Regular Meeting

CITY OF DELAFIELD MEETING AGENDA PUBLIC WORKS COMMITTEE Chair: Dan Jashinsky Members: Art Baumann, James Kebisek, Elizabeth Lloyd-Weis, Ald. George Pavin, Daniel Scardino, Matt Scherer March 4, 2026 6:30 PM City Hall, Council Chambers 500 Genesee St. Office: (262) 646-6220 - E-Mail: clerksoffice@cityofdelafieldwi.gov – www.cityofdelafieldwi.gov Regular Meeting 1. Call to Order 2. Roll Call 3. Pledge of Allegiance 4. Minutes Discussion and possible action on the following minutes: A. Approval of Minutes of the February 4, 2026 Regular Meeting. 5. City of Delafield Citizen Comments 6. Unfinished Business A. Discussion and possible action regarding the tentative project schedule and document preparation for the 2026 Street Improvement Program (SIP). B. Discussion and possible action regarding the tentative project schedule and rebidding of the previous City Hall Stairs project. 7. New Business A. Discussion and possible action regarding a resident request for the City to improve the east -west segment of Woods Road as a paved public road with substandard width. B. Discussion and possible action regarding parking lot approval (referred by Plan Commission) for Bil Bar Farmers Market. C. Discussion and possible action regarding bid documents and bidding of Genesee Street Crosswalk Improvements. 8. Correspondence 9. Reports of City Officials A. Director of Public Works B. City Engineer C. Traffic Staff D. Public Works Committee Meeting Dates & Deadlines i. Next Meeting: April 1, 2026 ii. Meeting Submittal Deadline: March 4, 2026 E. Request for Future Agenda Items Note: No discussion on requested items 10. Adjournment All meetings of the Public Works Committee are public meetings. The meeting of the Committee is a working session for the Committee itself, and, outside of the Citizens Comments section, discussion by those in attendance is limited to Committee members, staff and others that may be a party to the matter being discussed. Office: (262) 646-6220 - E-Mail: clerksoffice@cityofdelafieldwi.gov – www.cityofdelafieldwi.gov AMERICANS WITH DISABILITIES ACT NOTICE: Upon reasonable notice (at least 72 hours in advance) the City will furnish appropriate auxiliary aids and services when necessary to afford individuals with disabilities an equal opportunity to partic ipate in and to enjoy the benefits of a service, program or activity provided by the City. NOTICE OF POSSIBLE QUORUM: It is possible that members of and possibly a quorum of members of other governmental bodies of the municipality may be in attendance at the above-stated meeting to gather information: no action will be taken by any governmental body at the above-stated meeting other than the governmental body specifically referred to above in this notice. Clerk: MJS Posted: 1/30/2026 X City Hall Bulleting Board X Website X Notified Media Construction Cost Estimate 2026 Street Improvement Program City of Delafield SEH No.: DELAF 190014 Item No. Description Unit Quantity Unit Price Total Farrand St (Church St - St. Johns St, 0.06 mi.) Item No. Description Unit QTY Unit Price Total 205.0110 Base Repair CY 65 75.00 $ 4,875.00$ 211.0100 Shape and Roll Base SY 2,000 1.50 $ 3,000.00$ 305.0500 Base Aggregate Dense 3/4" for Drives and Shoulders LF 575 1.30$ 747.50$ 330.0100 Mill Existing Pavement and Shoulder and Remove Material SY 2,000 3.50$ 7,000.00$ 455.0600 Tack Coat SY 1,850 0.20 $ 370.00$ 460.5223 HMA Pavement 3 LT 58-28 S (2.5") TN 275 70.00 $ 19,250.00$ 460.5225 HMA Pavement 5 LT 58-28 S (1.5") TN 175 80.00 $ 14,000.00$ 643.5000 Traffic Control LS 1 750.00 $ 750.00$ 646.1020 Pavement Marking Epoxy 4-Inch (White) LF 1,200 1.00$ 1,200.00$ Subtotal, Farrand Street 51,192.50$ Nagawicka Rd E (STH 83 - Weber Ct, 0.50 mi.) Item No. Description Unit QTY Unit Price Total 205.0110 Base Repair CY 250 75.00 $ 18,750.00$ 211.0100 Shape and Roll Base SY 8,600 1.50 $ 12,900.00$ 305.0500 Base Aggregate Dense 3/4" for Drives and Shoulders LF 2,950 1.30$ 3,835.00$ 330.0100 Mill Existing Pavement and Shoulder and Remove Material SY 8,600 3.50$ 30,100.00$ 455.0600 Tack Coat SY 7,400 0.20 $ 1,480.00$ 460.5223 HMA Pavement 3 LT 58-28 S (2.5") TN 1,100 70.00 $ 77,000.00$ 460.5225 HMA Pavement 5 LT 58-28 S (1.5") TN 675 80.00 $ 54,000.00$ 465.0105 Raked Asphalt Surface Shoulders LF 1,800 6.00 $ 10,800.00$ 465.0120 Asphalt Surface for Drives and Approaches TN 15 125.00$ 1,875.00$ 643.5000 Traffic Control LS 1 3,000.00 $ 3,000.00$ 646.1020 Pavement Marking Epoxy 4-Inch (Double Yellow) LF 2,835 1.00$ 2,835.00$ Subtotal, Nagawicka Road East216,575.00$ Stocks Dr (Poplar Path - Woodberry Dr, 0.17 mi.) Item No. Description Unit QTY Unit Price Total 205.0110 Base Repair CY 90 75.00 $ 6,750.00$ 211.0100Shape and Roll Base SY 2,950 1.50$ 4,425.00$ 305.0500 Base Aggregate Dense 3/4" for Drives and Shoulders LF 1,450 1.30$ 1,885.00$ 330.0100 Mill Existing Pavement and Shoulder and Remove Material SY 2,950 3.50$ 10,325.00$ 455.0600 Tack Coat SY 2,525 0.20 $ 505.00$ 460.5223 HMA Pavement 3 LT 58-28 S (2.5") TN 375 70.00 $ 26,250.00$ 460.5225 HMA Pavement 5 LT 58-28 S (1.5") TN 250 80.00 $ 20,000.00$ 465.0120 Asphalt Surface for Drives and Approaches TN 40 125.00$ 5,000.00$ 643.5000 Traffic Control LS 1 1,000.00 $ 1,000.00$ Subtotal, Stocks Drive 76,140.00$ Woodberry Dr (Stocks Dr - Terminus, 0.22 mi.) Item No. Description Unit QTY Unit Price Total 205.0110 Base Repair CY 130 75.00 $ 9,750.00$ 211.0100 Shape and Roll Base SY 4,250 1.50 $ 6,375.00$ 305.0500 Base Aggregate Dense 3/4" for Drives and Shoulders LF 1,825 1.30$ 2,372.50$ 330.0100 Mill Existing Pavement and Shoulder and Remove Material SY 4,250 3.50$ 14,875.00$ February 17, 2026 Short Elliott Hendrickson Inc. Page 1 of 2 Construction Cost Estimate 2026 Street Improvement Program City of Delafield SEH No.: DELAF 190014 February 17, 2026 455.0600 Tack Coat SY 3,700 0.20 $ 740.00$ 460.5223 HMA Pavement 3 LT 58-28 S (2.5") TN 550 70.00 $ 38,500.00$ 460.5225 HMA Pavement 5 LT 58-28 S (1.5") TN 350 80.00 $ 28,000.00$ 465.0120 Asphalt Surface for Drives and Approaches TN 45 125.00$ 5,625.00$ 528.8700 Clean Pipe Culverts EA 2 1,000.00 $ 2,000.00$ 643.5000 Traffic Control LS 1 1,000.00 $ 1,000.00$ Subtotal, Woodberry Drive 109,237.50$ Woodland Park Dr (CTH C - 1,686 LF East, 0.32 mi.) Item No. Description Unit QTY Unit Price Total 205.0110 Base Repair CY 125 75.00 $ 9,375.00$ 211.0100 Shape and Roll Base SY 4,300 1.50 $ 6,450.00$ 305.0500 Base Aggregate Dense 3/4" for Drives and Shoulders LF 3,075 1.30$ 3,997.50$ 330.0100 Mill Existing Pavement and Shoulder and Remove Material SY 4,300 3.50$ 15,050.00$ 455.0600 Tack Coat SY 3,550 0.20 $ 710.00$ 460.5223 HMA Pavement 3 LT 58-28 S (2.5") TN 525 70.00 $ 36,750.00$ 460.5225 HMA Pavement 5 LT 58-28 S (1.5") TN 325 80.00 $ 26,000.00$ 465.0120 Asphalt Surface for Drives and Approaches TN 20 125.00$ 2,500.00$ 643.5000 Traffic Control LS 1 1,000.00 $ 1,000.00$ Subtotal, Woodland Park Drive101,832.50$ Miscellaneous Patching Item No. Description Unit QTY Unit Price Total 330.0100 Mill Existing Pavement and Remove Material (4") SY320 25.00$ 8,000.00$ 460.5225 HMA Pavement 5 LF 58-28 S (4") TN 80 150.00$ 12,000.00$ Subtotal, Miscellaneous Patching20,000.00$ Allowance 205.0110 Base Repair CY 150 75.00 $ 11,250.00$ Subtotal, Allowance 11,250.00$ Total Construction 586,227.50 $ Contingency (5%) 29,311.38 $ Engineering and Construction Management 87,100.00 $ Overall Project Costs 702,638.88 $ City Budget 735,000.00 $ Short Elliott Hendrickson Inc. Page 2 of 2 Save: 2/26/2026 10:40 AM ohanson Plot: 2/26/2026 10:46 AM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg NOTE:THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR SHALL CALL THE WISCONSIN ONE CALL SYSTEM AT811 BEFORE COMMENCING EXCAVATION.PROJECT NO.Know what'sbelow.before you dig.Call R INDEX SIGN (NON STREET NAME)EDGE OF WOODED AREABUSH / SHRUB AND STUMPDECIDUOUS AND CONIFEROUS TREEBUILDINGRAILROAD TRACKSSTREET NAME SIGN FENCE (UNIDENTIFIED) SANITARY SEWER SERVICE & CLEANOUT TRAFFIC SIGNAL WATER SERVICE AND CURB STOP BOXWATER MAIN, HYDRANT, VALVE AND MANHOLESTORM SEWER, MANHOLE AND CATCH BASINSANITARY SEWER AND MANHOLEPERMANENT EASEMENTSOIL BORING LIGHT POLEOVERHEAD WIRE, POLE AND GUY WIREGAS MAIN, VALVE, VENT AND METER BURIED TV CABLE, PEDESTAL AND MANHOLE IIFM> CULVERT AND APRON ENDWALLFORCE MAIN AND LIFT STATIONRIGHT OF WAYEXISTING P-BURETTGG # X6"6" CO BURIED PHONE CABLE, PEDESTAL AND MANHOLEBURIED FIBER OPTIC CABLE AND MANHOLEFOP-OHP-OHTV-BURTVG XBARBED WIRE FENCEXCCHAIN LINK FENCEXEELECTRIC WIRE FENCEXWDWOOD FENCEXWWWOVEN WIRE FENCEPLATE BEAM GUARDRAILCABLE GUARDRAIL T-BUR WETLANDWET HH PROPERTY LINE >>HANDHOLE POST / BOLLARDRETAINING WALL HORIZONTAL CONTROL POINTBENCHMARKSURVEY MARKER XX" GLIFT TV P E XX EBURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,TRANSFORMER AND METER STWSBM 6+00 >>>I PROPOSEDFMSTORM SEWER, MANHOLE AND CATCH BASINDRAIN TILECULVERT AND APRON ENDWALLDITCH / SWALESANITARY SERVICE AND CLEANOUTRIGHT-OF-WAYTEMPORARY EASEMENTPERMANENT EASEMENTWATER SERVICE AND CURB STOP BOXSANITARY SEWER, BULKHEAD AND MANHOLEWATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVEFORCE MAINCOSTREET CENTERLINECONSTRUCTION LIMITSWATER VALVE MANHOLE, REDUCER, BEND AND CROSSRIPRAPSTREET NAME SIGNSIGN (NON STREET NAME)RETAINING WALL>>> S STW ofPHONE: 262.646.6855N19 W24133 RIVERWOOD DRIVESUITE 160WAUKESHA, WI 53188www.sehinc.com CONSTRUCTION PLANS FOR2026 STREET IMPROVEMENT PROGRAMCITY OF DELAFIELD, WI CITY ENGINEERROBERT MALZAHN, P.E.SEH, INC.N19 W24133 RIVERWOOD DRSUITE 160WAUKESHA, WI 53188PHONE (414) 949-8946CITY ADMINISTRATORTHOMAS HAFNERPHONE (262) 303-4626DPW SUPERINTENDENTPAUL ZELLNERPHONE (262) 303-4627DATE: 2/26/2026 PROJECT SITE LOCATION MAP ROADS·STOCKS DRIVE·WOODBERRY DRIVE CITY OF DELAFIELDWAUKESHA COUNTY 18190014 ROADS·FARRAND LANE ROADS·NAGAWICKA ROAD EAST ROADS·WOODLAND PARK DRIVE SheetNumberSheet Title1TITLE SHEET2DETAILS3FARRAND ST4NAGAWICKA RD E - 15NAGAWICKA RD E - 26STOCKS DR7WOODBERRY DR8WOODLAND PARKDR Save: 2/26/2026 11:00 AM ohanson Plot: 2/26/2026 11:01 AM X:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision Issueof DATE: 2/26/2026 11:01 AM ANTICIPATED CONSTRUCTION SEQUENCING (MILL &RESURFACE ROADWAYS):1.TRAFFIC CONTROL, BARRELS, AND SIGNAGE.2.MILL EXISTING ROADWAY.3.ROLL AND SHAPE ROADWAY. REMOVE EXCESSMATERIAL.4.CONDUCT PROOF ROLL, AS NECESSARY.5.BASE REPAIR, AS NECESSARY.6.INSTALL BINDER COURSE.7.INSTALL ASPHALT SURFACE COURSE..8.REPAIR AND/OR MATCH TO EXISTING DRIVEWAYSIN-KIND.9.GRAVEL SHOULDERS. OHOHRM19001428 DETAILS2026 STREET IMPROVEMENTPROGRAMCITY OF DELAFIELD, WI GENERAL PAVING NOTES:1.STANDARD SPECIFICATIONS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF STATE OF WISCONSINSTANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE CONSTRUCTION, LATEST EDITION, INCLUDING ALL SUPPLEMENTALSPECIFICATIONS AND REVISIONS, TO DATE, OR UNLESS OTHERWISE SPECIFIED IN THE CITY OF DELAFIELD SPECIFICATIONS. 2.PREPARE THE FOUNDATION BY EXCAVATING TO THE CROSS SECTION SHOWN ON THE PLANS. REMOVE ALL UNSUITABLE MATERIAL ANDCOMPACT SUB-GRADE & CRUSHED STONE AGGREGATE BASE COURSE TO A FIRM, TRUE SURFACE.3.PRIOR TO THE PLACEMENT OF ANY PAVEMENT, BOTH THE SUBGRADE AND CRUSHED AGGREGATE BASE COURSE MUST BE PROOF ROLLED WITH A FULLY LOADED DUAL-AXLE DUMP TRUCK TO VERIFY SUBGRADE STABILITY. ANY AREAS NOT PASSING A PROOF ROLLSHALL BE EXCAVATED AND REPLACED WITH SUITABLE MATERIAL.4.CRUSHED AGGREGATE BASE COURSE:A.BASE COURSE THICKNESS AND COMPOSITION SHALL BE AS SHOWN ON THE TYPICAL SECTION STANDARD DETAILS.B.CRUSHED LIMESTONE MAY BE SUBSTITUTED FOR CRUSHED GRAVEL ONLY UPON APPROVAL OF THE CITY ENGINEER.5.HOT MIX ASPHALT PAVEMENT:A.BINDER COURSE SHALL BE TYPE 3 LT 58-28 S, UNLESS OTHERWISE SPECIFIED. B.SURFACE COURSE SHALL BE TYPE 5 LT 58-28 S, UNLESS OTHERWISE SPECIFIED. C.MINIMUM REQUIRED DENSITY SHALL BE IN ACCORDANCE WITH CHAPTER 460 OF THE WISDOT STANDARD SPECIFICATIONS.D.BINDER COURSE SHALL BE A MINIMUM 3" THICK FOR INDUSTRIAL STREETS OR AS DESCRIBED IN THE BIDDING/SPECIFICATIONDOCUMENTS.E.TACKCOAT NOT REQUIRED IF BINDER AND SURFACE COURSES ARE PLACED IN THE SAME DAY. TURF RESTORATION AS REQ'D EXISTING ROADWAY GRADE 00+0 00+1 00+2 00+326+3 Save: 2/26/2026 10:40 AM ohanson Plot: 2/26/2026 10:47 AM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofDATE: 2/26/2026 10:47 AM OHOHRM19001438 FARRAND ST2026 STREET IMPROVEMENTPROGRAMCITY OF DELAFIELD, WI MILL BUTT JOINTFARRAND ST MILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERS 02040 MILL BUTT JOINTPAVEMENT MARKINGEPOXY 4-INCH WHITE ST. JOHNS RD CHURCH ST 00+0 00+1 00+2 00+3 00+4 00+5 00+6 00+7 00+8 00+9 00+10 00+11 00+12 00+13 00+14 00+15 00+16 00+17 00+18 Save: 2/26/2026 10:40 AM ohanson Plot: 2/26/2026 10:47 AM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofDATE: 2/26/2026 10:47 AM OHOHRM19001448 NAGAWICKA RD E - 12026 STREET IMPROVEMENTPROGRAMCITY OF DELAFIELD, WI PAVEMENT MARKING EPOXY4-INCH DOUBLE YELLOW NAGAWICKA RD E WEBER CT LAKE BREEZE LN 03060 MILL BUTT JOINT MILL BUTT JOINTMILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMASEPARATELY PLACE 2-FOOT RAKED ASPHALT SHOULDERSNAGAWICKA RD E WINDWARD LN LAKE BREEZE LNWINDWARD LN MILL BUTT JOINTMILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERS PAVEMENT MARKING EPOXY4-INCH DOUBLE YELLOWSEPARATELY PLACE2-FOOT RAKEDASPHALT SHOULDERS 00+19 00+20 00+21 00+22 00+23 00+2400+25 00+26 57+26 Save: 2/26/2026 10:40 AM ohanson Plot: 2/26/2026 10:47 AM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofDATE: 2/26/2026 10:47 AM OHOHRM19001458 NAGAWICKA RD E - 22026 STREET IMPROVEMENTPROGRAMCITY OF DELAFIELD, WI NAGAWICKA RD E 03060 MILL BUTT JOINTMILL BUTT JOINT CONCRETEASPHALT MILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERS PARRY LN STH 83 PAVEMENT MARKING EPOXY4-INCH DOUBLE YELLOW 00+0 03+9 00+0 00+1 00+2 00+3 00+4 00+5 00+6 00+7 00+8 00+9 Save: 2/26/2026 10:40 AM ohanson Plot: 2/26/2026 10:47 AM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofDATE: 2/26/2026 10:47 AM OHOHRM19001468 STOCKS DR2026 STREET IMPROVEMENTPROGRAMCITY OF DELAFIELD, WI DEERPARK DR STOCKS DR 03060 MILL BUTT JOINT MILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERS POPLAR PATH WOODBERRY DR 00+0 00+1 00+2 00+3 00+4 00+5 00+6 00+7 00+8 00+9 00+10 00+0 00+4 00+5 00+6 00+7 00+8 00+9 00+10 00+1140+11 Save: 2/26/2026 10:40 AM ohanson Plot: 2/26/2026 10:47 AM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofDATE: 2/26/2026 10:48 AM OHOHRM19001478 WOODBERRY DR2026 STREET IMPROVEMENTPROGRAMCITY OF DELAFIELD, WI WOODBERRY DR W DEVONSHIRE RD 03060 MILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERS POPLAR PATH WOODBERRY DR W DEVONSHIRE RD POPLAR PATH STOCKS DRMILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERSMILL BUTT JOINT MILL BUTT JOINT MILL BUTT JOINT MILL BUTT JOINTMILL BUTT JOINT 00 00+10 00+11 00+12 00+13 00+14 00+15 00+16 86+16 00+0 00+1 00+2 00+3 00+4 00+5 00+6 00+7 00+8 00+9 Save: 2/26/2026 10:40 AM ohanson Plot: 2/26/2026 10:48 AM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision IssueofDATE: 2/26/2026 10:48 AM OHOHRM19001488 WOODLAND PARK DR2026 STREET IMPROVEMENTPROGRAMCITY OF DELAFIELD, WI WOODLAND PARK DR CTH C 03060 MILL BUTT JOINT MILL BUTT JOINT WOODLAND PARK DR MILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERS MILL ASPHALT SURFACE AND SHOULDER AT 4-INCH DEPTHRESURFACE WITH- 2.5" 3 LT 58-28 S HMA- 1.5" 5 LT 58-28 S HMAPLACE 2-FOOT AGGREGATE SHOULDERS Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., N19 W24133 River wood Drive, Suite 160, Waukesha , WI 53188 262.646.6855 | 888.908.8166 fax | sehinc.com SEH is 100% employee -owned | Affirmative Action –Equal Opportunity Employer MEMORANDUM TO: Tom Hafner, PE FROM: Robbie Malzahn, PE DATE: February 26, 2026 RE: City Hall Steps Replacement - Bid Results SEH No. 183922 64.00 The purpose of this memorandum is to document that no bids were received for the City Hall Steps Replacement project during the most recent bidding period and to outline outreach efforts and potential next steps for moving the project forward. The City advertised the City Hall Steps Replacement project in accordance with standard public bidding requirements. At the close of the bidding period, 10:00 am, on Thursday, February 26, 2026, no bids were received. In addition to the standard public advertisement, efforts were made to encourage contractor participation. These efforts included outreach to contractors known to perform similar concrete and site improvement work. Despite these efforts, no contractors ultimately submitted bids. While interest was expressed, it did not translate into formal bid submissions. To move the project forward, the City may consider the following options: • Rebid the project with adjustments to bid schedule, phasing, or contract documents to improve contractor interest. • Modify the project scope to reduce complexity or cost, potentially making the project more attractive to a wider range of contractors. • Delay the project until market conditions improve and contractor availability increases. • Explore alternative delivery methods, such as negotiated contracts or smaller bid packages, if permitted by City policy and state statutes. City staff and the project team can review these options and provide recommendations for next steps based on City priorities, budget considerations, and desired timing. Please feel free to contact me with any questions or if additional information is needed. Thanks Robbie Malzahn, PE Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., 501 Maple Avenue, Delafield, WI 53018-9351 SEH is 100% employee-owned | sehinc.com | 262.646.6855 | 888.908.8166 fax MEMORANDUM TO: Public Works Committee FROM: Brian Pehl, City Engineering DATE: February 25, 2026 RE: Bil Bar Farmers Market Site Plan Improvements referred to PWC by PC on 1/28/26 SEH No. 176482 The Owner of the Property located at 345 Nashotah Road, where the currently Bil Bar business is located, is proposing to add a Farmer’s Market to the property and looking to have a Conditional Use approved for that purpose. The Site Plan was discussed at the January 28, 2026 Plan Commission meeting and a handful of items were referred to the Public Works Committee for consideration. Those items are: 1. Parking lot material and location  The current lot is mostly gravel and some equipment and vehicles are located within the ROW of Nashotah Road.  The City’s parking ordinance does state that off-site parking should be hard paved, but the Plan Commission can grant an exemption. The Owner is requesting that the parking lot be allowed to top coated with compacted asphalt milling material and markings be painted on the improved compacted asphalt milling material.  The PC has recommended that the lot be allowed to be left as crushed asphalt until Phase two of the project. The Owner has verbally agreed to improve the lot in the future if the Market is successful and they wish to continue the business. Per the CU, the applicant is required to present an annual update of operations, and this should allow for enforcing future parking lot improvement requirements. PWC Considerations/Discussion Points:  The existing lot be relocated so that no gravel or crushed asphalt material is located within the ROW of Nashotah Road and shaped to closely match the site plan provided for review.  The gravel parking lot be allowed to remain and improved with a top coating of crushed asphalt/asphalt millings (2-3 inches) and compacted to create a fresh appearance and allow the lot be marked, as shown on the site plan, on the compacted crushed asphalt. The area designated as trailer parking could be left as-is. The markings should be reviewed with the annual update required and refreshed as needed.  Require the lot to be paved with Phase 2 improvements. 2. Barricading of easternmost entrance to property during active hours of operation with a fence similar to the design presented in the meeting packet (not clear what fencing they are proposing to use).  It appears necessary to limit access to the westernmost entrance due to poor sight distance due to the hill located along the property, rising to the east. February 25, 2026 Page 2 PWC Considerations/Discussion Points:  Material and size of the barrier.  Marking and/or signage for barrier and entrance/exit.  Storage of barrier and signage (if required) during non-business hours. Other discussion points: 3. Emergency access to buildings  The Fire Department expressed concerns about access to the buildings and suggested requiring the drive that fronts the building (the plan is to raze the 2 old buildings and replace with one larger building) to be entirely paved. We feel that this should be a recommendation of the PWC. 4. Handicap Parking  Handicap parking was added to the updated site plan. a. Should require design of spaces to verify all ADA requirements for access are provided such as meeting proper slope requirements and eliminating barriers. b. Proper marking and signage be provided. See attached PC meeting minutes as reference. Plan Commission Agenda Wednesday, January 28, 2026 Page 2 of 7 Office: (262) 646-6220 - E-Mail: clerksoffice@ci.delafield.wi.us – www.cityofdelafield.com 1. No sign shall result in internal/external illumination of more than 40 footcandles when measured with a standard light meter held perpendicular to the sign face at a distance of 10” from the sign. All in favor. Motion carried. 7. Public Hearings: A. Public Hearing # 1 Topic: Conditional Use – Site Plan & Appearance Location: 345 Nashotah Road, DELC0743999008 Owner: William & Barbara L Knoff Joint Irrevocable Living Trust Applicant: Bonnie Knoff Matter: Conditional Use – Site Plan & Appearance Approval to operate a farmer’s market in accordance with Section 52-142(22) of the Zoning Ordinance, which allows artisan and craft workshops and studios as a Conditional Use. Bonnie Knoff, 200 Nashotah Rd, Delafield, WI, was present to speak. Bonnie spoke regarding her business plan for a seasonal six-month farmer’s market. Barrows detailed the site map and the buildings currently on the lot, with input from Knoff. Knoff detailed the proposed buildings for new structures. Barrows then discussed the various points of the Conditional Use application as presented in the packet. Mayor Aicher opened the Public Hearing #1 Citizen’s Comments at 7:15 p.m. Mary Daniel, 309 Wisconsin Ave, Delafield, WI, was present to speak. She spoke in favor of the plan. She thought it would preserve the rural farmland atmosphere. Hearing no one else who wished to speak, Public Hearing #1 Citizen’s Comments were closed at 7: 17 p.m. 8. Citizen Comments on items other than the Consent Agenda and Public Hearing Mayor Aicher opened Citizen’s Comments at 7:17 p.m. Hearing no one else who wished to speak, Citizen’s Comments were closed at 7: 17 p.m. 9. Unfinished Business: Discussion and possible action on the following items: A. DELC0743999008, 345 Nashotah Road. Owner: William & Barbara L Knoff Joint Irrevocable Living Trust. Applicant: Bonnie Knoff. Applicant requests Conditional Use – Site Plan and Appearance approval to operate a farmer’s market in accordance with Section 52-142(22) of the Zoning Ordinance, which allows artisan and craft workshops and studios as a Conditional Use. Bonnie Knoff, 200 Nashotah Rd, Nashotah, WI, was present to speak. Barrows summarized the application conditions as presented in the packet. Mayor commented on the property history and approach to this plan. Knoff wanted to carry on the stewardship of property like her parents have. Donavan asked for clarification whether the live music restriction is for indoor and outdoor music and if it applies to a DJ. Knoff said she doesn’t plan to use a DJ, and no music is planned for outside during the first phase of development. She mentioned possibly in the future having a guitarist inside. Barrows mentioned the future development of a subdivision in the area and being careful about sound amplification. Plan Commission Agenda Wednesday, January 28, 2026 Page 3 of 7 Office: (262) 646-6220 - E-Mail: clerksoffice@ci.delafield.wi.us – www.cityofdelafield.com Hausman asked what Public Works would review. Barrows stated the barricades at the entrance area as well as grading to accommodate drainage. Mayor asked for thoughts on the parking lot and whether the Commission preferred asphalt vs crushed gravel. Schult commented that paving it would be easier for snow removal. She agreed that parking s hould be 10 feet off the lot line and off the road right of way. Marek agreed that a gravel parking lot with snow is a problem. Knoff stated that initially it will be crushed asphalt. Barrows stated the main concern is if it has a lot of dust, and marking of the stalls and keeping them plowed. Knoff brought up what the Stone Bank Market did with planters down the center so there was an idea of how to maneuver the lot if it was snow covered. Mayor suggested they defer it to Public Works for parking lot approval for material and type of markings as well as the entrance and exits. Hausman suggested they recommend that Public Works reviews with a suggestion that it be paved in the second phase. Motion by Hausman, seconded by Cahalane, to recommend to the Common Council to approve the Conditional Use – Site Plan and Appearance application subject to compliance with the following conditions with attorney review: 1. This Conditional Use Permit is limited to Phase 1 improvements only, including the seasonal use of a reconstructed building that will replace Buildings # 5 and #6, for a seasonal farmer’s market. The applicant shall present an annual update of operations to Plan Commission. If it is determined that the use is no longer compatible with surrounding properties or the neighborhood, the City Council has the authority to revoke the Conditional Use Permit, upon recommendation by Plan Commission. 2. Prior to commencing any operations, the applicant shall submit a Site Plan and Appearance application for review and approval for the construction of a new building that will accommodate the farmer’s market use. The applicant shall include detailed plans f or all site plan improvements, including building plans, exterior lighting, landscaping, signage, and parking lot improvements. Plan Commission should determine if the parking lot can remain as crushed asphalt or if it shall consist of asphalt or concrete and whether the parking lot shall be relocated. 3. Prior to commencing any operations, the applicant shall submit a Business Plan of Operation application for review and approval that details the specific timeframe for seasonal use, hours of operation, number of employees, number of potential venders, interior layout of vender space, specific location and layout of food and beverage trucks and trailers, specific layout and location of port-a-johns, and any other relevant business operational details including special events or attractions. 4. The farmer’s market operation may include limited production and, or sale of arts, crafts, home furnishings, agricultural-related goods and other similar products. Any production of products shall take place entirely within an enclosed building. The applicant has indicated that sales will consist of seasonal vegetables, flowers, plants, honey, soaps, bakery, cheese, meat, essential oils, wreaths, jewelry, clothing, and related products. Plan Commission has the right to review the sale of any products not listed herein and prohibit the sale of items that do not meet the purpose and intent of an artisan and craft workshop or studio as defined in Section 52-142(22) of the Zoning Ordinance. 5. The existing Conditional Use Permit for the sale and service of trailers and lawn and garden equipment may remain. The City of Delafield reserves the right to revoke the trailer and equipment sales and service Conditional Use Permit at such time the applic ant proposes to Plan Commission Agenda Wednesday, January 28, 2026 Page 4 of 7 Office: (262) 646-6220 - E-Mail: clerksoffice@ci.delafield.wi.us – www.cityofdelafield.com amend the Conditional Use Permit to expand the market into Building # 4 or to expand the farmer’ s market to accommodate a year-round farmer’ s market operation. 6. There shall be no changes to the physical property boundaries of the property without an amendment to this Conditional Use Permit. The property must be a minimum of three acres in size. If the property is part of a future land division, the property subject to this Conditional Use Permit shall not be located in a subdivision as defined in Section 44-11 of the Subdivision Ordinance. 7. All applicable government licenses and permits shall be obtained prior to the sale of food or beverages, whether pre-packaged or made on-site. 8. No live or piped music is proposed nor permitted. If music is proposed in the future, an application to amend this Conditional Use Permit shall be submitted for consideration and all procedures for a Conditional Use Amendment followed. 9. There shall be no more than four food trucks and/or trailers on-site at a given time. The placement of food trucks and/or trailers on the property is limited to one Saturday per month from 9 am – 4:30 pm. There shall be no overnight storage of food trucks and/or trailers on the property. All food trucks and/or trailers shall be placed on the north side of the new building hidden from view of Nashotah Road and neighboring properties. 10. Until such time the applicant requests to install bathroom facilities, the applicant may have up to 3 port-a-johns with required wash stations located on the west side of the new building, located between the Lawnmower Shop and Building # 6. The port-a-johns shall be maintained on a regular basis. 11. Prior to commencing any operations, the Fire Department and Engineering Staff’ s comments shall be addressed. 12. No parking is allowed on Nashotah Road or within the Right-of-Way of Nashotah Road. 13. The easternmost entrance to the property shall be barricaded to block access during active hours of operation with a fence similar to the design presented in the meeting packet and subject to review and approval by Engineering Staff and the Public Works Department. 14. The surface of the parking lot shall be marked in accordance with all requirements of the Zoning Ordinance and Engineering requirements, and the surface type, markings and access shall be reviewed by Public Works Committee with a suggestion to leave the parking lot as crushed asphalt until Phase two. All in favor. Motion carried. 11. New Business Discussion and possible action on the following items: A. DELC0793014023, 615 N. Genesee Street. Owner: Hendricks Commercial Properties LLC. Applicant: Nitin Kadam. Applicant requests Business Plan of Operation and Permanent Signage approval to operate and advertise a business known as DexaFit. Bailey Zagrodnik, 1180 S. Opengate Ct, Oconomowoc, WI, representing Fast Signs, was present to speak. Barrows summarized the application for Business Plan of Operation and Permanent Signage as presented in the packet. She recommended approval but left it up to the Plan Commission to determine whether the external lighting is compatible with the downtown area. Schult asked if there are living quarters above the business. Barrows stated yes there is. Schult expressed concern about the location of the lights for the business sign shining upward. Barrows pointed out in the submitted photo that the lights currently face downward, but they plan on facing them upward. The latest they are open during the week is 6:00 p.m., with weekends being 4:00 p.m. Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri 40' NASHOTAH ROAD MISSION ROAD 40' 33'33' 33'33' SEC. 6, T7N, R18ECONC. MON. W/BRASS CAP FND.N=404,058.65E=2,421,460.07(WISCONSIN STATE PLANECOORDINATE SYSTEM,SOUTH ZONE)WEST LINE OF THE SW 1/4 SEC. 6, T7N, R18E---N 00°17'06" W 2634.90'--- SW CORNER, SW 1/4SEC. 6, T7N, R18ECONC. MON. W/BRASS CAP FND.N=401,424.04E=2,421,473.18(WISCONSIN STATE PLANECOORDINATE SYSTEM,SOUTH ZONE)EL. = 890.46 1208.51'N00°17'06"W 631.41' N75°46'32"E 490.06' N89°42'54"E 279.37' S00°17'06"E 472.92' ARC=804.11'RAD=19457.05'CHD=804.05'CHB=S69°35'53"W LOT 4 C.S.M. No. 11513OWNER: SCHWAAB FAMILY LLCTAK KEY: SUMT 0580999009ADDRESS: 34378 NASHOTAH ROAD LOT 1 CSM No. 11659435,600 SQ. FT.10.0000 ACRES 16.2'10.1'EXIST.SHED30.5'72.0' 48.0'40.0' 77.6'49.9' 31.6'72.0' 45.1'79.9' 90.2' 78.4'41.7' 48.0'8.5'15.5'30.7' EXIST.PORCH 32.5'49.0'24.2'1.7'18.6'24.6'10.3'26.1'EXIST.DECK N 00°17'06" W 794.98'CITY OF DELAFIELDVILLAGE OF SUMMIT EXISTING 20' WIDESANITARY SEWER EASEMENT(PER DOC. No. 4321972)40'20'10'EXISTING 10' WIDE TEMPORARYCONSTRUCTION EASEMENT(TO BE TERMINATEDUPON THE INSTALLATIONOF SANITARY SEWER)(PER DOC. No. 4321972) 46.3' 241.3' 95.1' 247.5' 50.2' 41.6' LOT 3 C.S.M. No. 11513OWNER: SCHWAAB FAMILY LLCTAK KEY: SUMT 0580999003ADDRESS: 34217 NASHOTAH ROAD OWNER: WILLIAM R KNOFF ANDBARBARA L KNOFF JOINTIRREVOCABLE LIVING TRUSTTAK KEY: DELC 0743999008ADDRESS: 345 NASHOTAH ROAD OUTLOT 6 HAWTHORN FARMOWNER: CITY OF DELAFIELDTAK KEY: DELC 0742059 OUTLOT 7 HAWTHORN FARM ADDITION No. 1OWNER: LOT OWNERS OF HAWTHORN FARM ADDITION No. 1TAK KEY: DELC 0742073 OUTLOT 4 HAWTHORN FARMOWNER: HAWTHORN DEVELOPMENT, INCTAK KEY: DELC 0742057 OUTLOT 4 HAWTHORN FARMOWNER: HAWTHORN DEVELOPMENT, INCTAK KEY: DELC 0742057 MARKET MARKET 5.5'24.2'10.7' 20.0MARKET/COFFEE SHOPEXIST.OFFICE EXIST.RESIDENCE TRAILERSHOPLAWNMOWERSHOP TRAILER PARKING AREA(44 STALLS) PARKING AREA FOR MARKET(40 STALLS) 10.0' 10.0' 45.0' PROPOSED BARRICADES TO BLOCKDRIVEWAY DURING MARKET HOURS TEMPORARY PORT-A-JOHN(3 UNITS WITH WASHSTATION)TEMPORARY FOODTRUCK LOCATION 9.0'20.0'PARKING STALLS SHOWNARE 9'X20' (TYP)29.0' 25.0' 27.0'29.0' 5.0' 24.0' 10.0' PARKING STALLS FORMARKET (6 STALLS) PARKING STALLS FORMARKET (9 STALLS) 12.0' 12.0' 10.0' 8.0' 5.0' 5.0'8.0' ADA PARKING STALLSSHOWN ARE 8'X20' (TYP)(5 STALLS)20.0'22.3' 6 VICINITY SKETCHSCALE: 1" = 4000'SECTION 6, T7N, R18E 1 NASHOTAH RD NASHOTAH RDN SAWYER RDC P RAIL SYSTEM H.W.Y. "16"WISCONSIN AVE LAKELAND DR FORESTLAKE MISSION RD PROJECTSITE LEGAL DESCRIPTION:Lot 1 of Certified Survey Map No. 11659, in the Northwest 1/4 and theSouthwest 1/4 of the Southwest 1/4 of Section 6, Township 7 North,Range 18 East, City of Delafield, Waukesha County, Wisconsin.ADDRESS: 345 NASHOTAH ROADTAX KEY NUMBER: DELC 0743999008 © COPYRIGHT 2021 REVISIONSSHEET PEG JOB No.PEG PMDATESCALE PINNACLE ENGINEERING GROUP PINNACLE ENGINEERING GROUP www.pinnacle-engr.com WISCONSIN OFFICE:20725 WATERTOWN ROAD SUITE 100BROOKFIELD, WI 53186(262)754-8888 ENGINEERING I NATURAL RESOURCES I SURVEYING PLAN I DESIGN I DELIVER CHICAGO I MILWAUKEE : NATIONWIDE www.pinnacle-engr.com LOT 1 OF C.S.M. NO. 11659, IN THE NW 1/4 & AND THE SW 1/4 OF THE SW 1/4SEC. 6, T7N, R18E, CITY OF DELAFIELD, WAUKESHA COUNTY, WISCONSINLOT 1 C.S.M. No. 116591ADDITIONAL PARKING / ADA 02-23-26 NORTH 111=50'10-20-2025ASZ757.00B 1" = 50'0100' GRAPHICAL SCALE (FEET) PROPOSED SITE PLAN PROPOSED SITE PLAN NOTE: The location and size of theunderground structures and utilitiesshown hereon have been located toa reasonable degree of accuracy,but the Engineer and/or Surveyordoes not guarantee their exactlocation or the location of othersnot shown.Contact Diggers Hotline, Inc., Etc. REFERENCE BEARING: THE WEST LINE OF THE SOUTHWESTQUARTER (SW 1/4) OF SECTION 6, TOWN 7 NORTH, RANGE 18EAST WAS USED AS THE REFERENCE BEARING AND HAS ABEARING OF N 00°17'06" W BASED ON THE WISCONSIN STATEPLANE COORDINATE SYSTEM, SOUTH ZONE (NAD 27).REFERENCE BENCHMARK: 890.46 (NGVD 29) THE TOP OF ACONCRETE MONUMENT WITH BRASS CAP MARKING THESOUTHWEST CORNER OF THE SOUTHWEST QUARTER (SW 1/4)OF SECTION 6, TOWN 7 NORTH, RANGE 18 EAST. OWNER/APPLICANT: WILLIAM R. KNOFF AND BARBARA L. KNOFFJOINT IRREVOCABLE LIVING TRUSTATTN:BONNIE KNOFF345 Nahotah RoadNashotah, WI 53058-9576Surveyor/Engineer:PINNACLE ENGINEERING GROUPJohn Konopacki, PLSAnthony Zanon, PE20725 WATERTOWN ROAD I SUITE 100BROOKFIELD, WI 53186OFFICE: (262) 754-8888EMAIL: tony.zanon@pinnacle-engr.comWWW.PINNACLE-ENGR.COM Construction Cost Estimate 2026 Genesee Street Crosswalk City of Delafield SEH No.: DELAF 190015 Item No. Description Unit Quantity Unit Price Total Genesee Street Crosswalk Item No. Description Unit QTY Unit Price Total 204.0150 Remove Concrete Ribbons and Crosswalk LS 1 2,500.00$ 2,500.00$ 305.0110 Base Aggregate Dense 3/4" TN 10 75.00$ 750.00$ 305.0120 Base Aggregate Dense 1-1/4" TN 20 75.00$ 1,500.00$ 460.5225 HMA Pavement 5 LT 58-28 S (5") TN 15 150.00 $ 2,250.00$ 643.5000 Traffic Control LS 1 2,000.00 $ 2,000.00$ 999.0100 TrafficScape TrafficPattern XDG 12-101 Crosswalk SF 360 30.00 $ 10,800.00$ Subtotal, Genesee Street Crosswalk 19,800.00$ Total Construction 19,800.00$ Contingency (5%) 990.00$ Engineering and Construction Management 5,379.00$ Overall Project Costs 26,169.00$ City Budget 32,374.00$ February 25, 2026 Short Elliott Hendrickson Inc. Page 1 of 1 Save: 2/26/2026 12:06 PM ohanson Plot: 2/26/2026 12:59 PM x:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwgCITY ENGINEERROBERT MALZAHN, P.E.SEH, INC.N19 W24133 RIVERWOOD DRSUITE 160WAUKESHA, WI 53188PHONE (414) 949-8946CITY ADMINISTRATORTHOMAS HAFNERPHONE (262) 303-4626DPW SUPERINTENDENTPAUL ZELLNERPHONE (262) 303-4627DATE: 2/26/2026 PROJECT SITE LOCATION MAP CROSSWALK·GENESEE STREETCITY OF DELAFIELDWAUKESHA COUNTY 13190015 NOTE:THE SUBSURFACE UTILITY QUALITY INFORMATION IN THIS PLAN IS LEVEL D.THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THEGUIDELINES OF CI/ASCE 38-02 ENTITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR SHALL CALL THE WISCONSIN ONE CALL SYSTEM AT811 BEFORE COMMENCING EXCAVATION.PROJECT NO.Know what'sbelow.before you dig.Call R INDEX SIGN (NON STREET NAME)EDGE OF WOODED AREABUSH / SHRUB AND STUMPDECIDUOUS AND CONIFEROUS TREEBUILDINGRAILROAD TRACKSSTREET NAME SIGN FENCE (UNIDENTIFIED) SANITARY SEWER SERVICE & CLEANOUT TRAFFIC SIGNAL WATER SERVICE AND CURB STOP BOXWATER MAIN, HYDRANT, VALVE AND MANHOLESTORM SEWER, MANHOLE AND CATCH BASINSANITARY SEWER AND MANHOLEPERMANENT EASEMENTSOIL BORING LIGHT POLEOVERHEAD WIRE, POLE AND GUY WIREGAS MAIN, VALVE, VENT AND METER BURIED TV CABLE, PEDESTAL AND MANHOLE IIFM> CULVERT AND APRON ENDWALLFORCE MAIN AND LIFT STATIONRIGHT OF WAYEXISTING P-BURETTGG # X6"6" CO BURIED PHONE CABLE, PEDESTAL AND MANHOLEBURIED FIBER OPTIC CABLE AND MANHOLEFOP-OHP-OHTV-BURTVG XBARBED WIRE FENCEXCCHAIN LINK FENCEXEELECTRIC WIRE FENCEXWDWOOD FENCEXWWWOVEN WIRE FENCEPLATE BEAM GUARDRAILCABLE GUARDRAIL T-BUR WETLANDWET HH PROPERTY LINE >>HANDHOLE POST / BOLLARDRETAINING WALL HORIZONTAL CONTROL POINTBENCHMARKSURVEY MARKER XX" GLIFT TV P E XX EBURIED ELECTRIC CABLE, PEDESTAL, MANHOLE,TRANSFORMER AND METER STWSBM 6+00 >>>I PROPOSEDFMSTORM SEWER, MANHOLE AND CATCH BASINDRAIN TILECULVERT AND APRON ENDWALLDITCH / SWALESANITARY SERVICE AND CLEANOUTRIGHT-OF-WAYTEMPORARY EASEMENTPERMANENT EASEMENTWATER SERVICE AND CURB STOP BOXSANITARY SEWER, BULKHEAD AND MANHOLEWATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVEFORCE MAINCOSTREET CENTERLINECONSTRUCTION LIMITSWATER VALVE MANHOLE, REDUCER, BEND AND CROSSRIPRAPSTREET NAME SIGNSIGN (NON STREET NAME)RETAINING WALL>>> S STW ofPHONE: 262.646.6855N19 W24133 RIVERWOOD DRIVESUITE 160WAUKESHA, WI 53188www.sehinc.com CONSTRUCTION PLANS FOR2026 GENESEE STREET CROSSWALKCITY OF DELAFIELD, WISheetNumberSheet Title1TITLE SHEET2DETAILS3GENESEE STCROSSWALK Save: 2/26/2026 1:19 PM ohanson Plot: 2/26/2026 3:43 PM X:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision Issueof DATE: 2/26/2026 3:43 PM ANTICIPATED CONSTRUCTION SEQUENCING:1.TRAFFIC CONTROL, BARRELS, AND SIGNAGE.2.REMOVE CROSSWALK, RIBBONS, AND EXISTING BASE COURSE.3.PLACE 1-1/4" BASE AGGREGATE.4.PLACE 3/4" BASE AGGREGATE.5.PAVE 5" 5 LT 58-28 S IN 2 COMPACTED LIFTS ; 3" LOWER LIFT, 2" UPPER LIFT6.INSTALL TRAFFICSCAPE TRAFFICPATTERN XDG-12-101CROSSWALK. OHOHRM19001523 DETAILSGENESEE STREET CROSSWALKCITY OF DELAFIELD, WI GENERAL PAVING NOTES:1.STANDARD SPECIFICATIONS: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF STATE OF WISCONSIN STANDARD SPECIFICATIONS FOR HIGHWAYAND STRUCTURE CONSTRUCTION, LATEST EDITION, INCLUDING ALL SUPPLEMENTAL SPECIFICATIONS AND REVISIONS, TO DATE, OR UNLESS OTHERWISE SPECIFIED IN THECITY OF DELAFIELD SPECIFICATIONS. 2.PREPARE THE FOUNDATION BY EXCAVATING TO THE CROSS SECTION SHOWN ON THE PLANS. REMOVE ALL UNSUITABLE MATERIAL AND COMPACT SUB-GRADE & CRUSHEDSTONE AGGREGATE BASE COURSE TO A FIRM, TRUE SURFACE.3.CRUSHED AGGREGATE BASE COURSE:A.BASE COURSE THICKNESS AND COMPOSITION SHALL BE AS SHOWN ON THE TYPICAL SECTION STANDARD DETAILS.B.CRUSHED LIMESTONE MAY BE SUBSTITUTED FOR CRUSHED GRAVEL ONLY UPON APPROVAL OF THE CITY ENGINEER.5.HOT MIX ASPHALT PAVEMENT:A.BINDER COURSE SHALL BE TYPE 3 LT 58-28 S, UNLESS OTHERWISE SPECIFIED. B.SURFACE COURSE SHALL BE TYPE 5 LT 58-28 S, UNLESS OTHERWISE SPECIFIED. C.MINIMUM REQUIRED DENSITY SHALL BE IN ACCORDANCE WITH CHAPTER 460 OF THE WISDOT STANDARD SPECIFICATIONS.D.BINDER COURSE SHALL BE A MINIMUM 3" THICK FOR INDUSTRIAL STREETS OR AS DESCRIBED IN THE BIDDING/SPECIFICATION DOCUMENTS.E.TACKCOAT NOT REQUIRED IF BINDER AND SURFACE COURSES ARE PLACED IN THE SAME DAY. TRAFFICSCAPE TRAFFICPATTERN XD 10'8' COLONIAL BRICK/REDBRICK COLOR 8'DIAGONALHERRINGBONEPATTERNXDG-12-101.SAND/SONOMA SANDCOLOR 1' RIBBONS ONEITHER SIDE OF BRICKPATTERN Save: 2/26/2026 1:19 PM ohanson Plot: 2/26/2026 3:49 PM X:\AE\D\DELAF\190014\5-final-dsgn\51-drawings\10-Civil\cad\dwg\sheet\190014_DELAF_2026_SIP..dwg Rev.#Designed ByDrawn ByChecked ByDescriptionDate SEH ProjectRevision IssueRev.#DescriptionDateRevision Issueof DATE: 2/26/2026 3:49 PM OHOHRM19001533 GENESEE ST CROSSWALKGENESEE STREET CROSSWALKCITY OF DELAFIELD, WI WALKING PATH GENESEE ST 0510 WALKING PATH SAWCUT AND REMOVE EXISTING PAVEMENT,CONCRETE RIBBONS, BRICKS AND BASE AGGREGATE.PLACE AND COMPACT 8" OF 1-1/4" AND 4" OF 3/4"BASE AGGREGATE DENSE.REPAVE WITH 5" 5 LT 58-28 S HMAIN 2 COMPACTED LIFTS; 3" LOWER LIFT 2" UPPER LIFTINSTALL TRAFFICSCAPE TRAFFICPATTERNXD 12-101 STAMPED ASPHALT CROSSWALK.