $13,280 28000305 TEMPORARY DITCH CHECKS FOOT 616 3. Erosion Control and Landscaping $12.00 $7,392 28000400 PERIMETER EROSION BARRIER FOOT 24589 3. Erosion Control and Landscaping $2.50 $61,473 28000500 INLET AND PIPE PROTECTION EACH 153 3. Erosion Control and Landscaping $180.00 $27,540 28000510 INLET FILTERS EACH 183 3. Erosion Control and Landscaping $165.00 $30,195 28001100 TEMPORARY EROSION CONTROL BLANKET SQ YD 83569 3. Erosion Control and Landscaping $1.25 $104,461 28100105 STONE RIPRAP, CLASS A3 SQ YD 235 3. Erosion Control and Landscaping $48.00 $11,280 28100107 STONE RIPRAP, CLASS A4 SQ YD 151 16. Major Culverts $90.00 $13,590 28100109 STONE RIPRAP, CLASS A5 SQ YD 748 3. Erosion Control and Landscaping $68.00 $50,864 28100205 STONE RIPRAP, CLASS A3 TON 51 3. Erosion Control and Landscaping $70.00 $3,570 28200200 FILTER FABRIC SQ YD 832 3. Erosion Control and Landscaping $2.50 $2,080 28200200 FILTER FABRIC (Culvert)SQ YD 151 16. Major Culverts $2.50 $378 28400100 GABIONS CU YD 699 3. Erosion Control and Landscaping $300.00 $209,700 28500100 FABRIC FORMED CONCRETE REVETMENT MAT SQ YD 24 3. Erosion Control and Landscaping $115.00 $2,760 30300001 AGGREGATE SUBGRADE IMPROVEMENT CU YD 1810 5. Subbase, Base, Surface, Shoulders $30.00 $54,300 30300112 AGGREGATE SUBGRADE IMPROVEMENT 12"SQ YD 54658 5. Subbase, Base, Surface, Shoulders $12.50 $683,221 35101500 AGGREGATE BASE COURSE, TYPE B CU YD 851 5. Subbase, Base, Surface, Shoulders $30.00 $25,530 35101800 AGGREGATE BASE COURSE, TYPE B 6"SQ YD 14242 5. Subbase, Base, Surface, Shoulders $12.00 $170,909 35400450 PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 9 1/2"SQ YD 291 5. Subbase, Base, Surface, Shoulders $60.00 $17,460 35400510 PORTLAND CEMENT CONCRETE BASE COURSE WIDENING 11"SQ YD 84 5. Subbase, Base, Surface, Shoulders $68.00 $5,712 35501315 HOT‐MIX ASPHALT BASE COURSE, 7 3/4"SQ YD 11847 5. Subbase, Base, Surface, Shoulders $29.00 $343,560 35501321 HOT‐MIX ASPHALT BASE COURSE, 9 1/4"SQ YD 474 5. Subbase, Base, Surface, Shoulders $46.00 $21,804 35501326 HOT‐MIX ASPHALT BASE COURSE, 10 1/2"SQ YD 2028 5. Subbase, Base, Surface, Shoulders $52.00 $105,456 40603310 HOT‐MIX ASPHALT SURFACE COURSE, MIX "C", N50 TON 161 5. Subbase, Base, Surface, Shoulders $65.00 $10,467 40600837 POLYMERIZED LEVELING BINDER (MACHINE METHOD), N70 TON 309 5. Subbase, Base, Surface, Shoulders $120.00 $37,080 40603085 HOT‐MIX ASPHALT BINDER COURSE, IL‐19.0, N70 TON 2536 5. Subbase, Base, Surface, Shoulders $65.00 $164,840 40603340 HOT‐MIX ASPHALT SURFACE COURSE, MIX "D", N70 TON 1330 5. Subbase, Base, Surface, Shoulders $75.00 $99,746 42000501 PORTLAND CEMENT CONCRETE PAVEMENT 10" (JOINTED)SQ YD 45439 5. Subbase, Base, Surface, Shoulders $69.00 $3,135,268 42300200 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 6 INCH SQ YD 103 5. Subbase, Base, Surface, Shoulders $66.00 $6,798 42300400 PORTLAND CEMENT CONCRETE DRIVEWAY PAVEMENT, 8 INCH SQ YD 108 5. Subbase, Base, Surface, Shoulders $69.00 $7,452 42400100 PORTLAND CEMENT CONCRETE SIDEWALK 4 INCH SQ FT 26000 5. Subbase, Base, Surface, Shoulders $6.75 $175,500 42400800 DETECTABLE WARNINGS SQ FT 80 5. Subbase, Base, Surface, Shoulders $20.00 $1,600 44000100 PAVEMENT REMOVAL SQ YD 8316 1. Clearing, Minor Removal Items $9.50 $79,002 44000159 HOT‐MIX ASPHALT SURFACE REMOVAL, 2 1/2"SQ YD 3587 1. Clearing, Minor Removal Items $5.00 $17,935 44000160 HOT‐MIX ASPHALT SURFACE REMOVAL, 2 3/4"SQ YD 2173 1. Clearing, Minor Removal Items $5.00 $10,865 44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 1863 1. Clearing, Minor Removal Items $11.00 $20,493 44000300 CURB REMOVAL FOOT 171 1. Clearing, Minor Removal Items $10.00 $1,710 44000500 COMBINATION CURB AND GUTTER REMOVAL FOOT 3866 1. Clearing, Minor Removal Items $6.50 $25,129 44003100 MEDIAN REMOVAL SQ FT 9762 1. Clearing, Minor Removal Items $2.50 $24,405 44004000 PAVED DITCH REMOVAL FOOT 22 1. Clearing, Minor Removal Items $26.00 $572 44004250 PAVED SHOULDER REMOVAL SQ YD 684 1. Clearing, Minor Removal Items $15.00 $10,260 44200974 CLASS B PATCHES, TYPE III, 10 INCH SQ YD 160 5. Subbase, Base, Surface, Shoulders $80.00 $12,800 48101498 AGGREGATE SHOULDERS, TYPE B 4"SQ YD 1502 5. Subbase, Base, Surface, Shoulders $6.00 $9,012 48203045 HOT‐MIX ASPHALT SHOULDERS, 12"SQ YD 1612 5. Subbase, Base, Surface, Shoulders $75.00 $120,900 50104400 CONCRETE HEADWALL REMOVAL EACH 4 16. Major Culverts $1,000.00 $4,000 50105220 PIPE CULVERT REMOVAL FOOT 913 4. Drainage $11.00 $10,043 50200100 STRUCTURE EXCAVATION CU YD 255 16. Major Culverts $30.00 $7,650 50300225 CONCRETE STRUCTURES CU YD 100 16. Major Culverts $900.00 $90,000 50300225 CONCRETE STRUCTURES CU YD 650 17. Bridges $900.00 $585,000 50300255 CONCRETE SUPERSTRUCTURE CU YD 2579 17. Bridges $900.00 $2,320,650 50300260 BRIDGE DECK GROOVING SQ YD 5700 17. Bridges $10.00 $57,000 50300300 PROTECTIVE COAT SQ YD 10545 17. Bridges $3.00 $31,635 50301350 CONCRETE SUPERSTRUCTURE (APPROACH SLAB)CU YD 232 17. Bridges $400.00 $92,720 50500405 FURNISHING AND ERECTING STRUCTURAL STEEL L SUM 1 17. Bridges $10,485,000.00 $10,485,000 50800205 REINFORCEMENT BARS, EPOXY COATED POUND 712000 17. Bridges $1.50 $1,068,000 50800205 REINFORCEMENT BARS, EPOXY COATED POUND 84459 16. Major Culverts $1.50 $126,689 50901720 BICYCLE RAILING FOOT 1010 17. Bridges $150.00 $151,500 50901750 PARAPET RAILING FOOT 1900 17. Bridges $100.00 $190,000 51201600 FURNISHING STEEL PILES HP10X53 FOOT 4370 17. Bridges $60.00 $262,200 51202305 DRIVING PILES FOOT 4370 17. Bridges $1.00 $4,370 51203600 TEST PILE STEEL HP10X53 EACH 2 17. Bridges $6,000.00 $12,000 51500100 NAME PLATES EACH 1 17. Bridges $500.00 $500 51500100 NAME PLATES EACH 2 16. Major Culverts $500.00 $1,000 51603000 DRILLED SHAFT IN SOIL CU YD 143 17. Bridges $920.00 $131,560 51604000 DRILLED SHAFT IN ROCK CU YD 110 17. Bridges $1,580.00 $173,800 52100020 ELASTOMERIC BEARING ASSEMBLY, TYPE II EACH 24 17. Bridges $2,500.00 $60,000 52100520 ANCHOR BOLTS, 1"EACH 48 17. Bridges $150.00 $7,200 52100540 ANCHOR BOLTS, 1 1/2"EACH 336 17. Bridges $175.00 $58,800 52200500 MECHANICALLY STABILIZED EARTH RETAINING WALL SQ FT 9900 17. Bridges $60.00 $594,000 52200800 SEGMENTAL CONCRETE BLOCK RETAINING WALL SQ FT 57 5. Subbase, Base, Surface, Shoulders $60.00 $3,420 RETAINING WALL (Bass & Gill)SQ FT 19200 18. Major Retaining Walls $85.00 $1,632,000 54003000 CONCRETE BOX CULVERTS CU YD 316 16. Major Culverts $900.00 $284,400 54213657 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" EACH 21 4. Drainage $750.00 $15,750 54213675 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 30" EACH 1 4. Drainage $1,400.00 $1,400 54213681 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36" EACH 2 4. Drainage $1,600.00 $3,200 54247150 GRATING FOR CONCRETE FLARED END SECTION 30"EACH 1 4. Drainage $1,000.00 $1,000 542A0217 PIPE CULVERTS, CLASS A, TYPE 1 12" FOOT 218 4. Drainage $52.00 $11,336 550A0340 STORM SEWERS, CLASS A, TYPE 2 12"FOOT 5334 4. Drainage $44.00 $234,696 550A0360 STORM SEWERS, CLASS A, TYPE 2 15"FOOT 1651 4. Drainage $47.00 $77,597 550A0380 STORM SEWERS, CLASS A, TYPE 2 18"FOOT 1319 4. Drainage $52.00 $68,588 550A0400 STORM SEWERS, CLASS A, TYPE 2 21"FOOT 352 4. Drainage $56.00 $19,712 550A0410 STORM SEWERS, CLASS A, TYPE 2 24"FOOT 1577 4. Drainage $59.00 $93,043 550A0430 STORM SEWERS, CLASS A, TYPE 2 30"FOOT 1300 4. Drainage $70.00 $91,000 550A0450 STORM SEWERS, CLASS A, TYPE 2 36"FOOT 394 4. Drainage $90.00 $35,460 55100500 STORM SEWER REMOVAL 12"FOOT 235 4. Drainage $17.00 $3,995 55100700 STORM SEWER REMOVAL 15"FOOT 9 4. Drainage $18.00 $162 55101100 STORM SEWER REMOVAL 21"FOOT 351 4. Drainage $18.00 $6,318 55101300 STORM SEWER REMOVAL 27"FOOT 267 4. Drainage $19.00 $5,073 55101400 STORM SEWER REMOVAL 30"FOOT 301 4. Drainage $19.00 $5,719 55101600 STORM SEWER REMOVAL 36"FOOT 79 4. Drainage $30.00 $2,370 Phase I Cost Estimate ‐ Combination Fill & Retaining Wall 143rd Street Extension | 06‐00040‐00‐FP | 06/10/2019 Code No.Description Unit Total Qty Category Unit Cost Extension 56100600 WATER MAIN 6"FOOT 10 24. Utility Adjustments $108.00 $1,080 56100800 WATER MAIN 10"FOOT 200 24. Utility Adjustments $158.00 $31,600 56105100 WATER VALVES 10"EACH 2 24. Utility Adjustments $2,500.00 $5,000 56400500 FIRE HYDRANTS TO BE REMOVED EACH 5 24. Utility Adjustments $1,200.00 $6,000 56400600 FIRE HYDRANTS EACH 5 24. Utility Adjustments $6,000.00 $30,000 58700300 CONCRETE SEALER SQ FT 620 17. Bridges $2.00 $1,240 60201340 CATCH BASINS, TYPE A, 4'‐DIAMETER, TYPE 24 FRAME AND GRATE EACH 2 4. Drainage $2,500.00 $5,000 60218300 MANHOLES, TYPE A, 4'‐DIAMETER, TYPE 1 FRAME, OPEN LID EACH 5 4. Drainage $2,500.00 $12,500 60218400 MANHOLES, TYPE A, 4'‐DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 8 4. Drainage $2,500.00 $20,000 60219540 MANHOLES, TYPE A, 4'‐DIAMETER, TYPE 24 FRAME AND GRATE EACH 80 4. Drainage $2,500.00 $200,000 60221100 MANHOLES, TYPE A, 5'‐DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 14 4. Drainage $3,000.00 $42,000 60222240 MANHOLES, TYPE A, 5'‐DIAMETER, TYPE 24 FRAME AND GRATE EACH 6 4. Drainage $3,000.00 $18,000 60223800 MANHOLES, TYPE A, 6'‐DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 5 4. Drainage $4,200.00 $21,000 60224039 MANHOLES, TYPE A, 6'‐DIAMETER, TYPE 24 FRAME AND GRATE EACH 3 4. Drainage $4,200.00 $12,600 60224999 MANHOLES, TYPE A, 11'‐DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 4. Drainage $10,000.00 $10,000 60236200 INLETS, TYPE A, TYPE 8 GRATE EACH 12 4. Drainage $1,500.00 $18,000 60237470 INLETS, TYPE A, TYPE 24 FRAME AND GRATE EACH 70 4. Drainage $1,500.00 $105,000 60240210 INLETS, TYPE B, TYPE 1 FRAME, OPEN LID EACH 2 4. Drainage $1,750.00 $3,500 60248700 VALVE VAULTS, TYPE A, 4'‐DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 2 24. Utility Adjustments $2,500.00 $5,000 60255500 MANHOLES TO BE ADJUSTED EACH 6 4. Drainage $650.00 $3,900 60257900 MANHOLES TO BE RECONSTRUCTED EACH 3 4. Drainage $1,500.00 $4,500 60260100 INLETS TO BE ADJUSTED EACH 2 4. Drainage $600.00 $1,200 60262700 INLETS TO BE RECONSTRUCTED EACH 2 4. Drainage $1,400.00 $2,800 60265700 VALVE VAULTS TO BE ADJUSTED EACH 5 24. Utility Adjustments $650.00 $3,250 60266100 VALVE VAULTS TO BE RECONSTRUCTED EACH 4 24. Utility Adjustments $1,500.00 $6,000 60500040 REMOVING MANHOLES EACH 5 4. Drainage $510.00 $2,550 60500060 REMOVING INLETS EACH 20 4. Drainage $350.00 $7,000 60600605 CONCRETE CURB, TYPE B FOOT 107 5. Subbase, Base, Surface, Shoulders $40.00 $4,280 60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B‐6.12 FOOT 5732 5. Subbase, Base, Surface, Shoulders $24.00 $137,568 60605000 COMBINATION CONCRETE CURB AND GUTTER, TYPE B‐6.24 FOOT 13690 5. Subbase, Base, Surface, Shoulders $25.00 $342,250 60608300 COMBINATION CONCRETE CURB AND GUTTER, TYPE M‐2.12 FOOT 620 5. Subbase, Base, Surface, Shoulders $22.00 $13,640 60618300 CONCRETE MEDIAN SURFACE, 4 INCH SQ FT 17359 5. Subbase, Base, Surface, Shoulders $8.00 $138,872 60618740 CONCRETE MEDIAN, TYPE M‐2.12 SQ FT 68 5. Subbase, Base, Surface, Shoulders $15.00 $1,020 60619600 CONCRETE MEDIAN, TYPE SB‐6.12 SQ FT 4478 5. Subbase, Base, Surface, Shoulders $15.00 $67,170 63000001 STEEL PLATE BEAM GUARDRAIL, TYPE A, 6 FOOT POSTS FOOT 3135 7. Guardrail, Roadside Safety $23.00 $72,094 63000370 LONG‐SPAN GUARDRAIL OVER CULVERT, 25 FT SPAN FOOT 100 7. Guardrail, Roadside Safety $45.00 $4,500 63100045 TRAFFIC BARRIER TERMINAL, TYPE 2 EACH 5 7. Guardrail, Roadside Safety $1,200.00 $6,000 63100085 TRAFFIC BARRIER TERMINAL, TYPE 6 EACH 2 7. Guardrail, Roadside Safety $3,200.00 $6,400 63100167 TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT EACH 7 7. Guardrail, Roadside Safety $2,800.00 $19,600 63200310 GUARDRAIL REMOVAL FOOT 1716 1. Clearing, Minor Removal Items $8.00 $13,728 64100220 SIGHT SCREEN (WOODEN FENCE), TYPE S 8'FOOT 2230 3. Erosion Control and Landscaping $83.00 $185,090 66400305 CHAIN LINK FENCE, 6'FOOT 495 3. Erosion Control and Landscaping $48.00 $23,760 66402700 CHAIN LINK GATES, 6' X 4' SINGLE EACH 1 3. Erosion Control and Landscaping $600.00 $600 67000400 ENGINEER'S FIELD OFFICE, TYPE A CAL MO 30 11. Field Office Labatory $2,500.00 $75,000 67100100 MOBILIZATION L SUM 1 13. Miscellaneous Items $2,084,000.00 $2,084,000 78000100 THERMOPLASTIC PAVEMENT MARKING ‐ LETTERS AND SYMBOLS SQ FT 837 6. Marking and Signing $5.00 $4,185 78000200 THERMOPLASTIC PAVEMENT MARKING ‐ LINE 4"FOOT 20224 6. Marking and Signing $1.50 $30,336 78000400 THERMOPLASTIC PAVEMENT MARKING ‐ LINE 6"FOOT 3957 6. Marking and Signing $1.75 $6,925 78000500 THERMOPLASTIC PAVEMENT MARKING ‐ LINE 8"FOOT 1092 6. Marking and Signing $2.00 $2,184 78000600 THERMOPLASTIC PAVEMENT MARKING ‐ LINE 12"FOOT 1277 6. Marking and Signing $4.00 $5,108 78000650 THERMOPLASTIC PAVEMENT MARKING ‐ LINE 24"FOOT 423 6. Marking and Signing $5.00 $2,115 78005100 EPOXY PAVEMENT MARKING ‐ LETTERS AND SYMBOLS SQ FT 582 6. Marking and Signing $7.00 $4,074 78005110 EPOXY PAVEMENT MARKING ‐ LINE 4"FOOT 6812 6. Marking and Signing $1.50 $10,218 78005130 EPOXY PAVEMENT MARKING ‐ LINE 6"FOOT 2768 6. Marking and Signing $3.00 $8,304 78005140 EPOXY PAVEMENT MARKING ‐ LINE 8"FOOT 164 6. Marking and Signing $4.00 $656 78005150 EPOXY PAVEMENT MARKING ‐ LINE 12"FOOT 173 6. Marking and Signing $6.00 $1,038 78005180 EPOXY PAVEMENT MARKING ‐ LINE 24"FOOT 316 6. Marking and Signing $8.00 $2,528 78100100 RAISED REFLECTIVE PAVEMENT MARKER EACH 612 6. Marking and Signing $35.00 $21,420 81603037 UNIT DUCT, 600V, 2‐1C NO.6 GROUND, (XLP‐TYPE USE), 1 1/4" DIA. POLYETHY FOOT 1200 8. Traffic Signals and Roadway Lighting $10.00 $12,000 82102250 LUMINAIRE, SODIUM VAPOR, HORIZONTAL MOUNT, 250 WATT EACH 3 8. Traffic Signals and Roadway Lighting $500.00 $1,500 82500360 LIGHTING CONTROLLER, BASE MOUNTED, 480VOLT, 100AMP EACH 2 8. Traffic Signals and Roadway Lighting $9,500.00 $19,000 83010100 LIGHT POLE, ALUMINUM, 50 FT. M.H., 4 FT. MAST ARM EACH 2 8. Traffic Signals and Roadway Lighting $3,500.00 $7,000 83010500 LIGHT POLE, ALUMINUM, 50 FT. M.H., 12 FT. MAST ARM EACH 2 8. Traffic Signals and Roadway Lighting $3,500.00 $7,000 83600200 LIGHT POLE FOUNDATION, 24" DIAMETER FOOT 104 8. Traffic Signals and Roadway Lighting $175.00 $18,200 83800505 BREAKAWAY DEVICE, COUPLING WITH ALUMINUM SKIRT EACH 32 8. Traffic Signals and Roadway Lighting $200.00 $6,400 84500110 REMOVAL OF LIGHTING CONTROLLER EACH 1 8. Traffic Signals and Roadway Lighting $700.00 $700 88800000 TRAFFIC SIGNALS, COMPLETE EACH 3 8. Traffic Signals and Roadway Lighting $250,000.00 $750,000 89502385 REMOVE EXISTING CONCRETE FOUNDATION EACH 5 8. Traffic Signals and Roadway Lighting $500.00 $2,500 A2000000 TREE EACH 1021 3. Erosion Control and Landscaping $550.00 $561,550 K0013030 PERENNIAL PLANTS, WETLAND TYPE, 2" DIAMETER BY 4" DEEP PLUG UNIT 113 3. Erosion Control and Landscaping $475.00 $53,675 K1003680 MULCH SQ YD 34 3. Erosion Control and Landscaping $50.00 $1,700 X0301797 GATE REMOVAL EACH 1 3. Erosion Control and Landscaping $1,000.00 $1,000 X0301852 DEWATERING STRUCTURE NO. 1 EACH 1 18. Major Retaining Walls $375,000.00 $375,000 X0321865 ANTI‐GRAFFITI PROTECTION SYSTEM SQ FT 7062 17. Bridges $3.00 $21,186 X0322924 RETAINING WALL REMOVAL SQ FT 22 1. Clearing, Minor Removal Items $25.00 $550 X0323819 NOISE ABATEMENT WALL, PRECAST CONCRETE SQ FT 25000 12. Environmental Mitigation/Incidental Items $30.00 $750,000 X0327139 AGGREGATE COLUMN GROUND IMPROVEMENT L SUM 1 17. Bridges $346,500.00 $346,500 X0327353 STORMWATER TREATMENT SYSTEM LOCATION NO. 1 L SUM 1 4. Drainage $105,000.00 $105,000 X0327354 STORMWATER TREATMENT SYSTEM LOCATION NO. 2 L SUM 1 4. Drainage $105,000.00 $105,000 X09000XX HIGH LOAD MULTI‐ROTATIONAL BEARING, FIXED EACH 36 17. Bridges $7,700.00 $277,200 X09000XX HIGH LOAD MULTI‐ROTATIONAL BEARING, GUIDED EXPANSION EACH 48 17. Bridges $7,000.00 $336,000 X1200091 GRATING FOR CONCRETE FLARED END SECTION 12"EACH 21 4. Drainage $390.00 $8,190 X1200092 GRATING FOR CONCRETE FLARED END SECTION 36"EACH 2 4. Drainage $1,000.00 $2,000 X3400004 RETAINING WALL REMOVAL FOOT 38 1. Clearing, Minor Removal Items $10.00 $380 X5011100 FOUNDATION REMOVAL EACH 5 8. Traffic Signals and Roadway Lighting $1,700.00 $8,500 X5610706 WATER MAIN REMOVAL, 6"FOOT 51 24. Utility Adjustments $16.00 $816 X5610710 WATER MAIN REMOVAL, 10"FOOT 194 24. Utility Adjustments $20.00 $3,880 X5630010 CUT AND CAP EXISTING 10" WATER MAIN EACH 3 24. Utility Adjustments $1,800.00 $5,400 X5630706 CONNECTION TO EXISTING WATER MAIN 6"EACH 3 24. Utility Adjustments $1,800.00 $5,400 X5630710 CONNECTION TO EXISTING WATER MAIN 10"EACH 5 24. Utility Adjustments $1,800.00 $9,000 X5860110 GRANULAR BACKFILL FOR STRUCTURES CU YD 292 17. Bridges $60.00 $17,520 X6026622 VALVE VAULTS TO BE REMOVED EACH 2 24. Utility Adjustments $600.00 $1,200 X6061055 CONCRETE ISLAND (SPECIAL)SQ FT 1264 5. Subbase, Base, Surface, Shoulders $10.00 $12,640 X6065770 CONCRETE MEDIAN SURFACE, 10" (SPECIAL)SQ FT 3269 5. Subbase, Base, Surface, Shoulders $8.00 $26,152 X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL)L SUM 1 9. Detours, Temporary Traffic Control ‐ Roadway $100,000.00 $100,000 X8440110 RELOCATE EXISTING LIGHT POLE WITH LUMINAIRE EACH 5 8. Traffic Signals and Roadway Lighting $1,800.00 $9,000 Z0004530 HOT‐MIX ASPHALT DRIVEWAY PAVEMENT, 8"SQ YD 1014 5. Subbase, Base, Surface, Shoulders $55.00 $55,770 Z0004538 HOT‐MIX ASPHALT DRIVEWAY PAVEMENT, 10"SQ YD 791 5. Subbase, Base, Surface, Shoulders $70.00 $55,370 Z0013797 STABILIZED CONSTRUCTION ENTRANCE SQ YD 169 3. Erosion Control and Landscaping $20.00 $3,380 Z0013798 CONSTRUCTION LAYOUT L SUM 1 13. Miscellaneous Items $125,000.00 $125,000 Z0018004 DRAINAGE SCUPPERS, DS‐12 EACH 76 17. Bridges $1,700.00 $129,200 Z0022800 FENCE REMOVAL FOOT 804 3. Erosion Control and Landscaping $7.00 $5,628 Z0034390 MODULAR EXPANSION JOINT 6"FOOT 170 17. Bridges $1,500.00 $255,000 Z0054400 ROCK FILL CU YD 26606 2. Earthwork $30.00 $798,180 WETLAND MITIGATION ACRE 2 12. Environmental Mitigation/Incidental Items $100,000.00 $170,000 ELECTRIC DISTRIBUTION LINE RELOCATION L SUM 1 24. Utility Adjustments $100,000.00 $100,000 APPENDIX 11 Complete Streets Memorandum 143 RD STREET EXTENSION – ILLINOIS ROUTE 59 TO ILLINOIS ROUTE 126 Village of Plainfield IL Section 06-00040-00-FP Phase I Engineering COMPLETE STREETS Technical Memorandum October 2019 550 N. Commons Drive Suite 116 Aurora, IL 60504 Village of Plainfield 143rd St. Extension Phase I Engineering Table of Contents Introduction .......................................................................................................................................................... 1 Bicycle Accommodations Analysis ...................................................................................................................... 1 Bicycle Accommodation Warrants ...................................................................................................................... 2 Conclusions .......................................................................................................................................................... 2 Village of Plainfield 143rd St. Extension Phase I Engineering Introduction In October 2007, Senate Bill 508 became law and required the Illinois Department of Transportation (IDOT) to incorporate bicycle and pedestrian accommodations into state highway projects in urban areas, except in cases where pavement resurfacing projects do not widen the existing traveled way or where there is a documented safety issue, excessive cost or absence of need. On June 1, 2010 the IDOT Engineer of Design and Environment (from the Bureau of Design and Environment (BDE)) issued BDE Procedure Memorandum 68-10 to implement the law. The BDE Procedure Memorandum included Changes to: Chapter 5 – Local Agency Agreements Increased the state’s match for sidewalks from 50/50 to 80/20 Match requirements for bicycle accommodations are now specifically addressed, due to past confusion, Chapter 17 – Bicycle and Pedestrian Accommodations A new Facility Selection Table, which identifies the appropriate type of accommodation based on traffic and speeds. A request for a local resolution, should local agencies choose not to participate in providing an accommodation A requirement for greater coordination with Design and Environment’s Bicycle and Pedestrian Coordinator. Since the distribution of the BDE Procedure Memorandum which updated the 2007 BDE Manual, the 2010 BDE manual was issued in November of 2010. The 2010 BDE manual incorporated the same general content issued in the 2010 BDE Procedure Memorandum. The procedure outlined in the 2010 manual are applicable to all state highway projects. Since proposed 143 rd St. is planned to be jurisdictionally transferred to IDOT and to become a state route, complete streets does apply therefore Illinois Highway Code, 605 ILCS 5/4-220 will be followed. The 143rd Street Extension intersects IL Route 59 and IL Route 126. The Plainfield community is implementing a comprehensive plan for bicycle routes within the community. Plainfield’s plan does not include bicycle routes along IL Route 59 or IL Route 126 because alternative routes are safer and preferred by the Plainfield community. However, existing and proposed ROW do not preclude bicycle and pedestrian accommodations from being implemented in the future. Bicycle Accommodations Analysis I. Bicycle Travel Generators Exhibit A – Checklist for Bicycle Travel Generators in Project Vicinity (BDE 17-6.1) and Exhibit B – Map of Bicycle Travel Generators (BDE 17-6.2) provides the types and locations of trip generating land uses. II. Public Coordination The Village of Plainfield Park District was coordinated with and had a chance to comment on the proposed extension plans. This resulted in the Park District to be in the process to obtain a 20-year lease from ComED in order to place a bike path on ComED property adjacent to the proposed extension between Naperville Road and Illinois Route 126. Plainfield Park District also assisting in the cost Page 1 Village of Plainfield 143rd St. Extension Phase I Engineering associated with connecting the existing Dupage River Trail to the proposed multi-use path along the north side of the proposed 143rd St. Extension. Park District coordination can be found in Exhibit C. Proposed location of the multi-use path as well as the extended Park District trail was shown at the October public hearing for the project. CMAP was coordinated in order to obtain annual average daily traffic values for the proposed roadway. III. Design Criteria for Bicycle Facilities Bicycle facilities within this project use shared-use paths. Using BDE figure 17-2.A (2 of 2) Note 1, shared-use paths for the project are designed in accordance to BDE standards. Bicycle Accommodation Warrants Exhibit D contains the “Questions on Bicycle Travel Assessment” (BDE 17-6.3) warrants met and appropriate descriptions. In short, warrants 3 and 4 are applicable for this project. Conclusions A multi-use path is planned to accommodate the length of the proposed 143 rd St Extension and provide pedestrian and cyclist access across the Dupage River and connecting to the Dupage River Trail near the western abutment of the proposed Dupage River Bridge. From coordination with the Plainfield Park District, a park district shared use path is proposed within ComED property adjacent to the proposed roadway on the south side of 143rd St. from Naperville Rd to Illinois Route 126. At the intersection of Illinois Route 126, the shared-use path will run along Illinois Route 126’s western side from the intersection with 143 rd St to the subdivision along Copper Dr, near the southern project limits. Along US-30 / western 143 rd St, a graded shelf and culvert extension incorporates future plans for a multi-use path along the south side of the reconstructed roadway. Exhibit E shows the overall plans to accommodate the complete streets policy. Enclosures: Exhibit A – Checklist for Bicycle Travel Generators in Project Vicinity Exhibit B – Map of Bicycle Travel Generators Exhibit C – Plainfield Park District Coordination Exhibit D – Questions on Bicycle Travel Assessment / Warrants Met Exhibit E – Overall Complete Streets Compliance Page 2 Exhibit A FILE NAME=L:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\exh_Bicycle_Travel_Generators.dgnSTA. TO STA. DATE CHECKED DRAWN SHEET NO. 1 OF 1 SHEETS DESIGNED - 10/30/2019 - - - SCALE: NTS DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS LEGEND SCHOOLS CHURCHES RECREATIONAL AREAS PARKS RESIDENTIAL AREAS EMPLOYMENT CENTERS HOSPITALS SHOPPING CENTERS PLANNED BICYCLE TRAILS EXISTING BICYCLE TRAILS OTHER PUBLIC TRANSIT FACILITIES INDUSTRIAL PLANTS LOCAL BUISNESSES GOVERNMENT OFFICES S C P P R E H M PBP BP O T I B G BICYCLE AND PEDESTRIAN ACCOMMODATIONS EXHIBIT B - TRIP GENERATION R R R R R R R C BP B B R R R R R R I I I G R T PR 143RD STPBP I M NAPERVILLE RDILLINOIS ROUTE 59ILLINOIS ROUTE 126 143RD ST COPPER DR143RD STLINCOLN HIGHWAYH U N T CLUB LN VAN DYKE RDHAZELCREST DR LAKE DR DUPAGE RIVER TRAILRI VER TRAI LFUTURE DUPAGE AS H ST JOSEPH AVE  Copyright CMT,License No. 184-000613 Page 1 of 3 MEETING MINUTES CMT No. 18024201.00 Project: Plainfield 143rd Street Extension Phase I Addendum CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: Plainfield Public Works Date: June 6, 2019 Time: 11:00 AM Subject: Park District Coordination Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Randy Jessen Village of Plainfield rjessen@goplainfield.com Scott Threewitt Village of Plainfield sthreewitt@goplainfield.com Carlo Capalbo Plainfield Park District capalbo@plfdparks.org Jennifer Rooks- Lopez Plainfield Park District rooks-lopez@plfdparks.org Tice Cole CMT ccole@cmtengr.com Jeremy Metz CMT jmetz@cmtengr.com Distribution: Attendees Please review the attached minutes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Charles M. “Tice” Cole, P.E., PTOE Exhibit C Village of Plainfield 143rd St Extension Phase I Addendum Plainfield Park District Meeting Min Date: June 6, 2019 Page 2 of 3 CMT No. 18024201.00 A meeting was held with Plainfield Park District (Park District), the Village of Plainfield (Village), and CMT on June 6, 2019 at Plainfield Public Works. The meeting began at 11:00 am. 1. Introductions: 2. Recent Coordination: a. Village explained to Park District that they had met Bass and Gill Club Stakeholder to discuss an alignment shift to the north. The Village is looking at three ways to minimize impacts to the club including: a narrower median, retaining wall instead of fill slopes, and bike path on ComEd property. The club preferred the path on the south of proposed 143rd Street and away from their property. The club supported a narrower median if IDOT would allow it. The club representatives had mixed support of fill versus retaining wall. b. IDOT has since confirmed they would support a design exception to decrease the median width. c. IDOT has stated that building the path as part of the 143rd Street project between Naperville Road and IL 126 on ComEd Property with a 20-year lease would meet their complete streets requirements. d. The Village and CMT met with ComEd on May 20, 2019. ComEd stated they were agreeable to 20-year proposed lease, instead of a 10-year lease, for a path on their facility. e. The Village stated the cost of the path was to be split approximately 80/20 federal to local. 3. Complete Streets Accommodation Discussion: a. The Village proposed to fund and construct a multi-use path for the Park District between Naperville Road and IL 126. The Park District agreed. b. The Village proposed the Park district purchase 20-year leases from ComEd for the path between Naperville Road and IL 126 and take ownership/maintenance of the path. The Park District agreed. c. CMT stated in order to fulfill ComEd requirements for offset distances to transmission and distribution lines, the Park District must choose if they want multi-use path north or south side of ComEd corridor. The Park District stated they prefer the path to be along the north side of the Com-Ed corridor. d. The Park District recommended building a path as part of the project along the west side of IL 126 from 143rd Street to Copper Drive for a logical path terminus. The Village agreed. e. The group reviewed properties that would require leases from ComEd and which properties already had leases from ComEd. The group identified one additional lease would be needed for the DuPage River Trail extension and two leases would be needed for the path between Naperville Road and IL 126. f. The Park District stated board approval won’t likely be necessary to obtain the leases for this multi-use path. g. CMT stated the section 4(f) document would be prepared showing a permanent easement to the Park District for the DuPage River Trail extension when the Village of Plainfield 143rd St Extension Phase I Addendum Plainfield Park District Meeting Min Date: June 6, 2019 Page 3 of 3 CMT No. 18024201.00 Village purchases the Park District parcel along the River for the 143rd Street project. h. The Specifications of the multi-use path are to follow IDOT / Plainfield standards. i. The Park District requested a construction cost estimate for the River Trail extension in preparation of an intergovernmental agreement between the Park District and the Village. j. CMT asked what the Park District would like to do with the River Trail loop, south of the proposed DuPage River Bridge. The Park District requested the Loop in the River Trail stay and a path connection be made. k. The Park District requested the Village include them in future stakeholder coordination with CB & I in order to discuss future plans for River Trail extension to the north. The Village agreed. l. The Village offered any information the Park District may need when the Park District works to attain ComEd lease agreements. 4. Action Items: a. CMT to send Park District proposed improvements Strip Map from meeting (completed June 6, 2019). b. CMT to revise River Trail Extension concept per Park District input regarding existing loop. c. CMT to provide Park District with cost estimate of River Trail Extension. d. CMT to develop Section 4(f) impacts and coordinate with Park District and IDOT before Public Meeting in early Fall. e. Park District to attain the three additional 20-year leases identified for project paths. f. Village to schedule meeting with CB&I and invite Park District. g. Park District to prepare a letter of intent regarding project-related items. h. Village to begin drafting intergovernmental agreement with the Park District for all of the project-related items. The meeting was adjourned at approximately 12:00 pm. Illinois BICYCLE AND PEDESTRIAN ACCOMMODATIONS August 2019 17-6.3 HARD COPIES UNCONTROLLED QUESTIONS ON BICYCLE TRAVEL ASSESSMENT Route Proposed 143rd Street Section 06-00040-00-FP County Will Warrants Met Warrant 1: Is the highway or street designated as a bikeway or recommended bike route in a regionally or locally adopted bike plan or shown in a regionally or locally adopted map as a recommended bike route? Describe the designation N/A Warrant 2: Will the projected two-way bicycle traffic volume approximate 25 ADT or more during the peak three months of the bicycling season five years after completion of the project? Describe estimating method N/A Warrant 3: Does the route provide access to a park, recreational area, school, or other significant destination? List destinations The proposed route provided access for a connection to the previously “dead-end” Dupage River Trail owned and operated by the Plainfield Park District. Warrant 4: Does the project provide access across a river, railroad, highway, corridor, or other natural or man-made barrier? Note barriers The proposed route provides a new crossing over the Dupage River. Previously the nearest crossing for cyclists from the project area is the Dupage River Trail, approximately 0.4 miles south as well as the west-east trek through downtown Plainfield one must make in order to use this trail when desiring to travel east. Warrant 5: Will the highway project negatively affect the recreational or transportation utility or an independent bikeway or trail? Highway projects will negatively affect at-grade paths or trails when they are severed, when the projected roadway traffic volumes increase to a level that prohibits safe crossing at-grade, or where the widening of the roadway prohibits sufficient time for safe crossing. List bikeway(s) affected If any of the five warrants above are met, the Department shall provide on-road or off-road accommodations for bicycle travel. Roadway improvement corridors should also be assessed with respect to adjacent/contiguous routes. Items to be addressed in the reporting include: Exhibit D Illinois BICYCLE AND PEDESTRIAN ACCOMMODATIONS August 2019 17-6.3 HARD COPIES UNCONTROLLED The following bicycle network considerations apply Key connections to be provided with this project -Listed in Complete Streets Memorandum Accommodations type identified as "required" or "optional" in the Bicycle Facility Selection Table N/A, separated multi-use path proposed Accommodations proposed -Listed in Complete Streets Memorandum Reasons for lesser accommodations (highest/best or none) -Listed in Complete Streets Memorandum Bicycle LOS information (urban on-road facilities only; attach BDE 1703) N/A 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 WILL06-00040-00-FP0380 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 3T6N E9R 3T6N E9R ONLYONLYONLYONLYONLY ONLY ONLYONLYONLYONLYONLYONLYONLYONLYONLYONLY ONLYONLYONLYONLY 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 570+00 571 572 573 574ONLY ONLY ONLYONLYONLYONLY ONLYONLYONLYONLYONLYONLY3T6N E9R MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color_StripMap.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..Jeremy Metz300.0000 ' / in. 11/6/2019 (4:32:41 PM) exh_CompleteStreetsAccomodation.dgn Default CMC MJW MJW 11 VILLAGE OF PLAINFIELD - 143RD STREET 05/20/2019 MATCHLINE STA. 543+50MATCHLINE STA. 543+50ILLINOIS 59 30 30 ILLINOIS 59 ILLINOIS 126 0 150 300 450 SCALE IN FEET 0 150 300 450 SCALE IN FEET CULVERT EXTENSION MULTI-USE PATH CULVERT EXTENSION LEGEND FUTURE IMPROVEMENTPR PEDESTRIAN IMPROVEMENT LEGEND FUTURE IMPROVEMENTPR PEDESTRIAN IMPROVEMENT COMPLETE STREETS  Copyright CMT,License No. 184-000613 WEST NORMAN DRAIN D U P A G E RIV E R MAIN LAKE BASS & GILL CLUB FLETCHER LAKE BASS & GILL CLUB AND GUN CLUB PURE ROD DEER CREEK RECREATION CLUB W EST N O RM A N D RA I N 143RD STREET D U P A G E RI V E R T R AIL NAPERVILLE ROADCOMED TRANSMISSION CORRIDOR COMED TRANSMISSION CORRIDOR CORRIDOR COMED TRANSMISSION SUBSTATION COMED COMED TRANSMISSION CORRIDOR 143RD STREET PROPOSED 143RD STREET PROPOSED 143RD STREET COPPER DRIVE COMED TRANSMISSION CORRIDOR COMPENSATORY STORAGE Exhibit E APPENDIX 12 Crash Analysis !(!( !(!(!(!( !( !(!(!(!( !( !(!( !( !(!(!(!(!(!(!(!( !( !(!( !( !(!( !( #* #* #* #*#* #*#*#* #*#* #*#*#*#*#*#*#*#*#*#*#*#*#* #* #* #* ")") ") ")") ")") ") ")")")")") ") ")")") ") ") ") ")")")")")")")")")")")$+ $+ $+ $+ $+ $+ $+ $+ $+ $+ $+$+$+$+$+$+$+$+$+$+$+ $+$+ $+ XW XW XWXW XWXW XW XW XW XWXWXWXW XW XW XW XW XW XW XWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXWXW ^_ ^_ ^_^_^_^_ ^_^_^_^_^_^_ ^_ ^_ ^_ ^_ ^_ ^_^_^_ ^_ ^_ ^_ ^_ ^_ ^_ ^_ ^_ ^_ ^_^_^_^_^_ ^_ ^_ ^_ ^_ ^_ ^_^_ ^_ ^_ ^_ ^_ ^_ ^_^_^_FF F F FFF F F F F F F FF FFFFFFF F FFFFFFFF F FFFFFFFF F F F F FFF F F F F ² 0 1,000 2,000500Feet Legend !(2012 Crashes #*2013 Crashes ")2014 Crashes $+2015 Crashes XW 2016 Crashes ^_2017 Crashes F 2018 Crashes Plainfield Crash Analysis CRASH ANALYSIS ‐ Intersection IL‐59 at 143rd St.4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000000111% Fixed Object 001001021% Head On 000001011% Other Non Collision 000000000% Overturned 000000000% Parked Motor Vehicle 001001021% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 19131712192224126 68% Sideswipe Opposite 010000011% Sideswipe Same Direction 122121312 7% Turning 2314107835 19% Other/animal 110010142% Unknown 000000000% Total 23 20 22 17 32 33 37 184 100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 21162114262634158 86% Rain 130333215 8% Snow 101013174% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 010001021% Unknown 000020021% Total 23 20 22 17 32 33 37 184 100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 20141711272324136 74% Wet 130544825 14% Snow or Slush 113011184% Ice 002003053% Other 000000000% Unknown 120102410 5% Total 23 20 22 17 32 33 37 184 100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 16 16 18 9 23 23 30 135 73% Darkness 220110284% Darkness, Lighted Road 414587534 18% Dusk 000103042% Dawn 110100032% Unknown 000000000% Total 23 20 22 17 32 33 37 184 100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 223334421 11% Property Damage Only 21 19 19 15 29 30 33 166 90% No Reported Injury/Damage21191915293033166 90% Total 44404133616470 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Intersection IL‐126 at 143rd Crash Analysis 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000001013% Fixed Object 001001026% Head On 010000013% Other Non Collision 000000000% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 223053318 56% Sideswipe Opposite 000001126% Sideswipe Same Direction 000000000% Turning 01010035 16% Other/animal 100001139% Unknown 000000000% Total 344157832100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 234155828 88% Rain 11000204 13% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 000000000% Unknown 000000000% Total 344157832100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 222145723 72% Wet 12000216 19% Snow or Slush 001000013% Ice 001010026% Other 000000000% Unknown 000000000% Total 344157832100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 332135522 69% Darkness 00201227 22% Darkness, Lighted Road 000000000% Dusk 000010013% Dawn 010000126% Unknown 000000000% Total 344157832100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 02111117 22% Property Damage Only 323046725 78% No Reported Injury/Damage323046725 78% Total 667191315 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Segment IL‐126 to north 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000000000% Fixed Object 000000000% Head On 10000001 13% Other Non Collision 0 0 0 0 0 0 0 00% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 00001113 38% Sideswipe Opposite 00000101 13% Sideswipe Same Direction 00000101 13% Turning 00010001 13% Unknown 00000011 13% Total 1 0 0 1 1 3 2 8 100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 10011317 88% Rain 000000000% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 00000011 13% Unknown 000000000% Total 1 0 0 1 1 3 2 8 100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 10011317 88% Wet 00000011 13% Snow or Slush 000000000% Ice 000000000% Other 000000000% Unknown 000000000% Total 1 0 0 1 1 3 2 8 100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 10011227 88% Darkness 00000101 13% Darkness, Lighted Road 000000000% Dusk 000000000% Dawn 000000000% Unknown 000000000% Total 1 0 0 1 1 3 2 8 100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 20000103 38% Property Damage Only 00011226 75% No Reported Injury/Damage00011226 75% Total 2002254 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Segment Il‐126 to south 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000000000% Fixed Object 00000101 50% Head On 000000000% Other Non Collision 0 0 1 0 0 0 0 1 50% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 000000000% Sideswipe Opposite 000000000% Sideswipe Same Direction 000000000% Turning 000000000% Unknown 000000000% Total 0 0 1 0 0 1 0 2 100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 00100102 100% Rain 000000000% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 000000000% Unknown 000000000% Total 0 0 1 0 0 1 0 2 100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 00100102 100% Wet 000000000% Snow or Slush 000000000% Ice 000000000% Other 000000000% Unknown 000000000% Total 0 0 1 0 0 1 0 2 100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 00100102 100% Darkness 000000000% Darkness, Lighted Road 000000000% Dusk 000000000% Dawn 000000000% Unknown 000000000% Total 0 0 1 0 0 1 0 2 100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 000000000% Property Damage Only 00100102 100% No Reported Injury/Damage00100102 100% Total 0020020 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Segment Naperville Rd 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000000000% Fixed Object 000000000% Head On 000000000% Other Non Collision 0 0 0 0 0 0 0 00% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 00010001 100% Sideswipe Opposite 000000000% Sideswipe Same Direction 000000000% Turning 000000000% Unknown 000000000% Total 0 0 0 1 0 0 0 1 100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 00010001 100% Rain 000000000% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 000000000% Unknown 000000000% Total 0 0 0 1 0 0 0 1 100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 00010001 100% Wet 000000000% Snow or Slush 000000000% Ice 000000000% Other 000000000% Unknown 000000000% Total 0 0 0 1 0 0 0 1 100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 00010001 100% Darkness 000000000% Darkness, Lighted Road 000000000% Dusk 000000000% Dawn 000000000% Unknown 000000000% Total 0 0 0 1 0 0 0 1 100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 000000000% Property Damage Only 00010001 100% No Reported Injury/Damage00010001 100% Total 0002000 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Segment Il‐59 to north 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000000000% Fixed Object 000000000% Head On 000000000% Other Non Collision 000000000% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 10010114 100% Sideswipe Opposite 000000000% Sideswipe Same Direction 000000000% Turning 000000000% Other/Animal 000000000% Unknown 000000000% Total 10010114100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 10010114 100% Rain 000000000% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 000000000% Unknown 000000000% Total 10010114100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 10010114 100% Wet 000000000% Snow or Slush 000000000% Ice 000000000% Other 000000000% Unknown 000000000% Total 10010114100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 10000001 25% Darkness 00000011 25% Darkness, Lighted Road 00010001 25% Dusk 00000101 25% Dawn 000000000% Unknown 000000000% Total 10010114100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 000000000% Property Damage Only 10010114 100% No Reported Injury/Damage10010114 100% Total 2002022 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Segment IL‐59 to south 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 00100001 25% Fixed Object 00000101 25% Head On 000000000% Other Non Collision 000000000% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 00000101 25% Sideswipe Opposite 000000000% Sideswipe Same Direction 10000001 25% Turning 000000000% Other/Animal 000000000% Unknown 000000000% Total 10100204100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 10100204 100% Rain 000000000% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 000000000% Unknown 000000000% Total 10100204100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 10000203 75% Wet 000000000% Snow or Slush 00100001 25% Ice 000000000% Other 000000000% Unknown 000000000% Total 10100204100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 10100103 75% Darkness 000000000% Darkness, Lighted Road 00000101 25% Dusk 000000000% Dawn 000000000% Unknown 000000000% Total 10100204100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 000000000% Property Damage Only 10100204 100% No Reported Injury/Damage10100204 100% Total 2020040 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Segment 143rd east of IL‐126 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000000000% Fixed Object 000000000% Head On 000000000% Other Non Collision 000000000% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 000000000% Sideswipe Opposite 00010001 33% Sideswipe Same Direction 000000000% Turning 000000000% Other/Animal 00100012 67% Unknown 000000000% Total 00110013100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 00110013 100% Rain 000000000% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 000000000% Other 000000000% Cloudy/Overcast 000000000% Unknown 000000000% Total 00110013100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 00010012 67% Wet 00100001 33% Snow or Slush 000000000% Ice 000000000% Other 000000000% Unknown 000000000% Total 00110013100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 00110002 67% Darkness 000000000% Darkness, Lighted Road 000000000% Dusk 000000000% Dawn 00000011 33% Unknown 000000000% Total 00110013100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 000000000% Property Damage Only 00110013 100% No Reported Injury/Damage00110013 100% Total 0022002 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition CRASH ANALYSIS ‐ Segment 143rd west of IL‐59 4/29/2020 Collision Type 2012 2013 2014 2015 2016 2017 2018 Total % Angle 000100019% Fixed Object 001000019% Head On 000000000% Other Non Collision 000000000% Overturned 000000000% Parked Motor Vehicle 000000000% Pedalcyclist 000000000% Pedestrian 000000000% Rear End 11111117 64% Sideswipe Opposite 000000000% Sideswipe Same Direction 000001019% Turning 000000119% Other/Animal 000000000% Unknown 000000000% Total 112212211100% Weather Conditions 2012 2013 2014 2015 2016 2017 2018 Total % Clear 10121229 82% Rain 010000019% Snow 000000000% Fog/Smoke/Haze 000000000% Sleet/Hail 000000000% Severe Cross Wind 001000019% Other 000000000% Cloudy/Overcast 000000000% Unknown 000000000% Total 112212211100% Road Surface Condition 2012 2013 2014 2015 2016 2017 2018 Total % Dry 10211229 82% Wet 01010002 18% Snow or Slush 000000000% Ice 000000000% Other 000000000% Unknown 000000000% Total 112212211100% Lighting Condition 2012 2013 2014 2015 2016 2017 2018 Total % Daylight 10221219 82% Darkness 000000000% Darkness, Lighted Road 01000012 18% Dusk 000000000% Dawn 000000000% Unknown 000000000% Total 112212211100% Worst Occurrence 2012 2013 2014 2015 2016 2017 2018 Total % Fatality 000000000% Injury 20001014 36% Property Damage Only 01220218 73% No Reported Injury/Damage01220207 64% Total 2244142 Crash Severity Crashes By Collision Type Crashes by Weather Conditions Crashes by Road Surface Conditions Crashes by Light Condition 12:00 07/31/2012 201201285547 15:00 12/17/2012 201201429279 13:00 11/26/2012 201201414010 00:00 10/21/2012 201201386724 07:00 04/27/2012 201201193912 14:00 04/16/2012 201201187959 18:00 02/10/2012 201201092243 09:00 03/03/2012 201201146919 14:00 07/10/2012 201201261022 12:00 07/28/2012 201201281738 13:00 06/15/2012 201201234109 17:00 12/13/2012 201201426099 17:00 10/30/2012 201201393760 15:00 03/28/2012 201201167222 00:00 02/11/2012 201201082041 06:00 10/02/2012 201201372180 10:00 03/08/2012 201201062844 10:00 02/17/2012 201201090304 08:00 07/02/2012 201201253084 19:00 12/08/2012 201201422948 A 22:00 03/26/2012 201201165923 07:00 05/08/2012 201201136599 18:00 06/10/2012 201201229199 17:00 12/15/2012 201201428098 2012 2012 US 30 IL 59IL 59Jeremy Metz1/30/2019 (11:40:43 AM)300.0000 ' / in.Collision Diagram_59_and_30_2012.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 01/30/2019 US 30 AT IL 59 2012 COLLISION DATA EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD US 30 AND RTE 59 DESIGNED SCALE: NTS  Copyright CMT,License No. 184-000613 20:00 01/10/2013 201301043805 2013 2013 11:00 11/16/2013 201301393436 11:00 04/11/2013 201301187412 01:00 11/10/2013 201301296791 A 16:00 08/12/13 201301162655 07:00 12/05/13 201301408881 16:00 10/10/13 201301358394 14:00 01/29/13 201301076220 07:00 10/01/13 201301378590 14:00 03/26/13 201301177715 08:00 07/14/2013 201301269547 19:00 08/06/13 201301290777 18:00 07/15/2013 201301270255 09:00 07/16/13 201301271830 14:00 08/31/2013 201301336319 07:00 03/06/13 201301028068 11:00 03/22/2013 201301110463 18:00 10/23/13 201301369648 06:00 10/17/13 201301364578 16:00 05/05/13 201301205392 18:00 03/23/2013 201301176171 16:00 09/18/13 201301332937 US 30 IL 59IL 59Jeremy Metz1/30/2019 (11:44:05 AM)300.0000 ' / in.Collision Diagram_59_and_30_2013.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 01/30/2019 US 30 AT IL 59 2013 COLLISION DATA EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD US 30 AND RTE 59 DESIGNED SCALE: NTS  Copyright CMT,License No. 184-000613 2014 2014 US 30 IL 59IL 59Jeremy Metz1/30/2019 (12:04:50 PM)300.0000 ' / in.Collision Diagram_59_and_30_2014.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 01/30/2019 US 30 AT IL 59 2014 COLLISION DATA 12:00 07/23/14 201400362965 10:00 10/31/14 201400427461 10:00 01/08/14 201400069117 07:00 01/28/14 201400014512 12:00 06/09/14 201400309165 12:00 04/11/14 201400212912 15:00 08/05/14 201400368509 07:00 01/07/14 201400067842 11:00 01/07/14 201400014511 11:00 12/018/14 201400457303 07:00 12/01/14 201400449848 11:00 06/27/14 201400333607 05:00 12/17/14 201400456928 07:00 02/12/14 201400026061 15:00 02/10/14 201400106564 22:00 02/03/14 201400096530 17:00 12/04/14 201400451792 13:00 12/28/14 201400460413 08:00 09/08/14 201400389766 13:00 10/12/14 201400412931 11:00 01/03/14 201400063381 10:00 12/28/14 201400460272 08:00 01/24/14 201400085698 06:00 03/10/14 201400141125 06:00 03/05/14 201400134203 EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD US 30 AND RTE 59 DESIGNED SCALE: NTS  Copyright CMT,License No. 184-000613 2015 2015 US 30 IL 59IL 59Jeremy Metz1/30/2019 (12:43:18 PM)300.0000 ' / in.Collision Diagram_59_and_30_2015.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 01/30/2019 US 30 AT IL 59 2015 COLLISION DATA 10:00 03/10/15 201501420472 09:00 02/03/15 201501048010 18:00 11/11/15 201501485571 11:00 07/14/15 201501454175 14:00 07/10/15 201501368870 19:00 05/01/15 201501438969 11:00 11/19/15 201501485459 00:00 05/02/15 201501438894 12:00 04/25/15 201501438172 18:00 12/15/15 201501299748 22:00 08/06/15 201501460551 21:00 04/05/15 201501427384 06:00 08/31/15 201501464927 19:00 10/31/15 201501473832 08:00 01/31/15 201501031109 23:00 01/17/15 201501191165 18:00 02/13/15 201501132862 15:00 08/13/15 201501412076 EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD US 30 AND RTE 59 DESIGNED SCALE: NTS  Copyright CMT,License No. 184-000613 2016 2016 US 30 IL 59IL 59Jeremy Metz1/30/2019 (12:44:54 PM)300.0000 ' / in.Collision Diagram_59_and_30_2016.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 01/30/2019 US 30 AT IL 59 2016 COLLISION DATA 17:00 03/10/16 201601361732 15:00 06/28/16 201301414230 20:00 05/20/16 201601395324 19:00 11/05/16 201601485948 20:00 03/09/16 201601357272 12:00 04/06/16 201601367964 22:00 03/13/16 201601361294 17:00 10/23/16 201601474613 09:00 10/29/16 201601474487 14:00 11/06/16 201601486122 21:00 09/12/16 201601463985 14:00 10/07/16 201601475807 14:00 06/26/16 201601413340 14:00 04/04/16 201601366689 14:00 10/07/16 201601470593 17:00 06/29/16 201601414248 18:00 09/13/16 201601457857 11:00 10/09/16 201601476185 13:00 08/22/16 201601445059 19:00 05/19/16 201601396019 EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD US 30 AND RTE 59 DESIGNED SCALE: NTS  Copyright CMT,License No. 184-000613 2017 2017 US 30 IL 59IL 59Alec Sery4/22/2020 (11:11:13 AM)300.0000 ' / in.Collision Diagram_59_and_30_2017.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC AS JJM COLLISION DIAGRAM 04/22/2020 US 30 AT IL 59 2017 COLLISION DATA EXHIBIT 3-2 18:00 09/21/2017 201701307627 16:00 02/14/2017 201701377835 19:00 02/17/2017 201701378203 06:00 08/21/2017 201701455116 10:00 12/13/2017 201701484583 16:00 01/09/2017 201701364974 12:00 04/10/2017 201701403652 07:00 08/17/2017 201701454036 02:00 12/19/2017 201701486063 15:00 01/26/2017 201701371778 18:00 05/08/2017 201701416415 09:00 09/22/2017 201701463422 09:00 12/26/2017 201701487933 17:00 08/04/2017 201701450293 14:00 06/05/2017 201701428217 15:00 12/15/2017 201701485122 17:00 08/31/2017 201701458040 17:00 04/14/2017 201701404304 07:00 03/29/2017 201701396721 10:00 11/09/2017 201701476366 21:00 06/26/2017 201701437359 05:00 09/26/2017 201701315327 19:00 01/09/2017 201701364975 19:00 09/04/2017 201701459075 13:00 05/10/2017 201701417778 19:00 08/31/2017 201701458046 11:00 11/12/2017 201701477101 08:00 10/28/2017 201701473515 22:00 12/18/2017 201701485802 06:00 10/26/2017 201701472395 09:00 08/08/2017 201701451375 17:00 01/09/2017 201701364966 09:00 12/04/2017 201701361778 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD US 30 AND RTE 59 DESIGNED SCALE: NTS  Copyright CMT,License No. 184-000613 2018 2018 US 30 IL 59IL 59Alec Sery4/22/2020 (8:48:40 AM)300.0000 ' / in.Collision Diagram_59_and_30_2018.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC AS JJM COLLISION DIAGRAM 04/22/2020 US 30 AT IL 59 2018 COLLISION DATA EXHIBIT 3-2 06:00 11/21/2018 201801486851 A 22:00 10/03/2018 201801473738 14:00 02/05/2018 201801081123 20:00 01/30/2018 201801416838 07:00 02/05/2018 201801418333 19:00 03/18/2018 201801427933 09:00 08/01/2018 201801458532 19:00 08/09/2018 201801460558 13:00 01/20/2018 201801065193 19:00 06/14/2018 201801447918 12:00 06/29/2018 201801451156 16:00 10/15/2018 201801476574 23:00 04/28/2018 201801141234 11:00 04/23/2018 201801436969 13:00 11/17/2018 201801485817 17:00 10/15/2018 201801476572 16:00 10/25/2018 201801479201 11:00 12/29/2018 201801496316 15:00 03/04/2018 201801424899 11:00 09/20/2018 201801288253 13:00 06/10/2018 201801447067 18:00 06/21/2018 201801449361 08:00 10/17/2018 201801319840 06:00 05/31/2018 201801444591 05:00 06/04/2018 201801445513 16:00 06/26/2018 201801450489 16:00 08/07/2018 201801460171 22:00 04/20/2018 201801435352 14:00 08/20/2018 201801462620 05:00 07/20/2018 201801456184 07:00 09/13/2018 201801470383 13:00 02/10/2018 201801419826 17:00 11/04/2018 201801481999 00:00 04/07/2018 201801432225 05:00 01/11/2018 201801411510 11:00 06/18/2018 201801448755 16:00 02/26/2018 201801423648 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD US 30 AND RTE 59 DESIGNED SCALE: NTS  Copyright CMT,License No. 184-000613 06:00 08/04/2012 20120121979 2012 2012 IL 126 Jeremy Metz2/7/2019 (2:37:52 PM)300.0000 ' / in.Collision Diagram_120_and_143rd_2012.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 02/07/2019 143RD STREET 143RD STREET OZIN G A US 126 AT 143RD STREET 2012 COLLISION DATA 14:00 04/30/2012 201201102273 10:00 03/05/2012 201201090580 08:00 11/12/2012 201201314974 A EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD DESIGNED SCALE: NTS US 126 AND 143RD STREET  Copyright CMT,License No. 184-000613 14:00 10/22/2013 201301198745 2013 2013 IL 126 Jeremy Metz2/7/2019 (3:13:19 PM)300.0000 ' / in.$FILES$ ($MODELNAME$)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgPlainfield_Screen.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 02/07/2019 143RD STREET 143RD STREET OZIN G A US 126 AT 143RD STREET 2013 COLLISION DATA 06:00 02/19/2013 201301043464 15:00 02/04/2013 201301029507 08:00 07/10/2013 201301275041 EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD DESIGNED SCALE: NTS US 126 AND 143RD STREET  Copyright CMT,License No. 184-000613 14:00 12/05/2014 201400387892 2014 2014 IL 126 Jeremy Metz2/7/2019 (3:15:16 PM)300.0000 ' / in.Collision Diagram_120_and_143rd_2014.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 02/07/2019 143RD STREET 143RD STREET OZIN G A US 126 AT 143RD STREET 2014 COLLISION DATA 08:00 01/14/2014 201400003110 A 06:00 05/07/2014 201400253870 05:00 03/25/2014 201400031619 17:00 01/02/2014 201400139494 16:00 11/21/2014 201400375101 EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD DESIGNED SCALE: NTS US 126 AND 143RD STREET  Copyright CMT,License No. 184-000613 2015 2015 IL 126 Jeremy Metz2/7/2019 (3:16:48 PM)300.0000 ' / in.Collision Diagram_120_and_143rd_2015.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 02/07/2019 143RD STREET 143RD STREET OZIN G A US 126 AT 143RD STREET 2015 COLLISION DATA 15:00 01/28/2015 201501073010 13:00 08/17/2015 201501158519 17:00 09/03/2015 201501182656 EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD DESIGNED SCALE: NTS US 126 AND 143RD STREET  Copyright CMT,License No. 184-000613 2016 2016 IL 126 Jeremy Metz2/7/2019 (3:17:51 PM)300.0000 ' / in.Collision Diagram_120_and_143rd_2016.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC JJM CMC COLLISION DIAGRAM 02/07/2019 143RD STREET 143RD STREET OZIN G A US 126 AT 143RD STREET 2016 COLLISION DATA 23:00 04/22/2016 201601382842 18:00 09/26/2016 201601234444 12:00 09/11/2016 201601219727 08:00 12/19/2016 201601306233 18:00 01/25/2016 201601343734 18:00 12/19/2016 201601343734 EXHIBIT 3-2 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD DESIGNED SCALE: NTS US 126 AND 143RD STREET  Copyright CMT,License No. 184-000613 2017 2017 IL 126 Alec Sery4/22/2020 (9:53:32 AM)300.0000 ' / in.Collision Diagram_126_and_143rd_2017.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC AS JJM COLLISION DIAGRAM 04/22/2020 143RD STREET 143RD STREET OZIN G A US 126 AT 143RD STREET 2017 COLLISION DATA 06:00 10/16/2017 201701281654 EXHIBIT 3-2 06:00 11/01/2017 201701289362 A 11:00 10/23/2017 201701472110 15:00 08/03/2017 201701449889 14:00 09/14/2017 201701238947 09:00 02/15/2017 201701377951 16:00 11/08/2017 201701297913 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD DESIGNED SCALE: NTS US 126 AND 143RD STREET  Copyright CMT,License No. 184-000613 2018 2018 IL 126 Alec Sery4/22/2020 (10:53:59 AM)300.0000 ' / in.Collision Diagram_126_and_143rd_2018.dgn (Default)L:\Plainfield\18024201-00_PhaseIAddendum\Data_Collection\Traffic Data\Crash\..=PLOT DRIVERPEN TABLE==USER NAME DIRECTORY= FILE (MODEL)=PLOT SCALEPDF_Screen.pltcfgILDOT_Black.tbl=PLOT DATE=CMC AS JJM COLLISION DIAGRAM 04/22/2020 143RD STREET 143RD STREET OZIN G A US 126 AT 143RD STREET 2018 COLLISION DATA EXHIBIT 3-2 05:00 11/08/2018 201801344262 A 06:00 04/11/2018 201801111497 06:00 12/20/2018 201801395222 07:00 09/22/2018 201801471685 09:00 06/18/2018 201801186550 17:00 06/07/2018 201801172623 07:00 06/06/2018 201801175215 15:00 09/19/2018 201801291261 MUNICIPALITY: INTERSECTION: PERIOD: COUNTY: YEARS MONTHS FROM TO10 WILL MOVING VEHICLE TRAFFIC SIGNAL SYMBOLS MANNER OF COLLISION M P B REAR END HEAD ONPARKED VEHICLE A DATE CHECKED DRAWN - - - -SHEET NO. OF SHEETS STA. TO STA. OTHER OBJECT MOTORCYCLE BACKING VEHICLE STOPPED VEHICLE FATAL PEDESTRIAN ANIMAL BICYCLE FIXED OBJECT OVERTAKE OUT OF CONTROL SKIDDING OVERTURNED LEFT TURN RIGHT TURN RIGHT ANGLE SIDE SWIPE NORTH DIAGRAM COLLISION PLAINFIELD DESIGNED SCALE: NTS US 126 AND 143RD STREET  Copyright CMT,License No. 184-000613 APPENDIX 13 Land Acquisition Summary PARCELPINPr ROW Pr Ease Pr Temp Ease Parcel TotalAcresAcresAcresAcres1NN0001 06‐03‐04‐409‐004 0.0000.2450.0000.245100.0%0.0%1NN0002 06‐03‐04‐409‐003 0.3020.0000.4360.73840.9%59.1%1NN0003 06‐03‐09‐200‐038 3.8990.0000.0003.899100.0%0.0%1NN0004 06‐03‐03‐300‐015 3.4580.0001.1124.57075.7%24.3%1NN0005 06‐03‐03‐302‐008 0.0003.6250.2893.91492.6%7.4%1NN0006 06‐03‐03‐300‐016 1.0640.0000.0001.064100.0%0.0%06‐03‐03‐301‐00106‐03‐03‐301‐00206‐03‐03‐301‐00306‐03‐03‐301‐00406‐03‐03‐300‐00706‐03‐03‐300‐0081NN000906‐03‐03‐300‐006 0.1580.0000.0000.158100.0%0.0%1NN0010 06‐03‐03‐403‐013 0.9490.0000.0000.949100.0%0.0%1NN0011 06‐03‐03‐403‐012 0.8730.0000.0000.873100.0%0.0%1NN0012 06‐03‐10‐107‐003 0.0000.0000.0090.0090.0%100.0%1NN0013 06‐03‐02‐100‐012 7.8000.0005.63913.43958.0%42.0%1NN0014 06‐03‐02‐300‐014 0.1270.2020.0700.39982.5%17.5%1NN0015 06‐03‐10‐205‐009 0.0000.0000.0140.0140.0%100.0%1NN0016 06‐03‐10‐204‐015 0.0000.0000.0050.0050.0%100.0%1NN0017 06‐03‐10‐200‐027 0.0000.0000.0700.0700.0%100.0%1NN0018 03‐03‐02‐300‐004 2.3090.0000.0002.309100.0%0.0%1NN0019 06‐03‐10‐205‐006 0.0000.0000.0180.0180.0%100.0%06‐03‐03‐403‐01506‐03‐03‐403‐01806‐03‐10‐100‐00106‐03‐03‐300‐0091NN0022 06‐03‐09‐200‐026 0.2240.0750.1000.39974.9%25.1%06‐03‐10‐100‐00106‐03‐03‐300‐00926.1634.14716.07646.38665.3%34.7%143rd Street ExtensionVillage of PlainfieldSection 06‐00040‐00‐FPLand Acquisition Summary% Impact Permanent% Impact TemporaryTotals1NN0021 0.268 0.000 0.479 0.747 35.9% 64.1%71.1%1NN000756.0%44.0%9.2375.1710.0004.0661NN0023 0.248 0.000 0.609 0.857 28.9%1NN00080.0%100.0%0.2370.0000.0000.2371NN002091.9%8.1%2.2362.0550.0000.18103/09/2021 Illinois Department of Transportation Office of Highways Project Implementation I Region 1 I District 1 201 West Center Court I Schaumburg, Illinois 60196-1096 LAND ACQUISITION LPA Village of Plainfield Route 143rd Street Extension Section : 06 -00040 -00 -FP Job No. : R-91-012-20 County : Will County VIA ELECTRONIC DELIVERY May 22, 2020 Mr. Tice Cole Crawford Murphy & Tilly 550 North Commons Drive, Suite 116 Aurora, Illinois 60504 Dear Mr. Cole, The plats of highways and legal descriptions for the subject project listed above have been approved. Commencement of the appraisals is appropriate after the we have received and approved your request for land acquisition fee consultants. Please note, however that if federal reimbursement of right of way acquisition costs is anticipated, the appropriate State -Local Agency joint agreement must be executed and federal authorization of right of way acquisition funding must be obtained prior to the start of appraisal, review appraisal and negotiation activities. These actions are administered by the District Bureau of Local roads and Streets. Please contact Temi Latinwo at (847) 705-4179 before starting any appraisal, review appraisal and negotiation activities if federal funding of the right of way acquisition is anticipated. If you have any questions or need additional information, please contact Ms. Joy Gustafson at (847) 705-4334. Very truly yours, Anthony J. Quigley, P.E. Region One Engineer By: Omolara Johnson Bureau Chief of Land Acquisition Cc: Scott Threewitt, Village of Plainfield PLANS FOR PROPOSED PLAT OF HIGHWAYS RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN VILLAGE OF PLAINFIELD IL ROUTE 59NAPERVILLE ROADIL ROUTE 126 143RD STREET 143RD STREET (FAU 0380)TOWNSHIP 36 NORTHLOCATION MAP NOT TO SCALE NET LENGTH = x.xx FT. = x.xxx MILE GROSS LENGTH = 7,506.13 FT. = 1.42 MILE STA. 506+05.00 PROJECT BEGINS STA. 575+36.13 PROJECT ENDS SEC 4SE 1/4 SEC 3SW 1/4 SEC 3SE 1/4 SEC 2SW 1/4 SEC 11NW 1/4 SEC 10NE 1/4 SEC 10NW 1/4 SEC 9NE 1/4 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 WILL COUNTY JOB NO: R-91-012-20 SECTION: 06-00040-00-FP 580 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 PRINTED BY THE AUTHORITY OF THE STATE OF ILLINOIS MC HENRY LAKE KANE COOK DU PAGE WILL LOCATION OF SECTION INDICATED THUS: - DISTRICT HEADQUARTERS: -* *SCHAUMBURG IDOT USE ONLY  Copyright CMT,License No. 184-000613 NAPERVILLE ROADIL ROUTE 126 IL RTE 59 / US RTE 30IL RTE 59506+05.00 575+36.13 NUMBER PARCEL OWNER NUMBER SHEET 4 ACQUIRED BY PROPERTY 4 3 7 U-STORE-IT, L.P. 7 9 OWNER NUMBER SHEET ACQUIRED BY PROPERTY 10 10 CROSSWINDS CHURCH 8 13 15 14 14 13 CBI RESEARCH CORPORATION 5 MARGARET JEANETTE D'ARCY, TRUSTEE JOHN A STYRCZULA AND BERNICE STYRCZULA SUE ANN SAUVAGEAU STELLA E MUSIC AND MARY ELLEN MUSIC 10 10 WILLIAM LAZO, JR. AND JACQUELINE J. LAZO JAYMES RICHARD PARKER PURE ROD AND GUN CLUB, INC. PEGGY L. O'CONNOR TRUSTEE SPEEK PROPERTIES MICHAEL HERBST AND PAULINE HERBST COMMONWEALTH EDISON COMPANY & 13 11, 12 16 & 15 12, 13 8, 11, 3, 5, 6, IL ROUTE 126 RAVAGO AMERICAS, LLC DAYFIELD PROPERTIES, LLC PLAINFIELD TOWNSHIP PARK DISTRICT BASS AND GILL CLUB, INC. (FLETCHER LAKE) BASS AND GILL CLUB, INC. (MAIN LAKE) NUMBER PARCEL 1NN0011 1NN0012 1NN0013 1NN0014 1NN0015 1NN0016 1NN0017 1NN0018 1NN0001 1NN0002 1NN0003 1NN0004 1NN0005 1NN0006 1NN0007 1NN0008 1NN0009 1NN0010 1NN00091 NN0 0 0 8 1NN0013 1NN0007 1NN00111NN0014 1NN0018 1NN0002 1NN0005 1NN0006 1NN0004 1NN0020 1NN0001 1NN0021 1NN0010 1NN00121 N N0 0 1 9 1 N N0 0 1 5 1 N N0 0 1 7 1NN0022 1NN0003 1 N N0 0 1 6 1NN0022 1NN0014 1NN0013 1NN0005 1NN0002 1NN0001 FOR PARCELS TOTAL HOLDING SEE SHEET 16 1NN0023 1NN0023 1NN0022 1NN0021 1NN0020 1NN0019 575 570 565 560 555 550 545 540 535 530 525 520 515 510 505 500 3T6N E9R 3T6N E9R DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET OF LIMITS: SECTION: COUNTY: JOB NO.: SHEETS PLAT OF HIGHWAYS INDEX SHEET SCALE: N/A IDOT USE ONLY PLAT OF HIGHWAYS 2 143RD STREET (FAU 0380) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 06-00040-00-FP WILL R-91-012-20 3390+00 3395+00 3400+00 3405+00 3410+00 710+00 715+00 720+00 725+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 400 405 4 1 0  Copyright CMT,License No. 184-000613 3T6 N 9 E R ¢ PC Sta 508+36.59 PT Sta 510+89.05 EXISTING R.O.W. EXISTING R.O.W. WILL 36 9 NE 9 INDIAN BOUND A RY LINE PT Sta 506+05.00 STA. 506+05.00 BEGIN PROJECT 50' SEE SHEET 4 SEE SHEET 53 ¡ 143RD STREET 4 3 109 IL RTE 59P.T. STA. = 510+89.05 P.C. STA. = 508+36.59 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 0.93' L = 252.46' T = 126.24' R = 8,600.00' PI STA. = 509+62.83 CURVE DATA-6 PROP. 143RD ST.SEC 4-36-9 41E LINE SEEXIST. R.O.WS LINE DOC #399003 E LINE OF DOC #R75-8944¡ IL RTE 59 91.90' S59°54'11"W 86.06' S64°23'14"W 199.39'S01°00'37"E130.74' S85°39'37"W 121.23' S69°22'26"W 238.88' S88°28'34"W268.93'N01°31'34"W647.48' N83°32'52"E 80.00' LT STA. 3395+23.39 S83°32'52"W 20.00' CHD. = 145.92' CHD. BRG. = N82°53'32"E L = 145.93' R = 4695.00' CHD. = 145.16' CHD. BRG. = S82°54'29"W L = 145.17' R = 4665.00' 109.88' RT STA. 510+42.22 79.97' RT STA. 510+42.58 52.65' RT STA. 511+89.85 53.35' RT STA. 512+09.84 82.63' RT STA. 511+88.91 N07°44'16"W 29.92' S06°16'38"E 29.96'163.84'S06°18'56"E IL RTE 59 / US RTE 3030' EX. PERM. ESMT. 1NN0003 DOC #2005084172 POB 1NN0003 79.97' LT STA. 3397+22.68 EXIST. R.O.WPT Sta 3396+79.97 CHURCH69.4' TOWER UTILITY TOWER UTILITY 163.96' N06°18'56"W60'+/- 50'+/- 80'+/- P.T. STA. = 3396+79.97 EXIST. CURVE EXCL_59_1 PI STA. = 3388+40.00 R = 118,805.00' T = 840.00' L = 1,679.97' E = 2.97' T.R. = NO S.E. P.C. STA. = 3380+00.00 e = N/A S.E. RUN = N/A ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,155.2707 1,019,162.0097 1,805,194.5286 1,019,411.3900 1,804,991.9370 1,019,967.5740 1,805,176.7300 1,019,286.4117 1,805,115.9025 1,018,933.7874 COORDINATE LOCATION PC Sta 508+36.59 BEG. PROJ./PT Sta 506+05.00 PI Sta 509+62.83 PT Sta 510+89.05 PT Sta 3396+79.97 COORDINATE TABLE â„„ EXIST IL R COORDINATE TABLE â„„ PROP. 143RD S 66.9'60.7'69.6'62.9'58.9'52.9'39.9'28.8'16.2'49.1' 15.7'13.7'5' 11.5' 7.8'64'17.54' LT STA. 3398+74.21 112.58' RT STA. 511+87.95 205.66' RT STA. 508+84.94 217.11' RT STA. 512+04.72 216.53' RT STA. 511+84.73 471.93' RT STA. 508+45.64 369.19' LT STA. 3394+35.83 483.45' LT STA. 3393+95.48 160.35' LT STA. 3394+78.85 238.65' LT STA. 3394+43.19 (EX. R.O.W.) 34.89' 79.94' LT STA. 3398+47.47 N00°58'20"W124.79'N87°25'01"E 92.42' SEC 9-36-941E LINE NESEC 9-36-941 NE SEC 4-36-941SE SEC 3-36-941W LINE SW SEC 4-36-9 4 1S LINE SE SEC 9-36-9 4 1 N LINE NE AT STA. 514+43.77 SEC 9-36-94 1N LINE NE INTERSECTION OF 1NN0019PE-1S83°32'52"W 332.47' 75.18' RT STA. 515+25.79 S83°32'52"W 65.02' (EX. PERM. ESMT.) 30.13' S01°53'26"E 67.16'145.36'S01°53'26"E DOC #399003 9 ¢ 15.25' LT STA. 3397+28.87 EXCEPTION CELL TOWER SITE (PLATS)(DOC #R2002100753)(DOC #R99-137689)(DOC #R99-137689)*APL MARTIN COMMERCIAL CENTER DOC #R2005138795 & DOC #R2006-071858 DOC #R2006-071858 MARTIN COMMERCIAL CENTER OUTLOT A IN ¢ SEE SHEET 4 SEE SHEET 6 DOC #2005084172 DOC #984116 PER BOOK 1776 PG 478EXISTING SOUTHERLY ROW (PLATS)(DOC #R2002100753)143RD STREET / US RTE 30 TOTAL HOLDING CALCULATION NOT SURVEYED 147.76' S00°58'20"EN52°07'10"W 38.51' SEC 10-36-941W LINE NW#R2000006900 PER DOC DEDICATION) (ASSUME NO 0.111 AC +/- EX. PERM. ESMT. 16 506+05.00 516+50 40.8' CHD. = 20.00' CHD. BRG. = N83°54'12"E L = 20.00' R = 4725.00' BOOK 776 PG 350 ROW DEDICATION FOR TOTAL HOLDING SEE SHEET 16 DOC #399003 NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER (ACRES) TEMP (ACRES) PERM EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 6.755 N/A 2.8563.899 COMPENSATORY STORAGE DRAINAGE1NN0003 06-03-09-200-038N/A N/A PURPOSE * 12.27212.496 0.100 0.075 06-03-09-200-0260.224*0.113 CULVERT EXTENTION INGRESS & ENGRESS ENTR CONSTRUCTION POB 1NN0022TE 1NN0022TEN06°18'56"W104.00' POB 1NN0022PE 1NN0022TE 1NN0022PE 1NN0022N=1,805,252.9720, E=1,019,944.4730 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" SECTION 9-36-94 1NE COR, NE POC 1NN0022PE, POC 1NN0022TE POC 1NN0003, POC 1NN0022 POB 1NN0022 1NN0022TE 1NN0022PE 1NN0022 510+00 515+00 3395+00 3400+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 3T6 N 9 E R SEE SHEET 6¢ PC Sta 508+36.59 PT Sta 510+89.05 SEC 9-36-941E LINE NE SEC 10-36-941W LINE NW SEC 4-36-941E LINE SE SEC 3-36-941W LINE SWEXISTING R.O.W. EXISTING R.O.W. WILL 36 9 PT Sta 506+05.00 STA. 506+05.00 BEGIN PROJECT SEC 9-36-941 NE SEC 4-36-941SE 50' SEE SHEET 3 SEC 4-36-9 4 1S LINE SE SEC 9-36-9 4 1 N LINE NE 4SE (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER (ACRES) TEMP (ACRES) PERM EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY EXIST.R.O.W.EXIST. R.O.W¡ 143RD STREET 4 ¡ IL RTE 159 4 3 9 10 IL RTE 59 / US RTE 30NO. PARCEL 1NN0001PE 1NN0002 P.T. STA. = 510+89.05 P.C. STA. = 508+36.59 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 0.93' L = 252.46' T = 126.24' R = 8,600.00' PI STA. = 509+62.83 CURVE DATA-6 PROP. 143RD ST. 506+05.00 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,155.2707 1,019,162.0097 1,805,194.5286 1,019,411.3900 1,805,176.7300 1,019,286.4117 1,805,115.9025 1,018,933.7874 COORDINATE LOCATION PC Sta 508+36.59 BEG. PROJ./PT Sta 506+05.00 PI Sta 509+62.83 PT Sta 510+89.05 COORDINATE TABLE â„„ PROP. 143RD S ¢ IND IAN B OUN D A R Y LINE TOWER UTILITY S87°20'46"W 80.80' 424.39' N81°53'41"E 70.00' LT STA. 515+54.31 N40°27'34"E 52.48' S47°45'00"W 46.57' S00°58'33"E 55.84' 64.89' LT STA. 3400+02.73 23.19' LT STA. 515+48.18 AT STA. 514+43.77 SEC 9-36-94 1N LINE NE INTERSECTION OF 420.30' S87°20'46"W POB 1NN0002 POB 1NN0001PE 63.11' LT STA. 511+29.79 N07°01'22"W 6.89' 70.00' LT STA. 511+29.92 211.78' S87°20'46"W 84.90' LT STA. 509+20.62 S07°01'22"E 28.56'85.00'N65°23'44"W56 .42 'N83°23 '29"W 134.99' N43°02'17"E 71.68' S90°00'00"E 152.34' LT STA. 510+05.71 236.62' LT STA. 511+09.36 226.52' LT STA. 511+80.32 N07°01'22"W 21.67' 1NN0001PE 123.18' S02°07'33"E74.23' S81°53'41"W 70.00' LT STA. 512+04.15 S02°07'33"E 30.00' 99.84' LT STA. 512+07.27 N87°52'27"E 40.00' 104.00' LT STA. 511+67.49 109.50' N43°02'17"E 64.88' LT STA. 3400+58.56 59.85' LT STA. 3401+64.29 S00°58'20"E 70.00' S88°06'21"W 37.72' 59.84' LT STA. 3402+34.29 N89°00'47"E 25.00' S89°00'47"W 25.00' 38.3'25.9'OFFICE N00°58'20"W 70.00'30' EX. PERM. ESMT. 516+00.00 4 DO C #97175 5 25' CASE NO. 00ED-10 RIGHT OF WAY 84.84' LT STA. 3402+34.29 84.85' LT STA. 3401+64.29 ¡ IL RTE 59 12.7'PROPOSED TEMPORARY EASEMENT EASEMENT PERMANENT PROPOSED PROP. R.O.W. N01°53'39"W 33.00'223.55'N01°53'39"W143RD STREET / US RTE 30 SEE SHEET 3 FORMER ROWSEE SHT 5(PLATS) #R2002100753) (DOC 33'33'*TOTAL HOLDING CALCULATION NOT SURVEYED PURPOSE 16FMR ROWSEE SHT 719.12' LT STA. 3399+74.36 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 (APROXIMATE UNNAMED TRIBUTARY MEANDER LINE OF PG 517 BOOK 1240 RIGHT OF WAY ILLINOIS RTE 59EXISTING R.O.WPG 269 EASEMENT PER BOOK 1585 UNDERGROUND TELEPHONE 22.14' LT STA. 3401+64.89 FOR TOTAL HOLDING SEE SHEET 16 DOC #R201401603 8 FOR TOTAL HOLDING SEE SHEET 16 DOC #R200715499 2 0.24520.62320.6231NN0001PE 06-03-04-409-004*N/A N/A N/A 41.9880.30242.290 06-03-04-409-003*N/A ¢ ¢¢POB 1NN0002TE-B 1NN0002TE-B 1NN0002TE-B 1NN0002TE-A 1NN0002 1NN0002TE-A POB 1NN0002TE-A E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" , SECTION 4-36-94 1SE COR, SE POC 1NN0002TE-B & POC 1NN0001PE POC 1NN0002, POC 1NN0002TE-A, 1NN0002TE-A (002TE-B) 0.040 (002TE-A) 0.396 N/A AND ENTRANCE CONSTR. BOX CULVERT EXTENSION ROADWAY REALIGNMENT BOX CULVERT EXTENSION 510+00 515+00 3400+00 3405+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613  Copyright CMT,License No. 184-000613 PC Sta 518+41.19 SEC 9-36-941E LINE NE SEC 10-36-941W LINE NWSEC 3-36-941SW SEE SHEET 4SEE SHEET 3 WILL 36 9 3 & 10 SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. ¢ ¢ SEC 10-36-941 NW PT Sta 524+28.36 ¢ ¢ STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK CONCRETE BLOCK STORAGE BUILDING PROPOSED R.O.W. PROP. TEMP. ESMT. ¡ 143RD STREET SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 1.1121.668N/A3.4585.126 4.450 4.182 (ACRES) TEMP (ACRES) PERM SEE SHEET 7 5 ¡ IL RTE 59 ¢ ¢ 3T6 N 9 E R 4 3 9 10 SEC 4-36-941E LINE SE SEC 3-36-941W LINE SWLOT 3 IL RTE 59N/A S28°32'32"W 41.29' S03°11'21"W 22.33' CHD. = 32.70' CHD. BRG. = S15°46'42"W L = 32.96' R = 75.00' PROP. R.O.W. 143RD STREET 80.82'N00°53'07"W73.15'S55°24'10" E 66.57' N81°53'41"E 237.13' N89°06'53"E 56.15'N00°58'16"W142.91'N00°58'16"WN89°06'53"E 78.69' 60.12' RT. STA. 3400+84.13 60.14' RT. STA. 3401+44.22 N00°58'16"W 60.09' 27.19' RT. STA. 517+03.11 65.00' LT. STA. 517+74.62 82.40' RT. STA. 525+73.62 42.30' LT. STA. 525+80.72 76.81' LT. STA. 526+03.38 107.44' LT. STA. 526+14.84 129.56' LT. STA. 526+17.93 145.61' LT. STA. 523+82.01 65.00' LT. STA. 523+76.23 109.83' LT. STA. 523+24.90 149.71' LT. STA. 523+27.96 606.51' N89°06'53"E N89°06'53"E 55.00' N00°53'07"W 40.00' CHD. = 124.90' CHD. BRG. = S01°28'54"E L = 130.78' R = 125.00' CHD. = 538.45' CHD. BRG. = N83°25'39"E L = 538.53' R = 10,065.00' N/A LOT 1 150'25' ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,341.9779 1,020,446.7490 1,804,991.9370 1,019,967.5740 1,805,366.2499 1,020,739.4093 1,805,300.5738 1,020,156.0174 COORDINATE LOCATION PI Sta 521+34.86 PT Sta 524+28.36 PT Sta 3396+79.97 COORDINATE TABLE â„„ EXIST IL R COORDINATE TABLE â„„ PROP. 143RD S PT Sta 3396+79.9765.00' LT. STA. 518+41.19 1NN0004 1NN0004TE POB 1NN0004 POB 1NN0004TE PROP. R.O.W. STORAGE BUILDINGCONCRETE BLOCK87.2' 14.6' 250' 250' 250' 250' 250' 1NN0004TE 1NN0004 TOWER UTILITY41'41'41'21'21'41'250'41'50'21'40'80' 50'20'20'30'83.9'61.3' PC Sta 518+41.19 P.T. STA. = 524+28.36 P.C. STA. = 518+41.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 4.31' L = 587.16' T = 293.67' R = 10,000.00' PI STA. = 521+34.86 CURVE DATA-9 PROP. 143RD ST. 75' 06-03-03-300-015 06-03-03-300-009 06-03-10-100-001 TOWER UTILITY (1NN0004)872.42' S83°32'40"W 1NN0021TE-B(1NN0021TE-B)966.98' N83°32'40"E 100.00' N83°32'40"E 150.00'S06°27'55"E100.00' S83°32'40"W150.00'N06°27'55"WPROP. TEMP. ESMT. 79.57' RT STA. 526+68.13 POB 1NN0021TE-B 229.51' RT STA. 526+72.65 76.58' RT STA. 527+68.09 226.51' RT STA. 527+72.60 DOC #R93-079742 SUB. UNIT #1 C.B. & I. INDUSTRIES INC.DUPAGE RIVERDOC #400720 3 10&SEE SHEET 8DOC #400720 16 516+50 529+00 ¢ S LINE DOC #400720EXIST. R.O.W.FORMER R.O.W.IL RTE 59 / US RTE 30PURPOSE PATH CONSTRUCTION *TOTAL HOLDING CALCULATION NOT SURVEYED * * SEE SHEET 7 SEE SHEET 7DOC #R20121420 2 8 EX. PERM. ESMT. ¢ DOC #R91-026961 25' N LINE DOC #400720 EXIST. R.O.WEXIST. R.O.WROW-CASE NO. 00ED-11 (PLATS)(DOC #R2002100753)-009 -001 REMOVAL GRADING & BUILDING ROADWAY EXTENSION 82.90' RT. STA. 516+96.14, E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" , SECTION 3-36-94 1SW COR, SW POC 1NN0021TE-B POC 1NN0004, POC 1NN0004TE & S. LINE OF LOT 3 1NN0021TE-B 1NN0021TE-A 1NN0021 0.268 0.230 (021TE-B) 0.344 (021TE-A) 0.135 1NN0021TE-A LAYOUT PARCEL 1NN0021 & SEE SHEET 6 FOR ¢DOC #400720 -009 DOC #400720 -001 D UP A G E RIVE R ¢ 520+00 525+00 3395+00 3400+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 143RD STREET (FAU 0380) SCALE: TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PRELIMINARY LOCATIONSEALROYEVRUS DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9  Copyright CMT,License No. 184-000613 EXISTING R.O.W¢ ¢ PROP. TEMP. ESMT. SEC 3-36-94 1S LINE SW 6 ¡ IL RTE 159 ¢ 3T6 N 9 E R 4 3 9 10 150'25'PT Sta 3396+79.97TOWER UTILITY P.T. STA. = 524+28.36 P.C. STA. = 518+41.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 4.31' L = 587.16' T = 293.67' R = 10,000.00' PI STA. = 521+34.86 CURVE DATA-9 PROP. 143RD ST. SEC 9-36-941E LINE NE SEC 10-36-941W LINE NW SEC 10-36-94 1N LINE NW PC Sta 518+41.19 WILL 36 9 10NW (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY (ACRES) TEMP (ACRES) PERM 4.450 4.182 NO. PARCEL ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,341.9779 1,020,446.7490 1,805,366.2499 1,020,739.4093 1,805,300.5738 1,020,156.0174 COORDINATE LOCATION PI Sta 521+34.86 PT Sta 524+28.36 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 518+41.19 143RD STREET 143RD STREET / US RTE 30 IL RTE 591NN0021TE-AS01°53'26"E63.73'S83°32'40"W 85.65' N83°32'40"E 40.18'150.69' S00°58'16"E100.03' RT STA. 3397+38.22 S83°32'40"W 30.13' N89°01'42"E 10.00' S00°59'34"E 14.78' 70.03' RT STA. 3397+50.13 60.03' RT STA. 3397+50.13 70.04' RT STA. 3397+35.34 SEC 10-36-941 NW SEC 9-36-941NE AT STA. 516+26.93 SEC 3-36-94 1W LINE SW INTERSECTION OF SEC 3-36-941SW 17.60' LT STA. 3398+77.64 150.48' N01°53'26"W15.22' LT STA. 3397+27.18 50'+/-50'+/- N/A POB 1NN0021TE-A 78.02' N83°32'40"E S LINE DOC #400720 SEC 10-36-9 AT STA. 3399+41.33 4 1INTERSECTION OF N LINE NW IL RTE 59 / US RTE 3010 SCALE: 1"= 30' GRAPHIC SCALE FEET 30'0 16 514+00 519+00SEE SHEET 3SEE SHEET 5 EXIST. R.O.W.PURPOSE 60.07' RT STA. 3398+85.08 EXIST. R.O.W.(PLATS)(DOC #R2002100753)60'+/- 70'+/- * * TOTAL HOLDING CALCULATION NOT SURVEYED FMR R.O.W.N LINE DOC #400720 CONSTRUCTION GRADING / ENTRANCE ROADWAY WIDENING ¡ 143RD STREET PR. R.O.W.SEE SHEET 4 SEE SHEET 5DOC #R91-026961 (PLATS)(DOC #R2002100753)150.69' N00°58'20"WDOC #400720 -001 134.95' S00°58'20"EPER DOC #R2000006896 (ASSUME NO DEDICATION) 0.038 AC +/- EX. PERM. ESMT. 30' STA. 3399+61.12 â„„ IL R STA. 516+45.96 â„„ 143RD STR 100.07' RT STA. 3398+88.91 ¢¢1NN0021E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.03, 17.30' RT - 143RD STREET FOUND CHISELED "X" , SECTION 10-36-94 1NW COR, NW POC 1NN0021, POC 1NN0021TE-A POB 1NN0021 06-03-10-100-001 06-03-03-300-009 1NN0021TE-B 1NN0021TE-A 1NN0021 0.268 (021TE-B) 0.344 (021TE-A) 0.135 0.230 514 515+00 516 517 518 519 3400+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 3400+00 3405+00 520+00 525+00 M IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET RIGHT OF WAY FOUND DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 PC Sta 518+41.19 SEC 3-36-941SW SEC 10-36-941 NW PT Sta 524+28.36 ¢ STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK STORAGE BUILDING CONCRETE BLOCK PROP. TEMP. ESMT. ¡ 143RD STREET SEC 3-36-94 1S LINE SW (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY ILLINOIS ROUTE 59 (ACRES) TEMP (ACRES) PERM SEE SHEET 5 7 WILL 36 9 3SW PROP. TEMP. ESMT. PROPOSED PERMANENT EASEMENT 11.320 N/A N/A 11.320 0.289 3.625 P.T. STA. = 524+28.36 P.C. STA. = 518+41.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 4.31' L = 587.16' T = 293.67' R = 10,000.00' PI STA. = 521+34.86 CURVE DATA-9 PROP. 143RD ST. PROPOSED ¡ IL RTE 59 3 10 ¢ N63T R 9E SEC 3-36-941W LINE SWLOT 1 N89°06'53"E 5.75' N00°58'20"W 20.00' COMPENSATORY STORAGE INGRESS / EGRESS AND CONSTRUCTION 168.01' LT STA. 523+50.71 148.06' LT STA. 523+49.29 S01°03'04"E 20.00'20'323.76'N01°03'04"WN/A1.0641.064 N/A 38.07' RT. STA. 527+95.95 75.46' RT. STA. 528+05.59 S19°12'04"E 38.61' 232.07' S83°32'40"W CHD. = 124.90' CHD. BRG. = N01°28'54"W L = 130.78' R = 125.00' 82.40' RT. STA. 525+73.62 76.81' LT. STA. 526+03.38 42.30' LT. STA. 525+80.72 107.44' LT. STA. 526+14.84 N28°32'32"E 41.29' N03°11'21"E 22.33' CHD. = 32.70' CHD. BRG. = N15°46'42"E L = 32.96' R = 75.00' 143RD STREET 628.26' N89°06'53"E 628.28' S89°06'53"W 1NN0005PE 1NN0005TE NO. PARCEL 1NN0005TE 1NN0005PE 25' ¢ ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,341.9779 1,020,446.7490 1,805,366.2499 1,020,739.4093 1,805,300.5738 1,020,156.0174 COORDINATE LOCATION PI Sta 521+34.86 PT Sta 524+28.36 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 518+41.19 21'250'21'250' 250'41'21'50'41'41'250'41'250'41'250' 30'20'80'20'50'40'75'EXIST. R.O.W.EXIST. R.O.W.BUILING COMMERCIAL TANK N/A 06-03-03-300-016 06-03-03-302-008 1NN0006 129.56' LT. STA. 526+17.93 POB 1NN0006 1NN0006 N89°06'53"E 898.70' 1NN0006 DOC #R93-079742 SUB. UNIT #1 C.B. & I. INDUSTRIES INC. DOC #R91-026961 3 3 DOC #R201214202 8 115.34' LT STA. 528+28.87 211.42' N89°06'53"E 156.90'S07°22'14"W491.11' N88°55'45"E 481.84' S89°06'53"W 439.40' LT STA. 528+59.07 N00°59'13"W325.46'S00°34'57"WPURPOSE SEE SHEET 4SHEET 6SEEEX. PERM. ESMT. EX. PERM. ESMT. DOC #R91-026961 PARTLOTOF3 (PLATS)(DOC #R2002100753)PART OF LOT 3 20'PROP. PERM. ESMT.PROP. PERM. ESMT.FORMER R.O.W.FORMER R.O.W.PART OF LOT 2 *TOTAL HOLDING CALCULATION NOT SURVEYED * EXTENSION ROADWAY & TRAIL (TOTAL TAKE) 0.000 SEC 3-36-9 AT STA. 3399+41.33 4 1INTERSECTION OF S LINE SW R1999150357 RIGHT OF WAY NO. 00ED-11 WAY CASE RIGHT OF E=1,019,944.4730 N=1,805,252.9720 STA. 3399+41.36, 18.60' LT - IL RTE 59 STA. 516+25.05, 17.30' RT - 143RD STREET FOUND CHISELED "X" SW COR, SW1/4, SECTION 3-36-9 ℄ STA. 525+ ℄ STA. 528+ 2652.13' N89°06'53"E (EXCEPTION) DOC #R2001073808 PART OF LOT 2 DOC #R2001073808 (EXCEPTION)DOC #R2001073808-001 DOC #400720 PART OF LOT 3 (EXCEPTION) DOC #R2003182268 N. LINE DOC #400720 213.93' LT STA. 517+33.29 POB 1NN0005TE 233.77' LT STA. 517+35.77 214.65' LT 517+27.59 STA. LOT 3 SW CORNER & 1NN0006 1NN0005TE POC DOC #R87-42971 (EXCEPTION) DOC #R2003182268 S. LINE LOT 3 DUPAGE RIVER-009 DOC #400720SHT 8SEE243.00' (243.30')(Section Corner to Section Corner) FOUND IRON PIN NE CORNER LOT 1 STA. 523+71.63, 471.00' LT. POB 1NN0005PE 16 516+50 529+00 TOTAL HOLDING PARCEL 1NN0005 SEE SHEET 16 FOR  Copyright CMT,License No. 184-000613 JJCMT134612 372FOUND CMT256602 148FOUND 715+00 720+00 530+00 535+00 540+00 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E R1615 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: 143RD STREET (FAU 0380) SCALE: TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116SEE SHEET 7SEC 3-36-941SW PC Sta 535+28.19 PT Sta 539+07.79 ¢ ¢ ¢ ¢ SEE SHEET 11SEE SHEET 9 5 6 7 8 ¡ NAPERVILLE RD G R R 8150' WILL 36 9 3 & 10 SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS.SEE SHEET 5LEGEND N 30° 08' 16" EN 88° 53' 02" E SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW ¢ PROP. TEMP. ESMT. ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,472.8458 1,022,024.6924 1,805,476.5440 1,022,214.5192 1,805,457.1532 1,021,835.4792 COORDINATE LOCATION PI Sta 537+18.05 PT Sta 539+07.79 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 535+28.19 1NN0023TE-A ¢ 75.46' RT STA. 528+05.59 133.15' RT STA. 529+02.27 P.T. STA. = 539+07.79 P.C. STA. = 535+28.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 3.00' L = 379.60 T = 189.86' R = 6,00.00' PI STA. = 537+18.05 PROP. 143RD ST. CURVE DATA-12 140.07' RT STA. 530+04.85 102.81' S89°06'53"W112.58'N63°54'48"WPOB 1NN0023TE-A 75.00' RT STA. 530+09.24 65.22'S00°53'07"E518.95' S85°15'32"W CHD. = 341.31' CHD. BRG. = S86°54'34"W L = 341.35' R = 5925.00' 78.09' N83°32'40"E 37.60' RT STA. 538+26.37 43.30' RT STA. 537+47.96 N61°54'28"W 49.36' 44.91' RT STA. 538+29.35 69.40' RT STA. 538+72.62 1NN0012TE 3 3' 5 0'EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.ROADNAPERVILLEN 30° 08' 16" E3 3' 3 3' ¡ 143RD STREET EXIST. PERM. ESMT.TOWER UTILITY S30°08'16"W 175.04' 75.00' RT STA. 535+28.19 80.80' S88°53'02"W 5.73' S13°51'57"E 83.20' N20°31'03"E 46.90' LT STA. 716+74.99 S89°06'53"W 18.15' S 48.55' LT STA. 715+83.61 N00°53'07"W 35.00' 66.59' LT STA. 716+13.60 ¢ N89°06'53"E 31.86' 39.28' LT STA. 716+30.02 S20°31'03"W 37.59' 1NN0023TE-BNAPERVILLE RDEX. R.O.W.PROP. TEMP. ESMT.37.3'26.5'22.9'23.7'9.4'1 4. 7'1 5. 2' 3 4. 1' 2 3. 3' 2 8. 2'7.1'1.9'1 7. 5'1 1. 3' 5 3. 4' 1 0' 41.00' S30°08'16"W STA. 715+12.37, 43.00' LT 10.00' S59°51'44"E STA. 714+71.37, 33.00' LT 10.00' N59°51'44"W STA. 714+71.37, 43.00' LT 41.00' N30°08'16"E PROP. TEMP. ESMT. 9 ¢ SEC 10-36-941 NW SEC 10-36-9 AT STA. 716+12.80 4 1INTERSECTION OF N LINE NW STA. 715+12.37, 33.00' LT POB 1NN0012TE DOC #R75-33153 MILLRACE VILLAGE UNIT 2 154.16' N89°06'53"E TOWER UTILITY TOWER UTILITY STA. 538+73.86, 75.00' RT 42.46' N13°51'57"W S89°06'53"W 38.51' 3 10&DUPAGE RIVERPROPOSED R.O.W. D UPA G E RIVER ¢ 143RD STREET ¢ S. LINE DOC #400720 PROPOSED R.O.W. 941.16' N83°32'40"E (1NN0023TE-A) SEE SHEET 9 *TOTAL HOLDING CALCULATION NOT SURVEYED N. LINE DOC #400720 16 528+00 541+50 EXIST. PER M. ES MT. DOC #400720 -001 DOC #400720 -009 (1NN0023TE-A) 836.72' S89°06'53"W 48.55' LT STA. 715+83.61 33.00' LT STA. 715+92.96 NE COR LOT 5 POB 1NN0023TE-B STA. 717+87.84, â„„ NAPERVILL ¡ NAPERVILLE RD 80.59' S30°08'16"W (1NN0012TE) 33.00' LT STA. 715+92.96 5 2. 8' S 2652.13' N89°06'53"E DOC #R2017067750 (Section Corner to Section Corner) 1NN0023TE-B (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 3.2543.502 (ACRES) TEMP (ACRES) PERMNO. PARCEL N/A PURPOSE * DRWY CONSTRUCTION STREAMBANK RESTORATION ROADWAY CONSTRUCTION 0.396 N/A 0.396 DRIVEWAY CONSTRUCTION 06-03-10-107-0031NN0012TEN/A N/A (410 SqFt) 0.009 * 0.248 0.133 (023TE-B) 0.020 (023TE-A) 0.589 06-03-03-300-009 06-03-10-100-001 1NN0023 NE COR LOT 5 POC 1NN0023TE-A POB 1NN0023 POC 1NN0012TE ¢¢¢1NN0023TE-B 1NN0023TE-A 1NN0023  Copyright CMT,License No. 184-000613 SEE SHEET 7 WILL 36 9 SEC 3-36-941SW (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 6.9574.06611.023 (ACRES) TEMP (ACRES) PERM 5.171 PC Sta 535+28.19 PT Sta 539+07.79 ¢ ¢ MILLRACE VILLAGE UNIT 1 3 SEE SHEET 5¡ 143RD STREET SW R G 9 SEC 10-36-94 1N LINE NW SEC 3-36-94 1S LINE SW PROPOSED R.O.W. PROPOSED R.O.W.SEE SHEET 10SEE SHEET 8 P.T. STA. = 727+44.24 P.C. STA. = 720+67.60 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 10.84' L = 676.63' T = 338.78' R = 5,287.57' PI STA. = 724+06.38 EXIST. CURVE EXCL_NAP_3 ¡ NAPERVILLE RD 10 3 SEC 3-36-941E LINE SW SEC 3-36-941W LINE SEMILLRACE VILLAGE UNIT 2 3 3'3 3' 5 0' 06-03-03-301-004 06-03-03-301-003 06-03-03-301-002 06-03-03-301-001 NO. PARCEL 1NN0007TE 1NN0007 DUPAGE RIVER DUPAGE RIVER 1NN0007 1NN0007TE PC Sta 720+67.603 3'150'N 30°08'16" W PROP. R.O.W.0.226 N/A 115.65' S89°06'53"W 1019.24' S83°32'40"W 37.60' RT STA. 538+26.37 N19°12'04"W 38.61' 811.68' N85°15'32"E 90.94' LT STA. 536+33.53 145 .95 ' S80 °49 '30"E N67°14'32"E77.94'N30°08'16"E160.88'RDNAPERVILLES89°51'44"E 50.03' 50.02' LT STA. 720+76.49 CHD. = 8.89' CHD. BRG. = N29°57'04"E L = 8.89' R = 5679.65' 50.00' LT STA. 720+67.54 60.00' LT STA. 537+74.39 60.00' LT STA. 539+27.50 50.00' LT STA. 719+06.66 N07°22'14"E 25.91'244.81' N00°34'57"E359.10' LT STA. 528+51.58 131.93' N46°44'14"E 113.25' N84°17'44"E441.27' LT STA. 529+54.80 443.17' LT STA. 530+68.04 1 4 1. 7 5' S5 8 ° 5 4' 1 3 "E210 . 70' S 74 °27'10"E 132.63' N84°26'35"E 17 1.87' S 55°26'52"E60.00' LT STA. 539+07.79 N88°53'02"E 19.71' CHD. = 134.73' CHD. BRG. = N88°14'49"E L = 134.73' R = 6060.00' 400.68' LT STA. 531+62.16 317.69' LT STA. 532+77.08 244.63' LT STA. 534+74.71 247.02' LT STA. 536+04.19 147.02' LT STA. 719+08.60 70.95' LT STA. 537+68.44 108.15' LT STA. 537+13.62 141.34' LT STA. 537+35.49 146.19' N65°53'34"E 66. 93'S58 ° 56'16 "E84.91' LT STA. 537+85.16 N48°08'26"E 21.95' S31°03'44"W 40.00' 3 STA. 718+33.20 â„„ NAPERVIL STA. 540+04.57 â„„ 143RD STR ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,472.8458 1,022,024.6924 1,805,476.5440 1,022,214.5192 1,805,457.1532 1,021,835.4792 COORDINATE LOCATION PI Sta 537+18.05 PT Sta 539+07.79 COORDINATE TABLE â„„ PROP. 143RD S PC Sta 535+28.19 1,805,478.4293 1,022,311.2870 1,805,681.1506 1,022,428.9785PC Sta 720+67.60 COORDINATE TABLE â„„ EXIST NAPERVILLE Sta 718+33.20 Sta 540+04.57 1,805,478.4293 1,022,311.2870 38.07' RT STA. 527+95.95 75.46' RT STA. 528+05.59 (1017007TE) 53.04' S30°08'16"W CHD. = 109.65' CHD. BRG. = S87°38'13"E L = 113.65' R = 123.00' 3 3'ROADNAPERVILLE¢ ¢ N. LINE DOC #400720 143RD STREET DUPAGE RIVER 90.00' LT STA. 528+23.43 115.34' LT STA. 528+28.87 DOC #R75-28324 OF RIVER BETWEEN TRANSIT LINE AND CENTER NOTE: EXIST. DRAINAGE EASEMENT TRANSIT LINE PER PLAT R75-28324 TOTAL HOLDING CALCULATION NOT SURVEYED* * PURPOSE AND DRWY REALIGNMENT BRIDGE CONSTRUCTION & WIDENING, GRADING & ROADWAY EXTENSION 38.51' S89°06'53"W 33.00' LT STA. 717+68.00 BY PLAT (TYP.) UTILITY EASEMENT BY PLAT (TYP.) UTILITY EASEMENT CENTER OF RIVER BETWEEN TRANSIT LINE AND NOTE: EXIST. DRAINAGE EASEMENT TRANSIT LINE PER PLAT R75-28324103.27' S70°26'47"EDOC #R75-28324 15' EX. ESMT BY DOC #400720 -009 1 -004 ℄ NAPERVIL STA. 717+87.84 SE COR LOT 4 POC 1NN0007TE POB 1NN0007 & 2 -003 3 -002 4 -001 POB 1NN0007TE ESMT. PROP. TEMP. P.T. STA. = 539+07.79 P.C. STA. = 535+28.19 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 3.00' L = 379.60' T = 189.86' R = 6,000.00' PI STA. = 537+18.05 CURVE DATA-12 PROP. 143RD ST. 2652.13' N89°06'53"E DOC #R75-28324 EX. ESMT BY N07°22'14"E130.98'℄ STA. 528+ E=1,022,596.2830 N=1,805,293.9440 STA. 542+85.92, 190.00' RT. FOUND IRON PIN , SECTION 3-36-94 1SE COR SW DOC #R2019021910 LOTS 1-4 288.57' S30°08'16"W PER DOC #457908 BOOK 742 PG 564 EX. NORTHWESTERLY ROW STA. 541+30.76, 207.92' LT STA. 720+76.41, 0.01' RT STA. 540+27.46, 134.08' LT STA. 719+59.70, 50.00' LT 16 528+00 542+00 (Section Corner to Section Corner) NORTHERLY LINE LOT 1 DOC #R2019041177/ SOUTHWESTERLY LINE (ADJ.) 11.16' 530+00 535+00 540+00 CMT134612 372FOUND CMT138613 273FOUND SQUARE CMT257614 302FOUND 3T6N E9 R 720+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 143RD STREET (FAU 0380) SCALE: CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 AREAS SHOWN ON THIS PLAT ARE GROUND. THE COMBINATION FACTOR OF 0.99995223. DISTANCES, DIVIDE GRID DISTANCES SHOWN BY ARE "GRID" NOT "GROUND". TO OBTAIN GROUND ALL MEASURED AND CALCULATED DISTANCES "GRID". AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) COORDINATE SYSTEM, EAST ZONE, NORTH HEREON REFERENCE THE ILLINOIS STATE PLANE COORDINATES, BEARINGS & DISTANCES SHOWN OTHERWISE SPECIFIED. ALL DIMENSIONS ARE MEASURED UNLESS NOTES:  Copyright CMT,License No. 184-000613 540+00 545+00 720+00 725+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND SCALE: 1"= 50' GRAPHIC SCALE FEET 50'0 SEE SHEET 9 10 SEC 3-36-941SW 10 SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW SEC 3-36-941SE 3 SEC 10-36-941 NE SEC 10-36-941 NW SEC 3-36-941E LINE SW SEC 3-36-941W LINE SE 1 2 1 2 3 4 5 6 SEC 10-36-94 1N LINE NE MILLRACE VILLAGE UNIT 1 WILL 36 9 3 143RD STREET N 30° 08' 16" E1NN00111NN0009 NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 1.3390.2371.576 (ACRES) TEMP (ACRES) PERM N/A1NN0008 ROADWAY WIDENING 1NN000806-03-03-300-008 06-03-03-300-007 0.7300.1580.888 N/A1NN0009 ROADWAY WIDENING 0.9490.949 N/A1NN0010 0.8730.873 N/A1NN0011N/A N/A SEE SHEET 806-03-03-300-006 06-03-03-403-013 06-03-03-403-012 P.T. STA. = 727+44.24 P.C. STA. = 720+67.60 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 10.84' L = 676.63' T = 338.78' R = 5,287.57' PI STA. = 724+06.38 EXIST. CURVE EXCL_NAP_3 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,478.4293 1,022,311.2870 1,805,681.1506 1,022,428.9785 1,805,974.1332 1,022,599.0734 1,805,476.5440 1,022,214.5192 COORDINATE LOCATION PC Sta 720+67.60 COORDINATE TABLE â„„ PROP. 143RD S EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.EXIST. R.O.W.3 3' 3 3' 5 0' R R 37.1'14.3'10.4'30.6'16.4'16.4'2.8'22.5'34.5'22.5'7.2'24'7.1'11.5'40.1'46.9' S G 111.1' 0.159 N/A 0.107 N/A NAPERVILLE RD395.70' S89°06'53"W N59°51'44"W 50.03' CHD. = 199.69' CHD. BRG. = N28°53'57"E L = 199.70' R = 5679.65' S59°51'44"E 54.35' 50.06' RT STA. 720+91.89 ( 3 4 1. 5 0') S5 9 ° 5 1' 4 4 "E(337.60') S67°52'40"E( 3 4 7. 2 6') S5 9 ° 5 1' 4 4 "E( 3 4 4. 8 4') S5 9 ° 5 1' 4 4 "E DUPAGE RIVERCHD. = 127.52' CHD. BRG. = N27°14'55"E L = 127.53' R = 5679.65'105.2' 4.11' RT STA. 722+75.95 POB 1NN0009 S30°08'16"W 199.65' (1NN0008) 50.00' LT STA. 724+06.86 S67°52'40"E 32.85' 17.24' LT STA. 724+09.35 8.22' RT STA. 723+62.2321.6'23.5'48.2'39'30'22'9'26.2' ROADNAPERVILLER R S 0.213 0.115 PT Sta 539+07.79 COORDINATE TABLE â„„ EXIST NAPERVILLE PI Sta 724+06.38 Sta 718+33.20 Sta 540+04.57 1,805,478.4293 1,022,311.2870197.58' N30°08'16"E385.01' N67°29'14"W S27°58'13"W 18.10' 303.31' S89°06'53"W385.01' N67°29'14"W 381.26' S67°33'43"E S27°58'13"W100.00' 99.93' N30°08'16"E(100.00')63.21' LT STA. 544+84.90 PT Sta 539+07.79 3 SW , SE 0.03' RT STA. 720+85.36 STA. 718+33.20 â„„ NAPERVIL STA. 540+04.57 â„„ 143RD STR463.60' N30°08'16"E (1NN0008)663.25' N30°08'16"E (1NN0009)0.01' RT STA. 720+76.41 POB 1NN0008 DOC #R75-28324 -008 -007 SEE SHEET 11 DOC #R98-004106¡ 143RD STREET 3 3' 5 0'14.2'34.3'70.1'34.7'28.3'34.5'20.2'7'DOC #884141 ¡ NAPERVILLE ROAD SECTION 3-36-94 1IN SE BOOK 742 PG 568 66' ROW WIDTH PER *TOTAL HOLDING CALCULATION NOT SURVEYED * * PURPOSE ROADWAY EXTENSION INTERSECTION WIDENING ROADWAY EXTENSION INTERSECTION WIDENING (TOTAL TAKE) 0.000 (TOTAL TAKE) 0.000 16 538+50 545+50 143.13' S88°53'02"W720+67.60PC Sta DOC #457908 ROW PER BOOK 742 PG 564 EXISTING NORTHWESTERLY AT STA. 716+12.80 SEC 3-36-94 1SW INTERSECTION OF S LINE ℄ NAPERVIL ℄ NAPERVILL STA. 719+85.43 ℄ NAPERVILL STA. 717+87.84 33' 40.00' RT STA. 542+84.35 DOC #408480 DOC #408480 -015(100')(100')S30°08'16"W 86.48' (86.48') S01°42'53"E 53.52' (53.46') 50.20' LT STA. 722+78.11 50.02' LT STA. 720+76.49 2652.13' N89°06'53"E 2661.54' N88°53'02"EN. LI NE LOT 1 DOC #R2019041177 DOC #R2019040163 DOC #R2012113371 S. LI NE LOT 77 DOC #1007302 6UNIT NO. ONEJUD'S ACRES JUD'S ACRES E=1,022,596.2830 N=1,805,293.9440 STA. 542+85.92, 190.00' RT FOUND IRON PIN , SECTION 3-36-94 1SE COR, SW POC 1NN0008, POC 1NN0009 DOC #2010074473 1NN0010 DOC #989594 (Section Corner to Section Corner)(Section Corner to Section Corner)¢¢¢¢ ¢199.65' Copyright CMT,License No. 184-000613 SEE SHEET 8NAPERVILLE ROAD 11 SEC 3-36-941SW SEE SHEET 1210 SEC 3-36-94 1S LINE SW SEC 10-36-94 1N LINE NW SEC 3-36-941SE 3 SEC 10-36-941 NE 101 55 54 SEC 3-36-941E LINE SW SEC 3-36-941W LINE SE53 52 1 2 1 2 3 4 5 6 SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE MILLRACE VILLAGE UNIT 1 WILL 36 9 3 143RD STREET N 30° 08' 16" EPC Sta 720+67.60SEE SHEET 93 1NN0013TE 1NN0013 NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 5.639323.06 9.431 9.250 (ACRES) TEMP (ACRES) PERM N/A N/A0.181 1NN0013TE 1NN0013 06-03-02-100-012 06-03-03-403-018 06-03-03-403-015 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,478.4293 1,022,311.2870 1,805,681.1506 1,022,428.9785 1,805,974.1332 1,022,599.0734 1,805,476.5440 1,022,214.5192 COORDINATE LOCATION PC Sta 720+67.60 COORDINATE TABLE â„„ PROP. 143RD S PT Sta 539+07.79 COORDINATE TABLE â„„ EXIST NAPERVILLE PI Sta 724+06.38 Sta 718+33.20 Sta 540+04.57 1,805,478.4293 1,022,311.2870 SW , SE ¡ NAPERVILLE RD ¡ 143RD STREET 0.133 33.00' RT STA. 716+32.65 92.75' RT STA. 718+43.62 33.00' RT STA. 717+37.92 378.13' LT STA. 546+60.08 272.96' LT STA. 549+02.27 80.00' LT STA. 549+02.27 EXIST. R.O.W.3 3' 3 3' 5 0'70'40'35'2.055 N59°36'52"E 71.08' 3 3' 70.00' LT STA. 544+88.68 ℄ NAPERVIL STA. 718+33.20 ℄ 143RD STR STA. 540+04.57 125.87' N27°58'13"E264.04' S67°38'28"E192.96' S01°06'58"EN88°53'02"E 1682.21' 16 538+50 550+00 PROP. TEMP. ESMT.PROP. TEMP. ESMT. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W . 1.110 *TOTAL HOLDING CALCULATION NOT SURVEYED * ** RDWY & PATH CONSTR. WIDENING AND INTERSECTION DOC #408480 PURPOSE 150'AND LAKE REMEDIATION COMPENSATORY STORAGE ROADWAY EXTENSION, **BASED ON TAX RECORDS DOC #408480 -015 TOWER UTILITY352.60' N27°58'13"EDOC #884141 DOC #R75-28324 10'40.00' RT STA. 544+27.49 POB 1NN0013 POB 1NN0013TE DOC #R68-11597UNIT FOUR OF PENNLAND DOC #992925UNIT THREE OF PENNLAND 40.00' RT STA. 542+84.35 75.00' RT STA. 542+84.72 N. LINE DOC #408480 R R R R R S S S S S R ℄ NAPERVILLE STA. 717+87.84 STA. 712+12.80 SEC 3-36-9 AT4 1SW INTERSECTION OF S LINE (1NN0013 & 1NN0013TE) 143.13' N88°53'02"E , SEC 10-36-94 1NW 2652.13' N89°06'53"E 2661.54' N88°53'02"E (1NN0013 & 1NN0013TE) 303.32' JUD'S ACRES 7.830 (Section Corner to Section Corner) (Section Corner to Section Corner) 315.23 STA. 540+27.27 73.96' RT STA. 717+81.74 57.77' RTPT Sta 539+07.79FOR TOTAL HOLDINGSEE SHEET 16DOC #R98-004106 1NN0020TE 1NN0020 1NN0020(1NN0020)105.27' S30°08'16"W(1NN0020) 121.42' S59°36'52"W (1NN0020) 38.51' S89°06'53"W (1NN0020) N89°06'53"E 108.23'(1NN0020)175.04' N30°08'16"E(1NN0020) 357.19' S89°06'53"W POB 1NN0020 POB 1NN0020TE (1NN0020TE) 2313.15' N88°53'02"E (1NN0020TE) (1NN0020TE) 2348.62' S88°53'02"W N=1,805,293.9440, E=1,022,596.2830 STA. 542+85.92, 190.00' RT FOUND IRON PIN SEC. 3-36-94 1SE COR, SW POC 1NN0020, POC 1NN0020TE POC 1NN0013, POC 1NN0013TE (1NN0020TE) 195.09' N89°06'53"E 257.46' S89°06'53"W (1NN0020TE) 1NN0013TE & 1NN0020TE) 395.70' (1NN0013 & 1NN0020TE 540+00 545+00 550+00 715+00 720+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 12 SEC 3-36-941SE SEE SHEET 11SEE SHEET 13 WILL 36 9 3SE SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE SEC 10-36-941 NE 143RD STREET 52 51 50 49 48 47 46 45 103 ¡ 143RD STREET 3 1NN0013 70'40'35'10'1682.21' N88°53'02"E (1NN0013TE) 1NN0013TE PROP. TEMP. ESMT. PROP. TEMP. ESMT. PROP. TEMP. ESMT. PROP. TEMP. ESMT. SEC 3-36-941 SE21E LINE W SEC 3-36-941 SE21W LINE EPROP. R.O.W. PROP. R.O.W. PROP. R.O.W. PROP. R.O.W. 16 550+00 565+00 DOC #408480 DOC #399195150'SEC 3-36-9 4 1 SE2 1SW CORNER, E SEC 3-36-94 1 SE2 1W INTERSECTION OF E LINE STA. 556+14.92 TOWER UTILITY-015 DOC #992925UNIT THREE OF PENNLAND COPPER DRIVE DOC #R68-11597UNIT FOUR OF PENNLAND EXIST. R.O.W. NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 323.06 9.431 (ACRES) TEMP (ACRES) PERM N/A N/A 1NN0013TE 1NN0013 06-03-02-100-012 06-03-03-403-018 06-03-03-403-0150.133 2.055 1.110 *TOTAL HOLDING CALCULATION NOT SURVEYED * ** RDWY & PATH CONSTR. WIDENING AND INTERSECTION PURPOSE AND LAKE REMEDIATION COMPENSATORY STORAGE ROADWAY EXTENSION, **BASED ON TAX RECORDS -018 N. LINE DOC # 408480 N. LINE DOC #399195 (1NN0013 & 1NN0013TE) 7.830 5.639 9.2500.181 2661.54' N88°53'02"E (Section Corner to Section Corner) 315.23 FOR TOTAL HOLDINGSEE SHEET 16DOC #R98-004106 1NN0020TE 1NN0020TE 1NN0020 2348.62' S88°53'02"W (1NN0020TE) 2313.15' N88°53'02"E (1NN0020TE) 550+00 555+00 560+00 565+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: PLAT OF HIGHWAYS IDOT USE ONLY SCALE: 1"= 50' GRAPHIC SCALE FEET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING PL APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET AC BOUNDARY LINES RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 35+00 40+00 45+00 565+00 570+00 575+00SEE SHEET 12 SEC 3-36-941E LINE SE SEC 2-36-941W LINE SW SEC 2-36-94 1S LINE SW SEC 11-36-94 1N LINE NW 13 ¡ ILLINOIS ROUTE 126 PC Sta 565+84.68 PC Sta 570+64.73PT Sta 574+86.54 WILL 36 9 2 & 3 SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. SEE SHEET 14 SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE 143RD STREET 143RD STREET ¡ 143RD STREET N 51° 54' 02" E N 51° 54' 02" E FDNFDN 2 & 3 P.T. STA. = 570+05.48 P.C. STA. = 565+84.68 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 21.44' L = 420.79' T = 213.26' R = 1,050.00' PI STA. = 567+97.94 CURVE DATA-15 PROP. 143RD ST. P.T. STA. = 574+86.54 P.C. STA. = 570+64.73 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 21.54' L = 421.81' T = 213.79' R = 1,050.00' PI STA. = 572+78.52 CURVE DATA-18 PROP. 143RD ST. NO. PARCEL (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY 9.431 9.250 (ACRES) TEMP (ACRES) PERM N/A0.181 1NN0013TE 1NN0013 06-03-02-100-012 06-03-03-403-018 06-03-03-403-0150.133 2.055 06-03-02-300-014 2.309 N/A 06-03-02-300-0041NN0018 IMPROVEMENTS AND INTERSECTION ROADWAY REALIGNMENT 1NN0013 1NN0018 1NN0013TE (1NN0013TE) N88°53'02"E 1682.21'70'40'35'10'121.61' LT STA. 568+97.50 (1NN0013) 2170.02' 39.91' RT STA. 565+98.02 50.09' S46°47'13"E ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,532.8402 1,025,104.1274 1,805,528.6862 1,024,890.9088 COORDINATE LOCATION COORDINATE TABLE â„„ PROP. 143RD S PC Sta 565+84.68 PI Sta 567+97.94 1,805,453.4853 1,025,302.0723PT Sta 570+05.48 PC Sta 570+64.73 PI Sta 572+78.52 PT Sta 574+86.54 1,805,351.8848 1,025,555.5075 1,805,431.4363 1,025,357.0721 1,805,356.2556 1,025,769.2501 PROPOSED R.O.W. PROP.R.O.W.EXIST. R.O.W . EXIST. R.O.W . 1NN0014TE 1 N N0 01 4 PE 289.03' N51°54'02"E 84 .85 'S83°05 '58"E 2 05.00'S3 8°05'5 8"E 80.00' LT STA. 565+84.48 280.55' N43°35'44"E 350.00' LT STA. 41+27.17 290.00' LT STA. 41+87.17 85.00' LT STA. 41+87.17 60.00' LT STA. 44+93.17 50.00' LT STA. 44+93.17 85.00' LT STA. 43+43.17 S38°05'58"E 25.00' 156.00' N51°54'02"E S38°05'58"E60.00' 962.96' S51°54'02"W (1NN0013) COORDINATE TABLE â„„ EXIST. IL RT 1,805,341.7536 1,025,050.2861PI Sta 35+22.66 73.78' RT STA. 566+37.04 50.00' LT STA. 35+22.66 16 565+00 576+00 (1N N001 3 ) 20 8 .17' N46°47' 13"WPI 35+22.6660.00' LT STA. 39+03.17 PROP. TEMP. ESMT. PR OP. T EMP. ES MT.PROP. R.O.W . 0.419 N/A 3T6 N 9 E R32 10 11 50' 5 0' 50' 5 0' N76°57'06"E81.43' S88°53'02"W 22.63' 110.95' RT STA. 36+69.99 N38°36'04"W 60.96' 50.00' RT STA. 36+69.45 ILLINOIS ROUTE 126 409.94' N51°54'02"E (1NN0014) 265.00' S51°54'02"W (1NN0014) S38°05'58"E10.00' 50.00' RTSTA. 45+23.00 60.00' RTSTA. 45+23.00 1NN0014 70.00' RTSTA. 41+12.99 145.00' S51°54'02"W (1NN0014)60.00' RTSTA. 42+58.0010.00' S38°05'58"E (1NN0014PE) N51°54'02"E80.00' POB 1NN0014 50.00' RTSTA. 41+13.06 POB 1NN0014PE (1NN0014PE) S51°54'02"W80.00'(1 N N001 4 PE) N37°54'45"W110.00'N37°54'45"W20.00' 180.00' RTSTA. 41+12.63 (1 N N00 1 4 PE) S37°54'45"E 110.00' DOC #399195 PURPOSE RDWY & PATH CONSTR. WIDENING AND INTERSECTION *TOTAL HOLDING CALCULATION NOT SURVEYED * (1 N N0018) 393.02' S37°54'45"E (1NN0018) 530.04' S88°49'43"W STA. 42+58.00, 70.00' RT STA. 42+43.00, 70.00' RT 50.00' N51°54'02"E 35.65' S06°36'07"W STA. 41+93.00, 70.00' RT POB 1NN0014TE STA. 42+17.91, 95.34' RT 110.00' N37°54'45"W (1NN0014TE) 84.66' S37°54'45"E (1NN0014TE) STA. 42+17.63, 180.00' RT STA. 41+92.63, 180.00' RT 25.00' S51°54'02"W (1NN0014TE) EXIST. R.O.W . EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. EXIST. R.O.W. PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY EASEMENT PR OP. R.O.W.33'33'SEE SHEET 15 1NN0014TE 1NN0014PE 1NN0014 **BASED ON TAX RECORDS 106 5.6397.830323.06 66.60 66.47 N/A 0.127 0.070 1.110** AND LAKE REMEDIATION COMPENSATORY STORAGE ROADWAY EXTENSION, N=1,805,345.7870, E=1,025,257.3140 STA. 570+03.83, 116.62' RT FOUND IRON PIN SECTION 2-36-94 1SW COR, SW POC 1NN0014TE & POB 1NN0018, POC 1NN0014, POC 1NN0014PE STORAGE/DRAINAGE & COMPENSATORY CONSTRUCTION EASEMENT ROADWAY WIDENING N/A 0.202 -018 TOWER UTILITY ℄ IL RT STA. 35+30.20 5 0' 50' (TOTAL TAKE) 0.000 DOC #R92-25585 DOC #R93-026573 ℄ 143RD S STA. 575+04.54, DOC #R94-102437 DOC #R2015107147 ℄ IL RT STA. 44+93.17 PER BOOK 776 PG 439 EXISTING R.O.W (1NN0014 & 1NN0018) 443.60' N51°54'02"E ** SEC 3-36-941SE PROP. R.O.W . 440.00' S51°54'02"W (1NN0013TE) 590.00' N51°54'02"E (1NN0013) 2.309 PER BOOK 742 PG 100 EXIST. NORTHWESTERLY ROW STA. 37+47.22 â„„ EX. ILLINOIS RT STA. 569+25.74 â„„ PROP. 143RD STR AT STA. 37+79.70 , SEC 3-36-94 1SE INTERSECTION OF E LINE AT STA. 569+53.59 , SEC 3-36-94 1SE INTERSECTION OF E LINE 350.00' LT STA. 38+38.14 ℄ STA. 37+47.22 IL RT ℄ STA. 569+25.74 143 ALIGNMENT INTERSECTION 1,805,480.3180 1,025,227.0081 STA. 572+84.29, 531.55' LT, 143RD ST STA. 43+43.17, 60.00' LT, IL 126 = 583.29' LT, 143RD ST STA. 575+43.25 315.23 2661.54' N88°53'02"E (Section Corner to Section Corner)150'DOC #R91-015478PARCEL 2PT Sta 570+05.48 FOR TOTAL HOLDING SEE SHEET 16 DOC #R98-004106 FOR TOTAL HOLDING SEE SHEET 16 DOC #R98-004106 SEC 2-36-9 41SW PARCEL 1NN0014 TOTAL HOLDING SEE SHEET 16 FOR (1NN0020TE) 2313.15' (1NN0020TE) 2348.62' S88°53'02"W (1NN0020TE) 1NN0020TE 1NN0020TE 1NN0020 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 SEE SHEET 12(ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY (ACRES) TEMP (ACRES) PERM 3T6 N 9 E R32 10 11 14 ¡ ILLINOIS ROUTE 126 SEE SHEET 13 SEC 3-36-94 1S LINE SE SEC 10-36-94 1N LINE NE WILL 9 3610NE N 51° 41' 33" E SEC 10-36-941E LINE NE SEC 11-36-941W LINE NW104 105 106 COPPER DRIVE P.T. STA. = 409+72.19 P.C. STA. = 408+57.21 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 14.49' L = 114.97' T = 61.92' R = 125.00' PI STA. = 409+19.13 CURVE DATA-3 EXIST. COPPER DRIVE R R R S SS S S 0.607 N/A N/A 0.607 0.070 0.486 N/A N/A 0.486 NO. PARCEL 1NN0016TE 1NN0016TE 1NN0017TE 10 06-03-10-204-015ROADWAY WIDENING R DRIVEWAY CONSTRUCTION ROADWAY WIDENING AND 06-03-10-200-027 ILL RTE 126 ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTING 1,805,143.4046 1,024,558.5567 COORDINATE LOCATION PC Sta 408+57.21 ILL RTE 126Sta 408+57.21PCN 89° 08' 43" E Sta. 4 0 9 +7 2.1 9 PT EX. 143RD STREET CHD. = 20.00' CHD. BRG. = S44°32'36"E L = 20.04' R = 92.00'30.9'30.9'23.6' 27.2' 28.2'20.9' 21.9'23.6'2'2'3'3'78.7' CHD. = 44.92' CHD. BRG. = N46°28'36"W L = 45.07' R = 158.00' 1NN0017TE 72.6' 28.8'1 5.6' COORDINATE TABLE â„„ EXIST. COPPER 1,805,095.6414 1,024,658.7149 PI Sta 409+19.13 PT Sta 409+72.19 15' 16PI 35+22.6628+00 36+00 50' (206 SqFt) 0.005 50.00' LT STA. 30+29.73 109108 50.00' LT STA 30+09.73 S51°41'33"W 20.00' N03°34'28"E 26.70' 33.09' RT STA. 409+44.51 SEC 10-36-9 STA. 35+22.66 4 1INTERSECTION OF N LINE NE 5 0' 50' 5 0' 50.00' LT STA. 30+95.73 50.00' LT STA 32+70.83 65.00' LT STA 31+25.01 65.00' LT STA 32+70.83 32.92' LT STA 409+36.13 S88°45'14"E 46.26' N51°41'33"E 145.82' S38°18'27"E 15.00' COORDINATE TABLE â„„ EXIST. IL RT 1,805,341.7536 1,025,050.2861PI Sta 35+22.66 N 51° 41' 33" E PROP. TEMP. ESMT. N/A N/A PURPOSE TOTAL HOLDING CALCULATION NOT SURVEYED* * * TOWER UTILITY DOC #R68-11597UNIT FOUR OF PENNLAND EASTERLY CORNER LOT 109 POB 1NN0016TE SOUTHERLY CORNER LOT 106 POB 1NN0017TE SEC 10-36-941 NE A A EXIST. R.O.W . EXIST. R.O.W . 1,805,144.3282 1,024,620.4648 S51°41'33"W 175.10' E=1,025,257.3140 N=1,805,345.7870 124.57' RT STA. 36+88.06, FOUND IRON PIN SECTION 10-36-9 4 1NE COR, NE DOC #R76-17743 (Section Corner to Section Corner) 2661.54' N88°53'02"E PROPOSED TEMPORARY EASEMENT 4 1 0 +0 0 30+00 35+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND  Copyright CMT,License No. 184-000613 SEE SHEET 143T6 N 9 E R32 10 11 15 SEE SHEET 13 SEC 10-36-94 1N LINE NE N 51° 54' 02" E WILL 9 3610NE SEC 10-36-941E LINE NE SEC 11-36-941W LINE NW P.T. STA. = 409+72.19 P.C. STA. = 408+57.21 S.E. RUN = N/A T.R. = NO S.E. e = N/A E = 14.49' L = 114.97' T = 61.92' R = 125.00' PI STA. = 409+19.13 CURVE DATA-3 EXIST. COPPER DRIVE FDNCMH MH S S 10 1NN0015TE ILL RTE 126 (ACRES) HOLDING TOTAL (ACRES) REQUIRED R.O.W. (ACRES) DEDICATED PREVIOUSLY (ACRES) REMAINDER EASEMENTS TAX NUMBER PERMANEMT ACQUIRED BY PROPERTY (ACRES) TEMP (ACRES) PERM 21.640 N/A N/A 2.559 N/A N/A NO. PARCEL 1NN0015TE DRIVEWAY CONSTRUCTION DRIVEWAY CONSTRUCTION 06-03-10-205-009 06-03-10-205-006 SEC 11-36-94 1N LINE NW EX. 143RD STREET 49.8'30.2'34.9' 16 28+00 37+00 207.07' S88°53'02"W ¡ ILLINOIS ROUTE 126 PI 35+22.66ILLINOIS STATE PLANE, EAST ZONE, NAD 83 (2011) PROJECT COORDINATES NORTHING EASTINGCOORDINATE LOCATION COORDINATE TABLE â„„ EXIST. IL RT 1,805,341.7536 1,025,050.2861PI Sta 35+22.66 206.11' S51°41'33"W S38°39'17"E 50.00' 50.00' RT STA 33+69.20 65.00' RT STA 33+71.43 65.00' RT STA 33+16.94 50.00' RT STA. 33+16.85 N51°41'33"E 52.35' S46°45'33"E 15.16' S51°41'33"W 54.49' N38°39'17"W 15.00' Sta. 4 0 9 +7 2.1 9 PTSta 408+57.21PCCOPPER DRIVE N 89° 08' 43" E (801 SqFt) 0.018 104 106 109 5 0' 50' N 51° 41' 33" E 50' 5 0' 50.00' RT STA 32+76.94 65.00' RT STA 32+76.94 N38°18'27"W 15.00' S51°41'33"W 40.00' ¡ COPPER DRIVE (599 SqFt) 0.014 PROPOSED TEMPORARY EASEMENT15' N51°41'33"E 39.91' DOC #400148 TOTAL HOLDING CALCULATION NOT SURVEYED* * PURPOSE *N/A N/A DOC #412994 DOC #R94-10243666'EXIST. R.O.W . EXIST. R.O.W . TOWER UTILITY SEC 10-36-9 STA. 35+22.66 4 1INTERSECTION OF N LINE NE * * 21.640 2.559 DOC #R68-11597UNIT FOUR OF PENNLAND SEC 10-36-941 NE 105 DOC #399202 DOC #R89-30336 1NN0019 TOTAL HOLDING MAP ILL RTE 126 EX. 143RD ST. 143RD ST. 1NN0019TE E=1,025,257.3140 N=1,805,345.7870 STA. 36+88.06, 124.57' RT FOUND IRON PIN SECTION 10-36-9 4 1NE COR, NE POC 1NN0019TE POC 1NN0015TE, POB 1NN0019TE POB 1NN0015TE, 1NN0019TE 1NN0015 4 1 0 +0 0 30+00 35+00 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET SHEETS OF LIMITS: SECTION: COUNTY: JOB NO.: 129.32' (COMP) 129.32' CORNER SECTION CORNER SECTION QUARTER (129.32') T N E RLEGEND 16 15 9 10 16 15 M PLAT OF HIGHWAYS IDOT USE ONLY SECTION / QUARTER SECTION LINE PROPERTY (DEED) LINE APPARENT PROPERTY LINE EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING ACCESS CONTROL LINE PROPOSED ACCESS CONTROL LINE MEASURED DIMENSION COMPUTED DIMENSION RECORDED DIMENSION EXISTING BUILDING APL IRON PIPE OR ROD FOUND "MAG" NAIL SET CUT CROSS FOUND OR SET 5 / 8" REBAR SET T3 T2 T1 BT3 BT2 BT1 SET 5/8 INCH COLORED PLASTIC CAP BEARING SURVEYORS REGISTRATION NUMBER. IRON ROD FLUSH WITH GROUND TO TIE FOUND IRON STAKE IDENTIFIED BY THESE STAKES REFERENCE FOUND OR SET MONUMENTATION. MENTATION. THESE STAKES, IN CULTIVATED AREAS, REFERENCE FOUND OR SET MONU- STAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY DATA AND SURVEYORS REGISTRATION NUMBER. MARKER TO MONUMENT THE POSITION SHOWN. IDENTIFIED BY INSCRIPTION SURVEYORS REGISTRATION NUMBER. FOUND IRON STAKE. IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH IRON ROD 20 INCHES BELOW GROUND TO TIE SCALE: 1"= 50' GRAPHIC SCALE FEET STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS. SURVEYORS REGISTRATION NUMBER. SURVEY MARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE PERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS) RIGHT OF WAY STAKING PROPOSED TO BE SET PART OF THE OF SECTION , TWP. N., R. E. OF THE 3RD. P.M., IN COUNTY, ILLINOIS. WILL R-91-012-2006-00040-00-FP 1" = 50' 50'0 MICHAEL E. MIZEUR CMT, INC. 035-003638 ILLINOIS MINIMUM STANDARDS FOR A BOUNDARY SURVEY. THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT LICENSE EXPIRATION DATE: ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 11-30-2020 PROPOSED TEMPORARY EASEMENT AREAS SHOWN ON THIS PLAT ARE GROUND. SHOWN BY THE COMBINATION FACTOR OF 0.99995223. "GROUND". TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES ALL MEASURED AND CALCULATED DISTANCES ARE "GRID" NOT AMERICAN DATUM OF 1983 (2011 ADJUSTMENT) "GRID". THE ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH COORDINATES, BEARINGS & DISTANCES SHOWN HEREON REFERENCE ALL DIMENSIONS ARE MEASURED UNLESS OTHERWISE SPECIFIED. NOTES: PRELIMINARY LOCATIONSEALROYEVR US DN AL LANOISSE FORPSIONILLI FO ETA TS**035-003638 MIZEUR MICHAEL E. ILLINIOS SPRINGFIELD, 143RD STREET (FAU 0380) AC SCALE: WILL WILL A.D. 20 DAY OF , ILLINOIS THIS DATED AT 184-000613 TRANSPORTATION, STATE OF ILLINOIS. TO ENABLE THE SURVEY TO BE RETRACED, MADE FOR THE DEPARTMENT OF POSITIONS SHOWN THEREON AND THAT THE MONUMENTS ARE SUFFICIENT FOUND AND ESTABLISHED ARE OF PERMANENT QUALITY AND OCCUPY THE THE PLAT CORRECTLY REPRESENTS SAID SURVEY, THAT ALL MONUMENTS COMPLETE AS SHOWN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT COUNTY, THAT THE SURVEY IS TRUE AND PRINCIPAL MERIDIAN, EAST OF THE THIRD NORTH, RANGE , TOWNSHIP IN SECTION ,) HAVE SURVEYED THE PLAT OF HIGHWAYS SHOWN HEREON PROFESSIONAL DESIGN FIRM LAND SURVEYING CORPORATION, NUMBER AN ILLINOIS PROFESSIONAL LAND SURVEYOR, (WE, , AN ILLINOIS THIS IS TO CERTIFY THAT I, COUNTY OF ) )SS STATE OF ILLINOIS ) 36 9 BOUNDARY LINES CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 RIGHT OF WAY FOUND 580 575 570 565 560 555 3T6N E9R 20+00 25+00 30+00 35+00 40+00 400 405 4 1 0  Copyright CMT,License No. 184-000613 IL RTE 591NN0001 1NN0002 US RTE 30 143RD ST /IL RTE 59143RD STREET PARCEL 1NN0013 TOTAL HOLDING PARCEL 1NN0005 TOTAL HOLDING 143RD STREET 143RD STREET IL ROUTE 126 1NN0013 NAPERVILLE RD PARCEL 1NN0014 TOTAL HOLDING IL ROUTE 126 143RD STREET 1616 1NN0014 1NN0001, 1NN0002 & 1NN0022 TOTAL HOLDING PARCEL FOR 1NN0022 1NN0005 IL RTE 59 / US RTE 30 DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SCHAUMBURG, ILLINOIS 60196 201 WEST CENTER COURT BUREAU OF LAND ACQUISITION REVISION DATE: / / REVISION MADE BY: STA.TO STA. SHEET OF LIMITS: SECTION: COUNTY: JOB NO.: SHEETSSCALE: N/A IDOT USE ONLY PLAT OF HIGHWAYS 2 143RD STREET (FAU 0380) CRAWFORD MURPHY & TILLY, INC. (630) 820-1022 AURORA, ILLINOIS 60504 550 NORTH COMMONS DRIVE, SUITE 116 06-00040-00-FP WILL R-91-012-20 515 510 505 500 3390+00 3395+00 3400+00 3405+00 3410+00 530 525 520 515 3395+00 3400+00 3405+00 3410+00 580 575 570 565 560 555 550 545 540 535 530 3T6N E9R 3T6N E9R 715+00 720+00 725+00 30+00 35+00 40+00 45+00 50+00 400 405 41 0 580 575 570 565 3T6N E9R 30+00 35+00 40+00 45+00 50+00 4 1 0  Copyright CMT,License No. 184-000613 APPENDIX 14 Urbanized Area Map Lk Plainfiel d Lk Renwick Goose Lk Rice Lk Fox Riv Chicago Sanitary and Ship Cnl Long Run Crk Indian Crk du Page River E Br Lily Cache Crk Chicago Sanitary and Ship Cnl Il l a nd M i c h C nl Lily Cache Crk Mill C rk Long Run Crk Indian Crk Mink Crk Mink Crk Spri n g B r k Waubansee Crk Indian Crk a t a nd Sf Rlwy Burlington Northern RR BurlingtonNorthern Santa Fe RRE J &E RRIndustrial RR Illinois Central RR Elgin Joliet and Eastern Rlwy Elgin Joliet and Eastern Rlwy at and Sf Rlwy at and Sf Rlwy Elgin Joliet andEastern RlwyElgin J oli et a n d E a st er n Rl w y 883553555555355355355S Ridge Rd Mallard Ln Hanger Rd Johnson Rd Simons Rd Woolley Rd Collins Rd County Line Rd Wilson Rd Grove Rd Cherry Rd Cherry Rd Eola Rd Schlapp Rd Roth Rd Douglas Rd Douglas Rd Indian Creek Rd Ridge Rd E Schoolhouse Rd WatercressDrShortStWhite Eagle Dr SummitHillsLnW 135th St Wood Farm Rd SaraLnFairoakRdGatesheadDrPlainfield Rd E4thStDeerChase Ln67th St NRootStSussex Rd Montros e Dr YorktownMall DrJanesAveFoxgloveDrMansf ie ld Dr VineSt1st Ave N 4thStS Jackson St W 115th St Arbor Dr Redf i e ld R d 147th Pl Essex Rd ElmStFultonStInverness Rd N Eagle St Diehl Rd S u tto nLnPennyLnLacey Rd BromleyLnBriarLnB u rr O a k R dFlorenceAveStation BlvdE Chicago Ave S Ellyn Ave E Gartner Rd Lark Ln Fender Rd PembridgeWayHigh Grove Ln Lindley St 61stStla FoxAveSLoomisStDavey Dr Fessler Ave FourLakesAveRiversideAveE New York St Yellow Pine Dr WoodlandAveCapital Dr Spangler Ave FrostLnForestwood Dr N Canyon Dr State St Harmony 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Boulder Hill 07419Joliet38570Warrenville78929NorthAurora 53442Montgomery 50218Woodridge 83245Batavia 04078Oswego56887OakBrook54534Naperville 51622Crest Hill 17458Aurora 03012HomerGlen35835Bolingbrook 07133Lisle 43939Plainfield 60287GlenEllyn29756Romeoville 65442Downers Grove 20591Lombard44407Winfield 82400Lemont 42795Westmont 80645Wheaton 81048Lockport 44225Darien18628Oakbrook Terrace 54560Chicago,IL-IN16264LEGENDSYMBOL DESCRIPTIONSYMBOLLABEL STYLEInternationalCANADAFederal American IndianReservationL'ANSE RES 1880Off-Reservation Trust LandT1880Urbanized AreaDover, DE 24580Urban ClusterTooele, VT 88057State (or statisticallyequivalent entity)NEW YORK 36County (or statisticallyequivalent entity)ERIE 029Minor Civil Division(MCD)1,2Bristol town 07485Consolidated CityMILFORD 47500Incorporated Place1,3Davis 18100Census Designated Place(CDP)3Incline Village 35100DESCRIPTIONSYMBOLDESCRIPTIONSYMBOLInterstate3U.S. Highway2State Highway4Other RoadMarsh LnRailroadSouthern RRPerennial StreamTumbling CrIntermittent StreamPiney CrWater BodyPleasant LakeMilitaryFort BelvoirOutside Subject AreaWhere international, state, county, and/or MCD boundaries coincide, the map showsthe boundary symbol for only the highest-ranking of these boundaries.1 A ' ° ' following an MCD name denotes a false MCD. A ' ° ' following a place name indicates that a false MCD exists with the same name and FIPS code as the place; the false MCD label is not shown.2 MCD boundaries are shown in the following states in which some or all MCDs function as general-purpose governmental units: Connecticut, Illinois, Indiana, Kansas, Maine, Massachusetts, Michigan, Minnesota, Missouri, Nebraska, New Hampshire, New Jersey, New York, North Dakota, Ohio, Pennsylvania, Rhode Island, South Dakota, Vermont, and Wisconsin. (Note that Illinois and Nebraska have some counties covered by nongovernmental precincts and Missouri has most counties covered by nongovernmental townships.)3 Place label color corresponds to the place fill color. Label colors: Davis Davis Davis Davis Davis Key to Sheets596147111510SUBJECT AREA COUNTIES ON MAP SHEET 17031 Cook17043 DuPage17089 Kane17093 Kendall17197 Will41.856747N88.337278W41.853373N87.985601W41.590387N87.990782W41.593748N88.341086WAll legal boundaries and names are as of January 1, 2010. Urban areas are based onresults from the 2010 Decennial Census. The boundaries shown on this map are forCensus Bureau statistical data collection and tabulation purposes only; their depictionand designation for statistical purposes does not constitute a determination ofjurisdictional authority or rights of ownership or entitlement. U.S. DEPARTMENT OF COMMERCE Economics and Statistics Administration U.S. Census Bureau Geographic Vintage: 2010 Census (reference date: January 1, 2010)Data Source: U.S. Census Bureau's MAF/TIGER database (TAB10)Map Created by Geography Division: March 11, 2012 ENTITY TYPE: Urbanized Area (UA) UA NAME: Chicago, IL--INUA CODE: 16264 Projection: Albers Equal Area ConicDatum: NAD 83Spheroid: GRS 801st Standard Parallel: 37 53 352nd Standard Parallel: 41 35 07Central Meridian: -89 18 43Latitude of Projection's Origin: 36 58 12False Easting: 0False Northing: 0 Total Sheets: 18- Index Sheets: 1- Parent Sheets: 17 ST: Illinois (17), Indiana (18) 012345 Kilometers5 Kilometers00.61.21.82.43 Miles3 MilesThe plotted map scale is 1:400002010 CENSUS - URBANIZED AREA REFERENCE MAP: Chicago, IL--INSheet Location within Entity2010 CENSUS UA REF MAP (PARENT)231016264010 PARENT SHEET 10 Project Area APPENDIX 15 FEMA Maps MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Color.pltcfgPlainfield_Exhibit_color.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Drawings\Exhibits\..CPD JJM CPDJeremy Metz800.0000 ' / in. 4/15/2019 (8:48:39 AM) D1143-exh_FEMA_FIRM.dgn Default 1"=400'11 11 143RD STREET EXTENSION FEMA FIRM MAP EFFECTIVE FEB 15, 2019 04/12/2019 WILL06-00040-00-FP0350 U. MODEL NAME = FILE NAME = SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 570+00 571 572 573 574 0 400 800 1200 SCALE IN FEET 17197C0135G MAP NO. 17197C0127G MAP NO. 17197C0039G MAP NO. 17197C0045G MAP NO. EXTENSION (APPROXIMATE) PROPOSED ALINGNMENT 143RD  Copyright CMT,License No. 184-000613 APPENDIX 16 404 Permit Correspondence 1 ‐13 14 ‐32 33 ‐43 44 ‐65 66 ‐68 143rd Street Extension Village of Plainfield Appendix 16 404 Permit Correspondence Section 06‐00040‐00‐FP USACE Approved Jurisdictional Determination USACE Preapplication Meeting Materials (5/20/2020) USACE Preapplication Meeting Materials (11/15/2018) Initial JD Request (11/22/2019) USACE JD Correspondence DEPARTMENT OF THE ARMY CHICAGO DISTRICT, CORPS OF ENGINEERS 231 SOUTH LASALLE STREET CHICAGO, ILLINOIS 60604-1437 REPLY TO ATTENTION OF: April 29, 2020 Operations Division Regulatory Branch LRC-2018-00901 SUBJECT: Jurisdictional Determination for the 143rd Street Extension Project in Plainfield, Will County, Illinois (Latitude 41.623292, Longitude -88.198571) Scott Threewitt Village of Plainfield Department of Public Works 14400 Coil Plus Drive Plainfield, Illinois 60544 Dear Mr. Threewitt: This is in response to your request that the U.S. Army Corps of Engineers complete a jurisdictional determination for the above-referenced site submitted on your behalf by CMT, Inc. The subject project has been assigned number LRC-2018-00901. Please reference this number in all future correspondence concerning this project. Following a review of the information you submitted, this office has determined that the subject property contains "waters of the United States". Site 1, Pond 1, Mining Pond 2 & Mining Pond 3, and Wetlands W1, W2, W3, A & E, have been determined to be under the jurisdiction of this office and therefore, subject to Federal regulation. Site 3, RP2, Mining Ponds 1 & 4, and Wetlands B, C & D have been determined to be isolated and therefore not subject to Federal regulation. Please be informed that this office does not concur with the boundaries of waters not under the jurisdiction of this office. Site 2, RP1, RD1, RD2 & the Gully, are water features Exempt from Federal regulation. Please be informed that this office does not concur with the boundaries of waters not subject to Federal regulation. In the event an application is submitted for work within jurisdictional areas, a concurrence of the wetland boundaries and/or a professional survey of the identified wetland and water features stamped by a professional surveyor will need to be prepared and shall accompany the approved wetland delineation. Page 1 For a detailed description of our determination please refer to the enclosed decision document. This determination covers only your project as depicted in the Wetland and WOUS Investigation Report dated October 2016, prepared by Huff & Huff. This determination is valid for a period of five (5) years from the date of the letter, unless new information warrants revision of the determination before the expiration date or a District Commander has identified, after public notice and comment, that specific geographic areas with rapidly changing environmental conditions merit re-verification on a more frequent basis. This letter is considered an approved jurisdictional determination for your subject site. If you object to this determination, you may appeal, according to 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and a Request for Appeal (RFA) form. If you request to appeal the above determination, you must submit a completed RFA form to the Great Lakes/Ohio River Division Office at the following address: Jacob Siegrist Regulatory Appeals Review Officer US Army Corps of Engineers Great Lakes and Ohio River Division 550 Main Street, Room 10-714 Cincinnati, Ohio 45202-3222 Phone: (513) 684-2699 Fax: (513) 684-2460 In order to be accepted, your RFA must be complete, meet the criteria for appeal and be received by the Division Office within sixty (60) days of the date of the NAP. If you concur with the determination in this letter, submittal of the RFA form to the Division office is not necessary. This determination has been conducted to identify the limits of the Corps Clean Water Act jurisdiction for the particular site identified in this request. This determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service prior to starting work. It is your responsibility to obtain any required state, county, or local approvals for impacts to wetland areas not under the Department of the Army jurisdiction. Pursuant to Section 404 of the Clean Water Act, the U.S. Army Corps of Engineers regulates the discharge of dredged or fill material into waters of the United States, including wetlands. A Department of the Army permit is required for any proposed work involving the discharge of dredged or fill material within the jurisdiction of this office. To initiate the permit process, please submit a joint permit application form along with detailed plans of the proposed work. Information concerning our program, including the application form and an application checklist, can be found at and downloaded from our website: http://www.lrc.usace.army.mil/Missions/Regulatory.aspx Page 2 If you have any questions, please contact Mr. Michael J. Machalek of my staff by telephone at (312) 846-5534 or email at Mike.J.Machalek@usace.army.mil. Sincerely, Diedra L. McLaurin Team Leader, West Section Regulatory Branch Enclosures Copy Furnished w/out Enclosures Will County Land Use Department (Jim Song) CMT, Inc. (Patrick VerHalen) MCLAURIN.DIED RA.L.1230340362 Digitally signed by MCLAURIN.DIEDRA.L.12303403 62 Date: 2020.04.29 12:35:15 -05'00' Page 3 NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND REQUEST FOR APPEAL Applicant: Scott Threewitt, Village of Plainfield, Dept of Public Works File Number: LRC-2018-00901 Date: April 29, 2020 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of Permission) A PROFFERED PERMIT (Standard Permit or Letter of Permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.army.mil/CECW/Pages/reg_materials.aspx or Corps regulations at 33 CFR Part 331. A. INITIAL PROFFERED PERMIT: You may accept or object to the permit. x ACCEPT: If you received a Standard Permit or a Letter of Permission (LOP), you may sign the permit document and return it to the district commander for final authorization. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. x OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district commander. Your objections must be received by the district commander within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district commander will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district commander will send you a proffered permit for your reconsideration, as indicated in Section B below. B. PROFFERED PERMIT: You may accept or appeal the permit x ACCEPT: If you received a Standard Permit or a Letter of Permission (LOP), you may sign the permit document and return it to the district commander for final authorization. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division commander. This form must be received by the division commander within 60 days of the date of this notice. C. PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division commander. This form must be received by the division commander within 60 days of the date of this notice. D. APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. x ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division commander. This form must be received by the division commander within 60 days of the date of this notice. Page 4 E.PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the appeal process you may contact: Regulatory Branch Chicago District Corps of Engineers 231 South LaSalle Street, Suite 1500 Chicago, IL 60604-1437 Phone: (312) 846-5530 Fax: (312) 353-4110 If you only have questions regarding the appeal process you may also contact: Jacob Siegrist Regulatory Appeals Review Officer US Army Corps of Engineers Great Lakes and Ohio River Division 550 Main Street, Room 10524 Cincinnati, Ohio 45202-3222 Phone: (513) 684-2699 Fax: (513) 684-2460 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Commanders personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day notice of any site investigation, and will have the opportunity to participate in all site investigations. ______________ _________________ Signature of appellant or agent. Date:Telephone number: Page 5 1 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A.REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): March 17, 2020 B.DISTRICT OFFICE, FILE NAME, AND NUMBER: Chicago District, Village of Plainfield, LRC-2018-901 C.PROJECT LOCATION AND BACKGROUND INFORMATION: Rt. 126 & Rt. 59 State: Illinois County/parish/borough: Will City: Plainfield Center coordinates of site (lat/long in degree decimal format): Lat. 41.623292°N, Long. -88.198571° W. Universal Transverse Mercator: Zone 16 Name of nearest waterbody: DuPage River Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Des Plaines River Name of watershed or Hydrologic Unit Code (HUC): Des Plaines (07120004) Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e.g., offsite mitigation sites, disposal sites, etc…) are associated with this action and are recorded on a different JD form. D.REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: March 17, 2020 Field Determination. Date(s): March 10, 2020 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Are no “navigable waters of the U.S.” within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are no “waters of the U.S.” within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 2.Non-regulated waters/wetlands (check if applicable):1 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: Mining Pond 1 and Mining Pond 4 are historic ponds created by mining in upland areas, and have no outlet or connection to the DuPage River, and are therefore isolated. RP2, Wetland B, Wetland C and Site 3 are all small deep isolated depressional holes left over from historic mining activities, and never fill up or spill over to the nearby mining pond, which is also isolated. Wetland D is on the shore of Mining Pond 1, which is isolated, so the wetland is also isolated. SECTION III: CWA ANALYSIS E.ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE, DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY):2 which are or could be used by interstate or foreign travelers for recreational or other purposes. from which fish or shellfish are or could be taken and sold in interstate or foreign commerce. which are or could be used for industrial purposes by industries in interstate commerce. Interstate isolated waters. Explain: . Other factors. Explain: . Identify water body and summarize rationale supporting determination: . Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters: linear feet width (ft). Other non-wetland waters: acres. Identify type(s) of waters: . Wetlands: acres. 1 Supporting documentation is presented in Section III.F. 2 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos. Page 6 2 F.NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. Prior to the Jan 2001 Supreme Court decision in “SWANCC,” the review area would have been regulated based solely on the “Migratory Bird Rule” (MBR). Waters do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction. Explain: . Other: (explain, if not covered above): . Provide acreage estimates for non-jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet width (ft). Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: . Wetlands: 13 acres. Provide acreage estimates for non-jurisdictional waters in the review area that do not meet the “Significant Nexus” standard, where such a finding is required for jurisdiction (check all that apply): Non-wetland waters (i.e., rivers, streams): linear feet, width (ft). Lakes/ponds: acres. Other non-wetland waters: acres. List type of aquatic resource: . Wetlands: acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: USACE Approved Jurisdictional Detemination Request dated February 22, 2019, prepared by CMT, Inc.. Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps: . Corps navigable waters’ study: . U.S. Geological Survey Hydrologic Atlas:Plainfield HA 228, 1966, . USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: Plainfield 7.5", 1993, Pick List, Pick List, Pick List, . USDA Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Will County, Illinois (1962). National wetlands inventory map(s). Cite name: Plainfield, . State/Local wetland inventory map(s): Pick List, . FEMA/FIRM maps: . 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) Photographs: Aerial (Name & Date): . or Other (Name & Date): . Previous determination(s). File no. and date of response letter: . Applicable/supporting case law: . Applicable/supporting scientific literature: . Other information (please specify): . B. ADDITIONAL COMMENTS TO SUPPORT JD: Site visit on March 10, 2020 to walk all site boundaries over 3-4 hours to check for any possible connections. Area(s) are geographically isolated. Closed isolated depressions. Area(s) do not have a hydrologic nexus. Water does not leave site. Area(s) do not have an ecological nexus. . Area(s) do not have evidence of a subsurface flow connection to a jurisdictional water. . Area(s) do not have evidence of surface overland sheet flow. . Area(s) are not located within the flood plain. . Page 7 1 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook. SECTION I: BACKGROUND INFORMATION A.REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): March 17, 2020 B.DISTRICT OFFICE, FILE NAME, AND NUMBER: Chicago District, Village of Plainfield, LRC-2018-901 C.PROJECT LOCATION AND BACKGROUND INFORMATION: Rt. 126 & Rt. 59 State: Illinois County/parish/borough: Will City: Plainfield Center coordinates of site (lat/long in degree decimal format): Lat. 41.623292°N, Long. -88.198571° W. Universal Transverse Mercator: Zone 16 Name of nearest waterbody: DuPage River Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Des Plaines River Name of watershed or Hydrologic Unit Code (HUC): Des Plaines (07120004) Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e.g., offsite mitigation sites, disposal sites, etc…) are associated with this action and are recorded on a different JD form. D.REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: March 17, 2020 Field Determination. Date(s): March 10, 2020 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Are no “navigable waters of the U.S.” within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are no “waters of the U.S.” within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 2.Non-regulated waters/wetlands (check if applicable):1 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: Site 2 is a man-made scrape on a slope that impounds water when it rains. RP1 is a man-made retention pond in dry land for the storage unit company. RD1 & RD2 are upland roadside ditches. The Gully is an erosional cut through a farm field from parking lot run-off. SECTION III: CWA ANALYSIS F.NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY): If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements. Other: (explain, if not covered above): . SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Approved Jurisdictional Determination Request dated February 22, 2019, prepared by CMT, Inc. Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps: . 1 Supporting documentation is presented in Section III.F. Page 8 2 Corps navigable waters’ study: . U.S. Geological Survey Hydrologic Atlas:Plainfield HA 228, 1966, . USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: Plainfield 7.5", 1993, Pick List, Pick List, Pick List, . USDA Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Will County, Illinois (1962). National wetlands inventory map(s). Cite name: Plainfield, . State/Local wetland inventory map(s): Pick List, . FEMA/FIRM maps: . 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) Photographs: Aerial (Name & Date): . or Other (Name & Date): . Previous determination(s). File no. and date of response letter: . Applicable/supporting case law: . Applicable/supporting scientific literature: . Other information (please specify): . B. ADDITIONAL COMMENTS TO SUPPORT JD: Site visit on March 10, 2020 to walk entire site over 3-4 hours. Areas are ditches (check all that apply): RD1 & RD2. Non-tidal drainage and irrigation ditches excavated on dry land (51 FR 41217, Nov. 13, 1986). . Ditches (including roadside ditches) excavated wholly in and draining only uplands and that do not carry a relatively permanent flow of water (USACE JD Form Instructional Guidebook 5/30/2007). . Ditches that do not have a relatively permanent flow into waters of the U.S. or between two (or more) waters of the U.S. (USACE JD Form Instructional Guidebook 5/30/2007). . Area(s) are artificial waters created in upland or dry land: RP1 & Site 2. Artificially irrigated areas which would revert to upland if the irrigation ceased (51 FR 41217, Nov. 13, 1986). . Artificial lakes or ponds created by excavating and/or diking dry land to collect and retain water and which are used exclusively for such purposes as stock watering, irrigation, settling basins, or rice growing (51 FR 41217, Nov. 13, 1986). . Artificial reflecting or swimming pools or other small ornamental bodies of water created by excavating and/or diking dry land to retain water for primarily aesthetic reasons (51 FR 41217, Nov. 13, 1986). . Waterfilled depressions created in dry land incidental to construction activity and pits excavated in dry land for the purpose of obtaining fill, sand, or gravel unless and until the construction or excavation operation is abandoned and the resulting body of water meets the definition of waters of the United States (51 FR 41217, Nov. 13, 1986). Site 2. Waste treatment systems, including treatment ponds or lagoons designed to meet the requirements of the Clean Water Act (other than cooling ponds as defined in 40 CFR 423.11(m) which also meet criteria of this definition) (33 CFR 328.3 (a)). RP1. Area(s) are swales (USACE JD Form Instructional Guidebook 5/30/2007). . Area(s) are erosional features (including gullies) (USACE JD Form Instructional Guidebook 5/30/2007). Gully. Area(s) are prior converted cropland (33 CFR 328.3(a)(8)). . Area(s) are uplands. . Other: . Page 9 1 APPROVED JURISDICTIONAL DETERMINATION FORM U.S. Army Corps of Engineers SECTION I: BACKGROUND INFORMATION A.REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): March 17, 2020 B.DISTRICT OFFICE, FILE NAME, AND NUMBER: Chicago District, Village of Plainfield, LRC-2018-901 C.PROJECT LOCATION AND BACKGROUND INFORMATION: Rt. 126 & Rt. 59 State: Illinois County/parish/borough: Will City: Plainfield Center coordinates of site (lat/long in degree decimal format): Lat. 41.623292°N, Long. -88.198571° W. Universal Transverse Mercator: Zone 16 Name of nearest waterbody: DuPage River Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Des Plaines River Name of watershed or Hydrologic Unit Code (HUC): Des Plaines (07120004) Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request. Check if other sites (e.g., offsite mitigation sites, disposal sites, etc…) are associated with this action and are recorded on a different JD form. D.REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): Office (Desk) Determination. Date: March 17, 2020 Field Determination. Date(s): March 10, 2020 SECTION II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Are no “navigable waters of the U.S.” within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required] Waters subject to the ebb and flow of the tide. Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: Defined in People of State of Ill. ex rel. Scott v. Hoffman, No. P-CIV-76-45, slip op. at 7 (S.D.Ill. Jan. 20, 1979). B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are “waters of the U.S.” within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required] 1.Waters of the U.S. a.Indicate presence of waters of U.S. in review area (check all that apply): 1 TNWs, including territorial seas Wetlands adjacent to TNWs Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs b.Identify (estimate) size of waters of the U.S. in the review area: Non-wetland waters: linear feet: width (ft) and/or 7.64 acres. Wetlands: 13.92 acres. c.Limits (boundaries) of jurisdiction based on: Midwest Supplement Elevation of established OHWM (if known): . SECTION III: CWA ANALYSIS A.TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2 and Section III.D.1.; otherwise, see Section III.B below. 1.TNW Identify TNW: Pick List. Summarize rationale supporting determination: As defined in People of State of Ill. ex rel. Scott v. Hoffman, No. P-CIV-76-45, slip op. at 7 (S.D.Ill. Jan. 20, 1979). 2. Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is “adjacent”: . 1 Boxes checked below shall be supported by completing the appropriate sections in Section III below. 2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least “seasonally” (e.g., typically 3 months). Page 10 2 D.DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: TNWs: linear feet width (ft), Or, acres. Wetlands adjacent to TNWs: acres. 2.RPWs that flow directly or indirectly into TNWs. Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that tributary is perennial: The DuPage River is a direct tributary of the Des Plaines River, and has documented year-round flow. Lily Cache Creek is a direct tributary of the DuPage River, and had year-round flow based on aerials and size. The unnamed tributary of the DuPage River has year-round flow based on aerials and size of tributary. Tributaries of TNW where tributaries have continuous flow “seasonally” (e.g., typically three months each year) are jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows seasonally: . Provide estimates for jurisdictional waters in the review area (check all that apply): Tributary waters: 10000 linear feet 20 width (ft). Other non-wetland waters: acres. Identify type(s) of waters: . 4.Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: Site 1 is bisected by the DuPage River tributary. Pond 1/Wetland A is immediately adjacent to the DuPage River and the wetland portion abuts the river. Mining Pond 2 has a direct outlet/connection to Lily Cache Creek; and Mining Pond 3 outlets via a tributary to Lily Cache Creek. Wetland E is associated with Mining Pond 2, which abuts an RPW tributary to Lily Cache Creek. Wetlands directly abutting an RPW where tributaries typically flow “seasonally.” Provide data indicating that tributary is seasonal in Section III.B and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly abutting an RPW: . Provide acreage estimates for jurisdictional wetlands in the review area: 17.77 acres. SECTION IV: DATA SOURCES. A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked and requested, appropriately reference sources below): Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: USACE Approved Jurisdictional Determination Request dated February 22, 2019, prepared by CMT, Inc.. Data sheets prepared/submitted by or on behalf of the applicant/consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Data sheets prepared by the Corps: . Corps navigable waters’ study: . U.S. Geological Survey Hydrologic Atlas:Plainfield HA 228, 1966, . USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: Plainfield 7.5", 1993, Pick List, Pick List, Pick List, . USDA Natural Resources Conservation Service Soil Survey. Citation: Soil Survey of Will County, Illinois (1962). National wetlands inventory map(s). Cite name: Plainfield, . State/Local wetland inventory map(s): Pick List, . FEMA/FIRM maps: . 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929) Photographs: Aerial (Name & Date): . or Other (Name & Date): . Previous determination(s). File no. and date of response letter: . Applicable/supporting case law: People of State of Ill. ex rel. Scott v. Hoffman, No. P-CIV-76-45, (S.D.Ill. Jan. 20, 1979) Applicable/supporting scientific literature: . Other information (please specify): . B.ADDITIONAL COMMENTS TO SUPPORT JD: Site visit on March 10, 2020 to walk entire site over 3-4 hours and locate all jurisdictional conections. Page 11 Wetland ADuPage River**W1******Site 1*Site 2*W2*W3*RD1*RD2*RP1*Pond 1*143rd Street Extension - Plainfield, Will Co., ILWATER RESOURCES MAP (1 of 2)0200400100FeetService Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunityAddendum D ESR Limits (Final 2018)Addendum D ESR Limits (Proposed 2016)Wetlands (CMT 2019)Wetland Data Point (CMT 2019)Upland Data Point (CMT 2019)Stream OHWM (CMT 2019)H&H Waters (2016)DitchMining PondPondRetention pondStreamWetlandGully* as defined in the H&H 2016 reportPage 12 DuPage RiverWetland BWetland CWetland DWetland ELake PlainfieldFletcher LakeMain LakeMining Pond 1*Mining Pond 2*Mining Pond 4*Mining Pond 3*Site 3*RP2*143rd Street Extension - Plainfield, Will Co., ILWATER RESOURCES MAP (2 of 2)0200400100FeetService Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunityAddendum D ESR Limits (Final 2018)Addendum D ESR Limits (Proposed 2016)Wetlands (CMT 2019)Wetland Data Point (CMT 2019)Upland Data Point (CMT 2019)Stream OHWM (CMT 2019)H&H Waters (2016)*DitchMining PondPondRetention pondStreamWetland* as defined in the H&H 2016 reportPage 13 Page 1 of 3 USACE Pre-Application Meeting Minutes CMT No. 18024201.00 Project:Plainfield 143rd Street Extension Phase I Addendum CMT No.: 18024201.00 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location:Virtual Meeting via Zoom Date:May 20, 2020 Attendees: NAME REPRESENTING PHONE NUMBER EMAIL Stasi Brown US Army Corps of Engineers – Chicago District (312) 846-5534 Stasi.F.Brown@usace.army.mil Randy Jessen Village of Plainfield – Department of Public Works (815) 230-2037 rjessen@goplainfield.com Patrick VerHalen Crawford, Murphy & Tilly, Inc.(630) 907-7043 pverhalen@cmtengr.com Tice Cole Crawford, Murphy & Tilly, Inc.(630) 907-7059 ccole@cmtengr.com Mike Wittkop Crawford, Murphy & Tilly, Inc.(630)907-7056 mwittkop@cmtengr.com Heather Lacey Crawford, Murphy & Tilly, Inc.(937) 701-6578 hlacey@cmtengr.com Distribution (via email on May 22, 2020): Attendees Scott Threewitt, Plainfield Alex Zelles, CMT Please review the attached notes, if our understanding of the information exchange as presented in these notes is different from yours kindly inform us so we can revise accordingly. Should we not here from you within one (1) weeks’ time we will consider these notes correct as presented. Signed Patrick VerHalen Page 14 Plainfield 143rd St Extension Phase I Addendum USACE Pre-Application Meeting Minutes Date: May 20, 2020 Page 2 of 3 CMT No. 18024201.00 A meeting was held on May 20, 2020 through video conferencing for the purpose of introducing the project to the US Army Corps of Engineers (USACE) Project Manager and initiating the Section 404 permitting process. The meeting began at about 2:00 pm. The group introduced themselves and Patrick VerHalen began with a general outline of the meeting agenda. Tice Cole gave a brief project history regarding the original Phase 1 alignment that was within the ComEd Transmission Corridor, but the costs of relocating the transmission lines underground made the alignment cost prohibitive. The new alignment is north of the transmission corridor and in the process of receiving Phase 1 approval from IDOT. Patrick VerHalen described the key components of the project including the general project timeline, wetlands, and proposed impacts to wetlands and waters of the US under Federal jurisdiction. Patrick VerHalen then indicated CMT’s desire to permit the project under the Chicago District’s Regional Permit Program. The total proposed impacts are 1.005 ac with the impacts to West Norman Drain 0.239 ac, the impacts to the wetland adjacent to the DuPage River are 0.003 ac, and the impacts to the various resources due to the construction of the new bridge total 0.763 ac . CMT is proposing that the impacts due to the culvert extension on West Norman Drain and the impacts associated with the new bridge are two single and complete linear projects* to as allowed under Regional Permit 3 (as revised January 10, 2020). Stasi Brown indicated that she has previously permitted separate impacts on linear utility project, but not on a transportation project. Due to the proximity of the two sets of impacts, she would have to talk to her supervisor to determine if that would be possible. Stasi Brown indicated that it would be easier in general to avoid permitting under the individual permit if the total impacts were designed below 1.00 ac. Randy Jessen indicated that the Village would prefer to do what was possible to reduce impacts to below 1.00 ac. Tice Cole and Mike Wittkop agreed that it may be possible and will re-evaluate to see if they could reduce the total impacts to resources under federal regulation to under 1.00 ac. Stasi Brown asked about the status of Threatened and Endangered Species review. Tice Cole indicated that the original biologic clearance from IDOT had placed restrictions on tree clearing due to the Northern Long-Eared Bat, but nothing else was indicated. CMT is also waiting for IDOT to provide the results from the amended biologic clearance for the new alignment. Stasi Brown asked what the drop-dead date was for this project to have the executed permit in hand. Tice Cole indicated that all permits must be in hand by the Final Plans submittal to IDOT in July 2021, but it would be better to have the permit terms and conditions included with the Pre- Final Submittal to IDOT in May 2021. The goal is to have the project let in November 2021 based on the funding requirements. Stasi indicated that with a worse case scenario of having to complete the Individual Permit for this project, meeting the May 2021 deadline would not be a n issue. For the Regional Permit Process, there is a 60-day review limitation once a complete application package is submitted. Stasi Brown indicated that either way, if CMT submits a complete application package by early July, the it would be reasonable to obtain the USACE permit for the May 2021 Pre-Final submittal date. Tice Cole asked Stasi Brown what the expiration date of an issued permit was in case the permit gets issued, and there is a delay in constructing the project. The project is intended to take two construction seasons, but if there is any delay, Plainfield and CMT do not want to have to resubmit for a new permit partway through the project. Stasi Brown indicated that the permits are valid for three-years, but the project must be under construction and fill must be underway within that time frame. If there is no work or fill started within three-years, then a new Jurisdictional Determination may be required prior to reissuance based on the current Waters-Of-The-US and Permitting rules. Page 15 Plainfield 143rd St Extension Phase I Addendum USACE Pre-Application Meeting Minutes Date: May 20, 2020 Page 3 of 3 CMT No. 18024201.00 Heather Lacey indicated her primary concern with having to submit an Individual Permit is the Section 401 Water Quality Certification submittal. Stasi Brown indicated that all projects with Federal Actions require the 401 Authorization to be provided within 365 calendar days from the completed submittal being provided to the Illinois Environmental Protection Agency (IEPA), otherwise the USACE can waive the Section 401 requirements. The IEPA also has 30-days from the receipt of the permit application to determine and indicate to the permitee if the application is complete or not. If the impacts can be minimized to less than 1.0 ac, then the Section 401 is provided under the Regional Permit Program (RPP) and a separate submittal is unnecessary. Tice Cole asked Stasi Brown if a public hearing was necessary for Section 404 permitting. Stasi Brown indicated that there is no public meeting requirement under the RPP, but for an Individual Permit, there is a possibility for a public hearing if there is enough public request for it. Based on her experience, unless there is a large public response, then a public meeting or hearing will not take place. Stasi Brown did indicate that as part of the permitting process, public opinion is considered. Patrick VerHalen indicated that a section on how public input has been involved thus far will be included in the permit application package. Tice Cole indicated that because of the Federal and IDOT processes and funding, there have been several rounds of public meetings and individual stakeholder meetings. The Village of Plainfield is still responsive to any public comments that it receives. Stasi Brown indicated she was happy that CMT and the Village of Plainfield had presented this much information and the discussions had today will go far in helping he r complete the permit reviews. The meeting was adjourned at approximately 3:05 pm. A copy of the presentation is also included for your reference. *Single and Complete Project (revised definition from January 10, 2020 revision to RPP): Applied to linear projects, the term is defined as that portion of the total linear project proposed or accomplished by one owner/developer or partnership or other association of owners/developers that includes all crossings of a single water of the United States (i.e., a single waterbody) at a specific location. For linear projects crossing a single or multiple waterbodies several times at separate and distant locations, each crossing is considered a single and complete project for purposes of RPP authorization Page 16 143rd Street Extension IL 59 to IL 126 Pre-Application Meeting US Army Corps of Engineers Wednesday, May 20, 2020 Page 17 " P r e s e n t P r o j e c t O v e r v i e w " R e v i e w P r o p o s e d W e t l a n d I m p a c t s " D i s c u s s P e r m i t t i n g S t r a t e g y M e e t i n g P u r p o s e P a g e 1 8 Overall Project •Connect IL 59/US 30 to IL 126 Reduce traffic throughdowntown Plainfield 4 lane cross-secti on •Widen IL 59, IL 126, and Naperville Road •New1,000’ Bridge •Culvert Extensions West Norman Drain Culvert Extension New DuPage River Bridge IL 126 Underpass Culvert Extension Page 19 Overall Project (West Half) Page 20 Overall Project (East Half) Page 21 Schedule 2019 2020 2021 2022 2023 Phase I Study Update IDOT DESIGN APPROVAL November 2021 LettingPhase II Design and Land Acquisition Phase III Construction •Draft Phase I Report has been reviewed by IDOT •Final Phase I Report Pending IDOT consideration of associated reports (drainage, environmental, structural) Page 22 Construction •Pre-Stage Soil Erosion and Sediment Control Installation Tree Clearing Haul Road and Temp Access installation Construction Temporary Pavements Temporary Signalization of Intersections •Stage 1 Staged Construction of Intersections Fletcher Lake Fill Material Start Compensatory Storage Construction DuPage River •Gabions •Fill D’Arcy Pond Begin Bridge Geotechnical Improvements Construct Bridge Approach Embankments •Stage 2 Staged Construction of Intersections Construct Roadway on Fletcher Lake Fill Finish Compensatory Storage Construction Construct Bridge Substructure Continue Bridge Embankment •Stage 3 Install Traffic Signals and Lighting Convert Haul Road into Multi-Use Path Construct Bridge Superstructure and Approach Pav ement Construct DuPage River Trail Extension Final Landscaping and Restoration Page 23 Proposed Restoration •Infiltration Basins and Compensatory Storage IDOT Class 4B and 5B Minimal usage of fertilizers (TMDL –Total P) •Trees Existing forest condition Proposed Plantings •Feedback from Major Landowners •Fletcher Lake Habitat Aeration System relocation / replacement Shoreline Vegetation Substrate (Lake Bottom Material) •Existing sandy / silty gravel material based upon borings Pockets / Pools Fish Cribs Page 24 Wetlands (West Half) Jurisdiction per USACE JD dated 5/29/2020 USACE Jurisdiction Isolated (Local Jurisdiction) Exempt from Federal Regulation Page 25 Wetlands (East Half) Jurisdiction per USACE JD dated 5/29/2020 USACE Jurisdiction Isolated (Local Jurisdiction) Exempt from Federal Regulation Page 26 Proposed Impacts Page 27 Proposed Impacts Page 28 Proposed Impacts Sites Under USACE Jurisdiction (Subject to Federal Regulation) Site Common Name Permanent Impacts (acre) Site 1.A West Norman Drain Buffer 0.156 Site 1.B DuPage River Buffer 0.373 Site 1.C IL 59 Stream Buffer 0.003 Pond 1 D'Arcy Pond 0.263 Mining Pond 2 Bass & Gill Club Main Lake 0.000 Mining Pond 3 Deer Creek Recreation Club Lake 0.000 Wetland W1 West Norman Drain 0.083 Wetland W2 East Norman Drain 0.000 Wetland W3 DuPage River 0.106 Wetland A D'Arcy Pond Wetland 0.021 Wetland E Bass & Gill Club Main Lake 0.000 1.005 Acres Total Isolated Sites (Not Subject to Federal Regulation) Site Common Name Permanent Impacts (acre) Site 3 143rd (East) Depression 0.000 RP2 Speek Properties Hole 0.000 Mining Pond 1 Bass & Gill Club Fletcher Lake 2.736 Mining Pond 4 Pure Rod & Gun Club Lake Plainfield 0.000 Wetland B Fletcher Lake Wetland 0.000 Wetland C Fletcher Lake Wetland West 0.003 Wetland D Fletcher Lake Wetland East 0.000 2.739 Acres Total Exempt Sites (Not Subject to Federal Regulation) Site Common Name Permanent Impacts (acre) Site 2 CB&I Wetland 0.026 RP1 CubeSmart Detention Pond 0.225 RD1 143rd Street / US 30 Ditch 0.044 RD2 IL 59 / US 30 Ditch 0.000 Gully CB&I Outfall N/A 0.295 Acres Total Summary of Permanent Impacts of Sites Subject to Federal Regulation) 0.239 acres West Norman Drain Impact (Site 1.A, Wetland W1) 0.763 acres River Bridge Impact (Site 1.B, Pond 1, Wetland W2, Wetland W3, Wetland A) 0.003 acres IL 59 Bridge Impact (Site 1.C) 0.000 acres IL 126 Culvert Impact (Mining Pond 2, Wetland E) 1.005 acres Total Page 29 Section 404 Permitting •Ideally fit into RP 3/7 for each crossing. No HQARs Fills less than 1 ac per crossing Stream Stabilization only as needed for pier protection Bridge nearly 1,000’ long D’Arcy Pond fills SESC Measures Final Landscaping/BMPs Page 30 Next Steps Finalize Alignment and Begin Phase II Prepare and Submit Permit Documents Permit Review Execute Permits for Phase II Approvals Page 31 Thank you. Questions? Page 32 ChicagoRequests@usace.army.mil PREAPPLICATION MEETING REQUEST P ROJECT 143rd Street Extension, Village of Plainfield APPLICANT Scott R. Threewitt, P.E. | Lead Engineer Village of Plainfield | Department of Public Works 14400 Coil Plus Drive | Plainfield, Illinois 60544 Phone: 815-230-2037 | Email: sthreewitt@goplainfield.com PROJECT INFORMATION LOCATION The project is located in the Village of Plainfield, situated in northwestern Will County, southwest of the City of Chicago. The project corridor occupies parts of Sections 3, 4, 9 and 10 of Range 9E, Township 36N (Plainfield Township) at Latitude/Longitude 41.623292, -88.198571. See attached project location maps. PROJECT NARRATIVE Project Purpose: The purpose of this project is to reduce congestion on IL 126 through downtown Plainfield while improving mobility, connectivity and safety. Proposed Improvement: The proposed 143rd Street extension will include curb and gutter, raised median, storm sewer, culverts and a shared use path. In addition to the roadway, a new bridge to cross the DuPage River will be constructed. SURFACE WATER IMPACTS WETLANDS 0.6 acres of permanent and 1 acre of temporary impacts to wetlands. See attached map showing preliminary impact areas. STREAMS 0.26 acres of permanent and 0.10 acre of temporary impacts to streams (DuPage River and West Norman Drain). See attached map showing preliminary impact areas. Page 33 143rd Street ExtensionLocation Map - Will County, IL 0 2.5 5 Miles -+ Service Layer Credits: Sources: Esri, HERE, DeLorme, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), MapmyIndia, NGCC, © OpenStreetMap contributors, and the GIS User Community ^_ Project Location Page 34 Copyright:© 2013 National Geographic Society, i-cubed143rd Strret ExtensionUSGS Topographic Map -, 0 750 1,500375 Feet ESR Limit Page 35 143rd Street Extension Aerial Photograph -, 0 390 780195 Feet Legend Project Area N Division StreetNaperville RoadState Route 126£¤30 £¤30 Du P a g e R i v e r Lake PlainfieldService Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Page 36 AGENDA 143rd Street Extension (IL 59 to IL 126) Village of Plainfield USACE Preapplication Meeting November 15, 2018 @ 10:00 A.M. Plainfield Public Works Topic Meeting Notes: Background and Jurisdiction Project Purpose Original Alignment – 2014 Design Approval 2016 Phase II - ComEd 2009 Site Meeting – Huff & Huff and Ron Abrant (USACE) Existing Wetlands and Streams Project and Impacts Review Scope of Improvements 143rd Street over West Norman Drain 143rd Street over DuPage River Compensatory Storage Areas Permit Type and Mitigation Acres of Wetland Impacts Acres of Stream Impacts Temporary Impacts Permit Type Mitigation Required Schedule Construction Begins FFY 2022 Two-Year Construction Anticipated November 2021 Letting Permit by July 2021 for Final Plan Submittal Page 37 Page 38 Page 1 of 2 MEETING MINUTES Transmitted via email November 28, 2018 CMT No. 16242-02-00 Project: Village of Plainfield 143rd Street Extension CMT No.: 16242-02 USACE No.: LRC-2018-00901 Section No.: 06-00040-00-FP Project No.: M9003 (273) Location: Village of Plainfield Public Works Date: November 15, 2018 Time: 10:00 AM Subject: USACE Preapplication Meeting Attendees: Julie Rimbault, USACE Randy Jessen and Scott Threewitt, Village of Plainfield Charles Tice Cole, Heather Lacey and Eric Hansen, CMT Project Background The Village of Plainfield (Village) explained how the originally approved alignment through ComEd’s property is no longer feasible due to recent regulatory changes pertaining to electricity generation and transmission. Therefore, the Village is proposing to shift the alignment to the north to avoid the permanent parallel impacts to the ComEd corridor. CMT presented a strip map exhibit showing the originally approved alignment and the proposed alignment to the north. CMT also presented a summary table of environmental impacts comparing the originally approved alignment to the proposed alignment. Funding: The project has been awarded $20,328,000 in IL Competitive Freight funds for construction of the project. The grant funds will be available in the federal fiscal year 2022 (beginning October 1, 2021). Schedule: A November 2021 letting is scheduled in conjunction with the anticipated ICF funds. Construction would begin in 2022. Environmental Impacts NEPA Documentation: IDOT and FHWA have confirmed that the proposed project will proceed as a federally approved categorical exclusion. Environmental impacts will be documented in the amended Project Development Report (PDR). All coordination (Section 106, endangered species, etc.) will be updated through the IDOT process. Wetland delineations were previously conducted by Huff & Huff for the project area in 2016; delineations and qualitative assessments of the surface water features within the revised project area will be completed by CMT during the 2019 growing season. No High Quality Aquatic Resources (HQAR) were identified previously and none are anticipated within the revised alignment. Surface Water Impacts: CMT noted that the shift in the alignment has significantly reduced impacts to the West Norman Drain and adjacent wetlands. CMT originally anticipated individual 404/401 permits based on the magnitude of the impacts. The new alignment is expected to result in less than 1.0 acre of Page 39 Page 2 of 2 MEETING MINUTES Transmitted via email November 28, 2018 CMT No. 16242-02-00 permanent surface water impacts and is therefore expected to be eligible under the Chicago District Regional Permit Program. Jurisdictional Status: Julie indicated that the ponds and ditches within the study area should be evaluated against the criteria for federal jurisdiction that is currently in place in Illinois under the WOTUS rule. An approved jurisdictional determination (AJD) will be requested on these features so there is some certainly on the type of permits that will be required. CMT will provide documentation on the history of the construction of these surface water features to assist with the JD. In order for USACE to make a determination on the ditches, CMT will need to provide the flow regime of each ditch and indicate if they exhibit bed, banks, and ordinary high water mark features. Other Environmental Impacts: There will be Section 4(f) impacts. CMT stated that while the originally approved PDR had no 4(f) impacts, recently the Plainfield Park District (separate from Village) purchased a parcel of land adjacent to the river, with intent of eventually extending the river trail along the west side of the DuPage river (as described in the approved Plainfield Park District Comprehensive Plan). The proposed alignment will accommodate the future river trail (the bridge will span over it) and preserve a connection between the proposed 143rd Street Bridge over the river to the future river trail. We anticipate a de minimis 4(f) finding. The 4(f) documentation will be provided to USACE as requested by Julie. Mitigation: Julie provided the following clarification related to compensatory mitigation for this project: • USACE will require stormwater BMPs planted with native species, along with 3 years of monitoring. • The impacts proposed to the West Norman Drain (stabilization using bendway wiers) would not likely count towards the mitigatable impacts. • Out of kind mitigation can be utilized for this project (wetland credits can be purchased as compensatory stream mitigation). Next Steps The Village and CMT will request an approved JD on the pond features using LRC Form 10 and provide electronically directly to Julie. With the JD, CMT will provide detailed information on the history of the construction of the ponds along with characterization of the ditches, including flow regime and a determination if they exhibit bed, banks, and ordinary high water mark features. Page 40 Village of Plainfield143rd Street Extension ‐ IL 59 to IL 12606‐00040‐00‐FPAlignment Shift Evaluation Matrix9/11/2018Original Approved Alignment Proposed Alignment - NorthComEd CorridorNo Permanent Land Acquisition from ComEd (1)# Impact Item Method Of MeasurementImpacts Tabulated Based Upon Further Phase II Refinement of Design, May Differ from Approved Phase I ReportImpacts Tabulated Based upon a mix of Phase II survey and existing Will County LIDAR based upon new project limits. Tabulation Reflects a profile and an updated preliminary 3D model for project footprint.Comments1 Property ImpactsAcres of ROW & Easements Permanent / Temp22.15 (6.14 T)22.55 (6.74 T)2Isolated Wetland Permanent ImpactsAcres of Wetlands (2)0.030.03Located at proposed Compensatory Storage C behind Chicago Bridge and Iron Property3USACE Jurisdictional Wetland ImpactsAcres of Wetlands (2)1.57 (2.71 T)0.60 (1.07 T)Alignment shift to North moves improvements out of the West Norman Drain Area, between IL 59 and the DuPage River4USACE Jurisdictional Stream ImpactsAcres of Stream Impacts (2)0.84 (0.10 T)0.26 (0.10 T)Alignment shift to North moves improvements out of the West Norman Drain Area, between IL 59 and the DuPage River5Total WOUS Impacts (Sum of 3 and 4 above)Acres of Wetlands (2)2.410.86The project will result in permanent impacts 0.86 acres of waters of the US (0.26 acres of stream and 0.60 acres of federally jurisdictional wetlands). Up to 1.0 acres of impact is permitted under the Chicago District Regional Permit (RP) 3 for Transportation Projects. The project is expected to meet all of the terms and conditions of the RP3 and the conditions of the IEPA 401 water quality certification granted to the RP.6 Pond ImpactsAcres of Ponds (3) 0 1.35Alignment shift to North impacts a private pond, just east of DuPage River; the Bass & Gill Club pond, between Naperville Road and IL 126; and the detention pond behind the storage facility.7 Floodplain ImpactsAcres of Impacts to Floodplain (4)13.7811.93Floodplain Impacts decrease at the West Norman Drain, between IL 59 and the DuPage River. Floodplain impacts increase at the Bass & Gill Club, between Naperville Road and IL 126. A net decrease in overall floodplain impacts8Park ImpactsSection 4(f)Acres of Publicly Owned Recreation Areas Impacted (5)1.23 1.23This property is fully impacted by both the original and proposed alignment. Niether the original or proposed alignment will adversely affect the river path function for which the property was acquired.9 Residential DisplacementsNumber of Residences with Displacement01Alignment shift to North moves improvements out of open (future transmission) ComEd corridor towards existing residential land use. Residence at Northeast Quadrant of 143rd at Naperville Road10 Business DisplacementsNumber of Businesses with Displacement01Alignment shift to North moves improvements out of open (future transmission) ComEd corridor towards existing commercial land use. Impacts storage facility at northeast quadrant of 143rd Street at IL 5911 Major Utility ImpactsQualitative For CorridorImpacts Planned Overhead Transmission Lines-Alignment shift to North moves improvements out of open (future transmission) ComEd corridor12Long Term Maintenance LiabilitiesLength of Corridor (miles) / # of Major Structures1.33 / 11.34 / 2Both Original and Proposed Alignment include a major bridge structure over the DuPage River. The Proposed Alignment includes an 1800 foot long retaining wall at the Bass & Gill Club to minimize impacts.Notes(1)(2)(3)(4)(5)Plainfield Park District (separate entity from Village of Plainfield) purchased a property after Phase I completion. It is between the storage facility and the west bank of the DuPage River.Updated Wetland and Stream Delineations Completed in 2016 by Huff & Huff. Delineated areas generally cover the original and proposed aligments.Determined to not be Wetlands or WOUS per Huff & Huff wetland delination in 2016Based upon a detailed model of the actual existing contours, not FEMA mapping, for all areas except Bass & Gill Club. No Hydraulic Information at Bass & Gill Club, relied upon FEMA mappingNo Permanent Land Acquisition Parallel to Corridor Alignment, Existing roadway crossing of Plainfield/Naperville Road will require intersection corner clips, IDOT has existing permanent easements on ComEd property on both sides of IL 59 at 143rd and they may elect to change them to fee simple ROWPage 41 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 56 8 569 570+00 571 572 573 574 575+00 576 500+00 501 502 503 504 505+00 506 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 WILL06-00040-00-FP0350 U. MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Screen_Transmission_Strip.pltcfgPlainfield_Alignment_Strip_Map.tbl==USER NAME DIRECTORYpw:\\cmtengr-pw.bentley.com:cmt-projects\Documents\Projects\Plainfield\16242-02\Draw\!Other\Exhibits\..SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE =300.0000 ' / in. PLOT DATE =11/14/2018 - 1:28:27 PM DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 160 3T6N9E R3 10 3T6N 9E R43 9 10 3T6N 9 E R32 10 11 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 570+00 57 1 572 573 574 575+00 576 SHOWROOM BRICK PAVERWEST NO R MA N D R AI NRAVAGO RECYCLERS INC VINTAGE TECH SUBSTATION COMED TURING FAC- MANU- NNM BRIDGE & IRON CHICAGOILLINOIS ROUTE 59POND PRIVATE UNIT 1 VILLAGE MILLRACE ACRES JUDS CEMETERY ST MARYS MELODY LANE UNIT 2 VILLAGE MILLRACE ACRES JUDS GOLDEN LANECOPPER DRIVE CLUB AND GUN PURE ROD 143RD STREETUS ROUTE 30ROUTE 59ILLINOISWES T NORMAN DRAI ND U P A G E RIVE R TR AIL COMED TRANSMISSION CORRIDOR DRAINEAST NORMANDU P AG E R IV E R DUPAGE RIVEREX FARM FIELD EX FARM FIELD FIELD FARM EX WEST NORMAN DRAIN NAPERVILLE ROADEX QUARRY POND EX QUARRY POND EX QUARRY POND EX QUARRY POND ROD AND GUN CLUB THE NEW LILY CACHE FORMERLY KNOWN AS DEER CREEK RECREATION CLUB, INC. PENNLAND SUBDIVISION SPEEK PROPERTIES EX PARKING LOT MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Screen_Transmission_Strip.pltcfgPlainfield_Alignment_Strip_Map.tbl==USER NAME DIRECTORYpw:\\cmtengr-pw.bentley.com:cmt-projects\Documents\Projects\Plainfield\16242-02\Draw\!Other\Exhibits\..300.0000 ' / in.Mike Wittkop11/14/2018 - 1:28:27 PM Concept-North03_Wetland_Exhibit.dgn Default 11"=150'1 CMC MJW CMC EX PARKING LOT STRIKE LAKE BASS & GILL CLUB FLETCHER LAKE BASS & GILL CLUB MAIN LAKE BASS & GILL CLUB US ROUTE 30 / 143RD STREET COMED TRANSMISSION CORRIDOR COMED TRANSMISSION CORRIDOR CO MED TRA NS MISSIO N COR RID O R 10/26/2018 LEGEND 0 150 300 450 SCALE IN FEET 0 150 300 450 SCALE IN FEET MATCHLINEMATCHLINECO MED TRA NS MISSIO N COR RID O RCLUB AND GUN PURE ROD COMED TRANSMISSION CORRIDORCOMED TRANSMISSION CORRIDOR D U P A G E RIVE R TR AILPR COMPENSATORY STORAGE STORAGE PR COMPENSATORY PR INFILTRATION BASIN PR INFILTRATION BASIN PR COMPENSATORY STORAGE CORRIDORCOMED TRANSMISSION ACCESS DRIVE EX VULCAN PLAINFIELD QUARRY / OZINGA VILLAGE OF PLAINFIELD - 143RD STREET WETLAND IMPACTS ADJUSTED ALIGNMENT ORIGINAL ALIGNMENT STREAM IMPACTS ISOLATED WETLAND IMPACTS USACE PERMANENT WETLAND IMPACTS USACE TEMPORARY WETLAND IMPACTS STREAM WETLANDS SELF STORAGE U-STORE-IT, L.P. CUBE SMART ADJUSTED ALIGNMENT ORIGINAL ALIGNMENT DUPAGE RIVER BRIDGE PR CULVERT EXTENSION EXTENSION PR CULVERT ILLINOIS ROUTE 126 (MAIN STREET) / HISTORIC ROUTE US 66 � Copyright CMT, Inc.License No. 184-000613 Page 42 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 56 8 569 570+00 571 572 573 574 575+00 576 500+00 501 502 503 504 505+00 506 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 WILL06-00040-00-FP0350 U. MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Screen_Transmission_Strip.pltcfgPlainfield_Alignment_Strip_Map.tbl==USER NAME DIRECTORYpw:\\cmtengr-pw.bentley.com:cmt-projects\Documents\Projects\Plainfield\16242-02\Draw\!Other\Exhibits\..SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE =300.0000 ' / in. PLOT DATE =11/14/2018 - 1:52:42 PM DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - - 160 3T6N9E R3 10 3T6N 9E R43 9 10 3T6N 9 E R32 10 11 507 508 509 510+00 511 512 513 514 515+00 516 517 518 519 520+00 521 522 523 524 525+00 526 527 528 529 530+00 531 532 533 534 535+00 536 537 538 539 540+00 541 542 543 544 545+00 546 547 548 549 550+00 551 552 553 554 555+00 556 557 558 559 560+00 561 562 563 564 565+00 566 567 568 569 570+00 57 1 572 573 574 575+00 576 SHOWROOM BRICK PAVERWEST NO R MA N D R AI NRAVAGO RECYCLERS INC VINTAGE TECH SUBSTATION COMED TURING FAC- MANU- NNM BRIDGE & IRON CHICAGOILLINOIS ROUTE 59POND PRIVATE UNIT 1 VILLAGE MILLRACE ACRES JUDS CEMETERY ST MARYS MELODY LANE UNIT 2 VILLAGE MILLRACE ACRES JUDS GOLDEN LANECOPPER DRIVE CLUB AND GUN PURE ROD 143RD STREETUS ROUTE 30ROUTE 59ILLINOISWES T NORMAN DRAI ND U P A G E RIVE R TR AIL COMED TRANSMISSION CORRIDOR DRAINEAST NORMANDU P AG E R IV E R DUPAGE RIVEREX FARM FIELD EX FARM FIELD FIELD FARM EX WEST NORMAN DRAIN NAPERVILLE ROADEX QUARRY POND EX QUARRY POND EX QUARRY POND EX QUARRY POND ROD AND GUN CLUB THE NEW LILY CACHE FORMERLY KNOWN AS DEER CREEK RECREATION CLUB, INC. PENNLAND SUBDIVISION SPEEK PROPERTIES EX PARKING LOT MODEL NAME == = FILE NAME =PLOT DRIVERPEN TABLEPDF_Screen_Transmission_Strip.pltcfgPlainfield_Alignment_Strip_Map.tbl==USER NAME DIRECTORYpw:\\cmtengr-pw.bentley.com:cmt-projects\Documents\Projects\Plainfield\16242-02\Draw\!Other\Exhibits\..300.0000 ' / in.Mike Wittkop11/14/2018 - 1:52:42 PM Concept-North03_Roadway_Exhibit.dgn Default 11"=150'1 CMC MJW CMC EX PARKING LOT STRIKE LAKE BASS & GILL CLUB FLETCHER LAKE BASS & GILL CLUB MAIN LAKE BASS & GILL CLUB US ROUTE 30 / 143RD STREET COMED TRANSMISSION CORRIDOR COMED TRANSMISSION CORRIDOR CO MED TRA NS MISSIO N COR RID O R 10/26/2018 LEGEND 0 150 300 450 SCALE IN FEET 0 150 300 450 SCALE IN FEET MATCHLINEMATCHLINECO MED TRA NS MISSIO N COR RID O RCLUB AND GUN PURE ROD COMED TRANSMISSION CORRIDORCOMED TRANSMISSION CORRIDOR D U P A G E RIVE R TR AILPR COMPENSATORY STORAGE STORAGE PR COMPENSATORY PR INFILTRATION BASIN PR INFILTRATION BASIN PR COMPENSATORY STORAGE CORRIDORCOMED TRANSMISSION ACCESS DRIVE EX VULCAN PLAINFIELD QUARRY / OZINGA VILLAGE OF PLAINFIELD - 143RD STREET SELF STORAGE U-STORE-IT, L.P. CUBE SMART ADJUSTED ALIGNMENT ORIGINAL ALIGNMENT DUPAGE RIVER BRIDGE PR CULVERT EXTENSION EXTENSION PR CULVERT ILLINOIS ROUTE 126 (MAIN STREET) / HISTORIC ROUTE US 66 IMPROVEMENTS OR INFILTRATION BASIN POND, COMP. STORAGE, EARTHWORK/PARKWAY CHANNELS/STREAMS BRIDGE IMPROVEMENTS ROADWAY IMPROVEMENTS FROM COMED EASEMENT / R.O.W. COMED R.O.W. TRANSMISSION AERIAL ELECTRIC ALIGNMENT EXISTING PROPOSED � Copyright CMT, Inc.License No. 184-000613 Page 43 February 22, 2019 Ms. Julie Rimbault U.S. Army Corps of Engineers – Chicago District 231 S. LaSalle Street Suite 1500 Chicago, IL 60604 Re: USACE Approved Jurisdictional Determination Request (LRC-2018-00901) Village of Plainfield 143rd Street Extension 143rd Street from IL Route 59 to IL Route 126 Will County, Illinois Dear Ms. Rimbault, On behalf of the Village of Plainfield, Crawford, Murphy & Tilly, Inc. (CMT) has completed an LRC Form 10 Request for a Jurisdictional Determination (attached) for the proposed 143rd Street Extension in Plainfield, Will County, Illinois. At this time, we are requesting an Approved Jurisdictional Determination (AJD) for only the following surface water features within the project area: •Pond 1 •Mining Ponds 1-4 •Ditches Project Background The 143rd Street Extension project is a proposed four-lane DuPage River Bridge crossing and four-lane arterial roadway corridor with a median, approximately 1.25 mile in length, to alleviate traffic congestion in the downtown central business district of Plainfield. The originally approved alignment through ComEd’s property is no longer feasible due to recent regulatory changes pertaining to electricity generation and transmission. Therefore, the Village of Plainfield has proposed to shift the project alignment to the north to avoid the permanent parallel impacts to the ComEd corridor. On November 15, 2018, a pre-application meeting with the Village, the U.S. Army Corps of Engineers (USACE) and CMT personnel was held to discuss the project changes and next steps in regard to Waters of the United States (WOTUS) impacts. To confirm the likely permitting scenario, an approved jurisdictional determination (AJD) for roadside ditches and ponds was requested by the USACE. Additional data on the ditch flow regime and feature characterization and the construction history of the surface water features is provided below to assist with the AJD. Surface Water Resources WOTUS delineations and assessments were completed by Huff & Huff, Inc. (H&H) in 2016. Relevant report pages and mapping are attached. On December 28, 2018, CMT biologists completed an on-site evaluation of H&H’s identified ditches at the intersection of 143rd Street and SR 59 to characterize current ditch features and flow regimes. Resource mapping and photographs are attached. Page 44 Roadside Ditches H&H’s 2016 Wetlands and WOUS Report identified two roadside ditches (RD1 and RD2) described as constructed stormwater conveyance features. Both were located within the roadway right-of-way at the southwest corner of the 143rd Street and SR 59 intersection. The H&H 2016 report states that all of the identified constructed stormwater features met all three wetland criteria. However, because the stormwater features were constructed for stormwater storage and conveyance, they were not considered as wetlands. CMT’s December 2018 investigation confirmed the presence of RD1 and RD2. RD1 originated and was entirely contained within the roadway right-of-way and the historic aerial photographs do not indicate a previous stream in this location, so there is no indications that this feature is a captured stream. RD1 was vegetated with approximately one (1) inch of standing water. The ditch had an average width of eight (8) feet, and no ordinary high-water mark (OHWM) was observed. RD1 appears to have an ephemeral flow regime exhibiting water flow following precipitation or snow melt. A cattail stand was observed within the center of the ditch and did not extend beyond the confines of the ditch. RD1 drains west through a culvert and empties into a swale lined with rip-rap to West Norman Drain. RD2 originated and was entirely contained within the roadway right-of-way and the historic aerial photographs do not indicate a previous stream in this location, so there is no indications that this feature is a captured stream. RD2 was vegetated with cattails and had approximately four (4) inches of standing water. The ditch had an average width of 11 feet with an intermittent OHWM. RD2 appears to have an intermittent flow regime exhibiting water flow for an extended period of time seasonally. RD2 abuts and drains into wetland Site 1 flows south within the boundaries of the wetland, and drains to West Norman Drain. CMT’s investigation confirmed the presence of H&H’s Site 1 delineated wetland along the south side of 143rd Street west of West Norman Drain. A ditch located entirely within the boundaries of this wetland was observed to originate within the roadway right-of-way from a culvert of which the origin is unknown. This ditch was encompassed within the delineated boundaries of wetland Site 1. No ditches were observed along the north side of 143rd Street. Ponds The H&H 2016 report identified a pond (Pond 1) adjacent east of the DuPage River, north of the ComEd right-of-way, and four mining ponds (Mining Ponds 1-4). According to H&H’s historic review of aerial photographs from the area for the years 1939, 1946, 1952 and 1961, Pond 1 appears to have been excavated between 1974 and 1988 (the referenced historic aerials were not included in the H&H 2016 report). The four mining ponds were described as former gravel pits excavated between 1952 and 1961. CMT reviewed the historical aerial photographs, confirming H&H’s conclusions on the construction dates of the pond features. The 1939 aerial photograph (attached) does not show any features that may be identified as Pond 1 or the mining ponds. Therefore, it can be concluded that these ponds were constructed in uplands and are not associated with previously undisturbed natural water features. Further, the ponds do not appear to have been constructed as stormwater conveyances, as there is no apparent outlet from the ponds to any other surface water. Page 45 The AJD LRC Form 10 and attachments follow. We look forward to your review of this AJD. Please contact Tice Cole at 630.907.7059 or via email at ccole@cmtengr.com or Heather Lacey at or via email at hlacey@cmtengr.com if you have any questions or concerns. Sincerely, Crawford, Murphy & Tilly, Inc. Charles “Tice” Cole, P.E. Heather D. Lacey, PMP Project Manager Environmental Scientist Page 46 For purposes of the PDR, Huff & Huff wetland report pages have been removed as an attachment and can be found under separate cover. Page 47 Page 48 LRC Form 10, Supplemental Pages 143rd Street from IL Route 59 to IL Route 126 (1.3 miles) Village of Plainfield, IL Section I Property Address Size of Property (acres) Tax PIN (Will Co.) Existing ROW, along W 143rd Street and SR 59 (RD1 and RD2) N/A N/A Utility, W 143rd Street (RD2) 8.8 0603092000260000 V, S Naperville Road (Pond 1) [owner’s address: 14218 S Naperville Road] 7.9 0603033010010000 V, W Main Street (Bass and Gill Club ‐ Mining Pond 1) 323.1 0603021000120000 23011 W Main Street (Bass and Gill Club ‐ Mining Pond 2) 66.6 0603023000140000 23111 W 143rd Street (Deer Creek Recreation Club ‐ Mining Pond 3) 559 0603111000060000 23239 W Main Street (Pure Rod and Gun Club – Mining Pond 4) 21.6 0603102050090000 Section IV Please reference cover letter report for additional data/information that may assist with determination. Page 49 143rd Street ExtensionLocation Map - Will County, IL 0 2.5 5 Miles Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, © OpenStreetMap contributors, and the GIS User Community Project Location Page 50 Copyright:© 2013 National Geographic Society, i-cubed143rd Strret ExtensionUSGS Topographic Map 0 750 1,500375 Feet ESR Limit Page 51 West Norman Drain143rd St State Route 5930 TextTextH&H Site 1 Wetland H&H RD1 H&H RD2 143rd Street ExtensionWATER RESOURCES MAP 0 100 20050 Feet Legend ESR Limits CMT Swale H&H Wetland H&H Roadside Ditch Culvert Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Page 52 N Division StreetNaperville RoadState Route 12630 30 Du P a g e R i v e r 143rd Street ExtensionHISTORIC AERIAL (7-12-1939 BXK 3-70) 0 500 1,000250 Feet Legend ESR Limits Page 53 West Norman Drain143rd St State Route 5930 TextTextH&H Site 1 Wetland H&H RD1 H&H RD2 1 2 3 4 5 6 7&8 9 10 11&12 13&14 15 16 17 18 19 20&21 143rd Street ExtensionPHOTO LOCATION MAP 0 100 20050 Feet Legend Photo Location & Direction ESR Limits CMT Swale H&H Wetland H&H Roadside Ditch Culvert Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Page 54 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 1 1. Culvert outlet of Huff & Huff RD1 and vegetated swale, vieweast 2. Huff & Huff RD1 culvert inlet, view westPage 55 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 2 3. Huff & Huff RD1, view east4. Huff & Huff RD1, view westPage 56 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 3 5. Huff & Huff RD1, view west6. Huff & Huff RD2, view northPage 57 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 4 7. Huff & Huff RD2, view south8. Huff & Huff RD2, view of substratePage 58 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 5 9. Huff & Huff RD2, view north10. South boundary of Huff & Huff RD2, view south to Huff &Huff Site 1 wetland/associated vegetated swale Page 59 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 6 11. Huff & Huff Site 1 wetland/associated vegetated swale, viewnorth 12. Huff & Huff Site 1 wetland/associated vegetated swale, viewof swale vegetation Page 60 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 7 13. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view south to confluence with WestNorman Drain 14. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view south at confluence with WestNorman Drain Page 61 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 8 15. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view west of headwater origination atculvert outlet 16. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view east of headwater origination atculvert outlet Page 62 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 9 17. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch at OHWM interruption, view east18. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view east Page 63 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 10 19. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view west 20. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view east to confluence with WestNorman Drain Page 64 Village of Plainfield 143rd Street Extension – Plainfield, Will County, IL Photographic Log 11 21. Huff & Huff Site 1 wetland/associated potentiallyjurisdictional ditch, view of substrate Page 65 Phone Discussion Log CMT No. 18024201.00 Project: Plainfield 143rd Street Extension Phase I Addendum CMT No.: 18024201.00, USACE# LRC-2018-00901 Section No.: 06-00040-00-FP Project No.: M9003 (273) CMT Staff: Heather Lacey Date: 3/15/2019 A follow up discussion was held with Mike Machalek at USACE regarding the jurisdictional status of the mining ponds and ditches. We discussed how the federal register indicates that many features are exempt, even if located within a floodplain. However, for implementation, the regulatory staff were trained that if a “flood of biblical proportions” would connect the resource with a downstream navigable water, it was under federal jurisdiction under the 2015 rule. So, in this case, the Darby private pond and the Bass & Gill Club ponds would all be jurisdictional, and the project would require an individual permit. He indicated he plans to have the jurisdictional determinations (JD) ready to go when the rule is expected to be finalized in September. Based on the implications of obtaining a JD now, I asked him to hold on issuing until the 2019 rules are in place. Page 66 1 Alexandra Zelles From:Tice 'Charles' Cole Sent:Wednesday, September 4, 2019 3:38 PM To:Heather Lacey; Alexandra Zelles Cc:Mike Wittkop Subject:RE: LRC-2018-901 (143rd Street Extension in Plainfield) and Status of WOTUS Rule I also think we are over the threshold if Fletcher lake is jurisdictional. If it takes about a year to get an individual permit, then we would want our permit application submitted by June 2020 or earlier. Final PS&E is due in July of 2021 for a November 2021 letting and we want the permit included in that submittal. We anticipate submitting the Final PDR in December and we can do that in conjunction with receiving the JD determination status for that section of the PDR. Regardless of the permit type, I think the first half of 2020 is going to be spent in Phase II getting ready for a permit submittal (construction staging, geometrics, drainage, grading, erosion control, landscaping) and land acquisition (plats and legals, appraisals). Other Phase II items won't be as critical (Structural, marking/signing, traffic signals, atbs, mot, electrical, utilities). Charles “Tice” Cole | Crawford, Murphy & Tilly | w 630.907.7059 Project Engineer ‐‐‐‐‐Original Message‐‐‐‐‐ From: Heather Lacey <hlacey@cmtengr.com> Sent: Monday, August 19, 2019 11:19 AM To: Tice 'Charles' Cole <ccole@cmtengr.com>; Alexandra Zelles <azelles@cmtengr.com> Subject: FW: LRC‐2018‐901 (143rd Street Extension in Plainfield) and Status of WOTUS Rule So, it appears we don't have any resolution until at least December. If something doesn't go how we think it will go, and they still determine the ponds are jurisdictional, what will our impact acreage be again? I think we were over the threshold. Since an individual permit would take about a year, I think we need to evaluate when our drop dead date will be for potentially proceeding under the old rule. HEATHER LACEY, PMP | Project Manager Crawford, Murphy & Tilly | Engineers & Consultants ‐‐‐‐‐Original Message‐‐‐‐‐ From: Machalek, Michael J CIV USARMY CELRC (US) <Mike.J.Machalek@usace.army.mil> Sent: Monday, August 19, 2019 11:47 AM To: Heather Lacey <hlacey@cmtengr.com> Subject: RE: LRC‐2018‐901 (143rd Street Extension in Plainfield) and Status of WOTUS Rule Yes, likely December, as they are anticipating lawsuits, and a December release would be when we can't accept wetland delineations, so they are likely doing a later release to avoid problems. ‐‐‐‐‐Original Message‐‐‐‐‐ From: Heather Lacey [mailto:hlacey@cmtengr.com] Sent: Friday, August 16, 2019 12:51 PM To: Machalek, Michael J CIV USARMY CELRC (US) <Mike.J.Machalek@usace.army.mil> Cc: Alexandra Zelles <azelles@cmtengr.com>; Tice 'Charles' Cole <ccole@cmtengr.com> Subject: [Non‐DoD Source] LRC‐2018‐901 (143rd Street Extension in Plainfield) and Status of WOTUS Rule Page 67 2 Hi Mike, We spoke on the phone earlier this year regarding the jurisdictional determination we requested for the ponds and ditches for the referenced project. We determined that we wanted to wait until the anticipated date of the 2019 rule implementation, so we weren't subject to the 2015 rules. I have in my notes that you anticipated this to be in place by September 2019. However, I saw a recent update that the rule may not be in place until December. Do you have any insights on the timing? We are just trying to manage this is light of the project schedule. Thank you. HEATHER LACEY | Project Manager <Blockedhttp://www.cmtengr.com/it_public_resources/images/email/cmt_logo_sm.png> Crawford, Murphy & Tilly | Engineers & Consultants 550 North Commons Drive, Suite 116 | Aurora, IL 60504 630.907.7062 |m 937.307.0744 | f 630.820.0350 | hlacey@cmtengr.com <Blockedhttps://www.linkedin.com/company/crawford‐murphy‐&‐tilly‐inc> <Blockedhttps://www.facebook.com/cmtengineers> <Blockedhttps://twitter.com/cmtengineering> Centered in Value Page 68 APPENDIX 17 PESA BDE 2735 (Rev. 12/05/19) PESA Response / PSI Work Order Page 1 of 4Completed 03/08/21 Requesting Agency Local IDOT Job Number P-91-200-08 Form Preparer - Title, Organization, Phone Mike Wittkop, PE, Senior Engineer, CMT (630) 907-7056 Others Involved (Names, Title, Organization, Phone) Charles 'Tice' Cole, PE, Project Engineer, CMT (630) 907-7059 Additional Information All addresses referenced below are Village of Plainfield Contract Number Section Number 06-00040-00-FP BDE Sequence Number 13370D ISGS PESA Number 1809A Anticipated Letting Date 11/05/21 PS&E Date 07/26/21 Submittal to BDE Date 12/18/19 District 1 County Will Municipality Village of Plainfield Route FAU 0350 Marked 143rd Street Street 143rd Street Project Location To/From Illinois Route 59 to Illinois Route 126 Work Description Extension of 143rd Street (new route) fro IL 59 to IL 126 including a bridge over the DuPage River Letting Agency DOH Property Identification BDE USE ONLY FOR RMP PROJECTS RECs Regulatory Issues ROW Acquisition or Easement Proposed Construction Estimated Parcel Name, as identified in the PESA, (include street address when available) Site ID PESA# BDE Classification BDE Notes (Yes/ No)If Yes, describe RECs Possible UST(s) Regulatory Program ROW Partial Take ROW Full Take Temporary Easement Permanent Easement Construction Activity on or adjoining (list all) Stationing (From / To) (include off-sets) Max Depth of Excavation (feet) Volume of Soil Excavation (CY) Notes - Ravago (24210 W. 143rd Street) 1809A-1 Yes Former AST; evidence of former chemical use; drum; transformers; potential ACM and lead paint Yes Other Yes No No Yes + - Adjacent roadway reconstruction, widening and box culvert extension 506+05, 23' Lt to 511+21, 94' Lt 0 0.0 RCRA, BOL, - NNM Peterson Manufacturing (24133 W. 143rd Street) 1809A-2 Yes Former UST; evidence of chemical use; drum; air releases; transformers; potential ACM and lead paint Yes Other No No No No + - No work on or adjacent to site UST, RCRA, BOL - Vacant Land (24100 block of W. 143rd Street) 1809A-3 No No Yes No No Yes + - Adjacent roadway reconstruction and widening 506+05, 22' Rt to 515+52, 103' Rt 0 0.0 + - Compensatory Storage Grading 509+90, 330' Rt to 514+95, 261' Rt 6.5 3,000.0 - Norman Drain (24100 block of W. 143rd Street) 1809A-4 Yes Presence on the BOL and SRP lists Yes Other Yes No Yes Yes + - Roadway reconstruction and box culvert widening 510+64, 86' Rt to 511+18, 108' Rt and 510+64, 110' Lt to 511+18, 159' Lt 5 600.0 BOL, SRP - Commercial Building (24100 W. 143rd Street and 14110 S. IL 59) 1809A-5 Yes Former USTs with a documented release; potential UST(s); former AST; former monitoring wells, potential monitoring wells; evidence of former chemical use; potential drums; air releases; impacted soil and groundwater; PNAs and metals; mounding; likely natural gas pipeline; transformer; potential ACM and lead paint Yes Other Yes No Yes Yes + - Roadway reconstruction and widening 510+73, 159' Lt to 512+05, 70' Lt 4 25.0 + - Roadway widening 3401+86, 82' Lt to 3402+19, 82' Lt 1 25.0 IL 59 through lanes to remain - not part of improvements RCRA, BOL, SRP, UST, SRP - Green T Landscape Supply (14110 S IL 59) 1809A-6 Yes Presence on the SRP list; former UST with a documented release; potential UST; former AST;evidence of former chemical use; PNAs and metals; mounding; natural gas pipeline; transformers; potential ACM and lead paint Yes Other Yes No Yes No + - Roadway Widening 512+05, 70' Lt to 515+93, 104' Lt RCRA, BOL, SRP, UST BDE 2735 (Rev. 12/05/19)Page 2 of 4Completed 03/08/21 Parcel Name, as identified in the PESA, (include street address when available) Site ID PESA# BDE Classification BDE Notes (Yes/ No)If Yes, describe RECs Possible UST(s) Regulatory Program ROW Partial Take ROW Full Take Temporary Easement Permanent Easement Construction Activity on or adjoining (list all) Stationing (From / To) (include off-sets) Max Depth of Excavation (feet) Volume of Soil Excavation (CY) Notes - Crosswinds Church (14360 S. IL 59) 1809A-7 No No No No No No + - Adjacent Compensatory storage grading 509+90, 330' Rt to 514+95, 261' Rt 6.5 3,000.0 adjacent work area over 170 feet from site on opposite side of the West Norman Drain - ROW (14200-14300 blocks of S IL 59 - intersection of Division St and 143rd St) 1809A-8 Yes Potential spill No No No No No + - Intersection widening & addition of new east leg 515+15 to 516+73 12' Lt to 122' Rt 2 400.0 IL 59 through lanes to remain - not part of improvements - Chicago Bridge & Iron (14105-14111 S. IL 59) 1809A-9 Yes ASTs; former ASTs; evidence of chemical use; drums; former drums; spill; natural gas pipeline; transformer; potential ACM and lead paint Yes Other No No No Yes + - Compensatory storage grading 523+65 to 527+38 135' to 460' Lt 17 20,000.0 SEMS, RCRA, BOL, IEMA non-LUST, ERNS - Vacant Land (14100-14300 blocks of S IL 59) 1809A-10 No No No No Yes Yes + - Adjacent new roadway 517+05 to 527+38 135' to 460' Lt 2 4,000.0 + - Compensatory storage grading 523+65 to 527+38 135' to 460' Lt 17 20,000.0 - CubSmart (14203 S. IL 59) 1809A-11 No No Yes No Yes No + - New Roadway 517+05 to 527+60 135' Lt to 80' Rt 6 8,500.0 + - Adjacent compensatory storage grading 523+65 to 527+38 135' to 460' Lt 17 20,000.0 - Vacant Land (14200-14300 blocks of S. IL 59) 1809A-12 No No Yes Yes No Yes + - New Roadway 517+05 to 527+60 135' Lt to 80' Rt 2 4,000.0 + - Adjacent compensatory storage grading 523+65 to 527+38 135' to 460' Lt 17 20,000.0 + - New Bridge 526+00 to 527+38 47' Lt to 37' Rt 8 20.0 - Vacant Lot (14300 block of S. IL 59) 1809A-13 No No No No No No + - No work on or adjoining - Creek (14100-14200 blocks of S. Naperville Road) 1809A-14 No No No No No No + - Adjacent compensatory storage grading 523+65 to 527+38 135' to 460' Lt 17 20,000.0 - Vacant land (14100-14200 blocks of S. Naperville Road) 1809A-15 No No No No No No + - No work on or adjoining - DuPage River (14100-14300 blocks of S. Naperville Road) 1809A-16 Yes No Yes No Yes Yes + - New Bridge 527+38 to 529+40 47' Lt to 37' Rt 25 70.0 + - Adjacent compensatory storage grading 523+65 to 527+38 135' to 460' Lt 17 20,000.0 + - Stream bank stabilization 527+40 to 529+78 103' Lt to 110' Rt 6 2,500.0 - Residences (14119-14218 S. Naperville Road) 1809A-17 No No Yes Yes Yes No + - New Bridge 529+40 to 535+70 47" Lt to 37' Rt 37.5 250.0 + - New Roadway 535+70 to 544+85 155' Lt to 50' Rt 3 4,000.0 BDE 2735 (Rev. 12/05/19)Page 3 of 4Completed 03/08/21 - Utility Corridor (14200-14300 blocks of S. Naperville Road) 1809A-18 No No Yes No Yes No + - Adjacent New Bridge 529+35 to 535+70 47' Lt to 37' Rt 37.5 220.0 + - Adjacent New Roadway 535+70 to 568+60 155' Lt to 50' Rt 5.5 18,000.0 + - New multi-use path 540+10 to 567+85 58' Rt to 68' Rt 1 700.0 + - Adjacent Compensatory Storage Graging 544+75 to 548+75 60' Lt to 370' Lt 20 3,000.0 + - Adjacent Compensatory Storage Graging 365+75 to 570+50 60' Lt to 470' Lt 24 5,000.0 - Residences (14302-14325 S. Naperville Road) 1809A-19 No No No No Yes No + - Roadway reconstruction and widening 712+46 to 718+00 43' Lt to 33' Rt 4.5 800.0 Naperville Road - St. Mary Immaculate Cemetery 1809A-20 No No No No No No + - Adjacent roadway reconstruction and widening 712+46 to 718+00 43' Lt to 33' Rt 4.5 800.0 Naperville Road - Residences (23302-23532 W. Copper Drive) 1809A-21 No No No No Yes No + - Adjacent New Multi- use Path 542+85 to 568+60 58' Rt to 68' Rt 1 700.0 143rd Street North lot line 157' south of southern limit of travel way + - Adjacent roadway reconstruction and widening 25+63 to 33+55 -55' Lt to 50' Rt 3 2,900.0 IL Route 126 - Vacant Lot (23300-23400 blocks of W Main Street) 1809A-22 No No No No No No + - No work on or adjoining - Commercial building (23332 W. Main Street) 1809A-23 Yes Potential former chemical use; drums; former drums; potential ACM and lead paint No No No No No + - Adjacent roadway reconstruction and widening 25+63 to 33+55 -50' Lt to 50' Rt 2 100.0 - Residence (23234 W. Main Street) 1809A-24 Yes Spill; transformer; potential ACM and lead paint Yes Other No No Yes No + - Adjacent roadway reconstruction and widening 25+63 to 33+55 -60' Lt to 50' Rt 3 1,800.0 IEMA non-LUST - Utility corridor (23100-23200 blocks of W. Main Street) 1809A-25 No No No No Yes No + - Adjacent roadway reconstruction and widening 25+63 to 33+55 -60' Lt to 50' Rt 3 750.0 - Vacant lot (23100 block of W. Main Street) 1809A-26 Yes Dumping Yes BOL No Yes No No + - Intersection reconstruction and roadway realignment 569+25 to 574+90 325' Lt to 200' Rt 18 9,800.0 - Pure Rod & Gun Club (23239 W. Main Street) 1809A-27 Yes Potential ASTs; potential former chemical use; potential ACM and lead paint No No No Yes No + - Adjacent roadway reconstruction and widening 25+63 to 33+55 -60' Lt to 50' Rt 3 2,900.0 only work on site is entrance construction - Deer Creek Recreation Club, Inc. (22823 W. 143rd Street) 1809A-28 Yes Potential former chemical use; transformer; potential ACM and lead paint No No No No No + - Adjacent intersection reconstruction and roadway realignment 569+25 to 574+90 325' Lt to 200' Rt 8 2,600.0 - Bass & Gill Club (23011 W. Main Street) (Main Lake - NE corner of 143rd St & IL 126)) 1809A-29 Yes Potential former chemical use; potential ACM and lead paint No Yes No Yes Yes + - Adjacent roadway reconstruction and widening 38+00 to 46+50 60' Lt to 160' Rt 18 9,800.0 + - Culvert extension 41+58 to 42+02 81' Rt to 76' Rt 5 200.0 - Bass & Gill Club (2300 block of W. Main Street) (Fletcher Lake and Strike Lake -NW corner of 143rd St & IL 126) 1809A-30 Yes Potential former chemical use; transformers No Yes No Yes No + - New Roadway 544+25 to 569+00 70' Lt to 50' Rt 5 11,000.0 + - Compensatory storage grading 544+75 to 548+75 60' Lt to 370' Lt 20 3,000.0 Southwest corner of lake + - Compensatory storage grading 365+75 to 570+50 60' Lt to 470' Lt 24 5,000.0 southeast corner of lake + - Adjacent roadway reconstruction and widening 38+00 to 46+50 60' Lt to 70' Rt 5 11,300.0 + - Culvert Extension 41+58 to 42+02 71' Lt to 64' Lt 5 200.0 BDE 2735 (Rev. 12/05/19)Page 4 of 4Completed 03/08/21 - ComEd TDC454 1809A-A No Yes Other No No No No + - No work on or adjacent to site RCRA, BOL - Precision Pipeline 1809A-B No Yes Other No No No No + - No work on or adjacent to site RCRA, BOL, SRP, LUST, UST, EIMA, TRI - TruGreen Chemlawn 1809A-C No Yes Other No No No No + - No work on or adjacent to site RCRA, BOL - Vulcan Construction Materials LLC 1809A-D No Yes Other No No No No + - No work on or adjacent to site RCRA, BOL, TRI - Performance Gear Systems Inc.1809A-E Yes Other No No No + - No work on or adjacent to site BOL, UST Unprotect Total Estimated Yards 240,960.0 Highway Authority Agreements (HAA) within Construction Area PESA Site Number Corresponding HAA Number(s) - Is the project expected to be a net Importer Exporter of soil?Estimated Volume 70,000.0Design Contact Name Kevin Stallworth Email Kevin.Stallworth@illinois.gov Phone (847) 705-4169 Notes Additional information that could be used to help refine the soil management strategy r//rrrrrr/rrrrrrrrrrf//r•r/rrr/rr/ltr7 ri7/7,rr7 VACANT LAND /SOS SITE 1809A -1D PR WEST ABUTMENT STA 526+10 RESIDENCES S SITE 18D0A-17 LEGEND EEC SITE ADJOINING SITE ON ENVIRONMENTAL DATABASE VACANT LASS 1SGS SITE 1809A-15 MUIR12 JIMMIWNEImmimiNZIINIEF �- = T. PR 143RD STREET =ter N. CUBESMART 1555 SITE 1809A -1T" VACANT LAND 15GS SITE IEO9A-12 NORMAN DRAIN • iSGS SITE 1809A4 VACANT LAND MS SITE '18095-12', VACANT LAND ISCS SITE 1809A 12 PERFORMANCE GEAR SYSTEMS ISCS SITE 1809A -E UTILITY CORRIDOR ISCS SITE 1809A-18 UTILITY CORRIDOR 1555 -SITE 1809A-18 RESIDENCES S SITE 1809A-17 RESIDENCES ISCS SITE 1809A-19 GIN IMIr{IU•V€MENT `--- P11 EAST ABUTMENT STA 535+60 PR PIER. TYP MELODY LANE RESAENCES WS SITE 1800A. 19 UTILITY CORRIDOR ISCS SITE 1809A-18 _ ST MARY IMMACULATE CalliETERt 1555 SITE 1809{1-20 OVEMENT COMPEN5A'ORY STDRAGE� PR 143RD STREET PR GRADING LIMITS• TYP UTILITY CORRIDOR ISG5 SITE 18094-18 COPPER DRIVE PENNINGTON ROAD :BASS & GILL C '. IFLITCHER ! GGS.SITE 1804•'. TOTAL SHEETS SHEET NO. FILE NAME . Dna3-mhP1SA_D2 OESICNED - MJW REVISED - SECTION HEIM- NAME DRAWN — MJW REVISED PLOT SCALE - 20a M150 CHECKED - CMG REVISED 1,,..01 DATE = T=11A/M1A AM1 DATE - 13/10/2019 REVISED STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION PESA LOCATION MAP 143RD STREET SCALE: 1-=1Do' I SHEET 2 RTE. 03801 O6 -000 -00 -OD -FP COUNTY WILL OF 3 SHEETS/ STA. 513.50 TO ST A,651-50 CONTRACT NO. ILLIHDISI FED. AID PROJECT CMT UTILITY CORRIDOR ISGS SITE 1809A -1B FILE NAME D11.13-.11 PESA_E MODEL NAHE Colson PLOr 9cALE = 21:*11W'+n PiOr EATS = TY16. ]1A19.!Ann!. BOUNDRY LEGEND fPR 143RD STREET? COPPER DRIVE COMMERCIAL - tr BUILDING f•11` -- ISGS site 1209A-23 EEC SITE ADJOINING SITE ON ENVIRONMENTAL DATABASE 3F _ BASS & GILL CLUB _ '� • t �1'. • J . •. _ 1 i 1STRIKE LAKE] L. r' _ .,'T ' _ !SOS SITE 1900A-30 BASS & GILL CLUB (FLETCHER LAKE' ISGS SITE 1899A-30 PR ROCK ALT. PR RETA[NING WALL PR SIGHT SCREEN FENCE OESICNEO - IIIJW REV 5E0 ORANH - MJW REVISED CHECKED - cmc. REYISED OATS - 12/10/201 REVISED - 563 564 UTILITY CORRIDOR ISGS SITE 18090-18 •,-+=•••• ea.. PR CULVERT EXTENSION PR GRAI1INOR.7MlTS. TYP RESIDENCE 'ARCS SITE SITE 1809A-24 4. PURE ROD E. CUM AUR ISGS SITE 1809A -V STATE OF ILLINOIS DEPARTMENT OF TRANSPORTATION COMPENSATORY STORAGE UTILITY CORRIDOR ISGS SITE 1809A-25+ VULCAN CONSTRUCTION MATERIALS 1SGS SITE 1809A-0 -µ- SCALE: 1-=13a SHEET 3 VAC I LOT ISIS SI 1 s+9A-26 DEER CREEK RECREATION CLUB [SOS SFiE 1909A-28 PESA LOCATION MAP 143RD STREET SEEETSJ ST A. 551..50 OF 3 ENO IMPROVEMENT F.A.U. RTE. 0380 BASS & GILL CLUB .5MAIN LAKE) ISGS..SITE 1809A-29 TO ST d,5T8+OG IMPROVEMENT lUU ZOO 300 SCALE IN FEET SECTION 06-ODD40-OD-FP 143RD STREET COUNTY ILL —4- TOTAL SHEETS CONTRACT ND. J1LL1f DIS1EED. t10 PD.&CI SNEET NO. 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-01.dgn Default 11"=10'3/1/2021 (4:14:08 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 1 EX ROWEX ROWEX ROWPR ROWPR ROWPR ROWPR TEMP EASE10' EB THRU LANEWB THRU LANE LANE EB THRU 12'12' VAR. 50'-75' 10' 2%2%2%2%2%2%1.5% 1.5% WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE EB RT LANEEB LT LANE 2%2% 12'12'12'12'VAR. 0'-12' EB THRU LANE EB THRU LANEWB THRU LANEWB THRU LANE WB LT LANEWB RT LANE 10' 1.5%2%2%2%2%2%EX EASE9' PROPOSED 143RD STREET PROPOSED 143RD STREET STA 512+30.29 TO 515+61.67 PROPOSED 143RD STREET STA 517+22.21 TO 524+18.22 1 1 1 1 1 1 3 3 3 3 3 3 5 5 5 5 5 7 6 5 13 13 13 13 13 13 1311 VAR. 0'-12'VAR. 0'-12' 6' 1:3 4'5'6' 6' 9' PGL 1:3 PGL 4' 1:4 1:4 PGL PGL 5' 1:4 1:4 7' UTILITY EASEMENT EXISTING VILLAGE 65'COMED PROPERTY 50'VAR. 0'-30'EX EASEEX ROWEX EASE30' COMED PROPERTY COMED PROPERTY PATH MULTI-USE 2' 4 3 15* 5' 1:4 PATH MULTI-USE 4 3 PATH MULTI-USE 4 3 VAR. 1:3 TO 1:2 11' 2.5' 6 711 4.5' RAISED MEDIAN PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 1.5% VAR. 4.5'-18' RAISED MEDIAN 2.5' 2%2%2% 1.5% * GUARDRAIL STA 510+89.89 TO 511+65.87 LT STA 512+19.26 TO 512+90.95 LT 25'VAR. 58'-66'VAR. 103'-165' * GUARDRAIL STA 512+19.26 TO 512+90.95 LT VAR. 3.7'-18' STA 506+05.00 TO 512+30.29 12'12' VAR. 0'-11' 12'12'VAR. 0'-12' VAR. 54'-114' VAR. 0'-47'VAR. 23'-54' EB LT LANE PAINTED MEDIAN / TWLT LANE / VAR. 8'-9' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-02.dgn Default 21"=10'3/1/2021 (4:14:09 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 2 PR ROWPR ROWPR ROWPR ROWPR ROWPR ROWPR TEMP EASEPR TEMP EASE20'VAR. 65'-146'EX EASE25'VAR. 58'-62' 12'12'18'12'12'10'10' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE 2%2%1.5% 1.5% 2%2%PR TEMP EASEVAR. 24'-30'VAR. 44'-52'VAR. 60'-90'VAR. 10'-57' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE LANE EB LT 1.5%2%2%2%2% 12'12' 12'12' 9' 9' 12'12'18'12'12'10' 1.5%2%2%2%2% EB THRU LANE EB THRU LANE9'WB THRU LANEWB THRU LANEPED PATH NOTE: SEE DUPAGE RIVER BRIDGE TSL FOR GREATER DETAIL MEDIAN RAISED PROPOSED 143RD STREET PROPOSED 143RD STREET STA 526+09.60 TO 535+60.95 PROPOSED 143RD STREET STA 536+00.00 TO 537+49.95 1 1 1 1 3 3 3 3 3 3 4 4 5 5 5 5 5 5 6 5 13 13 11 13 13 13 11 13 14 141616 PATH MULTI-USE PATH MULTI-USE 2'2' 2' 6'5' 1:4 2'2' 2'2' 2' VAR 1:4 TO 1:3 1:4 PGL PGL PGL PGL PGL 1.5%1.5% VAR. 1:4 TO 1:2 VAR. 52' TO 82'VAR 90' TO 130' GIRDERS 2.0% 1:4 1:4 PGL 5' 1'1:3 COMED PROPERTY COMED PROPERTY COMED PROPERTY 9' 7' 4 STA 523+90 TO 527+62 CONNECTION PARK DISTRICT PATH 11 15* 17 15*15* PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 STA. 535+62 TO 537+00 PR GABION WALL VAR. 18'-4.5' VAR. 0'-13.5' 1.5% 10'6' STA 524+18.22 TO 525+70.00 * GUARDRAIL STA 522+99.06 TO 525+87.02 STA 535+71.38 TO 536+95.34 RT * GUARDRAIL STA 535+98.78 TO 536+85.17 LT WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-03.dgn Default 31"=10'3/1/2021 (4:14:10 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 3 PR TEMP EASEPR TEMP EASEPR ROWPR ROWPR ROWPR ROWPR ROWWB THRU LANE WB THRU LANE 10' EB THRU LANE EB THRU LANEEB LT LANE 9' 2%2% 1.5% 2%2% 10'12'12' VAR. 0'-11' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANEWB LT LANE 2%2% 9' 2%2%1.5% 10' 1.5% 2%2% 2%2% VAR. 8'-18' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE PROPOSED 143RD STREET STA 537+49.95 TO 539+37.48 PROPOSED 143RD STREET STA 540+76.28 TO 544+69.48 PROPOSED 143RD STREET STA 544+69.48 TO 557+50.00 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 4 4 4 5 6 7 5 5 7 6 5 5 5 5 5 13 11 13 1311 11 1315 PATH MULTI-USE PATH MULTI-USE PATH MULTI-USE 5' 5' 9' 12' SITE SCREEN FENCE 5' 1:6 PGL PGL PGL PGL PGL PGL 1:4 1:4 1:4 1:6 5' RETAINING WALL 3' 1:2 ROCK FILL 1.5%1.5%PR ROWCOMED PROPERTY 8' 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 40' 10'70'40' 6'11' 6'11' 30'44'60'PR TEMP EASE35'PR TEMP EASE35' 13 6' PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 1.5% 2.5' 4.5' RAISED MEDIAN 12'12' 11' 12'12' 1.5% VAR. 4.5'-18' RAISED MEDIAN 2.5'12'12' 12'12'9'12'12' 2% OF ROCK FILL 4.5' TO TOP * RETAINING WALL BEGINS STA 544+74.38 GUARDRAIL BEGINS STA 544+80.36 VAR. 60'-85' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-04.dgn Default 41"=10'3/1/2021 (4:14:11 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 143RD STREETMJW AS MJW 4 * GUARDRAIL CONTINUES ON WEST SIDE OF IL 126 NORTH OF 143RD ST PR TEMP EASEPR TEMP EASEPR ROWPR ROWPR ROWEX ROWEX ROWVAR. 0'-53'63' VAR. 0'-18' PAINTED MEDIANVAR. 0'-12' WB THRU LANE WB LT LANE EB THRU LANE 2%2%2%2% 2% 35'40'70'10' 12'12'12'12' RETAINING WALL RETAINING WALL 2%2%2%2% 10' WB THRU LANE WB THRU LANE EB THRU LANE EB THRU LANE EB THRU LANE EB LT LANE LANE DROP / EB LT LANE VAR. 0'-12' 12'12' 6'12'12' 3' 2%2% 2% 2%2% MEDIAN RAISEDWB THRU LANE WB THRU LANE 1.5% 1.5% 12' 12' PROPOSED 143RD STREET STA 557+68.00 TO 562+73.62 PROPOSED 143RD STREET STA 562+73.62 TO 568+33.87 PROPOSED 143RD STREET 11 1 1 1 1 3 3 3 3 3 3 3 3 4 4 5 5 5 5 5 5 6 5 5 5 1311 11 13 1313 15 15 PATH MULTI-USE PATH MULTI-USE 9' 12' SITE SCREEN FENCE 5' SITE SCREEN FENCE 9' 12' 5' 2'1:3 1:4 1:6 PGL PGL PGL PGL PGL 1:6 1 :45' PAVEMENT TO BE REMOVED EXISTING 143RD ST 5'4.4'3' 3'4.4'ROCK FILL ROCK FILL 1:2 1:2 9' VAR 8'-18' 17' 10'70'35'40' 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 20-YEAR LEASE PARK DISTRICT COMED PROPERTY 10'9'8' 10'7'PR ROWPR ROWPR TEMP EASEPR TEMP EASEPROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 * RETAINING WALL ENDS STA 569+03.26 VAR. 0'-7' PAINTED LT MEDIAN 66' STA 570+12.37 TO 575+36.13 VAR. 1.5'-9' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-05.dgn Default 51"=10'3/1/2021 (4:14:12 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 CMC PML MJW 1ILLINOIS ROUTE 59 EX ROWEX ROWPR ROWPR TEMP EASEEX ROWEX ROW80'40'10'VAR. 50'-70' 60'60' VAR. 0'-12' 2%2%2% 2%2% NB THRU LANE NB THRU LANE NB RT LANENB LT LANESB THRU LANESB THRU LANE VAR. 0'-12'VAR. 0'-11' SB THRU LANE SB THRU LANESB RT LANE SB LT LANE 2%2%2%2%2% 9' STA 3396+41.56 TO 3398+91.47 STA 3400+29.84 TO 3406+90.16 ILLINOIS ROUTE 59 ILLINOIS ROUTE 59 A A A A B B B B DC D C 12 32 2 233 5 5 8 13 13 12 5' 1:4 5' PGL PGL PGL PGL 10% RAISED MEDIAN VAR. 4.5'-18' 1.5% 8 2.5' 12'12' VAR. 0'-11' 12'12' 1.5% DEPRESSED MEDIAN VAR. 4.5'-18' 12'12' 2.5'12'12' 23 9'4.5' * TY. SM-2.12 MEDIAN (LT) BEGINS STA 3403+84.84EX ROWEX ROWA B1 ILLINOIS ROUTE 59 12'12'12'12' C CDD 9'9' SB THRU LANE SB THRU LANE NB THRU LANE NB THRU LANE STA 3392+93.80 TO 3396+41.56 60'60' 2%2% PGL PAINTED MEDIAN / NB LT LANE 2%2% PGL 2%2% A B VARIES 0' TO 11' EXISTING LEGEND F E D C B A CONCRETE MEDIAN AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.12 CONCRETE CURB AND GUTTER, TY B-6.24 AGGREGATE BASE COURSE EXISTING HMA PAVEMENT G PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 * TY. SM-2.12 MEDIAN (LT) BEGINS STA 3398+68.10 * EX TY. M-2.12 MEDIAN (LT) BEGINS STA 3405+84.84 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-06.dgn Default 61"=10'3/1/2021 (4:14:12 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 MJW AS MJW 6NAPERVILLE ROAD EX ROWEX ROWEX ROWEX ROWPR ROWPR ROWEX ROWEX ROW33'33' VAR. 0'-14'33'33' 50'33'17' 4'4' PAINTED MEDIAN VAR. 0-12' 12' 12' SB THRU LANE NB THRU LANEHMA SHLD HMA SHLD 12' 12' VAR. 0-12' 2%2%2%2% 2%2%2%2%2% SB THRU LANE NB THRU LANE PAINTED MEDIAN VAR. 0-12'VAR. 0'-12'VAR. 0'-12' 12' 12' SB THRU LANE NB THRU LANE LANE SB LTSB RT LANE 2%2%2%2%2% 6' 4%4% STA 712+60.06 TO 714+70.06 NAPERVILLE ROAD STA 714+70.06 TO 717+50.06 NAPERVILLE ROAD STA 719+02.26 TO 723+92.30 NAPERVILLE ROAD 11 1 1 1 1 3 3 3 3 3 3 5 5 5 5 13 13 1313 13 13 5'5' 5' 5' 1:4 1:4 1:4 2' 5' PGL 1:4 PGL PGL 1:4 1:41:3 2' 5' PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 VAR. 0'-8' PAINTED SHOULDER NB LT LANE STA 721+75.27 RT * HMA SHOULDER BEGINS STA 722+04.47 LT 99 WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-07.dgn Default 71"=10'3/1/2021 (4:14:13 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 MJW AS MJW 7ILLINOIS ROUTE 126 EX ROWEX ROWEX ROWEX ROW50'50' 50'50' SB THRU LANE NB LT LANE NB THRU LANE LANE NB THRU LANE ADDITION VAR. 0-12'VAR. 0'-6' PAINTED LT MEDIAN 12' 12'12' 2%2%2%2%2%2%4%4% SB THRU LANE NB THRU LANE NB THRU LANE 2%2%2%2%2%2% ILLINOIS ROUTE 126 STA 24+92.71 TO 30+32.71 ILLINOIS ROUTE 126 STA 30+77.00 TO 36+56.92 1 1 1 1 3 3 3 3345 5 9 913 13 13 13 4' 10' PATH MULTI-USE 5'5' 1:3 9' 8' PGL 1:41:3 4' 1.5%5% PGL 3' VAR. 3'-8' VAR. 2.5'-8' TO 4.2% VAR. 0.5% PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 VAR. 0'-9' PAINTED SHOULDER VAR. 4.5'-18' PAINTED MEDIAN NB LT LANE 12'12' VAR. 0'-11' 12' 2.5' WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 20.0000 ' / in.Alec SeryD1143-sht-pr_Typ-08.dgn Default 81"=10'3/1/2021 (4:14:14 PM) 8 == = =PLOT DRIVERPEN TABLEPDF_Screen.pltcfgPlainfield_Typical_Sections.tbl==USER NAME DIRECTORYL:\Plainfield\18024201-00_PhaseIAddendum\Draw\Roadway\CADD_Sheets\..PROPOSED TYPICAL SECTIONS 8 ILLINOIS ROUTE 126MJW AS MJW 8 EX ROWEX ROWEX ROWEX ROWPR ROWPR ROWPR ROWPR ROW20'50'50'10' 50'50'VAR. 15'-20'VAR. 0'-10' SB THRU LANE SB LT LANESB RT LANE NB THRU LANE NB THRU LANE VAR. 0'-12' PAINTED SHOULDER 2%2%2%2%2% 10' 1.5% VAR. 0'-12' PAINTED MEDIAN VAR. 0'-12' SB RT LANE VAR. 0'-12' NB THRU LANE LANE NB THRU 2%2%2%2%2%2% 4%4% SB THRU LANE ILLINOIS ROUTE 126 ILLINOIS ROUTE 126 1 1 1 1 3 3 3 3 5 7 6 5 9 9 13 13 1313 11 5'6'4' 1:2 1:3 9' PGL PGL V AR. 1:2 TO 1:4VAR. 1:2 TO 1:4 18' VAR. 5'-16' 15 4 3 15* 15*15* STA 40+95.95 TO 46+35.95 PROPOSED LEGEND 9 8 7 6 5 4 3 2 1 BRIDGE RAILING CONCRETE BRIDGE DECK GUARDRAIL BRIDGE PARAPET TOPSOIL CONCRETE MEDIAN SURFACE 10" CONCRETE MEDIAN SURFACE 4" AGGREGATE SHOULDER HMA SHOULDER CONCRETE CURB AND GUTTER, TY M-2.06 CONCRETE CURB AND GUTTER, TY SB-6.06 CONCRETE CURB AND GUTTER, TY SB-6.12 CONCRETE CURB AND GUTTER, TY SB-6.24 HMA MULTI-USE PATH AGGREGATE BASE COURSE PAVEMENT WIDENING PROPOSED PAVEMENT 17 16 15 14 13 12 11 10 STA 38+35.95 TO 40+95.95 VAR. 0'-13.5' SB LT LANE 1.5% 12'12' 4.5' RAISED MEDIAN 11' 12'12' 2.5' VAR. 0'-10' 12' VAR. 0'-10' 12' * GUARDRAIL STA 38+00 TO 44+89.06 LT * GUARDRAIL STA 38+00 TO 44+89.06 LT STA 40+44.67 TO 44+25.78 RT STA 40+44.67 TO 44+25.78 RT WILL06-00040-00-FP0380 U. MODEL NAME = USER NAME = 12/04/2020 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS PLOT SCALE = PLOT DATE = DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET OF SHEETS STA. TO STA. - - - - - - - -  Copyright CMT,License No. 184-000613 IDOT Sequence #: 13370D ISGS: 1809A IDOT Job #: P91-200-08 IDOT District #: 1 PRELIMINARY ENVIRONMENTAL SITE ASSESSMENT FINAL REPORT DATE:July 23, 2019 IDOT DESIGN DATE:December 1, 2019 SURVEY TARGET DATE:August 21, 2019 DATE REQUEST RECEIVED:February 21, 2019 LOCATION:FAU 0350 (143rd Street), IL 59 to IL 126, Plainfield, Will County; Normantown and Plainfield quadrangles (USGS 7.5- minute topographic maps), T36N, R9E, Sections 2-4 and 9- 11. 2 Table of Contents GLOSSARY OF ACRONYMS.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 EXECUTIVE SUMMARY.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 GEOLOGY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 HYDROGEOLOGY.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 NATURAL FEATURES AND HAZARDS.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 PROJECT SITES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 ADJOINING SITES.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 ORPHAN SITES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 CONCLUSIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 ENDORSEMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 ADDRESS LISTINGS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 INFORMATION SOURCES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 APPENDIX. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 LIST OF ATTACHMENTS.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62 3 GLOSSARY OF ACRONYMS AAI - All Appropriate Inquiries ACM - asbestos-containing material AOC - area of concern AST - aboveground storage tank ASTM - American Society for Testing and Materials AUL - activity and use limitation (includes institutional controls, engineered barriers, and HAAs) bgs - below ground surface BOL - Bureau of Land (IEPA) BTEX - benzene, toluene, ethylbenzene, and total xylene CDPH - Chicago Department of Public Health CCDD - Clean construction and demolition debris CERCLIS- Comprehensive Environmental Response, Compensation, and Liability Information System CTA - Chicago Transit Authority ERNS - Emergency Response Notification System FEMA - Federal Emergency Management Agency FHWA - Federal Highway Administration FOIA - Freedom of Information Act GIS - Geographic Information System GRO - Groundwater Remediation Objective HAA - Highway Authority Agreement IDNR - Illinois Department of Natural Resources IDOT - Illinois Department of Transportation IEMA - Illinois Emergency Management Agency IEPA - Illinois Environmental Protection Agency IMD - Illinois Manufacturers Directory ISGS - Illinois State Geological Survey ISWS - Illinois State Water Survey LUST - leaking underground storage tank ì g/kg - micrograms per kilogram (ppb) ì g/l - micrograms per liter (ppb) mg/kg - milligrams per kilogram (ppm) mg/l - milligrams per liter (ppm) M.M. - mile marker MOU - memorandum of understanding M.P. - mile post MSSA - Mahomet Sole Source Aquifer MTBE - methyl tertiary butyl ether NFR - No Further Remediation NPL - National Priorities List NRCS - Natural Resources Conservation Service OER - Office of Emergency Response (IEPA) OSFM - Office of the State Fire Marshal PAA - Permit Access Agreement PAH/PNA- polynuclear aromatic hydrocarbon PCB - polychlorinated biphenyl PESA - Preliminary Environmental Site Assessment P.G. - Professional Geologist ppb - parts per billion (equivalent to ì g/kg for solids, and ì g/l in liquids) ppm - parts per million (equivalent to mg/kg in solids, and mg/l in liquids) PRP - Potentially Responsible Party PSI - Preliminary Site Investigation RCRA - Resource Conservation and Recovery Act REC - recognized environmental condition ROW - right-of-way SEMS - Superfund Enterprise Management System SGRO - Soil Gas Remediation Objective SIC - Standard Industrial Classification SPLP - synthetic precipitation leaching procedure SRO - Soil Remediation Objective SRP - Site Remediation Program SSTS - Section Seven Tracking System (USEPA) SVOC - semi-volatile organic compound SWMU - solid waste management unit TACO - Tiered Approach to Corrective Action Objectives (IEPA) TCLP - toxicity characteristic leaching procedure TPH - total petroleum hydrocarbons TRI - Toxics Release Inventory UIC - Underground Injection Control (IEPA) USDA - United States Department of Agriculture USEPA - United States Environmental Protection Agency USGS - United States Geological Survey UST - underground storage tank VOC - volatile organic compound 4 EXECUTIVE SUMMARY This report presents the results of an environmental site assessment for the improvements to 143rd Street from IL 59 to IL 126, Plainfield, Will County. This report was prepared on behalf of the Illinois Department of Transportation (IDOT) by the Illinois State Geological Survey (ISGS). The following sites were examined for this project. The tables below list sites along the project for which recognized environmental conditions (RECs)* were identified for each address or address range (Table 1); sites along the project for which only de minimis conditions were identified (Table 2); sites along the project for which no RECs or de minimis conditions were identified (Table 3); and sites adjoining but not on the project that were identified on environmental databases (Table 4). Further investigation of sites with RECs may be desired. Table 1. The following sites along the project were determined to contain RECs: Property name IDOT parcel # ISGS site # REC(s), including de minimis conditions Regulatory database(s) Land use Ravago NA 1809A-1 Former AST; evidence of former chemical use; drum; transformers; potential ACM and lead paint RCRA, BOL Commercial NNM Peterson Manufacturing NA 1809A-2 Former UST; evidence of chemical use; drum; air releases; transformers; potential ACM and lead paint RCRA, BOL, UST, TRI Industrial Norman Drain NA 1809A-4 Presence on the BOL and SRP lists BOL, SRP, AULs Stream Commercial building NA 1809A-5 Former USTs with a documented release; potential UST(s); former AST; former monitoring wells; potential monitoring wells; evidence of former chemical use; potential drums; air releases; impacted soil and groundwater; PNAs and metals; mounding; likely natural gas pipeline; transformer; potential ACM and lead paint RCRA, BOL, SRP, LUST, UST, IEMA, TRI, AULs Commercial 5 Green T Landscape Supply NA 1809A-6 Presence on the SRP list; former UST with a documented release; potential UST; former AST; evidence of former chemical use; PNAs and metals; mounding; natural gas pipeline; transformers; potential ACM and lead paint RCRA, BOL, LUST, UST, IEMA Commercial ROW NA 1809A-8 Potential spill IEMA Transportation Chicago Bridge & Iron NA 1809A-9 ASTs; former ASTs; evidence of chemical use; drums; former drums; spill; natural gas pipeline; transformer; potential ACM and lead paint Archived SEMS, RCRA CORRACTS, BOL, ERNS, IEMA Industrial DuPage River NA 1809A-16 Non-attainment of water quality None River Commercial building NA 1809A-23 Potential former chemical use; drums; former drums; potential ACM and lead paint None Commercial Residence NA 1809A-24 Spill; transformer; potential ACM and lead paint IEMA Residential Vacant lot NA 1809A-26 Dumping BOL Vacant Pure Rod & Gun Club NA 1809A-27 Potential ASTs; potential former chemical use; potential ACM and lead paint None Commercial Deer Creek Recreation Club, Inc. NA 1809A-28 Potential former chemical use; transformer; potential ACM and lead paint None Commercial Bass & Gill Club NA 1809A-29 Potential former chemical use; potential ACM and lead paint None Commercial 6 Bass & Gill Club NA 1809A-30 Potential former chemical use; transformers None Commercial Table 2. The following sites along the project were determined to contain de minimis conditions only: Property name IDOT parcel # ISGS site # De minimis condition(s)Land use Vacant land NA 1809A-3 Likely past pesticide and/or herbicide use; transformer Vacant Crosswinds Church NA 1809A-7 Transformers; potential ACM and lead paint Religious Vacant land NA 1809A-10 Likely past pesticide and/or herbicide use; likely natural gas pipeline Vacant CubeSmart NA 1809A-11 Natural gas pipeline; transformer; potential ACM and lead paint Commercial Vacant land NA 1809A-12 Natural gas pipeline; water pipeline Vacant Vacant lot NA 1809A-13 Likely past pesticide and/or herbicide use; likely natural gas pipeline Vacant Residences NA 1809A-17 Transformers; potential ACM and lead paint Residential Utility corridor NA 1809A-18 Likely past pesticide and/or herbicide use Utility Residences NA 1809A-19 Transformers; potential ACM and lead paint Residential Residences NA 1809A-21 Transformers; potential ACM and lead paint Residential Vacant lot NA 1809A-22 Transformer Vacant Utility corridor NA 1809A-25 Likely past pesticide and/or herbicide use Utility Table 3. The following sites along the project were determined not to contain RECs or de minimis conditions: 7 Property name IDOT parcel # ISGS site # Land use Creek NA 1809A-14 Stream Vacant land NA 1809A-15 Vacant St. Mary Immaculate Cemetery NA 1809A-20 Cemetery Table 4. The following additional sites, adjoining but not on the project, were identified on environmental databases: Property name ISGS site # Regulatory database(s) Land use ComEd TDC454 1809A-A RCRA, BOL Commercial Precision Pipeline 1809A-B RCRA, BOL, SRP, LUST, UST, IEMA, TRI Commercial TruGreen Chemlawn 1809A-C RCRA, BOL Commercial Vulcan Construction Materials LLC 1809A-D RCRA, BOL, TRI Industrial Performance Gear Systems Inc. 1809A-E BOL, UST Industrial * For all sites: Where REC(s) are indicated as present, a condition was noted that may be indicative of releases or potential releases of hazardous substances on, at, in, or to the site, as discussed in the text. Potential hazards were not verified by ISGS testing. Radon, biological hazards (such as mold, medical waste, or septic waste), and non-agricultural pesticides and/or herbicides may also be of concern. No further investigation concerning the presence or use of these factors was conducted for this PESA. Where RECs are not indicated as present, radon, biological hazards (such as mold, medical waste, or septic waste), and non-agricultural pesticides and/or herbicides may still be of concern. No further investigation concerning the presence or use of these factors was conducted for this PESA. For the purposes of this report, the following are considered to be de minimis conditions: • Normal use of lead-based paint on exteriors and interiors of buildings and structures. • Use of asbestos-containing materials in building construction. • Transformers in normal use, unless the transformers were observed to be leaking, appear on an environmental regulatory list, or were otherwise determined to pose a hazard not related to normal use. 8 • Agricultural use of pesticides and herbicides. In addition, most land in Illinois was under agricultural use prior to its conversion to residential, industrial, or commercial development. Pesticides, both regulated and otherwise, may have been used throughout the project area at any time. Unless specifically discussed elsewhere in this report, no information regarding past pesticide use that would be subject to enforcement action was located for this project, and such use is considered a de minimis condition. The following data gaps exist for all PESAs: • For residences, only areas visible from public roads are inspected. • Interiors of buildings are not inspected. • Interiors of agricultural areas are not inspected during growing seasons. Radon and biological hazards are not considered in this PESA unless specifically noted. NA = No parcel number was supplied by IDOT for this site. Although potential natural hazards and undermining, if present, are described in this report, they are not considered as RECs or de minimis conditions for the purposes of this report, and are therefore not listed in the tables above. Wetlands and flooding hazards are not evaluated as part of this report. 9 INTRODUCTION This is the Final Report of a preliminary environmental assessment by the ISGS of natural and man-made hazards that may be encountered for the improvements to 143rd Street from IL 59 to IL 126, Plainfield, Will County (Attachment 1). This project is an addendum to ISGS #1809 and #1809V which were submitted to IDOT on February 24, 2009, and November 20, 2013, respectively. This addendum includes additional areas west along 143rd Street, north and south along Division Street, and northeast and southwest along Naperville Road. Project features include acquisition of additional ROW or easements, in-stream work, and excavation or subsurface utility relocation. No railroad ROW involvement is anticipated. IL 59 is known as Division Street in the project area, and will be referred to as such in this report, except when citing addresses that use the designation IL 59. IL 126 is known as Main Street in the project area, and will be referred to as such in this report. US 30 is known as 143rd Street and Division Street in the project area, and will be referred to as such in this report. Stationing information was provided by IDOT in feet, and is presented as such in this report. Stationing was provided for Division Street, Naperville Road, and Main Street only. All stationing information is approximate, and refers to the approximate midpoint of the site’s frontage along the ROW, unless otherwise indicated. This report identifies and evaluates recognized environmental conditions (RECs) that may be indicative of releases or potential releases of hazardous substances on, at, in, or to the proposed project. This assessment has been prepared using historical and geological information including aerial photographs, U.S. Geological Survey topographic maps, plat maps, file information of the ISGS, regulatory file information from federal, state, and other agencies, and various other sources of information. An on-site investigation has been completed. The specific methods used to conduct the assessment are contained in "A Manual for Conducting Preliminary Environmental Site Assessments for Illinois Department of Transportation Infrastructure Projects" (Erdmann et al., 2014). This Preliminary Environmental Site Assessment (PESA) was performed in compliance with the IDOT-ISGS PESA Manual (Erdmann et al., 2014) and not with the All Appropriate Inquiries environmental assessment standard (40 CFR Part 312) that took effect on November 1, 2006, or with the ASTM standard E1527-05 or E1527-13. GEOLOGY Bedrock geology. The topmost bedrock unit in the project area has been mapped as undifferentiated rocks of Silurian age, which in this area consist primarily of limestones and dolomites. Surficial geology. The total thickness of surficial deposits has been mapped as 8-15 m (25-50 ft). In the project area to the west of the intersection of 143rd Street and Norman Drain, the topmost surficial unit has been mapped as more than 6 m (20 ft) of the Wedron Group. In the project area at the northwest quadrant of Division Street and 143rd Street, the topmost surficial unit has been mapped as less than 6 m (20 ft) of the Wedron Group, underlain by bedrock. In the project area to the southeast of Naperville Road, the topmost surficial unit has been mapped as more than 6 m (20 ft) of the Henry Formation, underlain by bedrock. In the rest of the project area, the topmost surficial unit has been mapped as less than 6 m (20 ft) of the Henry Formation, underlain by 10 bedrock. The Wedron Group consists of silty and clayey glacial deposits. The Henry Formation consists of sand and gravel glacial outwash. Soils. Along the project ROW, the NRCS has classified the Drummer silty clay loam, 0 to 2% slopes, Elpaso silty clay loam, 0 to 2% slopes, and Dunham silty clay loam, 0 to 2% slopes, as containing 33% to 100% hydric components. None of the other soils in the project area have been classified by NRCS as containing more than 33% hydric components. The NRCS has classified the Orthents, loamy, undulating, Orthents, loamy, rolling, and Water as non-prime farmland. Non-coal mineral resources. An active sand, gravel, and limestone quarry is located approximately 900 m (3,000 ft) southeast of Main Street between approximately Main Street stations 2+50 and 33+50 RT (Site 1809A-D). Aerial photographs show that it has been present since between 1983 and 1988. Four former sand and gravel pits are each located at the south quadrant of Main Street and 143rd Street (Site 1809A-27), at the southeast corner of Main Street and 143rd Street (Site 1809A-28), at the northeast quadrant of Main Street and 143rd Street (Site 1809A-29), and at the north corner of Main Street and 143rd Street (Site 1809A-30), all approximately 10 to 30 m (30 to 100 ft) from the project ROW. According to aerial photographs, the pits at Sites 1809A–27 and 1809A-28 began operations sometime between 1946 and 1952; by the time of the 1961 aerial photograph, both pits appeared to be no longer active. According to aerial photographs, the pit at Site 1809A–29 began operations sometime between 1952 and 1961; by the time of the 1961 aerial photograph, the pit appeared to be no longer active. According to aerial photographs, the pit at Site 1809A–30 began operations sometime between 1952 and 1961; by the time of the 1973 aerial photograph, the pit appeared to be no longer active. HYDROGEOLOGY Due to project type or IDOT internal procedure, the sections on surficial public water supplies, groundwater recharge, groundwater protection areas, potential for contamination of shallow aquifers, and well log information are not included in this report. Drainage direction. Surficial drainage in the portion of the project area west of the DuPage River is generally toward the south and east, in the direction of the Norman Drain and the DuPage River. Surficial drainage in the portion of the project area between the DuPage River and Naperville Road is generally toward the west, in the direction of the DuPage River. Surficial drainage in the portion of the project area east of Naperville Road generally flows into the bodies of water associated with the former quarrying activities in this portion of the project area. However, since drainage ditches, storm drains, and sewers are present, most surficial runoff will be controlled by the drainage ditch and storm sewer systems; such systems typically are designed to follow natural drainage patterns. Neither the near-surface nor the shallow unconfined groundwater flow direction was specifically determined for this project, but they generally mimic local topography. Wellhead protection areas. This project crosses a wellhead protection recharge area for a public well for Pure Rod & Gun (Site 1809A-27). The wellhead protection area is crossed by Main Street approximately between stations 20+00 and 41+00, by Cooper Drive from east of Golden Lane to 11 Main Street, and by 143rd Street from Main Street to the eastern project limits. NATURAL FEATURES AND HAZARDS No observed or known natural hazards were identified for this project. PROJECT SITES Project sites will be described generally from west to east along 143rd Street below. Attachment 1 contains a project location map. Attachment 2 contains maps of all sites discussed in this report. Attachments 3 through 10 contain site-specific maps and NFR letters for selected sites and adjoining sites on this project. The versions of the OSFM's UST database, IEPA's LUST database, IEPA’s Bureau of Land database, and USEPA's SEMS database utilized for this report were all dated July 22, 2019. OSFM files were received on July 10, 2019. IEPA files were received on July 16, 2019. USEPA files reviewed for this project were received for ISGS #1809V on November 14, 2013. Fieldwork for this project was conducted on July 16, 2019. This project intersects previous ISGS PESAs and PSI as follows: ISGS # Date submitted to IDOT Intersects PSI 342/A June 24, 1994 At the intersection with Division Street Ecology & Environment #1, work order #037 809 July 25, 1996 At the intersection with Main Street None 1809 February 24, 2009 At the intersections with Division Street and Main Street None 1809V November 20, 2013 Along the entire project None 2278V2 August 28, 2018 Along Main Street to the northeast of 143rd Street None Information from these earlier PESAs will be summarized in geographic order below. No sites in this project were covered in Ecology & Environment #1, work order #037. Data gaps applicable to the entire project area The following data gaps applicable to the entire project area were noted for this project. Data gaps specific to individual sites are discussed in the site writeups below. • Although Sanborn fire insurance maps were present for Plainfield, they did not extend far enough north to cover the project area. • Aerial photographs provided information only for those specific times covered by the 12 photographs, as noted in the Information Sources section. No records were available for intervening years, and other land uses could have occurred in these years. • The earliest available resource, the 1851 plat map, did not show ownership information in the project area. Therefore, the 1862 plat map will be the earliest resource discussed in the site writeups below. For all sites in this report, a data gap exists regarding date of first development. • Areas which were under residential use throughout all aerial photographs were not researched in city directories. This project includes an unpainted bridge. Lead paint is unlikely to be present at S.N. 099-4638. Site 1809A-1 (1809V-1). Ravago, 24210 W. 143rd Street, Plainfield (northwest quadrant of Division Street and 143rd Street; no stationing provided; Attachment 2, page 1). This site is occupied by a plastic and rubber resin distribution facility. Site features included a main building, one small storage building, one storage building made from a converted AST, parking areas, railroad sidings, and vacant land covered by trees and brush. One 208-liter (55-gallon) drum with unknown contents was observed near the midpoint of the west side of the site. Several small pole- mounted transformers were observed near the southeast corner of the site, and one pole-mounted transformer was observed near the southwest corner of the site. One pad-mounted transformer was observed near the midpoint of the west side of the main building. Because the southeast part of the site was covered in dense brushy vegetation, this area was not inspected. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. The plat map from 1957 map showed ownership by a glass container business. Plat maps from 1966 through 1985 showed ownership by various distilleries. Plat maps from 1988 and 1990 showed ownership by Whitbead Incorporated. Plat maps from 1994 through 2003 showed ownership by a freight company. Plat maps from 2005 and 2007 showed ownership by a real estate company. On the 1939 through 1962 aerial photographs, this site was occupied by agricultural land. On the 1973 through 1980 aerial photographs, the west part of the current main building and the current building made from a converted AST were present. An AST with unknown contents was present on the northwest part of the site. On the 1988 through 2002 aerial photographs, the east part of the current main building was added, and the rest of the site was unchanged. On the 2005 through 2018 aerial photographs, the railroad sidings were added, and the site had its current appearance. According to city directory information, this site was formerly associated with the address 601 W. 143rd Street. In the 1976 through 1982 city directories, no listings were found. In the 1987 through 2018 city directories, and the 2004 and 2007 IMDs, various warehousing and manufacturing businesses were listed, including a metal product fabricator listed from 1992 through 2002, and plastic product manufacturers (different from the current occupant) listed from 2004 through 2018. No potential hazards were identified in association with any of the other former occupants. During fieldwork for ISGS #1809V in 2013, the site was occupied by the current plastic and rubber resin distribution facility. Under the name “Chicago Bridge And Iron Na Con” and the address “601 W 143Rd St”, this site appears on the active RCRA list (USEPA #ILD984908780). Under the name “Chicago Bridge & Iron Na Con” and the address “601 W 143rd St”, this site appears on the BOL list (IEPA #1970805058). According to IEPA files, in November 1992, Chicago Bridge & Iron registered with USEPA and IEPA as a generator of less than 100 kg/mo (220 lb/mo) of ignitable wastes and spent non- 13 halogenated solvents. No further information was available in IEPA files regarding IEPA #1970805058. Potential hazards associated with plastics manufacturing and metalworking and machining include VOCs, SVOCs, acids, bases, cyanides, and metals. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • The contents of the drum are unknown. • Because the southeast part of the site was covered in dense brushy vegetation, this area was not inspected. • The contents of the former AST shown on aerial photographs are unknown. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in these buildings. The following RECs were identified at this site: Former AST; evidence of former chemical use; drum. The following de minimis conditions were identified at this site: Transformers; potential ACM and lead paint. Site 1809A-2 (1809V-C). NNM Peterson Manufacturing, 24133 W. 143rd Street, Plainfield (southwest quadrant of Division Street and 143rd Street; no stationing provided; Attachment 2, page 1). This site is occupied by a metal fabrication business. One 208-liter (55-gallon) drum with unknown contents was observed to the north of the southeast part of the main building. Three pole-mounted transformers were observed to the west of the main building. Due to posted no trespassing signs, only the areas to the north of the main building were inspected. Plat maps from 1862 through 1972 showed individual use; no buildings were depicted in any year. Plat maps from 1976 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 1962 aerial photographs, this site was occupied by agricultural land. On the 1973 through 1993 aerial photographs, several of the current industrial buildings were present. On the 1998 through 2018 aerial photographs, all of the current buildings were present. According to city directory information, this site was formerly associated with the address 700 W. 143rd Street. In the 1976 through 2018 city directories, and the 1974 through 2017 IMDs, the current metal fabrication business was listed. 14 Under the name “Peterson Mfg Co” and the address “700 W 143Rd St”, this site appears on the UST list (OSFM #2001219) with one registered UST. According to OSFM files, one gasoline UST was removed in July 1988. The location of the former UST was not given in OSFM files and is unknown. No further information was available in OSFM files regarding OSFM #2001219. Under the name “Peterson Mfg Co Inc” and the address “700 W 143Rd St”, this site appears on the active RCRA list (USEPA #ILD041535303). Under the name “Peterson Manufacturing Co” and the address “700 W 143rd St”, this site appears on the BOL list (IEPA #1970805007). According to IEPA files, in September 1985, Peterson Manufacturing Company registered with USEPA and IEPA as a generator of an unspecified amount of spent non-halogenated solvents. No further information was available in IEPA files regarding IEPA #1970805007. Under the name “Peterson Manufacturing Co” and the address “700 W 143Rd St”, this site appears on the TRI list (TRI #60544PTRSNBOX87). According to TRI records, Peterson Manufacturing reported air emissions of between 113 and 2,073 kg/yr (250 and 4,570 lbs/yr) of toluene between 1987 and 1990, and air emissions of 3,289 kg/yr (7,250 lbs/yr) of xylene in 1989. No further information was available in TRI records regarding TRI #60544PTRSNBOX87. Potential hazards associated with metalworking and machining include VOCs, acids, bases, cyanides, and metals. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • The contents of the drum are unknown. • Due to posted no trespassing signs, only the areas to the north of the main building were inspected. • The location of the former UST was not given in OSFM files and is unknown. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in these buildings. The following RECs were identified at this site: Former UST; evidence of chemical use; drum; air releases. The following de minimis conditions were identified at this site: Transformers; potential ACM and lead paint. Site 1809A-3 (1809-B, 1809V-2, 1809V-3). Vacant land, 24100 block of W. 143rd Street, 15 Plainfield (southwest corner of Division Street and 143rd Street; approximate Division Street stations 3397+00 LT; Attachment 2, page 1). This site is occupied by vacant land covered by tall grassy and brushy vegetation. Attachment 2, page 1, uses a late 2018 aerial photograph as its base map and does not depict the current site layout. This site is crossed by Norman Drain (Site 1809A-4). One pole-mounted transformer was observed along the west side of Division Street to the south of 143rd Street. Because this site was covered with tall grassy vegetation and brush, the site was only inspected from 143rd Street and Division Street. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1976 showed individual use; no buildings were depicted in any year. Plat maps from 1980-81 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 2018 aerial photographs, this site was occupied by a mixture of vacant grassy land and agricultural land. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Because this site was covered with tall grassy vegetation and brush, the site was only inspected from 143rd Street and Division Street. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs were identified at this site. The following de minimis conditions were identified at this site: Likely past pesticide and/or herbicide use based on former agricultural use; transformer. Site 1809A-4 (1809V-4). Norman Drain, 24100 block of W. 143rd Street and 14200 block of S. IL 59, Plainfield (northwest, southwest, and southeast quadrants of Division Street and 143rd Street; approximate Division Street station 3395+00 LT and RT; Attachment 2, page 1). This site is occupied by a stream. The stream crosses Sites 1809A-3, 1809A-5, and 1809A-12. Division Street is carried over Norman Drain on an unpainted bridge (S.N. 099-4638). According to the 2018 IEPA Illinois Integrated Water Quality report, this stretch of Norman Drain has been assessed as “fully supporting” in the categories of aquatic life and aesthetic quality, and has not been assessed in the categories of fish consumption and primary contact recreation. Under the name “Ball Foster/Plain Jar Venture”, the address “1500 N Rte 59” appears on the BOL list (IEPA #1970800004). Under the name “Ball-Foster Glass”, the address “1500 North Route 59” appears on the SRP list under the same IEPA number. According to IEPA files, this site was included in the SRP remediation boundary for a SRP investigation at Site 1809A-5 (Attachment 3, page 11). Only the information that pertains to this SRP investigation and this site will be discussed 16 below. The following information has been modified from ISGS #1809V: According to IEPA files, Ball-Foster Glass was enrolled in the SRP in 1998 as part of a larger property associated with Site 1809A-5 (see Site 1809A-5 below for details) in order to obtain a comprehensive NFR letter regarding impact in a former stormwater lagoon on Site 1809A-5 located adjacent to this site approximately 210 m (700 ft) west of Division Street and 60 m (200 ft) north of 143rd Street. According to IEPA files, prior to excavating soil on Site 1809A-5, in 1996 and 1997, several soil samples on Site 1809A-5 exceeded TACO Tier I industrial/commercial SROs for PNAs and metals. This impact was associated with the lagoon that drained to Norman Drain. During the most recent round of soil sampling at Site 1809A-5, in 1998, under the direction of Terracon, several soil samples from near the lagoon exceeded TACO Tier I industrial/commercial, migration to Class I groundwater, and construction worker SROs for various PNAs. See Site 1809A-5, below, for more information regarding soil and groundwater investigations at that site. To investigate potential outfall from the lagoon on Site 1809A-5, under the direction of Terracon, sediment samples were collected from this site in 1998. Several of the sediment samples exceeded TACO Tier 1 residential SROs for various PNAs and metals. The impacted area was located approximately 0-30 m (0-100 ft) downstream from the lagoon. To manage the impacted sediment, under the direction of Terracon, the stream was dammed and excavated in September 1999. None of the soil samples collected from the excavation exceeded TACO Tier 1 residential SROs for PNAs or metals. Based on the 1998 investigations at Site 1809A-5 and the 1999 sediment testing results at this site, IEPA issued a comprehensive NFR letter under the SRP on December 28, 1999, with the following AULs: engineering controls in the form of an asphalt barrier; groundwater use restriction; and worker safety plan (Attachment 3). All of the AULs were used due to the soil testing results on Site 1809A-5 (see Site 1809A-5 for details). In 2004, 2012, 2016, and 2018, IEPA completed inspections regarding the site’s compliance with the terms of the NFR letter. The site was in compliance. No further information was available in IEPA files for IEPA #1970800004 regarding this site. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. The following REC was identified at this site: Presence on the BOL and SRP lists (however, see above for details). 17 No de minimis conditions were identified at this site. Site 1809A-5 (342/A-15, 1809-1, 1809V-5). Commercial building, 24100 W. 143rd Street and 14110 S. IL 59, Plainfield (northwest quadrant of Division Street and 143rd Street; approximate Division Street station 3405+00 LT; Attachment 2, page 1). This site is occupied by a plastic and rubber resin distribution facility and a warehousing business (see address table for listings). One of the occupants shared an address with Site 1809A-6. This site is crossed by Norman Drain (Site 1809A-4). The four monitoring wells (MW-1 through MW-4) depicted on Attachment 4 were not present. Because trucks were parked in the vicinity of the three monitoring wells (MW-1 through MW-3) depicted on Attachment 7, the status of these monitoring wells is unknown. Although the designations are the same, the monitoring wells depicted on Attachments 4 and 7 are different. One pad-mounted transformer was observed near the northeast corner of the building. One sand mound and one mound of soil mixed with broken asphalt and concrete were observed to the west of the building. No pipeline markers were observed at this site. However, based on other natural gas pipeline markers observed in the area, one natural gas pipeline is likely present along the north side of 143rd Street, oriented east-west. During fieldwork for ISGS #1809V in 2013, one diesel AST was observed near the northeast corner of the building. This AST was not present during fieldwork for this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 2007 showed ownership by various glass manufacturing businesses. On the 1939 through 1952 aerial photographs, this site was occupied by agricultural land. On the 1961 through 1974 aerial photographs, part of the current building was present, and a lagoon was present on the south-central part of the site. On the 1983 through 1998 aerial photographs, the entire current building and the previous lagoon were present. On the 2002 through 2018 aerial photographs, the lagoon appeared to have been filled, and the site had its current appearance. The composition of the fill was described in IEPA files (see below). According to city directory information, this site was formerly associated with the address 1500 N. Division Street. In the 1976 through 1992 city directories, no listings were found. In the 1964 through 1996 IMDs, and the 1997 through 2007 city directories, various glass manufacturers were listed. In the 2010 through 2018 city directories, no listings were found. During fieldwork for ISGS #342/A in 1993, the site was occupied by a glass container manufacturer. During fieldwork for ISGS #1809 in 2009, the site was occupied by a warehousing and distribution facility. During fieldwork for ISGS #1809V in 2013, the site was occupied by a plastic and rubber resin distributor and an electronics recycling business. Under the name “Ball Foster Glass Container Co”, the address “1500 N Rte 59” appears on the inactive RCRA list (USEPA #ILD025757188). Under the name “Ball Foster/Plain Jar Venture”, the address “1500 N Rte 59” appears on the BOL list (IEPA #1970800004). Under the name “Ball- Foster Glass”, the address “1500 North Route 59” appears on the SRP list under the same IEPA number. Under the name “Ball Incon Glass Package”, the address “1500 North Rt. 59” appears three times on the LUST list (IEMA #912640, #912920, and #931021). Under the name “Ball Incon Glass Packaging Corp”, the address “1500 N Rt 59” appears on the UST list (OSFM #2019765) with nine registered USTs. Based on maps in regulatory files, this site and Sites 1809A-6 and 1809A-B were all formerly part of the same glass manufacturing plant associated with the address 1500 N. Division Street. The SRP listing was associated with Sites 1809A-4, 1809A-5, and 1809A- B. IEMA #912640 was associated with Site 1809A-5, IEMA #912920 was associated with Site 1809A-B, and IEMA #931021 was associated with Sites 1809A-5 and 1809A-B. Only the 18 information pertaining to this site will be discussed below. According to OSFM files, of the nine registered USTs, two USTs were associated with this site, one UST was associated with Site 1809A-6, five USTs were associated with Site 1809A-B, and one UST had an unknown location. One gasoline UST was removed from this site in April 1993 (see IEMA #912640, below, for a discussion of this UST). One 3,785-liter (1,000-gallon) used-oil UST located under the southeast part of the building on this site was listed as “Pre 1974”; the status of the used-oil UST is unknown. Two lube-oil USTs, one diesel UST, and one gasoline UST were removed from Site 1809A-B in April 1993; and one 3,785-liter (1,000-gallon) used-oil UST was abandoned in place on Site 1809A-B in August 1993. One heating-oil UST was removed in April 1993 from Site 1809A-6 (see IEMA #931021, under Site 1809A-6, for a discussion of this UST). One 2,082-liter (550-gallon) heating-oil UST with an unknown location was listed as “Pre 1974”; the status of the heating-oil UST is unknown, and it is unknown if this heating-oil UST was located on this site, or on Sites 1809A-6 or 1809A-B. No further information was present in OSFM files regarding OSFM #2019765. See Attachment 4 for the UST locations on this site and Site 1809A-B. According to IEPA files, in February 1992, Ball-Incon Glass Packaging Corp registered with USEPA and IEPA as a generator of more than 1,000 kg/mo (2,200 lb/mo) of toxic wastes, and wastes containing cadmium, chromium, and lead. In September 1995, Ball-Foster Glass Container Company registered with USEPA and IEPA as a generator of 100-1,000 kg/mo (220-2,200 lb/mo) of the same types of waste. In November 1995, Ball-Foster Glass Container Company registered with USEPA and IEPA as a generator of more than 1,000 kg/mo (2,200 lb/mo) of the same types of waste. No further information was available in IEPA files for IEPA #1970800004 regarding this site’s status as a waste generator. The following information has been modified from ISGS #1809V: According to IEPA files, evidence of a petroleum release was observed in the northeastern portion of the site during a 1991 environmental site assessment in the vicinity of a gasoline UST, and IEMA #912640 was issued. This environmental site assessment was conducted at the site in preparation for a property transfer. Four monitoring wells (MW-1 through MW- 4) were installed in the vicinity of the gasoline UST during the 1991 environmental site assessment. See Attachment 4 for the gasoline UST and monitoring well locations. The UST is labeled as former/existing gasoline UST because, according to IEPA files, the UST was replaced in 1991. Both of these gasoline USTs were registered as one UST in OSFM files. During fieldwork for this project, the monitoring wells were not present. In 1993, the gasoline UST was removed. Under the direction of Geraghty & Miller, Inc., in 1993, groundwater samples were collected from the four monitoring wells for BTEX analysis. Groundwater was encountered at depths ranging from 3 to 5 m (10 to 15 ft), and the groundwater flow direction was toward the south. Two of the groundwater samples exceeded cleanup objectives in effect at the time for benzene. No map showing the extent of impacted groundwater was present in IEPA files. In 1997, under the direction of Krikau, Pyles, Rysiewicz & Associates Incorporated (KPRA), several rounds of soil excavation and soil sampling were competed. Several final soil samples exceeded TACO Tier I industrial/commercial SROs for benzene. Further excavation of the impacted soil was 19 limited by a building and underground utilities. See Attachment 5 for the estimated extent of impacted soil. No additional groundwater sampling was documented in IEPA files. KPRA proposed to manage residual impact with AULs. Based on the soil results, IEPA issued an NFR letter for IEMA #912640 on April 15, 1998, with the following AULs: industrial/commercial land use restriction; worker safety plan; and engineering controls in the form of pavement or buildings (Attachment 6). No explanation was provided for the NFR letter’s inclusion of the worker safety plan AUL and the lack of AULs addressing the impacted groundwater. In February 2003 and August 2018, IEPA completed inspections regarding the site’s compliance with the terms of the NFR letter. The site was in compliance. No further information was available in IEPA files regarding IEMA #912640. The following information has been modified from ISGS #1809V: According to IEPA files, under the direction of Terracon, Inc, Ball-Foster Glass was enrolled in the SRP program on May 18, 1998, to obtain a focused NFR letter regarding potential past releases associated with a former cullet (broken or waste glass) storage area located in the central portion of adjoining Site 1809A-B approximately 400 m (1,200 ft) west of Division Street and 300 m (1,000 ft) north of 143rd Street, and a comprehensive NFR letter regarding impact in a former stormwater lagoon on this site located approximately 200 m (700 ft) west of Division Street and 60 m (200 ft) north of 143rd Street. See Attachment 3, page 11, for the remediation site boundary on this site and Site 1809A-4. Only the SRP information that pertains to this site will be discussed in this report, and the full details of the investigation of the cullet area on Site 1809A-B will not be included in this report. As part of the SRP investigation at this site, under the direction of several different site consultants, soil and groundwater investigations were completed. These investigations included several rounds of excavation and soil and sediment sampling in the lagoon area and Norman Drain (Site 1809A-4), the installation of three on-site monitoring wells, and one round of groundwater sampling. In October 1998, three monitoring wells were installed and sampled under the direction of Terracon. See Attachment 7 for the locations of the monitoring wells. Because trucks were parked in the vicinity of these monitoring wells during fieldwork for this project, the status of these monitoring wells is unknown. None of the groundwater samples exceeded Class I GROs for PNAs and metals. The depth to groundwater and the groundwater flow direction were not reported. During the most recent round of soil sampling on this site in 1998, under the direction of Terracon, several soil samples from near the lagoon exceeded TACO Tier I industrial/commercial, migration to Class I groundwater, and construction worker SROs for various PNAs. None of the soil samples exceeded TACO Tier I industrial/commercial SROs for metals. Terracon completed Tier 2 modeling to show that impacted groundwater from soil migration did not have the potential to migrate offsite or into Norman Drain. Terracon calculated site-specific Tier 2 SROs for PNAs, and determined that none of the soil samples exceeded the calculated Tier 2 SROs. No maps showing the estimated extent of impacted soil or the modeled extent of impacted groundwater were present in IEPA files. The lagoon was subsequently filled with clean fill and paved. Terracon proposed to manage residual impact with AULs. In 1998, sediment samples collected from Norman Drain (Site 1809A-4) exceeded TACO Tier 1 residential SROs for various PNA and metals. The impacted area was located approximately 0-30 20 m (0-100 ft) downstream from the lagoon. To manage the impacted sediment, under the direction of Terracon, the stream was dammed and excavated in September 1999. None of the soil samples collected from the excavation exceeded TACO Tier 1 residential SROs for PNAs or metals. Based on the 1998 and 1999 testing results, IEPA issued a comprehensive NFR letter under the SRP on December 28, 1999, with the following AULs: engineering controls in the form of an asphalt barrier; groundwater use restriction; and worker safety plan (Attachment 3). In 2004, 2012, 2016, and 2018, IEPA completed inspections regarding the site’s compliance with the terms of the NFR letter. The site was in compliance. As part of the SRP investigation for the cullet area on Site 1809A-B, under the direction of Terracon, numerous soil borings were completed on the east part of this site, near the former lagoon on this site, and on Site 1809A-B in March 1998 to establish the background level of arsenic in the area. The depth to groundwater in these soil borings was not included in IEPA files. All of the soil samples exceeded TACO Tier 1 industrial/commercial SROs for arsenic. The soil sampling results were used to establish a site-specific SRO for arsenic, and were not associated with any remedial action or AULs. No map showing the extent of arsenic-impacted soil was present in IEPA files. No further information regarding the SRP investigation at Site 1809A-B pertained to this site. No further information pertaining to this site was available in IEPA files regarding IEPA #1970800004. Under the name “Vintage Tech Llc” and the address “14110 S Rte 59”, this site appears on the active RCRA list (USEPA #ILR000170068). Under the name “Vintage Tech LLC” and the address “14110 Rte 59-A”, this site appears on the BOL list (IEPA #1970805183). These listings were associated with this site based on maps in IEPA files. According to IEPA files, in 2012, and again in 2014, Vintage Tech registered with USEPA and IEPA as a handler of greater than 5,000 kg/mo (11,000 lb/mo) per month of waste batteries. According to IEPA files, in April 2012, an inspection was completed by IEPA to determine the site’s compliance with electronic products recycling regulations. Various violations relating to electronic recycling were issued. During a followup inspection in June 2012, the violations were resolved. No further information was present in IEPA files regarding IEPA #1970805183. Under the name “VTKK LLC” and the address “14110 Rte 59-B”, this site appears on the BOL list (IEPA #1970805185). This listing was associated with this site based on maps in IEPA files. According to IEPA files, in April 2013, an inspection was completed by IEPA to determine the site’s compliance with electronic products recycling regulations. The IEPA inspector observed twelve 208-liter (55-gallon) drums containing batteries located inside the building. No violations were observed. No further information was available in IEPA files regarding IEPA #1970805185. Because the inside of the building was not inspected during fieldwork for this project, the status of the drums observed by the IEPA inspector are unknown. Under the name “Ball-Foster Glass Container Co Llc” and the address “1500 N St Rte 59”, this site appears on the TRI list (TRI #60544KRRXX1500N). According to TRI records, in 1987, Ball-Foster Glass Container Company reported air releases of 227 kg/yr (500 lb/yr) of sodium sulfate solutions. In 1987, 227 kg/yr (500 lb/yr) of sodium sulfate solution and 227 kg/yr (500 lb/yr) of sulfuric acid were transferred offsite for disposal. In 1991 and 1997, 20,641 and 92,309 kg/yr (45,505 and 20,3507 lb/yr) of chromium compounds were transferred offsite for disposal. No further information was present in TRI records regarding TRI #60544KRRXX1500N. 21 Potential hazards associated with glassworking include VOCs and metals. In both of the boreholes completed at this site for ISGS #342/A in 1993, no VOCs were detected. See ISGS #342/A for details. In one borehole completed at this site for ISGS #1809 in 2009, PNAs and metals were detected in the soil sample. See ISGS #1809 for details. No visual evidence of stressed vegetation, pits or depressions, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • Because trucks were parked in the vicinity of the three monitoring wells (MW-1 through MW-3) depicted on Attachment 7, the status of these monitoring wells is unknown. • No pipeline markers were observed at this site. However, based on other natural gas pipeline markers observed in the area, one natural gas pipeline is likely present along the north side of 143rd Street, oriented east-west. • The status of the used-oil UST is unknown. • The status of the heating-oil UST is unknown, and it is unknown if this heating-oil UST was located on this site, or on Sites 1809A-6 or 1809A-B. • Because the inside of the building was not inspected during fieldwork for this project, the status of the drums observed by the IEPA inspector are unknown. The building on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in this building. The following RECs were identified at this site: Former USTs with a documented release; potential UST(s); former AST; former monitoring wells; potential monitoring wells; evidence of former chemical use; potential drums; air releases; impacted soil and groundwater; PNAs and metals detected in previous ISGS testing. The following de minimis conditions were identified at this site: Mounding; likely natural gas pipeline; transformer; potential ACM and lead paint. Site 1809A-6 (1809-2, 1809V-6). Green T Landscape Supply, 14110 S. IL 59, Plainfield (northwest corner of Division Street and 143rd Street; approximate Division Street station 3401+00 LT; Attachment 2, page 1). This site is occupied by a landscaping supply business. This site shared an address with one of the occupants of Site 1809A-5. Open stored landscaping materials were present at the site, including numerous mulch, sand, gravel, and soil mounds. Three 22 pole-mounted transformers were observed near the southwest corner of the building. Two natural gas pipeline markers were observed along the north side of 143rd Street, on the west part of the site. Based on these pipeline markers, these markers represent one natural gas pipeline oriented east-west along the south side of the site. During fieldwork for ISGS #1809 in 2009, an AST with unknown contents was observed. No AST was present during fieldwork of this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 2007 showed ownership by various glass manufacturing businesses. On the 1939 through 1952 aerial photographs, a farmstead was present, and the rest of the site was occupied by agricultural land. On the 1961 through 2018 aerial photographs, the current commercial building was present. According to city directory information, this site was formerly associated with the address 1500 N. Division Street. In the 1976 through 1992 city directories, no listings were found. In the 1964 through 1996 IMDs, and the 1997 through 2007 city directories, various glass manufacturers were listed. In the 2010 and 2013 city directories, no listings were found. In the 2018 city directory, a landscaping supply business was listed. During fieldwork for ISGS #1809 in 2009, and for ISGS #1809V in 2013, the site was occupied by a landscaping supply business. Under the name “Ball Foster Glass Container Co”, the address “1500 N Rte 59” appears on the inactive RCRA list (USEPA #ILD025757188). Under the name “Ball Foster/Plain Jar Venture”, the address “1500 N Rte 59” appears on the BOL list (IEPA #1970800004). Under the name “Ball- Foster Glass”, the address “1500 North Route 59” appears on the SRP list under the same IEPA number. Under the name “Ball Incon Glass Package”, the address “1500 North Rt. 59” appears three times on the LUST list (IEMA #912640, #912920, and #931021). Under the name “Ball Incon Glass Packaging Corp”, the address “1500 N Rt 59” appears on the UST list (OSFM #2019765) with nine registered USTs. Based on maps in regulatory files, this site and Sites 1809A-5 and 1809A-B were all formerly part of the same glass manufacturing plant associated with the address 1500 N. Division Street. The SRP listing was associated with Sites 1809A-4, 1809A-5, and 1809A- B. IEMA #912640 was associated with Site 1809A-5, IEMA #912920 was associated with Site 1809A-B, and IEMA #931021 was associated with Sites 1809A-5 and 1809A-B. Only the information pertaining to this site will be discussed below. According to OSFM files, of the nine registered USTs, one UST was associated with this site, two USTs were associated with Site 1809A-5, five USTs were associated with Site 1809A-B, and one UST had an unknown location. One heating-oil UST was removed in April 1993 from this site (see IEMA #931021, below, for a discussion of this UST). One 2,082-liter (550-gallon) heating-oil UST with an unknown location was listed as “Pre 1974”; the status of the heating-oil UST is unknown, and it is unknown if this heating-oil UST was located on this site, or on Sites 1809A-5 or 1809A-B. One gasoline UST was removed from Site 1809A-5 in April 1993 (see IEMA #912640, under Site 1809A-5, for a discussion of this UST). One 3,785-liter (1,000-gallon) used-oil UST located on Site 1809A-5 was listed as “Pre 1974”. Two lube-oil USTs, one diesel UST, and one gasoline UST were removed from Site 1809A-B in April 1993; and one 3,785-liter (1,000-gallon) used-oil UST was abandoned in place on Site 1809A-B in August 1993. No further information was present in OSFM files regarding OSFM #2019765. See Attachment 8 for the former UST location associated with this site. According to IEPA files, in February 1992, Ball-Incon Glass Packaging Corp registered with USEPA 23 and IEPA as a generator of more than 1,000 kg/mo (2,200 lb/mo) of toxic wastes, and wastes containing cadmium, chromium, and lead. In September 1995, Ball-Foster Glass Container Company registered with USEPA and IEPA as a generator of 100-1,000 kg/mo (220-2,200 lb/mo) of the same types of waste. In November 1995, Ball-Foster Glass Container Company registered with USEPA and IEPA as a generator of more than 1,000 kg/mo (2,200 lb/mo) of the same types of waste. No further information was available in IEPA files for IEPA #1970800004 regarding this site’s status as a waste generator. The following information has been modified from ISGS #1809V: According to a 45-Day Report by Heritage Remediation/Engineering, Inc. dated July 30, 1993, a release was documented during the removal of two new-oil USTs from one UST basin on April 21, 1993, and one gasoline UST, one diesel UST, and one heating-oil UST from three different UST basins on April 23, 1993. As a result, IEMA #931021 was issued. The heating-oil UST was located in the northeastern corner of this site. However, the new- oil USTs and the gasoline UST were located in the eastern one-tenth of Site 1809A-B, and the diesel UST was located along the north-central side of Site 1809A-B. See Attachment 4 for the former UST locations on Site 1809A-B, and Attachment 8 for the former UST location on this site. Under the direction of Krikau, Pyles, Rysiewicz & Associates Incorporated (KPRA), two rounds of soil excavation and sampling from the excavation were completed on this site and Site 1809A-B in 1997. During the most recent round of soil sampling, none of the soil samples on either site exceeded TACO Tier I industrial/commercial SROs for BTEX or PNAs. Groundwater was not encountered in any of the excavations. Based on this information, IEPA issued an NFR letter for IEMA 931021 on October 29, 1997, with no AULs (Attachment 9). This NFR letter covered both this site and Site 1809A-B. No further information pertaining to this site was available in IEPA files regarding IEPA #1970800004 or IEMA #931021. Potential hazards associated with glassworking include VOCs and metals. In both of the boreholes completed at this site for ISGS #1809 in 2009, PNAs and metals were detected in the soil samples. See ISGS #1809 for details. No visual evidence of stressed vegetation, pits or depressions, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, drums, chemical containers, monitoring wells, solid waste, non- petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • The contents of the AST observed for ISGS #1809 in 2009 are unknown. • The status of the heating-oil UST is unknown, and it is unknown if this heating-oil UST was located on this site, or on Sites 1809A-5 or 1809A-B. The building on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 24 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in this building. The following RECs were identified at this site: Presence on the SRP list (however, see above for details); former UST with a documented release; potential UST; former AST; evidence of former chemical use; PNAs and metals detected in previous ISGS testing. The following de minimis conditions were identified at this site: Mounding; natural gas pipeline; transformers; potential ACM and lead paint. Site 1809A-7 (1809-D). Crosswinds Church, 14360 S. IL 59, Plainfield (southwest quadrant of Division Street and 143rd Street; approximate Division Street station 3393+50 LT; Attachment 2, page 1). This site is occupied by a church. One pad-mounted transformer was observed to the north of the building, and one pole-mounted transformer was observed near the southeast corner of the site. A transmission tower was present to the west of the building. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1976 showed individual use; no buildings were depicted in any year. Plat maps from 1980-81 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 1952 aerial photographs, this site was occupied by agricultural land. On the 1961 through 1983 aerial photographs, a small commercial building (different from the current building) was present. On the 1988 through 1998 aerial photographs, part of the current commercial building was present. On the 2002 through 2018 aerial photographs, the entire current building was present. According to city directory information, this site was formerly associated with the address 1400 N. Division Street. In the 1976 city directory, no listings were found. In the 1981 through 2007 city directories, various village offices were listed. In the 2010 and 2013 city directories, a dispatch and communication center was listed. In the 2018 city directory, no listings were found. During fieldwork for ISGS #1809 in 2009, the building was vacant. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. The building on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in this building. No RECs were identified at this site. The following de minimis conditions were identified at this site: Transformers; potential ACM and lead paint. 25 Site 1809A-8. ROW, 14200-14300 blocks of S. IL 59, Plainfield (intersection of Division Street and 143rd Street; approximate Division Street station 3399+00 LT and RT; Attachment 2, page 1). This site is occupied by the intersection of Division Street and 143rd Street. Plat maps from 1862 through 2007 showed an intersection at the current location. On the 1939 through 2018 aerial photographs, the current intersection was present. Under the name “Unknown”, the address “Rt.30 And Rt.59” appears on the IEMA non-LUST list (IEMA #830144). US 30 and IL 59 intersect at two locations in Plainfield, at this site and approximately 1.9 km (1.2 mi) south of this site. It is unknown if the release occurred at this intersection or the other intersection of US 30 and IL 59. According to OER files, on March 11, 1983, approximately 80 liters (20 gallons) of spilled diesel was discovered at the intersection. The cause and source of the release were unknown. IDOT applied sand to the spilled material. An unknown amount of diesel entered the storm sewer. No further information was available in OER files regarding IEMA #830144. No evidence of a spill was observed during fieldwork for this project. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • It is unknown if IEMA #830144 occurred at this intersection or the other intersection of US 30 and IL 59. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. The following REC was identified at this site: Potential spill. No de minimis conditions were identified at this site. Site 1809A-9 (342/A-14, 1809-A, 1809V-A). Chicago Bridge & Iron, 14105-14111 S. IL 59, Plainfield (northeast quadrant of Division Street and 143rd Street; approximate Division Street station 3409+00 RT; Attachment 2, page 1). This site is occupied by a research and development center for a metal product manufacturer. The insulation development department was housed in a separate building with a separate address (see address table for listings). Site features included the main building, the insulation department building, and several storage buildings, including one that appeared to be a former AST converted into a building. On the southeast part of the site, six 208-liter (55-gallon) drums with unknown contents, and an AST with unknown contents were observed. A generator with an associated fuel AST was observed near the midpoint of the east side of the main building. One pad-mounted transformer was observed to the northwest of the insulation department building. Four natural gas pipeline markers were observed along Division Street, one to the north of the central entrance driveway, one to the south of the central entrance driveway, and two to the north of the southern entrance driveway. Based on other pipeline markers in the area, these markers represent one natural gas pipeline oriented north-south along 26 the west side of the site. Because the area to the east of the insulation department building was fenced for authorized personnel only, this area was only inspected from the fence line. Plat maps from 1862 through 1957 showed individual use; no buildings were depicted in any year. The plat map from 1966 showed this site as part of undifferentiated Plainfield. Plat maps from 1972 through 2003 showed ownership by Chicago Bridge & Iron Company. Plat maps from 2005 and 2007 showed ownership by real estate and development companies. On the 1939 through 1952 aerial photographs, this site was occupied by agricultural land. On the 1961 through 1988 aerial photographs, several of the current buildings were present, and the rest of the site was occupied by agricultural land. On the 1993 through 2018 aerial photographs, all of the current buildings were present, and the site had its current appearance. According to city directory information, this site was formerly associated with the address 1501 N. Division Street. In the 1976 through 1982 city directories, no listings were found. In the 1987 through 2018 city directories, and the 1996 through 2017 IMDs, the current metal fabricator was listed. According to information in IEPA files, this site was occupied by a glass research center from 1959 through 1963, and the current occupant beginning in 1967. During fieldwork for ISGS #342/A in 1993, and for ISGS#1809 in 2008, the current occupant was present. Under the name “CBI Research Corporation” and the address “1501 North Division Street”, this site appears on the archived SEMS list (USEPA #ILD082939588). Under the name “Chicago Bridge And Iron Co” and the address “Rte 59”, this site appears on the inactive RCRA CORRACTS list (USEPA #ILD082939588). Under the name “CBI Research Corp” and the address “1501 N Division”, this site appears on the BOL list (IEPA #1970800003). According to IEPA files, in November 1980, and again in February 1988, Chicago Bridge and Iron Company registered with USEPA and IEPA as a generator of an unspecified amount of ignitable and corrosive wastes, spent halogenated solvents, spent non-halogenated solvents, and wastes containing chrome shavings, brucine, sodium azide, sodium cyanide, acetaldehyde, acetone, aniline, benzene, benzidine, methyl bromide, chloroform, ethyl acetate, formic acid, hydrofluoric acid, hydrogen sulfide, isobutyl alcohol, maleic anhydride, mercury, methanol, methyl ethyl ketone, methyl isobutyl ketone, nitrobenzene, phenol, phthalic anhydride, pyridine, tetrahydrofuran, thiourea, toluene, toluene diisocyanate, methyl chloroform, and xylene. Numerous RCRA inspections were completed by IEPA between 1982 and 1993. During these inspections, up to 28 drums and one AST containing hazardous and special wastes were observed. See the discussion of the solid waste management units (SWMU), below, for more information on the AST and drum storage locations. During fieldwork for this project, only six drums were observed, and the AST was not present. No further information was available in IEPA files for IEPA #1970800003 regarding this site’s status as a waste generator. The following information has been modified from ISGS #1809V: USEPA files contained a Preliminary Assessment/Visual Site Inspection (dated December 8, 1992) conducted by PRC Environmental Management Incorporated for the USEPA. The report stated that the facility occupied 53 hectares (130 acres) and that no manufacturing or production occurs at this facility. Most chemical raw materials were stored in the inactive wet laboratory. These were in small amounts and stored in glass jars or metal containers. Raw material solvents, oils, and coolants were stored in the basement machine shop and the maintenance department. Oils and coolants were stored in 208-liter (55-gallon) steel drums. Solvents were stored in spray cans and were used for cleaning tools and other equipment associated with the construction of test models. During the visual site inspection, the following solid waste management units (SWMU) were observed: a hazardous waste 27 satellite accumulation area in the basement, a hazardous waste storage pad for drums, a hazardous waste storage tank, and an asbestos waste storage area. There was also mention of one area of concern (AOC), an aboveground tank farm, including one 70,030- liter (18,500-gallon) AST for petroleum products, one 43,532-liter (11,500- gallon) AST used to store ethylene glycol, and one 41,639-liter (11,000-gallon) AST used to store liquified natural gas (LNG). The petroleum product and LNG ASTs had not been used since 1981 and the ethylene glycol AST was emptied in 1990 and was no longer used. Hazardous wastes generated at this facility were listed as waste degreasers, waste paint, spent solvents, waste corrosives, waste oxidizers, waste flammable liquids, waste poisons, and waste compressed gas. Other items generated were machine oils and roofing tar. In a USEPA memo dated November 2000, it appeared that the site was being deferred to RCRA. See Attachment 10 for the locations of the SWMUs and the AOC. None of the ASTs associated with the SWMU or the AOC were present during fieldwork for this project. No additional information was available in IEPA or USEPA files regarding SEMS activities at this site. According to IEPA files, in 1993 and 1994, RCRA closure activities were completed for the hazardous waste storage pad and the hazardous waste storage AST (depicted at SWMU 2 and SWMU 3 on Attachment 10). These activities included washing the pad and AST, removing the AST, and several rounds of soil excavation and soil sampling. During early rounds of soil sampling, several soil samples collected from near SWMU 2 and 3 exceeded cleanup objectives in effect at the time for various VOCs, SVOCs, and metals. The impacted soil was subsequently excavated. During the most recent round of soil sampling in November 1994, none of the soil samples exceeded cleanup objectives in effect at the time for VOCs, SVOCs, and metals. On February 27, 1995, IEPA issued a letter indicating that the RCRA closure was complete. No further information was available in IEPA files regarding IEPA #1970800003. Under the name “CBI Technical Services Co.” and the address “1501 N. Division St.”, this site appears on the IEMA non-LUST list (IEMA #940042). Under the name “C.B.I. Technical Services” and the address “1501 North Division St.”, this site appears on the ERNS list (ERNS #215538). According to OER files and ERNS records, on January 6, 1994, approximately 90 liters (25 gallons) of antifreeze containing ethylene glycol was released from a cracked pipe. The material was released into a containment dike, and was cleaned up with absorbent materials and a vacuum. A contractor was hired to handle additional cleanup. No further information was available in OER files or ERNS records regarding IEMA #940042 or ERNS #215538. No evidence of a spill was observed during fieldwork for this project. Potential hazards associated with glassworking and metalworking and machining include VOCs, acids, bases, cyanides, and metals. In one borehole completed at this site for ISGS #342/A in 1993, no VOCs were detected. See ISGS #342/A for details. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, pumps or dispensers, protruding pipes, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. 28 The following data gaps were identified at this site: • The contents of the drums and one of the ASTs are unknown. • Because the area to the east of the insulation department building was fenced for authorized personnel only, this area was only inspected from the fence line. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in these buildings. The following RECs were identified at this site: ASTs; former ASTs; evidence of chemical use; drums; former drums; spill. The following de minimis conditions were identified at this site: Natural gas pipeline; transformer; potential ACM and lead paint. Site 1809A-10 (1809V-2). Vacant land, 14100-14300 blocks of S. IL 59, Plainfield (northeast quadrant of Division Street and 143rd Street; approximate Division Street station 3403+00 RT; Attachment 2, page 1). This site is occupied by vacant land covered by dense grassy vegetation. Attachment 2, page 1, uses a late 2018 aerial photograph as its base map and does not depict the current site layout. No pipeline markers were observed at this site. However, based on other natural gas pipeline markers observed in the area, one natural gas pipeline is likely present along the east side of Division Street, oriented north-south. Because the site was covered in dense grassy vegetation, the site was only inspected from Division Street. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1976 showed individual use; no buildings were depicted in any year. Plat maps from 1980-81 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 2018 aerial photographs, this site was occupied by agricultural land. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • No pipeline markers were observed at this site. However, based on other natural gas pipeline markers observed in the area, one natural gas pipeline is likely present along the east side of Division Street, oriented north-south. • Because the site was covered in dense grassy vegetation, the site was only inspected from Division Street. 29 Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs were identified at this site. The following de minimis conditions were identified at this site: Likely past pesticide and/or herbicide use based on former agricultural use; likely natural gas pipeline. Site 1809A-11 (1809V-7). CubeSmart, 14203 S. IL 59, Plainfield (northeast corner of Division Street and 143rd Street; approximate Division Street station 3401+00 RT; Attachment 2, page 1). This site is occupied by a self-storage facility with nine storage buildings. One pole-mounted transformer was observed near the northwest corner of the site. One natural gas pipeline marker was observed near the midpoint of the site’s frontage along Division Street. Based on other pipeline markers in the area, this marker represents one natural gas pipeline oriented north-south along the west side of the site. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1980-81 showed individual use; no buildings were depicted in any year. Plat maps from 1990 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 1993 aerial photographs, this site was occupied by agricultural land. On the 1998 aerial photograph, this site was occupied by vacant land with a disturbed surface. On the 2002 through 2018 aerial photographs, all of the current commercial buildings were present. In the 1976 through 2010 city directories, no listings were found. In the 2013 and 2018 city directories, the current occupant was listed. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in these buildings. No RECs were identified at this site. The following de minimis conditions were identified at this site: Natural gas pipeline; transformer; potential ACM and lead paint. Site 1809A-12 (342/A-no site number, 1809-3, 1809V-8). Vacant land, 14200-14300 blocks of S. IL 59, Plainfield (southeast corner of Division Street and 143rd Street; approximate Division Street station 3398+00 RT; Attachment 2, page 1). This site is occupied by vacant land covered by grassy vegetation and brush. This site is crossed by Norman Drain (Site 1809A-4). One natural gas pipeline marker was observed near the northwest corner of the site. Based on other 30 pipeline markers in the area, this marker represents one natural gas pipeline oriented north-south along the west side of the site. One water pipeline marker was observed near the northwest corner of the site. No other water pipeline markers were observed in the area, and this pipeline was not mapped on NPMS. The orientation of the water pipeline is unknown. Because the site was covered in dense grassy and brushy vegetation, the site was only inspected from Division Street and the mowed area on the north part of the site. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1957 showed individual use; no buildings were depicted in any year. The plat map from 1966 showed this site as part of undifferentiated Plainfield. Plat maps from 1972 through 1990 showed ownership by McLaughlin Manufacturing Company. Plat maps from 1994 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 1962 aerial photographs, this site was occupied by vacant grassy land. On the 1973 through 2002 aerial photographs, an electrical substation was present near the northwest corner of the site, and the rest of the site was occupied by vacant grass- and tree-covered land. On the 2005 through 2018 aerial photographs, the site had its current appearance. In the 1976 through 2018 city directories, no listings were found. During fieldwork for ISGS #342/A in 1993, this site was occupied by an electrical substation. In one borehole completed at this site for ISGS #342/A in 1993, no PCBs were detected. See ISGS #342/A for details. In one borehole completed at this site for ISGS #1809 in 2009, no PCBs were detected. See ISGS #1809 for details. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • The orientation of the water pipeline is unknown. • Because the site was covered in dense grassy and brushy vegetation, the site was only inspected from Division Street and the mowed area on the north part of the site. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs were identified at this site. The following de minimis conditions were identified at this site: Natural gas pipeline; water pipeline. Site 1809A-13 (1809-C). Vacant lot, 14300 block of S. IL 59, Plainfield (southeast quadrant of Division Street and 143rd Street; approximate Division Street station 3394+50 RT; Attachment 2, page 1). This site is occupied by a vacant lot covered with tall grassy vegetation. No pipeline markers were observed at this site. However, based on other natural gas pipeline markers observed in the area, one natural gas pipeline is likely present along the east side of 31 Division Street, oriented north-south. Because the site was covered in dense grassy vegetation, the site was only inspected from Division Street. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1957 showed individual use; no buildings were depicted in any year. The plat map from 1966 showed this site as part of undifferentiated Plainfield. Plat maps from 1972 through 1990 showed ownership by McLaughlin Manufacturing Company. Plat maps from 1994 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 1952 aerial photographs, this site was occupied by a mixture of vacant grassy land and agricultural land. On the 1961 through 1974 aerial photographs, the west part of the site was occupied by a driveway and had a disturbed surface. The east part of the site was occupied by vacant grassy land. On the 1983 through 2018 aerial photographs, the entire site was occupied by vacant grassy land. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • No pipeline markers were observed at this site. However, based on other natural gas pipeline markers observed in the area, one natural gas pipeline is likely present along the east side of Division Street, oriented north-south. • Because the site was covered in dense grassy vegetation, the site was only inspected from Division Street. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs were identified at this site. The following de minimis conditions were identified at this site: Likely past pesticide and/or herbicide use based on former agricultural use; likely natural gas pipeline. Site 1809A-14. Creek, 14100-14200 blocks of S. Naperville Road, Plainfield (west side of Naperville Road between Weller Drive and Melody Lane; no stationing provided; Attachment 2, page 2). This site is occupied by an unnamed stream. Due to dense brushy vegetation surrounding the stream, this site was not inspected. This site did not appear on any of the regulatory lists checked for this project. According to the 2018 IEPA Illinois Integrated Water Quality report, this stream has not been assessed in the project area. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, 32 monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Due to dense brushy vegetation surrounding the stream, this site was not inspected. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs or de minimis conditions were identified at this site. Site 1809A-15. Vacant land, 14100-14200 blocks of S. Naperville Road, Plainfield (west side of Naperville Road between Weller Drive and Melody Lane; no stationing provided; Attachment 2, page 2). This site is occupied by vacant grass- and tree-covered land. Because this site was located between a creek and a river (Sites 1809A-14 and 1809A-16), the site was inaccessible, and was not inspected. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1957 showed individual use; no buildings were depicted in any year. The plat map from 1966 showed this site as part of undifferentiated Plainfield. Plat maps from 1972 through 2003 showed ownership by Chicago Bridge & Iron Company. Plat maps from 2005 and 2007 showed ownership by a development company. On the 1939 through 2018 aerial photographs, this site was occupied by vacant grass- and tree-covered land. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Because this site was located between a creek and a river (Sites 1809A-14 and 1809A-16), the site was inaccessible, and was not inspected. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs or de minimis conditions were identified at this site. Site 1809A-16 (1809V-9). DuPage River, 14100-14300 blocks of S. Naperville Road, Plainfield (west side of Naperville Road between Weller Drive and Melody Lane; no stationing provided; Attachment 2, page 2). This site is occupied by the DuPage River. Due to dense brushy vegetation along most of the river, this site was only inspected from Site 1809A-18. This site did not appear on any of the regulatory lists checked for this project. According to the 2018 IEPA Illinois Integrated Water Quality report, this stretch of the DuPage 33 River has been assessed as “not supporting” in the categories of aquatic life, fish consumption, and primary contact recreation. Causes of non-attainment were listed as other flow regime alterations, dissolved oxygen, phosphorus, mercury, polychlorinated biphenyls, and fecal coliform. Sources were listed as impacts from hydrostructure flow, municipal point source discharges, site clearance, urban runoff/storm sewers, atmospheric deposition of toxics, and “source unknown”. This stream has been assessed as “fully supporting in the category of aesthetic quality. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Due to dense brushy vegetation along most of the river, this site was only inspected from Site 1809A-18. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. The following REC was identified at this site: Non-attainment of water quality. No de minimis conditions were identified at this site. Site 1809A-17 (1809V-10). Residences, 14119-14218 S. Naperville Road, Plainfield (east and west sides of Naperville Road between Weller Drive and Melody Lane; approximate Naperville Road station 722+00 LT and RT; Attachment 2, page 2). This site is occupied by fourteen single-family residences and a pond. Two of the residences shared the same address and driveway at 14130 S. Naperville Road. Three pole-mounted transformers were observed along Naperville Road, one to the northeast of the residence at 14122 S. Naperville Road, one to the southeast of the southernmost residence at 14130 S. Naperville Road, and one to the south of the driveway at 14209 S. Naperville Road. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1957 showed individual use; a building was depicted on the 1862 map. Plat maps from 1966 through 2007 showed this site either as part of undifferentiated Plainfield or as part of an undifferentiated subdivision. On the 1939 through 1952 aerial photographs, this site was occupied by agricultural land. On the 1961 through 2007 aerial photographs, the current residences were gradually added over this period. On the 2008 through 2018 aerial photographs, all of the current residences were present. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non- petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. 34 No data gaps were identified at this site. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Evidence from aerial photos indicates that several of these residences were constructed before 1978. Lead paint was banned for residential use in the United States in 1978, and therefore lead paint may be present in these buildings. No RECs were identified at this site. The following de minimis conditions were identified at this site: Transformers; potential ACM and lead paint. Site 1809A-18 (1809V-11). Utility corridor, 14200-14300 blocks of S. Naperville Road, Plainfield (east and west sides of Naperville Road between Weller Drive and Melody Lane; approximate Naperville Road station 717+00 LT and RT; Attachment 2, page 2). This site is occupied by an electrical transmission corridor covered in grassy vegetation. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1966 through 2007 showed ownership by an electrical utility company. On the 1939 through 1962 aerial photographs, this site was occupied by agricultural land. On the 1973 through 2018 aerial photographs, the site had its current appearance. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs were identified at this site. The following de minimis condition was identified at this site: Likely past pesticide and/or herbicide use based on former agricultural use. Site 1809A-19 (1809V-12). Residences, 14302-14325 S. Naperville Road, Plainfield (northwest, southeast, and southwest corners of Naperville Road and Melody Lane; approximate Naperville Road station 713+00 LT; Attachment 2, page 2). This site is occupied by seven single-family residences. Two pad-mounted transformers were observed, one to the east of the residence at 14306 S. Naperville Road and one to the east of the residence at 14314 S. Naperville Road. One pole-mounted transformer was observed to the north of the driveway at 14325 S. Naperville Road. This site did not appear on any of the regulatory lists checked for this project. 35 Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. The 1957 plat map showed both individual use and small tracts without ownership information. Plat maps from 1966 through 2007 showed this site either as part of undifferentiated Plainfield or as part of an undifferentiated subdivision. On the 1939 through 1952 aerial photographs, this site was occupied by agricultural land. On the 1961 through 1974 aerial photographs, the current residences were gradually added over this period. On the 1983 through 2018 aerial photographs, all of the current residences were present. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Evidence from aerial photos indicates that at least some of these residences were constructed before 1978. Lead paint was banned for residential use in the United States in 1978, and therefore lead paint may be present in these buildings. No RECs were identified at this site. The following de minimis conditions were identified at this site: Transformers; potential ACM and lead paint. Site 1809A-20 (1809V-13). St. Mary Immaculate Cemetery, 14313 S. Naperville Road, Plainfield (northeast corner of Naperville Road and Melody Lane; approximate Naperville Road station 714+00 RT; Attachment 2, page 2). This site is occupied by a cemetery. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 2007 showed this site either as part of undifferentiated Plainfield or as part of an undifferentiated subdivision. On the 1939 through 2018 aerial photographs, the cemetery was present. On the 1955 through 2018 topographic maps, the site was labeled as a cemetery. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. 36 No RECs or de minimis conditions were identified at this site. Site 1809A-21 (1809V-14). Residences, 23302-23532 W. Cooper Drive, Plainfield (northwest and southwest quadrants of Main Street and Copper Drive; approximate Main Street station 29+00 LT; Attachment 2, page 2). This site is occupied by eighteen single-family residences. Six pole-mounted transformers were observed, one to the northwest of 23306 W. Copper Drive, one to the southwest of 23311 W. Copper Drive, one to the northwest of 23320 W. Copper Drive, one to the northeast of 23430 W. Copper Drive, one to the northeast of 23510 W. Copper Drive, and one to the northeast of 23524 W. Copper Drive. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 2007 showed this site either as part of undifferentiated Plainfield or as part of an undifferentiated subdivision. On the 1939 through 1962 aerial photographs, this site was occupied by agricultural land. On the 1973 and 1974 aerial photographs, most of the current residences were present. On the 1983 through 2018 aerial photographs, all of the current residences were present. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Evidence from aerial photos indicates that at least some of these residences were constructed before 1978. Lead paint was banned for residential use in the United States in 1978, and therefore lead paint may be present in these buildings. No RECs were identified at this site. The following de minimis conditions were identified at this site: Transformers; potential ACM and lead paint. Site 1809A-22. Vacant lot, 23300-23400 blocks of W. Main Street, Plainfield (southwest quadrant of Main Street and Copper Drive; approximate Main Street station 24+00 LT; Attachment 2, page 2). This site is occupied by a vacant grassy lot. One pole-mounted transformer was observed near the midpoint of the west side of the site. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 2007 showed this site either as part of undifferentiated Plainfield or as part of an undifferentiated subdivision. On the 1939 through 1962 aerial photographs, a farmstead was present. On the 1973 through 2017 aerial photographs, the same residence associated with the farmstead was present. On the 2018 aerial photograph, the site was occupied 37 by a vacant grassy lot. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs were identified at this site. The following de minimis condition was identified at this site: Transformer. Site 1809A-23 (1809V-15). Commercial building, 23332 W. Main Street, Plainfield (southwest quadrant of Main Street and Copper Drive; approximate Main Street station 25+50 LT; Attachment 2, page 2). This site is occupied by a vacant commercial building. A sign posted on the building indicated that the site was formerly occupied by a plumbing and heating contractor. One 114-liter (30-gallon) drum and one 76-liter (20-gallon) drum, both with unknown contents, were observed to the northwest of the building. This site did not appear on any of the regulatory lists checked for this project. During fieldwork for ISGS #1809V in 2013, three 114-liter (30-gallon) drums and one 76-liter (20- gallon) drum, all with unknown contents, were observed. Two drums were observed during fieldwork for this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 2007 showed this site either as part of undifferentiated Plainfield or as part of an undifferentiated subdivision. On the 1939 through 1962 aerial photographs, this site was occupied by agricultural land. On the 1973 through 2018 aerial photographs, the current commercial building was present. In the 1976 through 1982 city directories, no listings were found. In the 1987 through 2002 city directories, a pump business was listed. In the 2007 and 2010 city directories, no listings were found. In the 2013 city directory, an individual name was listed. In the 2018 city directory, a vacancy was listed. During fieldwork for ISGS #1809V in 2013, the commercial building was vacant. Potential hazards associated with HVAC businesses include VOCs and metals. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: 38 • The contents of both drums observed during fieldwork for this project are unknown. • The contents of the drums observed during fieldwork for ISGS #1809V are unknown. The building on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in this building. The following RECs were identified at this site: Potential former chemical use; drums; former drums. The following de minimis conditions were identified at this site: Potential ACM and lead paint. Site 1809A-24 (1809-4, 1809V-16). Residence, 23234 W. Main Street, Plainfield (northwest corner of Main Street and Copper Drive; approximate Main Street station 32+00 LT; Attachment 2, page 2). This site is occupied by a single-family residence. One pole-mounted transformer was observed along Main Street to the north of the driveway. One 208-liter (55-gallon) drum that was being used as a burn barrel was observed near the northeast side of the site. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 2007 showed this site either as part of undifferentiated Plainfield or as part of an undifferentiated subdivision. On the 1939 through 1962 aerial photographs, this site was occupied by agricultural land. On the 1973 and 1974 aerial photographs, this site was occupied by vacant grassy land. On the 1983 through 2018 aerial photographs, the current residence was present. Under the name “Schneider National Carrier”, the address “261 East Main Street” appears on the IEMA non-LUST list (IEMA #H 2002 0207). The address 261 E. Main Street was formerly associated with this site based on an interview with the resident completed for ISGS #1809 in 2009. According to IEMA records, on October 29, 2002, approximately 950-1,140 liters (250-300 gallons) of diesel was spilled from a truck due to a vehicle accident. A contractor was onsite to handle cleanup. According to an interview with the resident, completed for ISGS #1809 in 2009, the truck leaking diesel was in the front yard of the residence between the driveway and Copper Drive. No further information was available in IEMA records regarding IEMA #H 2002 0207. No evidence of a spill was observed during fieldwork for this project. In both of the boreholes completed at this site for ISGS #1809 in 2009, no VOCs were detected. See ISGS #1809 for details. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. 39 The building on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Evidence from aerial photos indicates that this residence may have been constructed before 1978. Lead paint was banned for residential use in the United States in 1978, and therefore lead paint may be present in this building. The following REC was identified at this site: Spill. The following de minimis conditions were identified at this site: Transformer; potential ACM and lead paint. Site 1809A-25 (809-1, 1809V-11). Utility corridor, 23100-23200 blocks of W. Main Street, Plainfield (southeast corner of Main Street and 143rd Street; approximate Main Street station 34+50 RT; Attachment 2, page 2). This site is occupied by an electrical transmission corridor covered in grassy vegetation. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1966 through 2007 showed ownership by an electrical utility company. On the 1939 and 1946 aerial photographs, this site was occupied by agricultural land. On the 1952 through 2018 aerial photographs, the site had its current appearance. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. No data gaps were identified at this site. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. No RECs were identified at this site. The following de minimis condition was identified at this site: Likely past pesticide and/or herbicide use based on former agricultural use. Site 1809A-26 (1809V-17). Vacant lot, 23100 block of W. Main Street, Plainfield (northeast corner of Main Street and 143rd Street; approximate Main Street station 38+00 RT; Attachment 2, page 2). This site is occupied by a vacant lot covered in dense grassy vegetation, trees, and brush. Solid waste, including household waste, carpet, landscaping waste, and a television, was observed near the driveway. Because the site was covered in dense grassy vegetation and brush, the site was only inspected from Main Street, 143rd Street, and the site’s driveway. Plat maps from 1862 through 1948 showed individual use; a building was depicted on maps from 1862 through 1909. Plat maps from 1957 through 1988 showed ownership by a sand and gravel 40 mining company. Plat maps from 1990 through 2007 showed this site as a small tract without ownership information. On the 1939 through 2015 aerial photographs, a residence was present. On the 2016 through 2018 aerial photographs, the site had its current appearance. Under the name “Speek Properties LLC”, the address “West Main St vacant lot” appears on the BOL list (IEPA #1978155064). This listing was associated with this site based on the Will County PIN included in IEPA files, and information on the Will County GIS website. According to IEPA files, in March and April 2017, IEPA completed dump inspections at this site. Solid waste consisting of fence panels and ten waste tires was observed. During a followup inspection in June 2017, the waste had been removed. In February 2019, during an IEPA dump inspection, dumped waste, including carpet, lumber, mattresses, furniture, shingles, and landscaping waste, was observed. Violations for dumping were issued. No further information was available in IEPA files regarding IEPA #1978155064. During fieldwork for this project, solid waste was present. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, lagoons or surface impoundments, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Because the site was covered in dense grassy vegetation and brush, the site was only inspected from Main Street, 143rd Street, and the site’s driveway. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. The following REC was identified at this site: Dumping. No de minimis conditions were identified at this site. Site 1809A-27 (1809-F, 1809V-18). Pure Rod & Gun Club, 23239 W. Main Street, Plainfield (southeast side of W. Main Street between 143rd Street and Penny Lane; approximate Main Street station 23+00 RT; Attachment 2, page 3). This site is occupied by a fishing and hunting club. Four commercial buildings and a pond were observed near the north corner of the site. Because of posted private property signs, a locked gate, an opaque fence along the northwest side of the site, and dense trees and brush along most of the northwest side of the site, the site was only inspected from the entrance gate and Main Street. This site did not appear on any of the regulatory lists checked for this project. During fieldwork for ISGS #1809V in 2013, one gasoline AST and one diesel AST were observed. During fieldwork for this project, the status of the ASTs observed for ISGS #1809V could not be determined due to posted private property signs, a locked gate, and an opaque fence along the northwest side of the site Plat maps from 1862 through 1941 showed individual use; no buildings were depicted in any year. Plat maps from 1948 through 1990 showed ownership by a sand and gravel mining company. Plat 41 maps from 1994 through 2007 showed ownership by a hunting and fishing club. On the 1939 and 1946 aerial photographs, a farmstead was present, and the rest of the site was occupied by agricultural land. On the 1952 aerial photograph, the previous farmstead and one commercial building (different from the current buildings) were present. The rest of the site had the appearance of an active quarry, and the mined areas on the southeast part of the site were filled with water. On the 1955 topographic map, the site was labeled as a gravel pit. On the 1961 and 1962 aerial photographs, the previous farmstead, the previous commercial building, and two of the current commercial buildings were present. The rest of the site was filled with water, and no longer appeared to be an active quarry. On the 1973 through 1988 aerial photographs, two or three of the current commercial buildings and the current docks were present, and the rest of the site was occupied by vacant tree- and water-covered land. On the 1993 through 2018 aerial photographs, all of the current buildings were present, and the site had its current appearance. In the 1976 through 1982 city directories, no listings were found. In the 1987 city directory, an individual name was listed. In the 1992 through 2007 city directories, the current occupant was listed. In the 2010 through 2018 city directories, individual names were listed. During fieldwork for ISGS #1809 in 2009, and ISGS #1809V in 2013, the current occupant was present. Potential hazards associated with the mining industry include acids, explosives, cyanide, VOCs, SVOCs, and metals. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gaps were identified at this site: • Because of posted private property signs, a locked gate, an opaque fence along the northwest side of the site, and dense trees and brush along most of the northwest side of the site, the site was only inspected from the entrance gate and Main Street. • The status of the ASTs observed for ISGS #1809V could not be determined due to posted private property signs, a locked gate, and an opaque fence along the northwest side of the site The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in these buildings. The following RECs were identified at this site: Potential ASTs; potential former chemical use. The following de minimis conditions were identified at this site: Potential ACM and lead paint. Site 1809A-28 (1809V-19). Deer Creek Recreation Club, Inc., 22823 W. 143rd Street, Plainfield (southeast corner of Main Street and 143rd Street; approximate Main Street station 35+50 42 RT; Attachment 2, page 3). This site is occupied by a fishing and hunting club with an RV park and ponds. Three commercial buildings were observed near the northeast corner of the site, and an RV park was present to the southeast of the commercial buildings. One pole-mounted transformer and one propane AST were observed to the northwest of the commercial buildings. Because of posted members-only signs, locked gates, and dense trees and brush along most of the north side of the site, the site was only inspected from the entrance gates and 143rd Street. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1941 showed individual use; a building was depicted on maps from 1862 through 1909. Plat maps from 1948 through 1990 showed ownership by a sand and gravel mining company. Plat maps from 1994 through 2007 showed ownership by a hunting and fishing club. On the 1939 and 1946 aerial photographs, a farmstead was present, and the rest of the site was occupied by agricultural land. On the 1952 aerial photograph, the previous farmstead was present, and an active quarry was present on the southwest part of the site. The rest of the site was occupied by agricultural land. On the 1955 topographic map, the site was labeled as a gravel pit. On the 1961 and 1962 aerial photographs, the previous farmstead and one of the current commercial buildings were present, and the rest of the site was occupied by an active quarry or was filled with water. On the 1973 through 1983 aerial photographs, the previous farmstead and all of the current commercial buildings were present, and the rest of the site was occupied by vacant tree- and water-covered land. On the 1988 through 2018 aerial photographs, the site had its current appearance. In the 1976 through 2007 city directories, no listings were found. In the 2010 through 2018 city directories, the current occupant was listed. Potential hazards associated with the mining industry include acids, explosives, cyanide, VOCs, SVOCs, and metals. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, stained soil or pavement, water discoloration, fill, pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Because of posted members-only signs, locked gates, and dense trees and brush along most of the north side of the site, the site was only inspected from the entrance gates and 143rd Street. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in these buildings. The following REC was identified at this site: Potential former chemical use. The following de minimis conditions were identified at this site: Transformer; potential ACM and lead paint. 43 Site 1809A-29 (1809V-20, 2278V2-27). Bass & Gill Club, 23011 W. Main Street, Plainfield (northeast quadrant of Main Street and 143rd Street; approximate Main Street station 50+00 RT; Attachment 2, page 3). This site is occupied by a private club for fishing, camping, and boating. According to the Bass & Gill website, Site 1809A-30 is also part of the club. One commercial building and a pond were visible from the entrance gate. Because of posted no trespassing signs, a locked gate, and dense trees and brush along most of the site’s perimeter, the site was only inspected from Main Street, 143rd Street, and the entrance gate. This site did not appear on any of the regulatory lists checked for this project. The following information has been modified from ISGS #2278V2: Plat maps from 1862 through 1948 showed individual use; no buildings were depicted in any year. Plat maps from 1957 through 1966 showed ownership by a gravel mining company. The plat map from 1972 showed ownership by the Bass & Gill Club. Plat maps from 1976 through 1990 showed ownership by a mining company. The plat map from 1996 showed ownership by the Bass & Gill Club. Plat maps from 2003 through 2007 showed this site as part of undifferentiated Plainfield. On the 1939 through 1952 aerial photographs, this site was occupied by agricultural land. On the 1961 and 1962 aerial photographs, the current pond, characteristic of a former quarry, was present. On the 1974 through 2018 aerial photographs, all of the current buildings were present, and the site had its current appearance. On the 1963 through 1981 topographic maps, the current pond was labeled as a gravel pit. In the 1976 through 1982 city directories, no listings were found. In the 1987 through 2018 city directories, individual names were listed. During fieldwork for ISGS #1809V in 2013, and for ISGS #2278V2 in 2018, the current occupant was present. Potential hazards associated with the mining industry include acids, explosives, cyanide, VOCs, SVOCs, and metals. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, transformers, solid waste, non-petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Because of posted no trespassing signs, a locked gate, and dense trees and brush along most of the site’s perimeter, the site was only inspected from Main Street, 143rd Street, and the entrance gate. The buildings on this site may contain friable asbestos-containing materials as a component of floor tiles, wall and pipe insulation, roof materials, patching or painting compounds, ceiling materials, or stove and furnace insulation. Lead paint was banned for residential use in the United States in 1978, but has not been banned for industrial and commercial use. Therefore lead paint may be present in these buildings. 44 The following REC was identified at this site: Potential former chemical use. The following de minimis conditions were identified at this site: Potential ACM and lead paint. Site 1809A-30 (1809V-20). Bass & Gill Club, 23000 block of W. Main Street, Plainfield (northwest corner of Main Street and 143rd Street; approximate Main Street station 50+00 LT; Attachment 2, page 3). This site is occupied by ponds and vacant tree-covered land. According to the Bass & Gill Club website, this site is part of the same private fishing, camping, and boating club located on Site 1809A-29. Several small pole-mounted transformers were observed near the midpoint of the site’s frontage along Main Street. Because of posted private property signs, and cover by water and dense trees and brush, the site was only inspected from Main Street. This site did not appear on any of the regulatory lists checked for this project. Plat maps from 1862 through 1941 showed individual use; a building was depicted on maps from 1862 through 1909. Plat maps from 1948 through 1990 showed ownership by a sand and gravel mining company. Plat maps from 1994 through 2007 showed ownership by a hunting and fishing club. On the 1939 through 1952 aerial photographs, one farmstead and one residence were present, and the rest of the site was occupied by agricultural land. On the 1961 and 1962 aerial photographs, the previous residence was present, and the rest of the site was occupied by an active quarry. On the 1963 through 1981 topographic maps, the current pond was labeled as a gravel pit. On the 1973 through 1983 aerial photographs, the previous residence was present. The quarry was no longer active and was filled with water. On the 1988 through 2018 aerial photographs, the residence was no longer present, and the site had its current appearance. In the 1976 through 2018 city directories, no listings were found. Potential hazards associated with the mining industry include acids, explosives, cyanide, VOCs, SVOCs, and metals. No visual evidence of stressed vegetation, pits or depressions, mounding or soil piles, stained soil or pavement, water discoloration, fill, storage tanks (above or underground), pumps or dispensers, protruding pipes, pipelines, drums, chemical containers, monitoring wells, solid waste, non- petroleum chemical use or storage, or unusual or noxious odors was observed at this site during a site inspection by ISGS on July 16, 2019. The following data gap was identified at this site: • Because of posted private property signs, and cover by water and dense trees and brush, the site was only inspected from Main Street. Because there are no buildings present and no evidence of fill or demolition debris was observed, asbestos-containing materials and lead paint are unlikely to be present at this site. The following REC was identified at this site: Potential former chemical use. The following de minimis condition was identified at this site: Transformers. 45 ADJOINING SITES The ISGS conducted a search of federal, state, and other environmental databases for reported environmental concerns on sites adjoining the project. For certain resources, the search distances may have been expanded when deemed applicable in the judgment of the project manager. Refer to the Appendix for complete citations for these databases and the date of update of each database. Sites along the project are listed in the preceding section. Sites adjoining the project that do not appear on regulatory databases are not included. The following sites adjoining, but not along, the project were identified. Federal records SEMS: NPL, Active, and Archived None. RCRA sites subject to corrective action (CORRACTS) None. RCRA sites – non-CORRACTS TSD None. RCRA sites – other Site 1809A-A (1809V-B). ComEd TDC454, 602 W. 143rd Street, Plainfield. USEPA #ILR000153734; IEPA #1970805167. Adjoining property to the south of Site 1809A-1 and to the north and west of Site 1809A-2 (Attachment 2, page 1). Site 1809A-B (1809V-D). Precision Pipeline, 14104 S. IL 59, Plainfield. USEPA #ILD025757188; IEPA #1970800004; OSFM #2019765; IEMA #912920 and #931021; TRI #60544KRRXX1500N. Adjoining property to the east of Site 1809A-1, to the north of Site 1809A-5, and to the west of Site 1809A-9 (Attachment 2, page 1). Site 1809A-C. TruGreen Chemlawn, 14405 S. IL 59, Plainfield. USEPA #ILR000119529; IEPA #1970805117 and #1970805135. Adjoining property to the west of Site 1809A-12 (Attachment 2, page 1). Site 1809A-D (1809-G, 1809V-E). Vulcan Construction Materials LLC, 23231 W. Main Street, Plainfield. USEPA #ILR000113282; IEPA #1970805114 and #1978205019; TRI #60544ZNGLRILRTE. Adjoining property to the east and south of Site 1809A-27 (Attachment 2, page 3). Brownfields None. Non-LUST releases Site 1809A-B (1809V-D). Precision Pipeline, 14104 S. IL 59, Plainfield. USEPA #ILD025757188; IEPA #1970800004; OSFM #2019765; IEMA #912920 and #931021; TRI #60544KRRXX1500N. Adjoining property to the east of Site 1809A-1, to the north of Site 1809A-5, and to the west of Site 1809A-9 (Attachment 2, page 1). 46 Site 1809A-D (1809-G, 1809V-E). Vulcan Construction Materials LLC, 23231 W. Main Street, Plainfield. USEPA #ILR000113282; IEPA #1970805114 and #1978205019; TRI #60544ZNGLRILRTE. Adjoining property to the east and south of Site 1809A-27 (Attachment 2, page 3). State records Leaking underground storage tanks (LUST) Site 1809A-B (1809V-D). Precision Pipeline, 14104 S. IL 59, Plainfield. USEPA #ILD025757188; IEPA #1970800004; OSFM #2019765; IEMA #912920 and #931021; TRI #60544KRRXX1500N. Adjoining property to the east of Site 1809A-1, to the north of Site 1809A-5, and to the west of Site 1809A-9 (Attachment 2, page 1). Registered underground storage tanks (UST) Site 1809A-B (1809V-D). Precision Pipeline, 14104 S. IL 59, Plainfield. USEPA #ILD025757188; IEPA #1970800004; OSFM #2019765; IEMA #912920 and #931021; TRI #60544KRRXX1500N. Adjoining property to the east of Site 1809A-1, to the north of Site 1809A-5, and to the west of Site 1809A-9 (Attachment 2, page 1). Site 1809A-E (342/A-13, 1809-E). Performance Gear Systems Inc., 14309 S. IL 59, Plainfield. IEPA #1970800009; OSFM #2001218. Adjoining property to the east of Site 1809A-7, to the west of Site 1809A-12, and to the south of Site 1809A-13 (Attachment 2, page 1). IEPA Site Remediation Program Site 1809A-B (1809V-D). Precision Pipeline, 14104 S. IL 59, Plainfield. USEPA #ILD025757188; IEPA #1970800004; OSFM #2019765; IEMA #912920 and #931021; TRI #60544KRRXX1500N. Adjoining property to the east of Site 1809A-1, to the north of Site 1809A-5, and to the west of Site 1809A-9 (Attachment 2, page 1). IEPA Bureau of Land Inventory Site 1809A-A (1809V-B). ComEd TDC454, 602 W. 143rd Street, Plainfield. USEPA #ILR000153734; IEPA #1970805167. Adjoining property to the south of Site 1809A-1 and to the north and west of Site 1809A-2 (Attachment 2, page 1). Site 1809A-B (1809V-D). Precision Pipeline, 14104 S. IL 59, Plainfield. USEPA #ILD025757188; IEPA #1970800004; OSFM #2019765; IEMA #912920 and #931021; TRI #60544KRRXX1500N. Adjoining property to the east of Site 1809A-1, to the north of Site 1809A-5, and to the west of Site 1809A-9 (Attachment 2, page 1). Site 1809A-C. TruGreen Chemlawn, 14405 S. IL 59, Plainfield. USEPA #ILR000119529; IEPA #1970805117 and #1970805135. Adjoining property to the west of Site 1809A-12 (Attachment 2, page 1). Site 1809A-D (1809-G, 1809V-E). Vulcan Construction Materials LLC, 23231 W. Main Street, Plainfield. USEPA #ILR000113282; IEPA #1970805114 and #1978205019; TRI #60544ZNGLRILRTE. Adjoining property to the east and south of Site 1809A-27 (Attachment 2, page 3). 47 Site 1809A-E (342/A-13, 1809-E). Performance Gear Systems Inc., 14309 S. IL 59, Plainfield. IEPA #1970800009; OSFM #2001218. Adjoining property to the east of Site 1809A-7, to the west of Site 1809A-12, and to the south of Site 1809A-13 (Attachment 2, page 1). Brownfields None. Non-LUST releases None. Activity and Use Limitations (including institutional controls, engineered barriers, and Highway Authority Agreements) None. Municipal records None. Tribal records There are no tribally owned lands in the state of Illinois; therefore, the checking of tribal records is not applicable for this report. ORPHAN SITES The following sites that may be in the project area appear on regulatory databases, and regulatory information was reviewed for these sites, but these sites could not be located. Regulatory records did not contain sufficient information to determine the incident location. Regulatory files for orphan sites were only reviewed if, in the judgment of the project manager, the site had a reasonable probability of being in the project area. Other orphan sites, not listed below, may be present in the project area as well. Name Address Data source Alliance Liquid Disposal Rte 30, Plainfield BOL (IEPA #1970803001) Julius Wile & Sons 143rd St, Plainfield BOL (IEPA #1970805001) Natural Gas Pipeline Co Rt 59 Po Box 188, Plainfield UST (OSFM #2020891) America Overnight Transportation Rt 59, Plainfield IEMA (IEMA #992242) Commonwealth Edison Route 59, Plainfield ERNS (ERNS #222252) 48 CONCLUSIONS (1) RECs were identified at the following sites along the project: • Site 1809A-1: Ravago. Former AST; evidence of former chemical use; drum; transformers; potential ACM and lead paint. • Site 1809A-2: NNM Peterson Manufacturing. Former UST; evidence of chemical use; drum; air releases; transformers; potential ACM and lead paint. • Site 1809A-4: Norman Drain. Presence on the BOL and SRP lists. • Site 1809A-5: Commercial building. Former USTs with a documented release; potential UST(s); former AST; former monitoring wells; potential monitoring wells; evidence of former chemical use; potential drums; air releases; impacted soil and groundwater; PNAs and metals; mounding; likely natural gas pipeline; transformer; potential ACM and lead paint. • Site 1809A-6: Green T Landscape Supply. Presence on the SRP list; former UST with a documented release; potential UST; former AST; evidence of former chemical use; PNAs and metals; mounding; natural gas pipeline; transformers; potential ACM and lead paint. • Site 1809A-8: ROW. Potential spill. • Site 1809A-9: Chicago Bridge & Iron. ASTs; former ASTs; evidence of chemical use; drums; former drums; spill; natural gas pipeline; transformer; potential ACM and lead paint. • Site 1809A-16: DuPage River. Non-attainment of water quality. • Site 1809A-23: Commercial building. Potential former chemical use; drums; former drums; potential ACM and lead paint. • Site 1809A-24: Residence. Spill; transformer; potential ACM and lead paint. • Site 1809A-26: Vacant lot. Dumping. • Site 1809A-27: Pure Rod & Gun Club. Potential ASTs; potential former chemical use; potential ACM and lead paint. • Site 1809A-28: Deer Creek Recreation Club, Inc. Potential former chemical use; transformer; potential ACM and lead paint. • Site 1809A-29: Bass & Gill Club. Potential former chemical use; potential ACM and lead paint. • Site 1809A-30: Bass & Gill Club. Potential former chemical use; transformers. (2) De minimis conditions were identified at the following sites along the project: • Site 1809A-3: Vacant land. Likely past pesticide and/or herbicide use; transformer. • Site 1809A-7: Crosswinds Church. Transformers; potential ACM and lead paint. • Site 1809A-10: Vacant land. Likely past pesticide and/or herbicide use; likely natural gas pipeline. • Site 1809A-11: CubeSmart. Natural gas pipeline; transformer; potential ACM and lead paint. • Site 1809A-12: Vacant land. Natural gas pipeline; water pipeline. • Site 1809A-13: Vacant lot. Likely past pesticide and/or herbicide use; likely natural gas pipeline. • Site 1809A-17: Residences. Transformers; potential ACM and lead paint. • Site 1809A-18: Utility corridor. Likely past pesticide and/or herbicide use. • Site 1809A-19: Residences. Transformers; potential ACM and lead paint. • Site 1809A-21: Residences. Transformers; potential ACM and lead paint. • Site 1809A-22: Vacant lot. Transformer. • Site 1809A-25: Utility corridor. Likely past pesticide and/or herbicide use. 49 (3) No RECs or de minimis conditions were identified at the following sites along the project: • Site 1809A-14: Creek. • Site 1809A-15: Vacant land. • Site 1809A-20: St. Mary Immaculate Cemetery. (4) The following properties were identified that appear on environmental databases and that are adjoining, but not along, the project: • Site 1809A-A: ComEd TDC454. RCRA, BOL. • Site 1809A-B: Precision Pipeline. RCRA, BOL, SRP, LUST, UST, IEMA, TRI. • Site 1809A-C: TruGreen Chemlawn. RCRA, BOL. • Site 1809A-D: Vulcan Construction Materials LLC. RCRA, BOL, TRI. • Site 1809A-E: Performance Gear Systems Inc. BOL, UST. (5) For the purposes of this report, the following are considered to be de minimis conditions: • Normal use of lead-based paint on exteriors and interiors of buildings and structures. • Use of asbestos-containing materials in building construction. • Transformers in normal use, unless the transformers were observed to be leaking, appear on an environmental regulatory list, or were otherwise determined to pose a hazard not related to normal use. • Agricultural use of pesticides and herbicides. In addition, most land in Illinois was under agricultural use prior to its conversion to residential, industrial, or commercial development. Pesticides, both regulated and otherwise, may have been used throughout the project area at any time. Unless specifically discussed elsewhere in this report, no information regarding past pesticide use that would be subject to enforcement action was located for this project, and such use is considered a de minimis condition. 50 ENDORSEMENTS Project Manager:Date:07/23/19 Stephanie Wagner Approved:Date:07/23/19 Anne Ellison, P.G., State of Illinois License #196-000546 51 ADDRESS LISTINGS The following addresses along the project were evaluated for this project. Addresses of sites, if any, adjoining but not along the project are not listed here; see text for discussion of these sites. Property name and address ISGS site # Parcel # Ravago 24210 W. 143rd Street, Plainfield 1809A-1 NA NNM Peterson Manufacturing 24133 W. 143rd Street, Plainfield 1809A-2 NA Vacant land 24100 block of W. 143rd Street, Plainfield 1809A-3 NA Norman Drain 24100 block of W. 143rd Street and 14200 block of S. IL 59, Plainfield 1809A-4 NA Ravago 24100 W. 143rd Street, Plainfield 1809A-5 NA Warehouse Services, Inc. 14110 S. IL 59, Plainfield 1809A-5 NA Green T Landscape Supply 14110 S. IL 59, Plainfield 1809A-6 NA Crosswinds Church 14360 S. IL 59, Plainfield 1809A-7 NA ROW 14200-14300 blocks of S. IL 59, Plainfield 1809A-8 NA Chicago Bridge & Iron 14105 S. IL 59, Plainfield 1809A-9 NA Chicago Bridge & Iron Insulation Betterment Center 14111 S. IL 59, Plainfield 1809A-9 NA Vacant land 14100-14300 blocks of S. IL 59, Plainfield 1809A-10 NA CubeSmart 14203 S. IL 59, Plainfield 1809A-11 NA Vacant land 14200-14300 blocks of S. IL 59, Plainfield 1809A-12 NA Vacant lot 14300 block of S. IL 59, Plainfield 1809A-13 NA 52 Creek 14100-14200 blocks of S. Naperville Road, Plainfield 1809A-14 NA Vacant land 14100-14200 blocks of S. Naperville Road, Plainfield 1809A-15 NA DuPage River 14100-14300 blocks of S. Naperville Road, Plainfield 1809A-16 NA Residence 14119 S. Naperville Road, Plainfield 1809A-17 NA Residence 14122 S. Naperville Road, Plainfield 1809A-17 NA Residence 14123 S. Naperville Road, Plainfield 1809A-17 NA Residence 14126 S. Naperville Road, Plainfield 1809A-17 NA Residence 14167 S. Naperville Road, Plainfield 1809A-17 NA Residence 14130 S. Naperville Road, Plainfield 1809A-17 NA Residence 14130 S. Naperville Road, Plainfield 1809A-17 NA Residence 14201 S. Naperville Road, Plainfield 1809A-17 NA Residence 14205 S. Naperville Road, Plainfield 1809A-17 NA Residence 14208 S. Naperville Road, Plainfield 1809A-17 NA Residence 14209 S. Naperville Road, Plainfield 1809A-17 NA Residence 14213 S. Naperville Road, Plainfield 1809A-17 NA Residence 14217 S. Naperville Road, Plainfield 1809A-17 NA Residence 14218 S. Naperville Road, Plainfield 1809A-17 NA Utility corridor 14200-14300 blocks of S. Naperville Road, Plainfield 1809A-18 NA 53 Residence 14302 S. Naperville Road, Plainfield 1809A-19 NA Residence 14306 S. Naperville Road, Plainfield 1809A-19 NA Residence 14310 S. Naperville Road, Plainfield 1809A-19 NA Residence 14314 S. Naperville Road, Plainfield 1809A-19 NA Residence 14319 S. Naperville Road, Plainfield 1809A-19 NA Residence 14320 S. Naperville Road, Plainfield 1809A-19 NA Residence 14325 S. Naperville Road, Plainfield 1809A-19 NA St. Mary Immaculate Cemetery 14313 S. Naperville Road, Plainfield 1809A-20 NA Residence 23302 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23305 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23306 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23311 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23312 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23319 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23320 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23326 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23402 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23406 W. Cooper Drive, Plainfield 1809A-21 NA 54 Residence 23412 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23422 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23430 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23504 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23510 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23518 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23524 W. Cooper Drive, Plainfield 1809A-21 NA Residence 23532 W. Cooper Drive, Plainfield 1809A-21 NA Vacant lot 23300-23400 blocks of W. Main Street, Plainfield 1809A-22 NA Commercial building 23332 W. Main Street, Plainfield 1809A-23 NA Residence 23234 W. Main Street, Plainfield 1809A-24 NA Utility corridor 23100-23200 blocks of W. Main Street, Plainfield 1809A-25 NA Vacant lot 23100 block of W. Main Street, Plainfield 1809A-26 NA Pure Rod & Gun Club 23239 W. Main Street, Plainfield 1809A-27 NA Deer Creek Recreation Club, Inc. 22823 W. 143rd Street, Plainfield 1809A-28 NA Bass & Gill Club 23011 W. Main Street, Plainfield 1809A-29 NA Bass & Gill Club 23000 block of W. Main Street, Plainfield 1809A-30 NA 55 INFORMATION SOURCES Website addresses listed below were accurate and active as of the date viewed or cited in the Appendix; however, websites change frequently and web addresses may be different in the future or may cease to exist entirely. Bannon-Nilles, P.L., Ousley, J.R., Krick, M., and Raymond, L. (October 1999). A directory of Illinois libraries: Historical resources for environmental site assessments. Illinois State Geological Survey Open File Series 1999-8. Bass & Gill Club website (July 18, 2019): http://www.bassandgillclub.com/bngclub/. Berg, R.C., and Kempton, J.P. (1988). Stack-unit mapping of geologic materials in Illinois to a depth of 15 meters. Illinois State Geological Survey Circular 542. GIS data produced from publication plates (1995, revised 1998). Burhans, S.H., and Van Vechten, J. (1862). Map of Will County, Illinois. Erdmann, A.L., Adomaitis, D.J., Bannon-Nilles, P.L., Kientop, G.A., and Schmidt, D.R. (2014). A manual for conducting preliminary environmental site assessments for Illinois Department of Transportation infrastructure projects. Illinois State Geological Survey Circular 585. 38 pp. Gage, F.D. (November 14, 2013). Written correspondence. U.S. Environmental Protection Agency. Geiger, J.W. (2006). Summary of former manufactured gas plants of Illinois (draft). Illinois State Geological Survey. Google Earth aerial imagery (1993, 1998, 2002, 2005-2013, 2015-2018). Haines (2002, 2007, 2010, 2013, 2018). Chicago far south suburban criss-cross directory. Haines (1976, 1981, 1982, 1987, 1992, 1997). Chicago south suburban criss-cross directory. Historicaerials.com (1939, 1946, 1952, 1961, 1962, 1973, 1974, 1988). Hixson, W.W., and Co. (1941). Plat book of Will County, Illinois. Illinois Department of Transportation Bridge Information System: http://apps.dot.illinois.gov/ bridgesinfosystem/main.aspx. Illinois Department of Transportation Site Assessment Tracking System: https://frostycap.isgs. illinois.edu/idot_extranet/default.asp. Illinois Emergency Management Agency (1972-1987). Incident database. Illinois Emergency Management Agency (July 22, 2019). Incident database: https://public.iema. state.il.us/FOIAHazmatSearch/. 56 Illinois Environmental Protection Agency, Bureau of Land (July 22, 2019). BOL database: http://epadata.epa.state.il.us/land/inventory/. Illinois Environmental Protection Agency, Bureau of Land (February 11, 2010). Brownfields database: http://epadata.epa.state.il.us/land/brownfields. Illinois Environmental Protection Agency, Bureau of Land (July 22, 2019). Groundwater ordinance: http://epadata.epa.state.il.us/land/gwordinance/municipality.asp. Illinois Environmental Protection Agency, Bureau of Land (July 22, 2019). Leaking Underground Storage Tank (LUST) database: https://www2.illinois.gov/epa/topics /cleanup-programs/bol- database/Pages/leaking-ust.aspx. Illinois Environmental Protection Agency, Bureau of Land (July 22, 2019). Site Remediation Program (SRP) database: https://www2.illinois.gov/epa/topics/cleanup-programs /bol- database /Pages/srp.aspx. Illinois Environmental Protection Agency, Bureau of Land (June 2018). State Underground Injection Control inventory, 1984-June 2018. Illinois Environmental Protection Agency, Bureau of Water, Division of Public Water Supplies, Groundwater Quality Protection Program. Well site survey report. http://dataservices .epa. illinois.gov/swap/factsheet.aspx. Illinois Environmental Protection Agency, Bureau of Water (2018). Illinois Integrated Water Quality Report and Section 303(d) List: https://www2.illinois.gov/epa/topics/water-quality/ water- shed-management/tmdls/Pages/303d-list.aspx. Illinois Environmental Protection Agency, Bureau of Water. Resource Management Mapping Service: http://www.rmms.illinois.edu/RMMS-JSAPI/. Illinois Environmental Protection Agency, Bureau of Water (2019). Source Water Assessment and Protection Program (SWAP): https://www2.illinois.gov/epa/topics/water-quality/swap/Pages /default.aspx. Illinois Environmental Protection Agency (May 16, 2019). Illinois Uniform Environmental Covenants Act (UECA) Registry: https://www2.illinois.gov/epa/topics/cleanup-programs/ueca/Pages/ registry.aspx. Illinois Environmental Protection Agency, Office of Emergency Response (1972-1987). Incident lists. Illinois State Geological Survey, Environmental Site Assessments section (2008). Summary of SEMS sites in Illinois (draft). Illinois State Geological Survey. Illinois State Geological Survey, Environmental Site Assessments section (2008). Summary of landfill sites in Illinois (draft). Illinois State Geological Survey. Illinois State Geological Survey, Environmental Site Assessments section (2008). Summary of 57 LUST sites in Illinois (draft). Illinois State Geological Survey. Illinois State Geological Survey. ILOIL Interactive Mapping System: http://maps.isgs.illinois.edu/ iloil/. Illinois State Geological Survey (2018). Online coal maps. Directory of Coal Mines in Illinois. Will County: http://isgs.illinois.edu/research/coal/maps/county. Killey, M.M., Hines, J.K., and DuMontelle, P.D. (1985). Landslide inventory of Illinois. Illinois State Geological Survey Circular 534. GIS data produced from Plate 1 (1995). Kolata, D.R. (2005). Bedrock geology of Illinois. Illinois State Geological Survey Illinois Map 14. Manufacturers’ News, Inc. (1941,1949, 1955, 1964, 1966, 1970, 1974, 1976, 1980, 1983, 1990, 1994, 1996, 2000, 2004, 2007, 2012, 2017). Illinois manufacturers directories. Miao, X., Lasemi, Z., Mikulic, D.G., and Falter, M. (2016). Directory of Illinois Mineral Producers and Maps of Extraction Sites. Illinois State Geological Survey, Circular 594. Mitchell, W.L. (1898). Snyder's real estate map of Cook, DuPage and part of Will Counties, Illinois. Mitchell, W.L. (1902). Mitchell's real estate map of Cook, DuPage, and part of Will Counties, Illinois. Mitchell, W.L. (1904). Mitchell's real estate map of Cook and DuPage Counties, and part of Will County, Illinois and northwest portion of Lake County, Indiana. National Response Center (July 14, 2019). Emergency Response Notification System (ERNS) database: http://www.nrc.uscg.mil/. News Company Joliet, The (1902). Map of Will County, Illinois. Office of the State Fire Marshal (July 22, 2019). Underground Storage Tank (UST) database: http://webapps.sfm.illinois.gov/ustsearch/Search.aspx. Ogle, G.A., and Co. (1893). Plat book of Will County, Illinois. Ogle, G.A., and Co. (1909). Standard atlas of Will County, Illinois. Pauline (January 21, 2009). Local resident. Telephone conversation. Piskin, K. (1975). Glacial drift in Illinois: Thickness and character. Illinois State Geological Survey Circular 490. GIS data produced from Plate 1 (1994, revised 1998). Rees, J.H. (1851). Map of the counties of Cook and DuPage, the east part of Kane and Kendall, and the north part of Will, State of Illinois. Rockford Map Publishers (1948, 1957, 1966, 1972, 1976, 1978, 1980-81, 1985, 1988, 1990, 1994, 1996, 2000, 2003, 2005, 2007). Plat maps, Will County, Illinois. 58 Sebek, M. (July 10, 2019). Written correspondence. Office of the State Fire Marshal. Shineldecker, C.L. (1992). Handbook of environmental contaminants: A guide for site assessment. Lewis Publishers, Inc., Chelsea, MI. Thompson Brothers and Burr (1873). Map of Will County, Illinois. USDA; Will County photomosaic (1939). USDA-NAIP; Will County photomosaic (2005, 2007, 2010, 2012, 2014, 2015). USDA-NAPP; Will County photomosaic (1998). USDA-NHAP; Will County photomosaic (1983). U.S. Department of Agriculture, Natural Resources Conservation Service web soil survey (2017). http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx. U.S. Department of Transportation, Office of Pipeline Safety (2019). Pipeline Integrity Management Mapping Application: http://www.npms.phmsa.dot.gov. U.S. Environmental Protection Agency. Asbestos ban and phaseout. https://www.epa.gov/asbestos /us-federal-bans-asbestos. U.S. Environmental Protection Agency (1982-1989). Emergency Response Notification System (ERNS) database: www.rtknet.org/erns/search.php. U.S. Environmental Protection Agency (July 18, 2019). Illinois Brownfields sites database: http://ofmpub.epa.gov/apex/cimc/f?p=cimc:68. U.S. Environmental Protection Agency (January 2017). EPA Regulated PCB Transformer Data: https://www.epa.gov/pcbs/notifications-polychlorinated-biphenyl-pcb-activities U.S. Environmental Protection Agency (May 27, 2019). Resource Conservation and Recovery Act Information (RCRAinfo) database, CORRACTS and non-CORRACTS databases: http:// www3.epa.gov/enviro/facts/rcrainfo/search.html. U.S. Environmental Protection Agency (July 22, 2019). Section Seven Tracking System: https://www.epa. gov/enviro/frs-query-page. U.S. Environmental Protection Agency. Sole Source Aquifer Protection Program: https://www.epa. gov/sites/production/files/2016-02/documents/mahomet-ssa-project-review-area-map- 20150210.pdf. U.S. Environmental Protection Agency (July 22, 2019). Superfund Enterprise Management System (SEMS) database: https://cumulis.epa.gov/supercpad/cursites/srchsites.cfm. U.S. Environmental Protection Agency (1982-2017). Toxics Release Inventory (TRI): https:// www.epa.gov/enviro/tri-search. 59 U.S. Geological Survey (2014). Earthquake Hazards Program, National Seismic Hazard Map. Peak Acceleration (% g) with 2% Probability of Exceedance in 50 Years: https://earthquake.usgs. gov/hazards/hazmaps/conterminous. U.S. Geological Survey (1955, 1963, 1974, 1981, 1994, 2012, 2015, 2018). Topographic maps, 1:24,000 (7.5-minute) series: Normantown Quadrangle: https://ngmdb.usgs.gov/ topoview /viewer/. U.S. Geological Survey (1955, 1963, 1974, 1981, 1994, 2002, 2012, 2015, 2018). Topographic maps, 1:24,000 (7.5-minute) series: Plainfield Quadrangle: https://ngmdb.usgs. gov/ topoview/viewer/. Van Vechten, J., and Snyder, L.M. (1875). Van Vechten and Snyder's real estate map of Cook and DuPage Counties, and part of Will County, Illinois and also part of Lake County, Indiana. Weibel, C.P. and Panno, S.V. (1997). Karst terrains and carbonate rocks of Illinois [map], in Karst regions of Illinois. Illinois State Geological Survey Open File Series 1997-2. Will County GIS website (July 18, 2019): https://gisapp.willcountyillinois.com/Html5Viewer/ Index.html?viewer=Data_Viewer. Wright, C. (July 16, 2019). Written correspondence. Freedom of Information Officer, Illinois Environmental Protection Agency, Bureau of Land, Springfield, Illinois. 60 APPENDIX ISGS PRELIMINARY ENVIRONMENTAL SITE ASSESSMENT CHECKLIST IDOT:P91-200-08 ISGS: 1809A City: Plainfield County:Will Location Coordinates:T36N, R9E, Sections 2-4 and 9-11 ISGS Lead:S. Wagner Task Status* Date By Original Material Copied MF 02/21/19 ALE IDOT Project Location Database – (All other projects/IDOT sites in the vicinity of the project) <Other Preliminary Environmental Site Assessments <Preliminary Site Investigations/Phase II Reports <Maintenance Facilities <Permit-Access Agreements <Draft Highway Authority Agreements/Highway Authority Agreements <Miscellaneous Sites MF MF NF NF NF MF 07/11/19 07/11/19 07/11/19 07/11/19 07/11/19 07/11/19 SAW SAW SAW SAW SAW SAW Local Collections <County <City MF MF 07/11/19 07/11/19 SAW SAW Geologic Information <ISGS Stack-Unit Map (GIS) <ISGS Glacial Drift in Illinois (GIS) <ISGS Bedrock Geology of Illinois (GIS) <USDA NRCS Soil Survey Maps <USDA NRCS Hydric Soils <USDA NRCS Prime Farmland Soils MF MF MF MF MF MF 07/11/19 07/11/19 07/11/19 07/11/19 07/11/19 07/11/19 SAW SAW SAW SAW SAW SAW Hydrogeologic Information (non-CE projects only) <IEPA Restricted Status List <IEPA SWAP-IL Public Water Supplies <ISGS Wells (GIS) <ISWS Public Water Supply Surface Water Intakes in Illinois (GIS) <Potential for Aquifer Contamination Map <Potential for Aquifer Recharge Map NA NA NA NA NA NA 07/11/19 07/11/19 07/11/19 07/11/19 07/11/19 07/11/19 SAW SAW SAW SAW SAW SAW Hydrogeologic Information (all projects) <IEPA SWAP Wellhead Protection <IEPA SWAP Fact Sheets /IEPA Well Site Survey Reports <Sole Source Aquifer Protection Program MF MF NF 07/11/19 07/11/19 07/11/19 SAW SAW SAW Historical Records <Aerial Photographs <USGS Topographic Maps <Plat Maps <Sanborn Fire Insurance Maps: Chadwyck-Healey Inc. <Sanborn Fire Insurance Maps: University Publications of America <Sanborn Fire Insurance Maps: Rascher Publishing Company <City Directories <Industrial Directories (optional) <IEPA-ISGS Summary of Former Manufactured Gas Plant Sites (GIS) <ISGS Draft SEMS Site Coverage (GIS) <ISGS Draft LUST Site Coverage (GIS) <ISGS Draft Landfill Site Coverage (GIS) MF MF MF NF NF NA MF NF NF MF MF NF 07/14/19 07/18/19 07/14/19 07/14/19 07/14/19 07/14/19 07/14/19 07/15/19 07/15/19 07/15/19 07/15/19 07/15/19 SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW 61 Task Status* Date By Federal Records <SEMS (NPL, Active, Archived) <Mercury Site Lists <RCRA CORRACTS <RCRA Non-CORRACTS TSD Facilities <RCRA (Other) <ERNS <Brownfields Sites <Toxics Release Inventory <SSTS <PCB Transformer Registration Database MF NF MF NF MF MF NF MF NF NF 07/22/19 07/15/19 07/15/19 07/15/19 07/15/19 07/22/19 07/18/19 07/15/19 07/22/19 07/15/19 SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW USEPA Information Request <Sent <Received NA NA 06/21/19 06/21/19 SAW SAW State Records <IEPA Brownfields <IEPA Bureau of Land Inventory <IEPA Illinois Water Quality Reports <IEPA LUST <IEPA Site Remediation Program <OSFM UST <IEMA non-LUST Incidents/IEPA OER lists <Activity and Use Limitations (AULs) <Groundwater Ordinances <Cook County Bridge List <IDOT Bridge List <Landfills (GIS) <State Underground Injection Control Inventory NF MF MF MF MF MF MF MF NF NA NF NF NF 07/15/19 07/22/19 07/15/19 07/22/19 07/22/19 07/22/19 07/22/19 07/15/19 07/22/19 07/15/19 07/15/19 07/15/19 07/15/19 SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW SAW IEPA BOL Information Request <Sent <Received MF MF 06/21/19 07/16/19 SAW BLH OSFM Information Request <Sent <Received MF MF 06/21/19 07/10/19 SAW SAW Local Records <Municipal Records (optional)NA 07/12/19 SAW Mining Maps and Publications <ISGS Quadrangle/County On-Line Coal Maps and Directories <ISGS Non-Coal Underground Mines <Lead Mining NF MF NA 07/11/19 07/11/19 07/11/19 SAW SAW SAW Oil and Gas Information <ISGS Oil and Gas Fields/Oil Wells (ILOIL GIS) <USDOT OPS Pipeline Integrity Management Mapping Application NF NF 07/11/19 07/11/19 SAW SAW Natural Hazards <USGS Seismic Risk Map <ISGS Landslide Inventory (GIS) <Karst Terrains and Carbonate Rocks of Illinois Maps NF NF NF 07/11/19 07/11/19 07/11/19 SAW SAW SAW * MF = Material found within search radius; NF = Nothing found within search radius; NA = Not applicable Date of Records Review Completion: July 22, 2019 62 LIST OF ATTACHMENTS 1. Project location map, ISGS #1809A. 2. Site location maps (3 pages). 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter (12 pages). 4. Sites 1809A-5 and 1809A-B. UST and monitoring well locations. 5. Site 1809A-5. Estimated extent of impacted soil. 6. Site 1809A-5. NFR letter, IEMA #912640 (8 pages). 7. Site 1809A-5. Monitoring well locations. 8. Site 1809A-6. Former UST location. 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021 (8 pages). 10. Site 1809A-9. SWMU and AOC locations. W. Copper Dr. Attachment 1. Project location map, ISGS #1809A. Project area indicated by heavy black lines. 0 0.5 10.25 Kilometers 0 0.5 10.25 Miles ±N. Golden Ln. Norman Drain US 30 / S. IL 59 / N. Division St.S. IL 59 / N. Division St.S. Naperville Rd.IL 126 / W. Main StreetUS 30 / W. 143rd St.W. 143rd St. PLAINFIELD !!!!!!!!!!!!!! ! !! ! ! !!!!!!! !!!! 1 Attachment 2, page 1. Site location map, Sites 1809A-1 through 1809A-13. All site boundaries are approximate and should not be used as actual parcel boundaries. 0 200 400100Meters 0 500 1,000250Feet ± 2 B 3 3 4 6 7 8 9 10 11 12Norman DrainUS 30 / W. 143rd St.S. IL 59 / N. Division St.US 30 / S. IL 59 / N. Division St.W. Riverwalk Ct. W. Hazelcrest Dr.DuPage River5 A E 4 12 13 C 16 Attachment 2, page 2. Site location map, Sites 1809A-14 through 1809A-26. All site boundaries are approximate and should not be used as actual parcel boundaries. 0 200 400100Meters 0 500 1,000250Feet ± 18S. Naperville Rd.17 23 26 22 24 2519IL 126 / W. Main St.14 21 15 Melody Ln. 20unnamed creekD u P a g e R i v e r W. 143rd St. W. Copper Dr. Weller D r . Attachment 2, page 3. Site location map, Sites 1809A-27 through 1809A-30. All site boundaries are approximate and should not be used as actual parcel boundaries. 0 400 800200Meters 0 1,000 2,000500Feet ± 30 D 27 28 29 N. Penny Ln.W. 135th St.S. Naperville Rd.IL 126 / W. Main St.W. 143rd St. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 1 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 2 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 3 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 4 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 5 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 6 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 7 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 8 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 9 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 10 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 11 of 12. Attachment 3. Sites 1809A-4 and 1809A-5. Comprehensive NFR letter. Page 12 of 12. Attachment 4. Sites 1809A-5 and 1809A-B. UST and monitoring well locations. Map from Geraghty & Miller, Inc. Attachment 5. Site 1809A-5. Estimated extent of impacted soil. Map from Krikau, Pyles, Rysiewicz & Associates, Inc. Not to scale. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 1 of 8. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 2 of 8. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 3 of 8. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 4 of 8. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 5 of 8. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 6 of 8. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 7 of 8. Attachment 6. Site 1809A-5. NFR letter, IEMA #912640. Page 8 of 8. Attachment 7. Site 1809A-5. Monitoring well locations. Map from Terracon. Attachment 8. Site 1809A-6. Former UST location. Map from Heritage Remediation/Engineering, Inc. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 1 of 8. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 2 of 8. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 3 of 8. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 4 of 8. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 5 of 8. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 6 of 8. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 7 of 8. Attachment 9. Sites 1809A-6 and 1809A-B. NFR letter, IEMA #931021. Page 8 of 8. Attachment 10. Site 1809A-9. SWMU and AOC locations. Map from USEPA files. Not to scale.