Public Works Committee — Agenda Packet

Department of Public Works Engineering Division W240 N3065 Pewaukee Road Pewaukee WI 53072 Phone: 262-691-0804 PUBLIC WORKS COMMITTEE MEETING NOTICE AND AGENDA Thursday, January 22, 2026 4:00 PM Pewaukee City Hall Common Council Chambers W240N3065 Pewaukee Road, Pewaukee, WI 1. Call to Order and Pledge of Allegiance 2. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 3. Discussion and Action Regarding the Minutes 3.1 Discussion and possible action to adopt Dec 10 2025 meeting minutes 4. Storm Water Management Division 4.1 Discussion and possible action to approve the Intergovernmental Agreement regarding Transfer of Phosphorus and Total Suspended Solids Credits from Fox River Water Pollution Control Center to Others as Part of Fox Illinois Total Maximum Daily Load. [Wagner/Wirtz] 5. Engineering Division 5.1 Discussion and possible action to apply for a Joint Quiet Zone for Duplainville Road and Parkside Road with the Village of Pewaukee's Forest Grove Drive, Oakton Avenue, Wisconsin Avenue and Kopmeier Drive. [Wagner/Gabbey] 5.2 Presentation, Discussion, and Possible Action of the Preliminary Layout for the Pewaukee Road Trail Extension Project. [Gabbey] 6. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. 7. Adjournment Magdelene Wagner Director of Public Works January 22, 2026 NOTICE It is possible that members of other governmental bodies of the municipality may be in attendance to gather information that may form a quorum. At the above stated meeting, no action will be taken by any governmental body other than the governmental body specifically referred to above in this notice. Any person who has a qualifying disability under the Americans with Disabilities Act that requires the meeting or materials at the meeting to be in an accessible format must contact the DPW Main Office at (262) 691-0804 by 12:00 p.m. the Tuesday prior to the meeting so that arrangements may be made to accommodate your request. Page 1 of 92 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action to adopt Dec 10 2025 meeting minutes Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: Draft minutes for the December 10, 2025 meeting are attached for your review and approval. Fiscal Impact: Recommended Motion: Committee approve the minutes. Page 2 of 92 City of Pewaukee W240 N3065 Pewaukee Road Public Works Committee Meeting Minutes Wednesday, December 10, 2025 In Attendance: Mayor Steve Bierce, Alderman Jerry Wamser, Michael Kreiter, James Blackwood Also In Attendance: Director of Public Works M. Wagner, Chief Engineer-Utilities R. Wirtz, Chief Engineer-Streets & Development M. Gabbey, Utility Manager J. Mueller, Utility Assistant Manager R. Kincaid, Administrative Assistant H. Jacobs 1. Call to Order and Pledge of Allegiance Mayor Bierce called the meeting to order at 3:00 p.m. and called for everyone to stand for the Pledge of Allegiance. 2. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. No public comments were received. 3. Discussion and Action Regarding the Minutes 3.1 Discussion and possible action to adopt October 23, 2025 meeting minutes. Motion was made and seconded (M. Kreiter, J. Wamser) to approve the October 23, 2025 meeting minutes. Motion passed unanimously. 4. Water and Sewer Division 4.1 Presentation, discussion, and possible action on the Water Supply Service Area Study. Ben Wood and Sydney Morgan from Strand Engineering were present to deliver a detailed presentation on the Water Supply Service Area Study. Mr. Wood explained that the Wisconsin Department of Natural Resources (DNR), under Natural Resources Code 854, requires this study for water utilities serving populations greater than 10,000. He noted that compliance with the study requirements must be completed by the end of this year. The purpose of the study was to satisfy DNR requirements, while also addressing the City's long-term concerns about the water supply. Mr. Wood discussed the challenges posed by emerging PFAS regulations and the presence of radionuclides, which are impacting the City's shallow and deep wells, DRAFT Page 3 of 92 respectively. He explained that pending PFAS regulations could effectively reduce approximately 40% of the City's existing well capacity. The presentation highlighted the significant financial investment (over $50 million) that will be required over the next five years to address water quality and water quantity issues. Mr. Wood emphasized the importance of thoroughly evaluating all available alternatives before committing to any significant investments. The study evaluated several water supply alternatives, including: 1. Continued Use of Groundwater: This option would require the development of eight new wells, contingent upon the availability of adequate and suitable sites. It would also necessitate the implementation of PFAS treatment, and potentially, future advanced treatment technologies to address emerging contaminants. The study noted that new or expanded water quality regulations affecting groundwater supplies are likely to occur approximately every 20 to 25 years. 2. Various Surface Water Sources: The study evaluated several local surface water options, including nearby quarries, the Fox River, and Pewaukee Lake. These sources were ultimately determined to be infeasible due to potential adverse impacts on local ecosystems, property ownership constraints, existing contamination concerns, and regulatory limitations. 3. Lake Michigan Water via a Great Lakes Diversion through Waukesha Water Utility: This alternative involves purchasing treated Lake Michigan water from the Waukesha Water Utility. It would require infrastructure modifications, including the construction of pump and metering stations, additional water storage facilities, and improvements to the existing water main system. 4. Lake Michigan Water Directly from Milwaukee via Lisbon Road: Added in response to public input, this option considers construction of a new transmission pipeline along Lisbon Road. It relies on Milwaukee Water Works' substantial water treatment improvements since the 1990s, including extended intake structures and the incorporation of ozonation into the treatment process. Ms. Morgan provided an in-depth analysis of non-monetary factors associated with both groundwater and Lake Michigan water, focusing on criteria critical to the City's decision-making process. She identified four main categories of analysis: environmental impacts, long-term sustainability, public health requirements, and implementability. Environmental considerations included potential risks to aquifers and aquatic ecosystems. Lake Michigan water scored higher in this category due to its sustainable withdrawal and return system, which minimizes impacts on local ecosystems. Regarding long-term sustainability, Ms. Morgan explained that groundwater supplies are more vulnerable to drought conditions, whereas Lake Michigan water is largely resilient to such conditions, providing more reliability to meet future needs. For public health, Lake Michigan water demonstrated a significant advantage given its capability to consistently meet increasingly strict water quality regulations with less intensive treatment required. This advantage is likely due in part to the robust DRAFT Page 4 of 92 treatment processes already in place by Milwaukee Water Works. Implementability encompassed the complexity of operational and construction factors. Lake Michigan water again received a higher rating due in part to the relatively minimal facilities needed for its management, compared to the extensive land acquisition, well development, and specialized treatment systems necessary for continued reliance on groundwater. Based on the overall evaluation, Lake Michigan water emerged as the more favorable option, receiving a total score of 76 out of 100, compared to 55 out of 100 for groundwater. Mr. Wood then presented the financial analysis, noting that the 50-year life-cycle costs of the evaluated alternatives were surprisingly similar, Continued reliance on groundwater was estimated at $338 million, while Lake Michigan water supplied through Waukesha Water Utility was projected at $329 million. Direct supply from Milwaukee carried an estimated cost of $355 million. The most expensive scenario, estimated at $382 million, would result from deferring the decision and transitioning to Lake Michigan water in 2050. During the meeting, Mayor Bierce raised several key issues, including projected water demand, oversight by the Public Service Commission (PSC), and infrastructure- related expenses. He questioned the assumption that water usage would nearly double, noting that the city is largely developed. Ms. Morgan explained that the projections accounted for anticipated infill development as well as the inclusion of current private well users into the municipal system. Mr. Wood added that the estimates were based on standard water usage rates applied to remaining undeveloped areas in accordance with their land use plan. Mayor Bierce also highlighted the significant difference between Waukesha's proposed wholesale rate of $5.83 per thousand gallons and Milwaukee's current rate of $1.62 per thousand gallons. Mr. Wood explained that Waukesha's higher rate reflects the inclusion of their debt service associated with its existing infrastructure. He noted that even after that debt is retired, Waukesha's rate would likely remain higher than Milwaukee's due to ongoing operational costs and depreciation factors established by the PSC. This prompted discussion regarding what constitutes a fair cost for purchasing wholesale water and the potential long-term financial implications for the City if pricing differences significantly influence water supply planning decisions. Alderman Wamser expressed skepticism regarding the quality of Lake Michigan water and advocated for greater public engagement in the decision-making process. In response, Mr. Wood pointed to the significant improvements made by Milwaukee Water Works since the 1990s, including the implementation of ozonation and the extension of water intake locations to enhance water quality. Discussion among committee members highlighted the importance of further evaluating return flow costs associated with wastewater treatment. Ms. Wagner noted that investment in additional wastewater treatment capacity would be necessary regardless of which water supply alternative is ultimately chosen. Motion was made and seconded (S. Bierce, J. Wamser) to approve the water study and its recommendation to pursue Lake Michigan water option, either DRAFT Page 5 of 92 through Waukesha or directly from Milwaukee, with the understanding that groundwater remains a potential alternative due to incomplete financial information. Motion passed unanimously. 5. Public Comment - Please limit your comments to two minutes. If further time for discussion is needed, please contact your District Alderperson prior to the meeting. No public comments were received. 6. Adjournment Motion was made and seconded (J. Wamser, M. Kreiter) to adjourn the meeting at 4:35 p.m. Motion passed unanimously. Respectfully Submitted Magdelene Wagner Director of Public Works DRAFT Page 6 of 92 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action to approve the Intergovernmental Agreement regarding Transfer of Phosphorus and Total Suspended Solids Credits from Fox River Water Pollution Control Center to Others as Part of Fox Illinois Total Maximum Daily Load. Sub Item Agenda Language: Background Provided By: Magdelene Wagner Background: As the Wisconsin Department of Natural Resources (WDNR) is developing a Total Maximum Daily Load (TMDL) for the Upper Fox River, each community which is tributary to the Fox River will be required to reduce pollutants to a level set forth as part of the TMDL. The City will need to reduce at least two key pollutants: phosphorus and total suspended solids (TSS). Both of these pollutants are also removed as part of the waste treatment at the Fox River Water Pollution Control Center (FRWPCC) through their Wisconsin Pollution Discharge Ellimination System (WPDES) permit The current phosphorus and TSS removal levels in the WPDES permit for the treatment plant exceed the levels being set in the TMDL for the permitted communities. The FRWPCC will not be allowed to reduce their treatment levels from their WPDES permit to meet the new levels set forth in the TMDL. The City owns 17.22% of the FRWPCC. As part of the TMDL, communities are allowed to transfer credits from the excess waste load treatment at the FRWPCC to the City through the Storm Water Utility (SWU) as credits for their Municipal Separate Storm Sewer System (MS4) TMDL allocations. The Intergovernmental Agreement (IGA) outlines this transfer of credits from the FRWPCC to the City and the costs associated with the treatment/removals. This is the most cost-effective and economical way to remove these pollutants. Staff supports this IGA and methodology for its allocation. In some cases, we will need to do additional treatment within our municipal boundaries but this is a large component to meeting our removal rates that will be set forth in the TMDL for the City. These credits will show up on our Sewer Utility billing. Staff will have some internal accounting transfers from the SWU to the Sewer Utility to pay for these costs. The costs will be adjusted annually as the phosphorus and TSS loading and costs change annually. Staff is recommending approval of the IGA. Fiscal Impact: Phosphorus Page 7 of 92 The Sewer Utility will receive an additional cost of $7,544.52. The Storm Water Utility would cover these additional costs for the Sewer Utility to receive the transfer credits. TSS The Sewer Utility will receive an additional cost of $1,336.93. The Storm Water Utilty would cover these additional cost to the Sewer Utilty to receive the transfer credits. Recommended Motion: Committee recommend approval of the IGA to the Council. Page 8 of 92 TRANSFER OF PHOSPHOROUS AND TOTAL SUSPENDED SOLIDS CREDITS FROM FOX RIVER WATER POLLUTION CONTROL CENTER TO OTHERS AS PART OF FOX ILLINOIS RIVER TOTAL MAXIMUM DAILY LOAD INTERGOVERNMENTAL AGREEMENT BETWEEN THE CITY OF BROOKFIELD AND CITY OF PEWAUKEE This Intergovernmental Agreement (“IGA”) is entered into as of the date of last signature below by and between the City of Brookfield (the “City”) as manager of the Fox River Water Pollution Control Center (the “FRWPCC”), with its municipal offices located at 2000 N. Calhoun Road, Brookfield, WI 53005 and FRWPCC located at 21225 Enterprise Ave, Brookfield, WI 53045 and the City of Pewaukee (MUNICIPALITY), with its municipal offices located at W240N3065 Pewaukee Road, Pewaukee, WI 53072. WHEREAS, the City of Brookfield owns and operates the sanitary sewer treatment facility known as the FRWPCC; and WHEREAS, MUNICIPALITY is currently under contract with FRWPCC for sewage treatment; and WHEREAS, the Wisconsin Department of Natural Resources (WDNR) established a Total Maximum Daily Load (TMDL) for phosphorous and total suspended solids to be discharged to the Fox Illinois River; and WHEREAS, the FRWPCC was assigned a waste load allocation for phosphorous and total suspended solids as part of the TMDL; and WHEREAS, the FRWPCC permit to discharge under the Wisconsin Pollution Discharge Elimination System (WPDES) provides for a concentration discharge limit for phosphorous and total suspended solids that results in more load being removed than is required under the TMDL for both phosphorous and total suspended solids; and WHEREAS, the WDNR TMDL provides for transfer of excess waste load allocation to a municipality’s Municipal Separate Storm Sewer System (MS4) within the watershed and, in particular, tributary to the FRWPCC to aid in meeting that municipality’s TMDL load allocations; and WHEREAS, MUNICIPALITY desires FRWPCC to transfer some of its excess waste load allocation to MUNICIPALITY so that MUNICIPALITY can obtain credit toward its MS4 TMDL load allocation; and Page 9 of 92 Page 2 of 4 WHEREAS, FRWPCC is willing to transfer its excess waste load allocation to MUNICIPALITY in exchange for payment on a per pound basis according to the terms and conditions of this IGA. NOW, THEREFORE, in exchange for good and valuable consideration, the receipt of which is hereby acknowledged, the FRWPCC and the MUNICIPALITY agree to the following: 1. RECITALS. The above-referenced recitals are true and correct and hereby incorporated by reference. 2. PAYMENT. FRWPCC will transfer its excess waste load allocation for phosphorous and total suspended solids (the “Allocation”) to MUNICIPALITY on a per pound basis proportionate to the amount of plant capacity that MUNICIPALITY owns, for the price as set forth in Exhibit A, which is hereby attached and incorporated herein. MUNICIPALITY must pay FRWPCC on a quarterly basis. Any amount which has not been timely paid shall bear interest at the rate of 1% per month. 3. CREDIT. As a result of the transfer and payment set forth in Paragraph 2, MUNICIPALITY may use the Allocation amount as credit to its MS4 TMDL load allocation. 4. TERM. This IGA shall be effective upon the date of last signature below and shall remain in perpetuity or until amended as set forth in Paragraph 5. Termination of this IGA requires a written notice delivered to the office of the other party, such notice specifying the date of the termination which date shall not be less than sixty (60) days from the date of the notice of termination. 5. AMENDMENT. Any modification to this IGA shall be in writing and signed by both the FRWPCC and the MUNICIPALITY. 6. SEVERABILITY. If a court of competent jurisdiction finds any part of this IGA unenforceable, then the remainder of this IGA shall not be affected and continue in full force and effect. 7. APPLICABLE LAW. The laws of the State of Wisconsin shall apply to this IGA. 8. RESOLVING DISPUTES. If a dispute arises under this IGA, the parties agree to first try to resolve the dispute with the help of a mutually agreed-upon mediator located in southeastern Wisconsin. Any costs and fees, other than attorneys’ fees, associated with the mediation shall be shared equally by the parties. If the dispute is not resolved within 30 days after it is referred to the mediator, either party may take the matter to court. Venue in any action brought under this IGA shall be proper only in either Circuit Court Page 10 of 92 Page 3 of 4 for Waukesha County or the United States District Court for the Eastern District of Wisconsin. 9. NOTICES. Unless otherwise set forth herein, all notices and other communications in connection with this IGA shall be in writing and shall be considered given as follows: A. When delivered personally to the recipient's address as stated below; or B. Three days after being deposited in the United States mail, with postage prepaid to the recipient's address as stated below. FRWPCC: City of Brookfield Attn: Director of Public Works 2000 North Calhoun Road Brookfield, WI 53005 MUNICIPALITY: City of Pewaukee Attn: Director of Public Works W240N3065 Pewaukee Road Pewaukee, WI 53072 10. INDEPENDENCE OF THE PARTIES. This IGA does not create a partnership. Neither party may contract on behalf of the other party. 11. SUCCESSORS AND ASSIGNS. The FRWPCC and MUNICIPALITY each bind themselves, their partners, successors, assigns, and legal representatives to the other party to this Agreement and to the partners, successors, assigns, and legal representatives of the other party with respect to all covenants of this Agreement. 12. AUTHORITY OF SIGNATORIES. Each person signing this IGA certified that the person is properly authorized by the party’s governing body to execute this IGA. (Signature page to follow) Page 11 of 92 Page 4 of 4 FRWPCC MUNICIPALITY By: __________________________________ By: _________________________________ Steven V. Ponto, Mayor Date:__ By: __________________________________ Sara Bruckman City Clerk _ Date:__ _______________________________ Steve Bierce Mayor Date:_________________________________ By: __________________________________ Kelly Tarczewski City Clerk Date: _________________________________ Page 12 of 92 Costs for transferring Excess Wast Load Allocations for Phosporous and TSS Total O&M costs for treatment (less SIU pretreatment revenue) 4,434,621$ Influent pounds phosphorous 129,787 Effluent pounds phosphorous 3,194 Pounds phosphorous removed 126,593 Cost per pound of phosphorous removed 35.03$ P - Permitted Total Excess WLA Excess P (lbs) Transfer Unit cost Cost / pound Capacity Capacity Credit for Net Change* Muni 2326 % of P P removed P transferred Owned (MGD) (%) WLA Transfer ($) COB 809 34.8% 35.03$ 28,339.71$ 6.07652 48.61% 39,609.69$ 11,269.98$ TOB 259 11.1% 35.03$ 9,072.91$ 1.40348 11.23% 9,148.56$ 75.65$ COP 616 26.5% 35.03$ 21,578.81$ 2.153 17.22% 14,034.29$ (7,544.52)$ VOP 172 7.4% 35.03$ 6,025.25$ 2.000 16.00% 13,036.97$ 7,011.71$ VMF 308 13.2% 35.03$ 10,789.41$ 0.180 1.44% 1,173.33$ (9,616.08)$ LPSD 0 0.0% 35.03$ -$ 0.687 5.50% 4,478.20$ 4,478.20$ 93.0% New Berlin 162 7.0% 35.03$ 5,674.95$ 0 0.00% -$ (5,674.95)$ 100.0% 81,481.03$ 12.500 100.00% 81,481.03$ -$ * Positive numbers are reductions in costs. Negative numbers are additional costs above the norm for receiving the additional P & TSS WLA Credits. Page 13 of 92 Total O&M costs for treatment (less SIU pretreatment revenue) 4,434,621$ Influent pounds TSS 6,089,890 Effluent pounds TSS 176,036 Pounds TSS removed 5,913,854 Cost per pound of TSS removed 0.75$ TSS - Permitted Total Excess WLA Excess TSS (tons Transfer Unit cost Cost / ton Capacity Capacity Credit for Net Change* Muni 169 % of TSS TSS removed TSS transferred Owned (MGD) (%) WLA Transfer ($) COB 30 17.8% 0.75$ 44,992.19$ 6.07652 48.61% 123,210.45$ 78,218.25$ TOB 3.6 2.1% 0.75$ 5,399.06$ 1.40348 11.23% 28,457.64$ 23,058.57$ COP 30 17.8% 0.75$ 44,992.19$ 2.153 17.22% 43,655.26$ (1,336.93)$ VOP 6 3.6% 0.75$ 8,998.44$ 2.000 16.00% 40,552.96$ 31,554.52$ VMF 17 10.1% 0.75$ 25,495.58$ 0.180 1.44% 3,649.77$ (21,845.81)$ LPSD 0 0.0% 0.75$ -$ 0.687 5.50% 13,929.94$ 13,929.94$ 51.2% New Berlin 82.4 48.8% 0.75$ 123,578.56$ 0 0.00% -$ (123,578.56)$ 100.0% 253,456.02$ 12.500 100.00% 253,456.02$ -$ * Positive numbers are reductions in costs. Negative numbers are additional costs above the norm for receiving the additional P & TSS WLA Credits. Page 14 of 92 City of Pewaukee - New Agenda Item Agenda Language: Discussion and possible action to apply for a Joint Quiet Zone for Duplainville Road and Parkside Road with the Village of Pewaukee's Forest Grove Drive, Oakton Avenue, Wisconsin Avenue and Kopmeier Drive. [Wagner/Gabbey] Sub Item Agenda Language: Background Provided By: Magdelene Wagner/Michaelis Gabbey Background: The City is pursuing a Quiet Zone along the Canadian National (CN) rail corridor, impacting the crossings at Watertown Road, Green Road, and Weyer Road and along the Canadian Pacific (CP) rail corridor impacting the crossings at Springdale Road, Duplainville Road, and Parkside Road. These Quiet Zone crossings are at various stages of development. The location and status of each crossing are listed in the attached supporting documents. City Staff met with the consultant for the Quiet zone crossing studies (R.A. Smith) and the Village of Pewaukee on November 7, 2025 to discuss a request from the Village of Pewaukee to consider a joint Quiet Zone along the Canadian Pacific rail corridor. This joint Quiet Zone would include the crossings at Duplainville Road, Forest Grove Drive, Oakton Avenue, Wisconsin Avenue, Kopmeier Drive, and Parkside Road. The primary purpose of this joint Quiet Zone would be to fast-track Quiet Zone approval for the crossings within the Village of Pewaukee. Multiple of the Village crossings require implementation of an Alternative Safety Measure (ASM) which requires an 18-24 month review period. Implementation of these ASMs would not be necessary if a joint Quiet Zone containing all of the crossings listed above is pursued. City Staff recommends that these ASMs are still implemented by the Village to protect roadway users, however their approval through the Federal Railway Administration (FRA) would not be necessary. One of the major concerns from City Staff is that the joint Quiet Zone might no longer meet qualifications if an accident occurred at one of the crossings. Multiple Village crossings have non-typical layouts which present heightened risk for train/vehicle accidents. Tom Domres from the FRA has provided guidance stating that in the event of a crash, the City of Pewaukee could file an amended Notice of Establishment removing the affected crossing from the joint Quiet Zone. This would allow the joint Quiet Zone to remain in effect while improvements are completed to bring the affected crossing back into compliance. Fiscal Impact: There is no current or anticipated financial impact for this item. Page 15 of 92 Recommended Motion: Public Works Committee recommend to the Common Council to move towards establishment of a joint Quiet Zone with the Village of Pewaukee including the crossings at Duplainville Road, Forest Grove Drive, Oakton Avenue, Wisconsin Avenue, Kopmeier Drive, and Parkside Road contingent on the Village constructing the ASMs which would be required for individual establishment. Page 16 of 92 Pewaukee Joint Quiet Zone SE Wisc Reg Planning Comm, SEWRPC, Vantor 1/19/2026, 1:42:20 PM 0 0.45 0.90.23 mi 0 0.75 1.50.38 km 1:28,000 CAPITOL DRIVE GLACIER ROAD PROSPECT AVE WATERTOWN ROAD STH 16 CP RAIL CORRIDOR JOINT QUIET ZONE LIMITS DUPLAINVILLE ROAD CROSSING PARKSIDE ROAD CROSSING KOPMEIER DRIVE CROSSING WISCONSIN AVENUE CROSSING OAKTON AVENUE CROSSING FOREST GROVE DRIVE CROSSING Page 17 of 92 From: Bruggeman, John To: Wagner, Magdelene; Gabbey, Michaelis; Matt Heiser; David Buechl; Klein, Scott Cc: Scholbe, Jake Subject: Pewaukee City/Village Quiet Zone Follow-Up Date: Sunday, December 21, 2025 6:09:33 PM Attachments: image001.png All,   We received the following responses from Tom Domres at the FRA as a result of our last meeting between the Village and City to discuss the joint Quiet Zone process.  Please review these responses and let me know if this is sufficient information for you at this time.   1.  Could a temporary partnership between the City and Village be established while the Village simultaneously applied for an ASM approval at the Wisconsin & Oakton crossings to limit their risk of losing quiet zone status?  In other words, could both municipalities apply for a joint quiet zone now in the existing condition while the Village would concurrently submit for ASM approvals at Wisconsin and (future) Oakton?    The recommended path forward on this would be to apply for a joint Quiet Zone, with one of the communities taking the lead. When the Quiet Zone needs to be modified (for example, when the Village’s ASM’s are approved), the non-lead agency submits a Notice of Establishment (NOE), which requires a 21-day period for implementation. Upon completion of the 21-day period, the lead agency would submit an Amended NOE that removes the extra crossings from the original Quiet Zone. The Amended NOE would take effect upon receipt of the Amended NOE submittal to stakeholders.   2.  What is the process/timeline to re-establish a quiet zone if the joint Quiet Zone came out of compliance (presumably due to a crash) or needed to be reestablished per the scenario outlined in #1?  Would a termination occur immediately after issuing a notice and then to reestablish under a standalone City quiet zone, they would follow the same NOI/NOE process as they are following now for Duplainville and Parkside (~3 months)?    If a crash occurs and pulls the Quiet Zone out of compliance, the communities would be notified and they would have a six-month period to commit to improving the crossings. After that commitment, the communities would have 3 years to actually implement the improvements. The recommended process for establishing/re-establishing quiet zones is the Amended NOE process outlined in #1 (rather than the termination/NOI/NOE process). For example, if the City was the lead agency in the original quiet zone and a crash occurred at one of the Village’s crossings, the City could move forward with an Amended NOE that removes the Village’s crossings and that change would take effect upon receipt of the Amended NOE submittal to stakeholders. The Village would work through their own (independent) Quiet Zone establishment process to set up the new quiet zone for only the Village’s crossings, which would Page 18 of 92 include the typical NOI, public authority application, construction, and NOE.   Thanks,   John P. Bruggeman, P.E., PTOE Senior Traffic Project Manager 16745 West Bluemound Road, Brookfield, WI 53005-5938 direct: 262-317-3353 fax: 262-781-8466 John.Bruggeman@raSmith.com www.linkedin.com/in/johnpbruggeman/ LinkedIn raSmith.com   Page 19 of 92 Pewaukee Railroad Crossings SE Wisc Reg Planning Comm, SEWRPC, Vantor 1/19/2026, 1:39:45 PM 0 0.7 1.40.35 mi 0 1 20.5 km 1:42,000 CAPITOL DRIVE WATERTOWN ROAD LINDSAY ROAD STH 16 MEADOWBROOK ROAD GLACIER ROAD CN RAIL CORRIDOR CP RAIL CORRIDOR SPRINGDALE ROAD CROSSING DUPLAINVILLE ROAD CROSSING PARKSIDE ROAD CROSSING WATERTOWN ROAD CROSSING GREEN ROAD CROSSING WEYER ROAD CROSSING Page 20 of 92 Quiet Zone Status – 1/22/2026 Weyer Rd The Alternative Safety Measure (ASM) was approved by the FRA on 12/3/25 after an 18- month review. This allows for a Quiet Zone to be established at the crossing after the proposed medians on either side of the track are constructed. Duplainville Rd A Notice of Intent (NOI) was issued on 6/19/25 for this crossing, requiring a 60-day comment period for stakeholders. No comments were received. Since the existing four quadrant gates are considered Supplemental Safety Measures (SSMs) and automatically qualify as a quiet zone, the next step is to issue a Notice of Establishment (NOE), which establishes the quiet zone within a 21-day period. The issuance of the NOE is on hold until there is further direction on the potential joint City-Village quiet zone. Green Rd/Watertown Rd A Notice of Intent (NOI) was issued on 9/5/25 for this crossing, requiring a 60-day comment period for stakeholders. No comments were received. The next step is to develop plans and construct raised medians (SSMs) at both crossings. After construction, an NOE can be issued to implement the quiet zone. Parkside Rd A Diagnostic Review Meeting was held on 10/6/25 to discuss the crossing and proposed quiet zone. The crossing automatically qualifies as a quiet zone due to four-quadrant gates, which is an SSM. The issuance of the NOI/NOE is on hold until there is further direction on the potential City-Village quiet zone. Page 21 of 92 City of Pewaukee - New Agenda Item Agenda Language: Presentation, Discussion, and Possible Action of the Preliminary Layout for the Pewaukee Road Trail Extension Project. [Gabbey] Sub Item Agenda Language: Background Provided By: Michaelis Gabbey Background: In April 2024, a resident submitted a petition to extend a trail along Pewaukee Road from its current termination at Pewaukee Road and Riverwood Drive North south to Tower Place. At the April 24, 2024 Public Works Committee meeting, a motion was passed directing staff to take the trail extension request to the Common Council to secure funds to start the project in 2024. The common council discussed the petition for the Extension of the Pewaukee Road Trail at the Common Council Meeting on May 6, 2024. At this meeting the Council approved a motion directing City Staff to select a consultant for design services to study the trail extension and determine the viability and cost for several trail locations to connect the identified termini. City Staff selected RH Batterman as the Consultant to complete the preliminary design for the project. City staff previously received a feasibility study from the Consultant (RH Batterman) outlining three primary routes for the multi-use path along the Pewaukee Road (STH 164) corridor. These routes were presented to the Public Works Committee at the August 7, 2025 meeting for selection of two routes to receive additional review and preparation of preliminary construction plans. The routes selected at this meeting were Alternative 1 (Along Pewaukee Road) and Alternative 3 (Utilizing private pathways in Riverwood Corporate Center). Consultant staff will present refined alternative analysis and answer any questions related to the designs and associated cost. Fiscal Impact: There is no current financial impact for this item. The revised estimated cost of the multi-use path alternatives are listed below: Alternative #1 - $1,334,000.00 Alternative #3 - $1,131,000.00 Recommended Motion: Page 22 of 92 Committee Selection of one preferred alternative to transition from preliminary design to final construction plans and specifications. This motion should specify preferred ProHealth connection point(s). Page 23 of 92 MULTI-USE PATH FEASIBILITY STUDY STH 164/PEWAUKEE ROAD City of Pewaukee, Waukesha County REFINED ALTERNATIVES ̷ ̷ ̷ August 2025 ̷ ̷ ̷ Prepared by: Prepared for: Jessica Lancelle, PE Page 24 of 92 Multi-use Path Feasibility Study | City of Pewaukee 2 ̷ ̷ ̷ TABLE OF CONTENTS ̷ ̷ ̷ Background & Existing conditions ..............................................................................................................................3 Alternative 1 ................................................................................................................................................................3 Alternative 3 ................................................................................................................................................................7 Utility Conflicts ............................................................................................................................................................7 Matrix Evaluation ........................................................................................................................................................8 ̷ ̷ ̷ ATTACHMENTS ̷ ̷ ̷ Alternatives Overview Map ....................................................................................................................................... A Preliminary Plans ...................................................................................................................................................... B Preliminary Cost Estimates ...................................................................................................................................... C Page 25 of 92 Multi-use Path Feasibility Study | City of Pewaukee 3 BACKGROUND & EXISTING CONDITIONS The project is located in the City of Pewaukee alon g the west side of STH 164/Pewaukee Road and just n orth of the IH 94 corridor near the Riverwood Corporate Cen ter, Waukesha County. An existing multi-use path runs south along Pewaukee Road and terminates at the north leg of Riverwood Drive. The city has proposed a future extension of the path. The purpose of the extension is to pro vide multi-modal access to the ProHealth healthcare campus south of S Riverwood Drive and to the various busin esses and restaurants along Tower Place. The first phase of the project included three (3) alternatives analyzed at a higher level to determine possible impacts. These included a path along: • Alternative 1: Pewaukee Road/STH 164 • Alternative 2: Riverwood Corporate Center loop • Alternative 3: Private Path Access This second phase includes two (2) of those alternatives, being designed to a 30% level. Additional modeling, utility survey, cost estimates and more detailed plans are included with this memo. Based on Phase 1 findings and city feedback, Alternatives 1 and 3 were identified for further evaluation. These options were a more direc t route from the existing path to the north to connect to the Pr oHealth facility and Tower Place, see Attachment A Alternative Overview Map. ALTERNATIVE 1 Alternative 1 maintained the direct route south from the existing path to Tower Place. Access to ProHealth and Thunder Bay Grille were challenging, with additional options analyzed. The path was extended south and west to the first driveway along Tower Place for a more useful terminus for business access. Future expansion could extend further west to more businesses. Access to ProHealth was explored to connect via Pew aukee Road, Riverwood Drive, or the existing path a long the west edge of the facility. Those locations are outlined below. Ramp Locations Page 26 of 92 Multi-use Path Feasibility Study | City of Pewaukee 4 Due to grades and the existing berm along Pewaukee Road, a switchback ramp is proposed for proper ADA requirements (Ramp C). This would connect to existing sidewalk within the ProHealth garden area. It is assumed that any bike traffic using the proposed ramps would walk their bicycles between these connection points. This would reduce conflicts with pedestrians and decrease the overall width of the ramps as well. A similar ramp could be installed along Riverwood Drive near the western parking lot (Ramp B). A small existing clearing between landscaping and trees would be a less invasive connection point. This would also create straight connection across the parking lot to existing sidewalk within the facility. The curb along the north edge would be removed for a new curb ramp, three (3) parking stalls would be removed to include a marked crosswalk t hrough the area, and a second curb ramp installed at the south edge of the parking lot. The existing curbed island would require a new curb, new sidewalk to connect to existing, and relocation of the parking sign at the lot entrance. Existing sidewalk continues west and crosses south to the Cancer Center entrance. This option would not only connect the path to the hospital but also add a safer crossing for users through the parking lot. A central crosswalk could channel pedestrians to the more visible and managed crossing. A raised median for pedestrian refuge could be added in the center stalls for a more defined crossing area compared to the markings c urrently shown in the plans. For this location to work for Alternative 1, it would require extension of the multi-use path from Pew aukee Road, west along Riverwood Drive; adding additional infrastructure and cost. Looking West Looking East Extension to Pewaukee Road Page 27 of 92 Multi-use Path Feasibility Study | City of Pewaukee 5 Existing sidewalk near Cancer Center Entrance Proposed crossing through parking lot – Looking south Page 28 of 92 Multi-use Path Feasibility Study | City of Pewaukee 6 A third option is to continue the extension along Riverwood Drive and reconstruct a small portion of the private path network to the south. The terminus would be at the existing ramp to the facility (Ramp C). This could avoid ramp construction but would increase the overall path length and may not be as intuitive to users as it is farthest from the primary trail and main parking lot access points. D irectional signing would be appropriate for any of these options, but especially Ramp C. A berm exists on the west side of Pewaukee Road between the business park and roadway. This was included in the development agreements during the ProHealth fac ility planning process and must be maintained. Orig inal path design showed a wider grading area to match into existing with standard grass backslopes. A landscaping wall is shown in the preliminary plans in Attachment B along the majority of the Pewaukee Road path to minimize grading, reduce easements, and help maintain the berm. Coordination with the Wisconsin Department of Transportation (WisDOT) would also be required for this alternative. Much of the path is partially within the right of way and will likely require utility relocations. State authorized utility relocation and coordination is likely required, and compensability would need to be determined. Some facilities will not require relocation however with the grade difference, proposed wall, and associated excavation limits are likely not buried deep enough to avoid all conflicts. Easements will be required, both temporary and perm anent, for path construction. Coordination and agreements with private landowners will be required for construction access and future maintenance of the facility, assuming the city will maintain the path post construction. Temporary easements for grading, slope tie-in points, and restoration will be needed. Existing ramp near private path – Looking east Page 29 of 92 Multi-use Path Feasibility Study | City of Pewaukee 7 ALTERNATIVE 3 Alternative 3 uses primarily the private path route through the business park with connections to Pewa ukee Road along the Riverwood Drive north leg. The existing p ath would connect to new path along the north side of the Riverwood Drive loop, extend west, and then continu e south along the east side of the ponds. A new crossing with curb ramps and markings would be located on the sou th side of the Riverwood Drive loop. Continuing sou th, the path would utilize the existing private path route, cut through the trees and extend south to Tower Place. This option is mainly on private property and coordination with owners, right of way acquisition and easements wou ld be required. This is a more scenic option and would co nnect directly to Ramp A, as previously mentioned, at the west end of ProHealth. The path could be extended along the southern portion of the Riverwood Drive loop wi th an additional ramp connection through the Cancer Center parking lot (Ramp B). Other considerations for this alternative are the p roximity to the ponds and drainage infrastructure u nder the path network. Grading would be required down to the pond s in some locations. A few existing pipes and endwa ll structures would require replacement, extension, or adjustment. More investigation may be needed as not all pipes have verified connection points after private locat es. Split rail fence is proposed for steeper slopes near the pond as a safety barrier for pedestrians and cyclists. UTILITY CONFLICTS During the survey phase, existing utilities were id entified. Tickets with Diggers Hotline were called in and some located and marked in the field. The information in the plans is approximate in many locations. Not all were marked and some data in the plans was digitized from facil ity mapping. Further into design of either alternat ive, more in- depth coordination with the facility owners will be required to determine final conflicts points. A pr eliminary look at utility conflicts are noted in the preliminary plans found in Attachment B, Utility Conflict Overview sheets C2.03 and C2.04. As previously noted for Alternative 1, any r elocations within the WisDOT right of way would nee d to be coordinated through the state. While the private path route has less conflicts as there are fewer facilities, it also had less marked facilities. It was also noted that some areas within the Riverwood Drive right of way cros s existing watermain. Based on the cut section and the existin g buried depth, some of these may need to be lowere d or insulated to meet city requirements. Coordination w ith utility companies and the state, along with wor k plans for each facility impacted, would be completed during final design. Alternate through parking lot with raised median Raised median with ramp and curb 3 parking stalls utilized for crossing Connection to existing sidewalk Page 30 of 92 Multi-use Path Feasibility Study | City of Pewaukee 8 MATRIX EVALUATION The impacts matrix was updated from Phase 1 to incl ude more detailed numbers and cost. With the additi on of more walls along Pewaukee Road to better maintain the berm, reduce grading limits, and add the ProHealth access option, costs did increase for Alternative 1 more s o than Alternative 3. Additional length was also a dded along Riverwood Drive to connect the parking lot access. For breakdowns of the cost estimates, refer to Attachment C. A lt. 1 3 Description Pewaukee R oad Private P ath Network L eng th (ft) 3200 4000 Cost $ 1,334,000 $ 1,131,000 $/L F $ 417 $ 283 A djacent Properties Impacted 4 (1.5 acres) 9 (2.5 acres) Utility Impacts WisDOT R OW & P rivate Property P rivate Property Safety 2 R oad Crossings 0-2 Driveways * 2 R oad Crossings 4-5 Driveways ** Comfortability A long high speed 4 lane roadway A long private path with local road connection T ree Impacts 31 30 Constructability Intermediate access & more complex staging A ccess limitation, less complex staging, additional coordination with owners Least Impactful *Based on ramp connection location: R amp A = 2, R amp B=1, R amp C=0 More Impactful **Based on ramp connection location: R amp A= 4, R amp B=5 Page 31 of 92 Multi-use Path Feasibility Study | City of Pewaukee A ̷ ̷ ̷ ATTACHMENT: A ̷ ̷ ̷ ALTERNATIVES OVERVIEW MAP Page 32 of 92 City of PewaukeeSTH 164 Multi-Use Path Feasibility StudyWaukesha County02505001000 City ofPewaukee Stone Ridge Drive STH 164 (Pewaukee Road) Riverwood Drive Tower Place Rockwood Drive Busse Road Project Location Preferred Alternatives ProHealthUrgent Care WildwoodLodge Riverwood CorporateCenter PewaukeeRiver PROHEALTH ACCESSAT EXISTING RAMP1A PROHEALTH ACCESSUSING NEW CONNECTIONTO PARKING LOT PROHEALTH ACCESSUSING NEW CONNECTIONTO GARDEN LEGENDNEW PATH CONNECTIONIMPROVE EXISTING PATHALT 1 - PEWAUKEE ROADALT 3 - EXISTING PATH CONNECTIONS 1C 1B 3A 3B Page 33 of 92 Multi-use Path Feasibility Study | City of Pewaukee B ̷ ̷ ̷ ATTACHMENT: B ̷ ̷ ̷ PRELIMINARY PLANS Page 34 of 92 94INTERSTATE 94INTERSTATE 164 REDFORD BLVD PEWAUKEE ROAD16 COUNTYJJ ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C1.01 - COVER SHEET.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING. PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C1.01 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:45 AM SHEET LISTSheet C1.01Cover SheetSheet C1.02General NotesSheetC2.01Project Overview (Alt 1)Sheet C2.02Project Overview (Alt 3)SheetC2.03Utility Conflict Overview (Alt 1)SheetC2.04Utility Conflict Overview (Alt 3)Sheet C2.05Typical Sections (Alt 1)SheetC2.06Typical Sections (Alt 3)SheetsC3.01-3.02Switchback DetailsSheetC3.03DetailsSheetsC6.01-6.08Plan & Profile (Alt 1)Sheets C6.09-6.18Plan & Profile (Alt 3)SheetsC7.01-7.12Cross Sections (Alt 1)SheetsC7.13-7.26Cross Sections (Alt 3) PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSIN N SITE LOCATION DISTANCE UNITS BASED ON THE UNITED STATES SURVEY FOOTCOORDINATES BASED ON THE WISCONSIN COORDINATE REFERENCE SYSTEM (NAD-83 (2011))WAUKESHA ZONEEPOCH: 2010.00VERTICAL DATUM BASED ON NAVD-88GEOID MODEL: WISCONSIN GEOID18 FIXED WAUKESHACOUNTY THE LOCATION OF UTILITIES ARE DEPICTED BY OBSERVED EVIDENCE, FROM RECORD PLANS (IF MADE AVAILABLE) AND MARKINGS REQUESTED PURSUANT TO A UTILITY LOCATE. HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELYAND RELIABLY DEPICTED. DESIGN CONSULTANTR.H. Batterman & Co., Inc.Jessica Lancelle, PE1040 N Wisconsin StElkhorn, WI 53121262-379-2250jlancelle@rhbatterman.com COVER SHEETengineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com T-7-N R-19-E Page 35 of 92 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C1.02 - GENERAL NOTES.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.GENERAL NOTESPEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C1.02 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:45 AM GENERAL NOTES1.REFER TO SPECIFIC LOCAL CODES FOR ALL WORK ITEMS. THE LATEST EDITION OF"STANDARD SPECIFICATIONS FOR SEWER & WATER CONSTRUCTION IN WISCONSIN","WISCONSIN DEPARTMENT OF COMMERCE STATE PLUMBING CODE", MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND "STANDARDSPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, CURRENT EDITION"AS ADOPTED BY THE STATE OF WISCONSIN, DEPARTMENT OF TRANSPORTATION,HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS SHALL APPLY TO THISPROJECT; UNLESS SPECIFIED ELSEWHERE IN THE PROJECT PLANS OR CONTRACTDOCUMENTS. IN THE EVENT OF CONFLICT BETWEEN THE STANDARD SPECIFICATIONS,OR MUNICIPAL SPECIFICATIONS, PROJECT SPECIFICATIONS SHALL TAKE PRECEDENCEAND SHALL GOVERN.2. 3.THE INTENTION OF THE PLANS AND SPECIFICATIONS IS TO SET FORTH PERFORMANCEAND CONSTRUCTION MATERIAL STANDARDS FOR THE PROPER EXECUTION OF WORK.ALL WORK CONTAINED WITHIN THE PLANS AND SPECIFICATIONS SHALL BE COMPLETEDIN ACCORDANCE WITH ALL REQUIREMENTS FROM LOCAL, STATE, FEDERAL, OR OTHERGOVERNING AGENCY’S LAWS, REGULATIONS, JURISDICTIONALORDINANCES/CODES/RULES/ETC. AND THE ENGINEER'S, OWNER’S AND GOVERNINGAGENCY'S DIRECTION.4.THE CONTRACTOR IS RESPONSIBLE TO REVIEW AND UNDERSTAND ALL COMPONENTSOF THE PLANS AND SPECIFICATIONS, INCLUDING FIELD VERIFYING SOIL CONDITIONS,PRIOR TO SUBMISSION OF A BID PROPOSAL.5.THE CONTRACTOR SHALL PROMPTLY REPORT ANY ERRORS OR AMBIGUITIES LEARNEDAS PART OF THEIR REVIEW OF PLANS, SPECIFICATIONS, REPORTS AND FIELDINVESTIGATIONS.6.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE COMPUTATION OF QUANTITIESAND WORK REQUIRED TO COMPLETE THIS PROJECT. THE CONTRACTOR’S BID SHALL BEBASED ON ITS OWN COMPUTATIONS AND IN NO SUCH INSTANCE RELY ON THEENGINEER’S ESTIMATE.7.QUESTIONS/CLARIFICATIONS WILL BE INTERPRETED BY ENGINEER/OWNER PRIOR TO THEAWARD OF CONTRACT. ENGINEER/OWNER WILL SUBMIT OFFICIAL RESPONSES INWRITING. INTERPRETATIONS PRESENTED IN OFFICIAL RESPONSES SHALL BE BINDING ONALL PARTIES ASSOCIATED WITH THE CONTRACT. IN NO WAY SHALL WORD-OF-MOUTHDIALOG CONSTITUTE AN OFFICIAL RESPONSE.8.PRIOR TO START OF WORK, CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH ALLCONDITIONS OF THE SITE, AND SHALL ACCOUNT FOR CONDITIONS THAT AFFECT, ORMAY AFFECT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, LIMITATIONS OF WORKACCESS, SPACE LIMITATIONS OF WORK ACCESS, SPACE LIMITATIONS, OVERHEADOBSTRUCTIONS, TRAFFIC PATTERNS, LOCAL REQUIREMENTS, ADJACENT ACTIVITIES, ETC.FAILURE TO CONSIDER SITE CONDITIONS SHALL NOT BE CAUSE FOR CLAIM OF JOBEXTRAS.9.COMMENCEMENT OF CONSTRUCTION SHALL EXPLICITLY CONFIRM THAT THECONTRACTOR HAS REVIEWED THE PLANS AND SPECIFICATIONS IN ENTIRETY ANDCERTIFIES THAT THEIR SUBMITTED BID PROPOSAL CONTAINS PROVISIONS TO COMPLETETHE PROJECT, WITH THE EXCEPTION OF UNFORESEEN FIELD CONDITIONS; ALLAPPLICABLE PERMITS HAVE BEEN OBTAINED; AND CONTRACTOR UNDERSTANDS ALL OFTHE REQUIREMENTS OF THE PROJECT.10.SHOULD ANY DISCREPANCIES OR CONFLICTS IN THE PLANS OR SPECIFICATIONS BEDISCOVERED AFTER THE AWARD OF THE CONTRACT, ENGINEER/OWNER SHALL BENOTIFIED IN WRITING IMMEDIATELY AND CONSTRUCTION OF ITEMS AFFECTED BY THEDISCREPANCIES/CONFLICTS SHALL NOT COMMENCE, OR CONTINUE, UNTIL A WRITTENRESPONSE FROM ENGINEER/OWNER IS DISTRIBUTED.11.THE CONTRACTOR SHALL, AT ITS OWN EXPENSE, OBTAIN ALL NECESSARY PERMITS ANDLICENSES TO COMPLETE THE PROJECT. OBTAINING PERMITS, OR DELAYS, IS NOT CAUSEFOR DELAY OF THE CONTRACT OR SCHEDULE. CONTRACTOR SHALL COMPLY WITH ALLPERMIT REQUIREMENTS.12.THE CONTRACTOR SHALL NOTIFY ALL INTERESTED GOVERNING AGENCIES, UTILITYCOMPANIES AFFECTED BY THIS CONSTRUCTION PROJECT, AND DIGGER’S HOTLINE INADVANCE OF CONSTRUCTION TO COMPLY WITH ALL JURISDICTIONALORDINANCES/CODES/RULES/ETC., PERMIT STIPULATION, AND OTHER APPLICABLESTANDARDS. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR FIELDLOCATIONS OF THEIR FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THECONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OFTHESE FACILITIES. ANY UTILITY LOCATIONS SHOWN ON THE PLANS ARE BASED ONAVAILABLE RECORDS AND ARE FOR GENERAL DIRECTION ONLY. THE CONTRACTORSHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL UNDERGROUND UTILITIESSUCH AS GAS MAIN, SANITARY AND STORM SEWER, WATER, ETC., AT THE TIME OFCONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY ELEVATIONS, SIZES,CONDITIONS AND MATERIALS OF ALL EXISTING UTILITIES, INCLUDING AND ESPECIALLYAT ALL TIE-IN OR POTENTIAL CONFLICT POINTS. THE FIELD VERIFICATION SHALL OCCURPRIOR TO ANY WORK BEING PERFORMED. ANY DEVIATIONS FROM PLAN INFORMATIONSHALL BE PROVIDED TO THE ENGINEER IN WRITING WITHIN 24 HOURS OF THEVERIFICATION AND, IN EVERY CASE, PRIOR TO THE START OF CONSTRUCTION. IF THECONTRACTOR STARTS WORK WITHOUT NOTIFYING THE ENGINEER OF ANYDISCREPANCIES, THEN THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FORCORRECTIVE OR OTHER MEASURES NECESSARY TO CONSTRUCT THE UTILITY OR SYSTEM.THE CONTRACTOR SHALL INFORM THE ENGINEER AND THE RESPONSIBLE MUNICIPALDEPARTMENT BEFORE WORK COMMENCES ON EACH CATEGORY OF CONSTRUCTION (I.E.ELECTRIC, WATER MAIN, SANITARY, STREET, AND STORM SEWER IMPROVEMENT). ATWENTY-FOUR (24) HOUR NOTICE SHALL BE GIVEN FOR ANY ITEM THAT REQUIRES FINALTESTING AND INSPECTION. 13.SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BERESPONSIBLE TO INITIATE, INSTITUTE, ENFORCE, MAINTAIN, AND SUPERVISE ALL SAFETYPRECAUTIONS AND JOB SITE SAFETY PROGRAMS IN CONNECTION WITH THE WORK.14.THE CONTRACTOR SHALL KEEP THE JOBSITE CLEAN AND ORDERLY AT ALL TIMES. ALLLOCATIONS OF THE SITE SHALL BE KEPT IN A WORKING MANNER SUCH THAT DEBRIS ISREMOVED CONTINUOUSLY AND ALL RESPECTIVE CONTRACTORS OPERATE UNDERGENERAL “GOOD HOUSEKEEPING.” THE CONTRACTOR SHALL TAKE ALL NECESSARYSTEPS TO CONTROL DUST ARISING FROM CONSTRUCTION OPERATIONS. THE ENGINEER,OWNER, OR GOVERNING AGENCY MAY ORDER WATER TO BE SPREAD FOR DUSTCONTROL. CONTRACTOR SHALL ALSO KEEP PAVED ROADWAYS AS CLEAN AS POSSIBLEAND MAY BE ORDERED BY THE ENGINEER, OWNER, OR GOVERNING AGENCY TO CLEANSTREETS AS REQUIRED. ALL DUST CONTROL MEASURES AND STREET CLEANING WILL BECONSIDERED INCIDENTAL TO THE PROJECT.15.THE CONTRACTOR SHALL INDEMNIFY THE OWNER, ENGINEER, AND THEIR AGENTSFROM ALL LIABILITY INVOLVED WITH THE CONSTRUCTION, INSTALLATION, AND TESTINGOF THE WORK ON THIS PROJECT.16.PRIOR TO CONSTRUCTION, A PRE-CONSTRUCTION MEETING MUST BE HELD AT THEOFFICE OF THE ENGINEER, OWNER, OR GOVERNING AGENCY. THE PRE-CONSTRUCTIONMEETING SHALL BE SCHEDULED AND MODERATED BY THE DESIGNENGINEER/ARCHITECT OF RECORD.17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER BRACING, SHORING, ANDOTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS. HESHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR ROADWAYS ANDASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS AS NECESSARY TO THESATISFACTION OF THE ENGINEER.18.THE ENGINEER/OWNER/GOVERNING AGENCY AND THEIR REPRESENTATIVES SHALL BEALLOWED ACCESS TO THE SITE AT ALL TIMES. THE CONTRACTOR SHALL TAKEWHATEVER STEPS NECESSARY TO ASSURE ON-SITE SAFETY, ACCESSIBILITY AND FULLCOOPERATION WITH THE REPRESENTATIVE. THE REPRESENTATIVE SHALL BE ALLOWEDAT ALL TIMES TO INSPECT QUANTITY AND QUALITY OF THE WORK AND MATERIALS ANDSHALL BE GIVEN THE AUTHORITY TO REJECT WORK AND/OR MATERIALS THAT DO NOTCOMPLY WITH THE PLANS AND SPECIFICATIONS. THE FINAL ACCEPTANCE OF THEWORK SHALL BE AUTHORIZED BY THE ENGINEER/OWNER/GOVERNING AGENCY.19.THE CONTRACTOR SHALL MAINTAIN ACCESS TO LOCAL RESIDENTS, BUSINESSES ANDEMERGENCY SERVICE VEHICLES AT ALL TIMES.20.THE CONTRACTOR SHALL PRESERVE ALL SURVEY MONUMENTS, OR THEY SHALL BEREPLACED BY A LICENSED WISCONSIN LAND SURVEYOR AT THE CONTRACTOR'SEXPENSE IF DISTURBED OR DESTROYED.21.IF REQUIRED, THE CITY OF WAUKESHA'S INDEMNIFICATION AND INSURANCEREQUIREMENTS SHALL BE PROVIDED BY THE CONTRACTOR AS IDENTIFIED IN THEPRE-CONSTRUCTION MEETING.R.H. BATTERMAN AND COMPANY, INC.ENGINEER’S LIMITATIONR.H. BATTERMAN AND COMPANY, INC. AND THEIR CONSULTANTS DO NOT WARRANT ORGUARANTEE THE ACCURACY AND COMPLETENESS OF THE DELIVERABLES HEREIN BEYONDREASONABLE DILIGENCE. IF ANY MISTAKES, OMISSIONS, OR DISCREPANCIES ARE FOUND TOEXIST WITHIN THE DELIVERABLES, THE ENGINEER SHALL BE PROMPTLY NOTIFIED PRIOR TOBID SO THAT HE MAY HAVE THE OPPORTUNITY TO TAKE WHATEVER STEPS NECESSARY TORESOLVE THEM. FAILURE TO PROMPTLY NOTIFY THE ENGINEER OF SUCH CONDITIONS SHALLABSOLVE THE ENGINEER FROM ANY RESPONSIBILITY FOR THE CONSEQUENCES OF SUCHFAILURE. ACTIONS TAKEN WITHOUT THE KNOWLEDGE AND CONSENT OF THE ENGINEER, ORIN CONTRADICTION TO THE ENGINEER’S DELIVERABLES OR RECOMMENDATIONS, SHALLBECOME THE RESPONSIBILITY NOT OF THE ENGINEER BUT OF THE PARTIES RESPONSIBLE FORTAKING SUCH ACTION.FURTHERMORE, R.H. BATTERMAN AND COMPANY, INC. IS NOT RESPONSIBLE FORCONSTRUCTION SAFETY OR THE MEANS AND METHODS OF CONSTRUCTION.EARTHWORK AND PAVING1.THE CONTRACTOR SHALL EXAMINE THE DRAINAGE PATTERNS SHOWN ON THE PLANSAND MAKE CERTAIN THAT ALL GUTTER FLAGS AND PAVEMENTS ARE PITCHED PROPERLYTO ACHIEVE THIS DRAINAGE PATTERN. THE CONTRACTOR SHALL GRADE THE PROJECTAREA TO PREVENT ACCUMULATIONS OF WATER WITHIN THE EXCAVATION AREASDURING PERIODS OF PRECIPITATION. ANY SUBGRADE AREA WHICH COLLECTS WATERSHALL BE IMMEDIATELY PUMPED TO REMOVE THE ACCUMULATED WATER.CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL ON THE SUBGRADE SURFACESUSCEPTIBLE TO INSTABILITY DUE TO WET CONDITIONS. ANY DEWATERING OF THE SITESHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS WORK IS CONSIDEREDINCIDENTAL TO THE PROJECT AND WILL INCLUDE, AS A MINIMUM:1.A.SHAPING THE SUBGRADE AND BASE COURSE TO DRAIN AWAY FROM THE CENTERAND TOWARD THE EDGE.1.B.PROVIDING SUMPS AND PUMPS AT THE OUTER EDGES OF THE ROADWAY TOREMOVE STANDING WATER AS NECESSARY.1.C.REDUCING THE POTENTIAL INFILTRATION OF WATER IN SUBGRADE SOIL BYROLLING OR OTHER MEANS TO SEAL THE SURFACE SOILS OR BASE COURSE AT THEEND OF EACH DAY'S CONSTRUCTION OR WHEN RAIN IS THREATENING.2.PAVEMENT, SIDEWALK, AND CURB & GUTTER AREAS SHALL HAVE ALL UNSTABLETOPSOIL, PERISHABLE MATERIALS, MUCK, PEAT, ORGANICS, OR ANY OTHERUNDESIRABLE OR UNSUITABLE MATERIAL REMOVED BEFORE THE PLACEMENT OFAGGREGATE BASE.3.COMPACTION AREAS TO BE COMPACTED TO A MINIMUM 95% OF MAXIMUM DRYDENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTMD1557).4.THE CONTRACTOR SHALL CONDUCT A PROOF ROLL OF THE SUBGRADE ANDAGGREGATE BASE OF PAVED AREAS PRIOR TO FINAL SHAPING FOR PAVINGPREPARATIONS.5.FILL, BASE AGGREGATES, PAVEMENT, AND CURB & GUTTER SHALL CONFORM TO THESTANDARD SPECIFICATIONS (GENERAL NOTE 1). GEOTECHNICAL EVALUATION HAS NOT BEEN CONDUCTED FOR THIS SITE. SUB-SURFACESOIL CONDITIONS WERE ASSUMED TO BE CONSISTENT WITH THE US DEPARTMENT OFAGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICES (NRCS) WEBSOIL SURVEY CUSTOM SOIL RESOURCE REPORT. IT SHALL BE EXPRESSLY UNDERSTOODTHAT OWNER WILL NOT BE RESPONSIBLE FOR ANY INTERPRETATIONS ORCONCLUSIONS DRAWN THEREFROM BY THE CONTRACTOR. DATA IS MADE AVAILABLEFOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FORPERFORMING ANY ADDITIONAL SOILS INVESTIGATIONS THEY FEEL IS NECESSARY FORTHE PROPER EVALUATION OF THE SITE FOR PURPOSES OF PLANNING, BIDDING, ORCONSTRUCTION OF THE PROJECT AT NO ADDITIONAL COST TO THE OWNER. Abbreviations/Definitions engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com LEGEND Existing Underground Fiber OpticUFOUFO Existing TelephoneTT Existing Gas MainGG Existing WatermainWW Existing ElectricEE Existing Storm SewerSTST Existing Sanitary SewerSANSAN Existing OverheadOHOH Existing Treeline Existing FenceXXX Existing ForcemainFMFM WetlandExisting Cable TelevisionTVTV Existing Railroad Tracks Existing Right-of-WayExisting Boundary LineExisting Adjacent PropertyExisting Easement Line Existing Beehive InletExisting Curb InletExisting Round Inlet Existing Sanitary ManholeSAN Existing Storm ManholeST Existing Pull Box Existing Telephone Pedestal Existing Utility Vault Existing BollardExisting CleanoutExisting Flag PoleExisting Light PoleExisting Ground LightExisting Utility Pole with LightExisting Utility PoleExisting Guy WireExisting Mailbox Existing Gas MeterG Existing Water Valve Existing Electric MeterE Existing Fire Hydrant Existing Septic TankST Coniferous TreeDeciduous TreeSoil Boring Existing WellPW Existing Rip Rap Existing Telephone ManholeT Existing Horseshoe InletMHExisting Square Inlet Existing Monitoring Well Existing Air ConditionerAC Existing Traffic Signal Existing CenterlineExisting Section Line Existing Gas ValveExisting Electric Pedestal Existing Tree StumpExisting Brushline/BushExisting Water MeterWProposed Storm Sewer))Proposed Sanitary Sewer<<Proposed WatermainWWHMA PavementConcrete PavementProposed Holding Curb & GutterProposed Reject Curb & Gutter Proposed Contour LineXXXExisting Contour LineXXX Tree Removal Sawing PavementXXXXXXX Existing Roof DrainExisting Transformer Existing Sign Proposed GravelProposed Detectable WarningProposed Curb Head Taper ACAcresBFEBasement Floor ElevationBMBenchmarkBOCBack of CurbBSLBuilding Setback LineCBCatch BasinCCCenter to CenterCLCenterlineCONCConcreteCPCSCulvert Pipe Corrugated SteelCSMCertified Survey MapCTHCounty Trunk HighwayCULVCulvertCPCulvert PipeCPCACulvert Pipe Corrugated AluminumCPCPECulvert Pipe Corrugated PolyethyleneCPCPPCulvert Pipe Corrugated PolypropyleneCPCSCulvert Pipe Corrugated SteelCPCSACCulvert Pipe Corrugated Steel Aluminum CoatedCPCSPCCulvert Pipe Corrugated Steel Polymer CoatedCPRCCulvert Pipe Reinforced ConcreteCPRCHECulvert Pipe Reinforced Concrete Horizontal EllipticalCPSCulvert Pipe SalvagedCPTCulvert Pipe TemporaryC&GCurb and GutterDIPDuctile Iron PipeDIADiameterDWYDrivewayEBSExcavation Below SubgradeELEVElevationEPEdge of PavementEWEndwallEXExistingEXCExcavationEXPExpansionFFFace to FaceFFEFinished Floor ElevationFGFinished GradeFLFlowlineFT/'FootHDPEHigh Density PolyethleneHTHeightHYDHydrantIN/"InchesIN DIAInch DiameterIDInside DiameterINVInvertIPIron Pipe or PinLFLinear FootMHManholeML/MEMatch Line/Match ExistingODOutside Diameter PACSPipe Arch Corrugated SteelPACSACPipe Arch Corrugated Steel Aluminum CoatedPAPCCSPipe Arch Polymer Coated Corrugated SteelPASPPipe Arch Structural PlatePCPCSPipe Cattle Pass Corrugated SteelPCPPipe Cattle PassPCPRCPipe Cattle Pass Reinforced ConcretePSPPipe Structural PlatePUPipe UnderdrainPUUPipe Underdrain UnperforatedPUWPipe Underdrain WrappedPUWPPipe Underdrain Wrapped and PlowedPCPoint of CurvaturePCCPortland Cement ConcretePIPoint of IntersectionPLProperty LinePLEPermanent Limited EasementPTPoint of TangencyPVCPolyvinyl ChlorideRRadiusRDRoadRRRailroadRCPReinforced Concrete PipeRCPAReinforced Concrete Pipe ArchR/LReference LineR/WRight-of Way LineSANSanitarySESuperelevationSFSquare FeetSTAStationSTDStandardSDDStandard Detail DrawingSSStorm SewerSSPCStorm Sewer Pipe CompositeSSPNRCStorm Sewer Pipe Non-Reinforced ConcreteSSPRCStorm Sewer Pipe Reinforced ConcreteSSCPEStorm Sewer Pipe Corrugated PolyethyleneSSCPPStorm Sewer Pipe Corrugated PolypropyleneSSPRCHEStorm Sewer Pipe Reinforced Concrete Horizontal EllipticalSTHState Trunk HighwaySTRStructure or StructuralSUBDSubdivisionSURFSurfaceSWSidewalkSYSquare YardTEMPTemporaryTLETemporary Limited EasementTYPTypicalUSHUnited States HighwayVCLVertical Curve LengthVPIVertical Point of Intersection Page 36 of 92 // ////// ///////////// //////////// 40 45 50 55 60 65 70 75 80 85 0 5 1012 10 15 20 25 30 35 PWC 0949998008RIVERWOOD PEWAUKEE LLCN17W24222 RIVERWOOD DR PWC 0949998006BEST GRAPHICS GROUPPROPERTIES II LLCN17W24340 RIVERWOOD DR PWC 0949998015PIONEER HOLDINGS LLCN19W24135 RIVERWOOD DR PWC 0949998016RIVERWOOD PEWAUKEE LLCN19W24133 RIVERWOOD DR PWC 0949998017RIVERWOOD VENTURES LLCN19W24101 RIVERWOOD DR PWC 0949998010SQUIRES III WAUKESHA LLCN19W24075 RIVERWOOD DRPWC 0949998012WISCONSIN BELL INC PWC 0949998011KM RIVERWOOD, LLC ANDADS RIVERWOOD, LLCN17W24100 RIVERWOOD DRPWC 0949998014DECADE 80-VI AND DECADE 80-IXN19W24130 RIVERWOOD DR PWC 0949998013PMZ-RIVERWOOD LLCN19W24200 RIVERWOOD DR PWC 0949998004MRA INSTITUTE OF MANAGEMENT, INC.N19W24350 RIVERWOOD DR PWC 0949992WAUKESHA COUNTYPWC 0949991002PMZ-RIVERWOOD LLCN19W24400 RIVERWOOD DR PWC 0949991001RIVERWOOD II LLCN17W24300 RIVERWOOD DR PWC 0952985HUDSON DC ASSETS LLCN15W24250 RIVERWOOD DR PWC 0952984WAUKESHA MEMORIAL HOSPITAL INCN16W24131 RIVERWOOD DRPWC 0952999005THUNDER BAY GRILLE LLCN14W24130 TOWER PL PWC 0952990004SISIAN, LLCN14W24200 TOWER PL PWC 0952990006HOA HOTELS LLCN14W24121 TOWER PL PWC 0952989001STONE RIDGE MARKET LLCW240N1485 PEWAUKEE RD PWC 0954998010REALTY INCOME PROPERTIES 6 LLCN14W23999 STONE RIDGE RDPWC 0954998026MIKEY LIKES IT LLCN14W23900 STONE RIDGE RDPWC 0955994001CITY OF PEWAUKEE(PILGRIM REST CEMETERY)W240N3065 PEWAUKEE RDPWC 0954998024NATIONAL EXCHANGEBANK AND TRUSTW239N1700 BUSSE RDPWC 0954990SOUTHEASTERN WISCONSINREGIONALW239N1812 ROCKWOOD DR PWC 0954998028RIDGEVIEW CORPORATE PARKOWNERS ASSOCIATION INC R/WR/W R/WR/W R/WR/W R/W R/WR/W R/W R/W R/WR/W P.L. (TYP.)P.L. (TYP.) P.L. (TYP.)P.L. (TYP.) P.L. (TYP.) P.L. (TYP.) BEGIN PROJECTSTA. 10+97.03Y (NORTHING) = 175543.99X (EASTING) = 684549.79 END CONSTRUCTIONSTA. 10+61.99Y (NORTHING) = 176343.26X (EASTING) = 684084.55 END PROJECTSTA. 34+77.52Y (NORTHING) = 177711.40X (EASTING) = 684852.00 BUSSE ROAD ROCKWOOD DRIVE TOWER DRIVE PEWAUKEE ROAD/STH 164 RIVERWOOD DRIVE RIVERWOOD DRIVE ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C2.01 - PROJECT OVERVIEW (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PROJECT OVERVIEW (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C2.01 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 075150300 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:45 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 37 of 92 X // ////// ///////////// //////////// 0 5 1012 PWC 0949998008RIVERWOOD PEWAUKEE LLCN17W24222 RIVERWOOD DR PWC 0949998006BEST GRAPHICS GROUPPROPERTIES II LLCN17W24340 RIVERWOOD DR PWC 0949998015PIONEER HOLDINGS LLCN19W24135 RIVERWOOD DR PWC 0949998016RIVERWOOD PEWAUKEE LLCN19W24133 RIVERWOOD DR PWC 0949998017RIVERWOOD VENTURES LLCN19W24101 RIVERWOOD DR PWC 0949998010SQUIRES III WAUKESHA LLCN19W24075 RIVERWOOD DRPWC 0949998012WISCONSIN BELL INC PWC 0949998011KM RIVERWOOD, LLC ANDADS RIVERWOOD, LLCN17W24100 RIVERWOOD DRPWC 0949998014DECADE 80-VI AND DECADE 80-IXN19W24130 RIVERWOOD DR PWC 0949998013PMZ-RIVERWOOD LLCN19W24200 RIVERWOOD DR PWC 0949998004MRA INSTITUTE OF MANAGEMENT, INC.N19W24350 RIVERWOOD DR PWC 0949992WAUKESHA COUNTYPWC 0949991002PMZ-RIVERWOOD LLCN19W24400 RIVERWOOD DR PWC 0949991001RIVERWOOD II LLCN17W24300 RIVERWOOD DR PWC 0952985HUDSON DC ASSETS LLCN15W24250 RIVERWOOD DR PWC 0952984WAUKESHA MEMORIAL HOSPITAL INCN16W24131 RIVERWOOD DRPWC 0952999005THUNDER BAY GRILLE LLCN14W24130 TOWER PL PWC 0952990004SISIAN, LLCN14W24200 TOWER PL PWC 0952990006HOA HOTELS LLCN14W24121 TOWER PL PWC 0952989001STONE RIDGE MARKET LLCW240N1485 PEWAUKEE RD PWC 0954998010REALTY INCOME PROPERTIES 6 LLCN14W23999 STONE RIDGE RDPWC 0954998026MIKEY LIKES IT LLCN14W23900 STONE RIDGE RDPWC 0955994001CITY OF PEWAUKEE(PILGRIM REST CEMETERY)W240N3065 PEWAUKEE RDPWC 0954998024NATIONAL EXCHANGEBANK AND TRUSTW239N1700 BUSSE RDPWC 0954990SOUTHEASTERN WISCONSINREGIONALW239N1812 ROCKWOOD DR PWC 0954998028RIDGEVIEW CORPORATE PARKOWNERS ASSOCIATION INC R/WR/W R/WR/W R/WR/W R/W R/WR/W R/W R/W R/WR/W P.L. (TYP.)P.L. (TYP.) P.L. (TYP.)P.L. (TYP.) P.L. (TYP.) P.L. (TYP.) END CONSTRUCTIONSTA. 44+25.39Y (NORTHING) = 176565.01X (EASTING) = 684364.34 40 45 50 55 60 65 70 75 80 85 100 105 110 BEGIN PROJECTSTA. 0+03.94Y (NORTHING) = 175450.40X (EASTING) = 683751.66 END PROJECTSTA. 88+39.22Y (NORTHING) = 177708.98X (EASTING) = 684855.08 40 45 50 55 60 65 70 75 80 85 89 RIVERWOOD DRIVE RIVERWOOD DRIVEBUSSE ROAD ROCKWOOD DRIVE TOWER DRIVE PEWAUKEE ROAD/STH 164 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C2.02 - PROJECT OVERVIEW (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PROJECT OVERVIEW (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C2.02 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 075150300 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:46 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 38 of 92 40 45 50 55 60 65 70 75 80 85 0 5 1012 10 15 20 25 30 35 PWC 0949998008RIVERWOOD PEWAUKEE LLCN17W24222 RIVERWOOD DR PWC 0949998006BEST GRAPHICS GROUPPROPERTIES II LLCN17W24340 RIVERWOOD DR PWC 0949998015PIONEER HOLDINGS LLCN19W24135 RIVERWOOD DR PWC 0949998016RIVERWOOD PEWAUKEE LLCN19W24133 RIVERWOOD DR PWC 0949998017RIVERWOOD VENTURES LLCN19W24101 RIVERWOOD DR PWC 0949998010SQUIRES III WAUKESHA LLCN19W24075 RIVERWOOD DRPWC 0949998012WISCONSIN BELL INC PWC 0949998011KM RIVERWOOD, LLC ANDADS RIVERWOOD, LLCN17W24100 RIVERWOOD DRPWC 0949998014DECADE 80-VI AND DECADE 80-IXN19W24130 RIVERWOOD DR PWC 0949998013PMZ-RIVERWOOD LLCN19W24200 RIVERWOOD DR PWC 0949998004MRA INSTITUTE OF MANAGEMENT, INC.N19W24350 RIVERWOOD DR PWC 0949992WAUKESHA COUNTYPWC 0949991002PMZ-RIVERWOOD LLCN19W24400 RIVERWOOD DR PWC 0949991001RIVERWOOD II LLCN17W24300 RIVERWOOD DR PWC 0952985HUDSON DC ASSETS LLCN15W24250 RIVERWOOD DR PWC 0952984WAUKESHA MEMORIAL HOSPITAL INCN16W24131 RIVERWOOD DRPWC 0952999005THUNDER BAY GRILLE LLCN14W24130 TOWER PL PWC 0952990004SISIAN, LLCN14W24200 TOWER PL PWC 0952990006HOA HOTELS LLCN14W24121 TOWER PL PWC 0952989001STONE RIDGE MARKET LLCW240N1485 PEWAUKEE RD PWC 0954998010REALTY INCOME PROPERTIES 6 LLCN14W23999 STONE RIDGE RDPWC 0954998026MIKEY LIKES IT LLCN14W23900 STONE RIDGE RDPWC 0955994001CITY OF PEWAUKEE(PILGRIM REST CEMETERY)W240N3065 PEWAUKEE RDPWC 0954998024NATIONAL EXCHANGEBANK AND TRUSTW239N1700 BUSSE RDPWC 0954990SOUTHEASTERN WISCONSINREGIONALW239N1812 ROCKWOOD DR PWC 0954998028RIDGEVIEW CORPORATE PARKOWNERS ASSOCIATION INC END CONSTRUCTIONSTA. 10+61.99Y (NORTHING) = 176343.26X (EASTING) = 684084.55 END PROJECTSTA. 34+77.52Y (NORTHING) = 177711.40X (EASTING) = 684852.00 BUSSE ROAD ROCKWOOD DRIVE TOWER DRIVE PEWAUKEE ROAD/STH 164 RIVERWOOD DRIVE RIVERWOOD DRIVE // ////// ///////////// //////////// TV RELOCATEHYDRANT 11+05CITY ROW RELOCATEHYDRANT 40+00DOT ROWADJUSTHYDRANT 44+28CITY ROW RELOCATE DOT TRAFFICSIGNAL CABINET, DOT ROW RELOCATEAT&T & WE ELECTRIC11+00 TO 17+50DOT ROW RELOCATEAT&T 20+00DOT ROW RELOCATEAT&T FO & WE GAS40+00 TO 47+65CITY ROW POSSIBLE STORM SEWERCONFLICTSOUTSIDE ROW WATER MAIN MAY NEEDINSULATION/RELOCATION40+00 TO 47+60DEPENDING ON LOCATION RELOCATEAT&T 24+50 TO 32+70OUTSIDE DOT ROW RELOCATE TRAFFICSIGNAL, DOT ROW RELOCATEMWFN 31+60 TO 35+00OUTSIDE DOT ROW RELOCATEWE GAS 34+75DOT ROW BEGIN PROJECTSTA. 10+97.03Y (NORTHING) = 175543.99X (EASTING) = 684549.79 ISSUANCE 35489 - UTILITY OVERVIEW (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING. SHEET NO.DESIGNED BY: PROJECT NO: DRAWN BY:CHECKED BY:APPROVED BY: N075150300 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:46 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com 2025-08-2630% PLANS-- -- -- -- -- PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSIN C2.03LC-- JL 35489 UTILITY CONFLICT OVERVIEW (ALT 1) Page 39 of 92 40 45 50 55 60 65 70 75 80 85 0 5 1012 10 15 20 25 30 35 PWC 0949998008RIVERWOOD PEWAUKEE LLCN17W24222 RIVERWOOD DR PWC 0949998006BEST GRAPHICS GROUPPROPERTIES II LLCN17W24340 RIVERWOOD DR PWC 0949998015PIONEER HOLDINGS LLCN19W24135 RIVERWOOD DR PWC 0949998016RIVERWOOD PEWAUKEE LLCN19W24133 RIVERWOOD DR PWC 0949998017RIVERWOOD VENTURES LLCN19W24101 RIVERWOOD DR PWC 0949998010SQUIRES III WAUKESHA LLCN19W24075 RIVERWOOD DRPWC 0949998012WISCONSIN BELL INC PWC 0949998011KM RIVERWOOD, LLC ANDADS RIVERWOOD, LLCN17W24100 RIVERWOOD DRPWC 0949998014DECADE 80-VI AND DECADE 80-IXN19W24130 RIVERWOOD DR PWC 0949998013PMZ-RIVERWOOD LLCN19W24200 RIVERWOOD DR PWC 0949998004MRA INSTITUTE OF MANAGEMENT, INC.N19W24350 RIVERWOOD DR PWC 0949992WAUKESHA COUNTYPWC 0949991002PMZ-RIVERWOOD LLCN19W24400 RIVERWOOD DR PWC 0949991001RIVERWOOD II LLCN17W24300 RIVERWOOD DR PWC 0952985HUDSON DC ASSETS LLCN15W24250 RIVERWOOD DR PWC 0952984WAUKESHA MEMORIAL HOSPITAL INCN16W24131 RIVERWOOD DRPWC 0952999005THUNDER BAY GRILLE LLCN14W24130 TOWER PL PWC 0952990004SISIAN, LLCN14W24200 TOWER PL PWC 0952990006HOA HOTELS LLCN14W24121 TOWER PL PWC 0952989001STONE RIDGE MARKET LLCW240N1485 PEWAUKEE RD PWC 0954998010REALTY INCOME PROPERTIES 6 LLCN14W23999 STONE RIDGE RDPWC 0954998026MIKEY LIKES IT LLCN14W23900 STONE RIDGE RDPWC 0955994001CITY OF PEWAUKEE(PILGRIM REST CEMETERY)W240N3065 PEWAUKEE RDPWC 0954998024NATIONAL EXCHANGEBANK AND TRUSTW239N1700 BUSSE RDPWC 0954990SOUTHEASTERN WISCONSINREGIONALW239N1812 ROCKWOOD DR PWC 0954998028RIDGEVIEW CORPORATE PARKOWNERS ASSOCIATION INC BUSSE ROAD ROCKWOOD DRIVE TOWER DRIVE PEWAUKEE ROAD/STH 164 RIVERWOOD DRIVE RIVERWOOD DRIVE // ////// ///////////// //////////// TV RELOCATEWE ELECTRIC0+50 TO 2+10PRIVATE 100 105 110112 X RELOCATEWE ELECTRIC3+30PRIVATE RELOCATEAT&T FO & WE GAS44+25 TO 47+65CITY ROW POSSIBLE STORM SEWERCONFLICTSOUTSIDE ROW WATER MAIN MAY NEEDINSULATION/RELOCATION44+25 TO 47+60DEPENDING ON LOCATION RELOCATEWE GAS 34+75OUSIDE DOT ROW RELOCATEAT&T FO108+50PRIVATE RELOCATEAT&T FO112+20PRIVATE RELOCATEAT&T FO78+95CITY ROW RELOCATEWE GAS 78+95 TO 89+40CITY ROW RELOCATEAT&T LINES86+55 TO 89+40CITY ROW RELOCATEAT&T LINES78+95 TO 86+55CITY ROW END CONSTRUCTIONSTA. 44+25.39Y (NORTHING) = 176565.01X (EASTING) = 684364.34 BEGIN PROJECTSTA. 0+03.94Y (NORTHING) = 175450.40X (EASTING) = 683751.66 END PROJECTSTA. 88+39.22Y (NORTHING) = 177708.98X (EASTING) = 684855.08 ISSUANCE 35489 - UTILITY OVERVIEW (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING. SHEET NO.DESIGNED BY: PROJECT NO: DRAWN BY:CHECKED BY:APPROVED BY: N075150300 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:46 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com 2025-08-2630% PLANS-- -- -- -- -- PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSIN C2.04LC-- JL 35489 UTILITY CONFLICT OVERVIEW (ALT 3) Page 40 of 92 EXISTING CONCRETECURB & GUTTER EXISTING CRUSHED AGGREGATE BASE COURSEEXISTING ASPHALTIC PAVEMENT 4.5'10' 3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH R/L 3' VARIESNORM. EXISTING CONCRETECURB & GUTTER EXISTING CRUSHED AGGREGATE BASE COURSEEXISTING ASPHALTIC PAVEMENT 4.5' 3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH R/L 3' LANDSCAPING WALL4-FT MAX HEIGHT10' 10' 3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH R/L3' 3' SPLIT RAIL FENCE 10' 3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH R/L3' 2.0 % PROPOSED TYPICAL SECTIONSTA 10+80 - 12+63 SOUTH PATH 3'4:16:1 6:16:14:14:1 4:16:1 6:14:1 6:12.5:1 MAX 2.0 % 4:16:14:16:1 4.0 % VARIESNORM. 2.0 %6:1 4.0 % 3:1 MAX 2.0 % RIVERWOOD DRIVE SSTA 40+00 - 43+00STA 45+75 - 47-50PEWAUKEE ROADSTA 32+00 - 34+75 PROPOSED TYPICAL SECTION RIVERWOOD DRIVE SSTA 43+00 - 45+75PEWAUKEE ROADSTA 11+00 - 22+00STA 26+05 - 32+00 PROPOSED TYPICAL SECTION PROPOSED TYPICAL SECTIONSTA 8+64 - 10+80 SOUTH PATH ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C2.03 - TYPICAL SECTIONS.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.TYPICAL SECTIONS (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C2.05 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:46 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 41 of 92 EXISTING CONCRETECURB & GUTTER EXISTING ASPHALTIC PAVEMENT 4.5'10'R/L 3' VARIESNORM. PROPOSED TYPICAL SECTIONSTA 45+75 - 47+50 RIVERWOOD DRIVE SSTA 77+23 - 88+39 RIVERWOOD DRIVE N (MIRRORED) 10' 3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH R/L3' PROPOSED TYPICAL SECTIONSTA 8+64 - 10+80 SOUTH PATH 3' SPLIT RAIL FENCE 10'R/L3' 2.0 %3' 10' 3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH R/L3' PROPOSED TYPICAL SECTIONSTA 4+00 - 5+30 SOUTH PATH 3' LANDSCAPING WALL4-FT MAX HEIGHT 4:16:1 6:16:14:14:1 4:16:1 6:14:1 6:12.5:1 MAX 6:16:1 6:16:1 2.0 % 4:16:14:16:1 4.0 % 2.0 % 2.0 % 3:1 MAX 3:1 MAX 3'LANDSCAPING WALL4-FT MAX HEIGHT6:13:1 MAX3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH STA 111+73 - 112+29 NORTH PATHSOUTH PATHSTA 0+00 - 4+00STA 5+30 - 8+64STA 10+80 - 12+63NORTH PATHSTA 100+00 - 112+52 PROPOSED TYPICAL SECTION 3' LANDSCAPING WALL4-FT MAX HEIGHT 6:13:1 MAXEXISTING CRUSHED AGGREGATE BASE COURSE3" ASPHALTIC SURFACE8" BASE AGGREGATE DENSE 1 1/4 -INCH RIVERWOOD DRIVE N (MIRRORED)STA 84+00 - 85+00 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C2.03 - TYPICAL SECTIONS.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.TYPICAL SECTIONS (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C2.06 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:46 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 42 of 92 870 880 890 900 910 870 880 890 900 910 -1+000+001+002+003+00 -3.65%-1.97% -1.50%0.00%1.50%4.50% 1.50% 4.93% -1.50% -2.44% -3.00% PI STA - 0+00.00ELEV - 895.69PI STA - 0+05.00ELEV - 895.76 PI STA - 0+38.87ELEV - 897.44 PI STA - 0+65.90ELEV - 898.65PI STA - 0+73.90ELEV - 898.77PI STA - 0+90.90ELEV - 898.77PI STA - 0+98.90ELEV - 898.65 PI STA - 1+25.90ELEV - 897.84PI STA - 1+35.40ELEV - 897.70PI STA - 1+45.20ELEV - 897.46PI STA - 1+54.42ELEV - 897.28PI STA - 1+59.90ELEV - 897.08 895.69 898.27 902.93 898.45 895.69 897.94 898.62 897.37 EXISTING GRADE PROPOSED GRADE UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO 4" 4" 18" 6" 6" 6"6" 19+00 20+00 19+00 20+00 0+000+250+50 0+75 1+00 1+251+501+60 MATCH EXISTINGSIDEWALK TO HOSPITALENTRANCE8'CYCLISTS TO WALKBIKES UP RAMP 8' LEVEL LANDING LEVEL LANDING PROHEALTH PARKING LOT(PARALLEL TO PEWAUKEE ROAD)1.5% 1.5%1.5%1.5% 1.5% 1.5% HANDRAIL LEVEL LANDING ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C3.01 - SWITCHBACK.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.SWITCHBACK DETAIL (PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C3.01 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:47 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope Intercepts HMA MULTI-USE PATHCONCRETE RAMP ISOMETRIC VIEW(NOT TO SCALE) Page 43 of 92 870 880 890 900 910 870 880 890 900 910 -1+000+001+002+003+00 -1.50%-3.00%-3.00%-1.50%0.00%-1.50% -2.00% -2.80%-1.50% PI STA - 0+00.00ELEV - 890.70PI STA - 0+08.00ELEV - 890.58PI STA - 0+16.60ELEV - 890.32PI STA - 0+39.00ELEV - 889.65PI STA - 0+47.00ELEV - 889.53PI STA - 0+65.00ELEV - 889.53PI STA - 0+73.00ELEV - 889.41 PI STA - 0+98.00ELEV - 888.71PI STA - 1+02.80ELEV - 888.64PI STA - 1+12.80ELEV - 888.44 891.36 889.88 890.70 889.53 888.68EXISTING GRADEPROPOSED GRADE 12"12" UFOUFOUFOUFOUFOUFOUFOUFOUFO GGGGGGGGGG UFO UFOUFOUFOUFOUFOUFOUFOUFOW W W W W W W W W W ST EEEEEEEEEEE 44+00 0+00 0+250+50 0+751+00 1+17 LEVEL LANDING PROHEALTH PARKING LOT(PARALLEL TO RIVERWOOD DRIVE) 1.5%1.5%1.5%1.5% 1.5% 1.5% HANDRAIL ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C3.01 - SWITCHBACK.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.SWITCHBACK DETAIL (RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C3.02 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:47 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope Intercepts REMOVAL OF 3 PARKINGSPACES. STRIP WITHMARKING CROSSWALKEPOXY BLOCK STYLE 24-INCHADD CURB RAMP ANDSIDEWALK TO MATCHEXISTING WALK RELOCATE SIGN 8' 8' CURB CUT & REMOVAL,ADD CURB RAMP Page 44 of 92 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C3.02 - DETAILS.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.DETAILSPEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C3.03 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUC PLOT DATE: 8/28/2025 6:47 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS CAP UNIT(DIMENSIONS VARYBY MANUFACTURER)BUTYL TAPE OR EPOXY TOPREVENT UPLIFTING OF CAPTOP OF WALL(UPPER PAY LIMIT) PRECAST BLOCK UNIT(DIMENSIONS VARY BYMANUFACTURER)FINISHED GRADE AT WALLPOINT REFERRED TO FORSTATION AND OFFSETEXPANSION JOINT FILLERHMA PATH BASE AGGREGATEDENSE 1-1/4"18" MIN. *4" TOPSOIL, FERTILIZER AND SODWALL BACKFILL, TYPE A COARSEAGGREGATE SIZE NO. 1 (INCIDENTAL)GEOTEXTILE FABRIC, TYPE DFSCHEDULE B (INCIDENTAL) EITHER A NON-CORROSIVE PINOR INTERLOCKING BLOCK(VARIES BY MANUFACTURER)6" MIN TYP.BOTTOM OF WALLLOWER PAY LIMIT/TOP OFLEVELING PAD * SET BACK VARIES BY MANUFACTURERMAXIMUM FRONT FACE SLOPE FROMVERTICAL IS 1 HORIZ. TO 8 VERT. TYPICAL CROSS SECTIONMODULAR CONCRETE UNITNOT TO SCALE 1' MIN GRANULAR BACKFILL GRADE 1RETAINED SOIL ** COMPACTION OF BACKFILL WITHIN 3 FEET OF THE BACK FACE OF THE WALL SHOULD BE ACCOMPLISHED USING LIGHTWEIGHT COMPACTION DEVICES BACKFILL LIFTS SHALL BE NO MORE THAN 8 INCHES IN DEPTH AFTER COMPACTION VARIES***** *** WITHIN 1 FOOT BEHIND THE BACK FACE OF THE WALL SHALL BE WALL BACKFILL TYPE A COMPACT WALL BACKFILL TYPE A WITH AT LEAST 3 PASSES BACKFILL COMPACTION LIMITS NOTE: THE COLOR AND SURFACETEXTURE OF THE BLOCK SHALL BE TANOR SANDSTONE WITH A SPLIT FACE Page 45 of 92 860 870 880 890 900 860 870 880 890 900 10+0011+0012+0013+0014+0015+0015+30 -0.57% 3.93% PI STA - 10+00.00ELEV - 876.84 VCL - 150.00'K - 351.24 VCL - 100.00'K - 22.24 876.84 876.19 875.96 876.37 876.19 875.83 877.50 879.26 881.14 883.15 885.08886.22 876.84 876.56 876.28 875.99 875.71 875.98 877.38 879.35 881.31 883.27 885.16 886.26 EXISTING GRADE 0.00% 3.67% 4.00% -0.50% 6.06%0.00% PI STA - 10+00.00ELEV - 880.50 PI STA - 11+00.00ELEV - 880.00 PI STA - 12+66.79ELEV - 880.00PI STA - 12+75.03ELEV - 880.50 PI STA - 13+00.00ELEV - 880.50 PI STA - 13+50.00ELEV - 882.50 PI STA - 15+00.00ELEV - 888.00 PC STA - 12+00.24ELEV - 875.71 PI STA - 12+50.24ELEV - 875.43 PT STA - 13+00.24ELEV - 877.39 LOW POINT STA - 12+12.83ELEV - 875.67 PC STA - 14+25.00ELEV - 882.29 PI STA - 15+00.00ELEV - 885.24 PROPOSED GRADE PROPOSED WALL SAN SAN E T ST SAN ST SAN ST ST E E E UFO UFO UFO UFO UFO UFO UFO E E E UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO G G G G G G G G G G G G G G E E E E UFO UFO UFO UFO UFO 18"18"15" 12"12" 12" G G G G G G SANSANSANSANSANST ST ST ST STST ST ST ST ST EE E W W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E WW WWW ST STSTSTSTST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN 10+00 11+00 12+00 13+00 14+00 15+00 R/W R/W TOWER DRIVE PEWAUKEE ROAD/STH 164 WISDOT SIGNALSWISDOT ELECTRIC WE ENERGIESGAS WE ENERGIESELECTRIC(APPROXIMATE) CITY OF PEWAUKEESANITARY SEWER CAUTION CITY OF PEWAUKEEWATER AT&TFIBER OPTIC GAP LANDSCAPING WALL FOREXISTING UTILITY CABINET ACCESS. GRADE TO MATCH AT&TFIBER OPTICP.L.E.T.L.E. T.L.E.P.L.E. PROTECT HOLIDAY INN SIGN. BRINGBLOCK WALL TO MATCH FRONT OF SIGN. RELOCATE SIGNAL CABINET.COORDINATION WITH WISDOT REQUIRED. MATCH LINE STA. 15+30 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.01 - PLAN & PROFILE (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.01 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:47 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 46 of 92 870 880 890 900 910 870 880 890 900 910 15+3016+0017+0018+0019+0020+0020+60 1.33% 3.50% VCL - 150.00'K - 74.05 VCL - 150.00'K - 69.04 VCL - 150.00'K - 351.24886.22886.99 888.84 890.63 892.06 893.41 894.58 895.56 896.35 897.00 897.48 897.80897.89 886.26886.98 888.75 890.50 892.20 893.59 894.62 895.33 896.00 896.66 897.33 897.93898.02 EXISTING GRADE 3.50% 1.50% 2.00%0.00%0.00% PI STA - 17+75.04ELEV - 897.63 PI STA - 19+00.00ELEV - 899.50 PI STA - 19+75.00ELEV - 901.00PI STA - 19+76.79ELEV - 897.50PI STA - 19+98.28ELEV - 897.50PI STA - 20+00.00ELEV - 901.00 PI STA - 20+50.00ELEV - 901.00 PC STA - 20+21.01ELEV - 897.61 PC STA - 16+75.00ELEV - 891.37 PI STA - 17+50.00ELEV - 894.00 PT STA - 18+25.00ELEV - 895.00 PT STA - 15+75.00ELEV - 887.87PROPOSED GRADE PROPOSED WALL MHT T MH SAN SANMH MH SAN MH E UFOUFOUFO UFOUFO UFO UFO UFO UFOUFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO TV TV E E E E E E E E E E E E E E E E E E EEE EEE 4" 4"4" 4" 18" 4"4"4" 12" 15" 10" 18" 6"6"6" 6"6" EEEEEEEEE E E E E E E E E E E E E E E E E E E EEEE 15+00 16+00 17+00 18+00 19+00 20+00 SEE CONSTRUCTIONDETAIL SHEET C3.01 R/W P.L. R/W PEWAUKEE ROAD/STH 164 WE ENERGIESELECTRIC AT&TFIBER OPTIC WE ENERGIESELECTRIC AT&TFIBER OPTIC RELOCATE SIGNAGE ALONGPEWAUKEE ROAD. COORDINATIONWITH WISDOT REQUIRED P.L.E. P.L.E. PROTECT PROHEALTH CARE SIGN.REMOVE LANDSCAPING STONE ,CONSTRUCT BLOCK WALL AS SHOWN MATCH LINE STA. 15+30 MATCH LINE STA. 20+60 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.01 - PLAN & PROFILE (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.02 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:48 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 47 of 92 870880890900910 870880890900910 20+6021+0022+0023+0024+0025+0025+90 0.15% -1.12% -0.70% -4.09% PI STA - 24+61.04ELEV - 894.99VCL - 100.00'K - 477.06 VCL - 150.00'K - 74.05VCL - 50.00'K - 14.73 VCL - 50.00'K - 11.79 897.89897.99897.92897.79897.52896.30 894.97895.01894.54893.83893.30 898.02898.24898.20897.88897.53896.28894.88894.90894.98894.56893.97893.47 EXISTING GRADE -1.00% PI STA - 22+00.00ELEV - 899.50 PC STA - 23+11.16ELEV - 895.82PI STA - 23+36.16ELEV - 894.80PT STA - 23+61.16ELEV - 894.84LOW POINT STA - 23+59.36ELEV - 894.84 PC STA - 22+48.35ELEV - 897.54 PC STA - 25+00.00ELEV - 894.56 PI STA - 25+50.00ELEV - 894.00 PI STA - 20+96.01ELEV - 898.60 PI STA - 22+73.35ELEV - 897.37 PT STA - 21+71.01ELEV - 898.08 PT STA - 22+98.35ELEV - 896.35 HIGH POINT STA - 21+19.53ELEV - 898.26 PROPOSED GRADE PROPOSED WALL T T MH MHT SANMH MH AC EMH TT SAN MH UFOUFOUFOUFOUFO EEEE UFOUFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO TVTVTVTVTVTVTVTVTVTVTVTV UFOUFOUFOUFO UFOUFOUFOUFOUFO E EEEEEEEEE EEEE UFOUFO EEE 3" 12" 12"12"24"12"18"4"4" 18" 8" 3" 3" 6" UFOUFOUFOUFOUFOUFOUFOUFOUFO GGGGGGGGGGGGGG GG GGGGGGGG WWWWWWW TVTVTVTVTVTVTVTVTVTV UFOUFOUFOUFO 21+00 22+00 23+00 24+00 25+00 26+00 R/W R/W R/W RIVERWOOD DRIVE PEWAUKEE ROAD/STH 164 WISDOTSIGNALS WE ENERGIESELECTRICAT&TFIBER OPTIC VERIZONFIBER OPTICTCG MILWAUKEECOMMUNICATION CONDUIT(APPROXIMATE) AT&TFIBER OPTIC WE ENERGIESGAS(APPROXIMATE)CAUTIONCITY OF PEWAUKEEWATER AT&TFIBER OPTIC MARKING CROSSWALK EPOXYTRANSVERSE LINE 6-INCH P.L.E.T.L.E. T.L.E. T.L.E.P.L.E. P.L.E. MATCH LINE STA. 20+60 MATCH LINE STA. 25+90 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.01 - PLAN & PROFILE (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY:C6.03PROJECT NO:DRAWN BY:LCCHECKED BY:-APPROVED BY:-JL35489 N0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 9:19 AM engineers surveyors planners2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable WarningLEGENDPedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 48 of 92 870 880 890 900 910 870 880 890 900 910 25+9026+0027+0028+0029+0030+0031+0031+20 -1.33% PI STA - 30+50.00ELEV - 887.37 VCL - 100.00'K - 477.06893.30893.16 892.47 891.87 891.19 890.52 889.94 889.28 888.51 887.89 887.41 886.95886.80 893.47893.34 892.67 892.01 891.35 890.69 890.02 889.36 888.70 888.04 887.37 887.07886.95 EXISTING GRADE 2.22% -1.00% -1.38% -0.83% -2.68% -0.53% PI STA - 26+50.04ELEV - 895.50 PI STA - 26+75.04ELEV - 895.25 PI STA - 28+50.04ELEV - 892.83 PI STA - 29+50.04ELEV - 892.00 PI STA - 30+24.71ELEV - 890.00 PI STA - 31+00.04ELEV - 889.60 2.22% -1.00% -1.38% -0.83% -2.68% -0.53% PI STA - 26+05.04ELEV - 894.50 PI STA - 26+50.04ELEV - 895.50 PI STA - 26+75.04ELEV - 895.25 PI STA - 28+50.04ELEV - 892.83 PI STA - 29+50.04ELEV - 892.00 PI STA - 30+24.71ELEV - 890.00 PI STA - 31+00.04ELEV - 889.60 PT STA - 26+00.00ELEV - 893.34 PROPOSED GRADE PROPOSED WALL MH MH MH AC AC MH MH MH MH UFOUFOUFOUFOUFOUFO UFO UFO UFO UFO UFO UFO W W W W W W W W W W UFOUFO UFO UFOUFO UFO UFOUFO UFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFO UFOUFO UFO UFO UFOUFOUFO UFO UFO G G G G G UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFO UFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO G G G G G G EEEE 12" 15"15" 12" 8"8" 12" 15" 18" 15" 18" 12" 18" UFOUFOUFOUFO G G G G G G G G G G G G G G G G G G G G G G G E 26+00 27+00 28+0029+00 30+00 31+00 R/W P.L. R/W PEWAUKEE ROAD/STH 164 MIDWEST FIBERFIBER OPTICWE ENERGIESELECTRIC AT&TFIBER OPTIC WE ENERGIESGASCAUTION P.L.E. MATCH LINE STA. 25+90 MATCH LINE STA. 31+20 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.01 - PLAN & PROFILE (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.04 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:48 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 49 of 92 860 870 880 890 900 860 870 880 890 900 31+2032+0033+0034+0035+0035+65 -0.60% -0.13% -4.39%PI STA - 34+79.62ELEV - 884.78 VCL - 40.00'K - 9.40 VCL - 100.00'K - 215.01 886.80886.60 886.44 886.18 885.99 885.91 885.87 885.77 885.08 885.16885.31 886.95 886.78 886.48 886.23 886.11 886.04 885.98 885.77 EXISTING GRADE 0.00% -1.60% PI STA - 32+00.04ELEV - 888.00 0.00% -1.60%PI STA - 32+04.66ELEV - 888.00PI STA - 32+00.04ELEV - 888.00PC STA - 32+00.04ELEV - 886.48 PI STA - 32+50.04ELEV - 886.18 PT STA - 33+00.04ELEV - 886.11 PC STA - 34+34.01ELEV - 885.93PI STA - 34+54.01ELEV - 885.90PT STA - 34+74.01ELEV - 885.03 PROPOSED GRADEPROPOSED WALL MH MH MH MH T UFOUFOUFOUFOUFOUFO UFO UFO UFO UFO TVTV TVTVTVTVTVTVTVTVTVTVTVTVUFOUFOUFOUFOUFOUFO W W W W W W W W W W W W W W W W W W W W W UFOUFOUFOUFOUFOUFOUFOUFOUFOUFO UFOUFO UFO UFO UFO UFO UFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUFO W W W W W W W W W W W W W W UFOUFOUFOUFOUFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFOUFO UFO UFO UFOUFO UFOUFOUFOUFO UFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO TVTVTVTVTV TVTVTVTVTVTVTVTVTV G G G G G G G G G G G G G G G G G G G G G G G G GGGGGGGGG G 18"18" 15" 3" 12"6" 12"12" 18" 12" 15" 31+00 32+00 33+00 34+00 35+00 35+65 R/W R/W RIVERWOOD DRIVE PEWAUKEE ROAD/STH 164 AT&TFIBER OPTIC WE ENERGIESGASCAUTIONWE ENERGIESGASCAUTION AT&TFIBER OPTIC CITY OF PEWAUKEEWATERMIDWEST FIBERFIBER OPTIC P.L.E. T.L.E. MATCH LINE STA. 31+20 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.01 - PLAN & PROFILE (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.05 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:48 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 50 of 92 870880890900910 870880890900910 40+0041+0042+0043+0044+0045+0045+30 896.01894.58893.59892.87891.96891.26890.50889.70888.91888.00887.28886.72 896.01894.58893.52892.86891.91890.91890.50889.76888.88888.00887.26886.70 EXISTING GRADE-1.58% 1.56% -12.62% -1.74%0.00%0.00% PI STA - 42+90.00ELEV - 894.50PI STA - 42+91.54ELEV - 894.48 PI STA - 43+74.98ELEV - 893.16 PI STA - 45+00.00ELEV - 890.50 PI STA - 44+00.00ELEV - 890.00PI STA - 44+33.00ELEV - 888.21PI STA - 44+23.00ELEV - 890.00PI STA - 44+25.00ELEV - 888.35PI STA - 44+35.00ELEV - 890.00PI STA - 44+67.85ELEV - 890.00 -2.93% -2.11% -1.14% -2.01% -1.59% -1.02% -1.88% -1.56% -1.40% -5.93%-0.79%-0.86% -1.21% -3.17%-2.14% PI STA - 40+00.00ELEV - 896.01 PI STA - 40+45.22ELEV - 894.68 PI STA - 41+06.83ELEV - 893.38PI STA - 41+47.11ELEV - 892.92PI STA - 41+86.97ELEV - 892.12PI STA - 42+27.48ELEV - 891.48 PI STA - 44+73.28ELEV - 887.76 PI STA - 43+29.57ELEV - 890.04 PI STA - 43+88.92ELEV - 889.21 PI STA - 42+35.13ELEV - 891.02 PI STA - 42+88.03ELEV - 890.61PI STA - 43+00.00ELEV - 890.50 PI STA - 44+50.54ELEV - 887.99 PI STA - 43+97.98ELEV - 888.92PI STA - 44+29.57ELEV - 888.25 -2.93% -2.11% -1.14% -2.01% -1.59% -1.02% -1.88% -1.56% -1.40% -5.93%-0.79%-0.86% -1.21% -3.17%-2.14%PROPOSED GRADEPROPOSED WALL MHSANSAN MH MH SAN TT SAN EEEE UFOUFOUFOUFOUFOUFO TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV UFOUFOUFOUFOUFO TVTVTVTVTV UFO E EEEEEUFOUFO 12"12" 3" 3"3" 3" 12" 3" 3"3" 18" 3" 3"8"18"18" UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFO UFOUFOUFOUFOGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOWWWWW WWWWW WWWWWWWWWWWWWWWWWWW WWW WWWWW W SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSAN STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTST TVTVTVTVTVTV TVTV UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO UFOUFOUFO EEEEEEEEEEEEEEEEEEEEEEEEE 40+00 41+00 42+00 43+00 44+00 45+00 R/W R/W P.L. RIVERWOOD DRIVE PEWAUKEE ROAD/STH 164 WISDOTSIGNALSWE ENERGIESELECTRIC WE ENERGIESGAS((APPROXIMATE)) AT&TFIBER OPTICAT&TFIBER OPTIC VERIZONFIBER OPTIC AT&TFIBER OPTIC((APPROXIMATE)) TCG MILWAUKEECOMMUNICATION CONDUIT VERIZONFIBER OPTIC(APPROXIMATE) WE ENERGIESELECTRIC(APPROXIMATE) MIDWEST FIBERFIBER OPTIC(APPROXIMATE) CITY OF PEWAUKEEWATERCITY OF PEWAUKEESANITARY SEWER CITY OF PEWAUKEEWATERCITY OF PEWAUKEESANITARY SEWER CAUTION SEE CONSTRUCTIONDETAIL SHEET C3.02 P.L.E.T.L.E. T.L.E. P.L.E. MATCH LINE STA. 45+30 PROTECT PROHEALTH CARE SIGN. ADJUSTLANDSCAPING STONE , CONNECT TO BLOCK WALL ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.02 - PLAN & PROFILE (ALT 1)-RIVERWOOD.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY:C6.06PROJECT NO:DRAWN BY:LCCHECKED BY:-APPROVED BY:-JL35489 N0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 9:22 AM engineers surveyors planners2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable WarningLEGENDPedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 51 of 92 870 880 890 900 910 870 880 890 900 910 45+3046+0047+0048+00 886.72886.37 885.34 884.64 883.67 883.07 882.20 886.70886.34 885.17 884.63 883.95 883.07 EXISTING GRADE-1.53% -1.35% -1.74% -6.80% -1.67% 0.60% PI STA - 45+44.23ELEV - 886.43 PI STA - 45+75.05ELEV - 885.96 PI STA - 46+96.87ELEV - 884.00 PI STA - 47+50.00ELEV - 883.07 PI STA - 45+82.37ELEV - 885.46 PI STA - 46+27.95ELEV - 884.70PI STA - 46+39.85ELEV - 884.77 -1.53% -1.35% -1.74% -6.80% -1.67% 0.60% -3.33% PI STA - 45+75.00ELEV - 888.00 PROPOSED GRADE PROPOSED WALL SAN T MH SANSAN TV TV TV TV TV TV TV TV TVTV TV TVTV TV TV TV TVTV TVTV TV TV TV TV TV TV TV TV TV TV 12"12" 6"12" 6" 12" 12" 12" 6" 15" 3" 3" 8" 18"18" 18" 24" 15" 15" 12" 10"12"15" UFO UFOUFOUFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO G G G G G G G G G G G G G G G G G G G G G G G G G GGGGG UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO W W W W W W WW W W W W W W W W W W W W W W W W W W WW SAN SAN SAN SAN SAN SAN SAN SANSANSANSAN SAN SAN SANSANSANSAN SAN SAN SANSANSANSANSAN SANSANSANSANSANSAN ST ST ST ST ST STSTST ST ST ST ST ST STSTSTSTSTST STSTSTST ST ST ST ST ST UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G GGGGG X 44+00 45+00 46+00 47+00 48+00 49+00 R/WR/W P.L. P.L. RIVERWOOD DRIVE MIDWEST FIBERFIBER OPTIC(APPROXIMATE) AT&TFIBER OPTIC((APPROXIMATE)) MIDWEST FIBERFIBER OPTIC(APPROXIMATE) VERIZONFIBER OPTIC(APPROXIMATE) WE ENERGIESGAS(APPROXIMATE) MIDWEST FIBERFIBER OPTIC(APPROXIMATE) CITY OF PEWAUKEEWATER CITY OF PEWAUKEESANITARY SEWER CITY OF PEWAUKEEWATERCITY OF PEWAUKEESANITARY SEWERTCG MILWAUKEECOMMUNICATION CONDUIT WE ENERGIESELECTRIC(APPROXIMATE)CAUTION SEE CONSTRUCTIONDETAIL SHEET C3.02 EXISTING ASPHALT TO BE REMOVED(PAID FOR AS EXCAVATION COMMON) EXTEND PIPE. ADJUST APRONENDWALL, OUTFALL ELEV.879.26 T.L.E. P.L.E. P.L.E. P.L.E. P.L.E. T.L.E. T.L.E. MATCH LINE STA. 45+30 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.02 - PLAN & PROFILE (ALT 1)-RIVERWOOD.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.07 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:49 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 52 of 92 860 870 880 890 900 860 870 880 890 900 10+5011+0012+0012+65 PT STA - 10+59.50ELEV - 884.28PC STA - 10+66.35ELEV - 884.34 PC STA - 11+26.35ELEV - 884.83 PI STA - 10+91.35ELEV - 884.58 PI STA - 11+51.35ELEV - 885.00 PT STA - 11+16.35ELEV - 884.76 PT STA - 11+76.35ELEV - 884.49 HIGH POINT STA - 11+39.19ELEV - 884.87 -2.02% 0.70% 0.95% PI STA - 12+59.42ELEV - 882.81 VCL - 50.00'K - 199.59VCL - 50.00'K - 18.36 VCL - 50.00'K - 19.47883.20 883.38 883.71 883.08 883.02 884.21 884.63 884.84 884.02 883.00 EXISTING GRADEPROPOSED GRADE MH TVTVTVTVTVTVTVTVTVTVTV ////// ///////////////////////////// //// / //////////// //// //// ST 3" 3"3" 3"3" 3"3"3" 6"4" 6" 6" 6" 12"6" 12" 12" 12"6" 24"15"15" 12" 10"12"15"24" 6"UFO UFO UFO UFO UFO UFO UFO UFO GGGGGGGGGG G G G G G G G G G G UFOUFOUFOUFOUFOUFOUFOUFOUFO W W W W W W W W W W W W W W W W W W W W W W W W W W SANSANSANSANSANSANSANSANSAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST UFOUFOUFOUFOUFOUFOUFOUFOUFO EEEEEEEEEE G G G G G G G G G G G G G G G G G G G GG G G G X X X X XX 9+00 10+00 11+00 12+00 12+59 MIDWEST FIBERFIBER OPTIC(APPROXIMATE) WE ENERGIESELECTRIC(APPROXIMATE) WE ENERGIESGAS(APPROXIMATE)CAUTION CITY OF PEWAUKEEWATER(APPROXIMATE) CITY OF PEWAUKEESANITARY SEWER MIDWEST FIBERFIBER OPTIC(APPROXIMATE) TCG MILWAUKEECOMMUNICATION CONDUITVERIZONFIBER OPTIC RIVERWOOD DRIVE EXISTING ASPHALT TO BE REMOVED(PAID AS EXCAVATION COMMON) SPLIT RAIL FENCEFOR STEEP SLOPES R/W R/WP.L.E.T.L.E. P.L.E. P.L.E. T.L.E. T.L.E. ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.03 - PLAN & PROFILE (ALT 1)-INTERIOR PATH.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 1)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.08 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:49 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 53 of 92 860 870 880 890 900 860 870 880 890 900 0+001+002+003+004+005+005+30 PC STA - 2+21.73ELEV - 887.27 PI STA - 3+21.73ELEV - 892.14 PT STA - 4+21.73ELEV - 889.30 HIGH POINT STA - 3+48.12ELEV - 890.34 -4.17% -2.84% 8.33%1.50%8.33%1.50% 4.87% PI STA - 0+02.32ELEV - 874.85 PI STA - 4+94.72ELEV - 887.23 PI STA - 0+32.21ELEV - 877.34PI STA - 0+37.21ELEV - 877.41 PI STA - 0+67.31ELEV - 879.92PI STA - 0+72.31ELEV - 879.99 VCL - 200.00'K - 25.96 874.91 879.59 882.58 885.22 889.21 890.29 891.61 893.19 896.13 897.40 888.68885.93 878.48 881.34 883.78 886.21 888.49 889.90 890.34 889.83 888.50 887.01 885.76 -2.88% -8.79% PI STA - 3+94.63ELEV - 894.00 PI STA - 4+81.38ELEV - 891.50 -2.88% -8.79% PI STA - 3+94.63ELEV - 894.00 PI STA - 4+81.38ELEV - 891.50 EXISTING GRADE PROPOSED GRADEPROPOSED WALL MH TV TVTVTVTVTVTVTVTV EE ST 6" 8"6" 10"8"18" 48" E E E E E E E E E E E E E E E E E E E EEEEEEE EEE EE WWWW W W W W WW W W W W WW W W W W W W W W STSTSTSTST ST STST ST ST ST ST ST ST ST ST ST ST X 0+00 1+00 2+00 3+00 4+00 5+00 6+00 TOWER DRIVE WE ENERGIESELECTRIC(APPROXIMATE) AT&TFIBER OPTIC CITY OF PEWAUKEEWATER CITY OF PEWAUKEEWATER R/W P.L.E.P.L.E. T.L.E. T.L.E. T.L.E. P.L.E.P.L.E. MATCH LINE STA. 5+25 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.04 - PLAN & PROFILE (ALT 3)-SOUTH PATH.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.09 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:50 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 54 of 92 860 870 880 890 900 860 870 880 890 900 5+306+007+008+009+0010+0010+60 PC STA - 6+59.64ELEV - 884.65 PC STA - 8+37.48ELEV - 882.82 PC STA - 10+09.50ELEV - 884.44 PI STA - 6+84.64ELEV - 883.54 PI STA - 8+62.48ELEV - 882.29 PI STA - 10+34.50ELEV - 884.04 PT STA - 7+09.64ELEV - 884.05 PT STA - 8+87.48ELEV - 883.39 PT STA - 10+59.50ELEV - 884.28 LOW POINT STA - 6+93.82ELEV - 883.89 LOW POINT STA - 8+53.78ELEV - 882.65 LOW POINT STA - 10+41.00ELEV - 884.19 PC STA - 7+20.46ELEV - 884.27 PC STA - 9+12.64ELEV - 884.50 PI STA - 7+45.46ELEV - 884.79 PI STA - 9+37.64ELEV - 885.61 PT STA - 7+70.46ELEV - 884.25 PT STA - 9+62.64ELEV - 885.20HIGH POINT STA - 9+49.23ELEV - 885.31 HIGH POINT STA - 7+44.99ELEV - 884.53 4.41% -2.13% -1.62% 2.05% 0.87% -4.44%PI STA - 6+18.84ELEV - 886.46 PI STA - 5+31.41ELEV - 885.70 VCL - 50.00'K - 8.29 VCL - 50.00'K - 11.94 VCL - 50.00'K - 7.64VCL - 50.00'K - 19.47 VCL - 50.00'K - 7.70 885.93885.71 885.83 885.19 883.17 883.91 883.34 882.29 883.46 884.36 884.21 883.20883.12 885.76885.86 886.29 885.07 883.91 884.51 883.62 882.66 883.95 885.31 884.60 884.21884.28 PI STA - 5+32.60ELEV - 887.00PI STA - 5+32.60ELEV - 887.00 EXISTING GRADEPROPOSED GRADEPROPOSED WALL MH MH ///////////////////////////// //// / //////////// //// //// ST ST 48" 6"6" 6"6"6" 6" 8"8"8"12"8" 12" 3"3" 3"3" 3"3" 3"3"3" 6"4" 6" W W W W W W W W W W W W W W W W E E E E E E E E E E E E E E E E G G G G G G G G G G G G G X X X X X X X X X X )) 5+00 6+00 7+00 8+00 9+00 10+00 11+00 WE ENERGIESELECTRIC(APPROXIMATE) CITY OF PEWAUKEEWATER(APPROXIMATE) REMOVE AND REPLACE 14"X23" ELLIPTICALCORUGATED METAL CULVERT PIPEOUTFALL ELEV 882.69INVERT ELEV. 881.49 ADJUST APRON ENDWALL,REATTACH TO CULVERT PIPEOUTFALL ELEV. 880.52 EXISTING ASPHALT TO BE REMOVED(PAID AS EXCAVATION COMMON) SPLIT RAIL FENCEFOR STEEP SLOPES SPLIT RAIL FENCEFOR STEEP SLOPES WE ENERGIESGAS(APPROXIMATE)CAUTION T.L.E. T.L.E. T.L.E. T.L.E. T.L.E.P.L.E. P.L.E. P.L.E. P.L.E. P.L.E. T.L.E. MATCH LINE STA. 5+25 MATCH LINE STA. 10+55 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.04 - PLAN & PROFILE (ALT 3)-SOUTH PATH.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.10 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:50 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 55 of 92 860 870 880 890 900 860 870 880 890 900 10+6011+0012+0012+65 PC STA - 10+66.35ELEV - 884.34 PC STA - 11+26.35ELEV - 884.83 PI STA - 10+91.35ELEV - 884.58 PI STA - 11+51.35ELEV - 885.00 PT STA - 11+16.35ELEV - 884.76 PT STA - 11+76.35ELEV - 884.49 HIGH POINT STA - 11+39.19ELEV - 884.87 -2.02% 0.70% 0.95% PI STA - 12+59.42ELEV - 882.81 VCL - 50.00'K - 199.59VCL - 50.00'K - 18.36 883.12 883.38 883.71 883.08 883.02 884.28 884.63 884.84 884.02 883.00 EXISTING GRADEPROPOSED GRADE MH TVTVTVTVTVTVTVTVTVTVTV //////// ///////////////////////////// //// / //////////// //// //// ST 3" 3"3" 3"3" 3"3"3" 6"4" 6" 6" 6" 12"6" 12" 12" 12"6" 24"15"15" 12" 10"12"15"24" 6"UFO UFO UFO UFO UFO UFO UFO UFO GGGGGGGGGG G G G G G G G G G G UFOUFOUFOUFOUFOUFOUFOUFOUFO W W W W W W W W W W W W W W W W W W W W W W W W W W SANSANSANSANSANSANSANSANSANSAN ST ST ST ST ST ST ST ST ST ST ST ST ST UFOUFOUFOUFOUFOUFOUFOUFOUFO EEEEEEEEEE G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X 9+00 10+00 11+00 12+00 12+59 RIVERWOOD DRIVE WE ENERGIESELECTRIC(APPROXIMATE) WE ENERGIESGAS(APPROXIMATE)CAUTION CITY OF PEWAUKEEWATER(APPROXIMATE) MIDWEST FIBERFIBER OPTIC(APPROXIMATE) CITY OF PEWAUKEEWATER(APPROXIMATE) CITY OF PEWAUKEESANITARY SEWER MIDWEST FIBERFIBER OPTIC(APPROXIMATE) TCG MILWAUKEECOMMUNICATION CONDUITVERIZONFIBER OPTIC ADJUST APRON ENDWALL,REATTACH TO CULVERT PIPEOUTFALL ELEV. 880.52 EXTEND PIPE. ADJUST APRONENDWALL, OUTFALL ELEV.879.26 EXISTING ASPHALT TO BE REMOVED(PAID AS EXCAVATION COMMON) EXISTING ASPHALT TO BE REMOVED(PAID AS EXCAVATION COMMON) SPLIT RAIL FENCEFOR STEEP SLOPES SPLIT RAIL FENCEFOR STEEP SLOPESMARKING CROSSWALK EPOXYTRANSVERSE LINE 6-INCH WE ENERGIESGAS(APPROXIMATE)CAUTION T.L.E. P.L.E. P.L.E. P.L.E.P.L.E. T.L.E.T.L.E. T.L.E. T.L.E.P.L.E.P.L.E. T.L.E. R/W R/W MATCH LINE STA. 10+55 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.04 - PLAN & PROFILE (ALT 3)-SOUTH PATH.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.11 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:50 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 56 of 92 860 870 880 890 900 860 870 880 890 900 100+00101+00102+00103+00104+00105+00105+30 PC STA - 100+69.75ELEV - 880.25 PI STA - 101+19.75ELEV - 878.40 PT STA - 101+69.75ELEV - 878.70LOW POINT STA - 101+55.61ELEV - 878.66 PC STA - 104+63.88ELEV - 880.49 PI STA - 105+13.88ELEV - 880.80 HIGH POINT STA - 104+86.74ELEV - 880.56 -3.70% 0.61% PI STA - 100+00.00ELEV - 882.83 VCL - 100.00'K - 37.51 VCL - 100.00'K - 23.20 882.95 880.57 879.32 879.43 879.69 879.52 879.51 879.36 879.30 879.54 880.14879.93 882.83 880.98 879.32 878.66 878.89 879.19 879.50 879.80 880.10 880.41 880.54 880.31 EXISTING GRADEPROPOSED GRADE TVTVTVTVTVTVTVTVTVTVTV ///////////////////////////////////////////////////////////////////////// 12"6" 24"15"15" 12" 10"12"15"24" 6" 8" 12" 10" 4"8"8" 15" 6" UFO UFO UFO UFO UFO UFO UFO GGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G UFOUFOUFOUFOUFOUFOUFOUFOUFO W W W W W W W W W SANSANSANSANSANSANSANSANSAN ST ST ST ST ST ST ST ST ST ST UFOUFOUFOUFOUFOUFOUFOUFOUFO EEEEEEE E GGGG X 100+00 101+00 102+00 103+00 104+00 105+00 RIVERWOOD DRIVEMIDWEST FIBERFIBER OPTIC(APPROXIMATE) WE ENERGIESGAS(APPROXIMATE) CITY OF PEWAUKEEWATERCITY OF PEWAUKEESANITARY SEWER TCG MILWAUKEECOMMUNICATION CONDUIT WE ENERGIESELECTRIC(APPROXIMATE) CAUTION EXISTING ASPHALT TO BE REMOVED(PAID AS EXCAVATION COMMON) VERIZONFIBER OPTIC(APPROXIMATE) ADJUST APRON ENDWALL,REATTACH TO CULVERT PIPEOUTFALL ELEV. 876.00 P.L. MATCH LINE STA. 105+30 P.L.E. P.L.E.T.L.E. T.L.E. T.L.E.P.L.E. P.L. ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.05 - PLAN & PROFILE (ALT 3)-NORTH PATH.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.12 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:50 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 57 of 92 850 860 870 880 890 850 860 870 880 890 105+30106+00107+00108+00109+00110+00110+60 PC STA - 106+48.59ELEV - 878.03 PC STA - 109+20.90ELEV - 871.88 PC STA - 110+58.99ELEV - 868.74 PI STA - 106+98.59ELEV - 877.00 PI STA - 109+70.90ELEV - 869.51 PT STA - 107+48.59ELEV - 877.33 PT STA - 110+20.90ELEV - 869.07 LOW POINT STA - 107+24.11ELEV - 877.25 PC STA - 107+48.62ELEV - 877.33 PI STA - 107+98.62ELEV - 877.67 PT STA - 105+63.88ELEV - 879.77 PT STA - 108+48.62ELEV - 875.30 HIGH POINT STA - 107+60.96ELEV - 877.37 -2.06% 0.67% -4.74% -0.87% VCL - 100.00'K - 18.51 VCL - 100.00'K - 37.51 VCL - 100.00'K - 36.72 VCL - 100.00'K - 25.88VCL - 100.00'K - 18.67 879.93879.58 878.96 877.86 877.72 877.97 877.21 875.41 873.18 870.52 868.86 868.73868.82 880.31880.03 879.03 878.00 877.33 877.34 876.96 875.23 872.87 870.66 869.34 868.82868.73 EXISTING GRADEPROPOSED GRADE //////////// ////////////////////////////////////////////////////////////////////////////// TVTVTV TV TV TV TV TV TV TV TV TV TV 4"8"8" 15" 6" 12" 12" 15" 12" 10" 10" 15" 8" 6" 6"6"6" UFO UFO UFO UFO UFOUFOUFOUFOUFOUFOUFOUFO UFO UFO UFO UFO UFO UFO E E E E E E E E E E E E E E E E E EEEEE X X X 105+00 106+00 107+00 108+00 109+00 110+00 111+00 MIDWEST FIBERFIBER OPTIC(APPROXIMATE) WE ENERGIESELECTRIC(APPROXIMATE) P.L.E.P.L.E.T.L.E. P.L. P.L. P.L.E.P.L.E.T.L.E. MATCH LINE STA. 105+30 MATCH LINE STA. 110+60 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.05 - PLAN & PROFILE (ALT 3)-NORTH PATH.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.13 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:51 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 58 of 92 850 860 870 880 890 850 860 870 880 890 110+60111+00112+00112+52 PI STA - 111+08.99ELEV - 868.30 PT STA - 111+58.99ELEV - 870.54 LOW POINT STA - 110+75.27ELEV - 868.67 PC STA - 111+88.73ELEV - 871.88 PI STA - 112+13.73ELEV - 873.00 PT STA - 112+38.73ELEV - 872.90HIGH POINT STA - 112+34.78ELEV - 872.91 4.48% -0.38%PI STA - 112+48.59ELEV - 872.87 VCL - 50.00'K - 10.27 VCL - 100.00'K - 18.67 868.82 868.15 869.16 872.46 872.83872.62 868.82 868.15 869.16 872.46 872.83872.62 EXISTING GRADEPROPOSED GRADE SAN SAN UFOUFO TVTVTVTV UFO UFO UFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFO W W W W W W W W W W WG G G G TV TVTVTVTV TVTVTVTV UFOUFOUFOUFOUFOUFOUFOUFOUFOUFO UFO UFOUFO W //////////////////////////////////////////////////// TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV 12" 12" 18"10"24" 10" 15" 8" 6" 6"6" 6" G G G G G G G G G ST ST ST STSTSTSTSTSTST SANSANSANSANSANSANSAN SAN 109+00 110+00 111+00 112+00 112+52RIVERWOOD DRIVECITY OF PEWAUKEESANITARY SEWER WE ENERGIESGAS AT&TCOMMUNICATIONS WE ENERGIESGAS(APPROXIMATE)CAUTIONCAUTION CITY OF PEWAUKEEWATER P.L.E.P.L.E. T.L.E.T.L.E. P.L.E.P.L.E. R/W R/W P.L. P.L. P.L.E. P.L.E. T.L.E. MATCH LINE STA. 110+60 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.05 - PLAN & PROFILE (ALT 3)-NORTH PATH.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.14 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:51 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 59 of 92 860870880890900 860870880890900 44+0045+0046+0047+0048+00 888.91888.00887.28886.37885.34884.64883.67883.07882.20 888.91888.00887.28886.37885.34884.64883.67883.07882.20 -1.02% -1.88% -1.53% -1.35% -1.74% -1.21%-2.14% -6.80%-1.67%0.60% -1.02% -1.88% -1.53% -1.35% -1.74% -1.21%-2.14% -6.80%-1.67%0.60% PI STA - 44+73.28ELEV - 887.76 PI STA - 45+44.23ELEV - 886.43PI STA - 45+75.05ELEV - 885.96 PI STA - 46+96.87ELEV - 884.00 PI STA - 47+50.00ELEV - 883.07 PI STA - 44+50.54ELEV - 887.99PI STA - 44+29.57ELEV - 888.25 PI STA - 45+82.37ELEV - 885.46 PI STA - 46+27.95ELEV - 884.70PI STA - 46+39.85ELEV - 884.77 -3.33% 1.56%0.00%PI STA - 44+33.00ELEV - 888.21PI STA - 44+35.00ELEV - 890.00PI STA - 44+67.85ELEV - 890.00PI STA - 45+00.00ELEV - 890.50 PI STA - 45+75.00ELEV - 888.00EXISTING GRADEPROPOSED GRADEPROPOSED WALL T MHSANSAN MH TVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTVTV 12"12" 6"12"6"12" 12" 12"6" 3" 15" 18" 3" 3"8"18"18" 18" 24"15"15" 12" 10"12"15" UFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO GGGGGGGGGGGGGGGGGGGGGGGGGGGG GGGGG UFOUFOUFOUFO UFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO WWWWW WWW WWW WWW WWWWW WWW WWWWWWW WWW SANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSAN STSTSTSTSTSTSTSTSTSTST STSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTSTSTST UFOUFOUFOUFOUFOUFOUFO UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFO UFOEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE GGGG GGGGG 43+00 44+00 45+00 46+00 47+00 48+00 49+00 RIVERWOOD DRIVE MIDWEST FIBERFIBER OPTIC(APPROXIMATE) MIDWEST FIBERFIBER OPTIC(APPROXIMATE) WE ENERGIESGAS(APPROXIMATE) CITY OF PEWAUKEEWATERCITY OF PEWAUKEESANITARY SEWERTCG MILWAUKEECOMMUNICATION CONDUIT WE ENERGIESELECTRIC(APPROXIMATE)CAUTION EXISTING ASPHALT TO BE REMOVED(PAID AS EXCAVATION COMMON) VERIZONFIBER OPTIC SEE CONSTRUCTIONDETAIL SHEET C3.02 R/WR/W P.L.E. P.L.E.P.L.E.T.L.E.T.L.E. T.L.E. P.L.E.P.L.E.T.L.E. P.L.E. ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.06 - PLAN & PROFILE (ALT 3)-RIVERWOOD.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY:C6.15PROJECT NO:DRAWN BY:LCCHECKED BY:-APPROVED BY:-JL35489 N 0102040NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 9:31 AM engineers surveyors planners2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable WarningLEGENDPedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 60 of 92 850 860 870 880 890 850 860 870 880 890 77+0078+0079+0080+0081+0082+0082+30 1.00% -4.94% 0.78% 1.42% 1.06% -2.60% 5.26% 1.20% 1.11% PI STA - 77+08.35ELEV - 872.30 PI STA - 77+61.50ELEV - 873.05 PI STA - 77+87.55ELEV - 873.26 PI STA - 79+14.62ELEV - 874.61PI STA - 79+24.50ELEV - 874.35 PI STA - 79+76.54ELEV - 874.88PI STA - 79+86.41ELEV - 875.39 PI STA - 81+83.42ELEV - 877.75PI STA - 81+93.45ELEV - 877.26 872.23 872.97 873.40 873.87 874.44 874.78 875.59 876.15 876.76 877.35 877.38877.75 872.23 872.89 873.39 873.92 874.45 874.61 875.56 876.16 876.75 877.35 877.33 877.66 EXISTING GRADEPROPOSED GRADE T SAN SAN SAN SAN UFOUFOUFO UFOUFO TVTVTV TV TVTVTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV UFOUFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G TV TV TV TV TV TVTV TVTVTV TV TV TV TV TV TV TV TV TV TVTVTV TV TVTV TVTV TVTV TVTV TV TV TV TVTVTV TVTV TV TV TV TV TV TV TV TV TV TV TV TVTV TV TVTVTV TV TV TV TV TVTVTVTVTV TV TV TV TV TV TV TV TV TV UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFO W /////////////////// TVTVTVTVTV 3" 12" 12" 3" 12" 12" 12" 15" 10" 15" 3" 12" 8" 18"10"24" UFO UFO UFO UFO G G G G G G UFOUFOUFO UFOUFOUFO UFOUFOUFO ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST SAN SAN SAN SAN SAN SAN SAN SANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN G G G G 77+00 78+00 79+00 80+00 81+00 82+00 RIVERWOOD DRIVE CITY OF PEWAUKEESANITARY SEWER WE ENERGIESGAS AT&TCOMMUNICATIONS AT&TFIBER OPTIC(APPROXIMATE)AT&TFIBER OPTIC(APPROXIMATE) AT&TFIBER OPTIC(APPROXIMATE) WE ENERGIESGAS(APPROXIMATE)CAUTION CAUTION R/W R/WP.L.E.T.L.E. T.L.E. P.L.E. P.L.E. T.L.E. P.L. MATCH LINE STA. 82+30 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.07 - PLAN & PROFILE (ALT 3)-RIVERWOOD.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.16 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 61 of 92 850 860 870 880 890 850 860 870 880 890 82+3083+0084+0085+0086+0087+0087+60 1.08% 0.96% 1.10% 1.04% 0.30% 4.43% -3.39% 1.38% 5.13% -2.90% 1.04% 5.71% PI STA - 82+43.91ELEV - 877.82PI STA - 82+54.05ELEV - 878.27PI STA - 82+71.83ELEV - 878.45PI STA - 82+93.09ELEV - 878.51PI STA - 83+03.49ELEV - 878.16 PI STA - 83+46.55ELEV - 878.75PI STA - 83+56.31ELEV - 879.26 PI STA - 84+96.60ELEV - 880.60 PI STA - 85+55.16ELEV - 881.25PI STA - 85+65.32ELEV - 880.96 PI STA - 86+01.98ELEV - 881.34PI STA - 86+12.21ELEV - 881.92 PI STA - 87+36.26ELEV - 883.25 877.75878.24 878.55 879.18 879.70 880.17 880.65 881.19 881.37 882.30 882.83 883.40883.51 877.66878.09 878.28 878.93 879.67 880.16 880.64 881.19 881.32 882.33 882.86 883.39883.48 EXISTING GRADEPROPOSED GRADE SAN SAN SAN SAN T SAN TV TV TV TV TV TV UFO UFO UFO UFO UFO UFO UFO UFOUFOUFO UFO UFO UFO UFOUFO UFO UFOUFO UFO UFOUFO UFO UFO UFO UFO UFOUFOUFO WWW TVTVTVTVTVTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV W W W W W UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W UFO UFO UFO UFO UFO UFO UFO UFOUFOUFOUFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO TV TVTVTVTV TV TV TV TVTVTVTV TV TV TV TV TV TV TV TV TV TVTVTVTVTV TVTV TV TV TV TV TV TV TV TV TV TVTVTV TV TVTV TV TV TV TV TV TVTVTV TV TV TV TV G G G G G G G G G G G G G G G G G G G G G G G G G G G G G TV TV TVTVTVTV TVTVTVTV TV TV TV TV TV TV TV TV TV TV TV TV TV UFO TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV UFOUFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO TV TV TV TVTV UFO UFO UFO 12"15" 3" 3" 12"6" 12" 3" 3" 12" 3" 3" 12" 12" 3" 12" 12" 8" 12" 12" UFO UFO UFO UFO UFOUFOUFOUFOUFOUFOUFO UFOUFOUFO ST ST ST ST ST ST ST ST STSTSTSTST ST ST ST ST ST STST STST ST ST ST SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSAN SANSAN G G G G G 82+00 83+00 84+00 85+00 86+00 87+00 RIVERWOOD DRIVE CITY OF PEWAUKEEWATERMAIN CITY OF PEWAUKEEWATERMAIN CITY OF PEWAUKEEWATERMAIN CITY OF PEWAUKEESANITARY SEWER MIDWEST FIBERFIBER OPTIC MIDWEST FIBERFIBER OPTIC WE ENERGIESGAS AT&TFIBER OPTIC AT&TFIBER OPTIC(APPROXIMATE) TCG MILWAUKEECOMMUNICATION CONDUIT CAUTION WE ENERGIESGASCAUTIONCAUTION P.L. P.L. R/WR/W P.L.E. P.L.E. T.L.E. P.L.E. MATCH LINE STA. 82+30 MATCH LINE STA. 87+60 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.07 - PLAN & PROFILE (ALT 3)-RIVERWOOD.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.17 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 62 of 92 860 870 880 890 900 860 870 880 890 900 87+6088+0088+39 3.13% 0.96% PI STA - 88+07.25ELEV - 883.94 PI STA - 88+39.22ELEV - 884.94 883.51 883.92 884.94 883.48 883.87 884.94 EXISTING GRADE PROPOSED GRADE MH MH MH T SAN SAN SAN TV TV TV TV TV TV TV TV TV TV TV TV TV UFO UFO UFO UFO UFO UFOWWWW WWWWWWW UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFOUFOUFOUFOUFOUFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFOUFOUFO WWW TV TV TV TVW W W W W UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO W W W W W W W W W W W W W W W W W W W W W W UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFO UFOUFOUFO UFOUFOUFO TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV G G G G G G G G G G G G G G G G G G GGG G G G G G G TV TV TV TV TV TV TV TV UFO TV TV TV TV UFOUFOUFO UFO UFO 12"15" 15" 3" 3" 12"6" 12" 3"12" 12" 8" 12" 12" 12" ST ST ST ST STST ST ST ST SAN SAN SANSANSAN G G G 85+00 86+00 87+00 88+00 88+39 RIVERWOOD DRIVE CITY OF PEWAUKEEWATERMAIN CITY OF PEWAUKEEWATERMAIN CITY OF PEWAUKEEWATERMAIN CITY OF PEWAUKEESANITARY SEWER MIDWEST FIBERFIBER OPTIC WE ENERGIESGAS WE ENERGIESGAS AT&TFIBER OPTIC AT&TFIBER OPTIC TCG MILWAUKEECOMMUNICATION CONDUIT WE ENERGIESGASCAUTION CAUTION TCG MILWAUKEECOMMUNICATION CONDUIT CAUTION AT&TFIBER OPTIC P.L. R/WR/W P.L.E. T.L.E. T.L.E. P.L.E. R/W R/W R/W P.L. MATCH LINE STA. 87+60 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C6.07 - PLAN & PROFILE (ALT 3)-RIVERWOOD.DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.PLAN & PROFILE (ALT 3)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C6.18 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 N 0102040 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AM engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com EXISTING GRADEPROPOSED GRADE HMA PavementConcrete PavementTree RemovalSawing PavementXXXXProposed Detectable Warning LEGEND Pedestrian RailingConcrete Light Base RemovalRetaining Wall (See Detail)Slope InterceptsNOTE:UTILITY LOCATIONS ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY PRIOR TOCONSTRUCTION. Page 63 of 92 11+50 870 880 870 880 875.990.00876.17-4.50 876.37-14.50880.26-18.28 883.16-27.00 2.0%2.0% 3.0:1 12+00 870 880 870 880 875.710.00875.89-4.50 876.09-14.50880.26-18.28 884.12-25.99 2.0%2.0% 2.0:1 12+50 870 880 870 880 875.980.00876.16-4.50 876.36-14.50880.26-18.28 884.40-30.72 2.0%2.0% 3.0:1 13+00 875880 890 875880 890 877.380.00877.56-4.50 877.76-14.50880.76-18.28880.52-19.23 2.0%2.0% 4.0:1 13+50 875880 890 875880 890 879.350.00 879.53-4.50 879.73-14.50882.76-18.28882.22-20.41 2.0%2.0% 4.0:1 14+00 880 890 880 890 881.310.00881.49-4.50 881.69-14.50884.59-18.28885.94-22.34 2.0%2.0% 3.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.01 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 64 of 92 14+50 880 890 880 890 883.270.00883.45-4.50 883.65-14.50886.42-18.28887.51-21.53 2.0%2.0% 3.0:1 15+00 880 890 880 890 885.160.00885.34-4.50 885.54-14.50888.26-18.28887.89-19.76 2.0%2.0% 4.0:1 15+50 880 890 880 890 886.980.00887.16-4.50 887.36-14.50890.01-18.28889.96-18.46 2.0%2.0% 4.0:1 16+00 885890 900 885890 900 888.750.00888.93-4.50 889.13-14.50891.76-18.28891.73-18.39 2.0%2.0% 4.0:1 16+50 890 900 890 900 890.500.00890.68-4.50 890.88-14.50893.51-18.28894.00-19.76 2.0%2.0% 3.0:1 17+00 890 900 890 900 892.200.00892.38-4.50 892.58-14.50895.26-18.28896.45-21.86 2.0%2.0% 3.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLETLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.02 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 65 of 92 17+50 890 900 890 900 893.590.00893.77-4.50 893.97-14.50897.01-18.28896.94-18.53 2.0%2.0% 4.0:1 18+00 890 900 890 900 894.620.00894.80-4.50 895.00-14.50898.26-18.28897.82-20.03 2.0%2.0% 4.0:1 18+50 890 900 890 900 895.330.00895.51-4.50 895.71-14.50899.01-18.28898.76-19.28 2.0%2.0% 4.0:1 19+00 890 900 890 900 896.000.00896.18-4.50 896.38-14.50899.76-18.28899.61-18.86 2.0%2.0% 4.0:1 19+50 890 900 890 900 896.660.00896.84-4.50 897.04-14.50900.76-18.28900.50-19.32 2.0%2.0% 4.0:1 20+00 890 900 890 900 897.330.00897.51-4.50 897.71-14.50901.26-18.28901.00-19.29 2.0%2.0% 4.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.03 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 66 of 92 20+50 895900 910 895900 910 897.930.00898.11-4.50 898.31-14.50901.26-18.28901.21-18.48 2.0%2.0% 4.0:1 21+00 895900 910 895900 910 898.240.00898.42-4.50 898.62-14.50900.76-18.28900.62-18.83 2.0%2.0% 4.0:1 21+50 895900 910 895900 910 898.200.00898.38-4.50 898.58-14.50900.26-18.28 902.24-24.23 2.0%2.0% 3.0:1 22+00 895900 910 895900 910 897.880.00898.06-4.50 898.26-14.50898.93-16.50899.65-19.40 4.0% 2.0%3.0:14.0:1 22+50 895900 910 895900 910 897.530.00897.71-4.50 897.91-14.50897.58-16.50897.28-17.71 4.0% 2.0%6.0:14.0:1 23+00 890 900 890 900 896.280.00896.46-4.50 896.66-14.50896.33-16.50896.13-17.30 4.0% 2.0%6.0:14.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.04 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 67 of 92 24+00 890 900 890 900 894.900.00895.08-4.50 895.28-14.50894.95-16.50895.69-19.46 4.0% 2.0%6.0:14.0:1 24+50 890 900 890 900 894.980.00 895.16-4.50 895.36-14.50895.02-16.50895.44-18.16 4.0% 2.0%6.0:14.0:1 25+50 890 900 890 900 893.970.00894.15-4.50 894.35-14.50894.02-16.50893.82-17.31 4.0% 2.0%6.0:14.0:1 25+00 890 900 890 900 894.560.00894.74-4.50 894.94-14.50894.60-16.50894.16-18.29 4.0% 2.0%6.0:14.0:1 26+00 890 900 890 900 893.340.00893.52-4.50 893.72-14.50894.05-16.50894.21-17.15 4.0% 2.0%6.0:14.0:1 26+50 890 900 890 900 892.670.00 892.85-4.50 893.05-14.50895.76-18.28896.08-19.23 2.0%2.0% 3.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.05 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 68 of 92 27+00 890 900 890 900 892.010.00892.19-4.50 892.39-14.50895.16-18.28895.70-19.90 2.0%2.0% 3.0:1 27+50 890 900 890 900 891.350.00891.53-4.50 891.73-14.50894.47-18.28894.44-18.41 2.0%2.0% 4.0:1 28+00 890 900 890 900 890.690.00890.87-4.50 891.07-14.50893.78-18.28893.68-18.66 2.0%2.0% 4.0:1 28+50 885890 900 885890 900 890.020.00890.20-4.50 890.40-14.50893.09-18.28893.52-19.56 2.0%2.0% 3.0:1 29+00 885890 900 885890 900 889.360.00889.54-4.50 889.74-14.50892.67-18.28893.69-21.33 2.0%2.0% 3.0:1 29+50 885890 900 885890 900 888.700.00 888.88-4.50 889.08-14.50892.26-18.28892.14-18.75 2.0%2.0% 4.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.06 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:52 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 69 of 92 30+00 885890 900 885890 900 888.040.00888.22-4.50 888.42-14.50890.92-18.28890.50-19.93 2.0%2.0% 4.0:1 30+50 885890 900 885890 900 887.370.00887.55-4.50 887.75-14.50890.12-18.28889.71-19.92 2.0%2.0% 4.0:1 31+00 885890 900 885890 900 887.070.00887.25-4.50 887.45-14.50889.86-18.28890.26-19.49 2.0%2.0% 3.0:1 31+50 880 890 880 890 886.780.00886.96-4.50 887.16-14.50889.06-18.28889.04-18.36 2.0%2.0% 4.0:1 32+00 880 890 880 890 886.480.00886.66-4.50 886.86-14.50887.19-16.50 888.54-21.88 4.0% 2.0%6.0:14.0:1 32+50 880 890 880 890 886.230.00886.41-4.50 886.61-14.50886.95-16.50887.11-17.13 4.0% 2.0%6.0:14.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLEPLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.07 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 70 of 92 33+00 880 890 880 890 886.110.00886.29-4.50 886.49-14.50886.82-16.50887.31-18.46 4.0% 2.0%6.0:14.0:1 33+50 880 890 880 890 886.040.00886.22-4.50 886.42-14.50886.76-16.50886.76-16.52 4.0% 2.0%6.0:14.0:1 34+00 880 890 880 890 885.980.00886.16-4.50 886.36-14.50886.02-16.50885.97-16.71 4.0% 2.0%6.0:14.0:1 34+50 880 890 880 890 885.770.00885.95-4.50 886.15-14.50885.82-16.50885.40-18.19 4.0% 2.0%6.0:14.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW PLE PLE PLE PLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - PEWAUKEE RD)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.08 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 71 of 92 43+00885890900885890900 890.500.00890.68-4.50890.88-14.50894.60-18.28894.38-19.152.0%2.0%4.0:1 42+00890900890900 891.910.00892.09-4.50892.29-14.50892.63-16.50895.10-26.40 4.0%2.0%6.0:14.0:1 41+50890900890900 892.860.00893.04-4.50 893.24-14.50893.58-16.50895.00-22.20 4.0%2.0%6.0:14.0:1 41+00890900890900 893.520.00893.70-4.50 893.90-14.50894.24-16.50895.61-22.00 4.0%2.0%6.0:14.0:1 40+50890900890900 894.580.00894.76-4.50 894.96-14.50895.29-16.50895.31-16.58 4.0%2.0%6.0:14.0:1 40+00890900890900 896.010.00896.19-4.50896.39-14.50896.05-16.50895.97-16.83 4.0%2.0%6.0:14.0:1-40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLE TLE TLE TLE engineers surveyors planners2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY:C7.09PROJECT NO:DRAWN BY:LCCHECKED BY:-APPROVED BY:-JL35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 9:33 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250www.rhbatterman.com Page 72 of 92 46+50 880 890 880 890 884.630.00884.81-4.50 885.01-14.50885.35-16.50 888.05-27.31 4.0% 2.0%6.0:14.0:1 45+50 885890 900 885890 900 886.340.00886.52-4.50 886.72-14.50889.09-18.28889.12-18.37 2.0%2.0% 3.0:1 45+00 885890 900 885890 900 887.260.00887.44-4.50 887.64-14.50890.76-18.28890.59-18.93 2.0%2.0% 4.0:1 44+50 885890 900 885890 900 888.000.00888.18-4.50 888.38-14.50890.26-18.28889.86-19.87 2.0%2.0% 4.0:1 44+00 885890 900 885890 900 888.880.00889.06-4.50 889.26-14.50890.26-18.28 893.53-28.11 2.0%2.0% 3.0:1 43+50 885890 900 885890 900 889.760.00 889.94-4.50 890.14-14.50893.81-18.28893.65-18.90 2.0%2.0% 4.0:1 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.10 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 73 of 92 47+00 880 890 880 890 883.950.00884.13-4.50 884.33-14.50884.66-16.50 886.10-22.28 4.0% 2.0%6.0:14.0:1 -40-30-20-100 EXRW PLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.11 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 74 of 92 11+00 875880 890 875880 890 884.630.00884.630.00 884.8310.00885.1613.00885.1313.11 883.97-4.00 876.44-22.83 2.0%9.2:14.0:1 6.0:1 2.5:1 11+50 875880 890 875880 890 884.840.00884.840.00 885.0410.00885.5413.00885.5113.11 884.17-4.00 878.78-20.18 2.0%6.0:14.0:1 6.0:1 3.0:1 12+00 875880 890 875880 890 884.020.00884.020.00 884.2210.00884.7213.00884.6313.35 883.35-4.00 880.22-16.46 2.0%6.0:14.0:1 6.0:1 4.0:1 12+50 875880 890 875880 890 883.000.00883.000.00 883.2010.00883.7013.00883.4214.13 882.34-4.00882.78-5.77 2.0%6.0:14.0:1 6.0:14.0:1 -20-1001020 -20-1001020 -20-1001020 -20-1001020 EXRW PLE PLE PLE PLE PLE PLE PLE TLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.01 - CROSS SECTIONS (ALT 1).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 1 - SOUTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.12 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 75 of 92 1+00 880 890 880 890 881.340.00881.340.00 881.5410.00882.0413.00882.4314.56 880.67-4.00 882.32-10.58 2.0%6.0:14.0:1 6.0:14.0:1 1+50 880 890 880 890 883.780.00883.780.00 883.9810.00884.4813.00885.7418.06 883.11-4.00 884.92-11.24 2.0%6.0:14.0:1 6.0:14.0:1 2+00 880 890 880 890 886.210.00886.210.00 886.4110.00886.9113.00 887.9819.68 885.54-4.00 888.50-15.84 2.0%6.0:16.3:1 6.0:1 4.0:1 2+50 885890 900 885890 900 888.490.00888.490.00 888.6910.00888.7513.00888.8216.50 887.82-4.00 891.76-19.75 2.0%50.0:150.0:1 6.0:1 4.0:1 3+00 885890 900 885890 900 889.900.00889.900.00 889.7010.00889.7613.00889.8818.86 889.23-4.00 892.63-17.61 2.0%50.0:150.0:1 6.0:1 4.0:1 -20-1001020 -20-1001020 -20-1001020 -20-1001020 -20-1001020 0+50 875880 890 875880 890 TLE TLE TLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE TLE TLE TLE TLE TLE TLE TLE 878.480.00878.480.00 878.6810.00878.7413.00879.1814.79 877.81-4.00 879.23-9.69 2.0%50.0:14.0:1 6.0:14.0:1-20-1001020 engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - SOUTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.13 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 76 of 92 3+50 885890 900 885890 900 890.340.00890.340.00 890.1410.00890.6413.00 890.7819.82 889.68-4.00 894.16-21.93 2.0%6.0:150.0:1 6.0:1 4.0:1 4+00 885890 900 885890 900 889.830.00889.830.00 890.0310.00894.1013.88895.3717.69 894.10-3.88 896.15-10.00 2.0%0.0:16.0:16.0:13.0:1 6.0:16.0:13.0:1 4+50 885890 900 885890 900 888.500.00888.500.00 888.7010.00892.6613.88 892.66-3.88 896.49-15.35 2.0%0.0:16.0:16.0:1 3.0:1 6.0:16.0:13.0:1 5+00 880 890 880 890 887.010.00887.010.00 887.2110.00890.1213.88891.9119.25 887.01-3.00887.73-5.88 2.0%0.0:16.0:16.0:13.0:1 6.0:16.0:14.0:1 5+50 880 890 880 890 885.860.00885.860.00 886.0610.00886.5613.00887.4516.56 885.19-4.00884.86-5.33 2.0%6.0:14.0:1 6.0:14.0:1 6+00 880 890 880 890 886.290.00886.290.00 886.4910.00886.6913.00886.6013.38 885.63-4.00885.16-5.87 2.0%15.2:14.0:1 6.0:14.0:1 -20-1001020 -20-1001020 -20-1001020 -20-1001020 -20-1001020 -20-1001020 TLE TLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLETLE TLE TLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - SOUTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.14 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 77 of 92 6+50 880 890 880 890 885.070.00885.070.00 885.2710.00885.0413.00885.1513.47 884.41-4.00884.94-6.12 2.0%12.6:14.0:1 6.0:14.0:1 7+00 880 890 880 890 883.910.00883.910.00 884.1110.00884.4013.00884.0214.55 883.25-4.00882.18-8.28 2.0%10.3:14.0:1 6.0:14.0:1 7+50 880 890 880 890 884.510.00884.510.00 884.7110.00885.2013.00884.9314.07 883.85-4.00882.66-8.74 2.0%6.1:14.0:1 6.0:14.0:1 8+00 880 890 880 890 883.620.00883.620.00 883.8210.00884.1913.00884.1113.34 882.96-4.00882.64-5.29 2.0%8.1:14.0:1 6.0:14.0:1 8+50 875880 890 875880 890 882.660.00882.660.00 882.8610.00883.1113.00884.5218.64 881.99-4.00 876.42-23.68 2.0%12.1:14.0:1 6.0:1 3.5:1 9+00 880 890 880 890 883.950.00883.950.00 884.1510.00884.2813.00885.5318.00 883.28-4.00 880.82-11.39 2.0%23.2:14.0:1 6.0:13.0:1 -20-1001020 -20-1001020 -20-1001020 -20-1001020 -20-1001020 -20-1001020 TLE TLE TLE TLE TLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE TLE TLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - SOUTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.15 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 78 of 92 9+50 875880 890 875880 890 885.310.00885.310.00 885.5110.00886.0113.00885.7414.09 884.64-4.00 882.52-10.39 2.0%6.0:14.0:1 6.0:13.0:1 10+00 875880 890 875880 890 884.600.00884.600.00 884.8010.00885.3013.00885.2513.18 883.93-4.00883.38-6.21 2.0%6.0:14.0:1 6.0:14.0:1 10+50 875880 890 875880 890 884.210.00884.210.00 884.4110.00884.4713.00884.6313.64 883.54-4.00 879.14-17.23 2.0%50.0:14.0:1 6.0:1 3.0:1 11+00 875880 890 875880 890 884.630.00884.630.00 884.8310.00885.1613.00885.1313.11 883.97-4.00 876.44-22.83 2.0%9.2:14.0:1 6.0:1 2.5:1 -20-1001020 -20-1001020 -20-1001020 -20-1001020 TLE TLE TLE PLEPLE PLEPLE PLEPLE PLEPLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - SOUTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.16 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 79 of 92 11+50 875880 890 875880 890 884.840.00884.840.00 885.0410.00885.5413.00885.5113.11 884.17-4.00 878.78-20.18 2.0%6.0:14.0:1 6.0:1 3.0:1 12+00 875880 890 875880 890 884.020.00884.020.00 884.2210.00884.7213.00884.6313.35 883.35-4.00 880.22-16.46 2.0%6.0:14.0:1 6.0:1 4.0:1 12+50 875880 890 875880 890 883.000.00883.000.00 883.2010.00883.7013.00883.4214.13 882.34-4.00882.78-5.77 2.0%6.0:14.0:1 6.0:14.0:1 -20-1001020 -20-1001020 -20-1001020 EXRW TLE TLE TLE PLEPLE PLEPLE PLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - SOUTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.17 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 80 of 92 100+50 875880 890 875880 890 880.980.00880.980.00 881.1810.00881.1013.86880.8514.84 880.64-2.00880.03-4.46 2.0%6.0:14.0:1 6.0:14.0:1 101+00 875880 890 875880 890 879.320.00879.320.00 879.5210.00880.2113.78880.0414.48 878.99-2.00879.02-2.11 2.0%6.0:14.0:1 6.0:14.0:1 101+50 875880 890 875880 890 878.660.00878.660.00 878.8610.00879.3713.00880.0215.60 878.33-2.00879.30-5.89 2.0%6.0:14.0:1 6.0:14.0:1 102+00 875880 890 875880 890 878.890.00878.890.00 879.0910.00879.5913.00880.1715.35 878.55-2.00879.54-5.94 2.0%6.0:14.0:1 6.0:14.0:1 102+50 875880 890 875880 890 879.190.00879.190.00 879.3910.00879.8913.00880.1614.06 878.86-2.00879.40-4.18 2.0%6.0:14.0:1 6.0:14.0:1 103+00 875880 890 875880 890 879.500.00879.500.00 879.7010.00880.1813.80879.9714.64 879.16-2.00879.39-2.90 2.0%6.0:14.0:1 6.0:14.0:1 -1001020 -1001020 -1001020 -1001020 -1001020 -1001020 PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE TLE TLE TLE TLE TLE TLE TLE TLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - NORTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.18 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 81 of 92 103+50 875880 890 875880 890 879.800.00879.800.00 880.0010.00880.5013.00880.0214.91 879.47-2.00879.05-3.68 2.0%6.0:14.0:1 6.0:14.0:1 104+00 875880 890 875880 890 880.100.00880.100.00 880.3010.00879.9813.88879.7514.81 879.77-2.00878.52-7.01 2.0%6.0:14.0:1 6.0:14.0:1 104+50 875880 890 875880 890 880.410.00880.410.00 880.6110.00880.4113.87880.1414.96 880.08-2.00 878.79-7.14 2.0%6.0:14.0:1 6.0:14.0:1 105+00 875880 890 875880 890 880.540.00880.540.00 880.7410.00880.8013.00880.4814.30 880.21-2.00880.09-2.48 2.0%50.0:14.0:1 6.0:14.0:1 105+50 875880 890 875880 890 880.030.00880.030.00 880.2310.00880.2913.00879.9414.42 879.70-2.00879.52-2.53 2.0%50.0:14.0:1 6.0:13.0:1 106+00 875880 890 875880 890 879.030.00879.030.00 879.2310.00879.2913.00878.9914.18 878.69-2.00878.95-3.02 2.0%50.0:14.0:1 6.0:14.0:1 -1001020 -1001020 -1001020 -1001020 -1001020 -1001020 PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE TLE TLE TLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - NORTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.19 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 82 of 92 106+50 875880 890 875880 890 878.000.00878.000.00 878.2010.00878.3513.00878.3013.19 877.67-2.00877.74-2.29 2.0%20.3:14.0:1 6.0:14.0:1 107+00 870 880 870 880 877.330.00877.330.00 877.5310.00878.1013.80877.7715.13 877.00-2.00877.41-3.65 2.0%50.0:14.0:1 6.0:14.0:1 107+50 870 880 870 880 877.340.00877.340.00 877.5410.00877.6013.00878.5716.87 877.01-2.00877.56-4.21 2.0%50.0:14.0:1 6.0:14.0:1 108+00 870 880 870 880 876.960.00876.960.00 877.1610.00877.2213.00878.0816.41 876.63-2.00877.01-3.53 2.0%50.0:14.0:1 6.0:14.0:1 108+50 870 880 870 880 875.230.00875.230.00 875.4310.00875.4913.00 877.5721.30 874.90-2.00875.07-2.69 2.0%50.0:14.0:1 6.0:14.0:1 109+00 870 880 870 880 872.870.00872.870.00 873.0710.00873.1313.00 872.53-2.00872.69-2.62 2.0%50.0:1 4.0:1 6.0:14.0:1 -1001020 -1001020 -1001020 -1001020 -1001020 -10010203040 PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - NORTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.20 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 83 of 92 109+50 865870 880 865870 880 870.660.00870.660.00 870.8610.00871.3613.00 870.33-2.00869.93-3.22 2.0%6.0:1 4.0:1 6.0:13.0:1 110+00 865870 880 865870 880 869.340.00869.340.00 869.5410.00870.1113.79869.9514.40 869.00-2.00868.23-4.35 2.0%6.0:14.0:1 6.0:13.0:1 110+50 865870 880 865870 880 868.820.00868.820.00 869.0210.00870.1513.81870.0214.35 868.48-2.00868.54-2.21 2.0%6.0:14.0:1 6.0:14.0:1 111+00 865870 880 865870 880 868.830.00868.830.00 869.0310.00870.4013.84870.3314.13 868.50-2.00 866.78-7.21 2.0%6.0:14.0:1 6.0:13.0:1 111+50 865870 880 865870 880 870.160.00870.160.00 870.3610.00871.5713.82871.4914.13 869.83-2.00 866.86-11.00 2.0%6.0:14.0:1 6.0:13.0:1 112+00 865870 880 865870 880 872.320.00872.320.00 872.5210.00875.6114.01875.5714.16 871.99-2.00872.04-2.20 2.0%6.0:14.0:1 6.0:14.0:1 -1001020 -1001020 -1001020 -1001020 -1001020 -1001020 PLEPLE PLEPLE PLEPLE PLEPLE PLEPLE PLE PLE TLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - NORTH PATH)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.21 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. 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Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 84 of 92 44+50 885890 900 885890 900 45+00 880 890 880 890 45+50 880 890 880 890 46+50 880 890 880 890 47+00 880 890 880 890 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 -40-30-20-100 888.000.00888.18-4.50 888.38-14.50890.26-18.28889.86-19.87 2.0%2.0% 4.0:1 887.260.00887.44-4.50 887.64-14.50890.76-18.28890.59-18.93 2.0%2.0% 4.0:1 886.340.00886.52-4.50 886.72-14.50889.09-18.28889.12-18.37 2.0%2.0% 3.0:1 884.630.00884.81-4.50 885.01-14.50885.35-16.50 888.05-27.31 4.0% 2.0%6.0:14.0:1 883.950.00884.13-4.50 884.33-14.50884.66-16.50 886.10-22.28 4.0% 2.0%6.0:14.0:1 EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.22 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 85 of 92 77+50 870 880 870 880 872.890.00873.074.50 873.2714.50873.6116.50873.5916.56 4.0% 2.0%6.0:14.0:1 78+00 870 880 870 880 873.390.00873.574.50 873.7714.50874.1016.50874.2016.87 4.0% 2.0%6.0:14.0:1 78+50 870 880 870 880 873.920.00874.104.50 874.3014.50874.6416.50875.4419.71 4.0% 2.0%6.0:14.0:1 79+00 870 880 870 880 874.450.00874.634.50 874.8314.50875.1716.50875.5618.09 4.0% 2.0%6.0:14.0:1 80+00 870 880 870 880 875.560.00875.744.50 875.9414.50876.2716.50876.7218.30 4.0% 2.0%6.0:14.0:1 80+50 870 880 870 880 876.160.00876.344.50 876.5414.50876.8716.50 878.7123.88 4.0% 2.0%6.0:14.0:1 010203040 010203040 010203040 010203040 010203040 010203040 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLE TLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.23 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 86 of 92 81+00 870 880 870 880 876.750.00876.934.50 877.1314.50877.4716.50877.8017.85 4.0% 2.0%6.0:14.0:1 81+50 870 880 870 880 877.350.00877.534.50 877.7314.50878.0616.50879.3321.54 4.0% 2.0%6.0:14.0:1 82+00 870 880 870 880 877.330.00877.514.50 877.7114.50878.0416.50878.1116.78 4.0% 2.0%6.0:14.0:1 82+50 875880 890 875880 890 878.090.00878.274.50 878.4714.50878.2716.50878.9119.06 4.0% 2.0%10.0:14.0:1 83+00 875880 890 875880 890 878.280.00878.464.50 878.6614.50878.7316.50879.2518.58 4.0% 2.0%30.0:14.0:1 83+50 875880 890 875880 890 878.930.00879.114.50 879.3114.50879.6516.50880.1518.52 4.0% 2.0%6.0:14.0:1 010203040 010203040 010203040 010203040 010203040 010203040 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLE TLE TLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.24 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:53 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. 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Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 87 of 92 84+00 875880 890 875880 890 879.670.00879.854.50 880.0514.50880.3916.50881.3820.46 4.0% 2.0%6.0:14.0:1 84+50 875880 890 875880 890 880.160.00880.344.50 880.5414.50881.8016.37881.7716.49 2.0%2.0% 4.0:1 85+00 880 890 880 890 880.640.00880.824.50 881.0214.50882.4416.39882.3816.62 2.0%2.0% 4.0:1 85+50 880 890 880 890 881.190.00881.374.50 881.5714.50881.9116.50881.9516.66 4.0% 2.0%6.0:14.0:1 86+00 880 890 880 890 86+50 880 890 880 890 882.330.00882.514.50 882.7114.50883.0416.50884.2721.43 4.0% 2.0%6.0:14.0:1 010203040 010203040 010203040 010203040 010203040 010203040 EXRW EXRW EXRW EXRW EXRW EXRW PLE PLE PLE PLE PLE PLETLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.25 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:54 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 88 of 92 87+00 880 890 880 890 882.860.00883.044.50 883.2414.50883.5816.50883.8617.61 4.0% 2.0%6.0:14.0:1 87+50 880 890 880 890 883.390.00883.574.50 883.7714.50884.1016.50884.6118.52 4.0% 2.0%6.0:14.0:1 88+00 880 890 880 890 883.870.00884.054.50 884.2514.50884.3216.50884.4517.02 4.0% 2.0%27.2:14.0:1 010203040 010203040 010203040 EXRW EXRW EXRW PLE PLE PLE engineers surveyors planners 2857 Bartells DriveBeloit, WI 53511(608) 365-4464 ISSUANCE2025-08-2630% PLANS-- -- -- -- --35489 - C7.02 - CROSS SECTIONS (ALT 3).DWGNOTE: DIMENSIONAL DATA IS NOT TO BE OBTAINED BY SCALING ANY PORTION OF THIS DRAWING.CROSS SECTIONS (ALT 3 - RIVERWOOD DR)PEWAUKEE ROAD (STH 164)MULTI-USE PATHCITY OF PEWAUKEEWAUKESHA COUNTY, WISCONSINSHEET NO.DESIGNED BY: C7.26 PROJECT NO: DRAWN BY:LCCHECKED BY:-APPROVED BY:- JL 35489 NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONS PLOT DATE: 8/28/2025 6:54 AMSCALESHorizontal: 1"=10'Vertical: 1"=10' 19 N. High StreetJanesville, WI 53548(608) 743-93501040 N. Wisconsin St.Elkhorn, WI 53121(262) 379-2250 www.rhbatterman.com Page 89 of 92 Multi-use Path Feasibility Study | City of Pewaukee C ̷ ̷ ̷ ATTACHMENT: C ̷ ̷ ̷ PRELIMINARY COST ESTIMATES Page 90 of 92 ITEM ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 REMOVE CURB & GUTTER LF 150 $15.00 $2,250.00 2 REMOVE EXISTING PATH SY 450 $10.00 $4,500.00 3 CLEARING & GRUBBING EACH 31 $450.00 $13,950.00 $20,700.00 4 COMMON EXCAVATION (200 CY EBS) CY 3,200 $30.00 $96,000.00 $96,000.00 5 FULL DEPTH ASPHALT SAW CUT LF 250 $3.00 $750.00 6 RETAINING WALL (MODULAR BLOCK) LF 1,350 $200.00 $270,000.00 7 SPLIT RAIL FENCE LF 150 $50.00 $7,500.00 8 CONCRETE CURB AND GUTTER LF 150 $60.00 $9,000.00 9 DETECTABLE WARNING FIELDS SF 220 $50.00 $11,000.00 10 CONCRETE SIDEWALK 6-INCH SF 700 $20.00 $14,000.00 11 BASE AGGREGATE DENSE, 1 1/4-INCH TON 2,200 $30.00 $66,000.00 12 HMA PAVEMENT TON 650 $120.00 $78,000.00 $456,250.00 13 COMMON EXCAVATION CY 60 $30.00 $1,800.00 14 RETAINING WALL (CONCRETE) LF 125 $300.00 $37,500.00 15 SWITCHBACK RAILS LF 210 $250.00 $52,500.00 16 CONCRETE SIDEWALK 6-INCH SF 915 $20.00 $18,300.00 17 BASE AGGREGATE DENSE, 1 1/4-INCH TON 50 $30.00 $1,500.00 $111,600.00 18 COMMON EXCAVATION CY 110 $30.00 $3,300.00 19 RETAINING WALL (CONCRETE) LF 80 $300.00 $24,000.00 20 SWITCHBACK RAILS LF 225 $200.00 $45,000.00 21 CONCRETE SIDEWALK 6-INCH SF 1,180 $20.00 $23,600.00 22 BASE AGGREGATE DENSE, 1 1/4-INCH TON 60 $30.00 $1,800.00 $97,700.00 $782,250.00 23 PAVEMENT MARKING LS 1 $10,000.00 $10,000.00 24 DRAINAGE / STORM SEWER LS 1 $20,000.00 $20,000.00 25 TRAFFIC CONTROL / STAGING LS 1 $25,000.00 $25,000.00 26 EROSION CONTROL / RESTORATION LS 1 $25,000.00 $25,000.00 27 TRAFFIC SIGNAL ADJUSTMENTS LS 1 $20,000.00 $20,000.00 28 SIGNING LS 1 $10,000.00 $10,000.00 29 MOBILIZATION LS 1 $20,000.00 $20,000.00 30 HYDRANT RELOCATIONS EACH 2 $10,000.00 $20,000.00 31 UTILITY RELOCATIONS (GAS, ELEC, COMM, ETC.) LS 1 $50,000.00 $50,000.00 $200,000.00 $982,250.00 32 COST ESTIMATE CONTINGENCIES LS 10 % OF ROADWAY $98,225.00 33 DESIGN AND CONSTRUCTION ENGINEERING LS 15 % OF ROADWAY $147,337.50 $245,562.50 $1,227,812.50 34 PERMANENT REAL ESTATE ACQUISITION AC 1 $70,000.00 $70,000.00 35 TEMPORARY REAL ESTATE ACQUISITION AC 0.5 $7,000.00 $3,500.00 36 PRIVATE SIGN LANDSCAPING WALL ADJUSTMENT LS 1 $10,000.00 $10,000.00 37 PRIVATE TREE REPLACEMENT EACH 30 $750.00 $22,500.00 $106,000.00 $1,333,812.50 NOTE: ESTIMATES ARE FOR CONCEPTUAL USE ONLY, AND ARE NOT BASED ON DETAILED FINAL DESIGNS DESIGN AND CONSTRUCTION DESIGN AND CONSTRUCTION SUBTOTAL COST TOTAL CONSTRUCTION COST REAL ESTATE REAL ESTATE SUBTOTAL COST TOTAL PROJECT COST TOTAL PATHWAY COST REMOVAL SUBTOTAL COST EARTHWORK PATHWAY ITEMS PATHWAY ITEMS PATHWAY PLUS BOTH SWITCHBACK RAMPS SUBTOTAL COST MISC ITEMS MISC ITEMS SUBTOTAL COST EARTHWORK SUBTOTAL COST RIVERWOOD SWITCHBACK RAMP ITEMS RIVERWOOD SWITCHBACK ITEMS STH 164 SWITCHBACK RAMP ITEMS STH 164 SWITCHBACK ITEMS REMOVALS CONCEPTUAL COST ESTIMATE FOR: STH 164/PEWAUKEE RD ALT #1 CITY OF PEWAUKEE, WAUKESHA COUNTY August 28, 2025 Page 91 of 92 ITEM ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 1 REMOVE CURB & GUTTER LF 275 $15.00 $4,125.00 2 REMOVE EXISTING PATH SY 1,150 $10.00 $11,500.00 3 REMOVE CONCRETE BASE EACH 3 $750.00 $2,250.00 4 CLEARING & GRUBBING EACH 30 $450.00 $13,500.00 $31,375.00 5 COMMON EXCAVATION (250 CY EBS) CY 4,500 $30.00 $135,000.00 $135,000.00 6 FULL DEPTH ASPHALT SAW CUT LF 600 $3.00 $1,800.00 7 RETAINING WALL (MODULAR BLOCK) LF 500 $200.00 $100,000.00 8 SPLIT RAIL FENCE LF 250 $50.00 $12,500.00 9 CONCRETE CURB AND GUTTER LF 300 $60.00 $18,000.00 10 DETECTABLE WARNING FIELDS SF 350 $50.00 $17,500.00 11 CONCRETE SIDEWALK 6-INCH SF 1,300 $20.00 $26,000.00 12 BASE AGGREGATE DENSE, 1 1/4-INCH TON 2,700 $30.00 $81,000.00 13 HMA PAVEMENT TON 750 $120.00 $90,000.00 $346,800.00 14 COMMON EXCAVATION CY 60 $30.00 $1,800.00 15 RETAINING WALL LF 125 $300.00 $37,500.00 16 SWITCHBACK RAILS LF 210 $250.00 $52,500.00 17 CONCRETE SIDEWALK 6-INCH SF 915 $20.00 $18,300.00 18 BASE AGGREGATE DENSE, 1 1/4-INCH TON 50 $30.00 $1,500.00 $111,600.00 $624,775.00 19 PAVEMENT MARKING LS 1 $10,000.00 $10,000.00 20 DRAINAGE / STORM SEWER LS 1 $30,000.00 $30,000.00 21 TRAFFIC CONTROL / STAGING LS 1 $15,000.00 $15,000.00 22 EROSION CONTROL / RESTORATION LS 1 $30,000.00 $30,000.00 23 SIGNING LS 1 $10,000.00 $10,000.00 24 MOBILIZATION LS 1 $20,000.00 $20,000.00 25 WATERMAIN ADJUSTMENTS LS 1 $10,000.00 $10,000.00 26 UTILITY RELOCATIONS (GAS, ELEC, COMM, ETC.) LS 1 $50,000.00 $50,000.00 $175,000.00 $799,775.00 27 COST ESTIMATE CONTINGENCIES LS 10 % OF PATHWAY $79,977.50 28 DESIGN AND CONSTRUCTION ENGINEERING LS 15 % OF PATHWAY $119,966.25 $199,943.75 $999,718.75 29 PERMANENT REAL ESTATE ACQUISITION AC 1.5 $70,000.00 $105,000.00 30 TEMPORARY REAL ESTATE ACQUISITION AC 1 $7,000.00 $7,000.00 31 PRIVATE TREE REPLACEMENT EACH 25 $750.00 $18,750.00 $130,750.00 $1,130,468.75 REMOVALS CONCEPTUAL COST ESTIMATE FOR: RIVERWOOD DRIVE ALT #3 CITY OF PEWAUKEE, WAUKESHA COUNTY August 28, 2025 TOTAL PATHWAY COST REMOVAL SUBTOTAL COST EARTHWORK PATHWAY ITEMS PATHWAY ITEMS PATHWAY SUBTOTAL COST MISC ITEMS MISC ITEMS SUBTOTAL COST EARTHWORK SUBTOTAL COST RIVERWOOD SWITCHBACK ITEMS SWITCHBACK ITEMS NOTE: ESTIMATES ARE FOR CONCEPTUAL USE ONLY, AND ARE NOT BASED ON DETAILED FINAL DESIGNS DESIGN AND CONSTRUCTION DESIGN AND CONSTRUCTION SUBTOTAL COST TOTAL CONSTRUCTION COST REAL ESTATE REAL ESTATE SUBTOTAL COST TOTAL PROJECT COST Page 92 of 92