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Home My WebLink About25-20-Laterals various locationsREGARDING THE CRITERIA OF REASONABLENESS AND BENEFIT This report was prepared and submitted to satisfy the requirements that the City is required to show that the assessments will benefit the properties assessed in the Storm Sewer Laterals (New and Relay) Relating to Contract No. 25-20 assessments as per Wisconsin State Supreme Court Decision (Berkvam vs. the City of Glendale, 79 Wis. 2d 279.255 NW 251 (1979). Criteria of Reasonableness It is the opinion of this office that the assessments are, in fact, reasonable. The assessments have been calculated in accordance with the City of Oshkosh Policy for Special Assessments for assessing costs for street construction. Utility lateral costs are assessed to each lot needing lateral work. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the installation of the storm sewer laterals. The utility laterals provide a connection to the mains for each property. Estimated cost of the project is: $317,282.51 Proposed Assessments are: $15,000.00 City Cost of the project is: $302,282.51 1AEngineering \2021 - 2030 Contracts\2025 CONTRACTS\25-20 Mini Storm\ Construction\ Reports\ Report of Director of PW \25-20 Criteria for Reasonableness and Benefit_6-12-25.docx LAKE BUTTE DES MORTS E L O N Lo N O N L2 Lo Q) O :J T 0 c 0 :J LAKE WINNEBAGO CITY CONTRACT 25=20 STORM SEWER LATERALS / VARIOUS LOCATIONS OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES / PAVEMENT SUMMARY SHEET 3 UTILITY SUMMARY SHEET LATERALS 4 141 W. 21ST AVENUE 5 502 AMHERST AVENUE 6 520 S. WESTFIELD STREET 7 712 EVANS STREET 8 1048 TAFT AVENUE 9 1056 ADAMS AVENUE 10 1111 MALLARD AVENUE 11 1203 OAK STREET 12 1329 W. 5TH AVENUE 13 1507 W. MURDOCK AVENUE 14 1702 SPRUCE STREET & 1703 WALNUT STREET 15 1820 & 1906 WINCHESTER AVENUE 16 1930 & 1931 MT VERNON STREET 17 2326 & 2332 JEFFERSON STREET 18 2387 ALLERTON DRIVE 19 3800 PARKVIEW COURT OUTFALL 20 WINDINGBROOK DRIVE OUTFALL QUANTITIES 21 PAVING ESTIMATED QUANTITY SHEET 22 STORM ESTIMATED QUANTITY SHEET ISSUED FOR BID - 04/29/2025 ADDENDUM #1 - 05/15/2025 1 TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION NOT TO SCALE 4" CONCRETE SIDEWALK, "E" RIGHT OF WAY 4" CONCRETE SIDEWALK 6"THRU DRIVEWAY (WHERE REQ'D.) VARIES VARIES A" FACE TO FACE OF CURB VARIES VARIES 6" THRU DRIVEWAY (WHERE REQ'D.) C/ 1.0-2.0% SLOPE = 2.0% MIN. 4.0 % MAX. g^ 1.0-2.0 -- 6" CONSTRUCTION OR HINGE JOINT AT C/L WITH Yz" X 30" DEFORMED BARS t'.S' '• $ b.5 •..t^�1.. .+V S. 4 .;5. -•'S ".S .•y, .+S:�''''. ti, 5'>': '}5•:.' '1•..' 'S.4 ti ,'1{•4 • •h.titi . BACKFILL, TOP SOIL .�..;,iw::-; �:+::'ea.—.. _4� . :F:2..�-.�.-r=r_; .ti*:it:1l�.,, , •^n..+. ?..�.:.r:w=i>tif,;7s<, a S , .'�, �' " �� , BACKFILL, TOP SOILSE U�Lj FERTILIZE SEED E (18" WHERE DISTURBED (18" TYP) 2 0, r II 2.0 18, ULC SAWED LONGITUDINAL JOINT I WHERE DISTURBED (18 TYP) BACKFILL, TOP SOIL, "C" PLAIN CONCRETE "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & E-MAT WITH INTEGRAL CURB BASE COURSE FERTILIZE, SEED & E-MAT DESIGNATED HAUL ROUTES INFORMATION 11 141 W 21ST AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. 21TH AVENUE TO S. MAIN STREET, A DESIGNATED TRUCK ROUTE. 502 AMHERST AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA AMHERST AVENUE TO JACKSON STREET AND OR ST RD. 44, A DESIGNATED TRUCK ROUTE. 520 S. WESTFIELD STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA S. WESTFIELD STREET TO W. 9TH AVENUE, A DESIGNATED TRUCK ROUTE. 712 EVANS STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA EVANS STREET TO E. IRVING AVENUE, THEN TO BOWEN STREET, A DESIGNATED TRUCK ROUTE. 1048 TAFT AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA TAFT AVENUE TO N. SAWYER STREET, A DESIGNATED TRUCK ROUTE. 1056 ADAMS AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA ADAMS AVENUE TO N. SAWYER STREET, A DESIGNATED TRUCK ROUTE. 1111 MALLARD AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA MALLARD AVENUE TO BOWEN STREET, A DESIGNATED TRUCK ROUTE. 1203 OAK STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA OAK STREET TO E. NEW YORK AVENUE, THEN TO BOWEN STREET, A DESIGNATED TRUCK ROUTE. 1329 W. 5TH AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. 5TH AVENUE TO S. SAWYER STREET, A DESIGNATED TRUCK ROUTE. 1507 W. MURDOCK AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA W. MURDOCK AVENUE, A DESIGNATED TRUCK ROUTE. 1702 SPRUCE STREET & 1703 WALNUT STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA HOBBS AVENUE TO WALNUT STREET, THEN TO W. MURDOCK AVENUE, A DESIGNATED TRUCK ROUTE. 1820 & 1906 WINCHESTER AVENUE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA WINCHESTER AVENUE TO HAMILTON STREET, THEN HAMILTON BACK TO WINCHESTER, FINALLY TO ALGOMA BOULEVARD, A DESIGNATED TRUCK ROUTE. 1930 & 1931 MT VERNON STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA MT VERNON STREET TO E. MURDOCK AVENUE, A DESIGNATED TRUCK ROUTE. 2326 & 2332 JEFFERSON STREET - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA JEFFERSON STREET TO E. SMITH AVENUE, THEN TO HARRISON STREET, A DESIGNATED TRUCK ROUTE. 2387 ALLERTON DRIVE - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA ALLERTON DRIVE TO MARICOPA DRIVE, THEN TO LENNOX STREET, FINALLY TO W. 20TH AVENUE A DESIGNATED TRUCK ROUTE., 3800 PARKVIEW COURT - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA PARKVIEW COURT TO E. SNELL ROAD, A DESIGNATED TRUCK ROUTE. WINDINGBROOK DRIVE OUTFALL - CONTRACTOR CAN ENTER OR EXIT THE CONSTRUCTION SEGMENT VIA WINDINGBROOK DRIVE TO SPRINGMILL DRIVE, THEN TO N. WESTHAVEN DRIVE TO EITHER WITZEL AVENUE OR ST. RD. 21, ( BOTH DESIGNATED TRUCK ROUTES. PLAN DESIGN INFORMATION DESIGN DATE MAY 2025 CAD FILE NAME DESIGN ENGINEER BRITTNEY MEYER PLAN REVISIONS DESCRIPTION ISSUED FOR BID REVISIONS CITY OF OSHKOSH, WI PAVEMENT SUMMARY - CONTRACT 25-20 PAVEMENT NOTES 1, THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET CONSTRUCTION IF CONFLICTS EXIST. 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 9. INLET CASTING TO BE WELLED 3 'BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. REPLACE DISTURBED SQUARES FROM UTILITY WORK AS DIRECTED BY THE ENGINEER IN THE FIELD. PROPOSED 4" CONCRETE SIDEWALK, 6" THRU DRIVEWAYS. (TYP) (3)•20' LENGTHS OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) (2) 94 TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP) 12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY 4 FT WIDE BEHIND BACK OF SIDEWALK. UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH,WI 24-HOUR 920-236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMEs RAGE- DIR. PUBLIC WORKS PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH- DIVISION MANAGER/ 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. CHERYL SELL PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-232-5333 WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS - CITY FORESTER 920-232-5314 PARKS DEPARTMENT OSHKOSH, WI CHAD DALLMAN-ASST. DIR. PARKS 920-232-5313 FORESTRY DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN LABUDA TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS 920-232-5342 ( TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR SPECTRUMICHARTER 3520 DESTINATION DR. JEFF ROTHERMEL 920-496-1821 APPLETON, WI ANDY VANTHULL 920-831-9202 WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN -SENIOR SERVICE SERVICE CORP. OSHKOSH, WI MANAGER g20-617-2778 WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800-450-7280 SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-80OA50-7240 WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. MADISON, WI TRANS CANADA 801 O'KEEFE ROAD MATT ERNST 920-338-6573 DE PERE, WI ANR PIPELINE W3925 PIPELINE LN. LARRY HUBER 920-477-2235 COMPANY EDEN, WI AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 FOND DU LAC, WI ENGINEER WINDSTREAAI 13935 BISHOPS DR. JAMES KOSTUCH 262.792.7938 BROOKFIELD, WI 53005 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-O FACILITIES 660 WITZEL AVE. JOFENLON 920-424-2438 MANAGEMENT OSHKOSH, WI 54903 7:30 - 4:30 DATE BY DESIGNATED PAVEMENT HAUL ROUTES / SUMMARY 04/29/2025 GENERAL NOTES FOR CONTRACT 25-20 FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. DEPTH=RIM CALCULATION OF BOX CULVERT (FRAME MINUS RAME& L DEPROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL FORMULA FOR ALL STORM MANHOLE RISERS INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF THE INLET AND STORM SEWER. OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET FOR ALL STORM INLETS & INLET MANHOLES CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL DEPTH=FLOWLINE ELEVATION MINUS INVERT E EVATION PLUS SUMP TO CITY GARAGE. DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 V VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS 757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED IN THE UNIT BID PRICE FOR CONCRETE SIDEWALK AND PAVEMENT. O= ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH, ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS, EXACT LOCATION 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME III = TYPE D "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP). THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL ***UNLESS OTHERWISE NOTED ON PLAN*** ALL SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., UNLESS OTHERWISE NOTED. SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND 5' TO 10' FROM STANDARD LIGHT DUTY 8" UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE CONNECT TO EXISTING SERVICE (TYP.) O BACK OF WALK LOCKING OPEN GRATE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET (NYLOPLAST - 0899CGS)* CONSTRUCTION IF CONFLICTS EXIST. 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK **"NO DUMPING DRAINS TO WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) 2 WATERWAY" GRATE MARKER** 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER 3 RELAY LIVE STORM LATERALS (6") TO BACK OF WALK DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O EXISTING GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN. SURFACE AS NEEDED FROM GRATE TO 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE PROVIDE MOWABLE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT REQUIRED TO BACK OF WALK WITH RISERS, BENDS, (A)CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY 2 MARKER BALLS MIN. (TYP) FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING O BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. 5 STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. SEWER REVISIONS 6" PVC STORM SEWER LATERAL MAIN CITY OF OSHKOSH, WISCONSIN 7 UTILITY SUMMARY - CONTRACT 25-20 * = OR APPROVED EQUAL BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2025 ISSUED FOR BID 04/29/2025 CAD FILE NAME DESIGN ENGINEER BRITTNEY MEYER Ln N O Lo N N O U T O C ri N O N LO Ln T N O U T G L N O N LO T N O U T a C