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Home My WebLink About25-05 - Waugoo AveREGARDING 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 Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay), Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals (New and Relay) Relating to Contract No. 25-05 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. Driveway costs are assessed to the abutting property owner based on a square foot cost. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the construction of concrete or bituminous pavement and replacement of the sanitary sewer mains and laterals, storm sewer laterals, and water distribution mains and laterals. The utility laterals provide a connection to the mains for each property. The storm sewer system will convey the runoff away from the area. The sanitary sewer and water distribution systems will provide a safe and reliable conveyance system for wastewater and drinking water. Estimated cost of the project is: $2,346,000.00 Proposed Assessments are: $138,000.00 City Cost of the project is: $2,208,000.00 I: \ Engineering \ 2021- 2030 Contracts\2025 CONTRACTS\ 25-05 W augoo Ave \ Construction \ Reports \ Report of Director of P W \ 25-05 Criteria for Reasonableness and Benefit_5-5-25.docx LAKE BUTTE DES MORTS Lo N O N \ N Q C 0 0 N L 0 0) m CITY CONTRACT 25-05 WAUGOO AVENUE RECONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 WAUGOO AVENUE, ROSALIA ST. TO STA. 17+50 6 WAUGOO AVENUE, STA. 17+50 TO STA. 23+50 7 SWEET STREET, WAUGOO AVE. TO BABBITZ AVE. UTILITIES 8 WAUGOO AVENUE, ROSALIA ST. TO STA. 16+00 9 WAUGOO AVENUE, STA. 16+00 TO STA. 20+00 10 WAUGOO AVENUE, STA. 20+00 TO STA. 24+00 11 SWEET STREET, WAUGOO AVENUE TO BABBITZ AVENUE 12 UTILITY TIE-IN, SWEET ST. & SHORELANE ST. ELECTRICAL 13 WAUGOO AVENUE, ROSALIA TO STA. 20+00 14 WAUGOO AVENUE STA. 20+00 TO STA. 24+00 QUANTITIES 15 ELECTRICAL ESTIMATED QUANTITY SHEET 16 PAVING ESTIMATED QUANTITY SHEET 17 STORM ESTIMATED QUANTITY SHEET 18 SANITARY ESTIMATED QUANTITY SHEET 19 WATER ESTIMATED QUANTITY SHEET 20 LATERAL ESTIMATED QUANTITY SHEET ISSUED FOR BID: 01/28/2025 I " 0 L0 N O N \ N Q F - -qqq% — am JFI N Oj C�Cc. LAKE WINNEBAGO 1' 0111 il Ep CITY CONTRACT 25-05 OSHKOSH, WISCONSIN . . . . STREETS TO BE PAVED/UTILITY WORK G«< DESIGNATED HAUL ROUTES - DESIGNATED TRUCK ROUTES O PROJECT AREA Lo N O N \ 04 N :D REVISIONS TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION - WAUGOO AVE. CITY OF OSHKOSH, WI NOT TO SCALE 'E" RIGHT OF WAY SUMMARY - CONTRACT 25-05 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK,PAVEMENT 6" THRU DRIVEWAY 6" THRU DRIVEWAY (WHERE REQ'D.) VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES (WHERE REQ'D.) PAVEMENT NOTES C/ "B" "B" 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 SLOPE = 2.0% MIN. 10-2 0 % 1 0 2 0% J 1 1 4.0 % MAX. 6" 6 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 _._-- — I CONSTRUCTION OR HINGE JOINT AT C/L WITH %2' X 30" DEFORMED BARS STREET CONSTRUCTION IF CONFLICTS EXIST. i 5' S "+ >"•' +" °+ ' "5 ` ' " ` = +' S+ • ` .. -, .....��.,-..,.,,. s :� :-`.:_; >r::.,.....:, 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. BACKFILL, TOP SOIL, �:r1..�,. .., _ - - BACKFILL, TOP SOIL, FERTILIZE SEED & MULCH WHERE DISTURBED (18" TYP) 2.0 2.0' FERT L ZE SEED & MULC 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT I WHERE DISTURBED (18" TYP) SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C" PLAIN CONCRETE "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & E-MAT WITH INTEGRAL CURB BA E C URSE FERTILIZE, SEED & E-MAT 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. PROPOSED TYPICAL ASPHALT PAVEMENT SECTION - SWEET ST. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14(MAX.) -6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, NOT TO SCALE UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. "D" RIGHT OF WAY 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 „A„ EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. V MIe 1.0' VARIES VARIES 1.0' AaIEs 9. INLET CASTING TO BE WELLED %" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES, "C" HMA PAVEMENT, NEW 1 FOOT GRAVEL SHOULDER LT OVERLAY (1.5") NEW 1 FOOT GRAVEL SHOULDER 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS 4" - 3/" B.A.D. C/L I 4" - %" B•A.D. 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) BACKFILL, TOP SOIL, (2) #4 TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP) EXISTING ASPAHLT EXCAVATION/C.A.B.C. LIMITS FERTILIZE, SEED & E-MAT TO REMAIN 12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE "D" NEW GRAVEL BASE ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY EXISTING GRAVEL BASE BACKFILL, TOP SOIL, 6" - 3" B.A.D. LOWER COURSE "C" HMA PAVEMENT, LT 4 FT WIDE BEHIND BACK OF SIDEWALK. FERTILIZE, SEED & E-MAT TO REMAIN 4"- 1%4' B.A.D. UPPER COURSE (2.5" LOWER LAYER, 1.5" UPPER LAYER) UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS BENCHMARK INFORMATION FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. DIGGERS HOTLINE 1-800-242-8511 °°�. AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADING/PAVING WORK CITY OF 0 HKOSH OSHKOSH, WI 24-HOUR POLICE DEPT. NON -EMERGENCY NUMBER 920-236-5700 CITY OF OSHKOSH FIRE DEPT. OSHKOSH, WI 24-HOUR NON -EMERGENCY NUMBER 920-236-5240 AREAS INDICATING NEW ASPHALT CITY OF OSHKOSH 215 CHURCH AVE. JAMES RABE -DIR. PUBLIC WORKS AREAS INDICATING GRAVEL SHOULDER/DRIVEWAY go PUBLIC WORKS DEPT. OSHKOSH, WI USTIN GIERACH-DIVISION MANAGER / 920-236-5065 ENGINEERING DIVISION CITY ENGINEER AREAS INDICATING EROSION MAT. ACTUAL LIMITS TO BE DETERMINED CITY OF OSHKOSH DEPT. PUBLIC WORKS DEPT. 757 W. 3RD AVE. CHERYL SELL 920-232-5333 BY THE ENGINEER IN FIELD. WATER DIVISION OSHKOSH, WI WATER DISTRIBUTION MANAGER CITY OF OSHKOSH PARKS DEPARTMENT 805 WITZEL AVE. TRAVIS DERKS -CITY FORESTER 920-232-5314 FORESTRY DIVISION OSHKOSH, WI CHAD DALLMAN -ASST. DIR. PARKS 920-232-5313 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 92D-232-5348 SIGN DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHKOSH,O JIM COLLINS TRANSPORTATION 920-232-5342 PAVEMENT SCHEDULE FOR CONTRACT 25-05 SPECTRUM - CHARTER 3520 DESTINATION DR. APPLETON. WI JEFF J. VANT U L ANDY J. VANTHULL 920-831-1822 920-831-9202 NET C/L "A" "B" "C" "D" "E„ WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN- SENIOR SERVICE LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SERVICE CORP. OSHKOSH, WI MANAGER 920-617-2778 WAUG00 AVENUE UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-80DA50-7280 (ROSALIA ST. TO LAKE WINNEBAGO) 1021.27' 32' 8' 7" CONCRETE 5" 69 APRON WORK, ASPHALT PAVING WORK, & TURF RESTORATION WORK. SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800-45D-7240 SWEET STREET UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE SIDEWALK/DRIVEWAY DRIVEWAY APRON WORK, ASPHALT & SOUTHERN RR CO. 1890 E. JOHNSON ST. MADISON, WI BEN MEIGHAN sob-2439129 (WAUG00 AVE. TO BABBITZ AVE.) 268.91' VARIES VARIES VARIES 59 PAVING WORK, & TURF RESTORATION WORK. TRANS CANADA 801 O'KEEFE ROAD DE PERE, WI MATT ERNST 920-33&6573 ALLIANT ENERGY -WPL _ _ 1-800-758-1576 EMERGENCY 1-80D-255-0268 NON -EMERGENCY AT&T WISCONSIN 70 E. DIVISION ST. FOND DU LAC, WI CHARLES BARTELT ENGINEER 920-929-1013 WINDSTREAM 13935 BISHOPS DR. BROOKFIELD, WI 53005 JAMES KOSTUCH 262-792-7938 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-0FACILITIES 650 WITZEL AVE. JOHN FENLON 920424-3466 MANAGEMENT OSHKOSH, WI 54903 7:00-3:30 920-424-2317 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY N0. STATION DESCRIPTION ELEV. DESIGN DATE NOVEMBER 2024 ISSUED FOR BID 01/28/2025 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 25-05 SHEET 03 OF 17 m 3 t 0 1 Ln N i Q) U) i �3 a 0 0 0 v 0 1 55 .N 0 Q) a' Lo N O N N 0 0) N GENERAL NOTES FOR CONTRACT 25-05 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. CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED 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 CASTING FOR ALL STORM INLETS & INLET MANHOLES AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL TO CITY GARAGE. DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 1' 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 757. W 3RD AVE, THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS IN THE UNIT PRICE FOR CONCRETE WALK 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.) CASTING NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE ST = PROP 6" STORM LATERAL & STORM LATERAL INLET REQ'D LATERAL SHALL BE INSTALLED IN OPEN TRENCH BACKFILLED WITH GRANULAR BACKFILL. TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS OR LATERAL IS LARGER THAN 6". EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP.) 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HALL ALL SALVAGED CASTINGS TO THE CITY YARD ON FERNAU STREET, UNLESS NOTED IP = TYPE D "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP.) OTHERWISE. *** UNLESS OTHERWISE NOTED ON PLAN*** 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SB =STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP.) 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 TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND 5' TO 10' FROM CONSTRUCTION IF CONFLICTS EXIST. CONNECT TO EXISTING SERVICE (TYP.) O BACK OF WALK STANDARD LIGHT DUTY 8" (NYLOPLAST - 0899CGSF)* 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/ EXISTING WATER MAIN 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK NO DUMPING DRAINS TO AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP.) O WATERWAY" GRATE MARKER** DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE UNIT PRICE OF THE WATER MAIN. 3 RELAY LIVE STORM LATERALS(6" TYP. OR AS SPECIFIED) DEPRESS GRATE 1" (MAXIMUM) FROM TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS O EXISTING GRADE REGRADE EXISTING 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT MIN. (TYP.) SURFACE AS NEEDED FROM GRATE TO CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY PROVIDE MOWABLE AREA FORECASTED RAIN EVENTS TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO 2 MARKER BALLS MIN. (TYP.) f- 2808AG DRAIN CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE BASIN (NYLOPLAST)* SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING O STANDARD 5' HEIGHT (ULO), PAID FOR UNDER BID TIEM #2914, #3890, #4950. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD STORM REVISIONS SEWERMAI N CITY OF OSHKOSH, WISCONSIN 6" PVC STORM SEWER LATERAL UTILITY SUMMARY - CONTRACT 25-05 * = OR APPROVED EQUAL BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY N0. STATION DESCRIPTION ELEV. DESIGN DATE NOVEMBER2024 ISSUED FOR BID 01/28/2025 UTILITY SUMMARY DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 25-05 SHEET 04 OF 17 1 ,} ' WA U G O O AVENUE \ , I 'ALL SW ANDI ROPTIE-IN LIMITS it I 1 1 REMOVE EXISTING SIDEWALK I�ROP ON PRIVATE TO BE PROP. 6" H.E.S. CONC. EX. TREE TO REMAIN (TYP.) I REPLACE WITH 4" CONCRETE VERIFIED IN "SHE FIELD BY THE ( DWY TIE-IN REQ'D ; 1 SIDEWALK (6" THRU DRIVEWAYS) ENGINEER. 1 a (TYP,) PRESERVE EX. TREE. CLEARANCE FOR 1 TREE DIAMETERIAPPROX. INTEGRAL PAVING WILL NOT BE I DISTANCE FROM FACE OF TREE _.._I . PROP. 6" CONC. \ I TO PROP. BACK OF CURB TYP. DWY REMOVE 30"CURB ! PROVIDED AT THIS TREE LOCATION DWY APRON (TYP.) EX. PROPERTY IRON (TYP.) 1 REQ'D (TYP.) SW CURB SAWCUTP.P. IN SAWCUT ! PRESERVE EX. TREE. AND GUTTER (TYP.) CLEARANCE FOR INTEGRAL _ -j I ' O REQ'D (TYP.) I i t REQ'D 13� I - REQ'D PAVING WILL NOT BE ----( 7 ( SW TIE BARS L._.J I \ I I I i 1 �' i I i (TYP.) I I SA TYP. 1 - 1306 �131 �! 1 1316 j 33� PROVIDED AT THIS TREE j i I 1 132 .J 13P4i 1328 ��!I --;) 1332 ( ) � REQ'D (TYP.) ! � u I I i ' LOCATION i c0il L i ! lCt'"• j i' I! ; DISTANCE FROM P.P. ! SW TIE BARS`" - ASP s�P .00.TO t' ( ) D TYP. .,.. ...., .:.. :....,� ...., ... ., _r (TYP.) I. ...; :.....,..l..;:.. ,,RED `L gTc •1, /C �• ; ,! � -ram --- - _• - ._ .. - - - -� � � r.-. ° � n-----� _ _..._- .. _- ®" 3.70 3.5' Gb 6"/3.6' �' > `•, A <4"/4.4' 04.1' 4"l4.4' /4.T r 4 c 4"14.9' 8"/4.2' - 1 10"/4.3' Cy MATCH INTO EX. PAVT __757.15-"-_.___...._._.__......._.. _-. _� -� 756.95 756.62 756.18 755,74 755.3 754.88 754.42 753.97 753.53 753.09 752.65 1.25" DOWEL BARS @ 15" C-C BEGIN CONC. PAVT PROP. 7" CONC, PAVT REQ'D STA 12+35.24 +62.86 W/5" CA.B.C, REQ'D ® ® GB - - END TAPER 3 00 14�00 (BID ITEM #1301) 15 1 p +50.00 17 00 757.59 757.43 757.09 756.63 756.17 755.72 755.26 754.80 75 .34 753.89 753.43 752.97 t EX. ASP. PAV1 FULL DEPTH; O Q `q' - O 755.97 77.43 ...° .7.,57.27 756<.9_2 .._75._t6-- : - i �• B /4.5 � . .7-54.408/753.6-0 755.02 754.55752.65 SAWCUT 5753,13 REQ'D - -____1274.2' 112 /44 16 4.7 O LP - y STEP '•s4A'+EL LEE cc C<�rlr1303 ,,1.1305 ! I 13� 9 1 ! I ! 1313� ; ; 1317 j !!, ■■�� " `'' i i f r- ; ; , ! I ;\ I 900 4" CURB HEIGHT REQ'D FROM 1303A I I (TYP.)O.W 11313A FOR TO DWY1317A I 1321A REMOVE AND I PROP. 4' ASP. SURFACE LT I i REMOVE TREE 1 SW TIE BARS REPLCONC. STEP (TYP.) EX. W/ 6" C.A.B.C. REQ'D (TYP.) REQ'D (TYP.) i (I.D.) (TYP.) ! 1 PROP. 6" GRAVEL DWY TO HANDRAILS SAWCUT EX. CONC. @ R/W. � 1 TO REMAIN I REQ'D (TYP.) PROP. 4" CONC. I I ! 1 SIDEWALK TIE-IN I i REQ'D (TYP.) 1 I I EX, LANDSCAPING TO R TIO N I DISTURBED, REPLACE IN -KIND. I REMOVE, SALVAGE & RESET HANDRAILS. I APPROX. TURF RESTORATION PAID AS TURF RESTORATION BID ITEM (#1370). I I LIMITS (TYP.) COSTS SHALL BE INCLUDED IN BID ITEM #1530. S I PRESERVE LANDSCAPING TO GREATEST i I EROSION MAT REQUIRED AT STEEP I I I EXTENT POSSIBLE. REPLACE DISTURBED 1 i SLOPED AREAS. PAID AS TURF I IN -KIND. PAID AS TURF RESTORATION ' RESTORATION ITEM (#1370) (TYP.). I 1 BID ITEM (#1370). 1 i 757 ..........._....__ ----_ __._...._-_ 756 w - - m D N m c� 755 + h N �- II J 11 754- rn 753 12+00 12+50 757 756 755 754 757 756 755 754 753 13+00 13+50 - PROP. NORTH T.O.C. PROFILE PROP. NORTH FL PROFILE 14+00 14+50 EX. NORTH B.O.W. PROFILE 15+00 15+50 16+00 16+50 0.883% 17+00 11 h 755 u 754 - _ - 753 -- ....... _..--- 752 751 17+50 I -._...._ -----.-........................_.L.-_.....-----'---.... -0.320% I ... -`._...__--__._....._.._........._...._..-'._............. ----- PROP. CL - ' -- 75 6 PROFILE ..� o ^ N 757N s�6 _._....... . ___ .___.__ _--. . . ......... .... .._..... _ .._..._. _ __ __..- _.-_ _......_ ._. .-______ _.._..__ ._..._-____ 7rJ 4 ....._.._ .....-. _ - _ - ...._ - _ --7 --! 0.916% ___ .....__- - II N u EX. CL PROFILE _ - 0.916% - '--- II J J ---_759 7-----•-- - ---------_.......... --.......... _..._--._._.---;-...--_._.........._..----.____.................__...-_....-- - ..... --........ -----__......_.._........._.._..._-.._.-------..........-----.._._____.__.._......._._...______-_.........__..._ I .............._.....- - I I...-752.........75q.... -..................._........_..____...---- i -.... - ...._..........__._--------_._._._.-_..._._.__..._.`----._-._--- ---.___._._.-... 756 755 754 753 752 751 00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 -0.320% - - -� - _ EX. SOUTH B.C. PROFILE PROP. SOUTH T.O.C. PROFILE h N !!!-57 h _ I I m ! ? U 754 ^-.........._---_..�___..... _....... a uhi 4"CURB REQ'D @Q N it FOR TO DWY ! -0.948° -1.�!_ _ i 948% 11 LL (WAUGOO) - - - I I LL ! ! I i- tq i i PROP. SOUTH FLPROFLE 12+00 12+50 BENCH MARKS - USGS NAVD 88 DATUM DESCRIPTION CITY OF OSHKOSH, WISCONSIN 13+00 13+50 14+00 PLAN DESIGN INFORMATION DESIGN DATE NOVEMBER 2024 SURVEYOR DESIGN ENGINEER JDD JAMES RABE, DIRECTOR OF PUBLIC WORKS 14+50 15+00 15+50 PLAN REVISIONS DESCRIPTION ISSUED FOR BID SCALE IN FEET: o zo 40 755 754 753 752 751 16+00 16+50 17+00 17+50 DATE I BY CONCRETE PAVING 01/28/2025 WAUGOO AVENUE ROSALIA STREET TO STA 17+50 CITY CONTRACT 25-05 SHEET 05 OF 20 tt 753 752 751 750 749 !WAUGOOAVENUE PROP. 6" H.E.S. CONC. DWY TIE-IN REQ'D SEE SWEET STREET PAVING (TYP) R.O.W. RO.W. PRESERVE EX. TREE. SHEET FOR CONSTRUCTION YP)DETAILS (TYP-) CLEARANCE FOR INTEGRAL DETAILS NORTH OF E.O.R. NUR' I X PAVING WILL NOT BE SW SWTIE BARS / I PROVIDED AT 340 THIS TREE SAWCUT REQ'D (TYP.) S WCU [EX LOCATION 1 P.P. IN DWY I 34 rl 342 OW REQ'D (TYP.) 15'R P.P. IN RAMP �14 . . .... . . . . .... ................... . ........ � 3 -- - --------- 12'/M� . ......... -752.65 752.25 751.84 75144 3"CURB HEIGHT REQ'D BETWEEN RAMPS GB FOR -50.00 18t00 19too +12.91 --752.97 752.57 752.16 751.76 751.66 0 EX, 2" ASP, 'I FAV'T OVER OILED i� 1x'3w F-F O 751.35. 751.,7 CL G (D i ! I I I uj SW AND DWY TIE-IN LIMITS *NOTE: ALL CONC*ETE ROADWAY I HANDWORK BID AS HES (#1 303), H ON PRIVATE PROPERTY TO BE VERIFIED IN THE FIELD BY THE HOWEVER IF NOT POURED HES TO BE z I I n PAV'T ti"C&C PAID AS ITEM (#1311). (4) ElqGWETZ 7- - - - - - - -- PROP. 7"CONC. PAVT H.E.S. Wl 5' DISTANCE FROM P.P. C.A.B.C. REQ'D (TYP.) (BID ITEM #1303) UJ Lu TO B.O.C. (TYP.) I SW TIE BARS REQ'D (TYP.) uj Lu FULL DEPTH SAWCUT REQ'D Lu -- - 1'DOWEL BARS REQ'D @ 15' C-C(TYPN (TYP.) ---- -- Lu PROP 7" CONC PAV'T W/ 5" C.A.B.C. EX. TREE TO REMAIN (TYP.) PROP 6"CONC R j REQ'D (TYP.) (BID ITEM #1301) DW* Y APRON 12" CURB HEAD REQ'D 0 r ;\REl DWY REQ'D (TYP.) ALONG RADIUS I . US (TYP.) 1352 FT12 EX. FENCE TO REMAIN 64.99 2XVID.W.F. REQ'D (TYP.) EROSION MAT REQ'D @ •10 - OUTFALL. PAID AS EROSION 32'F-F C, N C. Q., 20'R� �2 MAT ITEM (#2632). 749 51 - 22' R x , f '16 F 7.2-1- _C_ ............... .. . ....... . ... 5.6 4"/4.8' %JIV 74902' '7" 748... 749.1; 750.83 750.e4 750.23 PROP. 7' CONC, PAV'T 749.83 749.52 7 9.4' , 48.87• C L G :,A FOR W/5"CA.B. C. REQ'D FOR +75.91 FOR L 't8Z . R. -75.91 20tOO (BID ITEM #1301) W-tL A00 +64.99 +36.99 1+ 0 C74904. + :�I. �4' 23+01 751.15C) 756.96 S. I V" 750.55 EX A P P b 750.15 74b.82 749.72 749.24 M.11, 745.i4 749.04�j W/cw" 0 6� �-752.65 752.25 _0. 751.84 751.44 7�5_1-34 751.07 750.83 750.64 750.23 749.83 749.47 U4-36 749.11 748.85- 748.71 , *4 ... , I .. I � :-, 1 A ............ . . .................... ........... 6.3' StIc. • CON ""ON aiw ASP FEET SW TIE BARS PROP. 4' ASP. (D REQ'D (TYP) REMOVE EX. BUSH IN RfW. E SURFACE LT W/ 6" TREE DIAMETER/APPROX. EX. PROPERTY COST IS INCIDENTAL TO PROJECT, 11 C.A.B.C. REQ'D (TYP.) DISTANCE FROM FACE OF TREE IRON (TYP.) 0 IT TO PROP. BACK OF CURB t(TYP.) SAWCUT REQ'D (TYP.) REMOVE30"CURB I APPROX. TURF RESTORATION ) AND GUTTER (TYP.) LIMITS (TYP.c 3TEe CON CON c CON 011-1, CON 1 57 1359 1361 CY 1373 REMOVE EX. BUSH IN RfW. COST IS INCIDENTAL TO PROJECT. REMOVE EXISTING SIDEWALK REPLACE WITH 4" CONCRETE SIDEWALK (6- THRU DRIVEWAYS) PRESERVE LANDSCAPING TO GREATEST EXTENT POSSIBLE. I EX. MULCH TO BE PRESERVED. IF DISTURBED, REPLACE LANDSCAPING IN -KIND. PAID AS TURF RESTORATION BID ITEM (#1 370) PAID AS TURF RESTORATION BID ITEM (#1370) 0 6 0 R I - EX. FENCE TO REMAIN 4"CURB HEIGHT REQ'D PROP. CONC. LAUNCH TO MATCH INTO EX. CONC. LAKE WINNEBAGO MATCH INTO EX, STONE WALKWAY --------- EX. NORTH B O.W. PROFILE. . . . ..... ..... jx Al.__ 1 *11 PROP. NORTH T.C.C. PROFILE ;z ci it ........ .. ro 0 III � i W w 0, 0 -4-�50- 752 W -VU147 PROP. NORT H 'L 'R."LE -0 805V' 777==7T9:!: -7-51 --al 141/ -------_----0.6161 . . .......... .. . . .................. .... . ..... . . ...... It 17+50 753 752 751 750 749 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 751 750 749 748 747 22+00 22+50 23+00 23+50 EX. CL PROFILE ...... ........ ............ . .. .... . ... . . .... . ....... .................... . . .. . . .................I PROP. CL PROFILE I a. ............ c� ---------------------- U) ------- 748 17+50 18+00 18+50 19+00 19+50 20+00 20+50 753 752 751 750 749 21+00 21+50 753 752 751 750 749 748 22+00 22+50 23+00 23+50 I I EX. SOUTH B.O.W PROFILE PROP. SOUTH T.O.C. PROFILE 11806% - --------------- - . ............ . . . . . ................ .0-806% -- 0.716% 6 (li SOUTH FL PROFLE II -756 ... ............. . 0 - - 'd 00 17+50 18+00 18+50 BENCH MARKS - USGS NIAVD 88 DATUM DESCRIPTION CITY OF OSHKOSH, WISCONSIN 19+00 19+50 20+00 PLAN DESIGN INFORMATION DESIGN DATE NOVEMBER 2024 SURVEYOR DESIGN ENGINEER JDD JAMES RABE, DIRECTOR OF PUBLIC WORKS 20+50 21+00 21+50 PLAN REVISIONS DESCRIPTION ISSUED FOR BID SCALE IN FEET: 751 750 749 748 747 22+00 22+50 23+00 23+50 DATE I BY CONCRETE PAVING 01/28/2025 WAUGOO"ENUE STA 17+50 TO LAKE WINNEBAGO CITY CONTRACT 25-05 SHEET 06 OF 20 Q 755 754 753 752 751 750 i.�, - EAST SIDE WIDTH OF SWEET x 1'_ SWEET STREET STREET VARIES TO MATCH tt INTO EX. DRIVEWAYS(-14'). 1 `'t WEST SIDE WIDTH TO REMAIN _ — _ — _ — _ — _ _ _ EX. INLET MANHOLE TO Y-`--•s, tt THE SAME. WIDTHS TO BE _ ( MATCH EXISTING REMAIN. (TYP.) ASP. REQ'D 1 VERIFIED IN THE FIELD BY THE y ';� = CONDITIONS OUTSIDE OF AROUND (TYP.)'ENGINEER. 1 GRAVEL SHOULDER (TYP.) REMOVE EXISTING SIDEWALK PROPOSED SWEET STREET _jam,.: • SEE WAUGOO AVENUE PAVING ' REPLACE WITH 4" CONCRETE t T TAPER TO 0" CENTERLINE TO REMAIN IN SHEETS FOR CONSTRUCTION I SIDEWALK (6" THRU DRIVEWAYS) PROP. 6" CONC. CURB REQ'D SAME LOCATION . DETAILS SOUTH OF E.O.R. t DWY APRON TYP (1+, 'i I 303 315 PROP. ASP. REQ'D (TYP.) w /� • ( APRON (TYP.) .--- ""`-+, I ! I SW TIE BARS / ' t �}""""� _.-• PROP. 7" ASP. TO MATCH EX, - 7" CONC. THICKNESS � — SAWCUT REQ'D (TYP.) —� 75 4 0 `•75105' 751.13 751.69—� °751.32— 751.39 `: '75132 0 .751.18 + 1 + 70 8.. ax Ch ' ` 751.0 761.06 'E ' + ;43 00 I 751.28 +89 1 2 3 -WO +7 7 +8 1 44 +3 a 751.53 751.58 751.48 750.65 750.60 ` - 751.35 752.17 751.97 0 751.80 "L . 751 751.86 751.89 751.91 H d 751.21 .' 751.05 751.21 1. y \ \E�- z° �5p. + �. TR -' G�LR -> .... 751.61 ..._... _._._ ,ioav 751.70� 751.18 vLEO GRAY�1. — — - --- - t PROP. 30" CURB AND GUTTER REQ'D. (TYP.) _L...__.. _............ I_... _..._._—....... - - - - - ..._ ' �-- PROP. 1 FT WIDE GRAVEL SHOULDER (4" OF 3/4" C.A.B.C.) REQ'D. (TYP.) L- i / MATCH INTO EX. APRONS ON 322 \ ':'i EAST SIDE OF SWEET ST. (TYP.) I 312 I 316 1 320 t1 1 ® w SWEET STREET CL (TYP.) 1tt rNi I APPROX. TURF RESTORATION 1 PROP. 7" ASP. TO MATCH I LIMITS (TYP.) ❑ �ROPOSED 1-1/2" OVERLAY LIMITS. PROP. 7" CONC. THICKNESS ( 5 LT 58-28S REQ'D. (TYP.) \ EX. R.O.W. (TYP.) ' I ® PROPOSED 4" FULL DEPTH ASPHALT AREA. — _ _ _ — _ — _ -. I (1.50" UPPER, 2.50" LOWER) 1 , t r 1 �22--• I 1 , i ml h r VN N w t OMD c+.l OI M ^ p m pppp + N tV V v N LL EX. CL PROFILE ¢ II ¢ u ¢ ¢ u LL F-11Y J n N LL N LL -0.349% .. 020Q%.-0.142%.__...._..__..... _ __ _— _ _ -0.500% .609% ._.�2.102 . �y PROP. CL PROFILE.-___ 42+00 42+50 43+00 43+50 44+00 44+50 45+00 755 754 753 752 751 750 45+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY NO. I STATION 1 DESCRIPTION ELEV. DESIGN DATE JANUARY 2025 ISSUED FOR BID 01/28/2025 ASPHALT PAVING SURVEYOR I SWEET STREET DESIGN ENGINEER I JDD WAUGOO AVENUE TO BABBITZ AVENUE CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 25-05 SHEET 07 OF 20 WAUGOO"ENUE n., + IP I - --------+ -.IF1316rJ�vf- + F1232 (3 -_7 3 Fo(3o 60.00' vice "Il6(li II 100.0065. I�OAO',_ 68.45' I36&45'j tin n'� L Ip SmLI ABAN. wl w -0 0 0 PROP. 8 WM RELAY- o 1 00 cc! W-15 13t L 377.5 L.F. S" SAN. 0 0 61% P-1 15400 cl SAN SAN (ABAN.)--T AN SAN --SAN SAN 0 SS I ..... -S iA ....... . ... 50.02' JR, .00 0 F1235] IP [;103701 DE S.S.C. 2+64.0 0, STORM LATERAL FOR 1303A303A PROVIDED OFF ROSALIA ST v. rop+p"Ro (Tq) S.C. . 0 STO. D3E T-1 332] M91 I i j!'O 5 . 7I1i o'' 1''� �_ X_x % x 2,87' 65.03� pli . p.00' '92 i , .75' Eb:0 IDE] 3 0=5 6- + 13A + F�I+n +n n (3 (3 13 PROP. STORM INLET 1-1 STA. 14+55.41, 16.0' LT RIM=755.25 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 SUMP=l ' 50 WATER MAIN FITTING DEPTH=4.51' 77_ _ EX. CL PROP. CL SCHEDULE 757 - 757 D-i = DEFLECT STA.=12+64.5, 8.0'LT STORM INLET 1.2 V-1 = 8" VALVE STA.=l 5+48.0, 8.0'LT STA. 14+55.41,16.0'RT 756 ------- ----- .............. .. . . ........... 756 H-1 = HYDRANT STA.=15+52.0,23.0'LT RIM=755.44 12'(N)=752.46 T-i = 8"X6'TEE STA.=i5+52.0,8.0'LT SUMP=1.50' 755 K W-1 755 V.2 = 6. VALVE STA.=, 5+52.0 10.01LT DEPTH=4.49' K STORM MH (5- DIA) W-1 V-1 V-3 W-16 754 ?-< i - - ----- - . . . . . . ........ ..... . ..... . . ................ .... ... . ...... STA. 14+55.41, 9.0' RT 754 K I RIM=755.54 36-(M=747.97 STA. 8" W.M. EL. (TOP) 753 - - 36-(E)=747.97 12'(M=751.99 753 1 2+39.6 (CONN.) 747.17 K 12,64.5 D-1) 748.00 752 . . . ............... . . 7 ... ......... . . ............. . . . . . . ............... .. .......... 5-48.0 (V-1) 748.28 752 1 15+52.0 (T-1) 748.28 15+56.0 (V-3) 748.26 751 cat /751 4IPE 23 .2L.F.F36" s ro. SEGMENTS \ 750 0 C) U,56% 7-1- 7-7-7-7-7 /750 P-1 = 25.0 L.F. 12'STO. @ 1.00% 74 262.7 L.F. 36" STO. P.2= 7.0 L.F. 12"STO. @ 1.00% 1\ 749 Z7_2- @ 0.56% /749 (ED MAIN CONNECTIONS 748 8"WM REL=_4y.--:� F5 748 CO-1 = CONN. PROP. 36'STO. TO EX. MH @ 747.91 PROP. C0-2 CONN. EX. 8'WM TO PROP. 8'WM 747 CO-2 747 746 - + SANI SANITARY MH W-15 I . . . . . . ....... ....... . . . ....... . . ...... ...................... 377.5 L. 746 745 STA. 12+22.46, 8'(E)=747.08 0.0' T 745 �744 744 [RIM=757.56 DEPTH=9.73, 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 SANITARY MH W-16 STA. 16+00.00, O.O'T R!M=754.34 8 (VV)=744.79 8'(E)=744.79 DEPTH=8+80' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN NO. STATION DESCRIPTION DESIGN DATE DECEMBER 2024 ISSUED FOR BID 02/25/2024 1 1 11+ WAUGOO AVENUE 2 6too xxxxx DESIGN ENGINEER BM 3 0+00 XXXXX DESIGN ENGINEER FROM ROSALIA ST. TO STA. 16+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 40 SCALE IN FEET: i� CITY CONTRACT 25-05 SHEET 08 OF 15 WiAUGOO AI NUEI aa o 1I L( '1 II I V 79ZCAP'lI W.. S.C. 0+.5 V9 i 7/0 C5 S.S.C. ZE ZI M t\O MO Om OQQpI I (� O°i N ' QOQr QOQM 06 } ( +J 1 +J II J+ I 1 1324 --fi 3;�2 40 2 I�I 1328 I ��139___ 7 336�' , QO \ Q00 ± WN 1 ° 136 1 5 6{ I. 13.I2tl j ( f"_ I ci\ a a- C, a' I i - a � rt :t I % V \I \U \V �G ._.__. Ip 1'� I i vi viM r'xn v MN I Mvi ' _ 1 rn n I. i I ' I 4 5 I P-8 1 � N �V IPiiTT''" ( \ M M N V % ) I v 1.6 I! 1._/ �0.00' �i�. 65.3'' .. 54.17� 68.00 0�p0' 00 50.00' I 50.00' S0.00� - .._ ! �. _ _ ..... - -_ i-- �0.00� i 50.00' L.. - - _ -_ I J ._ _ .. .____ L-. � .. �., ... ' ABAN. - _- 13 .:: .. : ,- .;, awo�E ewrncl -_..; ,:. _ - - - - (ABAN.) - - 0 V-1 V-2 I PROP. Bb WM RELAY D PROP. 8" WM REL P$ V 11 A V-9 S-1 V-4 V-10 i _PROP. 8" WM RELAY istoo T•r V-3 1 &rQO I 17+OCI344.3 L.F. 8" SAN. 0 0.40% 18 00 T-5 1940 P 3 B•2 T•2 W-18 P-10 W-19 iI D 0 212.1 L.F. 12" SAN. O 0.15% 21 0 SAN SAN :c W- - - - - - - -262.7 L.F. 36" STO. 0 0.56% g A3aR.) _ _ _ SAN _ _ _ _ _ _ _ _ - - - - - - � - - - A - _AN _ _ j _ _ _ _ _ _ _ SAN (aea .) SA _ _ _ _ _ - - - - �1`93.3 L.F. 36" STO. O 0.50% SAN w.3 W s R "`ewo� - P-5 - N ABAN. STO. O 0.10% A - - - - - - - - - - - - - - - - - - - - - - 226.1 L.F. 29x45" IP 0-6 % IP - -- - Y - - �•�� 6I5.03=-o.-4�45.Q6� ' ,00`�, 0:•00' r : . 1 I I 1T\^o45.06' e x -' 7 331 J I 35 lI �' 1 ' '' I '',� 'I --. i 1337 _ .5 • -- 1351 -'a ?1353..' ,; t 1�� 357 1359 - 00' I �� •- I m� I o \ 1321A �\ \•- \n \ o \ \N m \ M\ 0 1351A \ 1+M I c `f'm 11 <N 1 �� \ Vn �m I uNi MN } M M+ MO} I M N I M+ M+ ( O+ M I O}M I O+ M I O 1 •- I •- U ` ui I' V] I In I VI vi 1 1 VI V) 1 inm 1 1 I I I MO} ( MO} MO} I + +N •- •- 1 m I W In 1 U/ o Li 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 755 WATER MAIN FITTING 755 STORM INLET 1.3 STA. 19+11.41, 16.0' LT - - STORM MH (6' DIA) W5 STA. 19+37.37, 9.0' RT SCHEDULE RIM=751.35 754 W 16 ....:---- ___ 12"(S)=748.35 _� -_..-'---- ---..._. ....._.- .__..._ - __.-- - .._..- . _ __-_ _._._ -.- ........_ - .._..... ._..._.. __ _ .....-._. RIM=751.28 -- .....---------- -... ... 36'(W)=745.39 754 = _ T-5 8 X 6 TEE STA. 19+01.8, 8.0 lT SUMP=1.50' --- - - - _ _ � � - -- - - -� EX, CL 29"X45"(E)=745.39 V•11 = 6" VALVE STA =19+01.8, 12.0' LT 753 H"3 = HYDRANT STA=19+01.8, 24.0' LT DEPTH=4.50' 753 -- W-2 - --- -PROIrCL ---- ----15'(N)=746.70 ------ STORM MH (5' DIA) W-3 DEPTH=5.14 E•1 = 8" 45° BEND STA=19+a7.9, 8,0' LT STORM INLET 1.4 752 _ _.__-__..._____._..._.....� STA. 19+11.41, 16.0' RT .............._......_.-_._-STORM MH (5' DIA) W2 _ _._. -_.- ___-....._...__......__..___._.__-___._.__..._............___._......_.-..._-_..___..__. STA. 17+18.10, 9.0' RT ..._...................._....__....1........._...._._._...... _ STA. 19+11.41, 9.0' RT - :.. ,: -RIM=751.49 =---- W-18 ""' -`-- - 36"(W)=745.52 --' B•2 = B" 45° BEND STA=19+5p.1, 8.0' LT 752 V-4 = 8" VALVE STA=19+52.0, 8,0' LT RIM=751.35 RIM=753.09 V-4 V-10 S " TA =19+54.0, 8.0' LT =748.48 751 - - 36°(j=748.49 36"(E)=74_ 12'(N)=748A0 751 V•9 = 8"VALVE STA=19+54.0, 11.0'LT 36'(E)=746.4'9 I SUMP=1.50' DEPTH=4,37' 12"(S)=748.41 9 V-10 = 8"VALVE STA=19+58.0, 8.0'LT DEPTH=5.85 DEPTH=5.22' 750 STORM INLET 1.5 lo 750 STA. 19-30.91, 39.4'LT I MAIN CONNECTIONS RIM=751.03 749 - 12-(E)=748.1 q - - ..__ __- - - - - - - -- - - - - - - - ( -. _- -- -- - ---- - - - ------- 749 _ CO-4 - CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 743.93 SUMP=1.50' 262,7 L.F. 36" STO, 0,56 o CO.S = CONN. EX. 12' STO. TO PROP, 12' STO. @ 747.43 - DEPTH=4.39' 748 - _._._ ...._ . ___ .._.... ._ ........_..... __......_ - ._........_-.....__ /o _ __ _ - _.... ......... ___ ..._ _ _ _- -_ L.F. .. .. ...._ __ ._......__ - ...._ .- _ 36" STO. @ 0.50% _ - _ _ _ _ _ - ___ __ __ _ _ - 'r• _ - _ 48 = CON . EX. 12 SAN. O P. 12 S @ 43.33 STORM INLET 1-6193.3 STA. 19+60.89, 39.4' LT - - - - - - - - -�- �'- :,,�; rc. - STA. 81.8 5) W M. EL.6(oT0 747 -- - RIM=751.61 - - - - - - - - - P 5 747 M 81 -��• PROP. g"WELAY ) 19+.(B-1) 745.25 19+50.1(B-2) 742.68 746 DEPTH=4,50' - , , ' • ' • • .' •'.', • .', • .', • . , • . , • ' • • 746SUMP.1.50, 19+52.0 (V4) 742.88 STORM MH (5' DIA) W-4 • • ' , • • • • • , ' •' ' ''I ( 9+54.0 (T-2) 742.88 745 STA. 19+37.38, 39,4' LT 745 19+ 58.0 (V-10) 742.68 T 5 1 I RIM=751.23 344.3 L.F. 8" SAN. @ 0.40%�'- ' `� I -- PIPE SEGMENTS 12"(NE)=746.90 744 ..._SANITARY MH W16-._---__..._ 15"(S)=746.90 12"(VV)=748 07 STA. 16+00.00, 0,0' T 12'(E)=748.85 RIM=754.34 DE(E)=74 58' 743-8'(W)=744.79 8" E=744.79 () DEPTH=8.80' ....................._.___....-__........___-. _._-.._...___.._...._._.._......_._.__.-__._.__.......__ ----------- .. __. - .. _...._ _ _ .._ . ...._ ----------- - . ..._ ..... .... ._. .._ _ _ . . _.. .......... _ °'' al _ _ _ - P 10 ��- - - - - •'.' •'.' • •'.',••.',••. •, •'.',••. 744 P•3= 25.0 L.F. 12" STO. @ 1.00% P-4 = 7.0 L.F. 12'STO. @ 1.00% 743 P-5 = 26.0 L.F. 36" STO. @ 0.50% P-6- 48.4 L.F. 15" STO. 0.40% STORM MH (N DIA) W-6 742----____-.._..._...._..-...________. ____ ........._._............._._.........._...__. B•2 . , . , .' p-7= 6.4 L.F. 12" STO. @ 1.00% 742 STA. 19+62.17, 60.1' LT T-2 P-8= 23.5 L.F. 12" STO. @ 1.00% RIM=751.43 RIM=75)=747.22 P-9= 32.3 L.F. 12" STO. @ 1.00% lM= 741 41 P-10 = 39.1 L.F. 8" SAN. @ D.40% DEPTH=3.465 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 P-11 = 61.3 L.F. 8" SAN. @ D,27% SANITARY MH W-17 SANITARY MH W-18 SANITARY MH W-19 STA. 19+43.88, 61.3' LT STA. 19+44.32, 0.0' T STA. 19+83.42, 0.0' T 19,89 RIM=751.88 RIM=751.40 RIM. 8(S)=743.58 8"(W)=743'42 RIM= 51.098 8"(N)=743.89 8"(E)=743.42 12'(E)=743.27 8'(M=743.42 DEPTH=7.55' 12'(S)=743.27 DEPTH=7.24' DEPTH=7.08' D 88 DATUM BENCH MARKSDESCRIPTION PLAN DESIGN INFORMATIONDECEMB PLAN REVISIONS DESCRIPTION BY SANITARY, STORM, & WATER MAIN NO. STATION ELEV. DESIGN DATE R 2024 ISSUED FO BIID 02/25/2024 WAUGOO AVENUE 1 0+00 XXX.XX DESIGN ENGINEER BM 2 0+00 XXX.XX 3 0+00 XXX.XX DESIGN ENGINEER FROM STA. 16+00 TO STA. 20+00 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 25-05 SHEET 09 OF 15 0+20.2 (1) 1, OPF�,R) Uj 0+40 WAUGOO"ENUE c� z! rk' 1 6 �- L� 0 1 0 - c- STORM LATERAL CAPP 0 j UJ 3 4 Lp -5 o+47.9 F -J . : CO S.S.C. OR '1362 PROVIDED S.C. 0+45 CW-17 IN- OFF SHORELANE ST UJI 40.0 L.F. OF 34"X53' STORM SEWER W1 It Lu 1 1 1 JOINT TIES, CLAY BEDDING& BACKFILL I TV CKn cc; lf-T�F S 0+59.3 tOPPER U) J'a + C -1372- 126.7 S.Y. OF 0-9 a V-7 EROSION N-4, R H-2 P-8 CONTROL 50.00' koo- 1" L/' 50.00 Z)U.UU T-4 P, 8 (en 100.00' MAT rl-li' F2 �H- J .1 .- 41 le S 1 1 1 E (ASAN.) . . ..... . ........... . ..... 1-9 Pb p AB . .............. . V-1 1 RELV-6 P f. V-10 I D-2 -PROP. S'WM RELAY_ P-17 .15 T 3 -10 t--'c-w-19 21 0 212.1 L.F. 12" SAN.@ 0.15% 21+0 W- �Q+ 23 00 @ 0,39 SAW W-3 L-1 TN=IA.AN.)-=-1 i- SAN W-7 1:.3 226.1 L.F. 2V'j(45" STO. 0 0.10% bjso.z I (P-4 P-13 1-8 W- ------- 1-4 QD' CO-6 0 IP "p 48.0 40.00, -!.��5.DS 0 1 SECTION OF PIPE SHALL BE STS THE rSTOFTHE PIPE --- F1 373 ROM REMOVAL L 1351 C1..VE . ABAN DONED 0 MH 08-347 SHALL BE NE IN 0 + + PLACE PER BID ITEM #2802. O 0 O a 0 0 <3 (3. (3 vi � 0 ui Li STORM MH (4- DIA) W-8 STA. 22+01.67, 16.8' LT RIM=749.22 15 (S)=745.95 I 5:(N)=745.95 DEPTH=2.52' 20+00 20+50 STORM INLET 1.7 STA. 21+63.49,160 LT RIM=749.44 12'(S)=746.43 751 SUMP=1.50' DEPTH=4.52' 750 STORM INLET 1-8 STA. 21-63.49,16.0'RT RIM=749.38 749 12'(N)=746.37 SUMP=1.50' DEPTH=4.51' 748 .. . . . . ... ........ ........ ... .. . ... ....... 226.1 x - L.F. STORM INLET 1-9 747 STA.22+55.01, 16.0' LT RIM=748.88 12"(S)=745.88 746 SUMP=1.50' DEPTH=4.50' STORM INLET 1.10 745 STA. 22-55.01, 16.0'RT RIM=748.78 744 12-(N)=745.78 2 SUMP=1.50' ............... . DEPTH=4.50' 743 742 741 740 20+50 20+00 STORM MH (S' DIA) W-7 STA. 21+63.49, 9.9 RT 21+00 RIM=749.53 29-X45-(W)=745.16 21+50 29'X45-(E)=745 . 16 1 2 (N)=746.18 -12:(S)=746.30 J i DEPTH=3.62' 22+00 STORM MH (8'DIA) W-9 22+50 STA. '05.60, 9.0'RT RIM=749.24 29745'(W)=745.12 -53'X34-(E)=744.20 EX. CL PROP. CL 15'(N)=745.91 DEPTH--4.28' -41 - 1 L.F. 12" SAN @ 0.15 .... . ...... . .. ... ................ . ....... wm D-2 .......... . . .. .._. ......... .................... . . . . . ................... SANITARY T AIRY -+.o 2 '6 RIM749.52 - 21+00 21+50 1 2. (M=743.59' 12'(N)=743.58 22+00 DEPTH=5A8' 34"X53" STO. @ 0.39% STORM MH (8- DIA) W-10 STA. 22,55.01, O.O'RT RIM=749.12 a�D 53'X34-(W)=744.01 12-(N)=745.72 12-(S)=745.02 -DEPTH=4.78' 22+50 C� WORK ASSOCIATED WITH EXCAVATING AND LAYING THE PIPE FROM THE OUTFALL TO ROAD SURFACE, INCLUDING RESTORATIONS SHALL BE COMPLETED IN ONE WORKING DAY. INSTALL 67A L.F. OF THIS DOES NOT INCLUDE PREPARATORY WORK IN SEDIMENT LOGS (TYP.) WATER WAY. FINSTALL 47.1 SQ. YARDS OF HEAVY RIP RAP FROM OUTFALL TO DAYLIGHT TURBIDITY BARRIER ENDWALL OUTFALL EL. = 743.54 I -J' STORM SEWER OUTFALL EE PLATE DETAIL NOTES CONTRACTOR TO SUPPLY APRON ENDWALL PLATE CONVERSION FOR ROUND TO BOX PIPE 23,00 23+50 24+00 WATER MAIN FITTING SCHEDULE 751 D-2 = DEFLECT STA.=21+57.8, 8.01 LT V-S = 8" VALVE STA.=22+10.3,8.0'LT V-7 = 8" VALVE STA.=22,12.7,42.7'LT 750 T-4 = 8"x6'TEE STA.=22+12.8,40.1'LT T-3 = 8:XB"TEE STA.=22-13.0,8.0'LT ...... . .... ........... - - ----- ------------------ - - . . . . . ... . ......... 749 V-6 = 8 VALVE STA.=22+13.0,10.5'LT V-8 = 6"VALVE STA.=22+15.0,40.1'LT PLA = 8"PLUG STA.=22+16.0, 8.0'LT . ...... . .. 7 W-11 40.0 L.F. OF 34"X53'STORM SEWER W/48 H-2 = HYDRANT STA.=22+23.5, 40.2' LT JOINT TIES, CLAY BEDDING & BACKFILL .... . ..... -- - ---- 747 MAIN CONNECTIONS CO.7 = CONN. EX. 12'SAN. TO PROP. 12' SAN. @ 743.7:t 746 CO-8 = CONN. EX. I 5"STO. TO PROP. 15"STO. @ 741.6* CO-9 = CONN. EX. 8"WM TO PROP. 8"WM 745 ENDWALL STA. 8" W.M. EL. (TOP) OUTFALL EL. = 743.54 744 21+57.8 (D-2) 742.68 22+10.3 (V-5) 742.02 STORM MN (8' DI W-1 1 743 22+1 3.0 (T-3) 741.99 STA. 23+26.45, 16.6' LT RIM=749.3 742 oj Aoq-(V' PIPE SEGMENTS 53"X34'(E)=143.�'. _INSTALL 471 SQ. YARDS OF 741 P-1 2= 25.0 L.F. 12" STO. @ 1.00% HEAVY RIP RAP FROM P-1 3= 7.0 L.F. 12" STO. @ 1.00% OUTFALL TO DAYLIGHT P-14= 42A L.F. 29"X45"STO. @ 0.10% i 740 P-15= 26.1 L.F. 15"STO. @ 0.16% 23+00 23+50 24+00 P-1 6 = 16.0 L.F. 12" STO. @ 1.00% P-17 = 16.0 L.F. 12" STO. @ 1.00% P-1 9 = 73.3 L.F. 53X34"STO. @ 0.42% P-20 = 40.0 L.F. 53"X34"STO. @ 0.39% BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION [ DATE I BY I SANITARY, STORM, & WATER MAIN WAUGOO AVENUE FROM STA/ 20+00 TO STA. 24+00 NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2024 I ISSUED FOR BID 02/25/2024 YX DESIGN ENGINEER M B==:=j 2 3 0±122 i XXX.XNX DESIGN ENGINEER 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 25-05 SHEET 10 OF 15 �...I2fe , --------____;W _-- ------- - - ---I SWEET STREET LL S.C. V-11 o g Q I QM i1 Q 3/4" LEAU�`.S T-5 IP a W I it v j P H 3 � 303 I W3 i rn I-Q 00.00 1.I 315 I a IP I 1 MN IF .EY�_--..-.__v� ___.- _�-_I 5r.59' I I 70.00Wn _ P.1� IP O' S 1 j 11-___....-....-....t._.._.._. P-6 W4 41 00 S.C. 0+0 j -`. g 22 _.-._. _- W-18 . W I "-- --------� E . - ..---�, P_1--.---�-_-- --'- B,7 1+ ! - �= 2+50.0 (GIS) I P_•11 W-17 1 a N _ o i a BT Z V-0 P•8 P.g . ,.r:- SAN .. ._._... B-5 B DOIP 0E•1 !-0 I �C OPPER (CIS) 3/4" LEAD G RE- CO-5 G PROF. ---- W8 rB-3 _ III --3 „7 /0 100.00' IP R a o 50.00' j ' 70.00' i I 4 ; II 64.55'Ii 1 I Z6. jSt 3/L ..Q - 3/ LEAD J In 312 I Z I m o S.C. 0+19 0 i -� a u 322 - a N wl w t n> I'I m 320 0`� 11 Of o 1 , f e I 5.�:.`0+27.3 (7v)o- 1 I "I N o 'ii W �f ------_ __ _-- cj vi -_--____ x. 3 vn I I I W o S.C. 0+82.i-T'iN STORM MH (5' DIA) W-3 STORM INLET 1-4 STA. 19-11.41, 9.0' RT STA. 19+11.41, 16.0- RT RIM=751.49 RIM=751.35 36'(VJ)=745.52 12"(N)=748.48 36"(E)=745.52 SUMP=1.50, 1 Y(M=748.10 DEPTH=4.37' 12"(S)=748.41 DEPTH=5.22' STORM INLET 1.6 STA. 19+60.89, 39.4' LT RIM=751.61 SANITARY MH W-19 12"(VJ)=748.61 STA. 19+83.42, 0.0' T SUMP=1.50' RIM=751.09 DEPTH=4.50' 8'(W)=743.26 12'(E)=743.27 12"(S)=743.27 DEPTH=7.08' STORM INLET 1.5 STA. 19+30.91, 39.4' LT RIM=751.03 12'(E)=748.14 STORM INLET 1.3 SUMP=1.50' STA. 19+11.41, 16.0' LT DEPTH=4.39' RIM=751.35 12'(S)=748.35 SUMP=1.50' DEPTH=4.50' 41+50 42+00 752 751 750 749 748 747 746 745 744 743 742 741 41+50 DEPTH=7.24' 42+00 STORM MH (5' DIA) W-4 SANITARY MH W-17 STA. 19+37.36, 39.4' LT STA. 19+43.88, 61.3' LT RIM=751.23 RIM=751.88 12"(NE)=746.90 81(S)=743.58 15"(S)=746.90 42+50 8"(M=743.89 43+00 43+50 44+00 44+50 45+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 752 751 750 749 748 747 746 745 744 743 742 741 45+50 PIPE SEGMENTS P-5 = 26.0 L.F. 36" STO. @ 0.50% P-6 = 48.4 L.F. 15" STO. @ 0.40% P-7 = 6.4 L.F. 12" STO. @ 1.00% P-8 = 23.5 L.F. 12" STO. @ 1.00% P-9 = 32.3 L.F. 12' STO. @ 1.00q P-10 = 39.1 L.F. 8" SAN. @ 0.40% P-11 = 61.3 L.F. 8" SAN. @ 0.27% WATER MAIN FITTING SCHEDULE T-2 = a" X 8" TEE STA =19+54.0, 8.0' LT V-9 = 8" VALVE STA=19+54.0, 11.0' LT D-3 = DEFLECT STA=43+00.0, 8.0' RT B--4 3 = 8" 22° BEND STA.4+38.5, 8.0' RT B-4 = 8" 45° BEND STA.-44+75.1, 8.0' RT 8-5 = 8" 45° BEND STA.=44+85.7, 4.9' LT 0.6 = 8" 45° BEND STA.=44+88.8, 4.9' LT B-7 = 8' 45' BEND STA.=44+91.5, 4.9' LT STA. 8" W.M. EL. (TOP) 19+54.0 (T-2) 742.68 42+10.9 (V-9) 742.68 43+00.0 (D-3) 743.20 44+38.5 (8-3) 743.20 44+75.1 (B-4) 743.20 44+85.7 (B-5) 743.20 44+88.8 (B-6) 743.20 44+91.5 (B-7) 744.81 MAIN CONNECTIONS CO-4 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 743.9t CO.5 = CONN. EX. 12" STO. TO PROP. 12" STO. @ 747.4t CO-6 = CONN. EX. 12" SAN. TO PROP. 12" SAN. @ 743.3t CO-10 = CONN. EX. 8' WM. TO PROP. 8" WM. BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN SWEET STREET WAUGOO AVE. TO BABBITZ AVE. N0. STATION DESCRIPTION ELEV. DESIGN DATE -'-' ISSUED FOR BID 01128/2025 1 0+00 XXX X SURVEYOR 2 0+00 )p()(,)()( 3 0+00 XXX.XX DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 25-05 SHEET 11 OF 20 S.S.C. 1 +52.7 S.C. 1+37.3 SIZE? _ %} P-1 �� r6 1" COPPER S.C. 0+03.0 (TV) N W (Q e S.C. I+ZU_T-- (TV) --_ SHORELANE STREET 1 I > 0. 0 Q `. a o d' N I w o° I N a- l a +a o 1 } 1 p.2 I YYY 0U� I ( cSd mlp 315 U P-12 1 7 R:.. IP j.._ L"'--- 100.001 N 65.00' N ............ -----1-1- -- ----- f - -- - - ►- 1-- - - -- 61+50 62+00 750 749 748 747 746 745 744 743 742 741 74 Imzm� STORM MH (4' DIA) W-8 STA. 22+01.67, 16.8' LT RIM=749.22 15'(S)=745.95 15"(N)=745.95 nvor a 62+50 ., ��►��lr� i SANITARY MH W-20 1 0 61+50 , --_. --_. ----. 62+00 STORM MH (6' DIA) W-7 STORM MH (8' DIA) W-10 STA. 21+63.49, 9.0' RT STA. 22+55.01, 0.0' RT RIM=749.53 RIM=749.12 29"X45"(W)=745.16 53"X34"(VV)=744.01 29"X45°(E)=745.16 53"X34"(E)=744.01 12"(N)--746.18 12"(N)=745.72 12"(S)=746.30 12"(S)=745.62 DEPTH=3.62' DEPTH=4.78' STORM INLET 1.8 STORM INLET 1.9 STA. 21+63.49, 16.0' RT STA. 22+55.01, 16.0' LT RIM=749.38 RIM=748.88 12'(N)=746.37 12"(S)=745.88 SUMP=1.50' SUMP=1.50' DEPTH=4.51 DEPTH=4.50' 63+00 750 749 748 747 746 745 744 743 742 741 1 740 62+50 63+00 STORM INLET 1.7 STA. 21+63.49, 16.0' LT RIM=749.44 12'(S)=746.43 SUMP=1.50' DEPTH=4.52' STORM INLET 1.10 STA. 22+55.01, 16.0' RT RIM=748.78 12"(N)=745.78 SUMP=1.50' DEPTH=4.50' ss - 60.00' 40_00' 40.DQ: 3 88 1 314 I 31� N U U U 1 N I VI ( N I 1 1 I I � � I P-13 = 7.0 L.F. 12' STO. @ 1.00% P-14 = 42.1 L.F. 29X45" STO. @ 0.10% P-15 = 26.1 L.F. 15" STO. @ 0.16% P-16 = 16.0 L.F. 12" STO. @ 1.00% P-17 - 16.0 L.F. 12' STO. @ 1.00% P.19 = 73.3 L.F. 53"X34" STO. @ 0.42% WATER MAIN FITTING SCHEDULE D-2 = DEFLECT STA =21+57.8. 8.0' LT V-5 = 8" VALVE STA=22+10.3, 8.0' LT V-7 = 8" VALVE STA=22+12.7, 42.7' LT T.4 = 8' x 6" TEE STA=22+12.8, 40.1' LT T-3 = 8' X 8" TEE STA=22+13.0, 8.0' LT V-6 = 8' VALVE STA=22+13.0, 10.5' LT V-8 = 6" VALVE STA=22+15.0, 40.1' LT PL-1 = 8" PLUG STA=22+16.0, SO LT H-2 = HYDRANT STA=22+23.5, 40.2' LT STA. 8" W.M. EL. (TOP) 22+13.0 (T-3) 741.99 22+13.0 (V-6) 741.99 22+12.8 (T-4) 742.16 22+12.7 (V-7) 742.16 MAIN CONNECTIONS CO-7 a CONN. EX. 12' SAN. TO PROP. 12" SAN. @ 743.71 CO.S = CONN. EX. 15" STO. TO PROP. 15" STO. @ 741.61 CO-9 = CONN. EX. 8" WM TO PROP. 8" WM BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY TIE-IN INTERSECTION SHORELANE STREET NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR BID 01/28/2025 1 0+00 XXX.XX SURVEYOR 2 0+00 XXX.XX 3 0+00 XXX.XX DESIGN ENGINEER zo 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 25-05 SHEET 12 OF 20 STRUCTURES M CONDUIT I i 11 P•1 = 5.9 L.F. OF 3" CONDUIT I 1 1 1 I PE-2 - 18° PULL BOX -STA, 13+92.00, 27.5' RT 1 PB•1 • 18" PULL BOX - STA. 12+26.31, 21.4' LT ' 7n p.2 a 7,51,F. OF 3" CONDUIT I I WA U G O O AV E N U E I 'I PB•3 - 18" PULL BOX -STA. 15+66.00:27.5' RT 1 P•3 a 7.5 L.F. OF 3" CONDUIT P13-4 -18" PULL BOX- STA. 17+50.00, 27.5' RT P-4 - 10.7 L.F. OF 3" CONDUIT PB-5 -18" PULL BOX-STA. 19+06,85, 27.0' RT. ! 0 5 e 21.1 L.F. OF 3" CONDUIT PB-9 .18' PULL BOX - �TA- 19+12.63, 27,5' LT II�n LB-1 - TYPE 5 BASE TA. 2+32.17, 21.3' LT cn 1 1 i ' LB-2 - TYPE 5 BASE - STA. 13+920020.0RT I I I I I `l I \ I 1A 00,200' LT , LBJ -TYPE 5 BASE -STA. 15+70.I I 1 1 1 LBO -TYPE 5 BASE - STA. 17+50.00. 20.0' RT I I 1306 I 1310 1 1316 1 1320 I 1324 Lf"� 1328 I 1332 LB-5 - TYPE 5 BASE - STA. 19+05.00, 20.0' LT �i Y ; I 1 't�'S 60.00' i j 100.00' --50.00'-- - - - -I - -t ; 68.43' --- ..__. _ _ _ _ _.. ._.-._6845' C�yJ - 65.83' _. _ _ - _ 54.17 68.00' 50.00' _ 1 Z ! .. ..... .. .. .. Y' O i I - - PB•1ss i w � 1j � � s � � � I e w a Z 11 00 12 00 13 14 00 15 00 1 0 7 0 o SAN AN - - SAN - - - - - - - - - - SAN - - - - SAN - - - - - - - - - - Sa S SAN - - - - - - - SS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - LL. - - - - - - _ S LB-2 ^ ir. f -.--� ii �..___..-..._.__. 134.9 L.F, OF 3' CONDUIT 174.0 L.F. OF 3"CONDUIT 184.0 L.F. OF 3" CONDUIT - ..__...............___.._._ti PB-3 t I _ E ia L O _- - - - - - / _ 'I - _ 50.02' i 1-1 70.00' 1 r� 50.0 1 57.75' S' 57 75 ('� \ ' 60.00' 73.00' I, 62.8T I 65.- 45.0 _ u7 I W y I � � I ~ �- � I 1235 Q j W 1303 I 1305 1 1309 1313 , 1317 1 1321 1327 I 1331 I 13 II J It 1303A I ' 1313A ' 1317A II 1321A I II QO H - MAIN CONNECTIONS I I I I - E -q) 1 CO.17 = CONN. EX. 15" STO. TO PROP. Mq E-61 @ 753.0± 1 1 I'I WAUGOO AVENUE p Z I 1 1 I I I p I 1 � W II I I I I Wi II I WN I( W 1A I N 31336 1340 1342 1320 II 1352 13601324 CAP 1 ' . ' 65.83' 54.1768.00' 50.00' 5000' 50.50.00' �M50.000,0' 50.00' � PB-9 P-5 07� SS - s cc)- e 15 00 z 0 1 0 7 0 18 00 19 0 26 0 21 0 SA N - - - - - - SaV - O - - - - - - S SAN - - - - - - - - - - - - - - - - -- _ AN SAN SA SAW 0 - - - - - - - n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LL. _ - _ _ _ - - - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - _ - 1 - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ vf � f •-ry` v 'J I LB-4 tL } �•� ti LB-6 P-8 J P 3 156.9 L.F. OF 3' CONDU T 180.1 L.F. OF 3" CONDUIT 1 OF 3" CONDUIT 184.0 L.F. OF 3" CONDUIT it_ ._. ._. 1 .__ - -\ : _. -. .. ..._ - _... :�,�.,.1 _ .. __ _ __ __ _. .1._ ._ __ ...__ .._ ._. _ __ - _ _ _._ _ .__ Lei t_ ._.. _ _ .. .. - 73.00' 1 62.87' 65.03 , 45.00' , 45.06' 45.06 45.06' t145.06 52.00' �� f 48.00, 40.00' 1 , , , I 11 1 1321 I 132I ( , Lrrl 135.57 3594 I II 1321A I I ( I I ( I I 1351A I II I I I I 1 I 1 I I I I I I 1 I 1 I I I I I I I 1 I I I I 1 Li I I 1 I BENCH MARKS NAVD88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2024 ISSUED FOR BID 02/2512024 WAUGOO AVENUE 1 0+00 XXX.XX DESIGN ENGINEER BM 2 0+00 XXX.XX 3 0+00 XXX.XX DESIGN ENGINEER FROM ROSALIA ST. TO STA. 20+00 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 25-05 SHEET 13 OF 15 o WAUGOO AVENUE Z a o o Wf.... Z �a W ( W ' y OC :�% ''• kj356 't�'� 1360 1362 CAPd 1352 I I N ,. I 50.00, d 50.00' ( 50.00' �,� 50.00' 50.00' PB-9 P•5 I I P-0 LB-5 J 0 4 I' ( 45.06' lJ i 52.00' t` 3 48.00�• ` 4 1347 I 1351 I 1 1353 I I 1351A I I ( I I I I ( Ir I ` 163.0 L.F. OF 3" 40,00' 0' •"1 3359 I l 1361 I f < I � I i r i ( I I I I I I I n i-—-—-—- —-—-— - — - — -; STRUCTURES r PB-6 - 18" PULL BOX - STA. 20+87.00, 27.5' RT W PB-7 - 18" PULL BOX - STA. 22+50.00, 27.5' RT W PB-B - 18" PULL BOX - STA. 22+38.50, 27.5' LT Ly LB-6 - TYPE 5 BASE - STA. 20,87.00, 20.0' RT N o LB-7 - TYPE 5 BASE - STA. 22+50.00, 20.0' LT a CAP-2 1372 ' -� 100.00, ' P-8 PB-8 TO P•7 L LB-7 t SS o z � 0 U M 23 00 LL f `r �N N t 4O; TB-I) r-. 165.00' i? ri�� O 1313 't; 'Ono i v2= I i f CONDUIT P-6 = 7.5 L.F. OF 3" CONDUIT P-7 = 13.7 L.F. OF 3' CONDUIT P-8 = 19.8 L.F. OF 3' CONDUIT 88 DATUM BENCH MARKSDESCRIPTION DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS N0. STATION PT ONVD ELEV. �'M __,..._,_,PLAN DESIGN DATE DECEMBER2024 ISSUED FOR BID 02/25/2024 WAUGOO AVENUE 1 0+00 2 0+00 XXX.XX DESIGN ENGINEER BM 3 0+00 XX X.XX DESIGN ENGINEER FROM STA/ 20+00 TO STA. 24+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: I zo 4o CITY CONTRACT 25-05 SHEET 14 OF 15 BID ITEM 5180 CONNECTTO EX. PULL BOX CONNECTIONS CO-1 1 UNDISTRIBUTED 0 CONTRACTTOTALS 1 BID ITEM 5027 REMOVE CONCRETE BASE EX. LB 1 UNDISTRIBUTED 0 CONTRACT TOTALS 1 BID ITEM 5130 BID ITEM 5240 BID ITEM 5241 BID ITEM 5262 3" SCH 40 # 6 WIRE # 6 WIRE #10 WIRE START END PVC CONDUIT RED BLACK GREEN STREET STRUCTURE STRUCTURE L.F. L.F. L.F. L.F. WAUGOO EX. CAB. PB-1 25.0 25.0 25.0 WAUGOO PB-1 LB-1 3.0 30.0 30.0 15.0 WAUGOO PB-1 PB-2 135.0 150.0 150.0 150.0 WAUGOO PB-2 LB-2 3.0 30.0 30.0 15.0 WAUGOO PB-2 PB-3 174.0 190.0 190.0 190.0 WAUGOO PB-3 LB-3 48.0 120.0 120.0 60.0 WAUGOO PB-3 PB-4 184.0 200.0 200.0 200.0 WAUGOO PS-4 LB-4 3.0 30.0 30.0 15.0 WAUGOO PB-4 PB-5 157.0 170.0 170.0 170.0 WAUGOO PB-5 PB-9 57.0 140.0 140.0 70.0 WAUGOO PB-9 CAP-1 22.0 WAUGOO PB-9 LB-5 11.0 48.0 48.0 24.0 WAUGOO PB-S PB-6 180.0 195.0 195.0 195.0 WAUGOO PB-6 LB-6 3.0 30.0 30.0 15.0 WA0000 PS-6 PB-7 163.0 175.0 175.0 175.0 WAUGOO PB-7 PB-8 56.2 70.0 70.0 70.0 WAUGOO PB-8 LB-7 13.7 26.0 26.0 26.0 WAUGOO PB-8 CAP-2 19.8 WAUGOO AVE TOTALS 1232.7 1629.0 1629.0 1645.0 UNDISTRIBUTED TOTALS 17.3 101 101 105 CONTRACT TOTALS 1250.0 1730.0 1730.0 1750.0 BID ITEM 5012 BID ITEM 5025 BID ITEM 5270 BID ITEM 5271 BID ITEM 5272 BID ITEM 5380 BID ITEM 5386 BID ITEM 5410 BID ITEM 5504 PULL BOX ADJUST 12 GAUGE 12 GAUGE 12 GAUGE GLR FUSE 2 AMP 14-4 AWG INSTALL CITY SUPPLIED 7ypE 5 18"X36" PULL BOX RED BLACK GREEN HOLDER FUSE BURNDY POLE AND POLE TOP BASE LUMINAIRE STRUCTURE EACH EACH L.F. L.F. L.F. EACH EACH INCIDENTAL EACH EACH PB-1 1 1 PB-2 1 1 PB-3 1 1 PB-4 1 1 PB-5 1 1 PB-6 1 1 PB-7 1 1 PB-8 1 1 PB-9 1 1 LB-1 1 1 LB-2 1 1 LB-3 1 1 LB-4 1 1 LB-5 1 1 LB-6 1 1 LB-7 1 1 WAUGOO AVE TOTALS 9 9 175 175 175 14 14 21 9 7 UNDISTRIBUTED 1 1 25 25 25 2 2 3 1 1 CONTRACT TOTAL 10 10 200 200 200 16 16 24 10 8 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER PLAN REVISIONS I DESCRIPTION I DATE I BY i ELECTRICAL QUANTITIES ISSUED FOR BID 01/28/2025 I CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: `" '" CITY CONTRACT 25-05 SHEET 15 OF 20 1 BID NUMBER 1050 1011 1021 1100 1110 1120 1200 1220 1301 1303 1334 1340 1350 1352 1354 1360 BID ITEM MOBILIZATION CLEARING GRUBBING REMOVING PAVEMENT REMOVING CURB & GUTTER REMOVING CONC/ASPH SW &DWY EXCAVATION EXCAVATION SPECIAL (PAVING) 7" CONCRETE PAVEMENT WI 5" CABC 7" CONCRETE PAVEMENT HES W/ 5" CABC CONCRETE PAVEMENT GAP CRUSHED AGGREGATE BASE COURSE PAVEMENT TIES DRILLED DOWEL BARS 1" DRILLED DOWEL BARS 1.25" ADJUST MANHOLES AND INLETS UNITS LS INCH DIA INCH DIA SQ YD LF SQ FT CU YD TON SQ YD SQ YD EACH TONS EACH EACH EACH EACH STREET NAME WAUGOO AVENUE 0.5 14.0 14.0 76.0 2,191.7 16,683.4 1,770.2 263.4 4,160.0 265.0 2.0 530.0 4.9 26.0 29.0 23.7 SWEET STREET 0.6 0.0 0.0 0.0 8.3 316.6 279.8 41.6 0.0 0.0 0.0 0.0 4.1 0.0 0.0 11.3 CONTRACT TOTAL 1.0 14.0 14.0 75.0 2,200.0 17,000.0 2,050.0 305.0 4,150.0 265.0 2.0 530.0 9.0 26.0 29.0 35.0 BID NUMBER 1370 1372 1380 1390 1410 1440 1460 1500 1510 1514 1530 1540 1550 1560 1580 1582 COLD WEATHER UP -CHARGE FOR LATE 12" RADIUS 30"CURB & 4" CONCRETE 6" CONCRETE 6" CONCRETE CURB RAMP NO.4 DRILLED NO.4 COLD WEATHER COLD WEATHER BID ITEM TURF RESTORE COVERING SEASON COLD CURB WITH 6" GUTTER, 7" SIDEWALK SIDEWALK SW/DWY/ SW/DWY/ 6" CONCRETE DETECTABLE REINFORCING SIDEWALK TIE COVERING COVERING RESTORATION GRAVEL DWY (CONC WEATHER CABC WITH 5" CABC CURB WITH 3" CABC RAMP WITH 3" RAMP (HES) STEP WARNING FIELD RODS, EPDXY BARS, EPDXY (SIDEWALK) -SIN EVISQUI (SIDEWALK) -DO PAV'T)-SINGLE CONC PAV'T CABC WITH 3" CABC COATED COATED E GLE VISQUINE UBLE VISQUINE VISQUINE UNITS SQ YD SQ YD SQ YD CU YD LF LF LF SQ FT SQ FT SQ FT SQ FT SQ FT LF EACH SQ FT SQ FT STREET NAME WAUGOO AVENUE 2,467.1 16.0 430.0 84.0 255.0 0.0 65.0 8,817.8 6,799.1 2,000.0 165.0 80.0 3,028.8 182.0 1,742.2 1,742.2 SWEET STREET 232.9 0.0 0.0 0.0 0.0 35.0 0.0 182.2 100.9 0.0 0.0 0.0 121.2 33.0 27.8 27.8 CONTRACT TOTAL 1 2,700.0 15.0 430.0 84.0 266.0 35.0 65.0 9,000.0 1 6,900.0 1 2,000.0 1 165.0 1 80.0 1 3,150.0 1 215.0 1,770.0 1,770.0 BID NUMBER 1590 1600 1650 1652 1700 1710 1800 1801 1802 1900 1901 1903 1916 1917 1918 UP -CHARGE LOCATE REPLACE SAWING HMA COLD ASPHALTIC FOR LATE FURNISH AND EXISTING EXISTING SAWING CONCRETE BASE BASE BASE HMA PAVEMENT WEATHER 4" ASPHALTIC 2" ASPHALTIC COLD BID ITEM SEASON COLD INSTALL TREE PROPERTY PROPERTY EXISTING PAVEMENT AGGREGATE AGGREGATE AGGREGATE TACK COAT LT PAVING SURFACE LT SURFACE LT WEATHER WEATHER MONUMENT MONUMENT PAVEMENT FULL DEPTH DENSE 3/4" DENSE 1.25" DENSE 3" UP -CHARGE WITH 6" CABC WITH 6" CABC PAVING SIDEWALK UP -CHARGE UNITS CU YD EACH EACH EACH LF LF TON TON TON GAL TON TON SQ YD SQ YD SQ YD STREET NAME WAUGOO AVENUE 27.6 1.0 26.0 26.0 422.8 72.6 0.0 0.0 0.0 5.6 0.0 0.0 30.0 50.0 8.0 SWEET STREET 0.4 0.0 0.0 0.0 107.2 32.4 10.0 160.0 260.0 64.4 180.0 18.0 0.0 0.0 0.0 CONTRACT TOTAL 28.0 1.0 26.0 26.0 530.0 105.0 10.0 160.0 260.0 60.0 180.0 18.0 30.0 50.0 8.0 PLAN DESIGN INFORMATION DESIGN DATE _ SURVEYOR DESIGN ENGINEER PLAN REVISIONS DESCRIPTION I DATE I BY ISSUED FOR BID 01/28/2025 PAVING QUANTITIES L CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: " `" "" CITY CONTRACT 25-05 SHEET 16 OF 20 Cn 3 vi N N C: n BID ITEM 2003-12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH WAUGOOAVE 1-1 W-1 25.0 WAUGOO AVE W-1 1-2 7.0 WAUGOO AVE 1.3 W-3 25.0 WAUGOOAVE 1-4 W-3 7.0 WAUGOOAVE 1-5 W-4 6.4 WAUGOOAVE 1-6 W-4 23.5 WAUGOO AVE W-6 W-4 32.3 WAUGOOAVE W-6 CO-5 5.2 WAUGOOAVE 1-7 W-7 25.0 WAUGOO AVE W-7 1-8 7.0 WAUGOO AVE W-10 1-9 16.0 WAUGOOAVE W-10 1-10 16.0 UNDISTRIBUTED 24.5 BID ITEM 2003 TOTAL 220.0 BID ITEM 2006-15" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH WAUGOOAVE W-4 W-5 48.4 WAUGOO AVE W-8 CO-8 10.6 WAUGOO AVE W-9 W-8 26.1 UNDISTRIBUTED 19.9 BID ITEM 2006 TOTAL 105.0 BID ITEM 2024-36" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH WAUGOO AVE CO-1 W-1 231.7 WAUGOOAVE W-1 W-2 257.7 WAUGOOAVE W-2 W-3 188.3 WAUGOOAVE W-3 W-5 20.5 UNDISTRIBUTED 21.8 BID ITEM 2024 TOTAL 720.0 BID ITEM 2052 29"X45" HERCP CL III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH WAUGOO AVE W-5 W-7 220.1 WAUGOO AVE W-7 W-9 35.1 UNDISTRIBUTED 14.8 BID ITEM 2052 TOTAL 270.0 BID ITEM 2053 34"X53" HERCP CL III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH WAUGOO AVE W-9 W-10 42.2 WAUGOOAVE W-10 W-11 65A WAUGOO AVE W-11 ENDWALL 36.0 UNDISTRIBUTED 16.4 BID ITEM 2053 TOTAL 160.0 BID ITEM 2201 BID ITEM 2202 BID ITEM 2203 BID ITEM 2205 STORM STORM STORM STORM MANHOLE MANHOLE MANHOLE MANHOLE (4' DIA) (5' DIA) (6' DIA) (8' DIA) STREET NUMBER V.F. V.F. V.F. V.F. WAUGOO W-1 6.81 AVENUE WAUGOO W-2 5.83 AVENUE WAUGOO W-3 5.33 AVENUE WAUGOO W_4 3.58 AVENUE WAUGOO W_5 5.14 AVENUE WAUGOO W-6 3.46 AVENUE WAUGOO W-7 3.62 AVENUE WAUGOO W-8 2.52 AVENUE WAUGOO W-9 4.26 AVENUE WAUGOO W-10 4.78 AVENUE WAUGOO W-11 4.89 AVENUE WAUGOO TOTALS 5.98 21.55 8.76 13.93 UNDISTRIBUTED 0.52 0.45 0.24 0.07 CONTRACT TOTALS 6.50 22.00 9.00 14.00 BID ITEM 2235 BID ITEM 2237 TYPEIINLET TYPEIIIINLET W/ 18" SUMP W/ 18" SUMP (NEENAH (NEENAH R-1700A FRAME R-3067 FRAME TYPE A GRATE) TYPE R GRATE) STREET NUMBER EACH EACH WAUGOOAVENUE 1-1 1 WAUGOOAVENUE 1-2 1 WAUGOOAVENUE 1-3 1 WAUGOOAVENUE 1-4 1 WAUGOOAVENUE 1-5 1 WAUGOOAVENUE 1-6 1 WAUGOOAVENUE 1-7 1 WAUGOOAVENUE 1-8 1 WAUGOOAVENUE 1-9 1 WAUGOOAVENUE 1-10 1 UNDISTRIBUTED 1 2 CONTRACT TOTALS 1 12 BID ITEM 2850 BID ITEM 2852 BID ITEM 2856 BID ITEM 2858 CONNECTTO CONNECTTO CONNECTTO CONNECTTO EX. STORM SEWER EX. STORM LATERAL EX. STORM MANHOLE EX. INLET STREET NUMBER STA. OFFSET EACH EACH EACH EACH WAUGOO AVENUE CO-1 12+24 9.6 RT 1 WAUGOO AVENUE CO-5 19+62 65.2 LT 1 WAUGOO AVENUE CO-8 22+02 22.7 LT 1 UNDISTRIBUTED 1 3 1 1 CONTRACTTOTALS 4 3 1 1 BID ITEM 2950 EXCAVATION SPECIAL (STORM) STREET NUMBER STA. OFFSET TONS UNDISTRIBUTED 15D CONTRACTTOTALS 150 BID ITEM 2158 BID ITEM 2190 34" 63" RCP CL III SUPPLY OUTFALL APRON ENDWALL STEEL PLATE STREET STA. EACH EACH WAUGOO AVE 23+66 1 1 UNDISTRIBUTED 0 0 CONTRACTTOTALS 1 1 BID ITEM 2914 STORM SEWER U.L.O. STREET STA. OFFSET EACH UNDISTRIBUTED 5 CONTRACT TOTALS 5 BID ITEM 1225 BID ITEM 1226 SEDIMENT STORAGE DREDGE AND AREA DISPOSE MATERIAL STREET LUMP SUM C.Y. WAUGOO AVE 150 UNDISTRIBUTED 1 50 CONTRACT TOTALS 1 200 DESIGN DATE SURVEYOR BID ITEM 2810 BID ITEM 2812 ABANDON STORM REMOVE STORM MH'S & INLETS MH'S & INLETS STREET MH# STA. OFFSET EACH EACH WAUGOO 02-684 12+24 17.3 LT 1 AVENUE WAUGOO 1-424 15+73 18.3 RT 1 AVENUE WAUGOO 02-74 15+73 17.6 LT 1 AVENUE WAUGOO 02-311 19+14 17.7 LT 1 AVENUE WAUGOO 1.423 19+82 18.2 RT 1 AVENUE WAUGOO 02-77 19+64 17.4 LT 1 AVENUE WAUGOO 02-429 21+65 17.7 LT 1 AVENUE UNDISTRIBUTED 2 2 1 7- CONTRACT TOTALS 4 7 BID ITEM 2800 BID ITEM 2802 BID ITEM 2804 BID ITEM 2806 ABANDON 8" -12" ABDON 15" & LARGER REMOVE 30" & SMALLER REMOVE 33"-60" STORM SEWER STORM SEWER STORM SEWER STORM SEWER STREET FROM STA. TO STA. OFFSET L.F. L.F. L.F. L.F. WAUGOO AVENUE 12+21 12+24 9.6 RT 26.9 WAUGOO AVENUE 12+24 15+72 16.5 LT 347.2 WAUGOO AVENUE 15+72 19.13 17.5 LT 341.3 WAUGOO AVENUE 19+13 19+62 17.7 LT 49.3 WAUGOO AVENUE 19+62 21.64 17.4 LT 188.7 13.7 WAUGOO AVENUE 21+64 22+02 16.9 LT 38.0 WAUGOO AVENUE 22+02 22+02 16.8 LT 89.5 35.3 WAUGOO AVENUE 22+02 23+26 16.6 LT 26.9 WAUGOO AVENUE 22+02 22+24 16.6 LT 31.7 UNDISTRIBUTED 6.4 13.3 13.7 3.1 CONTRACTTOTAL 65.0 980.0 150.0 30.0 BID ITEM 2508 BID ITEM 2510 BIDITEM 2512 BIDITEM 2516 BIDITEM 2518 BIDITEM 2524 BIDITEM 2526 BIDITEM 2632 BIDITEM 2650 TYPE "D" MODIFIED SEDIMENT REMOVAL TRACKING STONE 12-INCH DIA DEWATERING TURBIDITY URBAN CL I HEAVY INLET PROTECTION TYPE "D" MODIFIED PAD BAGS SEDIMENT LOGS TANK BARRIER TYPE A EMAT RIP RAP STREET FROM TO SHEET EACH EACH EACH EACH L.F. EACH EACH SY SY WAUGOOAVENUE ROSALIA STREET 16+00 8 7 7 10 WAUGOO AVENUE 16+00 1 20+00 9 1 6 6 10 WAUGOOAVENUE 20+00 LAKE WINNEBAGO 10 9 9 10 67.1 126.7 47.1 SWEETSTREET WAUGOOAVENUE BABBITZAVENUE 11 9 9 10 Ed UNDISTRIBUTED 4 4 30 13 2 1 23 3 1 1 1 CONTRACT TOTALS 35 35 1 50 80 2 1 150 50 Ili\.y[�P�f.13iT;� Lri1[�PI PLAN REVISIONS DESCRIPTION ISSUED FOR BID DATE BY O 28/2025 STORM QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 25-05 SHEET 17 OF 20 t BID ITEM 3000 - 8" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH WAUGOOAVENUE W-15 W-16 377.54 WAUGOOAVENUE W-16 W-18 344.3 WAUGOO AVENUE W-18 W-17 61.3 WAUGOOAVENUE W-17 CO-4 6.9 WAUGOOAVENUE W-18 W-19 39.1 UNDISTRIBUTED 5.9 BID ITEM 30DO TOTALS 835.0 BID ITEM 3004 - 12" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH WAUGOOAVENUE W-19 CO-6 18.7 WAUGOOAVENUE W-19 W-20 212.1 WAUGOO AVENUE W-20 CO-7 38.4 UNDISTRIBUTED 0.8 BID ITEM 3004 TOTALS 270.0 BID ITEM 3100 BIDITEM 3114 BIDITEM 3116 (4- DIA) CHIMNEY SEAL CHIMNEY SEAL EXTENSION SANITARY MANHOLE EXTERNAL MANHOLE EXTERNAL MANHOLE STREET NUMBER V.F. EACH EACH WAUGOOAVENUE W-15 9.73 1.00 WAUGOOAVENUE W-16 8.8 1.00 SWEETSTREET W-17 7.55 1.00 WAUGOO AVENUE W-18 7.23 1.00 WAUGOOAVENUE W-19 7.08 1.00 WAUGOOAVENUE W-20 SAS 1.00 WAUGOOAVENUE 45.57 6.00 0.0D UNDISTRIBUTED TOTALS 0.43 0.00 1.00 CONTRACTTOTALS 46.00 6.00 1.00 BID ITEM 3800 BID ITEM 3804 BID ITEM 3806 ABANDON ABANDON 10" ABANDON 12" SANITARY MH'S SANITARY SEWER SANITARY SEWER STREET STA./MH STA./MH OFFSET EACH L.F. L.F. WAUGOO AVENUE 14+85.90 02-72 3.2 FIT 1.0 WAUGOO AVENUE 17+33.82 02-75 1 5.1 FIT 1.0 WAUGOOAVENUE 12+18.23 14+83.98 3.6 FIT 265.8 WAUGOOAVENUE 14+83.98 17+33.65 4.9RT 249.7 WAUGOOAVENUE 17+33.65 19+12.91 4.9FIT 179.3 WAUGOOAVENUE 19+75.91 21+65.00 5.3 FIT 189.1 WAUGOOAVENUE 2.0 694.7 189.1 UNDISTRIBUTED TOTAL 0.0 0.3 0.9 CONTRACTTOTAL 2.0 695.0 190.0 PLAN DESIGN INFORMATION DESIGN DATE _ SURVEYOR _ DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 3300 BID ITEM 3304 BID ITEM 3330 CONNECTTO CONNECTTO CONCRETE EXIST. 8" MAIN EXIST. 12" MAIN COLLAR STREET NUMBER STA. OFFSET EACH EACH EACH SWEET STREET CO-4 19+43.48 68.1 LT 1.0 WAUGOOAVENUE CO-6 19+83.31 17.9 RT 1.0 SHORELANE STREET CO-7 1 21+95.67 5.3 LT 1.0 BAYSHORE DRIVE TOTAL 1.0 2.0 0.0 UNDISTRIBUTED TOTAL 0.0 0.0 2.0 CONTRACTTOTAL 1.0 2.0 2.0 BID ITEM 3892 EXCAVATION SPECIALSANITARY TON UNDISTRIBUTED 44 CONTRACTTOTAL 44.0 BID ITEM 3854 REMOVAL OF SANITARY SEWER STREET STA STA OFFSET LF WAUGOOAVENUE 19+12.91 19+75.91 5.1RT 63.0 WAUGOOAVENUE 21+65.00 1 21+95.50 5.3 FIT 30.5 WAUGOO AVENUE TOTAL 93.5 UNDISTRIBUTED TOTAL 1.5 CONTRACTTOTAL 95.0 BID ITEM 3852 REMOVAL OF SANITARY MH STREET MH STA OFFSET EA WAUGOO AVENUE U-26518 12+18.65 3.5 FIT 1.0 WAUGOO AVENUE 02-76 19+44.74 4.7 FIT 1.0 WAUGOO AVENUE TOTAL 2.0 UNDISTRIBUTED TOTAL CONTRACT TOTAL 2.0 BID ITEM 360D ROCK EXCAVATION STREET I STA. STA. CUBICYARD UNDISTRIBUTED 50.0 CONTRACT TOTALS 50.0 L\\1i�-961W161 DESCRIPTION ISSUED FOR BID BID ITEM 3700 CLOSED CIRCUIT TELEVISING LINEAR FOOT 2130.0 BID ITEM 3710 PUSH CAM TELEVISING E.A. 4.0 BID ITEM 3890 U.L.O. E.A. 2.0 DATE BY 01/28I2025 SANITARY QUANTITIES CITY OF OSHKOSH, WISCONSIN SCALE IN FEET: 0 20 40 CITY CONTRACT 25-05 SHEET 18 OF 20 BID ITEM 4002- FURNISH & INSTALL 6" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH WAUGOO AVE T-1 V-2 15+52.0 15+52.0 2.0 WAUGOO AVE V-2 H-1 15+52.0 15+52.0 13.0 WAUGOO AVE T-5 V-11 19+01.8 19+01.8 4.0 WAUGOO AVE V-11 H-3 19+01.8 19+01.8 12.0 WAUGOOAVE T4 V-8 22+12.8 22+15.0 2.2 WAUGOOAVE V-8 H-2 22+15.0 1 22+23.5 8.5 UNDISTRIBUTED 23.3 BID ITEM 4002 TOTAL 65.0 BID ITEM 4004- FURNISH & INSTALL 8" WATER MAIN RELAY STREET START FITTING END FITTING START STATION ENDSTATION1 LENGTH SWEET ST V-9 D-3 42+10.9 43+00.0 89.1 SWEETST D-3 B-3 43+D0.0 44+38.5 139.3 SWEET ST B-3 B-4 44+38.5 44+75.1 37.5 SWEET ST B-4 B-5 19+44.8 19+29.9 16.7 SWEETST B-5 8-6 19+29.9 19+29.2 3.1 SWEETST B-6 B-7 19+29.2 19+28.6 2.7 SWEET ST B-7 CO-10 19+28.6 1 19+28.2 1.8 WAUGGOAVE CO-2 D-1 12+39.8 12+64.5 24.7 WAUGOO AVE D-1 V-1 12+64.5 15+48.0 283.5 WAUGOO AVE V-1 T-1 15+48.0 15+52.0 4.0 WAUGOO AVE T-1 V-3 15+52.0 15+56.0 4.0 WAUGOO AVE I V-3 T-5 15+56.0 19+01.8 345.8 WAUGOO AVE T-5 B-1 19+01.8 19+47.9 46.1 WAUGOO AVE B-1 B-2 19+47.9 19+50.1 2.2 WAUGOO AVE B-2 V-4 19+50.1 19+52.0 1.9 WAUGGOAVE V-4 T-2 19+52.0 19+54.0 2.0 WAUGOO AVE T-2 V-9 19+54.0 19+54.0 3.0 WAUGOO AVE T-2 V-10 19+54.0 19+58.0 4.0 WAUGOO AVE V-10 D-2 19+58.0 21+57.8 199.8 WAUGOO AVE D-2 V-5 21+57.8 22+10.3 52.5 WAUGOO AVE V-5 T-3 22+10.3 22+13.0 2.7 WAUGGOAVE T-3 V-6 22+13.0 22+13.0 2.5 WAUGOO AVE T-3 PL-1 22+13.0 22+16.0 3.0 WAUGOO AVE V-6 T-4 22+13.0 22+12.8 29.7 WAUGOO AVE T-4 V-7 22+12.8 22+12.7 2.6 WAUGOO AVE V-7 CO-9 22+12.7 22+12.7 2.0 UNDISTRIBUTED 48.8 BID ITEM 4004 TOTAL 1355.0 BID REM 4990 EXCAVATION SPECIAL WATER TONS UNDISTRIBUTED TOTAL 25 CONTRACTTOTAL 25 BID ITEM 4992 BENTONITE DAM STREET STA. E.A. UNDISTRIBUTED 6 BID ITEM 4992 TOTAL 6 BID ITEM 2952 BENTONITE DAM STREET STA. OFFSET EACH UNDISTRIBUTED 2 CONTRACTTOTALS 2 DESIGN DATE SURVEYOR BID ITEM 4110- FURNISH AND INSTALL 8" X 6" TEE NAME FITTING STATION STREET OFFSET EACH T-1 8" X 6" TEE 15+52.00 WAUGOO AVE 8.0 LT 1 T-5 8" X 6- TEE 19+01.79 WAUGOO AVE 8.0 LT 1 T-4 8' x 6" TEE 22+12.75 WAUGOO AVE 40.1 LT 1 BID ITEM 4110 TOTAL 3.0 BID ITEM 4111- FURNISH AND INSTALL 8" X 8" TEE NAME FITTING STATION STREET OFFSET EACH T-2 8" X 8" TEE 19+54.01 WAUGOO AVE 8.0 LT 1 T-3 8" X 8" TEE 22+13.01 WAUGOO AVE 8.0 LT 1 UNDISTRIBUTED 0.0 BID ITEM 4111 TOTAL 1.0 BID ITEM 4228 - FURNISH AND INSTALL 8" 22.5 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B3 8" 22° BEND 44+38.53 SWEET ST 8.0 RT 1 UNDISTRIBUTED 0.0 BID ITEM 4228 TOTAL 1.0 BID ITEM 4236 - FURNISH AND INSTALL 6" 45 DEGREE BEND NAME FITTING I STATION I STREET OFFSET EACH HYDRANT BENDS 6 BID ITEM 4236 TOTAL 6.0 BID ITEM 4237 - FURNISH AND INSTALL 8" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-1 8"45°BEND 19+47.87 WAUGOO AVE 8.0 LT 1 B-2 8" 45' BEND 19+50.07 WAUGOO AVE 8.0 LT 1 B4 8"45°BEND 44+75.09 SWEETST 8.0 RT 1 BS 8"45* BEND 44+85.69 SWEET ST 4.9 LT 1 B-6 8"45°BEND 44+88.77 SWEETST 4.9 LT 1 B-7 8"45°BEND 44+91.46 SWEET ST 1 4.9 LT 1 UNDISTRIBUTED 0 BID ITEM 4237 TOTAL 6.0 BID ITEM 4309 - FURNISH AND INSTALL 8" WATER MAIN PLUG NAME FITTING STATION STREET OFFSET EACH PL-1 8"PLUG 22+15.99 WAUGOO AVE 8.0 LT 1 UNDISTRIBUTED 0.0 BID ITEM 4309 TOTAL 1.0 BID ITEM 4401- FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-2 6" VALVE 15+52.D0 WAUGOO AVE 10.0 LT 1 V-11 6-VALVE 19+01.79 WAUGOO AVE 12.0 LT 1 V-8 6"VALVE 22+14.96 WAUGOO AVE 40.1 LT 1 UNDISTRIBUTED 0.0 BID ITEM 4401 TOTAL 3.0 PLAN DESIGN INFORMATION PLAN REVISIONS BID ITEM 4402 - FURNISH AND INSTALL 8" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-1 V VALVE 15+48.00 WAUGOO AVE 8.0 LT 1 V-3 8"VALVE 15+56.00 WAUGOO AVE 8.0 LT 1 VA 8" VALVE 19+51.99 WAUGOO AVE 8.0 LT 1 V-5 8" VALVE 22+10.33 WAUGOO AVE 8.0 LT 1 V-7 B" VALVE 22+12.73 WAUGOO AVE 42.7 LT 1 V-6 8" VALVE 22+12.99 WAUGOO AVE 10.5 LT 1 V-9 8" VANE 19+53.99 WAUGOO AVE 11.0 LT 1 V-10 8" VALVE 19+58.00 WAUGOO AVE 8.0 LT 1 UNDISTRIBUTED 0.0 BID ITEM 4402 TOTAL 8.0 BID ITEM 4500 - FURNISH AND INSTALL HYDRANT NAME FITTING STATION STREET OFFSET EACH H-1 HYDRANT 15+52.00 WAUGOO AVE 23.0 LT 1 H-3 HYDRANT 19+01.79 WAUGOO AVE 24.0 LT 1 H-2 HYDRANT 22+23.46 WAUGGOAVE 40.21T 1 UNDISTRIBUTED 0.0 BID ITEM 4500 TOTAL 3.0 BID ITEM 4060 CONNECT TO EX. 8" WATER MAIN STREET NUMBER STA. OFFSET EACH WAUGOO AVE CO-2 12+39.8 7.6 LT 1.0 WAUGOO AVE CO-9 22+12.7 43.9 LT 1.0 SWEET ST CO-10 19+28.2 0.3 LT 1.0 WAUGOO AVENUE 3.0 UNDISTRIBUTED TOTALS 0.0 CONTRACT TOTALS 3.0 BID ITEM 4800 ROCK EXCAVATION STREET STA. STA. C.Y. UNDISTRIBUTED 20.0 CONTRACTTOTAL 20.0 BID ITEM 4920 REMOVAL OF STREET STA. STA. OFFSET WATER MAIN WAUGOOAVE 21+65.04 1 22+13.04 11.7RT 50.6 UNDISTRIBUTED 4.4 CONTRACTTOTAL 55.0 BID ITEM 4350 BID ITEM 4352 BID ITEM 4354 4" CUT & CAP 6" CUT & CAP 8" CUT & CAP STREET STA. OFFSET EACH EACH EACH UNDISTRIBUTED 2.0 2.0 2.0 CONTRACTTOTAL 2.0 2.0 2.0 DESCRIPTION DATE BY ISSUED FOR BID 0112812025 812025 WATER QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: " `" 'y CITY CONTRACT 25-05 SHEET 19 OF 20 1 u C 0 N D STORM LATERALS SANITARY LATERALS WATER LATERAL BID ITEM 2400 BID ITEM 2404 BID ITEM 2406 BID ITEM 2408 BID ITEM 2414 BID ITEM 3210 BID ITEM 3214 BID ITEM 3234 BID ITEM 3235 BID ITEM 3236 BID ITEM 3238 BID ITEM 3404 BID ITEM 3894 BID ITEM 4036 BID ITEM 4048 BID ITEM 4055 BID ITEM 4712 6-INCH STORM SEWER STORM SEWER STORM LATERAL LATERAL INLET F&I 8"x6" F&I 12"x6" 4"/6" LATERAL 4"/6" RISER MARKER CLAY 10" CASING BEONTONITE 1" WATER 1' CORP & WATER SERVICE 2" CASING HOUSE STORM LATERAL MARKER BALLS CLAY DAMS INLET ADJUSTMENT WYE OR TEE WYE OR TEE (RELAY) (RELAY) BALLS DAMS PIPE DAM SERVICE RELAY STOP BOX CLAY DAMS PIPE NUMBER STREET L.F. EACH EACH EACH EACH EACH EACH L.F. L.F. EACH EACH L.F. EACH L.F. EACH EACH L.F. 302 / 304 ROSALIA 42 2 1 2 70 4 2 1305 WAUGOO 23 2 1 1 1 35 2 1 10 43 1 1 10 1306 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1309 WAUGOO 23 2 1 1 1 35 2 1 10 43 1 1 10 1310 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1313 / 1313A WAUGOO 24 2 1 1 1 35 2 1 10 43 1 1 10 1316 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1317 WAUGOO 24 2 1 1 1 35 2 1 10 43 1 1 10 1320 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1321 / 1321A WAUGOO 24 2 1 1 1 35 2 1 10 43 1 1 10 1324 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1327 WAUGOO 24 2 1 1 1 35 2 1 10 43 1 1 10 1328 / 1328A WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1331 WAUGOO 24 2 1 1 1 35 2 1 10 43 1 1 10 1332 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1335 WAUGOO 24 2 1 1 1 35 2 1 10 1 43 1 1 10 1336 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1337 WAUGOO 24 2 1 1 1 35 2 1 10 1 43 1 1 10 1340 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1341 WAUGOO 24 2 1 1 1 35 2 1 10 1 43 1 1 10 1342 WAUGOO 42 2 1 1 1 35 2 1 27 1 1 1345 WAUGOO 24 2 1 1 1 35 2 1 10 1 43 1 1 10 303 SWEET 42 2 1 1 1 35 2 1 21 1 1 1347 WAUGOO 24 2 1 1 1 35 2 1 10 1 43 1 1 10 1351 /1351A WAUGOO 23 2 1 1 1 35 2 1 10 1 43 1 1 10 1352 WAUGOO 1 35 2 1 1 27 1 1 1 WAUGOO 23 2 1 1 1 35 2 1 10 1 43 1 1 10 1356 WAUGOO 41 2 1 1 1 35 2 1 1 27 1 1 1357 WAUGOO 23 2 1 1 1 35 2 1 10 1 43 1 1 10 1359 WAUGOO 23 2 1 1 1 35 2 1 10 1 43 1 1 10 1360 WAUGOO 41 2 1 1 35 2 1 1 27 1 1 1361 WAUGOO 23 2 1 1 35 2 1 10 1 43 1 1 10 1373 WAUGOO 1 55 10 1 43 1 1 10 WAUGOO AVE, TOTAL 987 62 31 28 0 26 8 1210 0 66 33 180 14 1146 32 1 32 1 180 312 SWEET 1 32 2 1 22 315 SWEET 1 28 2 1 38 1 1 316 SWEET 1 32 2 1 22 1 1 320 / 322 SWEET 1 32 2 1 22 1 1 1343 BABBITZ 1 30 2 1 38 1 1 SWEET ST. TOTAL 0 0 0 0 0 5 0 154 0 10 5 0 0 142 5 5 0 UNDISTRIBUTED 13 0 0 1 10 0 0 36 50 0 0 0 2 62 0 0 0 CONTRACT TOTAL 1000 62 31 29 10 31 8 1400 50 76 38 180 16 1350 37 37 180 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER PLAN REVISIONS DESCRIPTION I DATE I BY ISSUED FOR BID 01/28/2025 LATERAL QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: `° "° CITY CONTRACT 25-05 SHEET 20 OF 20 I