Regular Meeting

CITY OF DELAFIELD MEETING AGENDA PUBLIC WORKS COMMITTEE Chair: Dan Jashinsky Members: Art Baumann, Jeremy Craven, James Kebisek, Ald. George Pavin, Daniel Scardino, Matt Scherer June 3, 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 May 6, 2026, Regular Meeting. 5. City of Delafield Citizen Comments 6. Unfinished Business 7. New Business A. Update regarding the WisDOT Genesee Street/CTH “C” Bridge Replacement Project currently scheduled for construction in 2029, followed by discussion and possible action to make a recommendation to the Common Council regarding Community Sensitive Design (CSD) decorative elements to be incorporated into the bridge design. B. Discussion and possible action regarding driveway width requirements at St. Michaels Anglican Church. 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: July 1, 2026 ii. Meeting Submittal Deadline: June 3, 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. 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 participate 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: 5/29/2026 X City Hall Bulleting Board X Website X Notified Media Bridge Design Concept Meeting 1060-21-02/72 IH 94 East West Freeway Genesee Street County C Bridge Waukesha County May 14, 2026 Alternative Bridge Typical Sections ALT #1: NO SIDEWALK ON BRIDGE FINISHED TYPICAL SECTION - CTH C/GENESEE STREET STA 98'SB'+90 - 100'SB’+69 STA 98'NB'+87 - 100'NB'+66 ALT #2: SIDEWALK ON EAST SIDE OF BRIDGE FINISHED TYPICAL SECTION - CTH C/GENESEE STREET STA 98'SB'+90 - 100'SB’+69 STA 98'NB'+87 - 100'NB'+66 Estimated Cost for Sidewalk on Bridge Additional Structural Cost Adding Sidewalk on East side of Structure +$158,500 Additional Roadway Cost Adding Sidewalk from Poplar Path to Indian Spring Drive +$32,000 Total Locals Additional Cost = $190,500 *Sidewalk will not be installed on the bridge deck unless locals agree to install and maintain sidewalk Example of Decorative Bridge Fences – Summit Ave Bottom Side View Top Side View Example of Decorative Bridge Fences – Hwy 100 Bottom Side View Top Side View Example of Decorative Bridge Fences – 76th Street Bottom Side View Top Side View Example of Decorative Bridge Fences – Good Hope Rd Bottom Side View Top Side View Example of Decorative Bridge Fences – Hwy G Bottom Side View Top Side View Full Project Schedule Operational Planning Meeting Jan 2025 Final Scoping Certification Feb 2025 Local Officials Meeting January 2025 Public Involvement Early Summer 2026 Environmental Document Late Summer 2026 Design Study Report Spring 2027 DT1078 Begin Summer 2027 Final Design Complete May 1, 2028 LET Sep 12, 2028 Construction 2029 Engineers | Architects | Planners | Scientists Short Elliott Hendrickson Inc., N19 W24133 Riverwood Drive , Suite 160. Waukesha, WI 53 188 262.646.6855 | 888.908.8166 fax | sehinc.com SEH is 100% employee -owned | Affirmative Action– Equal Opportunity Employer May 28, 2026 RE: St. Michaels Anglican Church Classroom Building Site Improvements Plan Review SEH No. DELAF 176550 Task 61 Ms. Amy Barrows City Planner City of Delafield 500 Genesee Street Delafield, WI 53018 Dear Ms. Barrows: We have completed our private development review of the updated final site plans submitted for the above-referenced project. This review is based on the plans and materials submitted by the Applicant on May 26, 2026, which consisted of only civil drawings (dated May 22nd) from MSA Engineering. The review is intended to verify completion of previously identified review comments. Please find below our new review comments: Title Sheet: • No title sheet was provided with submittal. Final plans need to be stamped and signed by professional preparer. Site Plan (Sheet C102): • Rear patio information should be detailed in civil drawings. Plans to be revised to show rear patio material type. Site Plan (Sheet C103): • Plans to be revised to show proposed utilities for proposed building including materials, sizes and slopes. • Property driveway shall not exceed 30-foot width at right-of-way line (ROW); plan to be revised to meet maximum driveway width requirements. Driveway width requirements will be further discussed at the upcoming City Public Works Committee meeting. Also, please note that recently it was discovered that this segment of Genesee Street/CTH C falls under Waukesha County jurisdiction, so for any driveway opening improvements between the ROW and roadway the County may have other requirements to consider. • For consistency, the final pavement grades should be shown for ADA stalls on the handicap stalls along the southern parking lot limits closest to the proposed classroom building, like shown with the other ADA stalls on-site. • Plans to be revised to show rear patio material type. St. Michaels Anglican Church May 28, 2026 Page 2 Site Plan (Sheet C104): • The proposed swale slope does not meet the minimum requirement 0.5-percent for WDNR Technical Standard #1005. Also, swale slopes less than 1-percent with infiltration rates below 0.13 inches/hour must be planted with wet-tolerant vegetation. Plans to be revised to meet minimum technical standards and provide any supporting infiltration rates for site, as necessary. • Plans to be revised to show final grades and rear patio material type. General Conditions: • A City erosion control plan will be required. • Since the site does not trigger the need for stormwater management because impervious surface additions are less than 0.5 acres, we do not recommend a stormwater management plan be prepared. • We recommend the City require maintenance of the existing depressed drainage area and a long-term maintenance agreement completed. Currently, the area is overgrown with woody vegetation, piled debris and areas of erosion occurring. There are several larger trees within the depressed area that may not be preferred but could potentially remain since removing them could be more problematic than leaving them in place. Requiring a long-term maintenance agreement would require maintenance of the drainage area, routine inspections, and give the City the ability to inspect and enforce maintenance. A storm water maintenance agreement template can be provided to the applicant upon request. Please contact our office if you have any questions regarding this review. Sincerely, SHORT ELLIOTT HENDICKSON INC. Robbie Malzahn, PE (WI) City Engineer c: Tom Hafner, PE – City DPW and Administrator Matt Fennig – Fire Dept. Brian Pehl, PE – SEH Brad Embry – St. Michaels Anglican Church x:\ae\d\delaf\176550\task 61 - st. michaels church plan review - 2026-01-859\corr\review letters\176550 task 61 - st. michaels_final site improvements plan review_2026-05- 12.docx DETAILS 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236220 industrial boulevard, suite 101, austin, texas 78745327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 851 1900t 319 233 1163PLUNKETT RAYSICHARCHITECTS, LLP SHEET NO:JOB NO:DATE: REVISIONS: 6 A B C D E 5 4 3 2 104/08/2025 8:00 A.M.250208-02G501CLASSROOM BUILDING SITE DESIGN2565 N GENESEE ST, DELAFIELD, WI DRAWN BY: MSA05/22/2026ST. MICHAELS ANGLICAN CHURCH© 2025 PLUNKETT RAYSICH ARCHITECTS, LLP FLOW DIRECTION FLOW DIRECTION(WHEN REQUIRED BY THE ENGINEER) FLOW DIRECTION1 FLOW NOTE:ADDITIONAL POST DEPTH OR TIE BACKS MAYBE REQUIRED IN UNSTABLE SOILS.* 8'-0" POST SPACING ALLOWED IF A WOVENGEOTEXTILE FABRIC IS USED, OR IF THE SILTFENCE IS FACTORY ASSEMBLED.ATTACH THE FABRIC TO THE POSTS WITHWIRE STAPLES OR WOODEN LATH AND NAILS. GENERAL NOTES1.TRENCH SHALL BE A MINIMUM OF 4" WIDE & 6" DEEP TO BURY AND ANCHOR THEGEOTEXTILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACTTRENCH WITH EXCAVATED SOIL.2.WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 18" x 1 18" OF OAK OR HICKORY.3.CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTINGLENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THEFOLLOWING TWO METHODS: A) TWIST METHOD -- OVERLAP THE END POSTS ANDTWIST, OR ROTATE, AT LEAST 180 DEGREES, B) HOOK METHOD -- HOOK THE ENDOF EACH SILT FENCE LENGTH. SILT FENCE TRENCH DETAIL SILT FENCE TIE BACK 2 1 FLOW DIRECTION JOINING TWO LENGTHS OF SILT FENCE FLOW DIRECTIONTWIST METHOD HOOK METHOD3 ANCHOR STAKEMIN. 18" LONG TIEBACK BETWEENFENCE POST AND ANCHORSILTFENCE GEOTEXTILEFABRICWOOD POSTWOOD POSTGEOTEXTILEFABRIC 7' MIN.2' MIN. WOOD POSTGEOTEXTILEFABRICWOOD POSTGEOTEXTILEFABRIC GEOTEXTILEFABRICWOOD POST GEOTEXTILEFABRICEXCESSFABRIC GEOTEXTILEFABRIC ONLYBACKFILL & COMPACTTRENCH WITHEXCAVATED SOIL SUPPORT CORDGEOTEXTILEFABRIC FOLD 3" MAX.WOOD POSTSLENGTH 4'-0" MIN.2'-0" MIN. DEPTHIN GROUND2'-0"3'-0" MAX.*3'-0" MAX.*3'-0" MAX.*3'-0" MAX.* CONSTRUCTION SITEEROSION CONTROL REQUIREMENTS1.SECTION NR216.46 OF WISCONSIN STATE ADMINISTRATIVE CODE IDENTIFIES REQUIREMENTSFOR CONSTRUCTION SITE AND POST-CONSTRUCTION EROSION CONTROL. IT IS THE INTENTOF THESE PLANS TO SATISFY THESE REQUIREMENTS. THE METHODS AND STRUCTURES USEDTO CONTROL EROSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTORSHALL IMPLEMENT AN APPROPRIATE MEANS OF CONTROLLING EROSION DURING SITE OPERATIONAND UNTIL THE VEGETATION IS RE-ESTABLISHED. ADJUSTMENTS TO THE CONTROL SYSTEMSHALL BE MADE AS REQUIRED.2.ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE WISCONSIN DNR'SCONSERVATION PRACTICE STANDARDS. THESE STANDARDS ARE PERIODICALLY UPDATED ANDIT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND REFERENCE THE MOST RECENTLYRELEASED STANDARD.3.THIS INFORMATION IS ONLY ONE PART OF THE OVERALL EROSION CONTROL REQUIREMENTS.ADDITIONAL REQUIREMENTS MAY ALSO BE SHOWN ON THE CONTRACT DRAWINGS AND IN THEACCOMPANYING SPECIFICATIONS.4.ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE ORLOCAL INSPECTORS, OR THE OWNER'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS.5.THE AREA OF EROSIVE LAND EXPOSED TO THE ELEMENTS BY GRUBBING, EXCAVATION,TRENCHING, BORROW AND FILL OPERATIONS AT ANY ONE TIME SHALL BE MINIMIZEDTO THE MAXIMUM EXTENT PRACTICABLE. FOR ANY DISTURBED AREA THAT REMAINSINACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADING WORK EXTENDSBEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARYSTABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING.ALL DISTURBED AREAS SHALL BE TREATED WITH PERMANENT STABILIZATION MEASURES WITHIN3 WORKING DAYS OF FINAL GRADING.6.ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTEDAT LEAST WEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN HAS OCCURRED.ALL NECESSARY REPAIR AND MAINTENANCE WILL BE DONE AT THIS INSPECTION TIME.7.ALL EROSION CONTROL DEVICES AND/OR STRUCTURES SHALL BE PROPERLY INSTALLED PRIORTO CLEARING AND GRUBBING OPERATIONS WITHIN THEIR RESPECTIVE DRAINAGE AREAS.THESE SHALL BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATIONIS RE-ESTABLISHED.8.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED PRIOR TO ANY SOIL DISTURBANCE.9.ANY SLOPES STEEPER THAN 4H:1V SHALL BE STAKED WITH EROSION CONTROL FABRIC UNLESSINDICATED ON THE PLAN.10.ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES,WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OFAND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND.11.WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH,OR A TACKING AGENT MAY BE REQUIRED TO PROTECT NEARBY RESIDENCES AND WATER RESOURCES.12.CHANNELIZED RUNOFF ENTERING THE PROJECT SITE FROM ADJOINING LANDS SHALL BEDIVERTED THROUGH NATURALLY OR ARTIFICIALLY EROSION-RESISTANT CONVEYANCES. IFCHANNELIZED RUNOFF CANNOT BE DIVERTED, SITE BEST MANAGEMENT PRACTICES MUST ACCOUNTFOR THE ADDITIONAL FLOW RATES AND EROSION POTENTIAL THAT SUCH RUNOFF PRESENTS.13.THE CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS TO PREVENT SOILS FROM BEINGTRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. PAVED SURFACES ADJACENT TO CONSTRUCTIONSITE VEHICLE ACCESS SHALL BE SWEPT AND/OR SCRAPED (NOT FLUSHED) PERIODICALLY TOREMOVE SOIL, DIRT, AND/OR DUST.14.EROSION CONTROLS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF TEMPORARY STOCKPILES.ANY SOIL STOCKPILE THAT REMAINS FOR MORE THAN 30 DAYS SHALL BE COVERED OR TREATEDWITH STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING.ALL STOCK PILES SHALL BE PLACED AT LEAST 75 FEET FROM STREAMS OR WETLANDS.15.ADDITIONAL EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER,WATER MAIN, ETC.) SHALL INCLUDE THE FOLLOWING:a. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH.b. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE CONSTRUCTION.c. DISCHARGE OF TRENCH WATER OR DEWATERING EFFLUENT MUST BE PROPERLY TREATEDTO REMOVE SEDIMENT IN ACCORDANCE WITH THE WDNR CONSERVATION PRACTICESTANDARD 1061 - DEWATERING OR A SUBSEQUENT WDNR DEWATERING STANDARD PRIORTO DISCHARGE INTO A STORM SEWER, DITCH, DRAINAGEWAY, OR WETLAND OR LAKE.16.ALL DRAINAGE CULVERTS, STORM DRAIN INLETS, MANHOLES, OR ANY OTHER EXISTING STRUCTURESTHAT COULD BE DAMAGED BY SEDIMENTATION SHALL BE PROTECTED ACCORDING TO THE VARIOUSMETHODS PROVIDED IN THE PRINTED CONSERVATION PRACTICE STANDARDS.17.ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR STABILIZATION MUST BEREPAIRED AND THE STABILIZATION WORK REDONE.18.THE FIRST SIX WEEKS AFTER INITIAL STABILIZATION, ALL NEWLY SEEDED AND MULCHED AREAS SHALLWATERED WHENEVER 7 DAYS ELAPSE WITHOUT A RAIN EVENT.19.WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS,TEMPORARY BMP'S SUCH AS SILT FENCES, STRAW BALES, AND SEDIMENT TRAPS SHALL BE REMOVEDAND THESE AREAS STABILIZED.20.ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED.21.ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED AND MULCH UNLESSOTHERWISE SPECIFIED. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE APPLIED TO ALLAREAS TO BE SEEDED OR SODDED. FLOW1 SEDIMENT LOGNO SCALESTRAW OR WOOD FIBER 6"-7'' DIA.ROLL ENCLOSED IN PLASTIC ORPOLYESTER NETTING2''X2''X18'' LONG WOODEN STAKESAT 2'-0'' SPACING. DRIVE THROUGHNETTING AND FIBER ROLL.8'', 11 GA. STAPLESSPACED 1'-0'' ONCENTER CATEGORY 3 EROSIONCONTROL BLANKET(SPEC. 3885)4''X4'' TRENCH BACKFILLEDOVER EROSION CONTROLBLANKET (SPEC. 3885)POINT ''B''POINT ''A''12' MIN.BLANKETS MUSTOVERLAP BY 4" PROGRESS SET LEGEND BURIED ELECTRIC EXISTING WATER MAIN, VALVE & HYDRANTEXISTING WATER SERVICE & CURB STOPPROPOSED WATER MAIN, VALVE, & HYDRANTPROPOSED WATER SERVICE & CURB STOPEXISTING SANITARY SEWER & MANHOLEEXISTING STORM SEWER & INLETPROPOSED STORM SEWER & INLETPROPOSED SANITARY SEWER & MANHOLEBURIED CABLE TELEVISIONBURIED TELEPHONEBURIED FIBER OPTICSEXISTING CURB & GUTTERPROPOSED CURB & GUTTEREXISTING SIDEWALKPROPOSED SIDEWALKEXISTING CULVERT PIPEFENCE LINE EXISTING FORCEMAINBURIED GAS & VALVE EXISTING WATER MAIN UTILITY POLE & GUYSOIL BORINGLIGHT POLEPEDESTALSTREET SIGNTREE - CONIFEROUS SILT FENCEPROPERTY LINEIRON PIPE MAILBOXTREE TO BE REMOVEDTREE - DECIDUOUS CONTROL POINTTREE LINERIGHT-OF-WAYBASELINE FLAGPOLE DRAINAGE ARROW RAILROAD TRACKSPROPOSED CULVERT PIPE IRON ROD OVERHEAD UTILITY BENCHMARK1000.00 <PROPOSED STORM SEWER & MANHOLE DETAILS 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236220 industrial boulevard, suite 101, austin, texas 78745327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 851 1900t 319 233 1163PLUNKETT RAYSICHARCHITECTS, LLP SHEET NO:JOB NO:DATE: REVISIONS: 6 A B C D E 5 4 3 2 104/08/2025 8:00 A.M.250208-02G502CLASSROOM BUILDING SITE DESIGN2565 N GENESEE ST, DELAFIELD, WI DRAWN BY: MSA05/22/2026ST. MICHAELS ANGLICAN CHURCH© 2025 PLUNKETT RAYSICH ARCHITECTS, LLPPROGRESS SET CONCRETE PATIO TYPICAL SECTIONNOT TO SCALE DENSE GRADED BASE, 1-1/4-INCH4-INCH THICKCONCRETE PAD 4-INCHTHICKEXISTING SUBGRADE 16'2.0 - 5.0% LONGITUDINALSLOPE AWAY FROM BUILDING (TYP.)2.0% MIN. CROSS SLOPE ASPHALT PAVEMENT SECTION NO SCALE 3"2'-5"12"6"2 45 3B13A 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, ANDSEED.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITHAPPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THEBLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12"(30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOILWITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.3.ROLL THE BLANKETS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITHAPPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACEBY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5 CM-12.5 CM) OVERLAPDEPENDING ON BLANKET TYPE.5.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH ANAPPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APARTACROSS ENTIRE BLANKET WIDTH.NOTE:*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BENECESSARY TO PROPERLY SECURE THE BLANKETS.EROSION CONTROL BLANKET DETAILNO SCALE 6" VEHICLE TRACKING PADNO SCALEUNDISTURBED HARD SURFACE PUBLIC ROADLIMIT OF DISTURBANCE 20' MIN.50' MIN.12"3"-6" WASHED ROCK TOPSOILSUBSOILSTRAW MULCH OR EROSIONCONTROL BLANKET AS SPECIFIEDSPECIFIED SEED MIX ANDFERTILIZER APPLIED ATSPECIFIED RATESCARIFY SUBSOIL TO PROMOTEROOT PENETRATION 4" MIN.TOPSOIL AND SEEDING DETAILNO SCALE 4 LT 58-28S (3.5-INCH DEPTH - TWO LIFTS) EXISTING PARKING LOT BARRIER FREE SIGNAGENO SCALE INTERNATIONAL SYMBOL OF ACCESSNO SCALE ACCESSIBLE PARKING STALLNO SCALE RESERVEDPARKINGTHIS SPACEVEHICLES WITHVET OR DIS PLATES ORSTATE DISABLED CARDVANACCESSIBLE GENERAL NOTES:1.DETAILS OF INSTALLATION, MATERIALS ANDWORKMANSHIP NOT SHOWN ON THIS DRAWINGSHALL CONFORM TO THE PERTINENTREQUIREMENTS OF THE SPECIFICATIONS.2.A DETAILED DRAWING OF THE DISABLED PARKINGSYMBOL IS ILLUSTRATED IN THE "STANDARDHIGHWAY SIGNS MANUAL" BY THE FEDERALHIGHWAY ADMINISTRATION.3.WDOT SPEC. MEANS THE STATE OF WISCONSINSTANDARD SPECIFICATION FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION, LATEST EDITION,AS AMENDED BY THE MOST CURRENT INTERIMSUPPLEMENTAL SPECIFICATION.4.PROVIDE DISABLED PARKING STALLS ATLOCATIONS SHOWN ON THE DRAWINGS. STALLAND ACCESS ISLE DIMENSIONS SHALL BE ASSHOWN ON THE DETAIL UNLESS INDICATEDOTHERWISE ON THE DRAWING.5.PROVIDE A DISABLED SYMBOL AND BARRIER FREE SIGNAGE FOR EACH STALL SHOWN ON THEDRAWING.6.PROVIDE WHEEL STOPS WHEN SHOWN ON THEDRAWINGS.7.THE MAXIMUM SURFACE SLOPE, ACROSS STALLSOR ACCESSIBLE ROUTES, IN ANY DIRECTION,SHALL BE 2%.8.AISLE WIDTH MAY VARY. SEE PLANS. 18'8' MIN8' MIN SEE NOTE 88' MIN INTERNATIONAL SYMBOL OF ACCESS (TYP.)WHEEL STOPACCESSIBLE ACCESS ISLEBARRIER FREESIGNAGE TYP. 3' 2'-0" 2'-4"WHITE3" 2" DIA GALVANIZED STEEL POST DRIVENIN PLACE. POST SHALL BE PLUMBIF THE POST IS CONSTRUCTED IN APAVED AREA, CORE A HOLE 1 INCHLARGER THAN THE POST. PRIOR TODRIVING, BACKFILL THE VOID WITHCEMENT GROUT OR ASPHALTPAVING MATERIAL. SIGNAGE - PROVIDE IN ACCORDANCEWITH WISCONSIN ADMINISTRATIVECODE TRANS 200,007 AND WDOT SPECSECTION 637, TYPE II SIGN WITH SHEETALUMINUM BASE. 5'-0" MIN.4'-6" FOR NON-VANACCESSIBLE STALLFOR NON-VANACCESSIBLE STALL * NOT REQ.'D AT ALL LOCATIONSSEE WISCONSIN ADMINISTRATION CODE* 4" SOLID WHITELINE (TYP) VAR. INSLOPE VAR. BACKSLOPETYPICAL RIPRAP INSTALLATIONNO SCALE OVERALL WIDTH TO BEDETERMINED BY ENGINEER1' MIN.1' TYPE R GEOTEXTILE FABRICRIPRAP EXISTING BASE COURSE PULVERIZED ASPHALT MATERIAL AS NEEDED. DEPTH VARIES. CONCRETE PAVEMENT PATH NO SCALE CONSTRUCTION SEQUENCING DENSE GRADED BASE, 1-1/4-INCH6-INCH THICK CONCRETE PAD 6-INCH THICK G OHOHOH EEEE EEEEEEE EE EEE EE GG EEE SANSANSANSAN 940 940 945945 945 937937 938 938 939 939 941 941942 942942942 943 944944 944 944 944944944 942943943943943943943 EROSION CONTROL AND REMOVALS209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236220 industrial boulevard, suite 101, austin, texas 78745327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 851 1900t 319 233 1163PLUNKETT RAYSICHARCHITECTS, LLP SHEET NO:JOB NO:DATE: REVISIONS: 6 A B C D E 5 4 3 2 104/08/2025 8:00 A.M.250208-02C101CLASSROOM BUILDING SITE DESIGN2565 N GENESEE ST, DELAFIELD, WI DRAWN BY: MSA05/22/2026ST. MICHAELS ANGLICAN CHURCH© 2025 PLUNKETT RAYSICH ARCHITECTS, LLPPROGRESS SET N GENESEE STCLEAR AND GRUBAS NEEDED 02040 REMOVE EXISTING SHEDREMOVE SHED DRIVEWAY EXISTING CONCRETE CURB ISLANDS TO REMAIN.DO NOT DISTURB EXISTING ISLAND TREES, TYP. STONE TRACKING PADCONTRACTOR TO DETERMINELOCATION IN FIELD PULVERIZE EXISTING ASPHALT PARKING LOT XXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX SAWCUT, TYP. TURF REMOVAL CONCRETE DROP OFF PAD TO REMAIN ADA SIGNAGE TO REMAIN, TYP.ST. MICHAELS ANGLICANCHURCH ASSUMED TOPSOIL STOCKPILE LOCATION.CONTRACTOR TO PLACE AND PROTECTSTOCKPILE IN ACCORDANCE WITHCITY OF DELAFIELD AND WISCONSIN DNREROSION CONTROL STANDARDS CLEAR AND GRUBAS NEEDEDLIGHT RIP RAP - 11 CY TREE REMOVAL, TYP. EEEEE 942942 942 943 943 943 943 943 942942 943 943 942 942 943 EROSION CONTROL AND REMOVALS209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236220 industrial boulevard, suite 101, austin, texas 78745327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 851 1900t 319 233 1163PLUNKETT RAYSICHARCHITECTS, LLP SHEET NO:JOB NO:DATE: REVISIONS: 6 A B C D E 5 4 3 2 104/08/2025 8:00 A.M.250208-02C102CLASSROOM BUILDING SITE DESIGN2565 N GENESEE ST, DELAFIELD, WI DRAWN BY: MSA05/22/2026ST. MICHAELS ANGLICAN CHURCH© 2025 PLUNKETT RAYSICH ARCHITECTS, LLPPROGRESS SET 0510 REMOVE TREE, TYP. CLASS 1, TYPE A EROSION MAT SILT FENCE, TYP. PROPOSED CLASSROOM BUILDING SEDIMENT LOGS, TYP.LIGHT RIP RAP - 5 CYSLOPE INTERCEPT, TYP. G OHOHOH EEEE EEEEEEE EE EEE EE GG EEE SANSANSANSAN 940 940 945945 945 937937 938 938 939 939 941 941942 942942942 943 944944 944 944 944944944 942943943943943943943942942 943943 FG = 943.21FG = 943.04FG = 943.10FG = 943.27FG = 943.16FG = 943.33FG = 943.22FG = 943.39FG = 943.28FG = 943.45FG = 943.51FG = 943.39FG = 943.54FG = 943.58 FG = 944.15FG = 944.24FG = 944.22 FG = 944.28 FG = 944.29FG = 944.38FG = 944.22FG = 944.21 942942943 SITE PLAN 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236220 industrial boulevard, suite 101, austin, texas 78745327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 851 1900t 319 233 1163PLUNKETT RAYSICHARCHITECTS, LLP SHEET NO:JOB NO:DATE: REVISIONS: 6 A B C D E 5 4 3 2 104/08/2025 8:00 A.M.250208-02C103CLASSROOM BUILDING SITE DESIGN2565 N GENESEE ST, DELAFIELD, WI DRAWN BY: MSA05/22/2026ST. MICHAELS ANGLICAN CHURCH© 2025 PLUNKETT RAYSICH ARCHITECTS, LLPPROGRESS SET ST. MICHAELS ANGLICAN CHURCHFFE ~ 944.5 N GENESEE ST OVERLAY EXISTING ASPHALT PARKING LOTSEE CIVIL NOTE 1 PROPOSED CLASSROOM BUILDING 02040ELECTRICAL NOTES:1.REMOVE ALL EXISTING WIRING AND ACCESSIBLE CONDUIT.ABANDON CONDUIT IN PLACE AT EXISTING TO REMAINPAVEMENT/SLAB2.VISIT THE PREMISES AND TAKE NOTE OF ALL EXISTINGCONDITIONS WHICH MAY AFFECT WORK AND BERESPONSIBLE FOR KNOWLEDGE OF SAME IN PREPARATIONOF BID. LACK OF INFORMATION ON EXISTING CONDITIONSWILL NOT BE ALLOWED AS VALID CAUSE OF ADDITIONALCOMPENSATION.3.QUANTITY OF CIRCUITS AND CONDUIT ROUTING SHOWN ISFOR BIDDING PURPOSES ONLY. CONFIRM EXACTCIRCUITING AND ROUTING ON-SITE.4. REUSE EXISTING BREAKERS AND CONTROLS FOR ALLLIGHTING. 4" WHITE PARKING LOT LINES, TYP. ELECTRICAL LEGEND1 EXISTING POLE MOUNTED LIGHT FIXTURE, POLE, AND BASETO REMAIN2 EXISTING GROUND MOUNTED FLOOD LIGHT TO REMAIN3 EXISTING CONDUIT STUB UP WITH LB INTO GARAGE TOREMAIN. EXISTING FEEDER TO BE REMOVED BY OTHERS ASPART OF THE PROPOSED NEW BUILDING.4 INTERCEPT (1) EXISTING CONDUIT AT EXISTING EXTERIORJUNCTION BOX LOCATED IMMEDIATELY ABOVE GRADE FORPARKING LOT LIGHTING CIRCUIT AND PROVIDEAPPROPRIATE FITTING. PROVIDE 2#10,#10G IN 1" RIGIDSTEEL OR PVC CONDUIT TO EXISTING HEADS ON (2)EXISTING POLES.5 INTERCEPT (2) EXISTING CONDUITS AT EXISTING EXTERIORJUNCTION BOX LOCATED IMMEDIATELY ABOVE GRADE FOR(1) GROUND MOUNTED FLOOD LIGHTING CIRCUIT, (1)RECEPTACLE CIRCUIT, AND (1) DRIVEWAY LIGHTINGCIRCUIT. PROVIDE 2#10, #10G FOR EACH CIRCUIT. PROVIDE1" RIGID STEEL OR PVC CONDUIT TO EXISTING LOADS.6EXISTING GROUND MOUNTED FLOOD LIGHT WITH EXISTINGRECEPTACLE TO REMAIN.1 11 626 345 ASSUMED APPROXIMATE ROUTING OF EXISTING TO REMAIN FEEDER TO GARAGE CIVIL NOTES:1.CONTRACTOR SHALL MATCH EXISTING PARKING LOT GRADES.EXCESS PULVERIZE MATERIAL TO BE HAULED OFFSITE.2.CONTRACTOR TO MAINTAIN LOW POINTS AND DRAINAGEPATTERNS IN PARKING LOT.3.PULVERIZED MATERIAL SHALL BE USED AS NEEDED FOREXCAVATION BELOW SUBGRADE.4.CONTRACTOR TO MAINTAIN ADA ACCESSIBLE STALL SLOPESAND ELEVATIONS5.FUTURE UTILITIES TO BE DESIGNED AND INSTALLED BYOTHERS AS A PART OF THE DESIGN-BUILD BID PACKAGECLASSROOM BUILDING PROJECT AREA = 11,600 SFADDED IMPERVIOUS AREA = 5,590 SFEXISTING TOTAL IMPERVIOUS = 52,675 SFPROPOSED TOTAL IMPERVIOUS = 57,565 SFPROPOSED OPEN SPACE = 160,115 SFPARKING SPACES PROVIDED = 90 STALLSACCESSIBLE STALLS PROVIDED = 8 STALLSZONING DISTRICT = P-1LAND USE CLASSIFICATION = INSTITUTIONAL 9.0'18.0'24.2'24.8'25.2' 24.7'27.0'30.5' 208.7' 179.8' REAR PATIO, SEE LANDSCAPEPLAN FOR MATERIAL PROPOSED CONCRETE PATIOPROPOSED DITCHPROPOSED CONCRETE PATHEXISTING WELLEXISTING GAS METEREXISTING ELECTRICAL METER 100-YEAR STORM ELEVATION - 941.4226.2' 5.0'9.0'9.0' 9.0'9.0' ASSUMED SANITARY LATERAL EEEEE 942942 942 943 943 943 943 943 942942 943 943 942 942 943 -1.9% -0.4% FG = 941.67GRADE BREAK FG = 941.58 FG = 941.53FG = 941.40FG = 941.20 FG = 943.51 FG = 942.83 FG = 943.36FG = 943.54FG = 943.40FG = 943.61 FG = 943.24FG = 943.51 FG = 941.00 FG = 943.34FG = 943.44FG = 943.29 FG = 943.42FG = 943.42FG = 943.42FG = 943.42FG = 943.38FG = 943.50FG = 943.50FG = 943.38 FG = 943.26FG = 943.38 FG = 943.50FG = 943.50 FG = 943.38FG = 943.24FG = 943.36FG = 943.43FG = 943.31FG = 943.12FG = 943.15 FG = 943.50 -2.0%-2.0% -2.0%-0.8%-1.8%-1.7%-2.0% -2.0%-2.0%-1.5%-1.1%-1.6%-0.5%-1.1%-1.1%-0.0%FG = 943.30FG = 942.85 SITE PLAN 209 south water street, milwaukee, wisconsin 53204 2310 crossroads drive, suite 2000, madison, wisconsin 53718 1970 main street, suite 201, sarasota, florida 34236220 industrial boulevard, suite 101, austin, texas 78745327 E 4th street, suite 204, waterloo, iowa 50703t 414 359 3060 t 608 240 9900 t 941 444 8845t 512 851 1900t 319 233 1163PLUNKETT RAYSICHARCHITECTS, LLP SHEET NO:JOB NO:DATE: REVISIONS: 6 A B C D E 5 4 3 2 104/08/2025 8:00 A.M.250208-02C104CLASSROOM BUILDING SITE DESIGN2565 N GENESEE ST, DELAFIELD, WI DRAWN BY: MSA05/22/2026ST. MICHAELS ANGLICAN CHURCH© 2025 PLUNKETT RAYSICH ARCHITECTS, LLPPROGRESS SET 0510 9.4'16.1' PROPOSED CLASSROOM BUILDINGFFE ~ 943.5 SLOPE INTERCEPT, TYP. CIVIL NOTES:1.CONTRACTOR SHALL MATCH EXISTING PARKING LOTGRADES. EXCESS PULVERIZE MATERIAL TO BE HAULEDOFFSITE.2.CONTRACTOR TO MAINTAIN LOW POINTS AND DRAINAGEPATTERNS IN PARKING LOT.3.PULVERIZED MATERIAL SHALL BE USED AS NEEDED FOREXCAVATION BELOW SUBGRADE.CIVIL LEGENDFG = FINISHED GROUND ELEVATION 48.5' PROPOSED LANDSCAPING EXTENTS.SEE LANDSCAPING PLAN ADA SIGNAGE ADA SIGNAGER10.0'12.1' 34.0' 30.0' 100-STORM ELEV: 941.42