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HomeMy WebLinkAbout6.9 Motion to approve change order for Rand/Kensington/Route 83 Intersection Improvements Phase 1 Study in an amount not to exceed $151,322.t�.f)AAI1C 1�d'+rn�iect Subject Motion to approve change order for Rand/ Kensington/ Route 83 Intersection Improvements Studyin an amountnot toexceed Meeting Fiscal Impact Dollar Amount Budget Source Category Type Information July 6, 2021 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD - true $151,322.00 General Fund CONSENT AGENDA Consent Patrick Engineering (Patrick) is requesting an additional $151,322 for consulting services as part of the Rand -83 -Kensington Intersection Phase I Study. The Village Board initially awarded Patrick a contract for this study on April 17, 2018 in an amount of $243,124. Their initial proposal included 2,076 work hours for completion of Phase I Engineering. During the course of the study the complexity of the project has increased, the project limits have expanded, and the Illinois Department of Transportation (IDOT) has required additional items typically performed in Phase II Engineering. This has resulted in an additional 1,104 hours of work to complete Phase I Engineering. The original contract amount ($243,124) and proposed supplement amount ($151,322) totals $394,446. This represents approximately 4.7% of the current estimated construction cost of $8.4 million. Industry average for Phase I Engineering of a project with similar complexity is typically 6-8% of the construction cost. As a comparison, Phase I Engineering of the Rand -Central -Mount Prospect 1 Intersection Project was 6% of the estimated construction cost. To complete that work, the Village's consultant (Christopher B. Burke Engineering, LTD. (CBBEL)) also requested change order for additional scope identified after initial contract award. The Village Board discussed and approved a $47,817.32 change order to CBBEL at the May 21, 2019 Regular Meeting of the Village Board. Patrick is committed to completing Phase I Engineering for an amount not exceed the request for an additional $151,322. Increase in Project Complexity The original scope of work anticipated evaluating five alternative designs. However, seven primary alternative designs along with variations were ultimately developed and analyzed by Patrick. A total of thirteen alternative designs were reviewed by IDOT and the Village to determine the preferred alternative. Analysis of the additional alternative designs, performing vehicle queuing calculations, and writing a technical memorandum required by IDOT will cost $20,855 based on 164 hours of work. Expanded Project Limits The process of determining the preferred alternative design has resulted in expanded project limits. Widening IL Route 83 for dual left -turn lanes will require longer transitions north and south back to the existing pavement width. Widening Kensington Road at the Randhurst driveway to provide a left turn lane will extend the project limit further east. Widening Rand Road for a new thru lane in the northwest direction will extend the project limit further southeast. Expanding the project limits will require additional topographic survey, plan & profile plans, cross-section plans, drainage analysis, and two more Intersection Design Studies. The additional cost for this work is $92,621 based on 658 hours of work. Additional Tasks Required by IDOT IL Route 83, Rand Road, and Kensington Road east of IL Route 83 are under the jurisdiction of IDOT. Phase I Engineering concludes with completion of a Project Development Report (PDR) and requires IDOT approval. IDOT has required several tasks that typically are performed in Phase II Engineering but will be required as part of the PDR. Additional tasks include ADA ramp details, intersection sight distance analysis, 2050 design -year volume calculations, and a traffic noise study. The additional cost for this work is $37,847 based on 282 hours. 2 Table 1 below summarizes the additional compensation request for the Rand -83 - Kensington Intersection Phase I Study: Table 1 - Chancre Order Summary Item Cost Increase in Project Complexity $20,855.00 Expanded Project Limits $92,620.00 Additional Tasks Required of IDOT $37,847.00 Total $151,322.00 As Phase I Engineering is expected to be completed this fall, it is evident that additional engineering costs cannot be absorbed into the existing contract award necessitating a change order to compensate for additional services. Patrick will submit the preliminary PDR (Project Development Report) to IDOT in August 2021. IDOT approval of Phase I Engineering is anticipated in October 2021. The Village will then begin the process of retaining an engineering consulting firm to provide services for Phase II Engineering (final design) and right-of-way acquisition. Phase II is expected to begin in early 2022 with completion in late 2023. We have been awarded $800,000.00 in Surface Transportation Program (STP) funds from the Northwest Council of Mayors and applied for an additional $510,000 in Illinois Transportation Enhancement Program (ITEP) funds for this work. Staff has also requested funding for Phase II Engineering and right-of-way acquisition in the Community Investment Program (CIP). The Village will look for other grant opportunities to offset the estimated $1.6 million for Phase II Engineering and right-of-way acquisition. Construction is currently anticipated to begin in early 2024 with completion in 2025. The Rand -Central -Mount Prospect Intersection Project is anticipated to begin in early 2022 with completion in 2023. Motorists, therefore, traveling Rand Road should not experience both construction projects during the same year. VillageThe • been awarded "r •n in STP funds • / applied foran 3 additional $1.5 million in ITEP funds for construction. Staff has also requested legislative add-on grant funding for the entire cost of the project from congressional representatives. Staff will continue to look for other grant opportunities to offset the estimated $8.4 million construction cost. The table below depicts the current funding status of this project: Rand - 83 - Kensington Intersection Improvements *includes ROW appraisals/negotiations **awaiting award notification Additional information about the status of this study can be viewed at the project w e b s i t e: www.mountprospect.org/departments/public-works/village- infrastructure- projects/rand- road- route-83-kensington-road-improvements. Alternatives 1. Approve change order for Rand/Kensington/Route 83 Intersection Improvements Phase 1 Study. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board approve a change order to Patrick Engineering for additional engineering work on the Rand/Kensington/Route 83 Intersection Phase I Study in the amount of $151,322. This action will increase the project award from $243,124 to $394,446. 4 Estimated Total STP ITEP Local Cost Participation Application** Participation Phase I Preliminary $394,446.00 $0.00 $0.00 $394,446.00 Engineering Phase II Design $847,430.00 $300,000.00 $135,160.00 $4121270.00 Engineering* ROW Acquisition $ 750,000.00 $500,000.00 $375,000.00 -$125,000.00 Construction $8,474,280.00 $2,700,000.00 $113511620.00 $4,422,660.00 Construction $8471430.00 $0.00 $135,160.00 $7121270.00 Engineering TOTAL $11.313,586.00 9;3,500,000.00 S1,996.940.001!95.816.646.00 *includes ROW appraisals/negotiations **awaiting award notification Additional information about the status of this study can be viewed at the project w e b s i t e: www.mountprospect.org/departments/public-works/village- infrastructure- projects/rand- road- route-83-kensington-road-improvements. Alternatives 1. Approve change order for Rand/Kensington/Route 83 Intersection Improvements Phase 1 Study. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board approve a change order to Patrick Engineering for additional engineering work on the Rand/Kensington/Route 83 Intersection Phase I Study in the amount of $151,322. This action will increase the project award from $243,124 to $394,446. 4 ATTACHMENTS: Alternatives Tech Memo.pdf Preferred Alternative _ RK83 Phase 1. pdf supplement letter RandIL83Kensington 062930 with signature.pdf Patrick Engineering Proposal.pdf Patrick_Engineering_Cost_Proposal. pdf ENGINEERING Technical Memorandum TO: Mr. Matt Lawrie, PE Assistant Village Engineer Village of Mount Prospect FROM: Patrick Engineering Inc. (Patrick) Jeff L. Pisha, PE, PTOE Senior Project Manager (630) 795-7469 SUBJECT: Rand Road/Il 83/Kensington Road Intersections Alternatives Evaluation DATE: March 12, 2021 I. INTRODUCTION Previously, the Rand Road Corridor Plan (RRCP) was jointly funded and completed by the Regional Transportation Authority (RTA) and the Village in early 2017 as a feasibility study of general improvement needs and priorities along the Rand Road corridor from Camp McDonald Road to Central Road. The RRCP provided a framework for near-term and long- term improvement priorities, and identified the Rand Road/IL 83/Kensington Road intersections as a near-term improvement priority. Building on the planning efforts summarized in the RRCP, the Rand Road/IL 83/Kensington Road intersections Phase I Study takes a fresh look at the study area to determine an improvement plan that addresses traffic deficiencies related to congestion, mobility, safety, and pedestrian/bicycle accommodations. Some of the reoccurring concerns heard are that long back-ups at the intersections cause poor vehicular mobility. In addition, congestion causes erratic driver behavior and neighborhood cut -through traffic with associated safety concerns and pedestrian/bicycle accessibility concerns. II. PROJECT PURPOSE The purpose of the project is as follows: 1. improve safety by: a. Addressing erratic driver behavior associated with poor vehicular mobility. b. Addressing poor driver expectancy and driver confusion associated with the "oncoming traffic has longer green" situation (i.e. removing the "yellow trap"). c. Addressing vehicles being stopped within and through adjacent intersections. 6 Page 2 2. Improve pedestrian/bicycle accommodations by: a. Addressing gaps in the existing sidewalks along Rand Road and Kensington Road. b. Providing a multi -use path along one side of the Rand Road throughout the project limits. 3. Improve vehicular mobility to/from local businesses by: a. Addressing long back-ups at the intersections, which block local business's driveways. 4. Reduce vehicles "cutting through" neighborhoods by: a. Addressing intersection delay, congestion, and vehicular queueing associated with capacity constraints. III. RANGE OF ALTERNATIVES In coordination with the Village of Mount Prospect, thirteen concept alternatives have been identified for screening purposes. The range of alternatives are described below and illustrated in Appendix 1. 1. Alternative 1: Add left turn lanes on Kensington Road at its intersections with Rand Road and IL 83. Extend the existing eastbound right -turn lane on Kensington Road at IL 83 to Rand Road. Add a northbound right -turn lane on IL 83 and on Rand Road at their respective intersections with Kensington Road. Add a dedicated southbound right -turn lane on IL 83 at its intersection with Rand Road. 2. Alternative 1 A: Same improvements as described in Alternative 1 but also includes dual northbound and southbound left turn lanes on IL 83 at Rand Road. Alternative 113: Add left turn lanes on Kensington Road at its intersections with Rand Road and IL 83. Extend the existing eastbound right -turn lane on Kensington Road at IL 83 to Rand Road. Add a third northbound through lane on IL 83 at Kensington Road. Add a northbound right -turn lane on IL 83 at Kensington Road. At a second northbound and southbound left -turn lane on IL at Rand Road. Add a dedicated southbound right -turn lane on IL 83 at its intersection with Rand Road. Add a third northwest -bound through lane on Rand Road at Kensington Road and IL 83. 4. Alternative 1C: Same improvements as described in Alternative 113 but does not include a third northbound through lane on IL 83 at Kensington Road nor a second northbound left -turn lane on IL 83 at Rand Road. Alternative 2: Prohibit left turns from Kensington Road at its intersections with Rand Road and IL 83. Extend the existing eastbound right -turn lane on Kensington Road to Rand Road. Add a southbound right -turn lane on IL 83 at its intersection with Rand Road. Alternative 2A: Same improvements as described in Alternative 2 but with the addition of a northbound right -turn lane on IL 83 at Kensington Road and on Rand Road at Kensington Road. 7 Page 3 7. Alternative 3: Same improvements as described in Alternative 2 but also prohibit left turns from Rand Road. 8. Alternative 3A: Same improvements as described in Alternative 3 but with the addition of a northbound right -turn lane on IL 83 at Kensington Road and on Rand Road at Kensington Road. 9. Alternative 4: Prohibit all left turn maneuvers at the three intersections. Extend the existing eastbound right -turn lane on Kensington Road to Rand Road. Install a southbound right -turn lane on IL 83 at its intersection with Rand Road. 10. Alternative 4A: Same improvements as described in Alternative 4 but with the addition of a northbound right -turn lane on IL 83 at Kensington Road and on Rand Road at Kensington Road. 11. Alternative 5: Remove the left -turn lanes on Rand Road and Kensington Road at the project intersections. Extend the existing eastbound right -turn lane on Kensington Road to Rand Road. Install ring roads. 12. Alternative 6: Grade separation. Grade separate Rand Road from IL 83 and Kensington Road. 13, Alternative 7: Modern roundabout. A roundabout with all six legs of the three crossing roadways. IV. EVALUATION AND FINDINGS The purpose of the screening analysis is to identify any "fatal flaws" or significant impacts associated with each of the thirteen alternatives. Several "fatal flaws", which are items that cause substantial undesirable effects, have been identified by the Village and include the following: 1. Elimination of movements or lanes at the intersections. 2. Significant impacts to local businesses. 3. Significant impacts to neighborhoods. 4. Significant impacts to Village streets. 5. The addition of traffic signals. 6. "Yellow trap" phasing sequence. The first step is to screen each alternative and identify the number of "fatal flaws" or significant impacts. Table I identifies each alternative and the number of significant impacts. Table 1 is provided in Appendix 2. In summary, Alternatives 2, 2A, 3, 3A, 4, 4A, 5, 6, and 7 have the greatest number of significant impacts to the adjacent businesses, residents and right-of-way. On this basis, these alternatives were dismissed because they provide limited benefit when compared to their impacts. Alternatives 1, 1A, 1B, and 1C have been further evaluated. Tables 2A, 2B, and 2C summarize a detailed alternatives evaluation for these alternatives and is included in Appendix 3. Capacity worksheets are provided in Appendix 4. The following can be concluded: 0 Page 4 Alternatives 1 and I have the fatal flaw of not addressing the "yellow trap", a safety issue at IL 83 and Kensington with the northbound left turns. For all scenarios, including existing conditions, the southbound movement at IL 83/Kensington receives longer green time to clear the triangle. Conflict arises when a northbound left -turning vehicle at the intersection completes its turn upon seeing a yellow ball, assuming that southbound vehicles are also stopping. The shared -lane configuration in these alternatives precludes providing a protected only phase for this movement. Therefore, Alternatives 1 and IA have been eliminated. 2. Alternative 1B provides dual northbound left -turn lanes on IL 83 at Rand Road and a dedicated northbound lett-turn lane on IL 83 at Kensington Road. This allows for protected only left turns from IL 83 to Kensington (removing the "yellow trap") and provides storage for queuing vehicles turning left at Rand Road from IL 83. It is recommended that this "through" lane (an extension of the NBL lanes at IL 83 and Rand Road) have a storage and taper so that northbound vehicles shift lanes from a through lane to access it. Alternative 1B is also projected to make the following queuing improvements: a. Eastbound and westbound queues for through movements on Kensington Road are reduced with the addition of left -turn lanes providing dedicated storage for those movements. b. Northbound queues on IL 83 are significantly improved with the addition of a dedicated left -turn lane at Kensington Road and dual left -turn lanes at Rand Road. c. Southbound through queues on IL 83 are neutral or slightly longer as some green time was eliminated to serve other movements, while southbound left -turn queues are reduced with dual left -turn lanes. d. Northwest queues on Rand Road are reduced with an additional through lane, while southeast bound queues are neutral. The queuing improvements are quantitatively summarized in the Table 1. Please note that the table omits several movements that may exhibit generally neutral conditions. Table 1 — Alternative 1 Queuing Improvements 0 AM Peak Hour PVI Peak Hour SAT Peak Hour Intersection/Lane No Build 2050 Alternative 1B No Build 2050 Alternative 1B No Build 2050 Alternative IB 1L 83 at Kensington Eastbound Through #473 357 #400 241 #386 #317 Northbound Through 360 340 513 457 426 386 IL 83 at Rand Rd (US 12) Northbound Left m54 162 m#440 211 m#247 217 Northbound Through m438 68 m615 103 m475 58 Southbound Left 313 218 #429 202 #403 224 Southbound Through 497 536 #669 #683 426 453 Southeastbound Through #976 #939 590 625 574 600 Rand Rd (US 12) at Kensington 185 168 #572 #387 #453 #336 Westbound Through Northwestbound Through 548 384 #1127 #811 #772 #616 0 Page 5 Alternative 1 C the northbound approach at IL 83 and Kensington Road provides a left -turn lane, two through lanes, and a right -turn lane. At IL 83 and Rand Road, the northbound approach provides a single left -turn lane and two through lanes. Though the intersection functions similarly to Alternative IB according to the capacity analyses, the queue for heavy left -turning volumes at IL 83 and Rand Road extends south of Kensington, using one of the northbound through lanes at IL 83 and Kensington Road as a temporary storage until the lagging northbound left turn phase begins. This is not desirable. V. CONCLUSION AND RECOMMENDATION Alternatives 2, 2A, 3, 3A, 4, 4A, 5, 6, and 7 have the greatest number of significant impacts to the adjacent businesses, residents and right-of-way. On this basis, these alternatives are recommended to be dismissed because they provide limited benefit when compared to their impacts. Alternatives 1 and IA have the fatal flaw of not addressing a safety issue at IL 83 and Kensington. There is a "yellow trap" safety issue at IL 83 and Kensington due to northbound left protected/permitted turns. Therefore, Alternatives 1 and IA are recommended to be eliminated. Alternative IC results in a heavy left -turning volume or queue at IL 83 and Rand Road which extends south of Kensington Road through the intersection of Kensington Road and IL 83. This is not desirable and is recommended to be eliminated. Alternative IB removes the "yellow trap", does not have a heavy queue on IL 83, and reduces queuing on serval movements. Therefore is recommended as the preferred alternative to be carried forward. 10 APPENDIX 1 11 YL M r cfl n. r R� i� 0 N -2 AL AL M N APPENDIX 2 24 X i m m m cr O O m m c m 'u' c LU Y aj d 00 .m J c Gl � Q 16 zr v c n m m � rrrrrrrrrrrrrrrrrrrrr,,,,,,;;;; / ..................... ...... - .......................,,,,od /M�, ooa„ /i / o / i / / / r/ v „ k rrrrrrrrros, l rr...... ri ......; omvvvvvvvvv/vi r APPENDIX 3 27 C O N �L Q 0 U a� N co 4- 0 J O v 0 L 0 N R H 70OI.LO � M� ��M NOO�Lr) M N lC m0m')aOMLLo cco cc NONCOM fQ C 0 N N Q 0 LL 0 LL Q 0 U LL LL Q W U LL Q LL G J T .. �OM'o(O OI I r- 'o moor - M i d LLO000((0 NmNOMOM �+ 0 m C L d N Q O LL 0 W Q 0 M LL LL Q W U LL Q LL o J a N �0-17 Lo CANCO r --O Lq m m (D m N Lo O �O f-- N 00 (O ' OMS Lr) NO 00M C L L � N 00 Q LL O L Q G 00 LL LL Q W U LL Q LL D = J �a IL T r- (D — LO Cfl Ln M 1: Ih � O lfi (O Q — —((c LO 040) r- NOMti M M 0 C N Q o LL W QG ULLLLQW ULLQ WG J p Lf> O O^DOOM O M� OHO 0�Co0000 O 0 N Lo (7)00 ALO N = N M f` O O N d LO n 0400 I- Ln�NI�� � 0 m Zcp O LLQWQW ULLLLQW WLLQWO] O oo�ro rr�m co�covuq 4LLO N C-4 N��r-M a) LO ^ P- WD r 0 N x W U) p LLQOQO U W LL QW ULLQ W0 J C Gl C N .N C coITIAA C p 0 `r Q O O LO -0-0.0 J W � V � � � u N � � t) C O .N LL N ` C = d C = to M 0) v Y o�°�°�° °�° ami c� o0 m c d U) ar .L-- LO j L4 7 7 jp 7 M Co O O L M O O O O L (n R 'a m O O L +�+ Ow�:zw wwzwwz N W 3:(nZ 0) 0 d 0 w 0 rn N r'0 co r-: co C) 00�O�T W �Ntto 2mr0 N�N�n mm fQ C 0 N N Q Q LL U LL Q W U LL LL Q G U LL Q LL W J m O V V My (fl �O�tT CY C) T N 0') r- It �� 00 le NrNOti > to n ++ 0 m C L Q O LL U W Qo inLLLLQa ULLQLLW J a N OlzrOOMtO 00~0007 O O co- m r-- 4 ��0000 �LLO NrN�O > m n n T C L Lo N a W G LL U Q COa+ 00 LL LL G U LL Q LL LL m d IL T -� >1 Cl) (O N r LO O� LO — M O O O O T d 00 Nor (Dq -��rLLn M 0 C N Q O LL U W Q G 0 LL W Co W U LL Q LL LL J LO ._. %' C) O, T O N LO O M Cl) to N q � O rO Cl ���Mtto LO (~OOtiMI~ CO (NOTNOO � 0 m C Z O LL O W Q W W LL W Q W W LL Q LL LL J o 0 6 r'tN to 0 L 00 U-)(7?MOO LC) r": a) N(ALL)(v0 (c LO Lo0N(VCO O P- I* ON(V OM N O 00 r 0 ^ n N x W U) p LL 00 W Q 0 0 LL W Q 0 U LL Q LL LL J C a1 C N .N C ITIAA J v� d C � C p 0 c .r Q O O ++ C ltS a a O J W u u N u ` v Y o°�° cM�°�° ami c� o0 m c i R4C�j l4 7 7 7 M Co O O L M M O O O O L (n R 'a m O O L +�+ Ow�:zw owzwwz d W �(nZ d 0- 0 w 0 C 0 (n �L Q E 0 U a� N co 4- 0 N J u d i 0 M U o T Q CD N r Lq 00? 0 0' 0 1, (R N i lC N07 �N� .4,MCA co co 00� 1` Lf) ONL, mm n On C N N Q O LLUWQ❑ oLLQ❑ oWQLLW J 00 L 7 LO 000 0001 0 c ~ V N N h N CO It0) w M 0 6 I- 1` 14 O N �. r j 0 M 't^ 0)ti ' m C L d N Q O LLUWQ❑ mLLWQ❑ oLL LL Lu J Q N r�rnoo oo=Ln�c, CD c rn000r- �N((ONI m� 6)1614 "trM r ONO 9 0) n n C L L O Q O LL U W Q❑ 00 LL W Q❑ o W Q LL LL = J La d T OLf)(D)00R OLg Igco ': MO O�OIR 00-t0N 6) N Lf) � OLoLo O 00 00 � �N NM CO ^ N ^ r - M ❑ C N Q O LL U W Q❑ U LL LL Q❑ U LL Q LL W J Cl 0 N�mNO LOMNL.,j� 1�NNON N n Lf) Ln ,1-00 00 Ln ffl ^ 0 00 m O Z O LL 00 W Q❑ C] LL LL Q❑ w LL Q LL LL J o 0 c)00fN00aM r- 't MSO 0000(0LO �l LOLOLf)ItNNrN� M NCD C4 00(D S ❑ ^ N x W U) O LLQ W Q❑ O W W Q❑ ULLQLLW J C i31 C N .N C coITIAA C p 0 `r Q O O l0 a O 0 J W � V u N �� V .N L L N ` v Y o�°�°�° c �°�° ami c� o0 m c d i ar .L-- LO j L4 7 7 jp .L -- 7 M Co O O L M O O O O L (n N R 'a m O O L +�+ ww�:zw wwzwwz 0) W �(nZ N 0 d 0 w 0 0 M June 29, 2021 Matthew P. Lawrie, PE Village of Mount Prospect Department of Public Works 1700 W. Central Road Mount Prospect, IL 60056-2229 Subject: Rand Road/IL 83/Kensington Road — Phase I Supplement 1 Dear Mr. Lawrie: Patrick Engineering Inc. (PEI) is currently preparing a Phase I Study for the intersection of Rand Road/IL 83/Kensington Road. Based on the initial scope of the project, it was anticipated that several auxiliary lanes would be added given the existing constraints at the major six -legged complex intersection. However, after a rigorous identification and evaluation of alternatives, additional effort is required in order to receive Design Approval from the Illinois Department of Transportation (IDOT). Additional effort is needed in the tasks of survey, roadway plan & profiles, roadway drainage, ADA ramps, intersection sight distance, Intersection Design Studies, and cross-sections. To accomplish the additional tasks, PEI is requesting an additional $151,322, bringing the total contract amount to $394,446. Sincerely, PATRICK ENGINEERING INC. Jeff Pisha, PTOE, PE Senior Project Manager 4970 Varsity Drive, Lisle, Illinois 60532 1 800.799.7050 1 patrickengineering.com 32 23 33 :t 2:� March 9, 2018 Mr. Jeffrey Wulbecker, P.E. Village Engineer Village of Mount Prospect 1700 W. Central Road Mount Prospect, Illinois 60056 Reference: Rand Road (US 12), IL Route 83, and Kensington Road Intersection Phase I Engineering Services Dear Mr. Wulbecker: Thank you for including us on the shortlist for the Rand/IL 83/Kensington Intersection Phase I Study. We are very excited about the prospect of providing these professional engineering services for the Village of Mount Prospect (Village) on this important regional project. We feel that we would be the best choice to perform this project and bring great benefit and value to the Village for the following reasons: Our Targeted Experience ■ The staff at Patrick are experts in Phase I Engineering and have achieved 38 individual Design Approvals for Phase I Studies since mid -2008 on State and federally -funded local projects all right here in the Northeastern Illinois area (list included in Section 3). Our Project Manager, Jarrod Cebulski, previously worked at IDOT as Head of Consultant Studies where he oversaw all the consultant -prepared Phase I Studies in District One. ■ We recently completed an Access Management Plan, which included Property -to -Property Connections in a commercial area along Dundee Road in Palatine, which is very similar to what will be needed along Rand Road. ■ We recently completed an Intersection Traffic and Safety Study for the intersection of Prince Crossing Road and Hawthorne Lane for the City of West Chicago, which is similar to what will be required at the Highland Street intersections with IL 83 and Rand Road. Our IExceptliourmM Team ■ Gewalt Hamilton will provide survey, traffic counts, and traffic pattern analysis I They previously prepared an Intersection Design Study at this location to add right turn lanes along Kensington Road, so they already have survey data that will only need to be updated and they understand the area traffic patterns. ■ Sam Schwartz will provide traffic analysis and bike/ped planning I They recently analyzed this intersection and coordinated with IDOT within the last few years, which allows our team to start with this knowledge. ■ Teska Associates will lead the stakeholder outreach program I They were part of the team that prepared the Rand Road Corridor Study in 2017, so they will provide excellent continuity with the stakeholders. We have recently performed work for the Village, as part of the Downtown Traffic Study, for which we assisted in the evaluation of ways to reduce congestion and delays along Northwest Highway, which included options of extending the Metra platform and an additional potential roadway crossing of the UP Railroad. With Patrick as the Study Lead, we will be able to take a fresh look at this long -studied intersection, while at the same time benefit from the history that our subconsultants bring to our team. We appreciate this opportunity to present our proposal. Should you have any questions or require additional information, please do not hesitate to contact our proposed Project Manager, Jarrod Cebulski, PE at 630.795.7468 or jcebulski@patrickco.com. Sincerely, PATRICnK ENGINEERING INC. t�ZIA' Paul M. Lopez, PE, SE Vice President 4970 Varsity Drive, Lisle, Illinois 60532 1800.799.7050 I patrickco.com 34 Firm Overview .................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Patrick Engineering (Patrick) is a nationwide engineering, design and project management firm with a long history of success on a variety of complex infrastructure projects. Our client list includes key government agencies, private and public utilities and FORTUNE 500 companies in a broad range of industries. We focus on providing concept planning, engineering, pre -construction services, procurement of materials and construction management of heavy infrastructure projects. We accomplish this with technical experts in the fields of civil, transportation, structural, hydraulic, environmental, geotechnical, electrical engineering, relay & protection, geology, surveying, construction management, process control and GIS. Choosing Patrick means working with local professionals who understand the regulations, communities and conditions of the states in which they perform work. Patrick's team of engineers have successfully partnered with an extensive list of local regional clients on projects around the United States. Patrick has worked in all 50 states and is familiar with the tools and resources needed to add value to each project. Our commitment to our clients goes beyond each individual project and extends into the long lasting relationships we strive to maintain through our quality of work and a commitment to our client's specific needs. Our clients recognize this commitment, and that is why over 80% of Patrick's work comes from repeat business. Natfbinal II::::xpeii tise In addition to being a local partner, clients can benefit from Patrick's national experience and expertise. Patrick is a nationwide firm with more than 200 professionals located in multiple offices across the United States. The Engineering News Record (ENR) has included Patrick in its ENR Top 500 since 1993. We work with clients all across the U.S. and we understand national industry standards and practices. Progiraim & Nojecft Mona gerneint Patrick is supported by a centralized Program and Project Management Organization (PMO), which provides guidelines, standards and project management resources to a wide variety of projects. Due to Patrick's diverse experience providing engineering and construction services, our PMO team regularly supports and fully comprehends complete project lifecycles, and intimately understands how each and every project element fits into a complete and successful project. Patrick's PMO is staffed with industry experts with experience managing multi- million dollar infrastructure projects, research and development projects and complicated multi -project programs. Patrick's PMO uses the latest management tools such as Primavera P61 Primavera Contract Manager and a variety of other cost and management software tools. These tools are supported by a proven framework of procedures and collaborative web -based systems to provide efficient project start-up, constant awareness of project costs and schedule, effective process management and predictable project outcomes I PII PROP I 1, C] II DI NI D PROPIR II l' N1 11C, V I I 0V I I'M IPIP I RING, I JJC AM, CONInIN', VA I I1 JIBI I CifI`IP II I I`1I IAI. IJ^ IA I IAlf: 'J CM Ii, AND Ii]dVlIVII loll."l PII 1111/1 IM 010,110110IN IN IIIlillkINiII'AAHI IMIIIAHNI Ii II IN 11 I I I('II 1,11 WIN GIY�INY IN IJOHIBIHID W I IPIOIJ I I I I I I FI I R I ,MINIIII f) iN'i I N I U I IA II"l+I` I'.:If' G I MIP I R I'II:i IfII In ENGWIMEMIN. 35 In-House Capabilities An element of confidence. That's what you can expect when you partner with Patrick. We offer a full range of engineering and construction management services to meet the specific project needs of our clients. Our expertise in highway, bridge, railroad, multi -modal, environmental, electrical and water management engineering allows us to provide these services to a growing list of local, state and federal government agencies as well as private clients. Patrick's extensive capabilities are the elements that make us an ideal partner. Our clients can pick and choose the services that suit their project requirements. Utilized in any combination, Patrick can tailor our team to include experts in the disciplines required, providing a customized solution to your unique needs and ensuring the successful completion of your next project. Awards ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Patrick Engineering's past performance can be attested to by the high volume of our projects receiving awards in recent years, including the following: • 2017 ACEC Illinois Engineering Excellence Merit Award, Washington Street Thoroughfare Project, Lake County Division of Transportation • 2017 APWA Chicago Metro Chapter's Project of the Year, Washington Street Corridor Improvements, Lake County Division of Transportation • 2016 ACEC Illinois Engineering Excellence Merit and APWA Chicago Branch Award, Chicago Union Station Transportation Center for the City of Chicago Department of Transportation. • 2015 ACEC Illinois Engineering Excellence Merit Award, Illinois Route 47 at College Drive Intersection Project for Waubonsee Community College and Kane County Division of Transportation • 2014 ACEC Illinois Engineering Excellence Merit Award and APWA Chicago Metro Chapter - Transportation between $25-75 mil Award, James R. Rakow Road, Ackman Road to IL Route 31, McHenry County Department of Transportation and Highways • 2013 ACEC Illinois Engineering Excellence Merit Award, Narragansett Avenue, 871h Street to 79th. Street, Cook County Department of Transportation and Highways • 2013 ACEC Illinois Engineering Excellence Special Achievement Award, Structural Systems, Madison Street Viaduct over Union Station Tracks, Chicago Department of Transportation • 2012 Illinois Association of Aggregate Producers -Gold Level Rock Solid Safety Award • 2011 ASCE, Illinois Section - Civil Engineer of the Year, Daniel P. Dietzler • 2011 ASCE, Illinois Section — Private Sector Employer Recognition, Patrick Engineering • 2011 ACEC Illinois Engineering Excellence Special Achievement Award - Powerton Rail Loop, Midwest Generation, LLC • 2010 ACEC Illinois Engineering Excellence Special Achievement Award - Algonquin Road, McHenry County Highway Department • 2010 APWA Fox Valley Branch, Project of the Year -Algonquin Road, McHenry County Highway Department • 2009 ACEC Illinois Engineering Excellence Merit Award - 1-80 Interchange at Ridge Road, IDOT • 2007 ACEC Illinois Engineering Excellence Merit Award - Ronald Reagan Memorial Tollway (1-88) Mainline Roadway Widening and Reconstruction, Illinois Tollway • 2005 ACEC Illinois Engineering Excellence Merit Award — IL Route 22 Roadway Reconstruction, IDOT IIII hill I I CN II1I NI li P POPP I l',( Rf V III 0V IN IPIPIRII)IS, Irk +'k, CONInIPI',V 11111,II CCYIIII II`1IIAI If^IA IIAlf: 'J CM Ii.. PHI CI:111A11 loll'INHIVI M 101 INIIII Hill I 111111kIIIIRIVI Y1i 111111111N 11 11 IN if I I I('11 I'll ..1 IO111 N GI (JOY IIU IRCHIM 11 17 0” 11 INLI I 11111 X 91 I'. NRIIIIN U11, 1 N I U 11' 1 RIO' I.:ING 111 1111liI"IC ENGWIMC�, . 36 Project Team Patrick's experienced project team is committed to enhancing your effectiveness by delivering long-term value to your project. To accomplish this objective, we draw upon our: ■ Highly experienced, local professional staff ■ Extensive federal, state and local government background ■ Commitment to clear, consistent client communication ■ Familiarity with IDOT's requirements and expectations for federal eligibility The following organizational chart shows our proposed key project staff for Phase I improvements on the Rand -IL 83 -Kensington Project: [:lirrn IKey: 1. II Patridk En&ecring Iln . 4 Teska Assoc ates Sa1rn Sc h�Aiaru:r 11111,hill I l CCINI, I I 1 I NI li PROPIR I1 1 U Rf PA III II I NG IflI I MINIS, IM, CONIA IN,, / I I1'VIbI I OCINU II I I`1II,A, ID, I1 I IAl: l J CR1 1', II+I:II�11111U1911: NII II fd,i011,1f 1 111 INNJ 111111Ji IIII WM,t11i +IIIU0111 11 11'`11111111('IIIA,L..I ION RIF( MY,10111'I': 11O 1�1r111D u.lrltll, ,. q I VI I1MA' IN UI`H I R I'k, I'L ENGWrE�, . 37 Education Mr. Cebulski began his career in the industry in 1991, joining Patrick in 2004. He has B.S., Civil Engineering, over 26 years of professional experience in transportation engineering. He is University of Illinois at responsible for directing the activities of over 20 engineers and technicians in all phases Chicago, 1991 from preliminary engineering, through final design, to construction oversight. Jarrod Registration spent 13 years of his career at the Illinois Department of Transportation District One Licensed Professional with his last position as head of consultant studies where he oversaw the preparation Engineer: IL, WI, IN, MI, of all consultant -prepared Phase I Preliminary Engineering and Environmental Studies CO, OH, IA in the six -county region of northeastern Illinois. His current responsibilities include managing the Transportation Group and overseeing all Phase I, Traffic, and Feasibility Training/Certification Studies, Phase II Contract Plans, and Phase III construction supervision work for Highway Capacity and Transportation Projects at Patrick Engineering, encompassing all aspects, such as Operational Analysis project scoping and start-up, traffic and geometric studies, highway capacity analyses, Value Engineering Environmental Analysis traffic operations modeling, accident analyses, environmental studies and analysis, of Highway Projects agency/stakeholder coordination and public involvement, report preparation, NEPA and the preliminary cost estimates, quality assurance/quality control, project and contract Transportation management, and client relations. Jarrod is Project Director for many major highway Decision Making reconstruction studies and plans and is also a qualified Environmental Lead for Process Environmental Assessments for highway projects. Plan Format and Composition Erosion and Sediment Happ Road Corridor Study, Village of Northfield, Northfield, Illinois Control Project Manager for the Phase I study of the Happ Road corridor from Willow Road to Community Impact Winnetka Road. The project is led bythe Village in close coordination with Cook County Assessment Department of Transportation and Highways who has jurisdiction of the roadway. The Training Advisor for IDOT study is evaluating roadway and intersection alternatives to improve safety along the Context Sensitive corridor, enhance operations, provide connectivity within the community and create a Solutions sense of place within the context of the Village. The study will produce an IDOT approved Project Development Report allowing future design and construction to be Affiliations eligible for federal funding. The study includes a Public Meeting and a Public Hearing Illinois Association of Highway Engineers and coordination with a local Steering Committee comprised of community officials (IAHE) and representatives. Institute of Transportation Prince Crossing Road at Hawthorne Lane Traffic and Safety Study, City of West Chicago Engineers, Illinois Project Manager for a traffic and safety study at the intersection of Prince Crossing Road Section (ITE) and Hawthorne Lane in the City of West Chicago, Du Page County, IL. The Study addressed American Council of complaints from constituents about long delays at this two-way stop -controlled Engineering Companies intersection. It included a traffic signal warrant analysis, a multi -way stop warrant analysis, of Illinois (ACEC) a sight distance evaluation, and a collision analysis. A report was prepared to summarize American Public Works the study findings that included recommended safety countermeasures for the City to Association (APWA) American Society of Civil implement to improve the overall safety of the intersection. Engineers (ASCE) Illinois Association of Illinois Route 53/68 (Dundee Road) from US Route 12 to Kennedy Drive/Frontage Environmental Road, Illinois Department of Transportation, District One, Illinois Professions (IAEP) Project Manager for a Phase I Study for the Illinois Department of Transportation Illinois Road and (IDOT) Region One for Illinois Route 53/68 (Dundee Road) from US Route 12 (Rand Transportation Builders Road) to Kennedy Drive/Frontage Road in Cook County. This project addressed an Association (IRTBA) increased occurrence of collisions due to a high number of turning vehicles along this highly developed commercial corridor. The Study included evaluation and interpretation of crash data, Highway Safety Manual (HSM) analysis, capacity and queue length analyses, local agency coordination, and preliminary geometry. The HSM 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I I+M, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf C1:11VH lU J 111NII111I f�d11, i� 11,18 �INI NN1 111111Ji IIII 1W�011i I+IIIIo11H1 1111''11+111111('111A,L..I I�1111IF( GIn117IN: 11OHIM111D u.1P1t11, ,. q I b I1MA' I NUIPIP I R I "k, IPU. In IC WGPP.44:.CRIIN. analysis was performed to predict the safety performance of various proposed roadway conditions, which was critical in determining which improvements would have the most beneficial effect on safety along the corridor. Jarrod led coordination with the Village of Palatine to ensure all interests were considered. The scope included adding turn lanes at intersections, traffic signal modifications, and pedestrian and bicycle accommodations. The project also included a raised barrier median throughout the project limits to control access and improve safety. A Public Hearing was held for this project due to the proposed access restrictions due to the barrier median. In response to opposition received from the business community, subsequent to the hearing, a cross -access study was prepared that identified areas where access connections could be provided between adjacent commercial properties along the corridor to help improve access to the businesses under the barrier median scenario. 79th. Street, Madison Street to County Line Road, Village of Burr Ridge, Burr Ridge, Illinois Project Director for the Phase I and II engineering for the resurfacing of 79th Street from Madison Street to County Line Road. The proposed improvements included resurfacing and ADA improvements. The project also includes the replacement of deteriorated curb and sidewalk, guard rail replacement, grading and shaping drainage ditches, full -depth pavement patching, pavement markings, traffic signal detector loop installation, and traffic control during construction. Coordination with the Cook County Department of Transportation and Highways was required during this project, due to permitting needed for the replacement of County owned traffic signal detector loops. Woodward Avenue, Internationale Parkway to the 1-55 Bridge, Village of Woodridge, Woodridge, Illinois Project Manager for the Phase I and II engineering for the resurfacing of Woodward Avenue from Internationale Parkway to the 1-55 Bridge. The improvements included pavement patching and resurfacing, as well as ADA ramp improvements for an existing multi -use path. This project utilized 75% STP federal funding, and therefore was processed through the IDOT Bureau of Local Roads & Streets. The project involved inspections of the road in order to identify specific areas of improvement of the pavement, curb and gutter, multi -use path, and drainage systems. Phase I Studies for Various Highway Safety Improvement Program (HSIP) Projects, Illinois Department of Transportation, District One, Illinois Project Manager for preparing Phase I Engineering Studies for Safety Improvement Projects for Region One/District One. The general scope of work of these projects included widening and resurfacing for the addition of auxiliary turning lanes and traffic signal installations/modernizations. Tasks included highway capacity analyses, crash analyses, development of geometrics, drainage studies, structural inspections and reports, identification of proposed ROW needs, and Project Report preparation. Mount Prospect Downtown Transportation Study, Village of Mount Prospect, Mount Prospect Illinois Project Manager for the analysis of options to alleviate congestion caused by commuter trains in downtown Mount Prospect. As a subconsultant, our role was to support the traffic studies with detailed evaluation of relocating the train platforms at the Metra Station, modifications to the railroad tracks, and detailed cost estimates. The addition of a third roadway crossing in the downtown area was also investigated. We also facilitated coordination with the Union Pacific Railroad, Metra, and the ICC. 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf C1:1 IVH lU J 111NII111I f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1W�011i I+IIII 1111 11 11''11+111111('111 Al I�1111IF( GIn1 17I N:11O HIM111D u.1P1t11, ,. q I b I1"hA' I NUIPIP I R I "k, IPU. In CNGVNrCR, . 39 Education Mr. Lynch began his career with Patrick in 2001 after interning for 2 summers in Bachelor of Engineering Colorado where he assisted with site/civil design services. His experience has (B.E.)., Civil encompassed design for site/civil, building structures, drainage, transportation Engineering, Vanderbilt (Roadway, Rail and Aviation) projects and construction management. Steve spent a University, 2001 year working for Patrick's general contractor, Albin Carlson, as a site superintendent Registration for a major roadway/stormwater management project in suburban Cook County. This Licensed Professional experience reinforced the importance of evaluating potential construction logistics and Engineer: IL, MI challenges during the design phase in order to successfully complete projects efficiently and on-time. His current responsibilities included project management for Affiliations all phases of transportation related projects; preparation of bid documents including American Society of Civil plans and specifications; preparation and submittal of permit applications with IDNR, Engineers—Illinois ACOE, City of Chicago, and IDOT; and project related public involvement coordination Section with elected officials, utility owners and other project stakeholders. American Public Works Association American Council of Mount Prospect Downtown Transportation Study, Village of Mount Prospect, Mount Engineering Prospect, Illinois Companies: ACEC - Project Engineer for the analysis of options to alleviate congestion caused by Chicago Liaison commuter trains in downtown Mount Prospect. As a subconsultant, our role was to Committee support a traffic study by evaluating the concept options. The evaluation consisted of developing preliminary design and cost estimates for modifications to the roadway and Training/Certifications surrounding infrastructure to accommodate relocating the train platforms and railroad IDOT— Documentation of tracks at the Metra Station for each option. We also facilitated coordination with the Contract Quantities Union Pacific Railroad, Metra, and the ICC regarding the potential addition of a third Certification #14-0258 roadway crossing in the downtown area which was an option that we evaluated. Awards Patrick Engineering Happ Road Corridor Study, Village of Northfield, Northfield, Illinois Distinguishing Trait Deputy Project Manager for the Phase I study of the Happ Road corridor from Willow award winner for Road to Winnetka Road. The project is led by the Village in close coordination with "Willing to take Risks" - Cook County Department of Transportation and Highways who has jurisdiction of the 2014 roadway. The study is evaluated alternative to improve safety along the corridor, "Willing to Partner" - enhance operations, provide connectivity within the community and create a sense of 2012 place within the context of the Village. The Study will produce an IDOT approved "Technically Competent" —2006 Project Development Report allowing future design and construction to be eligible for Federal funding. Responsibilities: Led development of project improvement Achievements alternatives, geometric development, preparation of Technical memoranda for Cum Laude, Vanderbilt alternatives analysis, local coordination, website management, interdisciplinary University coordination, and stakeholder involvement and community outreach. Chair of the ASCE Illinois Section Younger Intersection Safety Studies, Illinois Department of Transportation, Various Locations, Member Group, District One 2007/2008 Project Engineer for Phase I Studies for Safety Improvement projects for Region One/District One as part of the Federally -funded Illinois Highway Safety Improvement Program (HSIP). The program's purpose is to reduce traffic fatalities and serious injuries on all public roads. This contract includes completing these Phase I Studies from concept identification to Design Approval. Representative locations include: ■ Illinois Route 38 at Gary's Mill Road, Du Page County ■ Illinois Route 50 (Roosevelt Road to Pershing), Cook County 11111,hill I l CCINI, I I 1 I N I l i PROPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, I1 INAl:l J CR11', Nf C1:1fA11111f lU J 111NI1,11 �:r��111, i� 11,1f l �IN INNJ 111111Ji IIII 1W�011i I+IIIIA11111 11 11'' 11+111111('II1 Al P�11N1`F( Gln1 17111'I': 11O HIM111D u.1�1t11, ,. q I bVI I1MA' I NUI`IP I R I'k, I'L In CNGpNCR,. 40 County Farm Road at Illinois Route 38, Du Page County Division of Transportation, Wheaton, Illinois Project Engineer for Phase I Study for the reconstruction of over one half mile of Illinois Route 38, including the intersections with County Farm Road and Shaffner Road. The project scope of work included route survey, pavement condition survey, intersection design studies, and a pedestrian crossing study, The improvement also included adding new barrier median, enhanced pedestrian safety features, and the replacement of a major culvert beneath the intersection of Roosevelt Road at Shaffner Road. Responsibilities: Preparation of project geometrics and drainage design, cost estimating, agency and environmental coordination, and Project Report preparation. Canal Street Viaduct Improvements, Chicago Department of Transportation, Chicago, IL Project Manager for the Phase I Engineering study for the Canal Street Viaducts project from Taylor Street to Madison Street. The project is in the Complex Bridge category and includes a Phase I Engineering Study for four major bridges. Patrick's work included structural inspections and bridge reports, as well as crash analysis, traffic, drainage, maintenance of traffic, and geometric studies along Canal Street. Project coordination will also be required with the Union Station Transportation Center, the Harrison Street Viaduct and the Bus Rapid Transit (BRT) projects, as well as with the Illinois Department of Transportation (IDOT), and the Federal Highway Administration (FHWA). Mount Prospect Downtown Transportation Study, Village of Mount Prospect, Mount Prospect Illinois Project Engineer for the analysis of options to alleviate congestion caused by commuter trains in downtown Mount Prospect. As a subconsultant, our role was to support the traffic studies with detailed evaluation of relocating the train platforms at the Metra Station, modifications to the railroad tracks, and detailed cost estimates. The addition of a third roadway crossing in the downtown area was also investigated. We also facilitated coordination with the Union Pacific Railroad, Metra, and the ICC. Englewood Line Trail, Chicago Department of Transportation, Chicago, Illinois Project Managerforthe Phase I Study of rail to trail conversion project in the Englewood neighborhood of Chicago. The project study is being coordinated between the Chicago Department of Planning and Development and CDOT. The study is the conversion of approximately 2 miles of abandon Norfolk Southern (NS) ROW that the City has obtained and is considering converting into a linear trail/recreational path. The project is being processed using the CE -Federal PDR template. Responsibilities: Coordination of structural inspections and analyses, directed path geometric development and cost estimating, public involvement, Project Report development, and preparation of the CMAP funding application. Algonquin Road from IL Route 47 to Randall Road - Road Reconstruction, McHenry County Highway Department, McHenry County, Illinois Staff Engineer for design of complete reconstruction of Algonquin Road from Illinois Route 47 to Randall Road in southeast McHenry County. Responsibilities included drainage design calculations involving storm sewer sizing, runoff detention, floodway compensatory storage and plan preparation. Scope of roadway work included removal and replacement of a single -span structure over Woods Creek and the addition of multiples lanes of traffic. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1W�011i I+IIII 1111 11 11''11+111111('111 Al I�1111IF( flY1 17I N:11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGpNCR,. 41 Education Mr. Schilling began his career in the industry in 2001, with Patrick. He has over 17 years B.S, Civil Engineering, of professional experience in transportation engineering. He is responsible for Bradley University, managing transportation projects and for directing the activities of staff engineers and 2000 technicians in all phases from preliminary engineering through final design. His current Registration responsibilities include project management and overseeing staff members for Phase Licensed Professional I design, Feasibility Studies, Phase II Contract Plans, and Phase III construction Engineer: IL, CA supervision work for Transportation Projects at Patrick Engineering, encompassing all Envision Sustainability aspects, such as project scoping and start-up, geometric studies, accident analyses, Professional (ENV SP) environmental studies, agency/stakeholder coordination and public involvement, report preparation, preliminary cost estimates, quality assurance/quality control, Training/Certifications contract management, and client relations. He has managed and coordinated design- DMMC STP Workshop build construction projects, in addition to design -bid -build projects. Mr. Schilling's ITS Roundabout Design responsibilities span all aspects of design work, including design, permitting, cost ADA & Transportation estimating, scheduling, contracting, and safety. Facility Design Institute for Sustainable Infrastructure (ISI) 75th Street from Interstate 355 to Illinois Route 83, DuPage County Division of Envision Training Transportation, DuPage County, Illinois Sustainable City Network Roadway engineer involved with the preparation of Project Development Report (PDR) Workshops and Environmental Class Action Determination (ECAD) documentation. The report Illinois Bentley Users investigated alternate studies for reconstructing the existing roadway facility as three Group (iBUG) lanes in each direction separated by a barrier median. The 5.1 add-lanes/reconstruction Workshops project included alternate geometric designs for widening the existing four -lane highway Affiliations to three lanes in each direction separated by a barrier median, eleven intersection design ACEC Illinois studies, interchange traffic modeling, drainage studies, pavement condition survey, ACEC ISTHA Liaison Section 4(f) and Section 106 coordination for a historic property, and a public hearing. Committee American Society of Civil Illinois Route 22 Reconstruction, Illinois Department of Transportation, Village of Engineers (ASCE) Lincolnshire/Lake County, Illinois Illinois Road and Lead project engineer for the roadway reconstruction, bridge rehabilitation, lighting, and Transportation Builders traffic signalsforthe reconstruction of Illinois Route 22. The project included realignment Association (IRTBA) of the roadway to improve geometrics and minimize private property impacts. The reconstructed road included new pavement, curb and gutter, retaining walls, decorative medians and a new drainage system. The project also included a new bridge and a bike path. Benedictine Connector, DuPage County Division of Transportation, DuPage County, Illinois Project Manager for the Phase I update. DuPage County Division of Transportation (DPCDOT) is improving several segments of a multi -use trail that will constitute the Benedictine Connector portion of the East Branch DuPage River Greenway Trail from Burlington Avenue to College Road in the Village of Lisle, DuPage County. The project includes widening existing paths and constructing new segments of path in several separate and distinct areas. Structural retaining walls will be required as well as a canopy structure beneath the BNSF overpass. Pedestrian signal modifications will also be required. A Phase I Update and Addendum will be prepared. Upon approval of the Phase I Addendum, Phase II engineering services will begin. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, VA IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 J CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII WIO11 I+IIII o11H1 11 11''11+111111('111 A,L..I I�1111IF( flY1 17111'I': 11O HIM111D u.1P1t11, ,. q I bVI IRRO' I NUIPIP I R I'k, IPU. In CNGpNCR,. 42 Illinois Route 53 from Army Trail Road to the Elgin -O'Hare Expressway, Illinois Department of Transportation, DuPage County, Illinois Roadway engineer for the development of contract plans, specifications, and estimates forthe add -lanes and reconstruction of four miles of Illinois Route 53 through the Villages of Addison and Itasca. The scope of work involved replacing the existing mostly two-lane rural roadway with a four -lane urban roadway with a median/center turn lane. As part of the project nine signalized intersections were improved with two new traffic signals added, a new storm sewer drainage system, and new roadway lighting. Structural work included culvert replacement and new traffic noise abatement walls. Village of Lincolnshire Berkshire to Hewitt Sidepath, Village of Lincolnshire, Lake County, Illinois Project engineer for the development of a 7 -foot sidepath on the north side of Illinois Route 22 from Berkshire Lane to Hewitt Drive. The path was constructed within IDOT's existing and proposed right-of-way. Work included preparation of contract plans, specifications, development of a cost estimate, and submittal of the necessary permit to I DOT. Village of Lincolnshire Elm/Oxford to Oakwood Sidepath, Village of Lincolnshire, Lake County, Illinois Roadway engineer involved with the development of an 8 -foot sidepath on the north side of Illinois Route 22 from Elm Road/Oxford Drive to Oakwood Lane. The necessary right-of-way and grading easements were identified to accommodate the sidepath. Prepared the contract plans, specification, developed a cost estimate, and submitted the necessary permit to the Illinois Department of Transportation. Algonquin Road, McHenry County Division of Transportation, McHenry County, Illinois Roadway engineer for proposed reconstruction of five miles of Algonquin Road from two lanes to five lanes. Developed the preliminary geometrics for the roadway. Roadway and Bridge Rehabilitation —Veterans Memorial Tollway M.P. 22.3 (Butterfield Road) to M.P. 29.8 (Army Trail Road), Illinois Tollway, DuPage County, Illinois Project Manager for the roadway and bridge rehabilitation along a seven mile stretch of the Veterans Memorial Tollway (1-355). Patrick Engineering is the prime design section engineer with multiple subconsultants. The project involves bridge and roadway inspections. BCR and ABCR will be created for each bridge and repair recommendations will be incorporated into the project plans. The plans will also include milling, resurfacing and patching along the mainline and ramps. It is anticipated that the ramps at the North Avenue interchange will be reconstructed. The project also includes safety upgrades, lighting upgrades and contract packaging to be coordinated with the adjacent Tollway project to the south. Elgin O'Hare Western Access from Lively Boulevard to Supreme Drive, Illinois Tollway, DuPage County, Illinois Assistant Project Manager for Phase II Contract Plan Preparation for the proposed construction of the Elgin O'Hare Western Access from Lively Boulevard to Supreme Drive, includingthe Illinois Route 83 (Busse Road) Interchange. Work includes the design of a new six -lane mainline toll facility with adjacent frontage roads, the widening and reconstruction of Illinois Route 83, eight new overhead mainline bridge structures, retaining walls, the creation of six new signalized intersections, extensive utility coordination, lighting design, and drainage design. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPIR II N'r I III IIII I NG IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINU11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1W�011i I+IIII01H1 11 11''11+111111('111 Al I�1111IF( flY1 17I N:11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGpNCR,. 43 Years of Experience Ms. Yu-Janicki began her career in the industry in 2004, joining Patrick in 2017. She has Began career in industry: more than 13 years of experience, specifically in Traffic Engineering, Transportation 2004 Engineering, and Site Development. Responsibilities have ranged from plan Joined Patrick: 2017 preparation, cost estimates, project schedule, engineering studies and most recently Education construction administration. Ms. Yu-Janicki's experience in various areas of B.S., Civil Engineering, engineering design has helped reinforce the importance of interdisciplinary University of Illinois at coordination in order to successfully complete projects on time and within budget. Urbana -Champaign, 2004 Happ Road Phase I, Village of Northfield, Northfield, Illinois Traffic Project Engineer responsible for two traffic analyses reports and two Registration intersection design studies along Happ Road at the intersections of Winnetka Road and Licensed Professional Orchard Lane. Traffic reports included alternative geometric and traffic control Engineer: IL, FL layouts: two-way stop, four-way stop, signalization, roundabout, and lane Training/Certifications reduction/addition. This roadway reconstruction project from Winnetka Road to Professional Traffic Willow Road along Happ Road included the realignment and upgrade turning radii of Operations Engineer Happ Road at Winnetka Road to reduce an existing skew and to meet the road's truck Certified Floodplain classification, construction of an oval roundabout at Orchard Lane, and addition of a Manager bike path within the project limits. LEED BD+C Illinois Route 120, Lake County Department of Transportation, Illinois Traffic Project Engineer responsible for the traffic signal modernization at the intersections of IL -120 and Green Bay Road in Park City, Illinois. Traffic modernization included adding pedestrian push-button signal heads to accommodate additional crosswalks due to roadway improvements, upgrading existing pedestrian signal heads, and reconstructing detector loops. Prince Crossing Road at Hawthorne Lane Traffic and Safety Study, City of West Chicago, Illinois Traffic Project Engineer responsible for a traffic and safety study in the City of West Chicago, Illinois due to the City commonly receives complaints from constituents about long delays at this two-way stop -controlled intersection. Traffic study included traffic signal warrant analysis, a multi -way stop warrant analysis, and a collision analysis, which were consistent with the 2009 Edition of the Manual on Uniform Traffic Control devices (MUTCD). Safety study included site assessment, geometric review, and sight triangle analysis based on high-resolution aerials. The final report included four recommended safety countermeasures and investigated the application of three innovative safety countermeasures to improve the overall safety of the intersection. Burr Ridge Flashing Beacon, Village of Burr Ridge, Illinois Traffic Project Engineer responsible for the design of an upgrade/improvement of an existing school flasher system in the Village of Burr Ridge, Illinois. Project scope included the installation of two dual -head push-button flashing beacon assemblies at the midblock crossing between a middle school and park district. The additional push- button flashing beacons will be annexed to the existing school flashing beacon system, and all flashing beacons will be controlled by a new controller replacing the existing controller to improve sight distance for drivers. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 �d CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1WP011 I+IIII o11H1 11 11''11+111111('111 Al I�1111IF( flY1 17111'I': 11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGpNCR,. 44 Hawthorn Trails, Schoppe Design Group, Illinois Traffic Project Engineer responsible for preparing traffic signal plan consisting of detector loop construction and handhole relocation per IDOT District 1 Design Guideline. Traffic signal improvements is part of the roadway improvements included in the Hawthorn Trail construction. Pulaski Streetscape, Chicago Department of Transportation, Chicago, Illinois Project Engineer for Pulaski Road Streetscape from Elston Avenue to Wilson Avenue. Responsibilities included traffic signal modernization and project management of structural design and analysis. This streetscape improvement project included roadway resurfacing, ADA Upgrade, traffic signal modernization, and installation of custom- designed structural banners on existing light poles within the project limits. District -Wide 5 -Year Push -Button (Design/Build) Contract, Florida Department of Transportation, Broward County and Palm Beach County, Florida Project Engineer responsible for traffic signal design and retiming, roadway geometric improvements, ADA upgrade, signing and pavement markings, drainage improvements, and utility coordination at the following roadway segments and intersections: SR AIA at Riomar Street, 10th street at 1-95 ramps, AIA at Miami Road, Stirling Road at Davie Road, US 1 at Griffin Road, 595 Off -ramp at Davie Road, Sheridan Road at US 27, 441 at Southern Boulevard, County Line Road at US 1, Palm Beach Community College at US 27, Guide sign at Belvidere over 1-95, Advanced flashing beacons at Sunrise Blvd and 241h Avenue, and SR 9 off ramp widening and intersection/interchange analysis. City -Wide ITS Improvement, Charlotte Department of Transportation, Charlotte, North Carolina Project Engineer for expansion of a fiber optic traffic signal system along Park Road. Project improvements included provisions for a combined 39 -mile network of various sized pair (12-48) communication fiber optic cables and 37 CCTV cameras. Responsibilities included developing fiber optic design plans, splice details, CCTV camera design, and engineer's estimate of probable construction cost. Wise Road Resurfacing, Village of Schaumburg, Schaumburg, Illinois Consultant Engineer for PS&E of 3 miles of Wise Road from Irving Park to Roselle Road. Project scope included ADA upgrade, roadway resurfacing, and drainage improvements. 11111,hill I l CCINI, I I 1 I N I l i fl OPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l J CR11', Nf C1:1fA11111f UUJ 111NI1,11 �:r��111, i� 11,1NI 'IIII IIhl 111111Ji IIII 1W�011i I+IIII 1111 11 11''11+111111('11 A, L.1 P�11N1`F( Gln10YI'N: 11O1�11'111D u.1�1t11, ,. q I NVI I1"hA' I NU I `H I R I'k, I'L In CNGpNCR,. 45 Education Daniel P. Brinkman is a Licensed Professional Engineer with 22 years of experience in Bachelor of Science in the traffic engineering and transportation planning fields. His experience covers both Civil Engineering, the public and private sectors, with clients including municipalities, retail and University of Illinois at residential developers, school districts, park districts and hospitals/medical centers. Chicago; 1996 Mr. Brinkman currently serves as the Phase I Manager overseeing Preliminary Registration Engineering efforts associated with State and Federally Funded projects requiring State of Illinois Licensed Design Approval from the Illinois Department of Transportation's Bureau of Local Engineer #062-55293 Roads and Streets. Professional Traffic Operations Engineer IL Rte. 59 at Duke Parkway Extension, Cities of Aurora and Warrenville (PTOE) # 1253 Mr. Brinkman served as Project Manager for the IL Rte. 59 at Duke Parkway intersection project which included the extension of an existing roadway and new signalized intersection to serve a proposed 1.1 million square foot AMAZON Affiliations distribution facility. This project was partially funded with Economic Development for Institute of a Growing Economy (EDGE) funding from State of Illinois. The project consisted of Transportation approximately 0.15 miles of new roadway and 0.4 miles of mainline roadway widening Engineers (ITE) and a new signalized intersection spanning both the City of Aurora and the City of American Society of Warrenville. The project had an extremely compressed timeline with preliminary traffic Civil Engineers studies and engineering commencing in September 2016 with a local letting in June (ASCE) 2017. The $3.5 million construction project was substantially complete in November ASCE Transportation 2017. and Development Institute (T&DI) US Rte. 12/45 (Lee Street) at Forest Avenue Phases I and II, Des Plaines, Illinois International Mr. Brinkman served as the Project Manager for roadway widening and traffic signal Municipal Signal installation at the intersection of Lee Street and Forest Avenue. Proposed Association (IMSA) improvements include widening to eliminate an existing "hourglass" condition on the mainline and installation of a new traffic signal. The project received $1.3 million in Surface Transportation Program (STP) funding for construction. Design Approval was received in September of 2015 and the project is targeting a summer 2018 IDOT letting. Lake County Division of Transportation CMAQ Signal Improvements, Waukegan, Illinois Mr. Brinkman served as the Project Manager for two Lake County Division of Transportation signalization projects that received Congestion Mitigation and Air Quality (CMAQ) funding: • IL Rte. 43 from IL 137 to Northpoint Boulevard & Greenleaf Avenue from Lakehurst Road to Washington Street. This project included over 1.8 miles of fiber optic interconnect and modifications to 12 separate intersections. The project was on the January 2016 IDOT letting and construction was completed in 2016. • IL Rte. 137 (Sheridan Road) from IL Rte. 173 to Grand Avenue. This project included almost 5 miles of fiber optic interconnect, reconstruction of three existing intersections, and modifications to 12 additional intersections. The project was on the November 2014 IDOT letting and construction was completed in 2015. 11111,hill I l CCINI, I I 1 I N I l i PROPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l �d CR11', Nf C1:1fA11111f lU J 111NI1,11 �:r��111, i� 11,1f l �IN INNJ 111111Ji IIII 1W�011i I+IIII 1111 11 11'' 11+111111('II1 Al P�11N1`F( Gln1 171IN 11O HIM111D u.1�1t11, ,. q I bVI I1MA' I NUI`IP I R I'k, I'L In CNGpNCR,. 46 McHenry County Division of Transportation Temporary Signal Improvements, Huntley, Illinois Mr. Brinkman served as the Project Manager for a McHenry County Division of Transportation signalization project near the Huntley High School. Two offset "T" intersections at Harmony Road/Hemmer Road/Main Street were improved with long term temporary traffic signals to improve the traffic flow for the student arrival and dismissal periods of the nearby High School. The project was designed, locally let and constructed during a three-month summer period to allow for turn -on prior to school opening in the fall of 2014. 11111,hill I l CCIN I I 1 I N I l i PROPIR 111 N'r I ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l J CR11', Wf C1:1A11111f UUJ 111NI1,11 �:r 111, i� 11,1NI 'IIII IIhl 111111Ji IIII W1O11i +IIII 1111 11 11''11+111111('11 A, L.1 P�11N1`F( MY'10 IN :11O 1�11'111D u.1�1t11, ,. q I NVI I1MAI INMNPI R I"k,I'L In CNGpNCR,. 47 Education Arthur J. Penn, Director of GHA's Data Collection Division, is responsible for managing Bachelor of Science the traffic data as it relates to computer input and out -put. He also maintains the traffic Computer Engineering, databases and provides a reliable backup system for all traffic count information. Mr. University of Michigan, Penn has been managing GHA's traffic data collection projects for the past eleven 1993 years. He developed several QA/QC programs for increasing count accuracy, and also Registration seamlessly implemented the use of GPS with client -provided shapefiles to identify State of Illinois Licensed counter placement and reduce fuel costs and mileage by plotting the most efficient Professional Engineer route. He is assisted by members of our technical staff, each with years of hands-on #062-060411 experience collecting traffic data using tube counters, passive magnetic sensors, and video collection units. IDOT Traffic Data Collection — Various Routes, Various Counties Year 2018-2019 — GHA and our subconsultant are contracted to complete approximately 9,700 24-hour volume classification and road tube counts for the Illinois Department of Transportation (IDOT), Districts One and Three. Passive magnetic sensors will be used for classification counts and volume counts will be collected using road tubes. Video data collection equipment will be used for turning movement counts with vehicle classifications and for classification counts on high-volume roadways. Year 2016-2017 — GHA completed over 3,000 24-hour volume classification and road tube counts, and over 900 video data counts for the Illinois Department of Transportation (IDOT), Districts One, and Two. During this contract, GHA implemented the use of video data collection equipment which provided accurate 24-hour turning movement counts for intersection design studies and other IDOT uses. Year 2014-2015 — GHA and our subconsultant completed over 10,000 24-hour volume classification and road tube counts for the Illinois Department of Transportation (IDOT), Districts One and Two. Passive magnetic sensors will be used for classification counts and volume counts will be collected using road tubes. Video data collection equipment will be used for turning movement counts with vehicle classifications and for classification counts on high-volume roadways. Year 2011-2013 — GHA and our subconsultant completed over 12,400 24-hour volume classification and road tube counts, and 130 video data counts for the Illinois Department of Transportation (IDOT), Districts One, Two and Three. During this contract, GHA implemented the use of video data collection equipment which provided accurate 24-hour turning movement counts for intersection design studies and other IDOT uses. Year 2009-2010—GHA and our subconsultant completed over 12,000 passive magnetic sensor (PMS) counts and 300 manual counts for the Illinois Department of Transportation (IDOT), Districts One, Two and Three. During 2009, GHA collected speed data on a daily basis for up to 150 locations simultaneously, including interstate highways, state routes, county highways, and townships and municipal roadways. Year 2007-2008—GHA and our subconsultant completed over 16,000 passive magnetic sensor (PMS) counts and 300 manual counts for the Illinois Department of Transportation (IDOT), Districts One, Two, and Four on both marked routes and various routes. 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Wf II+1UI1VH lU J 111NII111I fd11, i� 11,18 ININN1I 11111Ji IIII 1W�011i +IIII011111 1111''11+111111('111A,L..I I�1111IF( GIn1171 IN 11OHIM111D u.1�1t11, ,. q I b I1MA' I NUI`IP I R I "k, I'L In CNGpNCR,. 48 Wrigleyville Traffic Data Collection, Chicago, Illinois GHA collected volume and classification data using Miovision video data collection units at 40 intersections in the vicinity of Wrigley Field in Chicago. Data was collected over a five-day period during the height of the baseball season using 57 cameras. 11111,Ili 11 I l C II I I 1 I NI D PROPIR II N'r Rf PA IlIIII IP IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINU11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Nf C1:1,41111f UUJ 111NII111I f�d11, i� 11,1NI 'IIII IIhl 111111Ji IIII WM,t11i I+IIII 1111 11 11'' 11+111111 i'111 Al II�1111'NI GInl 17I N: 11O1�11'111D u.101t11, ,. q I NVI I1MAI INMNPI R I"k,I'L In CMGpNCR,. 49 Education Mr. Vasak began his career in the industry with Patrick in 2008. He has over nine years B.S., Civil Engineering, of professional experience in the design of transportation engineering projects. He has University of Illinois at worked with state, county, municipal, and private clients performing Phase I Studies, Urbana -Champaign, Phase II Contract Plan Preparation, and Phase III Construction Inspection and 2008 Observation. His experience includes geometric roadway design and analysis, traffic Registration studies, intersection design studies, highway capacity analysis, report and exhibit Licensed Professional preparation, quantity calculations, construction progress schedule preparation, and Engineer; IL maintenance of traffic concepts and plans. Training/Certifications Laraway Road, Cedar Road to LaGrange Road, Will County Division of Transportation, Erosion and Sediment Frankfort and New Lenox, Illinois Control Project Manager for a Phase I Study for the improvement of Laraway Road from Cedar Road to LaGrange Road in the Villages of New Lenox and Frankfort. The scope of work includes the reconstruction and widening of Laraway Road from a two-lane rural roadway to a four -lane urban cross-section with a grassed barrier median. Other scope items include intersection improvements, provisions for sidewalk and bikepath, and noise abatement walls. This project will utilize federal funding and, as such, coordination will be required with the Illinois Department of Transportation (IDOT) and the Federal Highway Administration (FHWA). This Phase I study is following Federal guidelines and is being documented via a Categorical Exclusion Project Development Report (PDR) and a Drainage Study. Stakeholder involvement activities, including local agency meetings, a public meeting and a public hearing are also included. Responsibilities: overall project management and direction, coordination with IDOT and local agencies, led development of preliminary geometry and cross-sections using 3-D Corridor Modeler, led stakeholder involvement including a Public Meeting. 79th. Street, Madison Street to County Line Road, Village of Burr Ridge, Burr Ridge, Illinois Project Manager for the Phase I and II engineering for the resurfacing of 79.1h. Street from Madison Street to County Line Road. This project utilized STP federal funding, and therefore was processed through the IDOT Bureau of Local Roads & Streets. The proposed improvement included milling of the existing asphalt surface and replacing it with leveling binder and hot mix asphalt surface course. The project also included the replacement of deteriorated curb and sidewalk, guard rail replacement, grading and shaping drainage ditches, full -depth pavement patching, pavement markings, traffic signal detector loop installation, and traffic control during construction. Coordination with the Cook County Department of Transportation and Highways was required during this project, due to permitting needed for the replacement of County owned traffic signal detector loops. A passing sight investigation, guard rail warrant, and turning movement investigation were also part of this project. All applicable standards of the Americans with Disabilities Act (ADA) were met on this contract.. (IDOT Contract No. 61D79) Woodward Avenue, Internationale Parkway to the 1-55 Bridge, Village of Woodridge, Woodridge, Illinois Project Manager for the Phase I and II engineering for the resurfacing of Woodward Avenue from Internationale Parkway to the 1-55 Bridge. The proposed improvements included pavement patching and resurfacing, as well as ADA ramp improvements for an existing multi -use path. This project utilized STP federal funding, and therefore was processed through the IDOT Bureau of Local Roads & Streets. The project involved inspections of the road in order to identify specific areas of improvement of the 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf C1:1 IVH lU J 111NII111I f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1W�011i I+IIII 1111 11 11''11+111111('111 Al I�1111IF( GIn1 17I N:11O HIM111D u.1P1t11, ,. q I bVI I1"hA' I NUIPIP I R I "k, IPU. In CNGVNrCR, . 50 pavement, curb and gutter, multi -use path, and drainage systems. An at -grade BNSF railroad crossing was in the middle of the project area, and negotiations resulted in an agreement between the Village and the BNSF to add the replacement of these crossing panels to this project. This railroad work, along with the involvement of State owned ROW near 1-55, resulted in significant additional Phase I coordination and the requirement to adhere to 3R guidelines. (IDOT Contract No. 61D80) Phase I Studies for Various Highway Safety Improvement Program (HSIP) Projects, Illinois Department of Transportation, District One, Illinois Civil Engineer for preparing Phase I Engineering Studies for Safety Improvement Projects for Region One/District One (PTB 4145/04) as part of the Federally -funded Illinois Highway Safety Improvement Program (HSIP). As part of this contract, we are performing the work of an In -House Unit Squad in the Bureau of Programming Project Studies Section in completing Phase I Studies from concept identification to Design Approval. This includes performing all of our own internal IDOT coordination for the reviews and approvals of these projects. The general scope of work of these projects includes widening and resurfacing for the addition of auxiliary turning lanes and traffic signal installations/modernizations. Tasks we will are completing as part of these projects include highway capacity analyses, crash analyses, development of preliminary geometrics, drainage studies, identification of proposed ROW needs, FHWA, local agency, and public coordination, internal IDOT coordination, and Project Report preparation. Springinsguth Road, IL Route 19 to Metra Entrance and Wiley Road, Tower Road to Plum Grove Road, Village of Schaumburg, Schaumburg, Illinois Project Manager for the Phase II contract plan preparation for the full -depth patching and resurfacing, as well as ADA ramp improvements for an existing multi -use path, of two major collector roads, Springinsguth Road and Wiley Road, in the Village of Schaumburg. This project utilized 80% STP federal funding, and therefore was processed through the IDOT Bureau of Local Roads & Streets. This project was completed on a very expedited schedule. During the course of the work, both projects were combined into a single plan set, with IDOT's approval. The project involved inspections of both roads in order to identify specific areas of improvement of the pavement, curb and gutter, multi -use path, and drainage systems. Two areas along Wiley Road were revised to full reconstruction to address pavement deterioration and upgrade a section of asphalt pavement to concrete. Geometric improvements were also incorporated at the Wiley/Tower intersection to improve turning radii for trucks. Enhancements were included in the plans, including aesthetic brick patterned crossing markings of Springinsguth Road at the primary entrance to the Schaumburg Boomers Baseball Stadium. Responsibilities: field data collection, preparation of contract plans, specifications, and engineer's estimate, bidding assistance and support during construction. (IDOT Contract No. 61C72) 11111,hill I l CCINI, I I 1 I N I l i fl OPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, I1 INAl:l J CR11', Nf C1:1fA11111f UUJ 111NI1,11 /:11, i� 11,1NI 'IIII IIhl 111111Ji IIII 1W�011i I+IIII 01111 11 11''11+111111('11 A, L.1 P�11N1`F( Gln10YI'I': 11O 1�11'111D u.101t11, ,. q I NVI I1MA' I NU I `H I R I'k, I'L In CNGVNrCR, . 51 Education Mr. Chae began his career in the industry in with Patrick in 2010. He has 7 years of B.S., Civil Engineering, professional experience working on transportation engineering projects, all at Patrick University of Illinois at Engineering. He currently assumes the title of project engineer, overseeing the Chicago, 2010 technical design responsibilities of transportation project. His work experience has Registration involved Phase I traffic studies, Phase II contract plan preparation, road design and Licensed Professional traffic impact analysis for state, county, municipal and private clients in the state of Engineer: IL Illinois. He also has experience in Phase III construction inspection in the states of Illinois and Wisconsin. Laraway Road, Will County Department of Transportation, Will County, Illinois Project Engineer for the Phase I Engineering study for the Laraway Road from Cedar Road to LaGrange Road located in the Villages of New Lenox and Frankfort, Illinois in Will County. Responsibilities included data collection and coordination, preparation of the crash analysis report and identify corridor deficiencies and plan preparation of the existing drainage plan. The final prepared crash report is also to be included in the project development report. The study area of the project is approximately 4.5 miles long. Glenwood Dyer Road from Illinois Route 83 to Stoney Island Avenue, Illinois Department of Transportation, District One, Cook County, Illinois Project Engineer for a Phase I Engineering study of a proposed roadway improvement on a segment of Glenwood Dyer Road from Illinois Route 83 to Stoney Island Avenue in Lynwood, Illinois. The proposed work will include widening the existing pavement to provide a bi-directional left turn lane to increase the distance between opposing traffic and provide channelization for vehicles attempting left turns into driveways. The length of the project along Glenwood Dyer Road is approximately 0.79 miles. Patrick Engineering will be responsible for preparing a Categorical Exclusion Group II (CE II) Project Report. Phase I Studies for Various Highway Safety Improvement Program (HSIP) Projects, Illinois Department of Transportation, District One, Illinois Project Engineer for the preparation of Phase I reports in various intersections throughout IDOT District One. Work involved Phase I engineering services such as pavement analysis, cost estimation, traffic analysis and environmental studies. Intersections worked on include IL 38 at Meredith Road, IL 50 at Morning Glory Road and US 12 at Honey Lake Road. Fullerton Avenue over Salt Creek, Addison Township Highway Department, Addison, Illinois Project Engineer for a Phase I Engineering study of the roadway and transportation work on a bridge replacement project at Fullerton Avenue located in Addison, Illinois. Phase I Engineering services included alternative geometric studies, roadway cost estimate and the completion of a Project Development Report. Patrick was also responsible for the completion of a Bridge Condition Report, Drainage Study and Hydraulic Report. 75" Street Bridge over the East Branch of the DuPage River, DuPage County Division of Transportation, DuPage County, Illinois Project Engineer in the Phase I Engineering study of the 751h Street Bridge over the DuPage River. Work included the identification of different rehabilitation options and providing a cost estimate for each. Phase I Engineering services included alternative geometric studies, roadway cost estimate and the completion of a Project Development 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf C1:1 IVH lU J 111NII111I f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1W�011i I+IIII 1111 11 11''11+111111('111 Al I�1111IF( GIn1 17I N:11O HIM111D u.1P1t11, ,. q I b I1"hA' I NUIPIP I R I "k, IPU. In CNGVNrCR, . 52 Report. Patrick was also responsible for the completion of a Bridge Condition Report, Drainage Study and Hydraulic Report. Benedictine Connector, DuPage County Division of Transportation, DuPage County, Illinois Project Engineer for Phase I study of a proposed shared use bike path improvement located in Lisle, IL under the jurisdiction of DuPage County. The proposed work will include widening existing sidewalk at College Road and Maple Avenue to convert into a bike path. Proposed work also includes the construction of new bike path along Burr Oak Road, Robin Lane, Short Street and the East Branch of the DuPage River Greenway Trail at Greater Community Park. Structural retaining walls will be required as well as a canopy structure beneath the BNSF overpass. Pedestrian signal modifications will also be required. A Phase I Update and Addendum will be prepared. Upon approval of the Phase I Addendum, Phase 11 engineering services will begin. The length of the project is approximately 2.1 miles. ADA Inventory & Data Collection, Illinois Department of Transportation, Illinois On site field inspection of sidewalk, intersection curb ramps, crosswalks and pedestrian crossings to determine if these facilities meet the American Disabilities Act (ADA) and Accessibly Guidelines for Pedestrian Facilities in the Public Right-of-way (PROWAG) standards. Responsibilities included field measurements and subsequent data collection via the use of an ArcGIS iPad app. State routes inspected include IL Route 59 from Streamwood to Naperville/Aurora, Harlem Avenue in Berwyn and Dempster Street (US Route 14) from Chicago to Mount Prospect. Illinois Route 47 at Waubonsee Drive/Old Oaks Road, Waubonsee Community College, Will County, Illinois Project Engineer for the design and preparation of a Phase I Study and Phase II contract plans for the intersection improvement project at Illinois Route 47 at Waubonsee Drive/Old Oaks Road, located in unincorporated Sugar Grove, Illinois. This intersection serves as an entrance to Waubonsee Community College and is under the college's jurisdiction. The improvements consisted of the addition of a traffic signal, northbound left -turn lane along Illinois Route 47 and realigning Old Oaks Road to align with Waubonsee Drive. Rakow Road from Ackman Road to Illinois Route 31, McHenry County Division of Transportation, McHenry County, Illinois Project Engineer for the Phase I Study and contract plans and documents for the reconstruction and widening of James R. Rakow Road from Ackman Road to Illinois Route 31. Work included the addition of one to two mainline lanes in each direction, additional turn lanes at six signalized intersections, a major re -alignment of the roadway for safety improvements, drainage improvements, a grade -separated pedestrian and bicycle overpass, traffic signal modernization, retaining walls, a noise wall, the widening of the double box culvert for Crystal Creek, and a new lighting system. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 �d CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1W�011i I+IIII 1111 11 11''11+111111('111 Al I�1111IF( flY1 17I N:11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGVNrCR, . 53 Years of Experience Mr. Feinstein a variety civil engineering and management experience related to water Began career in industry: resources and construction management. He is skilled in project management, 1983 hydrologic and hydraulic modeling, permitting, and utility coordination. Mr. Feinstein Joined Patrick: 2017 has designed, reviewed, and analyzed drainage plans and street/highway/rail/airport Education improvement projects. His experience also includes project controls and monitoring, MS, Civil Engineering - cost estimating and scheduling, engineering economic analyses, financial analyses, and Hydrosystems, feasibility and planning of water resources and hydroelectric projects. University of Illinois at Urbana Champaign, Roadway and Bridge Rehabilitation, Veterans Memorial Tollway (1-355) - Butterfield 1983 Road (M.P. 22.3) to Army Trail Road (M.P. 29.8). Contract No. RR -16-4256 Illinois BS, Civil Engineering, Tollway, DuPage County, Illinois Union College Reviewed drainage by sub -consultant. This roadway and bridge rehabilitation project is University, 1981 along a seven mile stretch of the Veterans Memorial Tollway (1-3SS). Patrick Engineering Registration is the prime design section engineer with multiple sub -consultants. Drainage included Licensed Professional drainage structures and new sewer, as well as detention storage with outlet control. Engineer: IL High Speed Rail, Chicago to St. Louis, Illinois Department of Transportation, Various Training/Certifications Towns in Illinois Certified Floodplain Permit Design Applications - David Lane: Water and Sanitary Force Main; Goldenrod: Manager: IL Water IEPA Permit Application, layout with jacking; Mazon and Terpening: Water plans and IEPA water permit applications. Affiliations Illinois Society of Professional Engineers DuPage River Trail, Forest Preserve District of Will County, Naperville, Illinois (ISPE) Chicago Chapter Planning and design of a new bike trail over the West Fork of the DuPage River. Project engineer for trail design including bridge, and compensatory storage in the floodplain. Elgin -O'Hare Western Access, Illinois Tollway, DuPage County, Illinois Participated in a week-long Value -Engineering workshop representing the drainage and hydraulics disciplines. The project was to look at the western access of the Elgin - O'Hare tollway for eventual access to a western terminal at O -Hare airport. North Branch Trail, Forest Preserve District of Cook County, Chicago, Illinois Permitting and backwater analysis for a trail bridge over the North Branch of the Chicago River in a FEMA Zone A. Capital Infrastructure Assessment District -Wide Water and Sewer, Chicago Park District, Chicago, Illinois Provide a high-level third party assessment of CPD water and sewer infrastructure in six regional parks along and near the lakefront, in order to learn more about the aging water and sewer infrastructure, and to help CPD develop a strategic program to address this issue over the near-term future. 95th Street, Will County Department of Transportation, Naperville and Bolingbrook, Illinois Lead drainage engineer for roadway design including storm sewers, detention pond, and compensatory storage in the floodplain. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 �d CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1WP011 I+IIII o11H1 11 11''11+111111('111 Al I�1111IF( flY1 17111'I': 11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGpNCR,. 54 1-90/1-39 (Northwest Tollway) Reconstruction and Add Lane - MP 61.4 (Cherry Valley Interchange) to MP 69.89 (IL Route 173), Illinois State Toll Highway Authority, Winnebago County, Illinois Responsible for utility coordination and utility drawings. Correspondence with each utility company to obtain their lines within Tollway right-of-way and then checking back with those utilities to check that the lines were drawn correctly. In critical areas Subsurface Utility Engineering (SUE) locates were ordered to verify both horizontal and vertical locations of some of the utility lines. The drawings and matrices were done following Illinois Tollway standards. 1-90 (Jane Addams Memorial Tollway) Reconstruction - MP 0.0 (Kennedy Expressway) to MP 5.5 (Elmhurst Road), Illinois State Toll Highway Authority, Cook County, Illinois Responsible for utility coordination, drainage drawings, barrier warrant analyses (BWA), and authoring and editing the concept report. The work was conducted following Tollway standards for drafting, drainage design, and BWA. This 5.5 mile section of the Tollway had to be coordinated with the design section engineers (DSE) on either side of our section. Work included field verification with plans in hand. Tri-State Tollway - Milepost 6.10 to Milepost 9.05, Illinois State Toll Highway Authority, Cook County, Illinois Lead drainage engineer for design for widening and reconstruction the tollway in accordance with tollway standards. Responsible for drainage and utility drawings, erosion control drawings, barrier warrant analysis and guardrail schedule, and review of lighting design by subcontractor. The work was conducted following Tollway standards for drafting, drainage design, and BWA. This 3.05 mile section of the Tollway had to be coordinated with the design section engineers (DSE) on either side of our section. Mississippi River Bridge, Illinois Department of Transportation, East St. Louis, Illinois Project engineer for location drainage study on Illinois side of river including detention storage and compensatory storage. Coordinated HEC -RAS backwater analysis. Clark Street Ramps Reconstruction at Roosevelt Road, Chicago Department of Transportation, Chicago, Illinois Project manager and in charge of coordination of requests for information and redesign issues during construction. Various Sewer Design Services, Chicago Department of Water Management Sewers, Chicago, Illinois Project Manager and lead engineer for various sewer design projects. Projects included 16 miles of sewers from 12 to 96 inches in diameter. Work included Information Retrieval from the OUC; plotting existing utilities; laying out sewers, tunnels, and sewer structures; directing structural engineers to design Earth Retention Systems; doing Maintenance of Traffic and detours, submitting to the OUC for Existing Facility Protection; resolving utility conflicts; obtaining IDOT and MWRD permits; coordinating with the CTA and OEMC; providing ADA ramps; and making quantity takeoffs, cost estimates, and specifications. 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 �d CRI1', Pf C1:1 IVH lU J 111NII111I f�d11, i� 11,1f l �INI NN1 111111Ji IIII W1O11i I+IIII 1111 11 11''11+111111('111 A,L..I I�1111IF( GIn1 17I N:11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I "k, IPU. In CNGpNCR,. 55 Registration Mr. Past is a Licensed Professional Surveyor with more than 30 years of industry State of Illinois Licensed experience in all types of surveys using a variety of technologies. As Manager of GHA's Professional Land Survey Group, Mr. Past is responsible for scheduling and management of all survey Surveyor #035 003341 staff, project procurement and pricing, QA/QC of completed work, and R&D for new Affiliations innovations in land surveying. Illinois Professional Land Surveyors Association, Boundary Surveys Northeast Chapter Retraces and monument title lines for ALTA/ACSM/NSPS land title surveys, new National Society of subdivisions and existing parcels requiring a current survey, including legal descriptions Professional Surveyors and plat preparation. Also prepares legal descriptions and plats for roadway and President, Illinois easement dedications, roadway and easement vacations and tax division or annexation Professional Land parcels. Surveyors Association, Northeast Chapter, Route Surveys 2016-2017 Transportation related experience involving control surveys by GPS and classical methods. Determines existing centerline alignments and existing right-of-way from field surveys and public records. Also prepares plats of highway with legal descriptions for proposed right-of-way for small and large-scale land acquisition projects. Engineering and Construction Surveys Broad range of experience in small to very large private and public works projects involving settlement monitoring, roadway and site topographic surveys, centerline alignment surveys, and drainage and hydraulic surveys. Experience also includes construction layout and final as -built surveys. All experience has included residential, commercial and industrial development, along with railroads, quarries, roadways, bridges and airports. Control Surveys Experience with all forms of plane and geodetic survey control for horizontal and vertical purposes. Includes control for photogrammetry, densification, and topographic and engineering surveys. Subdivision Surveys Preparation and execution Subdivision surveying for the development of several multi acre developments (Residential, Retail and Industrial Subdivisions). From project beginning to fulfillment including deed research, Boundary Survey, ALTA/ACSM/NSPS Land Title Survey, Plat of Subdivision, Individual Lot Plats. Field staking of development including layout of civil improvements, property lines houses, etc., in Lake, McHenry, Boone, Du Page, Kane and Cook Counties. Monitoring Surveys Experience with numerous and varied monitoring projects including but not limited to; Railroad track location monitoring at the McCook Quarry for the United States Army Corp of Engineers in 2008, 2009 & 2010. Subterranean Railroad tunnel (Washington Street Station) and historic building settlement monitoring during the construction phase of Block 37, Chicago Loop. Building and Chicago Transit Authority Earth Retention System settlement monitoring for existing structures surrounding current construction of the Alumni Student Center, Loyola University, Chicago, Illinois 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Nf C1:1 1VH lU J 111NII111I f�d11, i� 11,1f l �INI NN1 111111Ji IIII W1O11i I+IIII 1111 11 11''11+111111('111 A,L..I I�1111IF( GIn1 171IN 11O HIM111D u.1�1t11, ,. q I bVI IRRO' I NUI`IP I R I"k, I'L In CNGVNrCR, . 56 Education Mr. Breitenbach began his career in the industry with Patrick in 1996. He has more than B.S., Geological twenty years of experience in the design and management of geotechnical, site civil, and Engineering, University environmental projects. Responsibilities include directing and managing subsurface of Missouri -Rolla, 1996 investigations, interpreting field and laboratory data, preparing geotechnical reports Registration including recommendations regarding site preparation and foundation design, analyzing Licensed Professional the stability of natural and manmade slopes using computer modeling software, Engineer: IL performing various analyses for design of deep foundation systems, selecting and installing subsurface instrumentation systems, inspecting dams, and preparing Training/Certification engineer's cost estimates for project planning and bid comparison. In addition, Mr. Patrick Engineering Breitenbach manages Patrick's geosciences team consisting of geotechnical engineers, Project Management geologists, field technicians. Training Program, 2008 John Humphrey Drive Land Bridge, Village of Orland Park, Orland Park, Illinois Affiliations American Society of Civil Patrick will provide a Phase I Study for the Village of Orland Park for the improvement of Engineers the John Humphrey Drive at 143rd Street intersection forfederal eligibility. The study will be processed through the Illinois Department of Transportation Bureau of Local Publications Roads. The project will include highway capacity studies, crash analyses, geometric CSX Railroad Bridge development, and preparation of a Project Development Report. As Senior Geotechnical Replacements — A Case Engineer directed the field investigation which included drilling and sampling 8 borings History in Geotechnical for approximately 270 linear feet. Site has areas of very soft organic soils that were Engineering, 2013 approximately 30 feet thick requiring deep foundations and lightweight fill to be incorporated into the project design of a new landbridge. Directed the field investigation, Awards Patrick Engineering development of the laboratory testing program, analysis of field and lab results, Distinguishing Trait calculation of geotechnical design parameters, and preparation of the geotechnical Award for "Technically report. Competent" - 2013 79th. Street, Madison Street to County Line Road, Village of Burr Ridge, Burr Ridge, Illinois Project Geotechnical Engineer for the Phase I and II engineering for the resurfacing of 79th. Street from Madison Street to County Line Road. The proposed improvements include milling of the existing asphalt surface and replacing it with leveling binder and hot mix asphalt surface course. Directed field investigation of existing pavement thickness and composition. Provided recommendations regarding the resurfacing of the pavement. Springinsguth and Wiley Road Reconstruction, Village of Schaumburg, Schaumburg, Illinois As Project Geotechnical Engineer directed field investigation of existing pavement thickness and composition. Provided recommendations for repair and reuse of existing pavement section. Washington Street Phases I, II & III, Lake County Department of Transportation, Grayslake, Illinois For Phase I and Phase II, supervised multiple subsurface exploration programs and laboratory analyses for a rail/roadway grade separation project. Performed geotechnical analysis and prepared recommendations for the construction of new road alignment, multiple retaining walls, rail bridge foundations and detention basin construction. Geotechnical analyses included deep foundation recommendations, global stability analysis of retaining structure, and analyses and recommendations for short and long term control of groundwater below grade construction. During Phase III, evaluated 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 �d CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1WP011 I+IIII o11H1 11 11''11+111111('111 Al I�1111IF( flY1 17111'I': 11O HIM111D u.1P1t11, ,. q I bVI I1"hA' I NUIPIP I R I'k, IPU. In CNGpNCR,. 57 results of test pile tests during bridge construction. Interpreted pile driving results and provided recommendations for termination of deep foundations. Fullerton Avenue Bridge Reconstruction, Addison Township, Addison, Illinois Directed subsurface exploration program and laboratory analysis in accordance with IDOT requirements for bridge replacement and roadway improvements. Performed geotechnical analysis for deep foundation design and prepared recommendations forthe construction of new bridge substructure. Red Dirt Bridge, Dietzler Construction/Federal Highway Administration, Eagle, Colorado Dietzler Construction Company was awarded the construction contract for a new 3 -span roadway bridge over the Colorado River near Eagle, Colorado. The new bridge is a two- lane structure with a concrete deck supported at the abutments on reinforced earth walls and in the river on two 72 -inch diameter drilled shafts. As Senior Geotechnical Engineer, provided construction support and engineering evaluation services during the project. These services included review and analysis of the cofferdam design, preparation of construction documentation exhibits, preparation of formwork shop drawings, evaluation of the existing bridge capacity to determine if it could support the construction crane during transition between lift locations and installation of bridge members, and evaluation of crane lift plans. Project challenges included running sands and unstable weathered bedrock which were not described in the geotechnical report (prepared by others). Elgin O'Hare Western Bypass from Lively Boulevard to Supreme Drive, Illinois Tollway, DuPage County, Illinois Project Geotechnical Engineer for Phase II Contract Plan Preparation for the proposed construction of the Elgin O'Hare Western Bypassfrom Lively Boulevard to Supreme Drive, including Illinois Route 83 (Busse Road). As Project Geotechnical Engineer, designed the field investigation including over 150 soil borings for design of multiple structural components including embankments, retaining walls, culverts, light poles, and bridge foundations. Directed and performed bearing capacity and settlement analyses, slope stability analyses, deep foundation design. Prepared Structural Geotechnical Reports and Roadway Geotechnical Reports for submittal to ISTHA and IDOT. Also served on Value Engineering Team to review overall Elgin O'Hare Western Access project. Worked with VE -Team to propose and evaluate potential cost-saving measures using rigorous methodology. Directed Phase III investigation of constructed embankment as part of post construction evaluation. During construction, the Construction Manager noted that a portion of the embankment was not as compacted to specification. Developed investigation program, directed drilling and sampling activities, reviewed data and geotechnical report that included recommendations for settlement monitoring. Algonquin Road, McHenry County Division of Transportation, Crystal Lake, Illinois Project Team Member responsible for analysis of using lightweight fill to allow construction of a new roadway over very soft organic soils. Performed calculations including bearing capacity and settlement as part of the geotechnical analysis team. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPIR II N'r I III IIII I NG IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINU11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1W�011i I+IIII01H1 11 11''11+111111('111 Al I�1111IF( flY1 17I N:11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGVNrCR, . 58 Years of Experience Ms. Hawthorn's professional experience is in project engineering and electrical Began career in industry: consulting. She has designed and coordinated all aspects of complex electrical 2000 engineering projects from bidding through final design. Ms. Hawthorn's responsibilities Joined Patrick: 2006 include detailed electrical design, project coordination, detailed Education analysis/computations, and associated power distribution, substations, lighting, and B.S., Electrical communication systems. Specific engineering responsibilities include one -line power Engineering, University diagrams, three -line power diagrams, protection and control schematic diagrams, of Illinois Urbana- wiring and connection diagrams, relay setting preparation and implementation, review Champaign, 2000 of manufacturer submittals, power system calculations, preparation of contract documents, bid analysis, and witnessing factory tests. Registration Licensed Professional State Highway 83 Lighting, Wisconsin Department of Transportation, Waukesha Engineer: IL County, Wisconsin Training/Certifications Project Engineer for the design of lighting for two roundabouts and three miles of NESC roadway lighting on STH 83 between USH 18 and CTH E and CTH DE in Waukesha NFPA 70 County. Submittals included plans and photometric calculations. NFPA 70E Rakow Road, McHenry County Highway Department, McHenry County, Illinois Affiliations Project Engineer for the design of lighting for nearly three miles of James R. Rakow Illinois Society of Road between Ackman Road and Illinois Route 31. Submittals included plans, Professional Engineers photometric calculations, special provisions, and voltage drop calculations. Support (ISPE) was provided during construction. Narragansett Avenue Lighting, Cook County Highway Department, Chicago, Illinois Project Engineer for the Phase I engineering services for the roadway lighting along Narragansett Avenue. Prepared photometric calculations and proposed layout drawings for the lighting. Illinois Route 22 (Half Day Road), Illinois Department of Transportation, Chicago, Illinois Project Engineer for reviewing submittals for roadway lighting along Illinois Route 22 from Hewitt Drive to Lakeside Drive. Submittals included plans, photometric calculations, special provisions, and voltage drop calculations. 1-94 (Tri-State Tollway) Southbound Lighting, Illinois Tollway, Chicago, Illinois Project Engineer for reviewing submittals for the replacement of roadway lighting for southbound Interstate 94 from just south of Illinois Route 22 to just north of Illinois Route 60. Submittals included plans, photometric calculations, special provisions, and voltage drop calculations. Powerton Generating Station Rail Loop Design and Construction, Midwest Generation, LLC, Pekin, Illinois Electrical Engineer for the lighting and power distribution of a 2.5 mile new rail loop within an active fossil power generating station. Prepared lighting plans, power distribution layout, surveillance plans, and physical details associated with the new rail loop. Prepared design drawings and engineer's estimates of construction costs. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I III IIII I NG IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 �d CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII W1O11i I+IIII 1111 11 11''11+111111('111 A,L..I I�1111IF( flY1 17111'I': 11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGVNrCR, . 59 Dan Ryan Expressway, Illinois Department of Transportation, Chicago, Illinois Field Engineer for the electrical installation for the Dan Ryan Expressway in Chicago, Illinois. Duties included observation of installation and means of construction according to the plans, measurement of installed equipment, and necessary paperwork required by IDOT. Installation of high mast towers, temporary lighting, and controllers were included in the construction. Borman Expressway, Illinois Department of Transportation, Chicago, Illinois Project Engineer for the surveillance plans for the Borman Expressway. A review of the lighting and power distribution plans for the Borman expressway reconstruction was included. Submittals included detailed plans, specifications, pay item lists, and engineer's estimate of cost. Lighting Project, Village of Buffalo Grove, Buffalo Grove, Illinois Project Engineer for the street lighting design for Route 22 and Deerfield Parkways in the Village of Buffalo Grove. Submittals included detailed drawings, photometric calculations, voltage drop calculations, bill of materials and quantity calculations. Historical Lighting, City of Elgin, Elgin, Illinois Project Engineer for the street lighting design for the Central Business District of the City of Elgin. Submittals included detailed drawings, photometric calculations, voltage drop calculations, bill of materials and quantity calculations. Lighting Project, Illinois Department of Transportation, Schaumburg, Illinois Project Engineer for approximately five miles of expressway segment lighting of Route 53 between north of Algonquin Road to the north of Palatine Road. Submittals included detailed drawings, photometric calculations, voltage drop calculations, bill of materials and quantity calculations. The design was completed in full compliance with the IDOT Bureau of Electrical Operations standards. Lighting Project, Village of Addison, Addison, Illinois Project Engineer for the street lighting design for Lake Street (Route 20) in the Village of Addison. Submittals included detailed drawings, photometric calculations, voltage drop calculations, bill of materials and quantity calculations. The design was completed in full compliance with the IDOT Bureau of Electrical Operations standards and the Village of Addison Specifications. Decorative Lighting, Village of Westmont, Westmont, Illinois Project Engineer for the street lighting design along Cass Avenue in the Village of Westmont. Submittals included detailed drawings, photometric calculations, voltage drop calculations, bill of materials and quantity calculations. The design was completed in full compliance with the MOT Bureau of Electrical Operations standards and the Village of Westmont Specifications. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPIR II N'r I III IIII I NG IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINU11 II` 1 I I, A, ID, IA IIA1.1 J CRI1', Pf II+1UI�1111f lU J 111NII111I �fd11, i� 11,1f l IN INNJ I11111Ji IIII WM,t11i +II II 01111 11 11''11+111111('111 Al I�1111IF( MY,1 17I N:11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CMGVNrCMN. 60 Education Mr. Klabel began his career in the industry in 1999, joining Patrick in 2012. He has 18 B.S., Civil Engineering, years of professional engineering experience in the management and inspection of Southern Illinois construction engineering projects. He has managed and coordinated road and bridge University, Carbondale, construction projects. Mr. Klabel's responsibilities span all aspects of construction and 1998 design work, including specification compliance, bridge construction inspection, Registration interstate roadway inspection, cost estimating, scheduling, contracting, layout and Engineer -In -Training: KS surveying, and safety. CPESC, Certified Professional Erosion & 79" Street, Madison Street to County Line Rd, Village of Burr Ridge, Burr Ridge, Illinois Sediment Control Resident Engineer for the Phase III construction engineering for the resurfacing of 791h #00008961 Street from Madison Street to County Line Road. The improvements included milling of the existing asphalt surface and replacing it with leveling binder and hot mix asphalt Training/Certifications surface course. The project also included the replacement of deteriorated curb and IDDocumentation of sidewalk, guardrail replacement, grading and shaping drainage ditches, full -depth Contract Quantities Co Certification #16-12227 pavement patching, pavement markings, traffic signal detector loop installation, and IDOT (CORS Training traffic control during construction. Coordination with the Cook County Department of Certification Transportation and Highways was required during this project, due to permitting IDOT Erosion and needed for the replacement of County owned traffic signal detector loops. All Sediment Control applicable standards of the Americans with Disabilities Act (ADA) were met on this Workshop Module contract. 1/11/III Certification IDOT/ACI Concrete Field Woodward Avenue, Internationale Parkway to the 1-55 Bridge, Village of Woodridge, Tester Grade I Woodridge, Illinois Certification IDOT QC/QA Portland Resident Engineer for the Phase III construction engineering for the resurfacing of Cement Concrete Level Woodward Avenue. The improvements included pavement patching and resurfacing, 11 Certification as well as ADA ramp improvements for an existing multi -use path. This project utilized IDOT QC/QA Hot Mix 75% STP federal funding, and therefore was processed through the IDOT Bureau of Asphalt Technician Local Roads & Streets. The project involved inspections of the road in order to identify Level 11 Certification specific areas of improvement of the pavement, curb and gutter, multi -use path, and IDOT Mixture Aggregate drainage systems. An at -grade BNSF railroad crossing is in the middle of the project Technician Certification area, and negotiations resulted in an agreement between the Village and the BNSF to IDOT S-33 Geotechnical add the replacement of these crossing panels to this project. Field Testing and Inspection ISTHA Construction Illinois Route 47 at Waubonsee Drive / Old Oaks Road Intersection Realignment and Manager Training Signal Installation, Waubonsee Community College, Sugar Grove, Illinois IDOT Nuclear Density Resident Engineer for construction engineering services for Phase III Construction Tester Training Inspection for this four -lane divided highway. The project consisted of installation of a Certification new traffic signal, construction of left -turn lane along IL47, and realignmentof Old Oaks APWA Art of Civil Drive with the intersection. The work also consisted of pavement removal; concrete curb Engineer Seminar and gutter removal and replacement; pavement reconstruction, including roadway APWA-IDOT Closeout for widening and channelization; shoulder construction; median construction; grading; de Resident Engineer E Rail system badge storm sewer and drainage structure reconstruction; maintenance of traffic; erosion Contractor Orientation control; installation of pavement markings; landscaping and signing; and utility Course for Railroads coordination. Responsibilities included construction inspection to ensure specification KDOT Design and compliance that included preparing assignment of materials, weekly reports, ICORS Operation of work documentation, traffic control reports, and contract administration, as well as Zone Traffic Control coordinating with the contractor, utility coordinator and IDOT. (IDOT Contract No. 63829) Certification 11111,hill I l CCIN I I 1 I N I l i PROPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l J CR11', II+I:II�11111U1911: NII II fd,i011,1f I 111 INNJ 111111Ji IIII 1W�011i +IIII 1111 11 11''11+111111('11 Al I�1111IF( Gln1 17111'I':I kOHI'111D u.1r1tI1, ,. q I bVI I1"hA' INU I`IP I R I"k,I'L In CNGpNCR,. 61 KDOT Bridge Inspection Indiana Avenue over Trim Creek Bridge Replacement, Will County Department of Certification Highways, Beecher, Illinois IMSATraffic Signal Resident Engineer for construction engineering services for this two-lane roadway Certification project consisting of bridge replacement with concrete I -Beams, HMA full depth Awards pavement, guardrail and pavement marking with average daily traffic of approximately 15t, Place 2002 Best 6,500 vehicles. The project required Brian's extensive coordination with the US Army Quality Hot Mix Corps of Engineers (USACE) in relation to the erosion control plan, best management Asphalt Paving overlay practices, and a cofferdam that was required for work in the creek that was not included in Kansas in the original contract documents. Responsibilities included construction inspection to ACEC-IL Excellence Award ensure specification compliance that included preparing assignment of materials, weekly reports, ICORS documentation, traffic control reports, and contract administration as well as coordinating with the contractor, utility coordinator and IDOT. (IDOT Contract No. 63617) Construction Management of Congress Parkway, City of Chicago Department of Transportation, Chicago, Illinois Construction inspector for the Phase III Construction Engineering Services provided for the Congress Parkway Roadway Improvement and Architectural Enhancements from Michigan Avenue to Wells Street project. The project was a complete realignment of the roadway geometry to eliminate weaving traffic lanes. The project narrowed and reduced the traffic lanes to provide wider sidewalks and improve pedestrian safety. Traffic signals at 8 intersections were interconnected and modernized with countdown pedestrian timers that improve the flow of vehicles and pedestrians through the intersections. Landscaped and irrigated medians with five pedestrian refuge areas were added to the corridor along with in -ground and above -ground landscaped planters, new decorative street lighting, and street furniture. A decorative and programmable lighting system with more than 600 LED lights was installed. Services include coordination of contract documents, auditing contract documents, inspection of daily activities, preparing inspection reports for in final year of the project. Adams Street Widening and Resurfacing, City of Ottawa, Ottawa, Illinois Resident Engineer for the Design and Construction Phase Services for the Adams Street widening and resurfacing project. This project consisted of the widening and realignment of 0.5 mile of road of which included constructing concrete curb and sidewalks on either side of the road, installing storm sewers and HMA removal and resurfacing. Services provided included drainage design, storm sewer sizing, roadway design, inlet spacing, preparing plans and contract documents for bidding, coordinating with utilities for relocating gas, cable, water, and telephone, providing construction inspection to ensure specification compliance that included preparing assignment of materials, weekly reports, ICORS documentation, traffic control reports, and contract administration as well as coordinating with the City Engineer, contractor, utility coordinator and IDOT to finalize the project. (IDOT Contract No. 87354) 11111,hill I l CCINI, I I I I N I D PROPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII circ11I NII,A, ID, IA IIA1.1 J CR11', IIC1:1fA1I11111U191I: NII 1111 fd,i011,1f 1 111 INNJ 111111Ji IIII 1W�011i +IIII 01111 11 11''11+111111('11 Al I�1111IF( Gln1 17111'N:I IO 1�11'1111i u.lrltll, ,. q I bVI I1MA' I NUI`IP I R I'k, I'L In CNGVNrCR, . 62 Education Ms. Mariano's backgrounds in landscape architecture and architecture have prepared B.A., Landscape her well to guide community urban design projects. Jodi brings a research -oriented, Architecture University contextual approach to urban design, providing unique design solutions for our public of Illinois (Urbana) and private sector clients. Jodi has directed public processes which have resulted in M.A., Architecture useful master plans, successful funding applications and dynamic implementation University of Illinois (Chicago) projects. Her professional responsibilities range from concept planning through design, construction phase services, development approval and project installation. Her Professional proficiency with a wide range of graphic techniques, including hand drawings and Affiliations computer generated graphics, allow her to craft effective and efficient communication State of Illinois, techniques. Her technical experience enables her to produce dependable high quality Registered Landscape construction documents. Prior to joining Teska Associates, Jodi worked for a Chicago Architect, License No. engineering firm on high profile infrastructural projects, developing her interest in 157-001062 blending vibrant community based design with functional infrastructure needs. Jodi is CLARB Certified an instructor at the Joseph Regenstein, Jr. School at the Chicago Botanic Gardens Landscape Architect, No. 4570 where she teaches in the Garden Design Certificate Program. Member, American Society of Landscape Streetscape & Transportation Planning Architects Worked on behalf of municipalities and the development community to guide public Instructor, Joseph processes, streetscape visioning and construction documentation for streetscape Regenstein, Jr. School, developments. Led the City of Evanston's Fountain Square Visioning and Renovations Chicago Botanic Program to redevelop Fountain Square Plaza in heart of downtown Evanston. Other Gardens streetscape planning assignments include Chicago Avenue, Sherman Plaza, Maple Member, Women's Avenue & Fountain Square Plaza Renovations (Evanston); Lockport Downtown Transportation Seminar Streetscape (Lockport); Vernon Court Parking, Downtown Planters, Green Bay Rd & Speaking Dundee Rd streetscapes (Glencoe); Lemont Downtown and Historic I&M Canal Trail Engagements & (Lemont); Washington Street Grade Separation (Grayslake); Roosevelt Road Professional Activities (Broadview); St. Charles Road (Berkeley); and Southside Streetscape (Greensboro, Author, Chicago Botanic NC). Gardens Garden Design Certificate Curriculum Campus Planning & Open Space Development Restructuring Guided landscape development for various Northwestern University campus areas APA Illinois State including Ryan Field parking and landscape improvements, North Campus Student Conference, "Successful Grant Housing, Foster Walker Quadrangle, Patten Gym, Cresap Lab, Dearborn Observatory, Writing: Putting Plans University Hall and The Office of Alumni Relations. Led assignments for campus into Action", 2010 developments including Glenbrook South High School (Glenview); Bellarmine Jesuit APA Chicago Metro House (Barrington); and Deerfield Northwest Quadrant Master Plan (Deerfield). Section, "Outside the Directed site and landscape planning for urban agricultural developments, including Box: A Historic The Talking Farm (Skokie) and Growing Home Expansion (Chicago). Guided landscape Preservation Toolkit for development for specialty landscape projects including Apache Park (Des Plaines); Planning", 2011 B'Nai Torah (Highland Park); Wilmette Library Reading Garden (Wilmette); Glenbrook Glenbrook South High Hospital Memorial Sculpture Garden (Glenview); Glencoe Village Hall and downtown School Women in Math and Science Breakfast, planting enhancements (Glencoe); and Astellas Pharmaceuticals (Glenview). 2010- 2016 APA Illinois State Corridor & Urban Design Guidelines Conference, "Corridors: Managed corridor planning assignments on behalf of communities and agencies, Places Beyond including public outreach, technical mapping and urban design to guide planning Pavements", 2014 direction for publicly and privately owned corridor properties, including North Avenue Good Food Policy (RTA, Pace, Chicago, Oak Park, Elmwood Park, River Forest, Melrose Park, River Grove, Conference, Chicago, 11111,hill I l CCINI, I I 1 I N I l i PROPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, VA IIJ"MII CCfIIII II`1I I ID, IA IlIAl:l �d CR11', II+I:II�11111U1911: NII II fd,i011,1f 1 111 INNJ 111111Ji IIII 1W�011i +IIII 01111 11 11''11+111111('11 Al I�1111IF( Gln1 17111'I':I kOHI'111D u.lrltll, ,. q I bVI I1MA' I NUI`IP I R I'k, I'L In IC WGPP.44:.CRIIN. 63 "Collaborate, Educate, Stone Park, Northlake, Elmhurst); Ridgeland Avenue (RTA, Cook County DDOTH, Create Place: A Burbank, Oak Lawn, Chicago Ridge, Worth, Alsip, Palos Heights); 95th Street (CMAP, Working Urban Farm in Oak Lawn); Milwaukee Avenue (Prospect Heights); Palatine Road/Rand Road/Arlington Skokie", 2015 Heights Road (Arlington Heights); Route 14 (Fox River Grove). Continuing services for APA Chicago Metro these assignments have resulted in various forms of implementation, including built Section, "Branding: Beyond the Logo", facades, streetscapes and plazas as well as enhancements to municipal policies, codes 2016 and ordinances. Gateway & Wayfinding Signage Guided gateway and wayfinding signage packages for downtown district, civic campus and corridor enhancement projects. Signage assignments have been completed for Orland Park, Glendale Heights, Oak Lawn, Canton, Arlington Heights and Prospect Heights. Led a robust public process to create a new graphic identifier for Orland Park for inclusion in signage features and Village marketing materials. Fagade Enhancements Conducted group workshops, prepared facade program materials and fagade enhancement visualizations to assist with facade improvement projects, including Chicago Ridge, Broadview, Canton, Glencoe, Fox River Grove, Rochelle, Lombard and Olympia Fields. Site, Landscape & Architectural Plan Review Prepared project reviews and testimonies for a variety of large and small scale development projects, including Glencoe, Highwood, Deer Park, Fox River Grove, Bloomingdale, Itasca, South Elgin and Algonquin. Infrastructure Design While at another firm, collaborated with teams of engineers, architects and landscape architects on high profile infrastructure projects including the South Lake Shore Drive Reconstruction through Historic Jackson Park and the Michigan Avenue Planters associated with the North & South Grant Park Garages in Chicago. 11111,Ili 11 I l CCINI, I I 1 I NI D f l OPI II R' I I lI II:aI I NG Ifl I MINIS, IM, CONIA IN,, VA I IJ"MI I CICINH 11 I I`1I I I. I D, 11 I IA1. 1 �d CR1 1', Nf C1:1f1VH lU J 111NII111I �f�d11, i� 11,1NI ':III IIhl 111111Ji IIII 1W�011i I+IIIIA11111 11 11''11+111111('111 Al I�1111IF( Gln117111'I': 11OHIM111D u.1�1t11, ,. q I NVI I1MA' I NU I `H I R I'k, I'L In CNGpNCR,. 64 Education Mr. Suardini's background includes extensive knowledge in both landscape B.L.A., Landscape architecture and planning professions. Joining Teska in September of 2012, Dominic's Architecture Michigan experience includes a broad range of urban design, land planning, landscape design, State University, East construction documents, and planning projects, with a passion for creating special Lansing, MI places for people to live, work and play. Over 12 years experience in hand and computer rendering with applied software programs AutoCAD, Adobe Creative Suite, Google SketchUp, and Microsoft Office Dominic brings both work experience and graphic communication to the drawing board. Detail -oriented with abilityto put on the planner hat, Dominic understands big picture thinking involved in community planning down to the smallest of details in creating a vibrant and unique streetscape for a community. At Teska, his role as a designer has ranged from producing projects in size from playgrounds to streetscape design to large scale community master plans. His focus is executing projects from schematic design through construction and providing clients multiple creative solutions to every project no matter how large or small. Corridor and Urban Design Guidelines Participated in community planning assignments which resulted in the design direction for publicly and privately owned properties, including assignments in Prospect Heights (Milwaukee Avenue Corridor), Arlington Heights (Palatine Road/Rand Road/Arlington Heights Road Corridor), Oak Lawn (95th Street Corridor), 6 communities (Ridgeland Avenue Corridor Plan), Fox River Grove (Downtown Subarea Architectural & Streetscape Design Guidelines), Chicago (Little Village SSA 45), and Evanston (Fountain Square Plaza Visioning). Transportation & Streetscape Planning Worked on behalf of both private developers and municipalities to develop streetscape visioning and detailed bid document plans for streetscape developments. Transportation & Streetscape planning assignments include Orland Park (Orland Park Transportation Plan), Broadview (Roosevelt Road Streetscape), and Grayslake (Washington Street Grade Seperation) Gateway & Wayfinding Signage Prepared gateway and wayfinding signage packages for downtown district and corridor enhancement. Signage assignments have been completed for Orland Park, Glendale Heights, Arlington Heights, Prospect Heights, Fox River Grove, Broadview, Melrose Park, Ridgeland Avenue, Oak Lawn, Olympia Fields, Orland Park, and SSA 45. Landscape Architecture Provided landscape architecture design services for publicly and privately owned properties including, Glencoe Village Hall, Glenstar Mixed -Use Development, Roosevelt Road Streetscape, and Northwestern University North Campus Infrastructure Landscape Plan, and Northwestern University Foster Walker Quad Landscape Plan. 11111,hill I l CCINI, I I 1 I N I l i fl OPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l �d CR11', Nf C1:1fA11111f UUJ 111NI1,11 �:r��111, i� 11,1NI 'IIII IIhl 111111Ji IIII 1W�011i I+IIII 1111 11 11''11+111111('11 A, L.1 P�11N1`F( Gln10YI'N: 11O1�11'111D u.1�1t11, ,. q I NVI I1MA' I NU I `H I R I'k, I'L In CNGVNrCR, . 65 Professional Mr. Reynolds joined the Huff & Huff team in October 2004 after working with an Registration environmental consulting firm in La Crosse, WI since 1994 and currently has 23 years Professional Geologist via of experience as an environmental consultant. Experience includes risk assessment, ASBOG Exam Phase I and II environmental site assessments, subsurface investigation, and Illinois #196.001170 remediation including voluntary and consent order remediation sites involving rent); (2006 -current); Nebraska 3 chlorinated solvents, petro and agri-chemicals, RCRA, and CERCLA hazardous waste (2009-currnet); sites, solid and hazardous waste management. In addition, Mr. Reynolds has Minnesota #54194 transportation project experience related to municipal, local highway, interstate, and (2016-currnet) railroad projects including special and hazardous waste screening and extensive Currently applying for PG experience related to direction of soils to clean construction and demolition debris via reciprocity/comity (CCDD) facilities for numerous municipalities/cities; Preliminary Environmental Site in KS and WI. Assessments (PESA) and Preliminary Site Investigations (PSI). Education Special Waste and Spoils Assessment for CCDD Disposal B.S., 1994, Geology, Winona State • Principal in charge of Phase II contract with IDOT (PTB 178-008), responsible for University, Winona, implementing work order requests from IDOT to perform PSIS in District 1, MN including oversight of staff, scoping, review of data and reports. • Oversight of staff completing PESA, PSI, and CCDD Assessments for multiple Affiliations prime consultants and direct for municipalities and contractors in Cook, Lake, Northbrook DuPage, Kane, and McHenry counties. Environmental Quality a Ongoing direction of soils for final disposition at Clean Construction and Commission (Chair) American Public Works Demolition Debris (CCDD) determination for multiple municipalities, contractors, Association (APWA) and various transportation related projects via LPC -662 and LPC -663 Forms and National Groundwater painted CCDD via LPC -667 Form including City of Aurora, Villages of Northbrook, Association (NGWA) Glenview, Wilmette and others (2010 -current), including Phase III oversight, ACEC Illinois (Risk screening, and direction of loads during construction activities. Management • Completed special waste screening/PESAs and/or PSIs on dozens of Phase I and Committee Member) 11 Transportation Projects for multiple prime consultants and/or directly for municipalities and Departments/Divisions of Transportation in Cook, DuPage, Kane, Lake, McHenry, and Will Counties. • Completed CCDD assessment and prepared 27 LPC -Forms for alley projects in the Village of Oak Park, IL. • Conducted Special Waste and CCDD Assessment for stormwater infrastructure portion of O'Hare Bypass project within Franklin Park industrial park in preliminary phase of Illinois State Toll Highway Authority (ISTHA) (2015 -current). • Subsurface investigation, special waste screening, human health risk assessment, and environmental oversight during construction for Bloomingdale Trail Project and associated Walsh Park (Site Remediation Project -seeking NFR status), City of Chicago, IL. • Conducted Special Waste and CCDD Assessment for the ISTHA 1-90 interchange improvements including Elmhurst Road, Des Plaines, IL, Barrington Road, Hoffman Estates, IL, and IL -Route 25, East Dundee, IL (2013 -current). • Conducted CCDD Assessment for various signal improvement project locations in Kane County, IL. • Currently conducting PESA, PSI, CCDD assessment for the Longmeadow Parkway Bridge Project over the Fox River, Carpentersville, IL. 11111,hill I l CCINI, I I I I N I D PROPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CiroII II`1I I ID, IA IIA1.1 J CR11', IIC1:1fA1I1111WUUJ 1U191I: NII 1111 fd,i011,1f I 111 INNJ 111111Ji IIII 1W�011i +IIII 1111 11 11''11+111111('11 Al I�1111IF( Gln1 17111'I':I IO 1�11'1111i u.1r1tI1, ,. q I bVI I1MA' I NUI`IP I R I'k, I'L In CNGVNrCR, . 66 • Currently conducting PSI and CCDD assessment for improvements planned for Randall and Stearns Road, South Elgin, IL. Water Quality • Worked with Village of Deerfield to obtain and implement an Illinois EPA 319 Water Quality Grant to design and install a rain garden at a Village -owned parking lot associated with Metra station parking lot. • Coordination with Village of Northbrook to implement residential cost sharing program to install rain gardens and bioswales in flood prone locations and sustainable design considerations for projects in the current 10 -year Master Stormwater Plan. Conducted hydrogeologic study associated with a proposed development adjacent to the protected Wagner Fen in Lake Barrington, IL. Completed potable water well survey and sampling related to CCDD landfill Clean Closure Assessment surrounding parcel acquired by Kane County for construction of Stearns Road in South Elgin, IL. Remediation • Currently conducting assessment of significant remediation challenges related to land acquisition of a portion of quarry formerly operated as the Fox Valley Rifle Range to develop remedial strategies related to handling and disposal of 35,000 cubic yards of previously hazardous lead impacted spoils treated/stabilized and placed within a soil management zone Longmeadow Parkway Bridge Project over the Fox River, Carpentersville, IL. • Planned, coordinated, and oversaw the closure of Lagoon #5 at the Peoples Energy Resources Corporation (PERC) at a former Synthetic Natural Gas (SNG) Plant which included dewatering of a 0.45 -acre settling lagoon, removal/drying of accumulated contaminated sediments, and off-site disposal at a RCRA Subtitle D Sanitary Landfill and acquiring a No Further Remediation (NFR) status from the Illinois EPA through the site Remediation Program (SRP). • Protection of NFR status for a previously remediated industrial site owned by the City of Chicago Public Schools in a joint project with the Chicago Park District to reconstruct Greenbaum Park over the formerly remediated property, including direction of various excavated materials to multiple disposal facilities. • Completed emergency remediation related to jet fuel spill at O'Hare International Airport, directing the excavation and disposal of impacted soils and seeking No Further Remediation letter from Illinois EPA. • Oversight and direction of projects involving pneumatic fracturing using nitrogen and subsurface injection of emulsified zero -valent iron (EZVI) and/or ZVI at sites with soil and groundwater contaminated with trichloroethylene (TCE) in Ohio and Illinois (2005-2008) and other ongoing projects at sites in CA and LA. • Involved with operation and maintenance of soil vapor recovery and/or groundwater recirculation systems at sites contaminated with perch loroethylene (PCE), TCE, and/or carbon tetrachloride in OH, NE, and CA. • Designed and directed an excavation project involving deep shoring adjacent to an existing railroad right-of-way and deepwater sea -port facility in Stockton, CA (2006), resulting in successful site closure in a tough regulatory environment. 11111,hill I l CCINI, I I 1 I N I l i PROPIR 111 N'r I ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l J CR11', Nf C1:1fA11111f UUJ 111NI1,11 �:r��111, i� 11,1NI 'IIII IIhl 111111Ji IIII 1W�011i I+IIIU0111 11 11''11+111111('11 A, L.1 P�11N1`F( Gln10YI'N: 11O1�11'111D u.1�1t11, ,. q I NVI I1MA' I NU I `H I R I'k, I'L In CNGVNrCR, . 67 Education Lailah Reich is a biologist with experience in wetland delineations, Section 404 and 401 M.A. Candidacy in permitting, local and regional stormwater permitting, threatened and endangered Geography and species studies, tree surveys, soil and erosion control plan review and inspections, as Environmental Studies well as water quality and best management practices concepts. Ms. Reich has at Northeastern Illinois conducted over 350 wetland delineations within the Chicago region inclusive of all University B.S. iversi Biological collar counties as well as northern Indiana/southern Wisconsin. She is competent in Sciences, Illinois State 404 and 401 permitting process with use of 2010 USACE Wetland Delineation Manual University, Normal, and Midwest Addendum, NPDES permitting and has assisted in data collection, Illinois analysis, and reporting for over 20 EA, EIS, and ESIS documents. She has conducted Wetland Delineation habitat restoration for the federally endangered Hine's emerald dragonfly within Training (USACE 2004) multipleforest preserve districtsforthe Illinois Tollway and hasconclucted endangered IWEER species surveys. Ms. Reich has conducted over 350 wetland delineations within the Wetland Plant Chicago region as well as northern Indiana/southern Wisconsin. Competent in 404 and Identification 401 permitting (regional, nationwide, and individual) with use of 2010 USACE Wetland coursework via Dr. courseworkDr. nbrock Moh2007, Delineation Manual and Midwest, Northcentral/Northeast Addenda, NPDES 2009, 2010, permitting, Chicago metropolitan stormwater permitting, tree surveys, and Floristic 2014) Quality Assessments. Lailah is a certified herbicide/pesticide applicator in Illinois and Indiana, is a Lake County Certified Wetland Specialist, a Kane County Wetland Review Specialist, a McHenry County Certified Wetland Specialist, a Lake County Designated Registrations & Erosion Control Inspector, and is a Certified Arborist (IL -9047A) through the Certificates International Society of Arboriculture. Illinois Certified Pesticide Applicator NEPA Documentation and Analysis Lake and McHenry County Certified Illiana Corridor Environmental Impact Statement, Natural Resources Wetland Specialist US 51 Environmental Impact Statement, South Central Illinois, Natural Kane County Wetland Resources Tech Memorandum/ Agricultural Tech Memorandum Review Specialist Illinois Intercity High -Speed Rail Environmental Impact Statement, Natural Lake County Designated Resources Erosion Control Prairie Parkway Environmental Impact Statement, Grundy, Kendall and Kane Inspector Counties, Illinois • ISA Certified Arborist Environmental Assessment for the Churchill Woods Dam Removal project in (IL -9047A) Churchill Woods Forest Preserve for the DuPage County Stormwater Affiliations Management Division/Forest Preserve District of DuPage County Illinois Native Plant Society Wetland Delineations and Permitting Midwest Invasive Plant Wetland delineations for IDOT improvements to Illinois Route 394 at Bauville Network Road, Crete, Will County Conservation Foundation Wetland delineation update for IDOT improvements to Illinois Route 68 over Chicago Wilderness Salt Creek, Palatine, Cook County International Society of Wetland delineations for IDOT improvements Golf Road at Harms Road, Cook Arboriculture County • Wetland delineations and Section 404 permitting (Chicago and Rock Island Districts) for improvements to a 40- mile segment of Interstate 88 for the Illinois Tollway • Wetland delineations for improvements to a 10 -mile segment of Interstate 355 for the Illinois Tollway 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 J CR11', Nf C1:1f 1VH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII W1O11i I+IIIIA11111 11 11''11+111111('111 A,L..I I�1111IF( flY1 17111'I': 11O HIM111D u.1�1t11, ,. q I bVI IRRO' I NUI`IP I R I'k, I'L In CNGVNrCR, . 68 • Wetland delineations for City of Naperville proposed reconstruction and widening of North Aurora Road between Frontenac Road and Fairway Drive in Naperville and Unincorporated, DuPage County • Wetland delineation for the Village of Carol Stream proposed construction and reconstruction of a multi -use bike path as part of the Carol Stream Southeast Bike Path project located in DuPage County • Wetland delineations for improvements to a 12 -mile segment of Interstate 294 for the Illinois Tollway • Wetland delineations for IDOT improvements to Pump Station No. 4, Cook County • Wetland delineations for proposed improvements to Wheeling Road beginning south of Harvester Court and extending south to West Hintz Road in Wheeling, Cook County • Wetland delineations and tree surveys for DuPage County Forest Preserve District extension of DuPage County trail system located in Pratts Wayne Woods INAI site • Wetland delineations for improvements to U.S Route 45/52 (96th Avenue) over an unnamed tributary to the South Branch Forked Creek located in Peotone Township, Will County • Wetland delineations and attended permitting pre -application meetings with the Lake County SMC for Lake County DOT proposed improvements to the intersection of Gilmer Road at Midlothian Road in Hawthorn Woods and unincorporated Lake County • Wetland delineations for DuPage County DOT connection of the existing Illinois Prairie Path from the bridge crossing over Eola Road to the existing path on the north side of Interstate 88 • Wetland delineations and tree surveys for the reconstruction and widening of Quentin Road between Dundee Road and Lake Cook Road in Cook County, Illinois. Tree surveys conducted within Cook County Forest Preserve District, Camp Reinberg and Deer Grove Forest Preserve. Attended stakeholder meetings and coordinated groundwater surveys • Wetland delineations and Section 404 permitting for Will County DOT Manhattan Road improvements • Wetland delineations, jurisdictional determination coordination, eastern prairie fringed orchid surveys, and USACE Section 404 permitting for improvements to the intersection of Wilson Road and Nippersink Road in Round Lake, Lake County for Lake County DOT • Wetland delineations for IDOT for Laraway Road improvements • Wetland delineations, jurisdictional determination coordination, and USACE Section 404 permitting for the Village of Barrington, Hart Road and US Route 14 improvements, Lake County • Section 404 Individual Permit for the Illinois Tollway 1-90 improvement project over the Fox River • Wetland delineations for Chicago DOT roadway improvements to North Lake Shore Drive between Grand Avenue and Hollywood Avenue in the Chicago • Wetland delineations for Longmeadow Parkway, Kane County DOT 11111,Ili 11 I l C I I I I 1 I NI D f l OPI II R' I I lI II:aI I NG Ifl I MINIS, IM, CONIA IN,, V I IJ"MI I CICINH 11 I I`1I I I. I D, 11 I IA1. 1 J CR1 1', Nf C1:1 1VH lU J 111NII111I f�d11, i� 11,1NI 'IIII IIhl 111111Ji IIII 1W�011i I+IIII o11H1 11 11''11+111111('111 Al I�1111IF( MY'1 17111'I': 11O HIM111D u.1�1t11, ,. q I N I1MAI INMNPI R I"k,I'L In CNGpNCR,. 69 Education Kelly K. Conolly helps lead the Sam Schwartz Chicago office traffic and parking group B.S. Civil Engineering and has thirteen years of experience in the traffic engineering and transportation University of Illinois planning fields. She is a licensed professional engineer that brings a creative yet Urbana- Champaign, buildable approach to planning and designing transportation solutions. She has 2004 managed or assisted in the completion of hundreds of transportation plans in her Registration career, which always incorporate bicyclists, pedestrians, and transit in a cohesive plan Professional Engineer, IL that completes the transportation and parking management discussion. Professional Mount Prospect Downtown Transportation Study, Illinois Affiliations Ms. Conolly is currently working with the Village of Mount Prospect on its downtown Institute of traffic and transportation study. She is leading the traffic analysis component of the Transportation study in close coordination with the on-going train station and platform relocation Engineers analyses. Women in Transportation Seminar Randhurst Village Traffic and Parking Evaluation, Illinois American Planning At a prior firm, Ms. Conolly led a comprehensive parking and circulation study of Association Randhurst Village that specifically involved traffic analysis and modeling of the complex Lambda Alpha external roadway network and signal system serving the shopping center. International — Ely Chapter Obama Presidential Library, Chicago, Illinois Working for the Obama Foundation, Ms. Conolly was responsible for all traffic and Presentations parking analysis associated with site selection services for the Obama Presidential Complete Trails, Center. Follow- up services are on-going and include a comprehensive traffic study in Complete Crossings, APA -IL 2014 close coordination with the Chicago Department of Transportation and the Illinois Conference, Transport Department of Transportation. Chicago 2014 Smart Parking Neil Street Corridor, Champaign, Illinois Management in Ms. Conolly is currently managing the transportation component of a plan for the key Downtowns & Districts gateway corridor of Neil Street from the interstate through Downtown Champaign and 2016 ultimately connecting with the University of Illinois campus. Midwestern/Great Lakes ITE Conference Howard Street Phase I, Evanston and Chicago, Illinois Smart Parking Management, APA IL Ms. Conolly lead the pedestrian and bike facility design component on the team 2016 Conference helping the City of Evanston complete the Phase I Engineering of Howard Street, an urban corridor that serves as the border between Evanston and Chicago. Tribune Properties, Chicago, Illinois Ms. Conolly is currently the lead traffic engineer responsible for transportation consulting services for developers of the massive Tribune Holdings site. The project is situated in one of the most congested neighborhoods in the City - not just for traffic, but transit and pedestrian disconnections. Laraway Crossings, Joliet Illinois Ms. Conolly is currently managing the completion of a traffic study, as well as intersection and signal design services for a large private development industrial site in Joliet containing several traffic and truck -intensive uses such as Amazon and IKEA distribution facilities that service the entire Chicago -land region 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 �d CRI1', Pf C1:11VH lU J 111NII111I f�d11, i� 11,18 �INI NN1 111111Ji IIII WIO11 I+IIIIA11111 1111''11+111111('111A,L..II�1111IF( GIn117111'I': 11OHIM111D u.1P1t11, ,. q I b I1MA' I NUIPIP I R I "k, IPU. In CNGVNrCR, . 70 Education Sara Disney Haufe is a Senior Transportation Engineer specializing in traffic engineering B.S. Civil & and transportation planning for Sam Schwartz. She brings 12 years of experience Environmental completing projects for public sector, private sector, and institutional clients. With Engineering extensive experience on projects within the Chicago region, Ms. Disney Haufe's areas University of Illinois, of expertise include traffic impact analyses, transportation planning studies for 2005 campuses and downtown districts, parking utilization and demand analyses, data Registraiton collection, access/circulation evaluations, and traffic simulation modeling. Leveraging Professional Engineer, her technical background and strong communication skills, Ms. Disney Haufe Illinois collaborates with stakeholders, jurisdictional staff, and the project team to achieve Professional Engineer, successful project outcomes. Wisconsin Professional Traffic Rand Road Corridor Plan, Mount Prospect, Illinois Operations Engineer Ms. Disney Haufe was a technical advisor on the traffic engineering elements of this Professional project, which was performed as part of the Regional Transportation Authority's Affiliations Community Planning Program. In this role, she was responsible for overseeing field Urban Land Institute data collection, peak period observations for use in calibrating traffic analysis, and Chicago quality control for capacity analyses prepared for this study. —Associate Member Institute of 1-88/IL 47 Interchange Study, Sugar Grove, Illinois Transportation On a team of consultants tasked with feasibility analysis and Phase I design for this Engineers, Past project, Ms. Disney Haufe performed traffic engineering tasks for the proposed President—Illinois expansion of the Interstate 88 at Illinois Route 47 interchange in Sugar Grove, Illinois. Section Young Professionals in For the two phases of the project, Ms. Disney Haufe forecasted future traffic for the Transportation, full -access interchange and collaborated with agency staff on the design volumes that Member provide the basis for the study and design. Capacity analyses and traffic safety evaluations were prepared to inform the selection of a preferred design alternative for review and approval by IDOT, the Illinois Tollway, and the Village of Sugar Grove. 1-90/IL 47 Interchange Study, Huntley, Illinois As part of a team of engineering consultants, Ms. Disney Haufe worked on the traffic planning and engineering for a design project to expand the half -diamond interchange at Interstate 90 and Illinois Route 47. To lay the foundation for the interchange configuration, Ms. Disney Haufe developed detailed future traffic projections for the study area that conformed to local and regional planning resources. She then prepared capacity analyses to assess the functionality of several interchange alternatives. The results of these analyses informed the selection of a preferred design alternative and preparation of construction documents. Main Street District Transportation Plan, Orland Park, Illinois As part of an engineering project team, Ms. Disney Haufe provided traffic engineering and transportation planning services to promote the walkable urban environment desired by the Village for this 15 -acre development. Recommendations in the final study included input on the internal street grid, traffic control and capacity requirements at external access intersections (in accordance with IDOT requirements), and pedestrian accommodations. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 J CRI1', Pf C1:1f IVH lU J 111NII111I �f�d11, i� 11,1f l �INI NN1 111111Ji IIII 1WP011 I+IIII o11H1 11 11''11+111111('111 Al I�1111IF( flY1 17111'I': 11O HIM111D u.1P1t11, ,. q I bVI I1MA' I NUIPIP I R I'k, IPU. In CNGVNrCR, . 71 Education Peter Wojtkiewicz is Vice President and Chicago General Manger for Sam Schwartz. Mr. B.S. Civil Engineering Wojtkiewicz brings 18 years of experience in the Chicagoland marketplace. He oversees University of Illinois, operations of both our Downtown Chicago and Itasca offices, which accommodate our 1999 clients on transportation planning, traffic engineering, transit, shared mobility, as well Registrations as geometric and traffic signal design projects. In addition to his General Manager Professional Engineer, duties, Mr. Wojtkiewicz specializes in traffic signal timing and design projects and is Illinois Principal in Charge of Sam Schwartz IDOT, CDOT, County DOT, and other municipal Professional Engineer, engineering contracts. Florida Professional Engineer, IDOT District 1 SCAT (Signal Coordination and Timing), Chicagoland Area, Illinois New York Mr. Wojtkiewicz has been part of the consulting contract for IDOT District 1 for the past Professional Engineer, 18 years, including the last 10 years as principal in charge. He led the re -study of the Iowa closed loop system which includes the IL 83- US 12 - Kensington Intersection on two Professional Engineer, occasions for IDOT. Characteristics of corridors he studied include: SPUls (single point Michigan Professional Traffic urban interchanges), arterials through central business districts, and arterials that cross Operations Engineer or run parallel to commuter rail lines with numerous railroad pre-emption calls during IMSA Work Zone, Level I, rush hour. Level II, Traffic Signals Certification Mount Prospect Downtown Transportation Study, Illinois Ms. Wojtkiewicz is currently working with the Village of Mount Prospect on its Affiliations downtown traffic and transportation study. He is leading the train station and platform Institute of relocation analyses portion of the study, working in close coordination with the traffic Transportation analysis component related to a new residential development. Engineers ACEC— Illinois - IDOT Committee Member 87th St. & Pulaski Rd. Traffic Signal Sequence Design, Chicago, Illinois Mr. Wojtkiewicz designed a new signal sequence and developed a timing plan for the closely spaced triangle -intersection of 87th Street, Pulaski Road, and Southwest Publications Highway. He also accounted for safety clear -out phases for a railroad crossing that Co-author, FHWA's bisected the intersection. This intersection has the same geometric characteristics and Signalized Intersection similar traffic volumes to the IL 83- US 12 - Kensington Intersection. Information Guide, Second Edition IDOT District 1 Various Traffic Signal Design Projects, Chicagoland Area, Illinois Mr. Wojtkiewicz serves as principal in charge of Sam Schwartz various traffic signal design contract for IDOT District 1. Representative work orders include full design of new traffic signals at existing signalized intersections, upgrade of signals to LED lenses, battery backup systems, and countdown pedestrian timers, and fiber optic interconnect between signals. All work orders include quantities, cost estimates and project specific specifications. FHWA Signalized Intersection Manual, Illinois Mr. Wojtkiewicz was a team member for the revision of the FHWA Signalized Intersection Manual. He provided technical expertise to the team in the areas of signal coordination plans, and emergency vehicle preemption 11111,Ili 11 I l C II I I 1 I NI D PROPI II R' I IlIIII IN IflIIMI I IM, CONIA IN,, V'% IIJ"MII CICINH11 II` 1 I I, A, ID, I1 IIA1.1 J CRI1', Pf C1:11VH lU J 111NII111I f�d11, i� 11,18 �INI NN1 111111Ji IIII 1WP011 I+IIIIo11H1 1111''11+111111('111A,L..II�1111IF( GIn117111'I': 11OHIM111D u.1P1t11, ,. q I b I1MA' I NUIPIP I R I "k, IPU. In CNGVNrCR, . 72 3 1 Previous Experience .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Design Aplprovalls Patrick has extensive experience in Phase I Engineering Services for our municipal clients. Our proposed Project Manager, Jarrod Cebulski, PE, previously worked at IDOT as Head of Consultant Studies in the Bureau of Programming, performing Phase I Studies for highway improvement projects of a variety of sizes and scopes. Patrick has prepared state and local agency federally funded Phase I projects in Northeast Illinois totaling 38 individual Design Approvals in recent years (see table below). 1 IL 59 at US 30 (IiDOT) 1200 2 IL 38 at Gary's Mill Road (uu:DOir) 1 2008 3 IL 72 at Moon Lake Boulevard (uu:Doir) II 2008 4 Rakow Road, Ackman Road to IL 31 (u..ocaall) 1 2009 5 IL 50 at Morning Glory Drive yii xnir) 12009 6 1-80 at 1-57 EB to NB Ramp (00T) 12009 7 IL 31/IL 56 at 1-88 Ramps (oiil 1 2009 8 West River Road Culvert (oiil 12009 9 US 6 at Bell Road (uu:)oii) II 2009 1.0 Narragansett Avenue, 87th Street to 79th Street (Il..aacall) 12009 :1.:1. IL 47 at Plank Road (IlLo:aall) 1 2009 11.2. IL 72 at Randall Road (IlDOlr) II 2010 :1.3 Madison Street over Union Station (u..aaaall) 12010 14 IL 38 at Meredith Road (IlDOlr) II 2010 15 Fullerton Avenue over Salt Creek (Local) 12010 1.6 US 12 at Honey Lake Road (lir.)oii) 1 201.0 17 IL 58 at Shales (IiDOT) II 2010 1.8 Wolf Road @ 183rd (1111DO11) 12010 1.9 IL 53 at New River Road (utrOT) II 2011 2.0 75th Street over East Branch DuPage River (Lo as ll) 12011 2.1. US 34 at North Aurora/Raymond (u11DO11) 1 20:1:1. 2.2. IL 171 at 104th (uu:)oii) 1 2oll 23 US 20, Bartlett to Park (uu:)oii) 1 201.1. 2.4 IL 38 at County Farm Road (IlLoc«all) 12011 25 Washington Street, Hainesville Road to Lake Street (IlLocal) II 2012 26 IL 47 at Waubonsee Drive/Old Oaks Road (u..aacall) 1201.2 2.7 115th Street at Pulaski Road (110011) 12013 2.8 1-80 Westbound Ramps at Briggs Street (10 011) 1201.4 2.9 US 12/20/45 at US 34 (lilrpoir) 12014 30 IL 53/68 (Dundee Road), US 12 to Kennedy Drive (uu:)oii) 1 214 1. Interstate 80, Ridge Road to US 30, Near -Term Project (uu:Dcir) II 2015 32 Woodridge Drive, Center Drive to 751h. Street (u..ocall) 1 21016 33 US 20 Culvert North of Beck (1iu:)cf,r) 12016 34 US 20 at Coral Road and at Union Road (I111DOT) II 2016 315 791h Street, Madison Street to County Line Road (u..ocall) 1201.7 36 Woodward Avenue from I-55 to Internationale Parkway (It.ocaal) II 20'17 :b7 Glenwood -Dyer Road, Stoney Island Avenue to IL 83 (MOT) II 21:17 38 IL 72, from Oakton Street to east of IL 83 (Busse Road) (Illll 1201,7 Funding Patrick has assisted numerous local agencies in securing funding for highway and shared -use path projects including, securing Chicago Metropolitan Agency for Planning (CMAP) Congestion Mitigation and Air Quality (CMAQ) funds for the McHenry County DOT's Rakow Road McHenry County Prairie Trail Realignment and Overpass Project; CMAP's Transportation Alternatives Program — Local (TAP -L) for Elk Grove Village's Oakton Street Multi -Use Path Project; CMAP's Surface Transportation Program (STP) funds for the Village of Burr Ridge's Burr Ridge Parkway Resurfacing and Sidewalk Project. We have also submitted applications for IDOT's Illinois Transportation Enhancement Program (ITEP) for multi -use trails and are knowledgeable of the Illinois Department of Natural Resources (IDNR) Recreational Trails Program (RTP). Patrick will identify a variety of funding options for your project so that the Village is able to secure the maximum amount of funding for Phase II Design and Phase III Construction Engineering and construction. IIII hill II C'N II 1 I N I D P POPP I I l'N'( Rf V II 0V I II I PIP I RII)IS, IPu +'k,CNInIPI',VIIJ,'M I I CICINH II II` 1 I IA,II I f^ I A I I Al f: 'J,MIi.. �u11HIII+I�LII ILII I,I91I'. `NIM i� II,Ip�I,II�III Hill INN RIVI 111 RI11111N li II IN if I I I('II IP�.L..I POIN N GI (JOYII°I':II "IIIIII1D unll I,II:r IIII,Iii��Ilu�Irl Ih� 15A IRICK IiN .BIW I R 1111; IPI; ENGWIMCMIN. 73 Public iinvoivement & Communication Toois Our Team will work closely with Village officials of the project. Additionally, feedback from the p success of the study. The public will be able to voice their opinions and concerns through an online survey as well as at the open public meetings. Simillar Projects Patrick also has extensive experience in Phase II plan preparation and Phase III construction for similar projects for IDOT and local agencies. On the following pages, we have provided information on our team's similar project experience. • IL 53/68 (Dundee Road), from US Route 12 (Rand Road) to Kennedy Drive o Corridor Phase I Study on a State Route that included a Property Access Study • Prince Crossing Road at Hawthorne Lane o Intersection Traffic Safety Study • Happ Road, Winnetka Road to Willow Road o Phase I Corridor Study including a Complex Five -Legged Intersection and a Multi -Use Path • John Humphrey Drive at 143rd Street o Phase I Intersection Study with an Intersection Design Study • Woodward Avenue, Internationale Parkway to 1-55 o Phase I Study and Phase II Plans for a Roadway Rehab Project and ADA Improvements • 79th Street, Madison Street to County Line Road o Phase I Study and Phase II Plans for a Roadway Rehab Project and ADA Improvements • IL 47 at Waubonsee Drive o Phase I Intersection Study with an Intersection Design Study and Phase II Plans • Kirk Road, Butterfield Road (IL 56) to Cherry Lane o Phase I Study and Phase II Plans for Safety HSIP Improvements, and Signal and ADA Work • Laraway Road, Cedar Road to LaGrange Road o Phase I Corridor Study including Intersection Design Studies and a Multi -Use Path • Mount Prospect Downtown Transportation Study o Traffic Study within the Village AIUIU of the above listed projects were managed by our proposed Project (Manager, ,Jarrod Celbullslki, (PIF Project examples are also included for our three subconsultants, Sam Schwartz, Gewalt Hamilton, and Teska Associates. 11111,hill I l CCINI, I I 1 I N I l i fl OPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, I1 INAl:l �d CR11', Nf C1:1fA11111f UUJ 111NI1,11 /:r��111, i� 11,1NI '(III IIhl 111111Vi III( 1W�011i 1N111 o1111 11 11''11+111111('11 A, L.1 P�11N1`F( Gln10YI'I': 11O 1�1r111D u.101t11, ,. �I 5A IRRO'INMNPI R I'k,IW In CNGpNCR,. 74 Patrick Engineerinq Inc. (Construction) turning vehicles along this highly developed commercial corridor. Schedule Patrick performed a Phase i Study for the Illinois Department of Transportation (IDOT) 01/2010-2014 Region One for Illinois Route 53/68 (Dundee Road) from US Route 12 (Rand Road) to Owner Kennedy Drive/Frontage Road. This assignment was part of a blanket contract with Illinois Department of IDOT's Bureau of Programming Project Studies Section. This project was part of the Transportation federal Highway Safety Improvement Program (HSIP) as administered by IDOT. The Project Cost program's purpose is to reduce traffic fatalities and serious injuries on all public roads. $3,310,500 This project addressed an increased occurrence of collisions due to a high number of (Construction) turning vehicles along this highly developed commercial corridor. Schedule The project included site data collection, evaluation and interpretation of crash data, 01/2010-2014 Highway Safety Manual (HSM) analysis, capacity and queue length analyses, local agency coordination, and upon IDOT approval of concept geometry, final Phase plans Service Provided were developed as part of the Project Report. The HSM analysis was performed to • Phase I Studies predict the safety performance of various proposed roadway conditions, which was • Highway Safety Manual Analysis critical in determining which improvements would have the most beneficial effect on • Crash Analysis safety along the corridor. • Traffic Analysis • Geometric Design Patrick prepared and coordinated the project plans with the Village of Palatine, utility • Location Drainage companies, and internally within IDOT to ensure all interests were considered. The Study scope included adding a right -turn lane on US 12 at IL 53/68, a left -turn lane on Kennedy • Local Agency Drive and Frontage Road at IL 53/68, widening the corner radii to allow trucks to more Coordination easily navigate the intersections, traffic signal modification, and pedestrian and bicycle • Phase I Project accommodations in accordance with IDOT's Complete Streets policy. The key feature Development of the project was the addition of a raised barrier median throughout the project limits • Stakeholder to control access and improve safety. Patrick facilitated a Public Hearing for this project Coordination due to the anticipated controversy regarding the proposed access restrictions due to • Public Involvement the barrier median. Since opposition was received from the community, subsequent to • Utility Coordination the hearing, Patrick prepared a cross -access study that identified areas where access connections could be provided between adjacent commercial properties along the corridor to help improve access to the businesses under the barrier median scenario. I III PROP I 1, C] II DI NI D PROPIR II l' N1 11C, V I I 0V I I'M IPP I RING, I JJC AM, CONInIN', VA I I1 JIBI I CifI`II II I I`1I IAI. IJ^ IAM1 INA lfJ: J CM Ii, AND f i]dIlUlIl loll."l I T11111/1 IM 010,110110ININ IlII111,k IIIII'AA U IM W I e'IINI l II IN 11 I I I i'Il 1,11 WIN I'1'l N IN,lII°I': IJOHIM111D W I I HO I I I I I I I X I I R I III MIIII NU, ll,I NI UI lAIRICK I.:I'I.AIPIPI R I'IliIWIi In IE WGPP.44:.9u.F IN. 75 1=IiroO ect IC:: etaHs Owner City of West Chicago Project Cost $TBD (total) $9,640 (Patrick) Schedule 09/2017-02/2018 Service Provided • Safety Study • Traffic Analyses • Signal Warrant Analyses • Sight Distance Study • Recommendations Report Patrick was retained by the City of West Chicago to prepare a traffic and safety study at the intersection of Prince Crossing Road and Hawthorne Lane in the City of West Chicago, DuPage County, IL. The City commonly receives complaints from constituents about long delays at this two-way stop -controlled intersection. Patrick prepared a traffic signal warrant analysis, a multi -way stop warrant analysis, and a collision analysis, which were consistent with the 2009 Edition of the Manual on Uniform Traffic Control devices (MUTCD). In addition to field assessments and traffic analyses, Patrick also created a sight triangle exhibit to establish that sight distance was limited at the east approach of the intersection. Traffic and safety analyses were based on aerial exhibits, field observations, and 24-hour traffic counts that were obtained via Miovision. Patrick prepared a reportto summarize the study findings that included four recommended safety countermeasures and investigated the application of three innovative safety countermeasures to improve the overall safety of the intersection. Per Patrick's analyses, while traffic signals were not warranted, it was determined that low-cost improvements such as installing advanced signs, adjusting existing stop bars, and improving sight distance by trimming/relocating hedges can significantly improve the intersection's overall safety performance. 11111,hill I l CCINI, I I 1 I N I l i PROPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA IlIAl:l � R11, II+I:II�11111U1911: NII II fd,i011,1f I 111 INNJ 111111Vi IIII 1W�011i VIII 1111 11 11''11+111111('11 A,L..I I�1111IF( Gln1 17111'I':I I� IIMifiI) u.1r1tI1, ,. �I b IRRO' I NUIQIP I R I'k, IW In CNGVNrCR, . 76 I Patrick is performing a Phase i Engineering and Environmental Study for the f ir�a)e°.,.tr If.:�etrc�ull Owner improvement of Happ Road from Winnetka Road to Willow Road. The Village of Village of Northfield Northfield is the lead agency for this project; however, Happ Road throughout the study limits is under the jurisdiction of the Cook County Department of Transportation Project Cost and Highways (CCDOTH) with whom the study is also being coordinated. This project $5 M (construction) will utillize federal funding for construction and, as such, coordination is also ongoing $398,832.76 (Patrick) with the Illinois Department of Transportation (IDOT) and the Federal Highway Schedule Administration (FHWA) during this Phase I Study. 5/2016 -Ongoing Happ Road has one through lane in each direction and has center left turn lanes in the Service Provided north commercial area and no median in the south residential area. Improvement • Design/Build Services alternatives were reviewed for the key intersection with Orchard Lane, which provides • Engineering Design primary access to important commercial properties within the Village downtown area. • Construction Due to this intersection's proximity to Willow Road, a traffic signal is not a practical Management option. As such, two-way stop control and roundabout alternatives were evaluated. • Electrical Engineering A traffic signal is also being considered for installation at the busy Winnetka Road • Stakeholder intersection at the south limit of the project. A full three -lane urban cross-section is Involvement being advanced for the entire corridor between the aforementioned intersections. In • Agency Coordination addition to improvements to the roadway, options are being proposed to improve the • Geometric Design pedestrian and bicyclist environment, with safer crossings of Happ Road and • Corridor Improvement additional pedestrian/bicyclist facilities along the corridor. Reference Stacy Sigman The Phase I study is following Federal guidelines and is being documented via a Village Manager Categorical Exclusion Project Development Report (PDR) following IDOT's format and 361 Happ Rd. a Drainage Technical Memorandum. Stakehoider invoivement is a key aspect of the Northfield, IL 60093 study in the identification and evaluation of improvement alternatives. In addition to 847.441.3852 a public meeting and public hearing, the Study Team has engaged in a series of Steering Committee meetings with key community stakeholders where improvement options were presented for input and consensus was developed for the preferred alternative. 11111,Ili 11 I l CCINI, 11 J NI D PROPIR II N'r I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII L ICINU 11 II` 1 I I, A, ID, IA IIA1.1 J R11', M)C1:1f 1VH lU J 111NII111I �fd11, i� 11,1 NI 'IIII INNJ 1111114, IIII 110111 1NIII01H1 11 111' 11+1111111'111 k, 1...1 MIN RIF( Gln1 17111'N: 1101111'11111 u� 111111, ,. All IO' I NU I `H I R IWh IPp IN ENGMCCR, . 77 PIroIIed etads Patrick is nearing completion of a IPlhase III Study for the Village of Orland Park for the Owner improvement of the John Humphrey Drive at 143rd Street intersection. The study is Village of Orland Park being processed through the Illinois Department of Transportation Bureau of Local Sean Marquez I Roads for federal eligibility. 143rd Street is a major east -west arterial within the Engineer 1708.403.6123 Village, and John Humphrey Drive provides a key north -south corridor, just east of • Preliminary LaGrange Road, to access the Orland Square Mall, a regional shopping center. Both Project Cost routes are four lane roads and traffic congestion at their crossing has resulted in the $2 M (construction) need for improvement. This project will be the precursor to a future planned study $191,921.23(Patrick) for the improvement of John Humphrey Drive from 143rd Street south to Mall Drive. Schedule This intersection study resulted in the inclusion of additional auxiliary turning lanes, 05/2016 -Present improved signalization, and pedestrian improvements. The improvement transitions into recent improvements at the 143rd Street at LaGrange Road intersection. Just east Service Provided of John Humphrey Drive, an existing dry land bridge along 143rd Street will be • Phase I Studies • Preliminary impacted by the proposed widening to accommodate the additional turn lanes at the Geometrics intersection. Geotechnical and structural studies have been performed to evaluate • Intersection Design widening and replacement options for this dry land bridge, as well as other soil Study treatment alternatives. The Phase I Study includes highway capacity studies, an • Dry Land Bridge Intersection Design Study, crash analyses, geometir'oc, devOopimeint, environmental Studies and Reporting evaluation, drainage studies, and the preparation of a Project Development Report. • Drainage Studies 1111 Ili I A I l CCINIUI NI D P ROPIR II PU I 11I I 1( 11 J NG IW I n I N 13, 1M M, CONIA IN" V I11' 1BI I LCM 11 I I`1I I/I I. ID, I1 I IADO R1 1', 1111+1:II�IIII IF1911: ,NI II�fI1u�� II,1 p�l�,I1�1u I I N I':1'1 .�1f�1 1MIXfi�111:1N111 1111� 11 11t' 11+111 J J J 0111 a,1..1��INP Fr GYA i711�^I!: 11OHIM111D . 1 n1�11, ENGMCIEM. 78 Project Details Patrick provided Phase i engineering and Phase II contract plan preparation for the Owner patching and resurfacing, ADA ramp improvements for existing pedestrian Village of Woodridge accommodations, and drainage improvements on Woodward Avenue, a minor arterial road in the Village of Woodridge (Village). These improvements were eligible Project Cost for '75% sTiP fedeirall funding, and therefore the project was coordinated with the IDOT Estimated $925,000 Bureau of Local Roads & Streets. (Construction) $80,670 (Patrick— Phase There was an at -grade railroad crossing on Woodward Avenue in the middle of the I, II, and III) proposed improvement, which was initially planned to be omitted from the project. Schedule However, during initial coordination with the BNSF railroad, the Village became 08/2016-04/2017 interested in the railroad's proposal to participate in the cost of replacing the crossing panels. Patrick aided in coordination and negotiation between the Village and BNSF Service Provided to come to an agreement regarding cost sharing for both design and construction • Topographic Survey engineering services, along with the construction cost itself. Throughout this process, • Phase I engineering Patrick also ensured the federal funding eligibility of this new railroad crossing work • Pavement and curb through discussions with the DuPage Mayors and Managers Conference (DMMC). and gutter condition inspection These additional railroad negotiations delayed Phase I processing until very late in the • Phase II contract plans and documents project schedule, and Patrick had done everything in their power to expedite the • Phase III Construction Phase I processing in order to meet the Village's preferred letting date. Further engineering services additional Phase I requirements came about after it was determined that a portion of Woodward Avenue near 1-55 actually resided within State-owned right-of-way (ROW). This required the submittal of an ESRF for Special Waste, along with the development of sidewalk curb ramp details for the imuti-use Ipath crossing within the State-owned ROW. All of these updates to the project scope also resulted in a change of Phase I processing methods from LAFO to State Approved CE following 3R criteria. 11111,hill I l CCINI, I I 1 I N I l i PROPIR 111 N'r I ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l J CR11', Nf C1:1fA11111f UUJ 111NI1,11 /:r��111, i� 11,1NI 'IIII IIhl 111111Vi IIII 1 0111 1NIIU0111 11 11'`11111111 i`IIIA,L..I I�1111IF( flY,10 I N:11O 1�11'111D u.101t11, ,. �I 5A IRRO' INM NP I R I'k, IW In IC WGPP.44:.CRIIN. 79 The additional railroad work and sidewalk curb ramp details resulted in the need for a pick-up topographic survey. Patrick's crew surveyed all portions of the multi -use path and roadway needed to develop compliant and constructible sidewalk curb ramp details. Patrick also used LiDAR survey to get full topographic data in the area of the railroad crossing, without needing to enter the railroad ROW. Patrick performed a detailed site visit of the project area and inspected the existing pavement, curb and gutter, pedestrian accommodations, and drainage systems for the roadway. This inspection allowed us to determine the limits of patching, curb and gutter replacement, sidewalk or multi -use replacement, and other required improvements. Patrick used an innovative method for storing the pavement patching and curb and gutter replacement locations. Our engineers were equipped with GPS enabled iPads in the field, and were able to store the approximate coordinates of these locations within a GIS program, along with a picture of the deficient area. These coordinates were then transferred directly into our CADD files, and allowed us to sketch in the limits and quantify the required patching and curb and gutter replacement much quicker and with a higher degree of accuracy than previous hand - sketching methods. Microstation basefiles were created for this project using GIS data received from the Village, along with data gathered from aerials and existing plans. Utility coordination was also required due to the Village's proposed improvements. A NGPL high pressure natural gas pipeline crossed the project as well, and permitting was required for work to be done within the NGPL owned ROW. After a successful letting, Patrick continued to lead the project through Phase III Construction Engineering. Patrick's Resident Engineer (RE) completed all documentation required by IDOT, including keeping a detailed field book which described day-to-day construction operations. Patrick completed inspection of all work done by the contractor to ensure it followed all applicable standards and IDOT specifications. All work was measured in-place to determine the quantities for which the contractor would be paid. All quantities were quickly inputted into ICORS in order to allow a swift close-out of the project. Patrick's RE was quick to respond to all concerns and issues brought to his attention by residents, the Village, and the contractor. This constant communication ensured a smooth project, and that the contractor agreed on all final quantities within weeks of construction completion. After milling operations were completed, the RE determined that the remaining pavement was in good condition, and that the surface cracks seen during Patrick's initial inspection did not warrant the planned proposed full -depth patching. This allowed the Village to save additional money, and resulted in a final construction cost that was 5.6% under the winning bid. 11111,Ili 11 I l CCINI, I I 1 I NI Dfl OPI II R' I IlIIII IN I fl I I HINIS, IM, CONIA IN,, V,% IIJ"MII CICINH11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Mf II+1UI1VH UUJ 111NII111I fd11, i� 11,1NI IN IIhl 111111Vi IIII WM,t11i 1N111 1111 11 11'' 11+111111 i'111 Al HON RIF( MY,10111'N: 11O1�11'111D u.101t11, ,. �I 5A IRRO'INMNPI R I'k,IW In CMGVNrCMN. 80 fIIC°OIOC$ I... OiraHs Patrick provided a Phase i study, Phase II contract plan preparation, and Phase III Owner construction engineering for the pavement patching and resurfacing, guardrail Village of Burr Ridge replacement, ADA ramp improvements for existing pedestrian accommodations, and ditch grading improvements on 79th. Street, a major collector road in the Village of Project Cost Burr Ridge. These improvements were eligible for "75% S"i"IIP federal) funding, and $452,000 (Construction) therefore the project was coordinated with the IDOT Bureau of Local Roads & Streets. $84,895 (Patrick— Phase I, II, and III) Patrick facilitated a kick-off meeting with the Bureau of Local Roads and Village Schedule Engineer, where the Phase I processing method was discussed. The Village initially 07/2016-10/2017 planned for the project to be processed as a Local Agency Functional Overlay (LAFO )' but was considering a number of improvements that would preclude the project from Service Provided being processed in that manner. A discussion with IDOT helped to determine what • Topographic Survey non -typical items could remain within a LAFO project, for example guardrail • Pavement Coring replacement or grading and shaping ditches, and what items would cause the Phase I • Phase I engineering processing method to change. Patrick helped the Village negotiate the intricacies of • Pavement and curb these requirements, and determine a proposed improvement that kept the project and gutter condition within a LAFO processing method. Patrick was also able to design the proposed inspection sidewalk curb ramps and other drainage related roadway slope changes without any • Phase II contract plans required excavation. By using only fill for this work, the Village was able to save both and documents time and money and forgo the often typical special waste PESA requirements that this • Phase III Construction work entails. engineering services Patrick self -performed a topographic survey and two pavement cores. It was the information provided in this topographic survey that allowed Patrick to detail the ADA ramp improvements in such a way that excavation was not required. The pavement cores were used to confirm the required resurfacing and patching depths and the overall condition of the entire pavement structure. 79th Street had existing passing zones within the project area, and a survey of the centerline was used to determine if these still met current design standards. The existing profile did not, in fact, allow 11111,Ili 11 I l C II I I 1 I NI D PROPIR II U I IlIIII IN IflIIMI I IM, CONIA IN,, V'% IIJ"MII CCINU11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Wf II+1UI1VH UUJ 111NII111I fd11, i� 11,1NI IN IIhl 111111Vi IIII WM,t11i 1NIIU0111 11 11t' 11+111111 i'111 Al HON RIF( MY' 17111'N: 11O1�11'111D u.101t11, ,. �I 5A I1"hO'INMNPI R I"k,IW ENGWrE�, . 81 for any passing zones in the project area, and alternate pavement markings were proposed to reflect that passing is no longer allowed on the road. Guardrail warrants were also performed to determine if the existing length of need was still required. The results of these warrants allowed for a decrease in the length of the proposed guardrail. Finally, turning movement investigations were performed at each side street throughout the project area. It was determined that certain side streets did not allow for turning movements for some preferred vehicles, but that the turning movements for these side streets were acceptable for the minimum design vehicle as mandated by IDOT. By not widening the side street radii pavement, the Village was able to save money on construction costs, and also didn't preclude the project from LAFO processing. If the widening work had been pursued, a PESA would also have been required. Patrick performed a detailed site visit of the project area and inspected the existing pavement, curb and gutter, pedestrian accommodations, and drainage systems for the roadway. This inspection allowed us to determine the limits of patching, curb and gutter replacement, sidewalk replacement, ditch regrading, and other required improvements. Patrick used an innovative method for storing the pavement patching and curb and gutter replacement locations. Our engineers were equipped with GPS enabled iPads in the field, and were able to store the approximate coordinates of these locations within a GIS program, along with a picture of the deficient area. These coordinates were then transferred directly into our CADD files, and allowed us to draw in the limits and quantify the required patching and curb and gutter replacement much more efficiently and with a higher degree of accuracy than previous hand - sketching methods. Patrick developed resurfacing plan sheets using the topographic survey, inspection data, aerial data, as -built AutoCad files, and GIS data. These sheets were incorporated into a Phase I submittal and the Phase II contract plans. The plan sheets were combined with all other Phase I documentation required by IDOT, and submitted quickly in order to receive Phase I design approval in a timely manner. This kept the project on schedule for the planned April 2017 letting date. Patrick developed contract specifications in the required IDOT format, addressed all contract plans and specifications comments, and submitted these final deliverables in time to meet the April letting date. Concurrently, Patrick also performed all required utility coordination in the area, and submitted a permit application with the Cook County Department of Transportation and Highways in order to replace a County owned detector loop within the project's resurfacing limits. The final engineer's construction estimate for the project was $452,754 and the winning bid was $419,900, only 7% percent lower the estimate and below the Village's programmed budget for the project. After a successful letting, Patrick continued to lead the project through Phase III Construction Engineering. 11111,hill I l CCINI, I I I I N I D PROPIR 111 N'r Rf PA ILII II I NG IflIIMINIS, IM, CONIA IN,, / IIJ"MII circ11I NII,A, ID, IA IIA1.1 J CR11', if C1:1,411111f UUJ 111NI1,11 �:r 111, i� 11,1f I III IIhl 111111Vi IIII WM,t11i 1NIIU0111 11 11'' 11+111111('11 A, L.1 RON RIF( MY,10111'N: 11O 1�11'1111i u.1�1tI1, ,. �I 5A IRRO' I NUIQIP I R I'k, IW In CMGVNrCR, . 82 Piro�ect IC:7etail s Owner Waubonsee Community College and Kane County Division of Transportation Project Cost $1.6 Million (Construction) $300,000 (Patrick) (Phase I and Phase 11) Schedule Phase I — 2011-2012 Phase 11 — 2012-2013 Construction - 2014 Service Provided • Traffic Studies • Environmental Studies and Planning • Preliminary Roadway Plans • Phase II Contract Plan Preparation • Survey • Drainage Studies • Traffic Signal Design • Utility Coordination Patrick was selected by Waubonsee Community College (WCC) and the Kane County Division of Transportation (KDOT) to perform a Phase III Study and Phase II Contract Plan Preparation for the improvement of the IL Route 47 and Waubonsee Drive/Old Oaks Road intersection. As a response to the location's history of fatal crashes, the WCC applied for and secured federal Highway Safety Improvement Program (HSIP) funding. The scope of work includes the installation of a new traffic signal, the addition of dedicated turning lanes, and the re -alignment of the west leg of the intersection to improve safety. Following Phase I, Patrick was also selected to prepare Phase II Contract Plans for the intersection improvement, with the same scope of work. Given the use of federal funding for the project, coordination was required with the Illinois Department of Transportation Bureau of Local Roads and Streets. Patrick also prepared the plats of highway and is coordinating the land acquisition activities for three parcels needed for the intersection improvement. Patrick also provided phase III construction engineering services on this project, which was recently awarded a 2015 Engineering Excellence Merit Award by the American Council of Engineering Companies of Illinois. 11111,IRC)PO"', I l CCINIUI NI D P ROPIR II IMI'r Rf IIA ll1(11Jll IfHIMI I IM M, CONIA IN,, V,% IIJ"MII LICINHII II`1I I ID, IA IIA1.1 JCR1l7, II+UI�IIII IF1 J .,NII II fl,iO II,I NI .III IIh IIIiIId, II �� 100111IIIII01Hl li Nt` II?III I I I('11 Al ..I PAIN I'Nl WYA I7I N:II IMMID u�Ir,Itlh ,. ,SII lO' I NMNP I R I`Ih IW ENGWIME�, . 83 Project DetaIIIIS Patrick was selected by the Kane County Division of Transportation (KDOT) to perform Owner a IPhase II Study and Phase II Contract Plans for improvements to Kirk Road (Kane Kane County Division of County Highway 77) between Illinois Route 56 (Butterfield Road) and Cherry Lane, a Transportation distance of approximately 4.8 miles. As a response to the roadway's history of crashes, in part due to high vehicular speeds, KDOT secured federal Highway Safety Project Cost Improvement Program (HSIP) funding for systemic improvements to the corridor. The $1.8 Million (Est. scope of the work includes traffic signal improvements at four intersections by Construction) increasing signal head conspicuity (placing one signal head per center of each lane), $273,000 (Patrick) installation of dynamic speed display signs, the addition of centerline rumble strips, (Phase I and Phase 11) voider reflective pavement markings for increased visibility, ADA sidewalk ramp Schedule improvements, and high -friction pavement surface treatment at the intersection with Phase I — 2017-2018 Cherry Lane. Phase II — 2018 Construction —2019 Patrick prepared preliminary Phase I plans depicting the improvements and compiled a Project development Report (PDR) summarizing the project. Following Phase I, Service Provided Patrick is preparing the Phase II Contract Plans for the highway safety improvements • Traffic Signal Design detailed in the scope of work. Patrick is also coordinating this project with the Illinois • Survey Department of Transportation (IDOT) Bureau of Local Roads & Streets (BLRS) to • Preliminary Roadway ensure continued eligibility of the project for federal HSIP funding. Patrick is working Plans closely with KDOT to ensure the plans and documents are submitted by the • Phase II Contract Plan Preparation application deadline to secure funding for the 2019 construction season. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPIR II N'r I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINU11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Wf C1:1f 1VH lU J 111NII111I �fd11, i� 11,1NI IN IIhl 111111Vi IIII 1W�011i 1NIII071111 11 11''11+111111('111 Al I�1111IF( Gln1 17I N:11O HIM111D u.101t11, ,. �I 5A IRRO'INMNPI R I'k,IW In CNGpNCR,. 84 1:::Iroject IC:: etaHs Owner Will County Division of Transportation Project Cost $50 mil (total) $2 mil (Patrick) Schedule 11/2014 - Ongoing Service Provided • Phase I Study • Public Involvement • Geometrics and Intersection Design • Project Development Report • Drainage Studies • Environmental Analysis The Will County Division of Transportation selected Patrick to perform a Phase l Study for the improvement of Laraway Road from Cedar Road to LaGrange Road in the Villages of New Lenox and Frankfort. This is the second segment or three to be studied for the overall corridor improvement of the Laraway Road corridor. The goal of the proposed improvement is to provide a cost effective highway facility with sufficient capacity to satisfy the design year traffic demands while improving safety. It is anticipated that the scope of work will include the reconstruction and widening of Laraway Road from a two-lane roadway to a four -lane cross-section with a grassed barrier median. This project will uutllu"ae federal funding and, as such, coordination will be required with the Illinois Department of Transportation (IDOT) and the Federal Highway Administration (FHWA). It is anticipated that this Phase I study will follow Federal guidelines and will be documented via a Categorical Exclusion Project Development Report (PDR) and a Drainage Study. Stalkelh6lder invoiveirnent activities, including local agency meetings, a public meeting and a public hearing are also included. 11111,hill I l CCIN I I 1 I N I l i PROPIR 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA IlIAl:l J CR11', HCH 1111 1 0 1911: NII II fd,i011,1f 1 111 INNJ 111111Vi IIII WM,t11i 1NIIU0111 11 11''11+111111('11 A, L.1 P�11N1`F( MY' 17111'I': 11O 1�11'111D u.lrltll, ,. �I 5A IRRO' I NUIQIP I R I"k, IW CMGVNrCMN. 85 I:::girO.11c;t e�flls Patrick was retained by Sam Schwartz as a subconsultant to assist with development IC::� Owner of preliminary Phase a report and cost analysis related to the relocation of the Mount Village of Mount Prospect Metra Train Station building and/or relocation of the passenger platforms to Prospect (Sam Schwartz) alleviate traffic congestion in the Village of Mount Prospect's downtown. The relocation of the Metra station and or passenger platforms is intended to eliminate Project Cost rush hour trains from blocking the adjacent roadways that intersect the tracks at $65,000 (total) grade. Patrick provided the technical evaluation of the options considered by the $14,000 (Patrick) Village. Schedule Patrick developed new alignments for the roadways and railroad tracks that would 06/201-01/2018 accommodate the relocation of the Metra station to two new potential locations. The Service Provided required passenger platforms were laid out per Metra requirements for each of the • Roadway Engineering new station locations. Patrick also developed the roadway geoarnetry for the • Railroad Engineering extension S. Maple Street to create a new 3rd at -grade roadway crossing in the • Cost Estimating downtown area. Cost estimates were prepared for all evaluated options including roadway construction, track reconfiguration, platform relocation, property acquisition and track crossing protection. Patrick initiated coordination with Union Pacific Railroad, Metra, and the ICC regarding the potential addition of a third roadway crossing in the downtown area and to begin a dialogue with each about the Village's desire to reduce traffic congestion in the area. 1111 Ili IA I l CCINIUI NI D P ROPIR II PU I IIA ll1(11J11 I W In I N 13, 1M M, CONIAIN1,V IIJAB II L ICINH 11 II` 1 I I, A, ID, IA IIA1.1 �d R11', �f II+1UIMIIWIWJ lIIINIIH/I 11 ��11,1 1 'IIII IIh I 111111 �b II �� IlI , 11, IIIII01H1 11 11'` 11+111111 CH A, 1...1 MIN PF( WYl 17111'1':1 I0II II`HID u�1n1t11, ,. AI IO' I NUI`IP I RI IPp ENGWrEMN. 86 Sam Schwartz Transportation Consultants Flr"ojed I[De tdk Sam Schwartz has been retained by the Village of Mount Prospect as they seek Owner solutions to traffic congestion caused by commuter train interruptions at the Village of Mount intersections of Northwest Highway at Main Street and Emerson Street. It is believed Prospect that this congestion has limited residential and retail development in the Downtown area. Sam Schwartz is studying options to relocate train platforms and the Metra Train Project Cost Station so that rush hour trains will not block these intersections at the crossings. $65,000 (Consultant Fee) Traffic analyses and circulation studies related to a new residential development Schedule southeast of the crossings are also being completed to alleviate the traffic impact of 6/2017 Ongoing that development on the already over -saturated intersections. Service Provided • Preliminary Design • Traffic Engineering IIII hill II C'N II 1 I N I l i P ROPIR I I l',( Rf V III I JV I N I PIP I RII)IS, Irk +'k, CONInIPI',VIIJ,'M I I CCYII II II` 1 I I A I I f^ I A I I Al f: 'JCMIi.. cul )CI:1I ILII I,I91I'. `NIM i010"�I Ill1i Hill INN RIVI 111 RI11111N li II IN if I I I('II Ir�.L..I POIN N GI (JOYII°I':II "IIIIII1D unll I,II:r III IIIii��IluIrl Ih� 15A IRI, K I.:IN .BIW I R 1111; IPk In ENGWIMCMIN. 87 1:1iroiect I[DetaHs Sam Schwartz is providing various traffic signal design tasks at various locations for Owner IDOT, District 1 in the northeast part of the state. Representative tasks include full Illinois Department of design of new traffic signals at existing signalized intersections. Temporary traffic Transportation signals and construction staging are typically required for those projects. Another typical task is the upgrade of existing traffic signal equipment to light emitting diode Project Cost (LED) lenses, battery backup systems, pedestrian countdown timers, and replacement $200,000 (Consultant of outdated or damaged equipment. Those work orders generally include Fee) approximately 80 intersections with site visits to each location to document the existing conditions and evaluate the necessary upgrades. All tasks also include Schedule 6/2012 -Ongoing quantity and cost estimates as well as preparation of project specific special provisions. Service Provided • Traffic Signal Design 11111,hill I l,i:+ II I I 1 I N I l i PROPIR 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA IlIAl:l J CR11', �I+I:II�11111U1911: NII II fd,i011,1f 1 111 INNJ 111111Vi IIII WM,t11i 1NIIU0111 11 11'' 11+111111('11 A, L.1 HON RIF( MY' 17111'I': 11O 1�11'111D u.lrltll, ,. �I 5A IRRO' I NUIQIP I R I"k, IW In CMGVNrCMN. 88 1::Iroj ct I[Det Hs Owner Illinois Department of Transportation Project Cost $200,000 (Consultant Fee) Schedule 2009 -Ongoing Service Provided • Traffic Signal Optmization • Travel Time Studies • Traffic Responsive Programming • Manual and Automated Traffic Counts For the past 12 years Sam Schwartz has provided engineering services for the Illinois Department of Transportation (IDOT) D1, district wide contracts in roles varying from project engineer to project manager. Tasks on the consulting contracts included but are not limited to the following: development and implementation of signal coordination plans, traffic responsive programming, emissions and cost benefit analysis of SCAT studies, special studies of railroad interconnected traffic signals, and field review and response to signal complaints from motoring public. Over those 12 years, Sam Schwartz has been involved in the study of over 1,500 traffic signals for IDOT District 1. 11111,hill I l CCIN I I 1 I N I l i PROPIR 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA IlIAl:l J CR11', II+I:IA11111U1911: NII II fd,i011,1f 1 111 IIhl 111111Vi IIII 1W�011i IIIIU0111 11 11'' 11+111111('11 A,L..I HON RIF( Gln1 17111'I':I IO1�11'111D u.lrltll, ,. �I 5A IRRO' I NUIQIP I R I"k, IW In CNGpNCR,. 89 Gewalt Hamilton 1 ° 1=irOp�....,,r..,t ��:�ull n As the Village's traffic engineering consultant, Gewalt Hamilton was retained to help IC::3 Owner the Village and its residents understand the traffic opportunities and constraints that Village of Northbrook would be created by two proposed developments in the northeast portion of Northbrook. Cut -through traffic, especially in neighborhoods along Midway Road and Voltz Road, was a primary concern. In order to establish existing traffic conditions, GHA conducted traffic counts over three separate time periods on three different days, to ensure changes in traffic volumes and shifts in travel patterns were thoroughly understood. GHA also used video data collection units to observe operations at the railroad crossing on Dundee Road between Ballantree Drive and Midway Road. Future conditions were projected to develop a baseline traffic volume for testing various scenarios. Six models were created to analyze the future traffic volumes of the area based on the proposed developments. GHA looked at projected impacts of each project individually and then both developments together. Analyses were conducted of each scenario with consideration for the IDOT roadway improvements along Lake Cook, Waukegan, and Willow Roads, as well as additional geometric and operational improvements which could be implemented as part of the development projects. The final Traffic Report outlined recommendations for improvements to accommodate future traffic associated with growth and development, enhance pedestrian mobility, and improve operational safety in the study area. IIII hill II C'N II 1 I N I D P POPP I I l',( Rf V II 0V I II I PIP I RII)IS, IPu +'k,CNInIPI',VIIJ,'M I I CICINU II II` 1 I IA,II I f^ I A I I Al f: 'J,MIi.. �u11HIII+I�LII ILII I,I91I'. `NIM i� II,Ip�I,II�III Hill INN RIVI 111 RI11111N li II IN if I I I('II IP�.L..I POIN N GI (JOYII°I':II "IIIIII1D unll I,II:r III IIIii��Ilu�Irl Ih� 15A IPICK IiN .BIW I R 1111; IPI; In ENGWIMCMIN. 90 Recommendations included a combination of improvements at each of the six modeled areas, including: Traffic control; changes and upgrades modernization, optimization, and/or signal interconnects; Access restrictions and/or consolidation; Add and/or extend turn lanes Pedestrian circulation and safety improvements Capacity improvements including Addition of through lanes; and Roadway marking upgrades including lane striping and/or widening. The Report also identifies which entity should be responsible for implementing the improvements. The recommendations were by the Village to establish guidelines for developments along the area. After the Skokie Boulevard Area Traffic Study was completed, presented, and accepted, GHA assisted the Village in reviewing development Traffic Impact Studies (TIS), site plans, roadway plans, and traffic signal plans 11111,hill I l,i:+ II I I 1 I N I l i PROPIR 111 N'r I ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l J CR11', Wf C1:1A11111f UUJ 111NI1,11 /:r 111, i� 11,1NI IN IIhl 111111Vi IIII WM,t11i 1NIIU0111 11 11'`11111111 ('11 Of HON RIF( GInl 17I N: 11O1�11'111D u.101t11, ,. �I 5A IRRO'INMNPI R I"k,IW In CMGVNrC , . 91 FlirOjed1[Det lk Gewalt Hamilton was retained by the City of Des Plaines to prepare a locally funded Owner Phase I Engineering Study for the addition of separate northbound and southbound City of Des Plaines left -turn lanes on US Rte. 12/45, and installation of traffic signals at its intersection with Forest Avenue. Associated roadway widening, traffic signal installation and interconnect, drainage and pedestrian improvements are also included. US Rte. 12/45 is under Illinois Department of Transportation (IDOT) jurisdiction and Forest Avenue is a local City of Des Plaines street. Surveying services for this STP funded project included ROW and topographic surveying, cross sections, centerlines, inverts, monuments, and reduction of field data. Additional GHA services included drainage studies, traffic studies, and preliminary design, culminating with Design Approval of the PDR from IDOT in September 2015. Following approval of the Phase I Project Development Report in September 2016, Gewalt Hamilton is providing Phase II Engineering Design for this STP -funded project. The project is currently slated for a Spring 2018 IDOT letting. 11111,hill I l CCIN I I 1 I N I l i fl OPI 111 R' ILII II I NG IflIIMI I IM, CONIA IN,, / IIJ"MII CCfIIII II`1I I ID, IA INAl:l J CR11', Nf C1:1A11111f UUJ 111NI1,11 /:r��111, i� 11,1NI IN IIhl 111111Vi IIII WM,t11i 1N111 1111 11 11''11+111111('11 A, L.1 P�11N1`F( MY' 17I N:11O 1�11'111D u.101t11, ,. �I 5A IRRO'INMNPI R I"k,IW In CMGVNrC , . 92 During the height of the 2014 baseball season, Gewalt Hamilton completed an ambitious data collection project in Chicago's Wrigleyville neighborhood. Traffic volume, vehicle classification, and turning movement counts were collected at 40 intersections simultaneously. The data included vehicular traffic as well as pedestrians and bicycles. Prior to placing the cameras, GHA contacted the Chicago Department of Transportation and the local Alderman to gain proper approval and inform them of the project. Timing of the project was critical; recounts were not possible as the data needed to capture activity during game days. Accordingly, the live footage was monitored by GHA staff during all the count periods to ensure the cameras were functioning properly and had not been disturbed. At the culmination of the project, video processing was expedited and GHA provided the raw data to the client in a Microsoft Excel document. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPIR II N'r Rf PA IlIIII IN I fl I I HINIS, IM, CONIA IN,, V,% IIJ"MII CICINU11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Wf II+1UI1VH lU J 111NII111I �fd11, i� 11,1NI IN IIhl 111111Vi IIII W1O11i 1NIII01H1 11 11''11+111111('111 A,L..I ION RIF( Gln1 17I N:11O HIM111D u.101t11, ,. �I 5A IRRO'INMNPI R I'k,IW In CNGVNrCR, . 93 Teksa Associates Pirc)jleclt IDe$aHs Teska worked with the Village of Northfield and Patrick Engineering conduct a phase Owner 1 study for potential future improvements to the Happ Road corridor from Willow Village of Northfield Rd. to Winnetka Rd. The goal of the project was to improve the Happ Road corridor by transforming it into Northfield's central place, supportive of local business, community gathering and walkable access. Other improvements included enhancing bicycle accommodations, preserving mature trees and promoting a lush landscape. A roundabout at the Happ/Orchard intersection was put forth as a potential improvement that could address improved traffic flow, enhance pedestrian safety, and improve placemaking and community identity. The roundabout creates pedestrian friendly spaces with decoratively paved sidewalks, planting beds and seating areas framed by masonry walls that pick up on the character of Northfield's existing Village gateway sign. IIII hill II C'N II 1 I N I l i P POPP I I l',( Rf V III I JV I N I PIP I RII)IS, Irk +'k, CONInIPI',VIIJ,'M I I CCYII II II` 1 I I A I I M, I A I I Al f: 'JCMIi.. �u11H)CI:II ILII I,I91I'. `NIM I Ilui� II,Ip�INIINHi Hill IINNRIVI 111 RI11111N li II IN if I I I('II IP�.L..I POIN N GI (JOYII°I':II "IIIIII1D unll I,II:r III IIIii���Irl I� 15A IRICK I.:IN .SIM I R 1111; IPk In NEIMC , . 94 f'II"oect IDe$aIIIIS Rand Road is a major arterial roadway that runs through several of Chicago's Owner northwest suburbs. The corridor has a range of land use types, but primarily has a Village of Mount commercial character. As it passes through Mount Prospect, the road is home to retail Prospect and commercial uses that are central to the Village's commercial strength. It includes Randhurst Village, a former regional mall recently redeveloped into a modern life- style center, many stand alone retailers and restaurants, and shopping centers of varying sizes. The challenge of using the corridor for residents and visitors is that the road can become heavily congested at point, and access to some shopping areas can be difficult. Teska, working Kimley — Horn and The Goodman Group, conducted a corridor planning study to address traffic, transit, and land use issues along the corridor. The plan was prepared under a grant from the Regional Transit Authority. The plan process made clear that the opportunities along the corridor would focus on bus transit and safety for pedestrians and bicyclists. Physical changes to the roadway to improve congestion would be significant, and not feasible in the short term. Since Rand Road runs at an angle across a grid pattern road network, it creates five -way intersections that cannot be easily changed. Therefore, plan recommendations highlighted working with Pace (regional bus service) and improving non -motorized access to, along, and across the road — particularly to established Pace bus stops. Other recommendations considered economic development opportunities involving working with local business partners, evaluating potential zoning changes, and urban design suggestions for the corridor. 11111,Ili 11 I l CCINI, I I 1 I NI D PROPIR II N'r I IlIIII IN IflIIMI I IM, CONIA IN,, V,% IIJ"MII CICINU11 II` 1 I I, A, ID, IA IIA1.1 J CR11', Wf II+1UI1VH lU J 111NII111I �fd11, i� 11,1f l IN INNJ I11111Vi IIII 1W�011i 1NIII01H1 11 11''11+111111('111 Al I�1111IF( Gln1 171IN 11O HIM111D u.1�1t11, ,. �I 5A IRRO' I NUIQIP I R I'k, IW In CNGVNrCR, . 95 1J(MENRPP 4 1 Project Understanding .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. The Village of Mount Prospect (Village) is seeking to address a longtime transportation issue within an area of their community that is critical to their economic vitality. Just north of the Village's downtown is the Randhurst Village commercial area, in the midst of vast residential neighborhoods. At the southwest corner of the mall is the complex Rand Road/Illinois Route 83/Kensington Road triangle intersection. The three separate intersections are in very close proximity to each other and operate off one single controller under the jurisdiction of the Illinois Department of Transportation (IDOT). Currently, the traffic signal control is maxed -out, squeezing every available second for all the various conflicting traffic movements that it serves. There have been many previous efforts targeted at improving this intersection, dating back to the left turn lanes added along Rand Road in the late 1980's, the IDOT investigation into ring roads in the'r�t���,,,j G' 1990's, the right turn lanes added along Kensington in the early 2010's, and the recent Rand Road Corridor Plan approved just last year. However, more timing adjustments and auxiliary lane improvements can no longer provide discernable benefits and the time has come for an in-depth coordinated investigation into comprehensive capital infrastructure improvements that can be identified, evaluated, and it ,� -J' IIIIIIIII Illi,, implemented. The influence area of the triangle intersection isfar- reaching, and amulti-pronged approach to safety, capacity, and access � control under the umbrella of a Phase I Study following the IDOT process is necessary to provide meaningful benefits to motorists, Complex RQrndlli.83IKerpsington pedestrians, bicyclists, area businesses, and Village residents. Patrick is Iriongl z Inter.5eCtiOrr excited to have the opportunity to assist the Village in embarking upon this challenge toward improving the quality of life of the constituents of the Village of Mount Prospect. Based on our firm's experience in performing Phase I Studies for IDOT and Local Agencies, we have developed a tested process that we have found to be most effective for accomplishing the project goals. We will do so in a manner that expedites the project schedule, is cornlphant with IDT IG ro.11ect develolpirrrueint procedures, eingages stakeholders in a meaningful imaninear, and ensures efigibihty for tu.utu.uire t'ederall funding. We will follow this process for the Rand/IL83/Kensington Phase I Study, which will be a high priority project for our firm. A general step-by-step description of this process follows: Project Approach .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Patrick's team will begin the Phase I Study by meeting with the Village of Mount Prospect to ensure we have a clear understanding of the objectives for the project. We will perform a detailed review all of the available planning or scoping information provided by the Village before we begin our work. The team understands that continuous and thorough communication with our Village liaison is the key to success for the Preliminary Engineering process. A regular, recurring project coordination meeting with the Village will be established to ensure an active project dialogue is maintained throughout the engineering process. The goals for managing this project will include producing project documents that are of the highest quality; designing a safe and economical facility that meets the project goals established by the Village and meets IDOT design standards; keeping all involved entities informed of the project status; satisfying all requirements and approvals necessary to ensure the project is federally -eligible; and achieving stakeholder buy -in, all which will be vital to the success of this study. Prior to the start of the contract, a project -specific QA/QC plan will be developed. The QA/QC Plan will include our existing QA/QC policies supplemented with project -specific procedures. Checklists for each of the work tasks, modified to meet the project requirements, will be included, as well as QA/QC sign -off forms for each milestone deliverable. The project schedule, scope of work, budget, estimated construction cost, project guidelines and standards will be included in the QA/QC plan. THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC.AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGpWr,R,N. 96 7 uA ��� UIII 1J(MENRPP submittal of any documents. on audits done by our clients Data Collec.tiior, Once we receive formal notice to proceed, we will have an internal kick- off meeting with the project team. At this meeting the project scope, schedule, budget, QA/QC plan, and reporting procedures will be discussed. The project schedule will include interim dates where various tasks need to be completed prior to milestone submittals. Prior to eac h submittal, the Project Manager will review the documents and verify that the QA/QC procedures were followed. In addition, the QA/QC managers of the project will also perform constructability and peer reviews. Constructability and accurate cost estimating are important aspects of all preliminary engineering projects; therefore, significant emphasis will be placed on cost effective -solutions. All internal QA/QC comments will be addressed before We routinely perform self -audits of our own work, in addition to achieving high results An initial early action item on this project will be the identification of data collection needs such as traffic counts, traffic projections, crash data, and the ground survey. Our subconsultant, Gewalt-Hamilton Associates (GHA), will provide key support in these areas. Given their recent project work at this triangle intersection a few years ago, they already have a ground survey base from which to build upon. This walla be of great vaIlue to the Villllage, as an entire new survey wail not be required, but rather a pick up survey for areas that have clhainged. Our survey scope will include the influence area of the triangle intersection proper, as well as the Highland Road intersections with IL 83 and Rand Road, due to the targeted safety studies requested by the Village in the study scope. The survey will include all roadway and topographic features, as well as drainage information and cross-sections. In addition to the topographic data, we will also perform fieldwork to determine the extents of the existing right-of-way (ROW). Early submittal of the environmental survey request (ESR) forms to IDOT will be important for maintaining the schedule of the overall project development process. Patrick will begin to work immediately with Village staff to adequately define an area on exhibits and determine the extent of resource surveys needed for the preliminary engineering studies (sample at right). Patrick will utilize Sidwell maps and plans from previous projects to roughly estimate the existing ROW, and then estimate proposed ROW needs based on what we already know of the anticipated scope of the proposed improvement. We will be sure to consider the need for any detention so that ESR addenda are not required later, which could delay the study. GHA will obtain current traffic counts at key intersections within the study area. The counts will be performed via Miovision video data acquisition for a 24-hour period. The counts will be performed at the following eleven locations (as shown on the exhibit to the right): Rand at IL 83 IL 83 at Kensington Rand at Kensington J IL 83 at Randhurst Village Entrances (2 locations) J IL 83 at Euclid v` Euclid at Randhurst Village Entrance v1 Kensington at Randhurst Village Entrance (2 locations) IL 83 at Highland Rand at Highland THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGpWr,R,N. 97 1J(MENRPP The critical time periods will be isolated for analysis, including weekday AM and weekday PM. Saturday mid-day counts can be added to the scope at the Village's discretion (to capture peak shopping periods of the area) however, our estimation is that they will not be larger than the PM peak period that we intend to use for the worst-case analysis. We will perform a couple strategic license plate surveys, that will capture motorists making right turns along eastbound Kensington Road into the neighborhood west of IL 83, and also at locations where these vehicles would exit the neighborhood along IL 83 south of Kensington. These survey counts will allow us to accurately quantify the cut -through traffic along the west leg of Kensington Road related to the neighborhood to the south so that we can address these issues with countermeasures, restrictions, or carefully located traffic calming techniques. We will also coordinate with Randhurst Village to obtain any usage and/or traffic data that they may have so that we can establish and analyze the traffic patterns to and from the mall area and identify any needs or issues related to mall access along the roadways located within the identified study area. All counts will be compiled and design year 2040 traffic projections will be obtained from the Chicago Metropolitan Agency for Planning (CMAP). The CMAP traffic projections will be converted to appropriate design hour volumes for use in establishing the traffic patterns within the study area, with .special attention to those to and from Randhurst Villlage and allong the west leg of KensMgton Road. Traffic signal timings will be obtained from the IDOT Bureau of Traffic for the Rand/IL83/Kensington triangle intersection. Our subconsultant, Sam Schwartz already has this data from IDOT as part of their recent effort in optimizing the traffic operations of the triangle, so they are highly farniliaur with the operations of these three intersections and the associated traffic signal timing,, Patrick will define the design criteria to be used for the study and secure Village approval prior to beginning the analysis and design work. We will then obtain crash data and perform the crash analysis and the capacity analysis at the key intersections and segments within the study limits. The Crash Analysis will be prepared by reviewing and analyzing crash data for the last five years and preparing collision diagrams. We will identify crash patterns and critical crash locations, and recommend appropriate remedial countermeasures to be incorporated into the project's preliminary design. Slpecfflc Intersection Safety Studies will be (performed at the Highiand Street iinteir.sec,dons wftlh IIIb. 83 and Rand Road, due to specific issues identified at each. These safety studies will evaluate items such as prevailing speeds, sight distance, gap analysis, and average delays for vehicles on the stop -controlled approaches. Both intersections are stop -controlled along Highland Street, the minor roadway, and could potentially experience difficulty while turning onto or crossing the major roadway. During our site visit, we stood at the stop bar on Highland Street where the driver would be and looked north and south along the main roads of IL 83 and Rand Road, and observed very limited sight distance with which to judge gaps in traffic to use to turn onto the road. A realignment of the west leg at Rand Road will be investigated, along with additional auxiliary turning lanes, traffic signalization, and/or traffic calming measures to reduce cut -through traffic. Looking North frorn IUghlrand The traffic analysis will utilize Highway Capacity Software (HCS) for standalone intersections and Synchro for network analysis of several signals. Sam Schwartz will perform a traffic sequence analysis of the main triangle intersection, analyze the feasibility of adding phases within the current controller, and investigate the effects of changing the phasing of the Rand-IL83-Kensington signal operation on adjacent signals along the corridor. Sam Schwartz will research the (latest in signal technology to see if addltlional phases can be added to the overall signal cycle for the tiriangle, such as aright turn oveirlalps to ireduce vehicle delays and improve efficiency or pedestrian phases to THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. CMGVNJr'.CRR N. 98 1J(MENRPP iirnprove .safety. We will model different improvement scenarios with added through and/or auxiliary turn lanes to provide the quantitative analysis necessary to improve the operation of the roadways for the long-term. We will verify if intersection movement restrictions or traffic calming measures would be prudent to discourage cut -through traffic in the neighborhoods, especially along Kensington Road west of IL 83. Improving the operations and capacity of the major intersections in the study area should inherently reduce the potential for cut through traffic without the need for any additional restrictions. We are aware of the IDOT Strategic Regional Arterial (SRA) Study for the Rand Road Corridor of November 1994 (which is still the version used by IDOT District 1) that recommends a continuous six -lane cross-section for Rand Road. While it is unlikely that this study will �,, 1�,, a . ti n �x recommend such a major improvement along � �, -��' o the corridor, there may be some key areas where 1{/� 1, �YVIf flyl dtl I I.JI additional through and turning lanes could have i iw °a /© dwa nas. eir xn p a n -1,h-,4 a major effect in improving operations within the study area. More re��ty" the Ran Road , Corridor Study of 2017 identified several other options to iimlpirove operations and safety at the tr' uaingie intersection" which they termed the "Nortfi Cllluster." Their most impactful long-term improvement involved removing a portion of Kensington Road, thereby cutting off its continuity through the triangle area. From a traffic engineering standpoint, removing the continuity of the lowest classification roadway through a highly congested area is a valid textbook solution that merits further consideration as part of this Phase I Study. We will further analyze this alternative, among others, and solicit stakeholder input, in order to make informed decisions with the Village for how to address the recurrent issues that motorists face every day at this major crossing. In order to summarize and document these quantitative analyses, Patrick will prepare a Technical Memo to that will review existing and proposed conditions for the alternatives evaluated and outline our recommendations for the preferred alternative for the Village's review. This memo will be submitted to the Village and can be used to coordinate with IDOT and the FHWA, as necessary at this stage of the study, as a stand-alone document with supporting documentation. This document will provide the project scoping information and supporting analysis that will be the basis for review and collaboration and used to define the transportation problems to be solved to allow us to focus on a proposed project solution. In order to supplement the preliminary data analysis process, a project photo log will be prepared based on a field visit to the project site. The route survey will be processed and base maps will be developed in the latest Bentley Power Geopak V8i SELECTSeries 4 MicroStation mapping files. Finally, we will add all information, such as street names, right-of-way info, property lines, property owners' names, etc. to the existing topography to provide a clear and accurate aerial mosaic for use in the development of project exhibits for stakeholder coordination. Alternative Georifetirlc Studies Once the alternatives Technical Memo is approved, the detailed preliminary engineering geometrics (plan, profile, typical sections, and Intersection Design Studies) will be finalized and templated cross-sections and right-of-way requirements will be determined. A lighting layout and photometrics will be developed. A detailed 30% level construction cost estimate will be completed at this time. Any project Design Exceptions will be identified and presented at a monthly FHWA meeting, where approval will be sought on the scope and logical termini of the study. Patrick has represented numerous agencies very effectively at FHWA meetings for many of our past projects. We have excellent relationships with Bureau of Local Roads staff, with whom we have worked for many years on numerous highway projects, as well as FHWA staff. There is a mutual respect and a trust factor is immediately developed when we represent our clients at these meetings. We understand how important a step this is in finalizing THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGpWr,R,N. 99 1J(MENRPP the overall scope and geometric details so that the project can proceed forward in the development process. Prior to the FHWA meeting, we have learned that it is best to meet beforehand with IDOT staff to make sure that we are on the same page in terms of the materials being presented to the FHWA. Patrick comes well-prepared to these meetings with a detailed agenda, as well as all appropriate backup data and information. This preparation is vital to the success of these meetings so that decisions can be made at the first presentation and we do not need to come back and attend follow-up monthly meetings to secure agreement on scope, limits, and processing. Coirnplete Straus The multi -modal aspect of this project is vital, especially along the Rand Road Corridor, where needs exist to provide better and safer accommodations for pedestrians and bicyclists. During our site visit, we observed a man in a motorized wheelchair attempting to cross the north leg of Rand Road (see photo to right). As part of the study, Sam Sclhwart:z will review tlhe existing pedestrian and bicyclist lInfrastructure, identify deficiencies, and recommend ways to enhance safety and create a coimlpiete public non motorized network to tiruIly "connect" non... nn"notorlxed tiravelem.s with commercial destinations in the Randhurst shopping district. This will include preparing preliminary Wheelchair Crossing designs for a full shared use path along the Rand Road corridor throughout the study limits. In this way, our project will meet IDOT's "Complete Streets" policy requirements. We will strive to find safer ways for pedestrians and bicyclists to cross the busy roadways utilizing raised pedestrian refuge islands with pedestrian signal push buttons to activate flashing beacon signs with countdown timers. This could be applicable at the triangle intersection as well as other traffic signals in the study area. Patrick has extensive experience in applying the Complete Streets Policy. ADA compliance is a key criterion and will be evaluated for the study area and built into the project from the start. Access N/lanageirneint Given the context within the study area, a contributor to the turbulence in the traffic stream and the chronic safety issues along these roadways is the large number of random access locations to the busy high volume roadways. It is appropriate to perform an access management study effort as part of this Phase I. Access management is good for business,. The FHWA has done studies showing that business has improved in areas where access control measures, such as barrier medians and access consolidation, have resulted in safer conditions along the roadways that serve these business. Patrick has expedience peirfoirimuirrg; Access iman"nageimeirnt and pro 1peirty.to-pirope irty connection plans and coordinating tfneirmn with Ibuslness stakeholders. We will prepare this study by making an inventory of all of the access points along the study routes, with an emphasis on Rand Road. We will assign a level of usage to each of the driveways, to assess their effects on the main roadways. Property lines will be drawn on exhibits to determine which businesses may already be connected. We will then identify areas where access connections can be made to develop a property -to -property access plan for the study area. This will focus on pulling full access points away from major intersections, where this turbulence can have severe impacts on operations and safety, as well as throughput capacity and delays. We will also field check every location where a property access connection is being contemplated, to accurately assess if there are any physical barriers, such as large grade changes, that would result in increased costs and reduce the feasibility of actually making these connections. Our plan can be coordinated with the stakeholders as part of the Business Owners Advisory Group. THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGpWr,R,N. 100 1J(MENRPP 1::::nvironmental Processing As the project geometrics and access control plan are being developed, the results of the environmental surveys are becoming available. This includes biological, cultural, and wetland resources and recognized environmental concerns (REC's) based on the special waste preliminary environmental site assessment (PESA) present in the project area. Should any sensitive resources be identified, we will develop or revisit the proposed geometry to avoid impacts to them during the design process. Should impacts be unavoidable, efforts towards impact minimization and mitigation will commence, in that order. While the biological and cultural clearances come from the MOT ESR process, the PESA will be a joint process by IDOT for any State routes, such as Rand Road and IL 83, and our subconsultant, Huff & Huff for any non -State routes. Our PESA limits will generally include Kensington Road from Main Street to Elmhurst Avenue. Huff & Huff will also review the study area for the presence of any wetlands and provide a wetlands memo sign -off or delineations. The general limits for wetland evaluation will include: • Rand Road from Wedgewood to Business Center Drive • Kensington Road from Main Street to Elmhurst Avenue and 500 feet east of the Kensington and Rand Road intersection • IL 83 (Main Street) 500 feet north and 500 feet south of the Kensington Road and IL 83 intersection • Highland Street and IL 83 intersection and Highland Street and Rand Road intersection Based on our site visit, and review of the National Wetland Inventory map, wetlands do not appear to be present within the project corridor. SLakelhtdlder InvolvernenL Patrick's subconsultant, Teska Associates will lead a Public Outreach Program including at least two public meetings to engage affected stakeholders, solicit input from the community, and keep interested people apprised of the study. i"eslka Associates Iled the community engagement for the (Rand (Road Corridor Pllain. This included a community survey, comment section on a project website, open houses, stakeholder interviews, and input from a project Steering Committee. Our program will also include a project website. Teska designed and project website during the Rand Road Corridor hosted ,tm7. , ,, M .p m, mm , „ ai effort. Although the website has since been removed from the public domain, it would be brought back for the purposes of this assignment. The graphics to the right demonstrate how the website would look once we reenter it into the public domain. The website would include the same functions as before, including a public input tool, calendar, documents and other features (.:tp: . p an4randroad.cornf.). Example hand bore Website Mock up Our team also recommends a social media presence to reach a larger constituency for effective stakeholder engagement. Randhurst Village's facebook page alone has 4,600 likes. Teska will maximize the project's digital presence by posting project updates to the website and a project facebook page. We will cross promote with other local facebook pages, such as the Village of Mount Prospect and Randhurst Village pages, to maximize our visibility to the community and to promote the project. Our recommendation is for Public Meeting #1 to be a pop-up event. As an alternative to a traditional public meeting, which may not get a lot of participants, we can attend a preexisting event in the community, such as the Village's Farmers Market or during a popular event at the bustling Randhurst Village. Preliminary design materials would be presented along with an engaging activity designed to obtain input from the community to solicit input regarding transportation issues and problems to be solved. Feedback would be quantified and presented back to staff/IDOT as well as on the project website and social media. THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGpWr,R,N. 101 7 uA ��� UIII 1J(MENRPP Fxamp le Exhibit to be shown at the Public Meeting Public Meeting #2 would be a community Open House. Prior to a previously planned meeting, such as a Village Board meeting, an Open House event would be conducted at Village Hall. The Open House would present draft final materials to the community (such as shown in the exhibit to the left) along with an engaging activity designed to obtain input from the interested stakeholders. Following the Open House, the project team would make a formal presentation to Village Board. Input would be documented and applied towards the final plan report. A critical component to the Public Outreach Program is striving to engage the area business owners to solicit their specific input into the study. We will lead a meeting with various businesses to discuss design alternatives and solicit feedback. With assistance from Village Staff, we will reach out to key stakeholders in the community, such as ownership and management at Randhurst Village, Costco and Home Depot. A key stakeholder workshop will be conducted by our Team upon completion of the preliminary design alternatives. The purpose of this meeting would be to review design concepts, the access management plan concepts, and evaluate their impacts on the adjacent land uses. Prior to this meeting, and early in the design phase, the team would reach out to key stakeholders via phone to understand individual needs that can be used to guide the design alternatives. Items such as service and loading, retail visibility and pedestrian access would be topics of these conversations and would be used to inform the concept development. As noted above, we aliready have a wealth of stakeholder input from the previous corridor study from which to build ulpoin for this upcoming study. In particular, the response data from two questions (Questions S and 8) from the survey that was undertaken for the Rand Road Corridor Study are particularly relevant here: ❖ lin Questiioin S "What changes to transportation networks would make you more likely to visit businesses along the corroder", it was reported that less intersection wait time, improved sidewalks, and improved landscaping would get folks to shop more frequently at the businesses. d• in Question 8 "Rate your overall satisfaction with driving through the area around the Kensington Road and Rand Road Intersection" respondents were generally dissatisfied with traffic signal wait time, difficulty to get into parking lots and a lack of pedestrian access throughout the area. In addition, as outlined below, key public outreach themes and general community perspectives on the corridor are summarized from viewpoints drawn primarily from stakeholder interviews. Overall Strengths • Businesses along the corridor enjoy high visibility due in part to the setbacks that allow businesses and signage to be close to the Rand Road right-of-way. • High traffic counts throughout the day benefit businesses and contribute to a high demand for retail space along the corridor. • Most interviewees typically shop and eat along the corridor on a regular basis. THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGW r,R,N. 102 1J(MENRPP • The Village's active role in support of the corridor was lauded by stakeholders. In particular, participants were appreciative of the Villages' strong communication campaigns with residents, particularly for public works and construction projects along Rand Road. • The variety of businesses, including stores and restaurants, along the corridor is considered an asset. Corridor Opportunities • Creating safe and pleasant pedestrian crossings of Rand Road were noted as desired improvements to the corridor. • Building additional transportation infrastructure to accommodate pedestrians and cyclists was considered desirable. • Providing bus service from the downtown Metra station to the Kensington Business Center (KBC) was identified as a need; it was noted that some commuters are seen biking from the train and thought to be heading to the KBC. Challenges to Rand Road • The primary concern about Rand Road was safety of pedestrians and cyclists. The corridor was not initially built for these users. • Several residents report using side streets to avoid driving along Rand Road, especially through some of its more congested intersections. Many noted that their familiarity with side streets and parking lots allows them to create self -designed shortcuts. • Cars stacking to exit the Walmart create a congestion point along Rand Road, especially because it does not have a signalized light. • Frequent congestion along Mount Prospect Road is dangerous and frustrating for motorists. • The entire corridor lacks a brand; some commercial centers are branded but the entire study area lacks a cohesive image. Testimonials • Please install a dedicated right turn only lane on Eastbound Kensington onto Rand Road in front of the auto parts store. Make a dedicated left turn only lane on Westbound Kensington to Rand Rd. Would then have 4 Westbound lanes, a dedicated turn lane for right and left turns onto Rand, and 2 Westbound lanes to Rt 83 or continue on Kensington. A dedicated right turn lane on Kensington into Randhurst would help so traffic doesn't back up to the Home Depot and it could be extended to the dedicated right turn lane onto Rand rd on the other side of that intersection. Extend or install dedicated right turn lanes on Rand and Rt 83. • There is no safe way to cross Rand Road at 83. No crosswalks! I shouldn't have to worry about my wife walking to Randhurst. • Crosswalks on Rand/83/Kensington. It's nuts to have a pedestrian mall with no pedestrian access from the South. • Please, Please address the intersection of Rand/83/Kensington. The longer oncoming green light is going to cause a serious accident! • 1 would like to see easier access in and out of Randhurst on Rand and Kensington (as well as a reconfiguration of the parking lot at Randhurst — which I understand is not part of this plan — but, it is a nightmare to find your way out, and I'm there at least once a week!) I see quite a few people on bikes, and traffic has to slow down when passing them — a bike lane in both directions would be ideal. • 1 would like to see better access to Randhurst from the south. You take your life in your hands when you try to cross Rand, Kensington and Elmhurst. I live close enough to walk and have, but it's beyond dangerous to do so. • Rand Rd. corridor is geographic center of Mount Prospect. Future transportation reauirements are going to demand safe access over THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGWrr,R,N. 103 1J(MENRPP Rand Road when the regional arterial becomes an SRA. During the late 1980's and early 1990's property on both sides of Rand Road at Hill Street was purchased by the Mount Prospect Park District for future recreational needs and protection of open space. Providing access to the downtown amenities; Public Library, Village Hall, Train Station and restaurants/ businesses will only be possible financially when the regional improvements are approved and funded. The Rand Road Corridor plan must address the need for this pedestrian access over State Route 12. If the area is to be pedestrian friendly and bike safe such overhead access must be a requirement for this study. The site is located 900 feet NW of the intersection of Rand Road & Business Center Drive, also known as Hill Street Tree Park and Gregory Park on the west side of Rand. In past time periods I worked diligently to get property purchased to prepare for this long-term project. I was elected to the park district in 1990 and now sit as Trustee on Mount Prospect Village Board. Currently only two official pedestrian crossings across Rand Road are approved by IDOT. One at Mount Prospect Road and a second at Business Center Drive. Hardly the required access to meet the requirements of a thriving non -auto transportation environment. In addition, the Patrick staff are always available to responsibly represent the Village at any meeting with an outside agency or member of the general public. We handle the meeting arrangements, distribute an agenda, present the information with exhibits, and prepare the meeting summary. ROW AnaIysis Once the geometric designs for the main triangle intersection, and the Highland Road intersections, are developed to an adequate level of completion, as well as drainage and environmental concerns are addressed, work will progress regarding determining if the improvement can be built within the existing ROW or if proposed ROW or easements will be required. Our work will be based on our determination of the existing right-of-way through found evidence in the field, as well as recorded documents. The existing ROW in conjunction with the proposed limits of the roadway improvements, as well as anticipated limits of construction, will allow areas of proposed right-of-way and construction easements to be created. This will be done by developing a cross-section at 100 foot intervals along the project to depict any widening, drainage facilities, embankment slope modifications. Maintenance of traffic will be considered in the ROW needs determination. We will strive to minimize the proposed ROW or easements (permanent and temporary), so that the project schedule is not extended due to extensive impacts due to the ROW acquisition process. Short retaining walls will also be investigated to avoid any spot locations where construction limits extrude beyond existing ROW limits or would result in impacts to parking lots, backyards, or drainage facilities. remporaury access easements can be pursued for any off-iroadway Ipiroperty-to-property access connectilonis that are agreed upourn anrrnourng adllaceirnt property owineurs as part of the access management pian process. THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In 0MGpWr,R,N. 104 1J(MENRPP Maintenance of..7 raffic/C ons rUcBabili y Maintenance of Traffic (MOT) is something that is oftentimes overlooked during Phase I. However, if a conceptual plan is not developed and fully vetted as part of Phase I, this could result in issues during design and construction. The MOT plan will identify areas that: 1) Need to be included as part of the environmental surveys, 2) Could include temporary traffic signal work at adjacent intersections, and 3) Would affect the overall project cost if additional roadway resurfacing is required to accommodate traffic shifts. These items will all be carefully considered by Patrick's engineers to ensure no surprises during Phase II and III. We will rely on our construction engineers for constructability reviews, which will include any special requirements that may be needed for construction access, equipment storage areas, and interferences with utilities. LJOhrJes Utilities will also be located and any conflicts with the proposed improvement will be identified and either avoided or documented with the appropriate coordination performed with the utility owner (whether publicly or privately owned), commensurate with this phase of project development. Avoidance of all utilities will expedite the overall project; however, special attention will be given to the proximity of different utilities to each other, such as water main and storm or sanitary sewer. Patrick's plan will be to obtain detailed location information as early on as possible in the study process, coordinate with the utility owners to confirm this information, and then design around the facilities, where possible. llf avoidance is snot Ipossulblle, coinflllcts well be documented in the Phase II Report and coordinated with the owners, so that Phase H can start out by discussing relocation IpIlans and timefnaimes. In this manner, we should avoid all potential delays associated with utilities. Ac.a.Arnate Cost 1::.sLJrnating Patrick takes our cost estimating process very seriously as we know this is of critical importance to our integrity and goal of providing the best service to our clients. We have refined our cost estimating to be highly accurate, even at the Phase I level of project development. We carefully calculate the quantities of the major pay items, paying particular attention to those items that have a greater contribution to the overall cost of the project to yield a higher degree of accuracy. We also research similar recently bid projects in the same locale by similar owners, and use our engineering judgment to estimate accurate unit prices for the various project items. As a result, our engineer's estimates are often within a few percentage points of the final bid prices on many of our projects. Project Develalopryienow Report Once the public involvement activities are complete and all individual discipline activities have been developed to a relative level of completion, the draft Project Development Report (PDR) will be prepared for formal review and processing by the Village. The report will address the description of existing conditions, the Purpose and Need for the Project, a detailed description of the proposed improvements, and a summary of local and public involvement. The report will also address lighting, erosion and sediment control, utilities, ADA issues, aesthetic enhancements, traffic maintenance during construction, and maintenance considerations. An accurate construction cost estimate will be provided. Once all comments have been addressed, Patrick will complete the final PDR for the improvement. Based on our extensive past experience in working with IDOT, both at the district and central office levels, we will be able to expedite processing and provide a PDR that addresses all issues that IDOT will be looking for the first time, so that multiple reviews are not necessary and an expedient process can occur towards final Phase I Design Approval. Finally, any commltimeaPnts made by the Village concerning the project will be documented and cleairly Presented in the project report, with sufficient detail of what is to be done to meet the commitment, who is responsible for each commitment, and when the action associated with the commitment must be performed. THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. In EMGWrr,R,N. 105 1J(MENRPP Funding Opportunities(Patrick will assist the Village in identifying and securing funding for the future Phase II and III of this project. A primary source will be Chicago Metropolitan Agency for Planning (CMAP) Congestion Mitigation and Air Quality (CMAQ) or Surface Transportation Program (STP) funds. In January, CMAP will be issuing a call for Shared Fund Projects for the 2020-2024 Program and we will ready this project for submittal on that call. We will also submit your project for the annual Invest -in -Cook program by the Cook County Department of Transportation and Highways. As for the potential multi -modal component, such as the shared -use path along the Rand Road Corridor, we will investigate CMAP's Transportation Alternatives Program — Local (TAP -L) and IDOT's Illinois Transportation Enhancement Program (ITEP). Patrick will identify a variety of funding options for your project so that the Village is able to secure the maximum amount of funding for Phase II Engineering and Construction. E)epth of F am Resources and Availability Patrick is a firm with extensive experience in Phase I Studies. Literally, all of our transportation team members in Illinois have been involved in this type of project. As such, we have great depth in our resources to draw upon for timely completion of the Rand/IL83/Kensington Project. Further, our overall Phase I backlog in general is at a relatively low level at the current time, which means that we have the knowledgeable staff to deploy immediately to hit the ground running and complete this project on schedule for the benefit of the Village of Mount Prospect. Patrick concurs with the Village's anticipated Phase I schedule for this study. A detailed bar chart schedule, outlining the various milestones required, is shown below: 1 Data Collection/Survey 2 IN,) F Kick oV N4 er:ang, B Data Analyses 4 5 Develop Preliminary Alternatives 6 tsrl Public Impeding 7 Alternatives Evaluation 6 7 Submit APternatives Evaluation Report 9 hil1,1UP RO&d U11 to Develop Preferred Alternative 1.1. 211d Pwl"Aic MC.,ennnii, 1.2 PDR to Village 1,6 PDRtoIDOT tq is Phase I Design Approval Rand/I L83/Kensington Phase I Project Schedule NIM May Jun July AuR Sept Oct Nov Dec . Jan Feb Mar ,E Is 2018 Mav Jun .. Jn Sept Oct Nov. Dec. >k THIS PROPOSAL IS CONSIDERED PROPRIETARY TO PATRICK ENGINEERING INC. AND CONTAINS VALUABLE CONFIDENTIAL DATA, TRADE SECRETS, AND COMMERCIALLY SENSITIVE INFORMATION INCLUDING INFORMATION RELATING TO ITS INTELLECTUAL PROPERTY. DISCLOSURE PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF PATRICK ENGINEERING INC. MMGuNJK"i''.r,R3N . 106 Cost Proposal Included herein is a comprehensive cost proposal for Patrick and our subconsultants for the completion of the Phase I Study for the Rand -11 -83 -Kensington project including all 18 Scope of Services task items as listed in Exhibit B of the RSQ. A breakdown is as follows: Gewalt Hamilton Survey $19,115 Traffic Counts $ 3,672 Traffic Pattern Analysis $16,881 SUBTOTAL: $39,668 Sam Schwartz Traffic Analysis $4,200 Phase Sequence Analysis $4,800 Corridor Operations $5,400 Bike/Ped Analysis $6,700 Expenses $ 200 SUBTOTAL: $2i,300 $27,.500 Teska Public Outreach $12,130 Business Group Meeting $ 3,090 Wayfinding Concept $ 6,500 SUBTOTAL: $16,220- $21,720 Huff & Huff PESA $ 5,360 Wetlands $ 2,057 SUBTOTAL: 7,418 TOTAL SUBCONSULTANTS: $93,696 $96,306 Patrick Engineering Project Management, Geometrics, Drainage, Intersection Safety Studies, Environmental Analyses, Access Management Plan, IDS, Project Report, Meetings & Coordination 1,e X01 $146,818 GRAND TOTAL: P $243,124 If selected for this project, Patrick Engineering stands ready to work with the Village to discuss the scope of work and associated level of effort, to arrive at a mutually agreeable negotiated fee that the Village is comfortable with to achieve the desired outcomes and achieve the goals as set forth in the RSQ. ENOINEERING `11YA Bureau of Design and Environment Prepared By: Consultant PAYROLL ESCALATION TABLE ANNIVERSARY RAISES FIRM NAME Patrick Engineering Inc. DATE 04/02/18 PRIME/SUPPLEMENT Prime PTB -ITE M# 135 Prepared By Patrick Engineering inc. CONTRACT TERM 20 MONTHS OVERHEAD RATE 158.06% START DATE 5/1/2018 COMPLEXITY FACTOR 0 RAISE DATE ANNIVERSARY % OF RAISE 2,00 % ESCALATION PER YEAR DETERMINE THE MID POINT OF THE AGREEMENT 110 CACULATE THE ESCALATION FACTOR TO THE MIDPOINT OF THE CONTRACT 1.6r is The total escalation for this project would be: 1.67% Printed 4/2/2018 9:26 AM Page 1 of 10 BIDE 3604 Template (Rev. 10/19/17) 108 PAYROLL RATES FIRM NAME Patrick Engineering Inc. DATE PRIME/SUPPLEMENT Prime PTB -ITEM # 185 ESCALATION FACTOR Note. Rates should be capped on the AVG 1 tab as necessary 1.67% Principal IDOT $71.17 CLASSIFICATION PAYROLL RATES CALCULATED RATE Project Engineer 3/4 ON FILE $58.10 Principal $70.00 $71.17 Project Manager $62.85 $63.90 Project Engineer 3/4 $57.15 $58.10 Project Engineer 1/2 $43.82 $44.55 Staff Engineer 3 $36.55 $37.16 Staff Engineer 2 $33.80 $34.36 Staff Engineer 1 $29.27 $29.76 Survey Manager $63.00 $64.05 Project Surveyor $38.00 $38.63 Staff Surveyor $28.62 $29.10 Admin Assistant $23.40 $23.79 Printed 4/2/2018 9:26 AM Page 2 of 10 Bureau of Design and Environment Prepared By: Consultant 04/02/18 BIDE 3604 Template (Rev. 10/19/17) 109 O W H Q En ISI U to co ® O ® N lU � C UJ !— O Z ~ U_ < F- LL LLJ X ~ LL z 2 a a' _ ® >0 J a. 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E F- C) O co co W 00 O O co d "K? nwmimenu�mmi�� I��nnmmi�mmen� �u�i�nnunnmw� 'e�ii■mii�iiiiiiiiiiiiiniii I�AIIIIIIIIAII�II�=� �minionmu�n nnn VI II IIIAlllllllll III�I N Q N lD O. E F- C) O co co W 00 O O co d "K? PATRICK ENGINEERING INC. Rand/11-83/Kensington Phase I Study Estimated Workhours Page 1 of 6 Run date: 4/2/2018 Phase I - Engineering and Environmental Study Item Manhours 1 Data Collection Obtain Data from Agencies (zoning, district boundaries, emergency routes, developments, etc.) 6 Coordinate with Cook County for Mapping Data Sources and Control 4 Perform Traffic Counts and License Plate Survey along Kensington by GHA Establish Traffic Patterns to and from Randhurst by GHA Compile Traffic Counts and Coordinate with CMAP to Develop 2040 Projections by GHA Design JULIE Locate, Utility Letters, Obtain Utility Data 4 Incorporate Utility Data into Project Base File 16 Coordinate/Compile/Catalog GIS Data 8 Field Review (1 @ 4 hrs. x 2 ppl) 8 Subtotal Workhours = 46 Estimated Direct Cost = $296 Document Acquisition Costs $50 Travel (3 days @ $60/day) $180 Materials and Reproduction 300 pages @ $0.10/page (8.5" x 11") $30 20 sheets @ $1.80/sheet (24" x 36") $36 2 Aerial Mosaics Develop Base Project Aerial Mosaic at 1"=50' 4 Add Information (street names, drainage features, property owners, etc.) 8 Subtotal Workhours = 12 Estimated Direct Cost = $108 Materials and Reproduction 3 sheets x 6 copies @ $6.00/exhibit (24" x 36" color) $108 3 Survev Complete Topographic Survey by GHA Review and Verify Survey Data 8 Subtotal Workhours = 8 Estimated Direct Cost = $120 Travel (2 days @ $60/day) $120 4 Crash Analysis Analyze Data (5 years) 16 Prepare Crash Report 16 Subtotal Workhours = 32 Estimated Direct Cost= $20 Materials and Reproduction 200 pages @ $0.10/page (8.5" x 11") $20 Mount Prospect Manhour Summary / Manhours-Phase I 114 PATRICK ENGINEERING INC. Rand/IL83/Kensington Phase I Study Estimated Workhours Page 2 of 6 Rundate: 4/2/2018 Phase I - Engineering and Environmental Study Item Manhours 5 Alternative Geometric Studies Plan and Profile Sheets Mainline V=50' (5 shts x 20 hrs/sht) 100 (1 -Rand, 1 -IL 83, 1 -Kensington, 1 -Rand at Highland, 1 -IL 83 at Highland) Cross -Sections at 100' Intervals (3"1500 + 2* 1000 + drives = 80 sections @ 1 hr./section) 80 Typical Cross -Sections and Details 6 Analysis of Bike Path/Sidewalk Options (Wedgewood to Bus. Center Dr. - 5,500) SSE ADA Exhibits (12) 24 Plot Proposed Geometrics and ROW Line (including station/offsets for all break points) 12 Assess Utility Conflicts 16 Intersection Safety Study (Highland Road at IL 83) 26 Intersection Safety Study (Highland Road at Rand Road) 26 Access Management Plan 8 Property -to -Property Access Plan Evaluation of Additional Improvement Alternatives Develop and Update Preliminary Construction Cost Estimates 32 40 12 Field Trips to Area (1 trip x 4 hrs. x 2 people) 8 Subtotal Workhours = 390 Estimated Direct Cost = $493 Travel (1 day @ $60/day) $60 Materials and Reproduction 10 sheets x 25 copies @ $0.25/sheet (11" x 17") $63 10 sheets x 15 copies @ $1.80/sheet (24" x 36") $270 100 pages x 10 copies @ $0.10/page (8.5" x 11") $100 6 Roadway Drainage Existing Drainage System Review of Existing As-builts and Studies 4 General Location Drainage Map 2 Existing Drainage System Mainline 1" = 50' (5 sheets @ 12 hrs/sht) 60 Review Identified Drainage Problems (1 assumed) 6 Field Trips to Area (1 trip x 6 hours x 2 people) 12 Proposed Drainage System Design Criteria 4 Outlet Evaluation (assume 4 @ 4 hrs/ea) 16 Stormwater Detention Analysis 32 Storm Sewer Conveyance System Analysis 32 Local and Other Agency Meetings (2 mtgs x 3 hrs x 1 person) 6 Local and Other Agency Drainage Correspondence ( 1 person x 4 phone calls x 0.25 hrs/ea) 1 Proposed Drainage Plan mainline (5 sheets @ 18 hrs/sht) 90 Mount Prospect Manhour Summary / Manhours-Phase I 115 PATRICK ENGINEERING INC. Rand/IL83/Kensington Phase I Study Estimated Workhours Page 3 of 6 Run date: 4/2/2018 Phase 1 - Engineering and Environmental Study Item Manhours Drainage Technical Memorandum Write Preliminary Report, Proofread and Edit 32 Compile Exhibits, Maps, Charts, Graphs and Tables 10 Compile Drainage Quantities and Unit prices for PDR Cost estimate 10 Identify Permit Requirements 5 Revisions and Recompilations Following Agency Reviews 20 Subtotal Workhours = 342 Estimated Direct Cost = $276 Travel (1 days @ $60/day) $60 Mailing $50 Materials and Reproduction 1 exhibit x 5 copies @ $1.50/color exhibit (11" x 17") General Location Drainage Map $8 7 exhibits x 5 copies @ $1.80/exhibit (22" x 34") Existing Drainage System $63 J L.1111UILj x J 1.V1.JIGJ W $ 1-UICx111UR (22" x 34") Proposed Drainage Plan $45 100 pages x 5 copies @ $0.10/page (8.5" x 11") Draft, Pre -Final and Final Report $50 7 Traffic Maintenance Analysis Determination of Traffic Maintenance 8 Prepare Traffic Maintenance Exhibits (Conceptual Only) 8 Subtotal Workhours = 16 Estimated Direct Cost = $138 Materials and Reproduction 15 sheets x 10 copies @ $0.25/sheet (11" x 17") $38 100 pages x 10 copies @ $0.10/page (8.5" x 11") $100 8 Intersection Design Studies HCS and Synchro Analysis at Rand/IL83/Kensington By SSE HCS at Highland Intersections with IL 83 and Rand 10 IDS at Rand/IL83/Kensington Additional HCS at Nearby Intersections Based on Alternatives 50 40 Subtotal Workhours = 100 Estimated Direct Cost = $15 Materials and Reproduction 60 sheets @ $0.25/sheet (11" x 17") $15 Mount Prospect Manhour Summary / Manhours-Phase I PATRICK ENGINEERING INC. Rand/IL83/Kensington Phase I Study Estimated Workhours Page 4 of 6 Rundate: 4/2/2018 Phase I - Engineering and Environmental Study Item Manhours 9 Environmental Analyses ESR Form and Associated Exhibits 8 Wetland Review H&H Special Waste PESA H&H Subtotal Workhours = 8 Estimated Direct Cost = $110 Materials and Reproduction 400 pages @ $0.10/page (8.5" x 11 ") $40 40 sheets @ $0.25/sheet (11" x 17") $10 40 sheets @ $1.50/color sheet (11" x 17") $60 10 Project Development Report Preliminary Report Write Report, Proofread and Edit 32 Compile Exhibits, Maps, Charts, Graphs and Tables 24 Preliminary Report Subtotal: 56 Final Report Incorporate Public Hearing Inputs/Disposition of Comments 12 Revise Preliminary Report and Write Summary and Conclusion 8 Revise Exhibits 8 Final Report Subtotal: 28 Subtotal Workhours = 84 Estimated Direct Cost = $425 Materials and Reproduction 150 pages x5 copies @ $0.10/page (8.5" x 11") $75 40 sheets x 5 copies @ $1.50/sheet (11" x 17") $300 10 pages x 5 copies @ $1.00/color page (8.5" x 11 ") $50 Mount Prospect Manhour Summary / Manhours-Phase I 117 PATRICK ENGINEERING INC. Rand/IL83/Kensington Phase I Study Estimated Workhours Page 6of6 Rundate: 4/2/2018 Phase I - Engineering and Environmental Study Item Manhours 11 Stakeholder Involvement Project Web Site Development Teska Web Site Support 4 Initial Public Pop-up Event Mailing List/Invites Prepare Exhibits Attendance (2 people x 5 hours) Teska 12 20 10 Follow-up Activities 8 Business Stakeholder Meeting Mailing List/Invites Attendance (2 people x 4 hours) Teska 4 8 Follow-up Activities 8 Public Meeting #2 Mailing List/Invites Prepare Exhibits Attendance (2 people x 5 hours) Teska 4 40 1 V Follow-up Activities 8 Subtotal Workhours = 136 Estimated Direct Cost = $468 Travel (3 days @ $60/day) $180 Materials and Reproduction 200 pages @ $0.10/page (8.5" x 11 ") $20 200 pages color @ $1.00/page (8.5" x 11 ") $200 30 sheets @ $0.25/sheet (11" x 17") $8 10 sheets @ $6.00/sheet (24" x 36") $60 12 Meetings and Coordination Meetings with Village (2 mtgs. @ 2 hrs. x 2 people) 8 Meetings with IDOT (1 mtg. @ 3 hrs. x 2 people) 6 Meetings with FHWA (1 mtg. @ 2 hrs. x 2 people) 4 Meetings with Other Agencies (1 mtg. @ 3 hrs. x 2 people) 6 Coordination with Village (20 months) 10 Coordination with Subconsultants 12 Subtotal Workhours = 46 Estimated Direct Cost = $475 Travel (7 days @ $60/day) $420 Materials and Reproduction 500 pages @ $0.10/page (8.5" x 11 ") $50 20 sheets @ $0.25/sheet (11" x 17") $5 Mount Prospect Manhour Summary / Manhours-Phase I 118 PATRICK ENGINEERING INC. Rand/IL83/Kensington Phase I Study Estimated Workhours Page 6 of 6 Run date: 4/2/2018 Phase I - Engineering and Environmental Study Item Manhours 13 Administration and QA/QC Scheduling, Budgeting, Internal Progress Meetings, Reporting, Invoicing 32 QA/QC Activities 24 Subtotal Workhours = 56 Estimated Direct Cost = $320 Materials and Reproduction 200 pages @ $0.10/page (8.5" x 11 ") $20 Mailing, Postage $300 SUMMARY OF WORKHOURS AND DIRECT COSTS Workhours Direct Costs 1 Data Collection 46 $296 2 Aerial Mosaics 12 $108 3 Survey 8 $120 4 Crash Analysis 32 $20 5 Alternative Geometric Studies 390 $493 6 Roadway Drainage 342 $276 7 Traffic Maintenance Analysis 16 $138 8 Intersection Design Studies 100 $15 9 Environmental Analyses 8 $110 10 Project Development Report 84 $425 11 Stakeholder Involvement 136 $468 12 Meetings and Coordination 46 $475 13 Administration and QA/QC 56 $320 TOTAL: 1276 $3,262 Mount Prospect Manhour Summary/ Manhours-Phase I 119 Gewalt -Hamilton - Scope of Services GHA will provide engineering assistance to Patrick Engineering, Inc. (PEI) for the Rand Road / IL Rte 83 / Kensington Road Phase I study in the Village of Mount Prospect. Our scope will be focused on four specific tasks: Coordination and Public Outreach assistance, Topographic Survey, Traffic Data Collection, and Traffic Analyses as described below. Coordination and Public Outreach Assistance • GHA will provide a Senior Engineer as Project Manager for our aspects of the Project. The PM will coordinate all topographic survey efforts, oversee traffic data collection and the traffic analyses. • GHA will also have a Senior Engineer available to assist with and attend up to two (2) project meetings, public meetings or presentations. T opographic Survey GHA will provide topographic survey for the project. The topographic survey will include, but not be limited to, the following features: • Visible above -ground features including location and elevation of light poles, utility poles, traffic signals, sidewalks, fences, guard rails, signage, striping, overhead wires, etc. • Underground "wet" utilities storm sewer, water main sanitary sewer information will be limited to surface "rim" elevations only. • Location information for line work of underground "dry" utilities, such as gas, electric, cable TV, telephone lines, and their respective appurtenances, etc. • Elevations will be taken at 50 -foot cross sections along the limits of the survey, including spot granas at high points, low noints and grade changes Limits of topographic survey will include • Rand Road Wedgewood Lane to Business Center Drive parkway survey along one side of the road from the Rand Road back of curb to approximately 10 -feet beyond the ROW. • Rand Road / IL 83 / Kensington intersection. GHA will supplement existing topography collected during our previous improvement project at the referenced intersection to include "as -built" conditions of the right turn lanes and collection of additional detail at existing pedestrian ramps. • IL 83 / Highland intersection. GHA will collect topographic survey data of the intersection and 350 -feet in all directions (approximately one block). • Rand Road / Highland intersection. GHA will collect topographic survey data of the intersection and 350 -feet in all directions (approximately one block). fi 1pkf Traffic Data Collection GHA will deploy Miovision Video Data Collection Units (VCUs) to collect / classify vehicles and collect pedestrian volumes. Turning Movement Counts Counts will be conducted on a typical weekday (Tues-Thurs) between the hours of 6:00 am to 9:00 am and 3:00 pm to 6:00 pm Counts will also be conducted on a Saturday between the hours of 10:00 am to 1:00 pm. Locations will include; o Euclid Avenue at IL 83 o Euclid Avenue at Randhurst Entrance at Chester Dr o IL 83 at Randhurst Village North Entrance o IL 83 at Randhurst Village South Entrance / Chick Fill -A o Rand Road / IL 83 / Kensington intersection o Kensington Road at Randhurst (signal) o Kensington Road at Randhurst east entrance o IL 83 at Highland St o Rand Road at Highland Street License Plate Recognition Counts IN addition to the turning movement counts, GHA will deploy specialized cameras (one per lane) at two distinct locations to quantify the cut -through volumes in the neighborhood south of Kensington, West of IL 83, north of Highland and east of Elmhurst Avenue. • Counts will be conducted on a typical weekday (Tues-Thurs) between the hours of 6:00 am to 9:00 am and 3:00 pm to 6:00 pm • Counts will also be conducted on a Saturday between the hours of 10:00 am to 1:00 pm. • Locations will include; o Kensington Road west of Elmhurst Avenue o Highland Street west of IL 83 Traffic Analyses GHA will review the traffic data and conduct a limited analyses of the traffic flow patterns of Randhurst Shopping Center as well as provide a preliminary opinion regarding the level of cut through traffic in the neighborhood within the study area. Specific tasks will include: • Review Current traffic data and patterns and observe operations in the study area • Coordinate with CMAP for 2040 traffic projections • Develop baseline 2018 and 2040 traffic volume exhibits for the study area • Prepare a technical memorandum regarding Randhurst access operations • Prepare a technical memorandum regarding cut -through volumes observed within the neighborhood. 121 FIRM NAME PRIME/SUPPLEMENT PSB NO. PAYROLL RATES Gewalt Hamilton Assoc. DATE Subconsultant Kensignton Phase I ESCALATION FACTOR 2.75% CLASSIFICATION CURRENT RATE CALCULATED RATE Principal CE VI CE V CE IV CE III CE Ii CE I LS IV LS II LS I LISP I EC II ETV ET IV ET ill ET II ET I ADI Page 1 of 1 $69.50 $71.41 $62.30 $64.01 $56.95 $58.52 $49.55 $50.91 $39.25 $40.33 $29.00 $29.80 V)a n7 $44.88 $46.11 $33.06 $33.97 $30.00 $30.83 $29.00 $29.80 $29.50 $30.31 $56.75 $58.31 $37.21 $38.23 $30.55 $31.39 $17.10 $17.57 $22.21 $22.82 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 03/08/18 PREPARED BY THE CONSULTANT BDE 360. Template (Rev. 01/12/17) 122 FIRM PSB PRIME/SUPPLEMENT COST PLUS FIXED FEE COST ESTIMATE OF CONSULTANT SERVICES Gewalt Hamikon Assoc. Kensignton Phase I OVERHEAD RATE 1.6 Subconsultant COMPLEXITY FACTOR 0 DATE DBE DROP ITEM BOX MANHOURS (A) PAYROLL (B) OVERHEAD S FRINGE BENF C) IN-HOUSE DIRECT COSTS (D) FIXED FEE (E) Outside SERVICES Direct BY Costs OTHERS (F) (G) DBE TOTAL TOTAL (H) (B -G) Coordination / Public Outi 40 1,968.11 3,148.98 200.00 728.20 6,045.30 Topgraphic Survey 200 6,309.82 10,095.71 375.00 2,334.63 19,115.15 Traffic Data Collection 30 835.42 1,336.67 100.00 309.11 3,672.00 6,253.19 Traffic Analyses 60 2,779.391 4,447.02 1,028.371 8,254.78 Subconsultant DL 0.00 0.00 TOTALS 330 11,892.74 19,028.38 675.00 4,400.31 0.00 3,672.00 0.00 39,668.43 Page 1 of 1 Printed 3/8/2018 8:06 AM PREPARED BY THE CONSULTANT DBE BDE 3608 Template (Rev. 01/12/17) fiW AVERAGE HOURLY PROJECT RATES FIRM Gewalt Hamilton Assoc. PSB Kensignton Phase 1 PRIMEISUPPLEMENT Subconsultant DATE o3IoaN8 SHEET 1 OF i Page 1 of 1 SDE 3608 Template Printed 3/8/2018 8:06 AM PREPARED BY THE CONSULTANT (Rev. 01/12/17) 124 TOTAL PROJECT RATES W W.-fl-IMR-11.113:10 -.1 FrIaL-T 1 Page 1 of 1 SDE 3608 Template Printed 3/8/2018 8:06 AM PREPARED BY THE CONSULTANT (Rev. 01/12/17) 124 Rand Road / Kensignton Road/ IL 83 Ph I Engineering Mount Prospect, IL Exhibit C - Direct Expense Costs Mileage Meetings 5 trips at 50 miles/ea $0.50 /mile $125.00 Survey 15 trips at 50 miles/ea $0.50 /mile $375.00 Data Collection 4 trips at 50 miles/ea $0.50 /mile $100.00 Mileage Subtotal $600.00 Postage &Shipping Shipping Overnight pkgs $25.00 $0.00 Postage & Shipping Subtotal $0.00 Video Data Processing Miovision (TMC Counts) 12 intersections 9 hours $19.00 /hr $2,052.00 Miovision (ALPR Counts) 4 lanes 9 hours $45.00 /hr $1,620.00 Video Data Processing Subtotal $3,672.00 Printing and Reproduction Working Drawings 1 sets 50 sheets/ea $1.50 /sheet $75.00 sets sheets/ea $2.50 /sheet $0.00 Project Specifications sets sheets/ea $0.25 /sheet $0.00 Permit Drawings sets sheets/ea $1.50 /sheet $0.00 sets sheets/ea $0.25 /sheet $0.00 sets sheets/ea $1.50 /sheet $0.00 sets sheets/ea $0.25 /sheet $0.00 sets sheets/ea $1.50 /sheet $0.00 Presentation Boards sets sheets/ea $10.00 /sheet $0.00 Printing and Reproduction Subtotal $75.00 Sub -Consultants Sub -Consultant Subtotal $0.00 March 8 GHA Proposal No 2018.063 Total Direct Expenses $4,347.00 Page 1 of 1 125 Rand / IL 83 / Kensington Thu sda„ rebr.:wrjnu,M Monday April 2, 2018 Total Hours 228 4-72 Last Updated: 3/7/2018 $6,300 $7,200 $7,100 $ 24;190.90 $27,300 Count Expenses $0.00 Other Expenses $200.00 Subconsuitants $0.00 Grand Total $--2-1,300.-00 $27,500 Total Hours Rounded Cost Task 1: Vehicle Capacity Analysis 60 40 $ 4,200.-W Task 2: Bike Pedestrian Analysis 60 $ 6,700.00 Task 3: Phase Sequence Analysis 48 32 $ 4-6044 40 Task 4: Coordidor Signal Operational Analysis 60 40 $-404dr00 Total Hours 228 4-72 Last Updated: 3/7/2018 $6,300 $7,200 $7,100 $ 24;190.90 $27,300 Count Expenses $0.00 Other Expenses $200.00 Subconsuitants $0.00 Grand Total $--2-1,300.-00 $27,500 teska Date: 30 March 2018 To: Jarrod Cebulski, Director of Transportation, Patrick Engineering, JCebulski@patrickco.com From: Jodi Mariano, PLA, ASLA, Principal, Teska Associates, JMariano@TeskaAssociates.com Re: Proposal Response to Patrick Engineering for the Village of Mt Prospect Phase 1 Engineering Study Dear Jarrod, Thank you for including Teska on the Patrick Team for the above-mentioned project. As we discussed, Teska is capable to assist with public outreach professional services. Please find the enclosed proposed scope items which follows the format identified in the RFP: RFP Item #14: Coordination with Village staff, IDOT, businesses, and the community. 1. Teska will attend up to three (3) meetings with Village staff and IDOT. 2. Teska will prepare for and conduct meetings with local businesses and community members as defined below. RFP Item #15: Develop a public outreach program including at least two public meetings to engage affected stakeholders, solicit input from the community, and keep interested people apprised of the study. 1. Project website: Teska designed and hosted a project website during the Rand Road Corridor Plan. Although the website has since been removed from the public domain, it would be brought back for the purposes of this assignment. The website would include the same functions as before, including a public input tool, calendar, documents and other features. https://plan4randroad.com/ 2. Social media presence: Randhurst Village's facebook page alone has 4,600 likes. Teska will maximize the project's digital presence by posting project updates to the website and a project facebook page. We will cross promote with other local facebook pages such as the Village of Mt Prospect and Randhurst Village pages to maximize our visibility to the community and to promote the project. 3. Public Mtg 1— Pop up event. As an alternative to a traditional public meeting which may not get a lot of participants, we can attend a preexisting event in the community, such as the Village's Farmers Market or during an event at Randhurst Village. Preliminary design materials would be presented along with an engaging activity designed to obtain input from the community. Feedback would be quantified and presented back to staff/IDOT as well as on the project website and social media. 4. Public Mtg 2 —Community open house. Prior to a previously planned meeting, such as a Village Board meeting, an open house event would be conducted at Village Hall. The open house would present draft final materials to the community along with an engaging activity designed to obtain input from the community. Following the hwi .. _ _... ..... . _.... 627 Grove Street, Evanston, IL 60201 office 847 869-2015 www.TeskaAssociatEs.com 127 Open House, the project team would make a formal presentation to Village Board. Input would be documented and applied towards the final plan report. RFP Item #16: Attend and lead a meeting with various businesses including Randhurst Mall, Costco and Home Depot representatives to discuss design alternatives and solicit feedback. Teska will conduct a meeting with stakeholder businesses. With assistance from Village Staff, Teska will reach out to key stakeholders in the community, such as ownership and management at Randhurst Village, Costco and Home Depot. A key stakeholder workshop will be conducted by Teska upon completion of the preliminary design alternatives. The purpose of this meeting would be to review design concepts and evaluate their impacts on the adjacent land uses. Prior to this meeting, and early in the design phase, the team would reach out to key stakeholders via phone to understand individual needs that can be used to guide the design alternatives. Items such as service and loading, retail visibility and pedestrian access would be topics of these conversations and would be used to inform the concept development. Additional Task 1: Wayfinding Signage Teska will prepare a concept level wayfinding signage plan for the study area. The focus of wayfinding signage would be to direct motorists to community destinations from the Rand Road Corridor study area. Community destinations mn.r inr hir•Ia hi it me not Iimitari to Ranrihiirct \/iIInge. Pact wavfindina cianaaa-ffnrtr rmmnlatari fnr the Village would be incorporated as appropriate. The concept level wayfinding plan would be depicted as an annotated map with proposed sign copy for each proposed sign location. Two concept level elevation alternatives would be provided for the Village's review and selection of the preferred alternative. A refined concept level wayfinding map, sign copy and preferred elevation drawing would be provided as a final deliverable. RFP TASK ITEMS TESKA FEES (INCL REIMBURSABLES) TASK 14: COORDINATION MEETINGS $1,550 TASK 15: PUBLIC OUTREACH $10,580 TASK 16: KEY STAKEHOLDER WORKSHOP MEETING $3,090 ADDITIONAL TASK 1: WAYFINDING SIGNAGE $6,500 TOTAL 1$21,720 Thanks to you and the Patrick team for assembling the proposal materials. Please do not hesitate to reach out if there are any questions or clarifications I can address. C41 . I— --- - Jodi Mariano, PLA, ASLA, Principal, Teska Associates 627 Grove Street, Evanston, IL 60201 Phone: 847 563 9734 (office) Email: JMariano@TeskaAssociates.com 128 a� m z � z z Q Oco W m N �0 cD M LL N W itl AKN _ O2 a A X Iw COZ W20 WNM 00 N L ti C 0 M G c[w j 'P Q a)ma Sm N � O N w U w r Z ry a. 129 z � z z Q W �0 0 0 � N N W WNM n' N Z O Q J Q U W � H F G G F U K U) N z v U C ll � = C LU � U � a H Z W F" g LU 0- LU a CL z p� iR iR u. a 00 N L ti C 0 M G c[w j 'P Q a)ma Sm N � O N w U w r Z ry a. 129 rLU:,,r 'Mn' • ••_ • FIRM NAME Huff & Huff, Inc. PRIME/SUPPLEMENT Patrick Eng. PTB NO. ESCALATION FACTOR CLASSIFICATION CURRENT RATE ESCALATED RATE Senior Principal $70.00 $70.00 Principal $70.00 $70.00 Associate Principal ii $70.00 $70.00 Associate Principal 1 $53.54 $55.15 Senior Consultant $66.94 $68.95 Seninr(-Pntarhniral(�nnsidtant $63.77 Senior Project Manager III $58.89 $60.66 Senior Project Manager 11 $40.93 $42.16 Senior Landscape Architect $51.05 $52.58 Senior Planning PM $45.89 $47.27 Senior Geologist PM $41.60 $42.85 Senior Technical Specialist $43.2.x7 $44.66 Senior Scientist PM II $44.75 $46.09 Senior Scientist PM 1 $36.57 $37.67 Senior Technical Scientist $35.02 $36.07 Senior CADD Specialist $32.45 $33.42 Scientist PM $41.32 $42.56 Geologist PM $34.65 $35.69 Engineer PM II $40.56 $41.78 Engineer PM 1 $34.50 $35.54 Planning PM $33.95 $34.97 Architect PM $33,69 $34.70 Assistant PM Engineer 11 $38.01 $39.15 Assistant PM Engineer 1 $34.65 $35.69 Assistant PM Scientist $26.65 $27.45 Engineer 1 $30.44 $31.35 Scientist EI $25.06 $25.81 Scientist E2 $22.00 $22.66 Administrative Managers $39.03 $40.20 Senior Administrative Assistant $27.04 $27.85 Intern $15.00 $15.45 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Payroll Rates DATE 3/612018 3.00% BDE 025 (Rev. 2/06) PRINTED 3/6/2018,9:57 AM PAGE 2 iKif CD O N N d' LO N 0 W 0 m O p 2 = onv _ 4. 0 O — t t �' �_�_0 Of w + + + J J Cc 0 0 0 LO LO Lo v 4 4 MINIMUM N 0 Q ti LR Q C) 0 N m Ctt � 0 N LL LL LL (`D 0 0�c d d U 'LL iL c}o LU cW ++ U) N ECL Q d o o o CL �L)000) E c o 7.0 O m W _ 0 co ++ 0 fA U- LL 06 C:O O T U Q CL U r-- N 00 o O Lu N � 00 °r° O � � m Sw o G O : O (U E = LL m u CCU cn C) �IL a� x (u > a O E o O 0 CD O N N d' LO N 0 W 0 m O p 2 = onv _ 4. 0 O — t t �' �_�_0 Of w + + + J J Cc 0 0 0 LO LO Lo v 4 4 MINIMUM 0 0 Q ti LR Q C) 0 N m Ctt � O N N LL LL LL (`D 0 0�c N U 'LL iL c}o LU cW O N ECL Q d o o o CL �L)000) a' o 7.0 O m _ 0 co 06 C:O T 'S Co U r-- N Lu O � � E a> G O : O o23 E = .0 m u CCU C) �IL CD O N N d' LO N 0 W 0 m O p 2 = onv _ 4. 0 O — t t �' �_�_0 Of w + + + J J Cc 0 0 0 LO LO Lo v 4 4 MINIMUM 0 0 Q ti LR c C) 0 N m � O N N LL LL LL (`D 0 N U 'LL iL c}o LU E 0 7 h C'`' Z o p a LL d v N E N ECL Q d o o o CL �L)000) O a�+ ° r-- N O � � r oL9 o Cl r- I� M O +�+ d O H to N C) o 0 N o 0 0 m j2 0 0 C) (u O Cl 0 0 O O O i7 o r y ` O CO m Omoo � Lq r (D d x d X LL (0 N y N N U? N ++ N m m CD Cl) m CD O L N CDU I`- CD m N CR m N Uj 2 'O ro 0 E I co co N i� c 22 7 t co ci c S 06 r- 2 � o a � o o a O O S � o Q U3 0 O ro a N � O p 5 V O o m a a �lffl []]—FFFI 1 FFFL[LLL a 0 S a tm 5o, I I c° m vco m 0 0 0 0 0 a �2 aha m �S 7-11 co 1 co 1 11 11 d 1 co M d O M t� o 00 co 0cli 0 W ° co o1 0 m tNO (f2 O h N O N Q �- N O V V M N V Lu z CD cq rn ti m � w rn rn (o Q N N co N Oco N ate+ to V o ro Nd ui O (O r N O O tl O r O O d N 0 0 o M o 0 0 0 0 o v o 0 o d v o 0 0 o o o o N o o o o o r co 0 F° S N O O O O O O �- CP h h (O (p (.fl r M t0 h N t17 00 u') 6) O h t0 h O N V (0 (A (Q 00 r V h 0� O h LO r O M to [Y Ln M W O O O N LO M a0+ Q p ro Q O h O h O h in (O 00 (p M O o M (V d' N M I-, V N V 4 V (D V r MMM (0 M N V LO M �- d' (O M V co d' co () M LO M I- N r M (0 N N N 0 d" I� N S C ro C N 4)w En O C) U U v U c u> U Q J u co id c¢ CL � a a oto.? d m N Wo 0 Nro 'C cl c c'u FQ- D, �� U. CL C a`a` � 0 f cn -co 'C c O o c �.� e � 'U �o�o-aa�aaaa_ww a y m ,C E F- a N W O f0 p U(D U) O d d (p JdCJ (� (U N HCn U Ni"'U N Q N'� N 15 �.N N'Cd p Q O O Q O O O O O O O O C N C d1 C .0 C ''' (�V [11 @ N N c C O O 0 'C 0 N 0 N .O U U N '(.) 0) C C ro U Ni y N ,� N ),a-QQ N (ncn(n(n(n N N N N N (n N (nv�(ncn(ncn(nc�wwa N N dQddwCn(nQ(n^ iBY HUFF & HUFF, INC. SUMMARY OF INHOUSE DIRECT COSTS Project: Patrick Kensington Mt. Prospect PESA Task 01- PESA Trips - Company Tolls Reproduction Color copies 50 miles x sets x sets x Task 02 - Wetiand review Trips - Company 50 miles x Tolls DIRECT 1 x $ 0.545 = $ 27.25 4 x $ 1.50 = $ 6.00 x $ 0.03 = $ - x $ 0.11 = $ - 0 x $ - = $ - Task Total $ 33.25 1 x $ 0.545 = $ 27.25 4 x $ 1.50 = $ 6.00 Task Total $ 33.25 GRAND TOTAL $ 66.50 F:\Proposal-FY2018\Patrick\Mount Prospect Rand -11 -83 -Kensington intersection181.PT00214.18 Patrick Mt Prospect IDOT C ii RX HUFF & HUFF, INC. SUMMARY OF OUTSIDE DIRECT COSTS Project: Patrick Kensington Mt. Prospect PESA Task 01- PESA Records Search Task 02 - Weiland review 1 x $ 300.00 = $ 300.00 0 x $ - _ $ - Task Total $ 300.00 0 x $ - = $ Task Total $ - GRAND TOTAL $ 300.00 F:\Proposal-FY2018\Patrick\Mount Prospect Rand-IL83-Kensington intersection\[81.PT00214.18 Patrick Mt Prospect IDOT Direc 134