Plan Commission

A G E N D A CITY OF WAUPUN PLAN COMMISSION MEETING Waupun City Hall – 201 E. Main Street, Waupun WI Wednesday, May 27, 2026 at 4:30 PM VIRTUAL ACCESS Topic: Plan Commission Join Zoom Meeting https://us02web.zoom.us/j/86316809654?pwd=oXUibyL9j7MNJTUeE7G6Llqnolmmxx.1 Meeting ID: 863 1680 9654 Passcode: 895241 1 312 626 6799 CALL TO ORDER ROLL CALL RECOGNITION OF MAYORAL APPOINTMENT BOARD MEMBERS 1. 2026-2027 Plan Commission and Facilities Committee NOMINATIONS AND APPOINTMENT OF BOARD ESTABLISH DAY OF MONTH AND TIME OF BOARD MEETING PERSONS WISHING TO ADDRESS THE PLAN COMMISSION--State name, address, and subject of comments. (2 Minutes) No Public Participation after this point. FUTURE MEETINGS AND GATHERING INVOLVING THE PLAN COMMISSION CONSIDERATION - ACTION 2. Minutes from April 29, 2026 Plan Commission Meeting 3. The Rock Golf Course Building Plans 4. Site Plan Review All Phase Store Unit Addition ADJOURNMENT Upon reasonable notice, efforts will be made to accommodate disabled individuals through appropriate aids and services. For additional information, contact the City Clerk at 920-324-7915. PLAN PLAN PLAN PLAN COMMISSION COMMISSION COMMISSION COMMISSION (3 Year Term) Plan Commission shall regularly meet on the 3rd Wednesday of each month at 4:30pm The Plan Commission shall consist of the Mayor, who shall be its presiding officer, the Director of Public Works, CDA member, an Alderperson appointed by the Council annually and 3 citizen members. Simultaneous membership on the Board of Zoning Appeals and Plan Commission is permissible. The Commissioners shall choose from among their number, a Secretary. MAYOR Serve as Chairman ALDERMAN Michael Matoushek PUBLIC WORKS DIRECTOR CDA MEMBER 4/30/202 7 Gary DeJager CITIZEN 4/30/20 29 Elton Ter Beest CITIZEN 4/30/202 7 Jerry Medema CITIZEN 4/30/202 7 Jason Whitford UTILITY GENERAL MANAGER Ex Officio M I N U T E S CITY OF WAUPUN PLAN COMMISSION MEETING Waupun City Hall – 201 E. Main Street, Waupun WI Wednesday, April 29, 2026 at 4:30 PM CALL TO ORDER Chairperson Mayor Bishop called meeting to order at 4:33pm. ROLL CALL Members In-Person: Chairperson Rohn Bishop, Gary Dejaeger, Elton TerBeest, Jerry Medema Members Virtual: Jeff Daane, Jason Whitford City Staff In-Person: Administrator Kathy Schlieve, Sue Leahy Grand Valley Inspector Public: Gene Lambert, Gary Lenz PUBLIC HEARING 1. Gary Genz at 411 Carrington St, to extend the driveway within the front plane of the residence per Municipal Code Section 16.03(4)(b)(iv)a. Motion Matoushek, second Medema to open the public hearing. Carried unanimously Gary Genz presents he is looking to extend his driveway with pea gravel and that would eliminate any mud that is there currently due to parking on grass. He currently has 9 people living in the house with 7 vehicles so it would be helpful to add more parking and clean up the yard. Sue Leahy, Grand Valley Inspector, would recommend approval with 10ft wide stall and nothing bigger. Motion Matoushek, second Whitford to close public hearing. Carried unanimously. Gene Lambert, 410 Carrington St, expresses that himself and neighbors are all against the proposal due to there being plenty of parking all around and enough to park on the street. If approved, would like a cement slab and fence installed. Objection noted. Motion Whitford, contingent on 10ft setback in the greenspace between sidewalk and new parking with 1 car limit. Second Matoushek to approve conditional use permit for Gary Genz at 411 Carrington St. Carried unanimously. NO PERSONS WISHING TO ADDRESS THE PLAN COMMISSION FUTURE MEETINGS AND GATHERING INVOLVING THE PLAN COMMISSION 2. Future Meetings Motion DeJager, second Medema to change the Plan Commission meeting to the last Wednesday of the month making the next Plan Commission meeting to be on Wednesday, May 27, 2026 at 4:30pm. Carried unanimously. CONSIDERATION - ACTION 3. Prior Minutes Motion TerBeest, second Medema to approve the minutes from March 18, 2026 Plan Commission Meeting. Carried unanimously. ADJOURNMENT Motion DeJager, second Medema to adjourn this meeting at 4:49pm. Carried unanimously. EXISTING GOLF CART GARAGE FOUNDATION 73'-5" 20'-6" 73'-5" 20'-6" 76'-21116" 18' X 7' OVERHEAD DOOR 18' X 7' OVERHEAD DOOR 8'-1 1/8" TALL 2 X 4 WALLS GOLF CART GARAGE 73'-5" 20'-6"1'-2"18'-2"1'-2" 73'-5" 20'-6"1'-2"18'-2"1'-2" PROJECT TITLE AND ADDRESS SHEET NO. DRAWING SCALE:DRAWING DATE:REVISION DATE: DESIGNER:CHECKED BY: REVISION DATE:REVISION DATE:REVISION DATE: JOB NO. DALTON LUMBER& SUPPLY INC BUILT W6575 PINE ST.DALTON, WI 53926QUALITYDESIGNTHE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARINGTHESE PLANS AND CHECKING THEM FOR ACCURACY, IT ISTO CONTACT DALTON LUMBER AND SUPPLY IF THERE AREANY CONCERNS OR DISCREPANCIES DURING THE CONSTRUCTIONOF THE PROJECT INVOLVED WITH THESE PLANS NOTICE TO CONTRACTOR1/4" = 1'-0"5/14/26 JCookTHE ROCK GOLF CART GARAGE (BUILDING #2) - FLOOR PLAN A-309012 4/12 FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION PROJECT TITLE AND ADDRESS SHEET NO. DRAWING SCALE:DRAWING DATE:REVISION DATE: DESIGNER:CHECKED BY: REVISION DATE:REVISION DATE:REVISION DATE: JOB NO. DALTON LUMBER& SUPPLY INC BUILT W6575 PINE ST.DALTON, WI 53926QUALITYDESIGNTHE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARINGTHESE PLANS AND CHECKING THEM FOR ACCURACY, IT ISTO CONTACT DALTON LUMBER AND SUPPLY IF THERE AREANY CONCERNS OR DISCREPANCIES DURING THE CONSTRUCTIONOF THE PROJECT INVOLVED WITH THESE PLANS NOTICE TO CONTRACTOR1/4" = 1'-0"5/14/26 JCookTHE ROCK GOLF CART GARAGE (BUILDING #1) - ELEVATIONS A-309012 5' X 7' OVERHEAD DOOR 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL UNEXCAVATED GOLF CART GARAGE FOUNDATION 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 24'-0" 86'-0" 712"5'-2"11"5'-2"11"5'-2"11"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"812" 5'-11"2"5'-11"2"5'-11"2"5'-11"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112" 86'-0" 712"5'-2"11"5'-2"11"5'-2"11"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"812" 24'-0" 86'-0" 24'-0" 86'-0" 24'-0" 89'-3716" 12" X 12" CONCRETE GRADE BM 12" X 12" CONCRETE GRADE BM 12" X 12" CONCRETE GRADE BM 12" X 12" CONCRETE GRADE BM PROJECT TITLE AND ADDRESS SHEET NO. DRAWING SCALE:DRAWING DATE:REVISION DATE: DESIGNER:CHECKED BY: REVISION DATE:REVISION DATE:REVISION DATE: JOB NO. DALTON LUMBER& SUPPLY INC BUILT W6575 PINE ST.DALTON, WI 53926QUALITYDESIGNTHE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARINGTHESE PLANS AND CHECKING THEM FOR ACCURACY, IT ISTO CONTACT DALTON LUMBER AND SUPPLY IF THERE AREANY CONCERNS OR DISCREPANCIES DURING THE CONSTRUCTIONOF THE PROJECT INVOLVED WITH THESE PLANS NOTICE TO CONTRACTOR1/4" = 1'-0"5/14/26 JCookTHE ROCK GOLF CART GARAGE (BUILDING #1) - FLOOR PLAN2280 SQFT A-309012 5' X 7' OVERHEAD DOOR EXISTING CONC SLAB 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 5' X 7' OVERHEAD DOOR 20'-6" 5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112"2"5'-1112" 73'-5" 1'-0"10'-2"1'-3"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"812" 20'-6" 73'-5" 20'-6" 73'-5" 20'-6" 12" X 12" CONCRETE GRADE BM 8'-1 1/8" TALL 2 X 4 WALLS GOLF CART GARAGE 10' X 7' OVERHEAD DOOR 12'-7" 10' X 7' OVERHEAD DOOR 73'-5" 1'-0"10'-2"1'-3"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"1112"5'-2"812" 12'-7" COVERED AREA 12" X 12" CONCRETE GRADE BM 12" X 12" CONCRETE GRADE BM 12'-7" 12'-7" LVL BEAM LVL BEAM 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL UNEXCAVATED FOUNDATION 86'-0" 86'-0" PROJECT TITLE AND ADDRESS SHEET NO. DRAWING SCALE:DRAWING DATE:REVISION DATE: DESIGNER:CHECKED BY: REVISION DATE:REVISION DATE:REVISION DATE: JOB NO. DALTON LUMBER& SUPPLY INC BUILT W6575 PINE ST.DALTON, WI 53926QUALITYDESIGNTHE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARINGTHESE PLANS AND CHECKING THEM FOR ACCURACY, IT ISTO CONTACT DALTON LUMBER AND SUPPLY IF THERE AREANY CONCERNS OR DISCREPANCIES DURING THE CONSTRUCTIONOF THE PROJECT INVOLVED WITH THESE PLANS NOTICE TO CONTRACTOR1/4" = 1'-0"5/14/26 JCookTHE ROCK GOLF CART GARAGE (BUILDING #3) - FLOOR PLAN A-309012 4/12 FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION PROJECT TITLE AND ADDRESS SHEET NO. DRAWING SCALE:DRAWING DATE:REVISION DATE: DESIGNER:CHECKED BY: REVISION DATE:REVISION DATE:REVISION DATE: JOB NO. DALTON LUMBER& SUPPLY INC BUILT W6575 PINE ST.DALTON, WI 53926QUALITYDESIGNTHE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARINGTHESE PLANS AND CHECKING THEM FOR ACCURACY, IT ISTO CONTACT DALTON LUMBER AND SUPPLY IF THERE AREANY CONCERNS OR DISCREPANCIES DURING THE CONSTRUCTIONOF THE PROJECT INVOLVED WITH THESE PLANS NOTICE TO CONTRACTOR1/4" = 1'-0"5/14/26 JCookTHE ROCK GOLF CART GARAGE (BUILDING #2) - ELEVATIONS A-309012 FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION 4/12 4/12 PROJECT TITLE AND ADDRESS SHEET NO. DRAWING SCALE:DRAWING DATE:REVISION DATE: DESIGNER:CHECKED BY: REVISION DATE:REVISION DATE:REVISION DATE: JOB NO. DALTON LUMBER& SUPPLY INC BUILT W6575 PINE ST.DALTON, WI 53926QUALITYDESIGNTHE RESPONSIBILITY OF THE CONTRACTOR OR SUBCONTRACTORALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARINGTHESE PLANS AND CHECKING THEM FOR ACCURACY, IT ISTO CONTACT DALTON LUMBER AND SUPPLY IF THERE AREANY CONCERNS OR DISCREPANCIES DURING THE CONSTRUCTIONOF THE PROJECT INVOLVED WITH THESE PLANS NOTICE TO CONTRACTOR1/4" = 1'-0"5/14/26 JCookTHE ROCK GOLF CART GARAGE (BUILDING #3) - ELEVATIONS A-309012 email: prochnowsteve@gmail.comTel: 9203462150ags-excavating.com53923Waupun, WIN3228 Marshview RoadGlewen & Sons Excavating, Inc. Existing Building Existing Building To Be RemovedProp Elv. 887.95 Elv. 886.85 Elv. 887.4 Existing Building To Be Removed Existing Building Existing Building Existing Parking Lot Proposed Building Silt Fence Elv. 888.22 Existing Gravel Drive © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSINPROJECT NO.21871001SHEETG1 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLTITLE SHEETPRELIMINARY PLOT DATE: 2/18/2026 7:40 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Details.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE...... ALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSIN 1" = 400'LOCATION MAP PROJECTLOCATION NOTE:UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND CONTRACTORSHALL HAVE APPROPRIATE UTILITY MARK EXACT LOCATIONS PRIOR TOCONSTRUCTION.(800) 242-8511Dialorwww.DiggersHotline.com 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 TITLE SHEETG - GENERAL SHEETSG1EROSION CONTROL PLANST1ST - SITE PLANSSHEET INDEXSITE PLANST2UTILITY PLANST3 (920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 CTH 26SHALER DR. CONSTRUCTION DETAILSD1-4 = POINT OF VERTICAL INTERSECTION= END OF VERTICAL CURVATURE= BEGINNING OF VERTICAL CURVATURE= POINT OF INTERSECTION= POINT OF TANGENCY= POINT OF CURVATUREP.V.I.E.V.C.B.V.C.P.I.P.T.P.C. = HYDRANT= CONCRETE= EXISTING= RIGHT OF WAYR/WHYD.CONC.EX.= TANGENT= TYPICALTAN.TYP.= NORMALNOR.= FIRST FLOORFF= TOP OF CURB= SPOT GRADET/CSG= YARD GRADEYD= FRONT OF SIDEWALKFOW= INVERTINV= EDGE OF PAVEMENTEP= EDGE OF GRAVELEG= REINFORCED CONCRETE PIPER.C.P.= CORRUGATED METAL PIPEC.M.P.= DUCTILE IRON PIPED.I.= POLYVINYL CHLORIDE PIPEP.V.C.= HIGH DENSITY POLYETHLENEH.D.P.E.= WATERMAINW.M.= SANITARYSAN.= FLOW LINEFL= STORMSTM.= PROPOSEDPROP.= MANHOLEMHABBREVIATIONS = CENTERLINEC/L= CONNECTIONCONN.= CENTERCEN.= ELEVATIONELEV.= INCIDENTALINC.= STATIONSTA.= SEWERSWR.= BACK OF CURBBOC= LINEAR FEETLF= CONCRETE SIDEWALKC.S.W.= TOP OF PIPET.O.P. HWY 151 GRADING PLANST4UTILITIESSANITARY & WATERSTREET & STORM SEWERTELEPHONE:GASCATV: WAUPUN UTILITIES817 S. MADISON STREETWAUPUN, WI 53963PHONE: 920-324-7920CONTACT: MATT GESCHKECITY OF WAUPUN201 E. MAIN STREETWAUPUN, WI 53963PHONE: 920-210-8200CONTACT: JEFF DAANE, D.P.W.AT&T WISCONSIN70 E. DIVISION STREET, FLOOR 1FOND DU LAC, WI 54935920-929-1013CONTACT: CHUCK BARTELTCB1461@ATT.COMALLIANT ENERGY120 E. MAPLE AVENUEBEAVER DAM, WI 53916PHONE: (O) 920-322-6724 (M) 920-263-0065CONTACT:JUSTIN SCHLEGELJUSTINSCHLEGEL@ALLIANTENERGY.COMCHARTER COMMUNICATIONSN3760 COUNTY ROAD DJJUNEAU, WI 53039CONTACT: PAUL WAGNERPAUL.WAGNER@CHARTER.COMELECTRIC:WAUPUN UTILITIES817 S. MADISON STREETWAUPUN, WI 53963PHONE: 920-324-7920CONTACT: STEVE BROOKS = HIGH POINTHP= LOW POINTLP BAYBERRY LN. © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSINPROJECT NO.21871001SHEETD1 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLCONSTRUCTION DETAILSPRELIMINARY PLOT DATE: 2/18/2026 7:40 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Details.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE......(920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 1.) SECTION NR216.46 OF WISCONSIN STATE ADMINISTRATIVE CODE IDENTIFIES REQUIREMENTS FORCONSTRUCTION SITE AND POST-CONSTRUCTION EROSION CONTROL. IT IS THE INTENT OF THESE PLANS TOSATISFY THESE REQUIREMENTS. THE METHODS AND STRUCTURES USED TO CONTROL EROSION SHALL BE THERESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL IMPLEMENT AN APPROPRIATE MEANS OFCONTROLLING EROSION DURING SITE OPERATION AND UNTIL THE VEGETATION IS RE-ESTABLISHED.ADJUSTMENTS TO THE CONTROL SYSTEM SHALL 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 AND IT IS THECONTRACTOR'S RESPONSIBILITY TO OBTAIN AND REFERENCE THE MOST RECENTLY RELEASED STANDARD.3.) THE INFORMATION IS ONLY ONE PART OF THE OVERALL EROSION CONTROL REQUIREMENTS.ADDITIONAL REQUIREMENTS MAY ALSO BE SHOWN ON THE PLAN SHEETS AND IN THE ACCOMPANYINGSPECIFICATIONS.4.) ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR LOCALINSPECTORS, 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 MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE.FOR ANY DISTURBED AREA THAT REMAINS INACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADINGWORK EXTENDS BEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARYSTABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING. ALL DISTURBEDAREAS SHALL BE TREATED WITH PERMANENT STABILIZATION MEASURES WITHIN 3 WORKING DAYS OF FINALGRADING.6.) ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED AT LEASTWEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN IS PRODUCED. ALL MAINTENANCE WILL FOLLOWAN INSPECTION WITHIN 24 HOURS. THIS APPROACH ACKNOWLEDGES THE DIFFICULTY OF WORKING IN WETCONDITIONS AS NECESSARY FOR PREVENTING THE IRRETRIEVABLE "FIRST FLUSH" OF SEDIMENT INTO ADJACENTWATERWAYS, DEGRADING WATER QUALITY AND FISH HABITAT.7.) ALL EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED PRIOR TO ANY SOIL DISTURBANCE.8.) GRUBBING AND GRADING OPERATIONS SHALL BE PERFORMED IN PROPER SEQUENCE WITH OTHERWORK TO MINIMIZE EROSION.9.) ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES,WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OF AND NOTALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND.10.) WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH, OR ATACKING AGENT MAY NEED TO BE UTILIZED TO PROTECT NEARBY RESIDENCES AND WATER RESOURCES.11.) CHANNELIZED RUNOFF FROM ADJACENT AREAS PASSING THROUGH THE SITE SHALL BE DIVERTEDAROUND DISTURBED AREAS, IF PRACTICAL.12.) THE CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS TO PREVENT SOILS FROM BEING TRACKEDONTO PUBLIC OR PRIVATE ROADWAYS. PAVED SURFACES ADJACENT TO CONSTRUCTION SITE VEHICLE ACCESSSHALL BE SWEPT AND / OR SCRAPED (NOT FLUSHED) PERIODICALLY TO REMOVE SOIL. DIRT AND / OR DUST.13.) EROSION CONTROLS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF TEMPORARY STOCKPILES.ANY SOIL STOCKPILE THAT REMAINS FOR MORE THAN 7 DAYS SHALL BE COVERED OR TREATED WITHSTABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING. ALL STOCK PILESSHALL BE PLACED AT LEAST 75 FEET FROM STREAMS OR WETLANDS.14.) EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER, WATER MAIN,ETC.):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 TREATED TO REMOVESEDIMENT IN ACCORDANCE WITH THE WDNR CONSERVATION PRACTICE STANDARD 1061 - DEWATERING OR ASUBSEQUENT WDNR DEWATERING STANDARD PRIOR TO DISCHARGE INTO A STORM SEWER, DITCH,DRAINAGEWAY, OR WETLAND OR LAKE.15.) ALL DRAINAGE CULVERTS, STORM DRAIN INLETS, MANHOLES, OR ANY OTHER EXISTING STRUCTURESWHICH COULD BE DAMAGED BY SEDIMENTATION SHALL BE PROTECTED ACCORDING TO THE VARIOUS METHODSPROVIDED IN THE PRINTED CONSERVATION PRACTICE STANDARDS.16.) ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR STABILIZATION MUST BE REPAIREDAND THE STABILIZATION WORK REDONE.17.) THE FIRST SIX WEEKS AFTER INITIAL STABILIZATION (E.G. PLACEMENT OF SEED AND MULCH, EROSIONMAT, SOD) A DISTURBED AREA SHALL INCLUDE WATERING PROVISIONS OF ALL NEWLY SEEDED AND MULCHEDAREAS WHENEVER 7 DAYS ELAPSE WITHOUT A RAIN EVENT.18.) 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 REMOVED AND THESEAREAS STABILIZED.19.) ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED.20.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED AND MULCH UNLESSOTHERWISE SPECIFIED. A MINIMUM OF 4 TO 6 INCHES OF TOPSOIL SHALL BE APPLIED TO ALL AREAS TO BESEEDED OR SODDED. CONSTRUCTION SITE EROSIONCONTROL REQUIREMENTS 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 DETAILSILT 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.* 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 DETAILSILT 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.* © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSINPROJECT NO.21871001SHEETD2 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLCONSTRUCTION DETAILSPRELIMINARY PLOT DATE: 2/18/2026 7:40 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Details.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE......(920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 STONE TRACKING PADNO SCALEUNDISTURBED HARD SURFACE PUBLIC ROAD 50' MIN.LIMIT OF DISTURBANCE 12' MIN.12"12" THICK*STONE10' MIN. 10' MIN. NOTES:1.TRACKING PAD WIDTH SHALL BE AT LEAST THE FULL WIDTH OF HTE EGRESS POINT OR 12' WIDE MINIMUM.2.TRACKING PAD LENGTH SHALL BE 50' FOR CONSTRUCTION SITES, 30' FOR SINGLE FAMILY RESIDENTIAL,OR AS SPECIFIED IN THE CONTRACT DOCUMENTS. LENGTH OF TRACKING PAD MAY NEED TO BEINCREASE OR ADDITIONAL SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED BY THE CONTRACTORIS SEDIMENT TRACK-OUT OCCURS.3.GEOTEXTILE FABRIC TYPE R SHALL BE INSTALLED BETWEEN THE STONE AND SUBGRADE ON SITESWHERE HIGH GROUND WATER IS OBSERVED.4.CONTRACTOR SHALL CLEAN STREET/ROADWAY ADJACENT TO ALL CONSTRUCTION ACCESS POINTS ATTHE END OF EACH WORKDAY OR MORE FREQUENTLY IF REQUESTED. SIEVESIZE% PASSING*TABLE 1 - STONE GRADATION3"2 1/2"1 1/2"3/4"3/8"100%90 - 100%25 - 60% 0 - 20% 0 - 5%TEMPORARY EROSION BARRIER DETAILNO SCALEGENERAL NOTES:DETAILS OF CONSTRUCTION SHOWN ON THIS DRAWING SHALLCONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARDSPECIFICATIONS AND APPLICABLE SPECIAL PROVISIONS. DIRECTIONOF FLOWBACK OF CURBSANDBAGS TOOVERLAP ONTO CURBCATCH BASIN1' MIN.3' MAX.THREE LAYERS OF SANDBAGSWITH ENDS OVERLAPPEDINSTALL GEO-FABRICBELOW STONE EROSION BALES IN DRAINAGE WAY DETAILNO SCALE IF REQUIRED, TWO ROWSMAY BE USED WITHSTAGGERED JOINTS.EROSION BALES ACROSS DITCH BOTTOMSECTION VIEW SLOPE VAR. SLOPE VAR.BALEFLOWEROSION CONTROL CHANNELCHANGE & INTERCEPTING EMBANKMENTPLAN VIEWPLAN VIEWDIRECTIONOF FLOWFRONT ELEVATION GENERAL NOTES:1.DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWINGSHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE SPECIFICATIONS.2.BALES SHALL BE PLACED END TO END OR OVERLAPPING AT RIGHT ANGLES TO THE DIRECTION OFFLOW. BALES SHALL EXTEND FAR ENOUGH UP THE SLOPES TO PREVENT ERODING AROUND ENDS.3.BALES SHALL BE PLACED WITH TWINE OR TIE WIRES PARALLEL TO THE GROUND.4.STAKES TO BE BATTERED IN OPPOSITE DIRECTIONS.5.BALES SHALL BE EMBEDDED 4 INCHES MINIMUM.12'TOE OF SLOPEOR DITCHLINEWOOD STAKES (2PER BALE) NOMINAL2"x2"x30" MINIMUMLENGTH OREQUIVALENT30"MIN.EROSION CONTROLINTERCEPTINGEMBANKMENT12" MIN.STAKES DRIVEN FLUSH WHENSOIL CONDITIONS PERMIT12" MIN. STAKES DRIVEN FLUSH WHENSOIL CONDITIONS PERMIT14" NOM.BUILD UP UPSLOPESIDE 4" WITHTRENCH MATERIAL4"30" NOM.4" STAKES DRIVEN FLUSH WHENSOIL CONDITIONS PERMITEXISTINGGROUNDOR FILL 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" CATCH BASIN SEDIMENT BAG INSERT TYPE DETAILNO SCALEMAINTENANCE REQUIREMENT:FOLLOWING EACH RUNOFF EVENT, MONITOR AND, IFNECESSARY, REMOVE ALL ACCUMULATED SEDIMENT &DEBRIS FROM THE UNIT AFTER THE HEIGHT OF THEACCUMULATED MATERIAL REACHES 1/3 OF THE HEIGHTOF THE SEDIMENT BAG. LIFT STRAPSEXISTING GRATE"DANDY BAG II" (OR EQUAL)ORANGE WOVENMONOFILAMENT GEOTEXTILEDUMPING STRAP ALLOWS FOREASY REMOVAL OF CONTENTSEXISTING CATCH BASIN NOTES: SLOPE6" OVERLAP1.0' SLOT TRENCHANCHORING AND OVERLAP DETAILS:MAINTENANCE: ISOMETRIC VIEW SHOWING PLACEMENTPATTERN OF WOOD OR METAL STAKESPLACE NETTING OVER SEED AND MULCH.EXTEND NETTING AND MATTING BEYONDCHANNEL SIDE SLOPES.MAXIMUM STAKE SPACING BETWEENROWS SHALL BE 3' WITH A MAXIMUMSPACING BETWEEN STAKES OF 3'.PLACE EXTRA STAKES AT BEGINNINGOF CHANNEL AND AT LOCATIONSWHERE ADDITIONAL FLOWS MAYENTER CHANNEL FROM SIDES. TRENCH NETTING 6" INTO GROUND AT BEGING AND AT100 FT. INTERVALS PERPENDICULAR TO FLOW INCHANNEL AS SHOWN. EDGE SPLICES ON SIDE SLOPESAND ON FLAT BOTTOM CHANNELS SHALL OVERLAP AMINIMUM OF 6", WITH THE UPSTREAM SECTIONOVERLAPPING THE LOWER. DO NOT PLACE SPLICES IN "V" BOTTOM CHANNELS.IN THESE SITUATIONS, CENTER THE NETTING OR MATTING OVER THE CENTERLINE OF THE DITCH.INSPECT EROSION NETTING/MATTING PERIODICALLY AND AFTER RAINEVENTS TO CHECK FOR FAILURES AND EROSION THAT MAY HAVE OCCURED.WHERE MULCH, NETTING OR MATTING HAS BEEN WASHED OUT, REGRADEERODED AREA, RESEED AND REINSTALL EROSION CONTROL MEASURES.CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.SCALE: NONEEROSION MATTING IN DRAINAGE SWALE DETAIL © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSINPROJECT NO.21871001SHEETD3 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLCONSTRUCTION DETAILSPRELIMINARY PLOT DATE: 2/18/2026 7:40 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Details.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE......(920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 GENERAL UTILITY NOTES:1. ALL PROPOSED UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THIS CONSTRUCTION PLAN, THE PROJECT SPECIFICATIONS, THEREQUIREMENTS OF THE OWNER, THE LATEST EDITION OF THE WISCONSIN STANDARD SPECIFICATIONS FOR SEWER & WATER CONSTRUCTION (FORSANITARY & WATER), THE LATEST EDITION OF THE WISCONSIN DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY AND BRIDGECONSTRUCTION (STORM), AND ANY CONDITIONS OF APPROVAL.2. LENGTHS OF ALL UTILITIES ARE TO CENTER OF STRUCTURES AND MAY VARY SLIGHTLY FROM PLAN. LENGTHS SHALL BE VERIFIED IN THE FIELDDURING CONSTRUCTION AS MEASURED BY THE FIELD ENGINEER AND THE CONTRACTOR SHALL BE PAID ACCORDING TO THE ACTUAL LENGTH OFPIPING INSTALLED.3. ALL SAWCUTTING, BENDS, FERNCO CONNECTORS, FITTINGS, AND OTHER MATERIALS NOT SPECIFICALLY ITEMIZED ON THE BID BUT NECESSARYTO PROVIDE A COMPLETE WORKING SYSTEM AND TO MAKE A WATERTIGHT CONNECTION TO THE EXISTING SANITARY, WATER, OR STORM PIPINGSHALL BE INCIDENTAL TO CONSTRUCTION. STORM PIPING TO BE ABANDONED SHALL BE MADE BY COMPLETELY FILLING EACH END OF THE PIPEWITH POUR-IN-PLACE CONCRETE.4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS (SHORING, BRACING, ETC.) AND SHALL CAREFULLY INSTALL THE NEW SANITARYSEWER, WATER, AND STORM SEWER IMPROVEMENTS SO AS NOT TO DISTURB ANY EXISTING PRIVATE UTILITY STRUCTURES OR PIPING AS WELL ASTO PREVENT ANY DISTURBANCE TO EXISTING SITE FEATURES THAT ARE TO REMAIN UNDISTURBED. ANY DISTURBANCE OR DAMAGE (ASDETERMINED BY THE OWNER) SHALL BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER.GENERAL PROJECT NOTES:1. ALL EXISTING UTILITIES WITHIN THIS PLAN ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND NO RESPONSIBILITY IS ASSUMED BY THEENGINEER OR OWNER FOR THEIR ACCURACY OR DEGREE OF COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNDETERMINATION AS TO THE TYPE, LOCATION, AND ELEVATION OF ALL UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGING ANYSUCH UTILITIES. THE CONTRACTOR SHALL CONTACT DIGGER'S HOTLINE AT (800) 242-8511 PRIOR TO ANY CONSTRUCTION SO THAT THE SITE MAY BEMARKED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ANY UTILITIES.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS ARE APPARENT,BRING TO THE ATTENTION OF THE PROJECT ENGINEER PRIOR TO CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR RE-DESIGNMAY OCCUR.3. UNLESS SPECIFIED WITHIN THIS CONSTRUCTION PLAN, NO EXISTING TREES SHALL BE DISTURBED OR DAMAGED. THE OWNER, IN WRITING, MUSTAPPROVE THE REMOVAL OF ANY EXISTING TREES IF THE CONTRACTOR BELIEVES THAT AN EXISTING TREE IS IN CONFLICT WITH THE PROPOSEDIMPROVEMENTS. NO TREES OR TREE STUMPS SHALL BE BURIED ONSITE.4. EXISTING KNOWN SURVEY MONUMENTS (SHOWN ON THE PLANS) ENCOUNTERED DURING CONSTRUCTION ARE TO BE PRESERVED AND LEFTUNDISTURBED. SHOULD THE CONTRACTOR ENCOUNTER UNKNOWN MONUMENTS, PROPERTY STAKES, ETC. (NOT SHOWN ON THE PLANS), THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO ANY DISTURBANCE. FAILURE TO PRESERVE SUCH MONUMENTS SHALL NOT BEALLOWED AND REPLACEMENT BY A REGISTERED LAND SURVEYOR SHALL BE AT THE CONTRACTOR'S EXPENSE.5. ELEVATIONS SHOWN WITHIN THIS PLAN REFERENCE THE NORTH AMERICAN VERTICAL DATUM.6. REFER TO THE PROJECT ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILS PERTAINING TO THE PROPOSED BUILDINGS,ASSOCIATED ARCHITECTURAL FEATURES, AND SITE WORK SURROUNDING THE BUILDING.7. THE CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE TV, ETC.) REGARDING THE LOCATION,SIZE, DEPTH, ETC. OF EXISTING AND PROPOSED SERVICE LINES WITHIN THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE THERELOCATION OF ANY PRIVATE UTILITIES THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL CAREFULLYWORK AROUND EXISTING UTILITY LINES, UTILITY POLES, UTILITY STRUCTURES, GUY WIRES, ETC. THAT ARE TO REMAIN UNDISTURBED. THECONTRACTOR SHALL PROVIDE ANY NECESSARY TEMPORARY SHORING OR OTHER MEASURES TO PROTECT THESE FEATURES DURINGCONSTRUCTION ACTIVITIES. (ALL INCIDENTAL TO CONSTRUCTION)GENERAL EROSION CONTROL NOTES:1. THE CONTRACTOR SHALL INSTALL ALL NECESSARY EROSION CONTROL MEASURES TO PREVENT EROSION ONTO THE ADJACENT PROPERTIESAND INTO THE ADJACENT EXISTING STREETS. ADDITIONAL EROSION CONTROL, NOT SHOWN ON THIS PLAN, MAY BE REQUIRED BY THE FIELDENGINEER OR BY THE CITY DURING CONSTRUCTION (INCIDENTAL). EROSION CONTROL AND SITE STABILIZATION MEASURES SHALL BE INSTALLEDAND MAINTAINED IN ACCORDANCE WITH THIS CONSTRUCTION PLAN, THE PROJECT SPECIFICATIONS, THE LATEST EDITION OF THE WISCONSIN DNREROSION CONTROL TECHNICAL STANDARDS, ANY LOCAL EROSION CONTROL & STORMWATER ORDINANCES, AND ANY CONDITIONS OF APPROVAL.INSTALL EROSION CONTROL MEASURES PRIOR TO INITIATION OF ANY SITE WORK. SEE THE "CONSTRUCTION SITE EROSION CONTROLREQUIREMENTS" FOR FURTHER EROSION CONTROL REQUIREMENTS AND NOTES.2. CONTRACTOR SHALL PROTECT ALL EXISTING AND PROPOSED STREET INLETS, MANHOLES, DRAINAGE SWALES, CULVERTS, ETC. FROM SILTATIONDURING CONSTRUCTION AND UNTIL FINAL STABILIZATION OCCURS.3. ALL EROSION CONTROL MEASURES AND STRUCTURES SHALL BE INSPECTED, MAINTAINED, AND DOCUMENTED BY THE CONTRACTOR WEEKLYAND WITHIN 24 HOURS AFTER A PRECIPITATION EVENT 0.5 INCHES OR GREATER. ALL NECESSARY REPAIR AND MAINTENANCE WILL BE DONE ATTHIS INSPECTION TIME. THESE INSPECTIONS SHALL BE DOCUMENTED BY THE CONTRACTOR AND AVAILABLE TO THE ENGINEER AND/OR OWNERUPON REQUEST. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION OR INCLUDED IN THE CORRESPONDING EROSION CONTROLPRICE BID (IF APPLICABLE). GENERAL TRAFFIC CONTROL NOTES:1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE HIS/HER WORK TO MINIMIZE THE INCONVENIENCE TO THE RESIDENTS ANDBUSINESSES LOCATED ADJACENT TO THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST TWO DAYS PRIOR TO CLOSING ANYSECTION OF STREET.2.ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDITION OF THE UNITED STATESDEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD). THE CONTRACTORIS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL DURING THE DURATION OF CONSTRUCTION. THE CONTRACTOR SHALL INSPECT ALLTRAFFIC CONTROL MEASURES DAILY AND PERFORM ANY NECESSARY MAINTENANCE OR ADJUSTMENTS BASED ON THE ACTIVITIES PLANNED.ADDITIONAL TRAFFIC CONTROL MEASURES NOT SPECIFIED WITHIN THE CONTRACT DOCUMENTS MAY BE REQUIRED DURING CONSTRUCTION BY THECITY AND ENGINEER (INCIDENTAL TO CONSTRUCTION). THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER AND CITY STAFF RELATIVE TOTHE PLACEMENT AND MAINTENANCE OF ALL BARRICADES AND OTHER MEASURES USED.3.AFTER ALL CONSTRUCTION RELATED ACTIVITIES ARE COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL MEASURES. ANYDISTURBANCE OR DAMAGE RESULTING FROM THE REMOVAL OF THE TRAFFIC CONTROL MEASURES SHALL BE RESTORED OR REPAIRED TO THESATISFACTION OF THE CITY.GENERAL GRADING NOTES:1. ALL GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CONSTRUCTION PLAN, THE PROJECT SPECIFICATIONS, AND ANYCONDITIONS OF APPROVAL..2. ALL PROPOSED GRADES SHOWN WITHIN THE PLANS ARE FINISHED GRADES. UNLESS SPECIFIED ON THE PLAN, THE CONTRACTOR SHALLCONSTRUCT/GRADE ALL CONCRETE, ASPHALT, AND GRASS AREAS TO A MINIMUM SLOPE OF 1.0%, 1.0%, AND 1.0%, RESPECTIVELY. THE MAXIMUMSURFACE SLOPE ACROSS HANDICAP PARKING STALLS AND WALKWAYS IN ANY DIRECTION SHALL BE 2.0% AND ACROSS HANDICAP ACCESSIBLERAMPS SHALL BE 8.0%. THE MAXIMUM SURFACE SLOPE ACROSS THE PROPOSED PAVEMENT SHALL BE 6.0% UNLESS SPECIFIED OTHERWISE ON THEPLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, PRIOR TO CONSTRUCTION, OF ANY AREAS WHICH DO NOT SATISFY THE ABOVEMENTIONED SLOPES.3. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS/HER OWN COMPUTATIONS FOR DETERMINATION OF EARTHWORK AND TOPSOILQUANTITIES PRIOR TO BIDDING. IT IS RECOMMENDED THAT EACH BIDDER VISIT THE SITE TO VERIFY THE EXISTING CONDITIONS. NO CHANGES WILLBE MADE IN THE BID QUANTITY AMOUNT OR UNIT PRICE UNLESS CHANGES ARE MADE TO THE CONTRACT DRAWINGS AFTER BIDDING OF THECONTRACT.4. NO STOCKPILES (TOPSOIL OR EARTH MATERIAL) SHALL REMAIN AFTER ALL GRADING WORK IS COMPLETED UNLESS DIRECTED OTHERWISE BYTHE OWNER. IF AFTER THE COMPLETION OF ALL SITE GRADING AND SUBGRADE PREPARATION WORK THERE IS EXCESS FILL MATERIAL, THECONTRACTOR SHALL HAUL/STOCKPILE THE MATERIAL AT A LOCATION(S) AS DESIGNATED BY THE OWNER OR DISPOSE OF THE MATERIAL ASDIRECTED BY THE OWNER. IF THERE IS A SHORTAGE OF FILL MATERIAL, THE CONTRACTOR SHALL PURCHASE/IMPORT THE MATERIAL FROMOFFSITE. ALL GRADING AND SUBGRADE PREPARATION WORK AS WELL AS ANY DISPOSAL OF EXCESS MATERIAL AND/OR IMPORTING OF MATERIALSHALL BE INCIDENTAL TO THE UNCLASSIFIED EXCAVATION BID ITEM.5. FILL PLACED WITHIN 10 FEET OR LESS FROM THE OUTSIDE EDGE OF A BUILDING SHALL BE SUITABLE EXCAVATED SOIL FREE OF ORGANICDEBRIS, CLAY BALLS, AND AGGREGATE LARGER THAN 1.5-INCHES. THE FILL MATERIAL WITHIN THESE AREAS SHALL BE SPREAD AND COMPACTEDUNIFORMLY IN 6-INCH TO 8-INCH MAXIMUM LIFTS TO AT LEAST 95 PERCENT MAXIMUM DRY DENSITY PER MODIFIED PROCTOR (ASTM D1557). ALLOTHER FILL AREAS WITHIN THE PROJECT SITE SHALL BE SPREAD AND COMPACTED IN 12-INCH MAXIMUM LIFTS TO AT LEAST 93 PERCENT DRYDENSITY PER MODIFIED PROCTOR (ASTM D1557).GENERAL SUBGRADE PREPARATION & PAVING NOTES:1. ALL GRADING, SUBGRADE PREPARATION, AND PAVING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS CONSTRUCTION PLAN, THEPROJECT SPECIFICATIONS, THE LATEST EDITION OF THE WISCONSIN DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY ANDSTRUCTURE CONSTRUCTION, AND ANY CONDITIONS OF APPROVAL.2. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE HIS/HER OWN COMPUTATIONS FOR DETERMINATION OF EARTHWORK AND TOPSOILQUANTITIES PRIOR TO BIDDING. IT IS RECOMMENDED THAT EACH BIDDER VISIT THE SITE TO VERIFY THE EXISTING CONDITIONS. NO CHANGES WILLBE MADE IN THE BID QUANTITY AMOUNT OR UNIT PRICE UNLESS CHANGES ARE MADE TO THE CONTRACT DRAWINGS AFTER BIDDING OF THECONTRACT.3. IF AFTER THE COMPLETION OF ALL SUBGRADE PREPARATION WORK THERE IS EXCESS FILL MATERIAL, THE CONTRACTOR SHALLHAUL/STOCKPILE THE MATERIAL AT A LOCATION(S) AS DESIGNATED BY THE OWNER OR DISPOSE OF THE MATERIAL AS DIRECTED BY THE OWNER. IFTHERE IS A SHORTAGE OF TOPSOIL AND/OR FILL MATERIAL, THE CONTRACTOR SHALL PURCHASE, EXCAVATE, HAUL, GRADE, AND COMPACT THEMATERIAL FROM AN OFFSITE LOCATION. ALL STOCKPILING OR DISPOSAL OF EXCESS MATERIAL AS WELL AS ALL IMPORTING OF TOPSOIL AND/ORFILL MATERIAL SHALL BE INCIDENTAL TO CONSTRUCTION OR INCLUDED IN THE CORRESPONDING BID ITEM (IF APPLICABLE).4. THE ELEVATIONS REFERENCED WITHIN THIS PLAN FOR THE PROPOSED ROADWAY CENTERLINE, CURB, AND MATCHLINES ARE FORINFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE TO VERIFY MATCHLINES TO EXISTING PAVEMENT, CURB, SIDEWALK, GRASSAREAS, ETC. DURING CONSTRUCTION AND COORDINATE WITH THE FIELD ENGINEER REGARDING ANY NECESSARY CHANGES/ADJUSTMENTS.5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SLOPES FOR GRASS/LAWN AREAS RANGE BETWEEN 1% AND 25.0% UNLESSDIRECTED OTHERWISE BY THE FIELD ENGINEER. THE ROADWAY TRANSVERSE SLOPE SHALL RANGE BETWEEN 1.0% AND 5.0% UNLESS DIRECTEDOTHERWISE BY THE FIELD ENGINEER. THE ROADWAY CURB LONGITUDINAL SLOPE SHALL RANGE BETWEEN 0.4% AND 8.0% UNLESS DIRECTEDOTHERWISE BY THE FIELD ENGINEER.6. ALL MATCHLINES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE CITY STAFF AND/OR FIELDENGINEER DURING CONSTRUCTION FOR ALL MATCHLINE LOCATIONS (INCIDENTAL). WHERE NEW PAVEMENT (CONCRETE OR ASPHALT) SHALL ABUTOR MATCH EX. PAVEMENT, THE CONTRACTOR SHALL SAWCUT A STRAIGHT & CLEAN MATCHLINE (INCIDENTAL TO PAVING).7. PRIOR TO THE INSTALLATION OF ANY NEW CURB, ASPHALT, SIDEWALK, OR DRIVEWAYS; THE FIELD ENGINEER SHALL INSPECT ALL STRING LINESAND FORMING PREPARED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE FIELD ENGINEER THREE DAYS PRIOR TO PAVING ACTIVITIESFOR COORDINATION PURPOSES. THE CONTRACTOR SHALL BE PRESENT DURING THE FIELD ENGINEER'S INSPECTION OF THE STRING LINE ANDFORMING TO MAKE ADJUSTMENTS AS NECESSARY TO MAINTAIN REQUIRED SLOPES. AFTER APPROVAL BY THE FIELD ENGINEER OF THE STRINGLINE AND FORMING, THE CONTRACTOR MAY PROCEED WITH PAVING ACTIVITIES.8.GENERAL RESTORATION NOTES:1.ALL PROPOSED RESTORATION SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THIS CONSTRUCTION PLAN, THE PROJECTSPECIFICATIONS, THE REQUIREMENTS OF THE OWNER, AND ANY CONDITIONS OF APPROVAL.2. ALL DISTURBED OPEN SPACE AREAS SHALL BE TOPSOILED (MINIMUM 6" THICK), SEEDED, FERTILIZED, AND MULCHED IN ACCORDANCE WITH THECONSTRUCTION PLANS, THE PROJECT SPECIFICATIONS, THE LATEST EDITION OF THE WISCONSIN DEPARTMENT OF TRANSPORTATIONSPECIFICATIONS FOR HIGHWAY AND STREET CONSTRUCTION, AND THE WISCONSIN DNR CONSERVATION PRACTICE STANDARDS 1058 & 1059.WORK OUTSIDE OF PROJECT PROPERTY NOTES:1. ALL DISTURBANCE WITHIN THE EXISTING CITY RIGHT-OF-WAY SHALL BE KEPT TO A MINIMUM. ALL PAVEMENT, GRASS AREAS, ETC. DISTURBEDWITHIN THESE AREAS DURING CONSTRUCTION SHALL BE RESTORED EQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITIONS AND TO THESATISFACTION OF THE CITY. EXISTING GRAVEL BASE AND PAVEMENT DISTURBED WITHIN THE EXISTING STREET SHALL BE RESTORED WITH EQUALTHICKNESS AND WORKMANSHIP TO EXISTING CONDITIONS OR AS DIRECTED BY THE CITY. THE CONTRACTOR SHALL COORDINATE WITH THE CITYSTAFF REGARDING BACKFILL AND COMPACTION REQUIREMENTS FOR ANY WORK PERFORMED WITHIN THESE AREAS.TOPSOILSUBSOILSTRAW MULCH OR EROSIONCONTROL BLANKET AS SPECIFIEDSPECIFIED SEED MIX ANDFERTILIZER APPLIED ATSPECIFIED RATESCARIFY SUBSOIL TO PROMOTEROOT PENETRATIONNOTE: WHERE REQUIRED, PLANT HERBACEOUS PLUGSACCORDING TO PLAN, OR AS DIRECTED BY ENGINEER.6" MIN.TOPSOIL AND SEEDING DETAILNO SCALE BELL AND SPIGOT PIPECLASS "B" EMBEDMENT FOR RIGID PIPE DETAILNO SCALE TONGUE AND GROOVE PIPEWET TRENCHDRY TRENCHX TRENCHES SHALL COMPLYWITH OSHA REQUIREMENTS DRY TRENCHWET TRENCH GENERAL NOTES:1.BEDDING AND HAUNCHING MATERIAL SHALL BE WELL-GRADED 3/4 TO 1/4 INCH CRUSHEDSTONE OR OTHER NON-COHESIVE MATERIAL NOT SUBJECT TO MIGRATION AND FREE OF DEBRIS,ORGANIC MATERIAL, AND LARGE STONES.2.BEDDING MATERIAL TO BE PLACED BEFORE SETTING PIPE, 4 INCH MINIMUM UNDER BARREL WITH3 INCH MINIMUM UNDER BELL.3.INITIAL BACKFILL SHALL BE DENSELY COMPACTED, NON-COHESIVE FINELY DIVIDED MATERIALFREE OF DEBRIS, ORGANIC MATERIAL, AND LARGE STONES.4.IN ROCK OR OTHER UNCOMPRESSIBLE MATERIALS, THE TRENCH SHALL BE OVEREXCAVATED AMINIMUM OF 6-INCHES AND REFILLED WITH GRANULAR MATERIAL. PAVEMENT SUBGRADE OR FINISHED GRADEMINIMUM CLEAR WIDTHAS SPECIFIEDSPRINGLINECOMPACTED INITIAL BACKFILLCAREFULLY COMPACTEDHAUNCHING MATERIALCAREFULLY COMPACTEDBEDDING MATERIAL3 INCHES OF CRUSHED STONEREQUIRED IN WET TRENCH 1'-0" X Y Y 3"4" 3"3" SECTION A-APLAN1 A HEAVYd50=12"LIGHTd50=6"MEDIUMd50=9" 1 DIA. ORSPAN1441 SECTION B-B1 RIP RAP AT OUTLETSNO SCALE DIA.OFROUNDPIPE(IN.)12151821242730364248 L(FT.)881010121214161820 12"DEPTHRIPRAP(CU.YDS.)2.82.93.94.25.55.87.39.210.912.9 18"DEPTHRIPRAP(CU.YDS.)4.14.45.96.38.38.710.913.816.319.4 24"DEPTHRIPRAP(CU.YDS.)5.55.87.88.411.011.614.518.321.725.824"DEPTHRIPRAP(CU.YDS.)7.810.914.318.321.725.418"DEPTHRIPRAP(CU.YDS.)5.98.210.813.716.319.012"DEPTHRIPRAP(CU.YDS.)3.95.57.29.210.912.7SPANOFHERCP(IN.)223038455360L(FT.)101214161820NOTES:PIPE SIZES LARGER THAN THOSE SHOWN REQUIRE A SPECIALDESIGN.LIGHT RIPRAP SHALL BE UNDERLAIN WITH TYPE R FABRIC.MEDIUM AND HEAVY SHALL BE UNDERLAIN W/ TYPE HR FABRIC.FOR PIPES GREATER THAN OR EQUAL TO 30" USE 1.5'. TABLE OF QUANTITIESRIPRAP AT RCP OUTLETS TABLE OF QUANTITIESRIPRAP AT HERCP OUTLETSOR BOXES OF EQUIVALENT SPAN WIDTH FILTER FABRIC 1'-0" A FLAREDEND SECTION2'EL B B RIPRAPFILTER FABRIC1'-0"1'-0" © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSINPROJECT NO.21871001SHEETD4 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLCONSTRUCTION DETAILSPRELIMINARY PLOT DATE: 2/18/2026 7:40 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Details.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE......(920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 DRIVEWAY DETAILNO SCALESECTION B-B BBA APL SECTION A-A12"6"TOP OF CURBEXPANSIONJOINTEXPANSION JOINTFLOW LINE1"2'2.5' 6 INCH COMPACTED BASE COURSEREQUIRED UNDER CONCRETE DRIVEWAYS,6 INCH UNDER ASPHALT DRIVEWAYSSEE DRIVEWAY CURBAND GUTTER DETAIL10% MAX. SLOPEAPRON LENGTHVARIESSIDEWALKWIDTH 1/4 INCH/FOOT TO3/4 INCH/FOOT SLOPE6 INCH MINIMUM THICKNESSAT DRIVEWAYSEXPANSION JOINTEXPANSION JOINTFLOW LINE2'2.5'2'2.5' CONTRACTION JOINT AS REQ'DNEW DRIVEWAY APRON TO MATCHEXISTING DRIVEWAY MATERIAL (SEE PLANS)EXISTING ORPROPOSED SIDEWALK 1/2 INCH EXPANSION JOINT (TYP)6 INCH SIDEWALK 1/2 INCH EXPANSIONJOINT FOR CONCRETEDRIVEWAYSVARIESSEE PLANS12"EXISTING OR PROP. DRIVEWAY WIDTH VARIES(10 FEET MIN. - 24 FEET MAX.) SCALE: NONEASPHALT PAVING DETAIL 1-1/4" DENSE GRADED BASE COURSESUBGRADE2.25" THICK4.0" THICKASPHALTIC BINDER (Nmas #4, 12.5 mm NOMINAL AGGREGATE SIZE)NOTE: IF PAVING WITHIN CITY RIGHT OF WAY, EXISTING PAVEMENT AND GRAVELBASE THICKNESSES SHALL SUPERCEDE THE THICKNESSES SHOWN IN THIS DETAIL IFEXISTING CONDITIONS ARE GREATER (DETERMINED BY CITY IN THE FIELD). ASPHALTIC SURFACE (Nmas #3, 9 mm NOMINAL AGGREGATE SIZE)1.75" THICKBREAKER RUN8.0" THICK THIS SPACE IS INTENTIONALLY LEFT BLANKTHIS SPACE IS INTENTIONALLY LEFT BLANKTHIS SPACE IS INTENTIONALLY LEFT BLANK THIS SPACE IS INTENTIONALLY LEFT BLANK SAN SAN SS SSSSSSSSSS W WSAN WSANE E E E E E GGGGGGGGGG SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WWWWWWWWWWWWWWW E E EEEEEEEE EEE EE G G G G G G G G G G G G G G G SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W E E WW WWWWWWWWWWWWWWWWW E E E E E E E E E GRAVEL LIGHT POLE ASPHALTASPHALT BOULDER BOULDER FLAG POLE ASPHALT LIGHT POLE POST GRAVEL SIDEWALKLIGHT POLE W SAN SAN SAN SAN SAN << << << <<< 920 916 917 918 919 916 917918 917918918 920920 918 919 919 919 917 917917 917918918919 EX. 2' WIDE BERM EX. 2' WIDE BERM SHALER DRIVE BAYBERRY LANE SHALER DRIVE(TO BE CONSTRUCTED 2026) EXISTING LOT LINEEXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE 25' SETBACK LINE 40' SETBACK LINE 40' SETBACK LINE 25' SETBACK LINE 25' SETBACK LINE EXISTING BUILDINGFFE = 920.50 EX. GRAVELPARKING LOTEX. ASPHALTPARKING LOT © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSIN PROJECT NO.21871001SHEETST1 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLEROSION CONTROL PLANPRELIMINARY PLOT DATE: 2/18/2026 9:43 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Erosion Control.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE...... GENERAL NOTES:1. THE CONTRACTOR SHALL INSTALL TRACKING PAD(S) AT ALLACCESS LOCATIONS TO THE PROJECT SITE (SEE DETAIL).APPROXIMATE DISTURBANCE LIMITSLEGEND:SURFACE DRAINAGE DIRECTION ARROWSILT FENCEDITCH CHECK AT CULVERT KEY NOTES:EXISTING SURVEY MONUMENTS (IRON PIPE, IRON RODS, ETC.) TO BE PRESERVED. IF THE CONTRACTORANTICIPATES DISTURBANCE TO ANY EXISTING SURVEY MONUMENTS DURING CONSTRUCTION, THE CONTRACTORSHALL NOTIFY THE CITY PRIOR TO CONSTRUCTION.EXISTING SITE FEATURE (TREE, SHRUB, UTILITY POLE, UTILITY PED, FENCE, WALL, ETC.) TO REMAIN UNDISTURBEDUNLESS DIRECTED OTHERWISE BY THE OWNER. CONTRACTOR SHALL PERFORM THEIR WORK SO AS TO PRESERVETHESE SITE FEATURES. ANY DAMAGE OR DISTURBANCE TO EXISTING SITE FEATURES AS DETERMINED BY THEOWNER SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.EXISTING SITE FEATURE (SIGN, MAILBOX, ETC.) TO BE CAREFULLY REMOVED, SALVAGED, TEMPORARILY STOREDBY THE CONTRACTOR AND THEN RESET BY THE CONTRACTOR AT THE END OF CONSTRUCTION AS DIRECTED BYTHE CITY (INCIDENTAL TO CONSTRUCTION). 123 TEMPORARY EROSION BARRIERINLET PROTECTION 1 2 2 1 1 2 2 (920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 SAWCUT EXISTING CURB FORPROPOSED ASPHALT DRIVEWAY REMOVE AREA OF EX. BERM FORPROPOSED ASPHALT DRIVEWAY DISTURBANCE LIMITS (TYP.) SANSANSSSSSSSSSSSS WWSAN WSANEEEEEE GGGGGGGGGGSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWW EEEEEEEEEE EEEEE GGGGGGGGGGGGGGG SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WWWWWWW EE WW WWWWWWWWWWWWWWWWW EEEEEEEEE GRAVEL LIGHT POLEASPHALTASPHALTBOULDERBOULDER FLAG POLEASPHALTLIGHT POLE POST GRAVEL SIDEWALKLIGHT POLE W SANSANSANSANSAN <<<<<< <<< EX. 2' WIDE BERM EX. 2' WIDE BERM SHALER DRIVEBAYBERRY LANE SHALER DRIVE(TO BE CONSTRUCTED 2026) EXISTING LOT LINEEXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE25' SETBACK LINE 40' SETBACK LINE 40' SETBACK LINE 25' SETBACK LINE 25' SETBACK LINE EXISTING BUILDINGFFE = 920.50EX. GRAVELPARKING LOTEX. ASPHALTPARKING LOT 4.1' 10.0'32.0'20.0' R25.0'R25.0'PROPOSED STORAGEUNIT BUILDING(SEE ARCHITECTURAL PLANS)40.0'196.0' <0+001+004.9' 10.0' 20.0'30.0'24.0'24.4'9.2' 27.7' © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSINPROJECT NO.21871001SHEETST2 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLSITE PLANPRELIMINARY PLOT DATE: 2/18/2026 9:50 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Site Plan.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE......(920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 02040 PROPOSED ASPHALT AREA DISTURBANCE LIMITS (TYP.) SAWCUT EXISTING CURB FORPROPOSED GRAVEL DRIVEWAY SANSANSSSSSSSSSSSS WWSAN WSANEEEEEE GGGGGGGGGGSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWW EEEEEEEEEE EEEEE GGGGGGGGGGGGGGG SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WWWWWWW EE WW WWWWWWWWWWWWWWWWW EEEEEEEEE GRAVEL LIGHT POLEASPHALTASPHALTBOULDERBOULDER FLAG POLEASPHALTLIGHT POLE POST GRAVEL SIDEWALKLIGHT POLE W SANSANSANSANSAN <<<<<< <<< EX. 2' WIDE BERM EX. 2' WIDE BERM SHALER DRIVEBAYBERRY LANE SHALER DRIVE(TO BE CONSTRUCTED 2026) EXISTING LOT LINEEXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE25' SETBACK LINE 40' SETBACK LINE 40' SETBACK LINE 25' SETBACK LINE 25' SETBACK LINE EXISTING BUILDINGFFE = 920.50EX. GRAVELPARKING LOTEX. ASPHALTPARKING LOT PROPOSED STORAGEUNIT BUILDING(SEE ARCHITECTURAL PLANS) < 53 L.F. - 12IN RCP @ -0.51% 0+001+00 A1.012" FLARED END SECTIONIE = 917.67 (12" N)CONTRACTOR TO FIELD VERIFYELEVATION OF EXISTING GRASS SWALEAND ENSURE PROPER SLOPE CAN BE RETAINED A1.112" FLARED END SECTIONIE = 917.40 (12" S)CONTRACTOR TO FIELD VERIFYELEVATION OF EXISTING GRASS SWALEAND ENSURE PROPER SLOPE CAN BE RETAINED 916920916920 -0.50% -0.50% 917.9917.86 917.4917.360+001+00I.E. = 917.40I.E. = 917.6753 L.F. - 12IN RCP @ -0.51%PROPOSED GROUNDELEVATION @ REF. LINE © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSINPROJECT NO.21871001SHEETST3 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLUTILITY PLANPRELIMINARY PLOT DATE: 2/18/2026 9:50 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Site Plan.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE......(920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 SECTION A-A' A A'02040 MEDIUM RIPRAP 7 S.Y. (SEE DETAIL) MEDIUM RIPRAP 7 S.Y. (SEE DETAIL) DISTURBANCE LIMITS (TYP.) SAN SAN SS SSSSSSSSSS W WSAN WSANE E E E E E GGGGGGGGGG SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN WWWWWWWWWWWWWWW E E EEEEEEEE EEE EE G G G G G G G G G G G G G G G SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W E E WW WWWWWWWWWWWWWWWWW E E E E E E E E E GRAVEL LIGHT POLE ASPHALTASPHALT BOULDER BOULDER FLAG POLE ASPHALT LIGHT POLE POST GRAVEL SIDEWALKLIGHT POLE W SAN SAN SAN SAN SAN << << << <<< 920 916 917 918 919 916 917918 917918918 920920 918 919 919 919 917 917917 917918918919 EX. 2' WIDE BERM EX. 2' WIDE BERM SHALER DRIVE BAYBERRY LANE SHALER DRIVE(TO BE CONSTRUCTED 2026) EXISTING LOT LINEEXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE EXISTING LOT LINE 25' SETBACK LINE 40' SETBACK LINE 40' SETBACK LINE 25' SETBACK LINE EXISTING BUILDINGFFE = 920.50 EX. GRAVELPARKING LOTEX. ASPHALTPARKING LOT PROPOSED STORAGEUNIT BUILDING < 920 920 916 917 918 919 917918919 920 918919 917918 FL=916.84 FL=916.74 1.7%2.0% 0.0%0.0% 1.7%2.0% 1.4%3.5%3.7%1.4%1.8%1.8%0.6%5.4%4.2% 5.4% 5.4%1.0%0.5%0.5% 0.8% 3.5% 1.0% 1.0% 1.0% 1.1% 1.1% 2.3% 0.8% FFE=920.25 EP=919.07 LP EP=919.78 HP EP=919.04 LPEP=919.16EP=919.16EP=919.16EP=918.91 EP=920.25 HPEP=919.85EP=919.85EP=919.02 LP 920.25 919.93EP=919.83 HP EP=919.83 HP FL=918.70 FL=918.586.9%7.2%EP=918.42 EP=918.48EP=918.98EP=918.70 EP=918.97EP=918.59 2.7%2.7%10.0% 2.7% 2.6% 3.2% 2.6% 3.7% 2.4%2.3%4.1%4.1%1.0% 0.0% 0.0% 7.9% 6.6% 2.5% 6.5% 1.5% 11.7%2.9%EX=920.44EX=920.44 EX=920.44EX=920.20 0.4% 2.4% 2.9%4.2%4.3%1.7% 25.3%13.3%EX=920.41EX=920.50 0.5% 0.5% 0.5% 0.5% 0.5% 33.5%33.6% 26.9% 20.8% 25' SETBACK LINE 1.0% 1.0% 1.0% © MSA Professional Services, Inc.www.msa-ps.comENGINEERING | ARCHITECTURE | SURVEYINGFUNDING | PLANNING | ENVIRONMENTALALL-PHASE STORAGE UNIT ADDITIONCITY OF WAUPUNDODGE COUNTY, WISCONSIN PROJECT NO.21871001SHEETST4 DRAWN BY: MWC DESIGNED BY: MWC CHECKED BY: JMLGRADING PLAN PRELIMINARY PLOT DATE: 2/18/2026 9:55 AM, G:\21\21871\21871001\CADD\Construction Documents\21871001 - Grading Plan.dwg PROJECT DATE: .NO.REVISIONBY .. .. .. DATE......(920) 887-4242201 Corporate Drive Beaver Dam, WI 53916 02040 CONTRACTOR TO ADJUST EX. BERMTO MATCH EDGE OF PAVEMENT GRADE LEGENDEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOUR940941940939 PROPOSED DRAINAGE SWALEEXISTING DRAINAGE SWALEEXISTING 2' WIDE BERM EP=918.00EX=918.00EXISTING SPOT ELEVATION LABELPROPOSED SPOT ELEVATION LABELPROPOSED SLOPE LABELEXISTING SLOPE LABEL0.4%0.4%APPROXIMATE GRADING LIMITSGENERAL NOTES:1.CONTRACTOR TO INSTALL EROSION MATTINGWHERE PROPOSED SURFACE EXCEEDS A 4:1SLOPE, WITHIN DRAINAGE SWALES (IF DISTURBED)AND/OR AS DIRECTED BY THE OWNER.2.RESTORE UN-PAVED DISTURBED AREAS WITHTOPSOIL & GRASS LAW TURF (TYPICAL - SEE SPEC).3.GRADE AREAS TO DRAIN AWAY FROM BUILDINGSAND/OR AS DIRECTED BY THE OWNER SAWCUT EXISTING CURB FORPROPOSED GRAVEL DRIVEWAY DISTURBANCE LIMITS (TYP.)