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HomeMy WebLinkAbout25-02- Nebraska St SanitaryREGARDING 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 Sanitary Sewer Laterals (New and Relay), Water Laterals (New and Relay), and Storm Sewer Laterals (New and Relay) Relating to Contract No. 25-02 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. Sidewalk and 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 laterals, storm sewer laterals, and water distribution 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: $2,080,000.00 Proposed Assessments are: $126,000.00 City Cost of the project is: $1,954,000.00 t: \ Engineering\ 2021 - 2030 Contracts \ 2025 CONTRACTS\ 25-02 Nebraska St\ Construction \ Reports \ Report of Director of P W \25-02 Criteria for Reasonableness and Eenefit_5-5-25.doex LAKE BUTTE DES MORTS rn vi cn E D cn CD I U3 rn :l< (D m Ln N 0 N ro ro CITY CONTRACT 25-02 NEBRASKA STREET SANITARY INTERCEPTOR SEWER CONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 W. 16TH AVENUE, OREGON ST. TO NEBRASKA ST. 6 NEBRASKA STREET, W. 16TH AVE. TO W. SOUTH PARK AVE. 7 NEBRASKA STREET, W. SOUTH PARK AVE. TO W. I OTH AVE. 8 NEBRASKA STREET, W. I OTH AVE. TO W. 8TH AVE. UTILITIES 9 W. 16TH AVENUE, OREGON ST. NEBRASKA ST. 10 NEBRASKA STREET. STA. 20+00 TO STA. 25+00 11 NEBRASKA STREET, STA. 25+00 TO STA. 30+00 12 NEBRASKA STREET, STA. 30+00 TO STA. 35+00 13 NEBRASKA STREET, STA. 35+00 TO STA. 39+50 14 NEBRASKA STREET, STA. 39+50 TO STA. 44+00 is NEBRASKA STREET, STA. 44+00 TO STA. 48+00 QUANTITIES 16 PAVING ESTIMATED QUANTITY SHEET 17 STORM ESTIMATED QUANTITY SHEET 18 SANITARY ESTIMATED QUANTITY SHEET 19 LATERAL ESTIMATED QUANTITY SHEET ISSUED FOR BID: 02125125 ADDENDUM #1 :03113/25 Ln N O N M 9TH0 Z: m H P � RK � I 11 L 1 TH CITY CONTRACT 22-02 OSHKOSH, WISCONSIN . ... . STREETS TO BE PAVED/UTILITY WORK DESIGNATED TRUCK ROUTES O PROJECT AREA dam- DESIGNATED HAUL ROUTES (EMPTY TRUCKS ONLY) rn 3 a vi In a T N Cr :J TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE "E"RIGHT OF WAY PAVEMENT SUMMARY - CONTRACT 25-02 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK,_ 6"THRU DRIVEWAY 6" THRU DRIVEWAY (WHERE REQ'D.) VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES (WHERE REQ'D.) PAVEMENT NOTES "B" 2"W 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 1.0-2.0% I J SLOPE = 2.0% MIN. 4.0% MAX. 6" 1.0-2.0% 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 6„ I CONSTRUCTION OR HINGE JOINT AT CIL WITH Yz" X 30" DEFORMED BARS ___ -. STREET CONSTRUCTION IF CONFLICTS EXIST. 5 y b ) ' s":' S- ' ° `' s` - ' S' " s+: n :Ss • i*:' 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. BACKFILL, TOP SOIL, BACKFILL, TOP SOIL, FERTILIZE SEED &MULCH WHERE DISTURBED (18" TYP) 2.0' 2.0' FERTILIZE SEED & MULCH 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT 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 BASE COURSE FERTILIZE, SEED & E-MAT 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY BENCHMARK INFORMATION T6. NEGRADES HE ENGFINISHED ER IN THE - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR GRADING/PAVING WORK 8 ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER THE TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT AREAS INDICATING GRAVEL SHOULDER/DRIVEWAY City Contract 25-02 Benchmarks List 2/24/2025 Number Station Street Alignment Description Elevation 1 67+19 W. 16TH AVENUE HYDRANT TAGBOLT @ W 16TH AVE. & NEBRASKA ST. 753.6 20+55 NEBRASKA STREET 2 23+97 NEBRASKA STREET HYDRANT TAGBOLT @ W 15TH AVE. & NEBRASKA ST. 755.67 3 1 26+94 NEBRASKA STREET HYDRANT TAGBOLT @ W 14TH AVE. & NEBRASKA ST. 754.25 4 31+17 NEBRASKA STREET HYDRANT TAGBOLT @ W. SOUTH PARK AVE. & NEBRASKA ST. 755.55 5 34+79 NEBRASKA STREET HYDRANT TAGBOLT @ W 12TH AVE. & NEBRASKA ST. 755.41 6 37+71 NEBRASKA STREET HYDRANT TAGBOLT @ W 11TH AVE. & NEBRASKA ST. 755A5 7 N9 41+54 NEBRASKA STREET HYDRANT TAGBOLT @ W 10TH AVE. & NEBRASKA ST. 753.89 8 45+00 NEBRASKA STREET HYDRANT TOP NUT @ W 10TH AVE. & NEBRASKA ST. 753.95 47+54 NEBRASKA STREET HYDRANT TAGBOLT @ W 8TH AVE. & NEBRASKA ST. 752.77 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 3/4" 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) #4 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 RESTORATION LIMITS TO BE INCLUDED IN TERRACE BID ITEM. ACTUAL EMERGENCY 911 LIMITS TO BE DETERMINED BY THE ENGINEER IN FIELD. DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236 5700 SINGLE SIDEWALK SQUARES SHALL BE REMOVED AND REPLACED. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236.5240 FIELD BY THE ENGINEER. (TYP) FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMES RASE -DIR. PUBLIC WORKS NON ADA (SLOPE) COMPLIANT SQUARES SHALL BE REMOVED AND REPLACED. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE PUBLIC WORKS DEPT. ENGINEERING DIVISION OSHKOSH, WI JUST N GIER DIVISION h1ANAGER/ CITYITY EENGINEER 920-236-5065 FIELD BY THE ENGINEER. (TYP) CITY OF OSHKOSH 757 W. 3RD AVE. CHERYL SELL REMOVE & REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-232-5333 ® REHABILITATION WORK. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS WATER DIVISION CITY OF OSHKOSH 805 TRAVIS DERKS - LANDSCAPE 920-232-5314 TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) PARKS DEPARTMENT osHKOSHKosH WI W1 OPERATIONS MANAGER REMOVE & REPLACE EX. CONC. SIDEWALK TO CONFORM TO MAX. 1Y2" PER FT. FORESTRY DIVISION , CHAD DALLMAN-ASST. DIR. PARKS 920-232-5313 (12.5%) SLOPE THRU DWY. APRON. 6" THICKNESS REQ'D. ACROSS DWY. (TYP) CITY OF OSHKOSH REMOVE &REPLACE EX. CONC. SIDEWALK TO CONFORM TO MAX 1" PER FT. TRANSPORTATION DEPT. 926 DEMPSEY TR. DAN LABUDA 920-232-5350 (8.0%)SLOPE THRU CURB RAMP. ELECTRIC DIVISION OSHKOSH, WI CITY ELECTRICIAN CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH REMOVE &REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS UTILITY © REPAIR WORK. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) SIGN DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHTINATO JIM COLLINS TRANSPORTATION 920-232-5342 PAVEMENT SCHEDULE FOR CONTRACT 25-02 SPECTRUM - CHARTER 3520 DESTINATION DR. APPLETON, WI JEFF J. VANT U L ANDY J. VANTHULL 920-831-1821 920-831-9202 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 W. 16TH AVENUE UTILITY WORK, EXCAVATING/ GRADING WORK, CONCRETE PAVING WORK, SIDEWALKIDRIVEWAY APRON WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800-450-7280 (OREGON ST. TO NEBRASKA ST.) 36' 7" CONCRETE 5" 60' WORK, TERRACE WORK SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800-450-7240 NEBRASKA STREET UTILITY WORK, EXCAVATING/ GRADING WORK, CONCRETE PAVING WORK, SIDEWALK/DRIVEWAY WISCONSIN & SOUTHERN RR CO. 1890 E. JOHNSON ST. MADISON, WI BEN MEIGHAN 608-243-9129 (W. 16TH AVE. TO W. 8TH AVE.) 36' 7" CONCRETE 5" 60' WORK, TERRACE WORK TRANS CANADA 801 O'KEEFE ROAD DE PERE, WI MATT ERNST 920-338-6573 RELIANT ENERGY-WPL - - 1-800-758-1576 EMERGENCY 1-800-2554268 NON -EMERGENCY AT&T WISCONSIN 70 E. DIVISION ST. FOND OU 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-OFACILITIES 650 WITZEL AVE- JOHN FENLON 920424-3466 MANAGEMENT OSHKOSH, WI 64903 7:00-3:30 92DA24.2317 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/25/2025 SURVEYOR DESIGN ENGINEER MWN CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 40 CITY CONTRACT 25-02 SHEET 3 OF 19 3 cn N 0 I Ln N i V) .3 0 0 a a 0 0 N 0 i 9 Ln N 0 N t M T N N O J a c 0 :J GENERAL NOTES FOR CONTRACT 25-02 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 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 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. AT = 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 STANDARD LIGHT DUTY 8" CONSTRUCTION IF CONFLICTS EXIST. CONNECT TO EXISTING SERVICE (TYP.) O BACK OF WALK (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.) 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 STANDARD 5' HEIGHT (ULO), PAID FOR UNDER BID TIEM #2914, #3890, #4950. rJ 11 THE CONTRACTOR SHALL SCHEDULE AN APPOINTMENT FOR ALL CITY SUPPLIED SEWER CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD STORM CASTINGS. SEWER CITY OF OSHKOSH, WISCONSIN REVISIONS 6" PVC STORM SEWER LATERAL MAIN UTILITY SUMMARY - CONTRACT 25-02 = OR APPROVED EQUAL BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION_ _ PLAN REVISIONS DESCRIPTION DATE BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. rD ESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/25/2025 URVEYOR ESIGN ENGINEER MWN CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 11, zo ao CITY CONTRACT 25-02 SHEET 4 OF 19 756 755 754 753 752 751 750 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 756 755 754 753 752 751 750 66+50 67+00 NO. STATION BENCH MARKSDESCRIPTION SNAVD 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR DESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/25/2025 W. 16TH AVENUE SURVEYOR DESIGN ENGINEER MWN FROM OREGON ST. TO NEBRASKA ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: i zo 40 CITY CONTRACT 25-02 SHEET 05 OF 19 z BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/25/2025 SURVEYOR NEBRASKA STREET DESIGN ENGINEER MWN FROM W. SOUTH PARK AVE. TO W 10TH AVE. 20 ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: M CITY CONTRACT 25-02 SHEET 07 OF 19 I C� - - - - - - - - - - - - - - - - ------------- -- NEBRASKA STREET F91 91 F PROP. 8"HES CO NC. FULL DEPTH SAWCUT REQ'D (TYP.) PAV'T ALL INCLUSIVE '90.00, PAV'T i." DOWEL BARS 300�00' REQ'D (TYP.) PER BID ITEM 13`19 (TyP-) "Y -,j l l ........... I .............• ........... > _ _ F )z .. ..... . FQ ADJUST __r-x, (;uN PAY I MANHOLE 00 42+JO 46tuu! 10 44tO I • go--, I (TYP.) I 46tOrO c2 47+100 ------------- 4 JOID ADJUST !MANHOLE FULL DEPTH SAWCU T (TYP) REqD (TYP.)®. V 77 F j 78.25' L. L . 60,00, 50.00' 100.00' PAV'T 1.25"DOWEL BARS REQ'D (TYP.) 130.68, F918912 I F 910 -c� O PROP. 7"CONC. PAV'T w PROP. 7"CONC. PAVrT ALL INCLUSIVE PER BID ALL INCLUSIVE PER BID NOTE: CONTRACTOR SHALL PLACE HES CONCRETE WITHIN ALL > ITEM 1308 (TYP.) ITEM 1308 (TYP.) Wr') INTERSECTION TO MINIMIZE DISRUPTIONS TO TWO WAY TRAFFIC. THE CITY SHALL MEASURE AND PAY FOR THIS "t 1 .- I16 WORK PER BID ITEMS 1309 AND #1319 — — — — — — — - - - - - - - - p O — - — - — - — - — - — - — -------------- NEBRASKAS-TREET n p PROP. 8"HES CONC. PAV'T ALL INCLUSIVE PER BID E 1319 c7i 19 0.00' 180.0 F F 9i 0 HN Eu�---- - - ---- 1- - I-- � - . ...... ... ADJUST —7, -, i — -- 'I � — - -1 — — 11 -,;- - -- - - - — -- 1-i , , I L MANHOLE i,.i' Coll (TYP-) I (D 4 1 46+00 1 1 1 c2 12 47+00 -00 1 4- 45+00 48+001 49t00 50+00DT E) T FULL DEPTH SAWCU . . .... REQ'D (TYP.) ---- ----------------------- L ... .... . ... PAV'T 1.25" DOWEL BARS REQ' 100.00' D (TYP.) 130.68' 90.00" 90.0, FT, FT112 IL PAV'T b NOTE: PER BID CONTRACTOR SHALL PLACE HES CONCRETE WITHIN ALL INTERSECTION TO MINIMIZE DISRUPTIONS TO TWO WAY 00 Lu TRAFFIC. THE CITY SHALL MEASURE AND PAY FOR THIS 0 ui ■ WORK PER BID ITEMS 1309 AND #1319 q � ��a o � Doi ---------------- BENCH MARKSNAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY NO. STATION DESCRIPTION ELEV. DESIGN PAVEMENT REPAIR DATE EBURARY 2025 ISSUED FOR BID 02/25/2025 SURVEYOR NEBRASKA STREET DESIGN ENGINEER MWN FROM W. I OTH AVE. TO W. 8TH AVE. 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: sm-.= CITY CONTRACT 25-02 SHEET 08 OF 19 _ — _ — _ — - _ _ — _ — _ — - —F II I W I I I 36 N W 3 90.00 60.00 NN I , J _. �i 61+50 756 755 754 753 752 751 750 749 748 747 746 745 744 743 742 741 740 II I I I I I 1 W. 16TH AVENUE ISANITARY LATERAL v I v I v v LOCATION UNKNOWN o I ( 124 I W � } I J I I 730 126 `r122 w ± 116 I 112 } \ U I \ \U TYR 1 N U \ U �50.00' , 5000I , , t7� 50.00 50.00' 1�a' S000't 1 . _ ! L T- W 1 196.9 L.F. 8" SAN. @ 0.50 62+00 62+50 63+00 63+50 64+00 64+50 I_.. 1 L . �tI m W z -1 coi rn 50.00' N 50.00' 'TC 65+00 65+50 66+00 66+50 67+00 W-1 MAIN CONNECTIONS _ CO-1 = CONN. EX. 24" SAN. TO PROP. 24' SAN. @ 742.7t - - _ CO"36 = CONN. EX. 151 STO. TO PROP. 15" STO. @ 746.7t STORM 4' DIA MH N-34 CO-37 = CONN. EX. 15" STO. TO PROP. 15' STO. @ 747.5t _— _ ___. A 20+30.09 0.0' LT ST _. CO-46 = CONN EX. AN TO PROP 36^S 7 41 3t RIM=751.95 CL EX. 15"(SE)=747.05 DEPTH=4.15' _--. __..___ ---- ---- 1 _... _...._.___ _. -__--- ---- -__ ..._ _......-- ........ ......_. -.______ ____--- .__.------------------------------ ------ ------- - -- ----- -_._.. --------._ ___.. .._..._.._.. ----- ......- --_.__ --------- --------------- ------- - ---._ - -- - --- ------ ------ ---- ---.__ _-"�_>_._ _....__ - -____._--- ---- - _._-- -- - N-1 ---- ---- - ---- ----- i L.F. 8" SAN. @ 0.50% SANITARY MH W-i sra 62+22s0, z.r LT RIM=756.00 I- 88LF.8 " SAN. @ 0.50% -- 8"(E)=744.79--__. -____- ___-__ _____ ..__._ __._.__ ..__..._. .._._._ ....__.. ...... _.._.._. SANITARY MH W-2 DEPTH=10.46' STA. 64+19.47, 1.6' LT - - I RIM=754 21 .8 ------ _. ... SANITARY MH N-1 8'(W)=743.80 STA. 24, 8.0' LT DEPTH=9.66' RIM=751.9151.91 36'(N)=741.24 DEPTH=9.92' 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+00 756 755 754 753 752 751 750 749 748 747 746 745 744 743 742 741 740 66+50 67+00 PIPE SEGMENTS P-36 = 15.5 L.F. 15" STO. @ 0.22% P-37 = 10.4 L.F. 15" STO. @ 3.48% P-43 = 13.1 L.F. 36" SAN. @ 0.04% BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY SEWER N1 STATION DESCRIPTION EIEV. DESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/2512025 1 67+I9 HYDRANT TAGBOLT W 16TH AVE. R NEBRASKA ST. 753.60 SURVEYOR W. 16TH AVENUE DESIGN ENGINEER MWN FROM OREGON ST. TO NEBRASKA ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 25-02 SHEET 09 OF 19 BENCH MAR S - US S A D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BYSANITARY, STORM & WATER NEBRASKA STREET FROM STA 20+00 TO STA. 25+00 NO. STATION DATE FEBURARY 2025 ISSUED FOR BID 02/25/2025 1 20+55 HYDRANTTAGBOLT W 16TH AVE.& NEBRASKA ST. jEL,IEV. 3.0DESIGN SURVEYOR 2 23+97 HYDRANT TAGBOLT W 15TH AVE. & NEBRASKA ST.5.67 DESIGN ENGINEER MWN CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 40 SCALE IN FEET: j CITY CONTRACT 25-02 SHEET 10 OF 19 O RELAY 1" WATER SERVICE S.C. A 1� O I 84'/S'SANITARY LATERAL i N I ( @1U7W-14THAVENUE' O to �� 0 0 I I 3/4" LEAD col- o °' O� i O I I S.C. 1+ 8.5 N USE. (N)??? I -------------i r NEBRASKA STREET - , L--------------- -----, - - - - -- ((T�y Z ri S.C. 0+46.7 FA� 3�4" 2LEAD 2 (N) I ,� I 3/4 L BURIED F52.6 (TV)Z i PER m cn II f ._ cn o 'i u, D+19.5 (N) QQ m I ¢�¢ o p 1_ -. 3 o ow ri o o - t J+ J 00 ., - O N GAS J+ + W O r_ - 1419 ( - �. ly �- LINE 1315 - ( 1311 �t ci :r I �i { V'� I 'rti 6 :r 100. N 50.0Q� 90.00 0.00' 50.0 lt 100.00'v i F C- F REONST. MH _ -DECKAND ADJ. RINGS--'cJ--____ r---__ I _____- r _.__-_ g ss ..._.... __.... — — — I— — i - - — ' li i P15 N5 _ - - - — - - - - -- -r � I - - -- -- - -- — — - -- --- - - - - -- --- -- SAN SAN - ._=-I..._.__------S- - ... ---------------- -- -- - r _ - - - - AN - - ' ... .- - - - SAN .. - - - - SAN- - ---- - - --- - - - -SAN - 1_ - � } -- J C0 - 5 - _ -- - - - - - ggqq C0 6 _ _ N --_-- _-_ - - - SAN_ _- -_. _ -- - -- Y , -- - - AN— - SAN _ - - -.--- SAN _- - - - - -_ -• - _- SAN I SAN SAN-- S N-- := I � (AiAN. )__- P P 5 'll AN (ABAN.- ) SAN I I:: SAN (nanN.)� SAN P-14 SAN SAN— ---- -- _. --- - -- __-. - -- —. 1Y ._ �.�. r„ — -. __ _..- — -- .� - - ----- — I —�W .._. 1 e� z5 I I �.. i } I l I -_ x — - x---__x 5' 0.�0' - - - — - - - I _. _ - --- , - 15000' ___ ;', : ,. �.. �' o ti I� - -I- '— t _ II _ t -- _I_ 50 � - I - I� 55. 0' 1-- i I ,1 = x_ __-x- x- 150.00'. - 1422 --_.�11-- COPPEK 1•'- �... o 1320 J 0 of I -I o. ER +45.5 (TV) o T o Z ¢ = W 3/4" LEAD ± 3/4" LEAD ) — m i 2.1 (TV) S.C. 0+63.1 (N) S.C. 0+65-6 (N) -- -- S.C. 0+70.8 (N) -------------------------------------------------3 v) a -- — - — - — - — - — - — - —--—-—-—- — --- -— -----� MAIN CONNECTIONS CO-5 = CONN. EX. 36" SAN, TO PROP. 36' SAN. @ 740.01 CO-8 = CONN. EX. 36" SAN, TO PROP. 36' SAN. @ 739.91 CO.7 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 742.31 CO.8 = CONN. EX. 8' SAN. TO PROP. 8" SAN. @ 743.4m 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 PIPE SEGMENTS 753 752 751 750 749 748 747 746 745 744 743 742 741 740 739 P-4 = 6.4 L.F. WSW @ 0.10% P-5 = 6.7 L.F. 36" SAN. @ 0.10% 753 P-14 = 13.4 L.F. 8" SAN. @ 0.40% P-15 = 11.4 L.F. 8" SAN. @ 0.60% 752 751 750 749 748 747 746 745 744 743 742 741 740 739 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 BENCH MARKSDESCRIPTION VD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER NO. STATION ELEV. TE FEBURARY 2025 ISSUED FOR BID 02/25/2025 3 26+94 HYDRANT TAGBOLT W 14TH AVE. & NEBRASKA ST. 754.25 N E B RAS KA STREET SDURVEYORESIGN DESIGN ENGINEER MWN FROM STA. 25+00 TO STA. 30+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: I 20 ao CITY CONTRACT 25-02 SHEET 11 OF 19 30,00 755 754 753 752 751 750 749 748 747 746 745 744 743 742 741 740 739 738 30,50 ; 3/4- LEAD 3/4" LEAD ul z C 0+55.vOi 6 (TV) S.C. 0+58.9 (TV) S.C. 0+62.0 (TV) LU > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PIPE SEGMENTS 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 P-6 = 10.5 L.F. 36' SAN. @ 0.10% EX. CL _'-CCNST.EX . .... .. ... -39 CO MAIN CONNECTIONS -STORM S'I)IA MHN-35 _�T_t STA.34+46.58,15.9' CO'9 CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 739.51 RIM=752.84 COAO = CONN. EX 36" SAN. TO PROP. 36" SAN. @ 739.41 ' 10 (NVV)=748.87 i5:(W)=748.15 �x SANITARY MH N-7 K I SANITARY MH N-6 co.1 I = CONN. EX. 8' SAN. TO PROP. 8* SAN. @ 741.7± 27'(S)=748A4 >< STA. 30+98.38,18.3'LT >( STA. 31+03.10, 4.9' LT CO-12 = CONN. EX. 8' SAN. TO PROP. 8" SAN. @ 746.51 DEPTH=3.95' RIM=753.87 8'(E)=74`I,70 __ ____ K RIM=753,98 -8'(E)--741.62 CO-1 3 = CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 739.1± --- SANITARY MR N-9 SANITARY MH N-B 8 (W)=746.46 w(w)=741.63 CO 14 = CONN. EX. 36" SAN. TO PROP. WSAN. @739.01 STA. 34-54.49,41.2'LT STA. 34+60.85.6.4'LT 8:^=741.70 K 36-(N)-739.45 co'15 = CONN. EX. 8' SAN. TO PROP. 8' SAN. @ 741A± RIM=753.15 F RIM=753.11 W^0ROP=4.75' >< 36'(S)=739.52 CO-16 = CONN. EX. 8'SAN. TO PROP. B'SAN. @ 745.3± 8-(E)=741.44 >< 8 (E)=741.37 DEPTH=11.41' DEPTH=13.78' CO-38= CONN. FX..10" STO. TO PROP. 10"STO. @ 749J 8.(W=45.28 7± W(N)=739.01 CO-39 = CONN. EX 27'STO. TO PROP. 27'STO. @ 748.1±, '. (W8'(W)=741.44 I CO-40 = CONN. EX. 15"STO. TO PROP. 15'STO. @ 748.11 DROP_-3.84' 8'(W)=741.26 >< DEPTH=10.96' DEPTH=13.35' &FILL) > (ABAN. & FILL) X i P_ P-7 �11 (:505 P -14 755 P-7 - 6.2 L.F. 36" SAN. @ 0.10% P-8 - 14.2 L.F. 8" SAN. @ 0.48% 754 P-9 = 21.9 L.F. 8" SAN. @ 0.40% P-10 = 7.2 L.F. 36"SAN. @ 0.10% 753 P-11= 6.1 L.F. 36'SAN. @ 0.10% P-12 = 20.7 L.F. 8" SAN. Q 0.40% P-13 = 35.4 L.F. 8" SAN. @ 0.50% 752 P-39 = 9.5 L.F. 27'STO. @ 0.08% P.40= 6.0 L.F. 15"STO. @ 1.80% 751 P-41 = 17.7 L.F. 10" STO. @ 1.90% 750 749 748 747 746 745 744 743 742 741 740 739 738 30+00 30+50 31+00 31+50 32,00 32+50 33+00 33+50 34+00 34+50 35+00 -11 BENCH MARKSNAVID 88 DATUM BENCH ARK L N DESIGN INFORMATION PLAN REVISIONS J_ DESCRIPTION DATE BY SANITARY, STORM, & WATER NEBRASKA STREET FROM STA. 30+00 TO STA. 35+00 N40 STATION DESCRIPTION DE i ELEV. L Vd DESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/2512025 31+17 OL W S, HYDRANT TAGBOLT @ W SOUTH PARK AVE & NEBRASKA ST� �755 55 5 34+79 HYDRANT TAGE OLT (a) W 12TH AVE & NEBRASKA ST y T T , 'OLT 7 5.4 5 1 SURVEYOR DESIGN ENGINEER MWN 1 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 40 SCALE IN FEET: CITY CONTRACT 25-02 SHEET 12 OF 19 ----------------------- --- I III i I I I PROTECTEX. _ I I W SHURB I Z S.C. 3+44.0 (N) z N E B RAS KA STREET o T _ PROTECT EX. W o \ N CONTRACT SHALL AVOID DAMAGE TO EX TREE AND GAS LINE illCOPPER N ! ..__ TREE &ROOTS f n ,.- 1" COPPER °W- ' I +I� 1017A + + Q ROOTBALI CO.16 1121 4" LEAD I J ( l�i � S.C. 3+71 .1 N O _ COIN N 11 ` `� N IP ro N o N BURIED o F.D. �y. 1 19 I -- N 1017 ti ti �- -, N-y ,, It5:0. 0+00.5 (N) 150.00' IP [P'BM .� I L-=1 - 1 I 00; - - 1 p 23 [P __ _ 13 _ -. vin a'.�, 75.00' 3 00' ! " "r `7 40.00' 10� 755.41� Al -- ._.._ 1.__,_COAD - L- - _ .-.. C038 .. 0 rO _0 _ O-__O_ �I O .. i./ j F P-19 ., FO..�O .�,: .:-,::: F0 -_.-_..- - _ P-20 (ASAN.) P-22 - _ _ - I j __.__ �.._____�j_ ______ _ P-16 _ _N-10 _ P-17 1- - - -- CO-1a - - - - - - - -- - - , .,-.,,-- S N - - - - - - - SAN- - - - -'- .. -S-N- - -'---IISAN..--.. -_- - - SAN - - - - CO-17. - -_-- - - - -I__ S N _ __....__....._ CO 13 .. f - - - - - -- - - SAN.- -- - - ---..�_- - - - ':_. r- - • -- - - - - .-_._..__ -.. - -- 10 P-11 35 00 36 00 37 00 60.2 LF. 15" STO. @ 0.30% N-33 CO-2 0 ,..., SAN-�(ABAN.) SqN __w..-. -_- __-_ .--... __w _ -__. �_._ _-__. _�_w __. ___. - RECQ4. ATR �i ,: -- I SAN ` � SAN EX.4•/b' ._ -_. W.... ___ .._ T038'SE\YEft iSAI(ABA+.) SA --_._ _ w -I-2 CO-29 AN N-30 S - "- A06W_ -a A I (ABAN.) 03SEWft AN S N RCOX 4'I -_-_-_-_- _ --w 1 ] 1 - -_-.__�__ I < \.(75.OP ...-( _ moI--. -._- �, 3/4" LEAD 7.0 j 50' Ii(I • - �.,. 150.00' nw SIM 755■T� REC. LATIF ` 1ot o.zsr '- 1.COPPER ._..A.. 1 . 7z.00' 10Fl 0121116 i� ■ D ACTIVE + O 1A+ + +N N ■ W U V U I U V) n S.C. 0+62.0 (TV) I _1_ I I 0 � o a I I I STORM W DIA. MH N-31 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 PIPE SEGMENTS STA. 38-11.75, 39.6 LT RIM=753.32 -__.-' - ----�'- - - �- - - - - -_____ EX.CL N-33'" N-30 P-16 = 8.1 L.F. 36" SAN. @ 0.10% 18"(W)=749.88 753 ----_ - _-__-__- - - ---_-- _ _ ___ ,,,_ _ N_10 �.. - D M - - -"--' 753 P-17=7.8L.F.36°SAN.@0.10% 18"(NE)=749.55 ' - - - - - - --" P-19 = L.F. 8" SAN. @ 0.45% 12"(N)=749.97 STORM 4' DIA MH N-33 STORM 5' DIA MH N-30 38.5 p•19 = 38.5 L.F. 8' SAN. @ 0.45% DEPTH=3.03' 752 - STA 37+77.07, 1.3' LT RIM=753.11 STA_38+37.24, 0.9' LT RIM=753.25 752 P-20 = 16.8 L.F. 12" STO. @ 1.07% 15"(N)=749.54 15"(S)=749.36 P-21 = 19.3 L.F. 12' STO. @ 0.21% STORM TYP 111 INL 1.1 751 .._.. .___..___ _ _- ' ____-- __-_-- ___--..12"(W)=749.55 _ _. ._ - _-- _. 18"(SW)=749.36 ---- 21"(N)=749.36 751 P-22 = 46.3 L.F. 18" STO. @ 0.40% STA. 37+77.48, 18.1' LT RIM=752.73 ! DEPTH=2.82' 60.2 L.F. @ 0.30°/, CO 21 DEPTH=3.14' P-23 = 22.8 L.F. 12' STO. @ 0.91% P-41 = 17.7 L.F. 10" STO. @ 1.90% 15" STO. 12'(E)=749.73 750 - " 750 SUMP=1.50' DEPTH=4.50' 749 --- --- --. __. .._._ - -- --- -- --- --- --- -- --- -_.__ __-- ---- -_... ..._. __ - .... 749 � MAIN CONNECTIONS s7oRm TYPE IN INL I-z STA. 37+76.59, 1B.0' RT 748 - 748 CO.17 = CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 738.9t RIM=752.51 CO.18 = CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 738.91 12'(W)=749.51 747 _ _..... _ _.... _ 747 CO-19 = CONN. EX. 8" SAN. TO PROP. WEAK @ 747.4t SUMP=1.50' C0.20 = CONN. EX. 8" SAN. TO PROP. 8° SAN. @ 742.1f DEPTH=4.50' CO.21 = CONN. EX. 21" STO. TO PROP. 21" STO.@ 749.33 746 STORM TYPE III INL 1-3 745 STA. 38+34,57, 39.5' LT _ _ i i L_______._. __ _.__-_-.-.__ SANITARY MH _ _....... N-10 SANITARY MH N-11 - 746 745 C0-22 = CONN. EX. 18" STO. TO PROP. 18" STO. @ 749.9f -__-_.._.__ - --__.._-_.-.---_._-__.___._..}._......__-..-- j -_--._..__._._.....__- _ - ._ __.....___....._...__.__ -_ RIM=753.16 I 72, 7.T LT STA 38+16.23, 46.3' LT 12-(S)=750.18 ( RIM=7532 8"W)=742.05 RIM=753.47 8°(E)=74222 744 SUMP=1.50' DEPTH=4.50' 8 8 (W)=747.30 743 36"(N)=738.95. 8°(W)=742.22 743 36"(S)=738.95 8'(W)DROP=5.08' DEPTH=13.52' DEPTH=10.50 742 _-____ ._.__.. .....__...__ ..._ __---- ----.___- ----- ----- 742 741 __.__._.. __-_____ ____-._ ._.._. ._L. I ._._._ ______ _..__-_._ _..__ „ (AB/�N: &FILL}-____ ._.-_ _..._.._ CO-17 ... P-16 _- .__.. P-17 CO-18 .._(ABAN. BFtCL}_741 ..,,. , 740 -._....._ _._._-._ _ 740 739 ,.;..- _........... ..__._.... ____.__-------- 1--------- ----_._..___ 739 I ! i I 738 738 35+00 35+50 36+00 36+50 37+00 37+50 38+00 + 39+00 39+50 BENCH MARKSDESCRIPTION D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTIONDESIGN DATE BY SANITARY, STORM, & WATER NO. STATION V. FEBURARY 2025 ISSUED FOR BID 02/25/2025 N E B RAS KA STREET 5 34+79 HYDRANT TAGBOLT W 12TH AVE. & NEBRASKA ST. 755.41 SURVEYORTE 6 1 37+71 1 HYDRANT TAGBOLT @ W 11TH AVE. & NEBRASKA ST. 755.15 DESIGN ENGINEER MWN FROM STA. 35+00 TO STA. 39+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 25-02 SHEET 13 OF 19 I I I I ' Z PROTECTEX. n TREE &ROOTS `V� 1019 I 1017 � I ,0 U\ I N� \ M I0 cl 35.00' I 00' ( i 50. 752 751 750 749 748 747 746 745 744 743 742 741 740 739 738 P-24 = 8.3 L.F. 36" SAN. @ 0.10 % P-25 = 7.6 L.F. 36"SAN. @ 0.10% 752 P-26 = 25.5 L.F. 8" SAN. @ 0.50% P-27 = 19.2 L.F. 10" SAN. @ 0.30% 751 750 MAIN CONNECTIONS 749 CO.23 = CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 738.4t CO.24 = CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 738.33 748 CO.25 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 740.2t CO.26 = CONN. EX. 10" SAN. TO PROP. 10" SAN. @ 740.01 747 746 745 744 743 742 741 740 739 738 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+p0 BENCH MARKS- US S A D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY STORM & WATER N E B RASKA STREET FROM STA. 39+50 TO STA, 44+00 NO. STATION ELEV. DESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/25/2025 7 41+54 HYDRANT TAGBOLT W 10TH AVE. & NEBRASKA ST. 753.89 SURVEYOR 8 45+00 HYDRANT TOP NUT W 10TH AVE. & NEBRASKA ST. 753.95 DESIGN ENGINEER MWN I 0 20 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 25-02 SHEET 14 OF 19 SAN 90.0' u: I ,N..._...{i �f III vi w a La o Qa >V) I N - - - - - - - - - - - - - - - - N J I PIPE SEGMENTS 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 751 750 749 748 747 746 745 744 743 742 741 740 739 738 737 736 44 jj EX CL INI _. _......... _. SANITARY MH N-14 SANITARY MH N-15 STORM 5' VIA. MH N-36 _ ......... STA. 45+60.27, 5.8' LT STA. 45+50.25, 42.6' LT STA. 45+47.59, 0.4' LT '.. RIM=750.71 RIM=751.36 RIM=750.90 _. j. _.. 8"(W)=740.00 8"(E)=740.23 _ __.18"(W)=746.51 8"(E)=740.74 8"(W)=742.77 12" (SW)=746.51 36'(N)=738.29 8"(W)=740.23 12'(SE)=746.50 _...... _.. _.. 36'(S)=738.29 8"(W)DROP=2.54' 30"(N)=746.27 ....... DEPTH=11.67' DEPTH=10.38' ONST, WATERTIGHT OBULKHEAD DEPTH=387' TO ABAN.� L SANTAR 6. MN-1 8"(E)=741.11 li 36"(SI=738.32 as+Sn DEPTH=11.91' (ABAN. & FILL) 47+9n P-28 = 7.3 L.F. 36" SAN. @ 0.01% P-29 = 7.7 L.F. 36" SAN. @ 0.02% 751 P.30 = 16.2 L.F. 8" SAN. @ 0.40% P-31 = 8.7 L.F. 36" SAN. @ 0.26% P-32 = 8.7 L.F. 36 SAN. @ 0.45% 750 P-33 = 38.1 L.F. 8" SAN. @ 0.61% P-34 = 19.9 L.F. 8" SAN. @ 0.40% 749 748 747 MAIN CONNECTIONS C0.27 = CONN. EX. 36° SAN, TO PROP. 36" SAN. @ 738.3t 746 CO-28 = CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 738.3m CO.29 = CONN. EX. 8" SAN. TO PROP. 8- SAN. @ 741.23 CO.30 = CONN. EX. 36" SAN. TO PROP. 36" SAN. @ 738.3t 745 CO.31 = CONN. EX. 36' SAN. TO PROP. 36" SAN. @ 738.2t CO.32 = CONN. EX. 8' SAN. TO PROP. 8° SAN. @ 742.8t 744 CO.33 = CONN. EX. 8' SAN. TO PROP. 8'SAN. @ 740.8± CO43 = CONN. EX. 12" STO. TO PROP. 12" STO. @ 747.6t CO44 = CONN. EX. 30" STO. TO PROP. 30" STO. @ 748.81 743 C045 = CONN. EX. 12' STO. TO PROP. 12" STO. @ 746.81 CO46 = CONN. EX. 18" STO. TO PROP. 18" STO. @ 746.6t 742 CO47 = CONN. EX. 30" STO. TO PROP. 30" STO. @ 748.81 741 740 739 738 737 736 �00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY &STORM SEWER NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBURARY 2025 ISSUED FOR BID 02/25/2025 8 45+00 HYDRANT TOP NUT W 10TH AVE. & NEBRASKA ST. 753.95 SURVEYOR N E B RAS KA STREET 9 47+54 HYDRANT TAGBOLT CED W 8TH AVE. & NEBRASKA ST. 762.77 DESIGN ENGINEER MWN FROM STA. 44+00 TO STA. 48+00 zo 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 25-02 SHEET 15 OF 19 a BID NUMBER 1050 1100 1120 1200 1220 1308 1309 1319 1360 1370 7" CONC.PAV'T 7" HES 8" HES REMOVING REMOVAL CONC.PAV'T CONC.PAV'T ADJUST BID ITEM MOBILIZATION REMOVING CONC/ASPH SW EXCAVATION EXCAVATION SAWING, TIES, REMOVAL REMOVAL MANHOLES AND TURF RESTORATION BID ITEM PAVEMENT & DWY SPECIAL DOWELS SAWING, TIES, SAWING, TIES, INLETS GRADING DOWELS DOWELS GRADING GRADING UNITS LS S.Y. SQ FT CU YD CU YD SQ YD SQ YD SQ YD EACH SQ YD UNITS STREET NAME STREET NAME NEBRASKA STREET 0.0 60.0 1,203.8 40.0 10.0 1,178.6 1,250.0 400.0 29.0 370.6 NEBRASKA STREET W 16TH AVENUE 0.0 0.0 896.2 0.0 10.0 1,371.4 0.0 0.0 2.0 329.4 W 16TH AVENUE CONTRACT TOTALS 1.0 60.0 2,100.0 40.0 20.0 2,550.0 1,250.0 400.0 31.0 700.0 CONTRACT TOTALS 1410 1500 1510 1530 1540 1550 1560 1700 1906 1917 BID ITEM 12" RADIUS CURB W/ 6" CABC 4" CONCRETE SIDEWALK WITH 3" CABC 6" CONCRETE SWIDWY/ RAMP WITH 3" CABC 6" CONCRETE STEP CURB RAMP DETECTABLE WARNING FIELD NO.4 REINFORCING RODS, EPDXY COATED DRILLED NO. 4 SIDEWALK TIE BARS, EPDXY COATED SAWING EXISTING PAVEMENT 4" ASPHALTI PAVEMENT WITH 10" CAC 2" ASPHALTIC PAVEMENT LT WITH 6" CABC BID ITEM UNITS LF SQ FT SQ FT SF SF LF EACH LF SQ YD SQ YD UNITS STREET NAME STREET NAME NEBRASKA STREET 35.0 801.0 290.4 0.0 0.0 531.3 69.1 75.0 70.0 40.0 NEBRASKA STREET W 16TH AVENUE 0.0 749.0 109.6 5.0 0.0 468.8 60.9 0.0 0.0 0.0 W 16TH AVENUE CONTRACT TOTALS 35.0 1 1,550.0 400.0 5.0 20.0 1,000.0 130.0 75.0 70.0 1 40.0 ONTRACT TOTALS CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION DESIGN DATE FEBURARY 2025 SURVEYOR DESIGN ENGINEER MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS oR DESCRIPTION ISSUED FOR BID DATED QTY TABLES SCALE IN FEET: 0 20 ao DATE I BY 02/25/2025 CMC CITY CONTRACT 25-02 PAVING QUANTITIES SHEET 16 OF19 BID ITEM 2002-10" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST I N-35 CO-38 17.7 UNDISTRIBUTED 7.3 BID ITEM 2002 TOTAL 25.0 BID ITEM 2003-12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST N-36 CO-45 7.5 NEBRASKAST N-36 CO-43 6.4 NEBRASKA ST N-31 1-3 22.8 NEBRASKAST N-33 1-1 16.8 NEBRASKAST N-33 1-2 19.3 UNDISTRIBUTED 12.2 BID ITEM 2003 TOTAL 85.0 BID ITEM 2006.15" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKA ST N-34 CO-36 10.4 NEBRASKA ST N-35 CO-40 6.0 NEBRASKA ST N-30 N-33 60.2 NEBRASKAST N-34 I CO-37 15.5 NEBRASKA ST CO-41 I CO-42 9.3 UNDISTRIBUTED 8.6 BID ITEM 2006 TOTAL 110.0 BID ITEM 2009-18" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST N-36 COA6 8.6 NEBRASKAST N-31 CO-22 8.7 NEBRASKA ST N-30 N-31 46.3 UNDISTRIBUTED 11.4 BID ITEM 2009 TOTAL 75.0 BID ITEM 2012-21" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST I N-30 I CO-21 7.6 UNDISTRIBUTED 7.4 BID ITEM 2012 TOTAL 15.0 BID ITEM 2018-27" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST I N-35 I CO-39 9.5 UNDISTRIBUTED 5.5 BID ITEM 2018 TOTAL 15.0 BID ITEM 2021-30" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST N-36 CO-47 6.3 NEBRASKA ST N-36 CO-44 7.7 UNDISTRIBUTED 6.0 BID ITEM 2021 TOTAL 20.0 88 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 NEBRASKAST CO-38 34+59.8 27.6LT 1 NEBRASKAST CO-43 45+44.6 5.3RT 1 NEBRASKAST CO-45 45+42.5 5.9LT 1 NEBRASKAST CO-36 20+22.3 C/L 1 NEBRASKAST CO-40 34+46.6 21.9LT 1 NEBRASKA ST CO-37 20+30.8 15.5 LT 1 NEBRASKAST CO-42 19+06.6 12.9RT 1 NEBRASKAST CO-46 45+47.4 8.9LT 1 NEBRASKAST CO-22 38+11.8 48.2LT 1 NEBRASKA ST CO-21 38+44.9 0.9 LT 1 NEBRASKAST CO-39 34+37.1 15.6LT 1 NEBRASKAST CO-4 7 45+53.9 0.3LT 1 NEBRASKAST CO-44 45+39.9 0.4 LT 1 NEBRASKAST CO-41 18+97.3 12.9 RT 1 UNDISTRIBUTED 0 2 1 2 CONTRACT TOTALS 14 2 1 2 BID ITEM 2508 BID ITEM 2510 BID ITEM 2516 BID ITEM 2518 TYPE "D" MODIFIED SEDIMENT REMOVAL STONE 12-INCH DIA INLET PROTECTION TYPE "D" MODIFIED BAGS SEDIMENT LOGS STREET SHEET EACH EACH EACH L.F. W 16TH AVENUE 9 2 NEBRASKAST 10 8 NEBRASKA ST 11 6 NEBRASKA ST 12 8 NEBRASKAST 13 6 NEBRASKAST 14 2 NEBRASKAST 15 14 NEBRASKA STREET TOTALS 46 0 0 0 UNDISTRIBUTED 4 15 20 100 CONTRACTTOTALS 50 15 20 100 810ITEM 2800 BID ITEM 2802 ABANDON 8" -12" ABDON 15" & LARGER STORM SEWER STORM SEWER STREET FROM STA. TO STA. OFFSET L.F. L.F. NEBRASKAST 38+11 38+11 LT 22.0 NEBRASKAST 34+46.5 34+43 RT 12.0 UNDISTRIBUTED 8.0 8.0 CONTRACTTOTAL 20.0 30.0 CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION DESIGN DATE FEBURARY 2025 SURVEYOR DESIGN ENGINEER MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 2201 BID ITEM 2202 BID ITEM 2246 STORM MANHOLE STORM MANHOLE RECON5T5T0. (4' DIA) (5' DIA) MANHOLE (4' DIA) STREET NUMBER V.F. V.F. V.F. NEBRASKAST N-33 2.82 NEBRASKA ST N-34 4.15 NEBRASKAST N-30 3.14 NEBRASKA ST N-31 3.03 NEBRASKA ST N-35 3.95 NEBRASKAST N-36 3.87 NEBRASKAST 03-282 1.70 NEBRASKA ST 1 03-275 2.75 NEBRASKA ST TOTALS 6.97 13.99 4.45 UNDISTRIBUTED 1.03 1.01 0.55 CONTRACT TOTALS 8.00 15.00 5.00 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 NEBRASKAST 1-1 1 NEBRASKAST 1-2 1 NEBRASKAST 1-3 1 UNDISTRIBUTED 2 0 CONTRACTTOTALS 2 3 PLAN REVISIONS DESCRIPTION ISSUED FOR BID SCALE IN FEET: 0 20 40 BID ITEM 2950 EXCAVATION SPECIAL (STORM) STREET NUMBER STA. OFFSET TONS UNDISTRIBUTED 20 CONTRACTTOTALS 20 BID ITEM 2914 STORM SEWER U.L.O. STREET STA. OFFSET EACH UNDISTRIBUTED 2 CONTRACT TOTALS 2 DATE I BY STORM & EROSION CONTROL 02/25/2025 QUANTITIES CITY CONTRACT 25-02 SHEET 17 OF 19 BID ITEM 3000 - 8" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH W 16TH AVE W-1 W-2 196.9 W 16TH AVE W-2 N-1 268.8 NEBRASKAST N-14 N-15 38.4 NEBRASKAST N-14 CO-33 19.9 NEBRASKA ST N-12 N-13 25.5 NEBRASKA ST N-13 ICO-25 5.1 NEBRASKAST N-10 N-11 38.5 NEBRASKAST N-10 CO-20 20.7 NEBRASKAST N-11 CO-19 5.1 NEBRASKA ST N-8 CO-15 20.7 NEBRASKA ST N-8 N-9 35.4 NEBRASKAST N-9 CO-16 5.2 NEBRASKAST N-6 CO-11 21.9 NEBRASKA ST N-6 N-7 14.2 NEBRASKA ST N-7 CO-12 5.9 NEBRASKAST N-5 CO-7 13.4 NEBRASKAST N-5 CO-8 11.4 NEBRASKAST N-16 CO-29 16.2 NEBRASKA ST N-15 CO-32 5.3 16.5 BID ITEM 3000 TOTALS 785.0 BID ITEM 3002 -10" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST N-2 N-3 52.8 NEBRASKA ST N-3 CO-3 10.6 NEBRASKA ST N-12 CO-26 19.2 UNDISTRIBUTED 7.4 BID ITEM 3002 TOTALS 90.0 BID ITEM 3012 - 24" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKAST N-1 CO-1 7.9 NEBRASKAST N-2 CO-2 24.1 UNDISTRIBUTED 8.0 BID ITEM 3012 TOTALS 40.0 BID ITEM 3016 - 36" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH NEBRASKA ST N-2 CO-4 4.7 NEBRASKA ST N-14 CO-31 5.4 NEBRASKAST N-14 CO-30 8 NEBRASKAST N-12 CO-24 5.6 NEBRASKAST N-12 CO-23 6.3 NEBRASKAST N-10 CO-18 5.9 NEBRASKAST N-10 CO-17 6.1 NEBRASKA ST N-8 CO-14 4.1 NEBRASKAST N-8 CO-13 5.2 NEBRASKAST N-6 CO-10 4.2 NEBRASKAST N-6 CO-9 8.5 NEBRASKAST N-5 CO-6 4.7 NEBRASKAST N-5 CO-5 4.4 NEBRASKA ST N-16 CO-28 5.7 NEBRASKA ST N-16 CO-27 5.3 NEBRASKAST N-1 CO-46 13.0 NEBRASKAST N-2 CO-47 26 UNDISTRIBUTED 5.9 BID ITEM 3016 TOTALS 129.0 CITY OF OSHKOSH, WISCONSIN BID ITEM 3060 BID ITEM 3100 BID ITEM 3102 BID ITEM 3114 BID ITEM 3116 8" DROP (4' DIA) (5' DIA) CHIMNEY SEAL CHIMNEY SEAL EXTENSION SANITARY MANHOLE SANITARY MANHOLE SANITARY MANHOLE EXTERNAL MANHOLE EXTERNAL MANHOLE STREET NUMBER V.F. V.F. V.F. EACH EACH W-1 10.46 1.00 W-2 9.66 1.00 W 16TH AVE 0.00 20.12 0.00 2.00 0.00 N-1 9.92 1.00 N-2 12.13 1.00 N-3 10.23 1.00 N-7 4.75 11.41 1.00 N-9 3.84 10.96 1.00 N-11 5.08 10.5 1.00 N-13 11.04 1.00 N-15 2.54 10.38 1.00 N-5 1.83 11.56 1.00 N-6 13.78 1.00 N-8 13.35 1.00 N-10 13.52 1.00 N-12 12.83 1.00 N-14 11.66 1.00 N-16 11.91 1.00 NEBRASKAAVE 18.04 64.52 110.66 15.00 0.00 UNDISTRIBUTED TOTALS 0.96 0.36 0.34 0.00 2.00 CONTRACTTOTALS 19.00 85.00 111.00 17.00 2.00 BID ITEM 3800 BID ITEM 3804 BID ITEM 3814 BID ITEM 3818 ABANDON ABANDON 10" ABANDON 24" ABAN. 30" SANITARY MH'S SANITARY SEWER SANITARY SEWER SANITARY SEWER STREET MH STA OFFSET EACH L.F. L.F. L.F. W 16TH AVE 03-610 61+96.0 8.0 IT 1.0 W 16TH AVE 03-116 64+29.0 7.3LT 1.0 NEBRASKA ST 03-16 44+99.5 4.5 RT 1.0 STREET STA STA OFFSET W 16TH AVENUE 61+96.0 66+75.6 8.0 LT 475.0 NEBRASKAST 23+97.1 27+34.9 3.8LT 337.8 NEBRASKAST 27+47.5 31+00.5 5.2 RT 353.0 NEBRASKAST 31+06.5 34+57.5 5.2 RT 351.0 NEBRASKAST 34+64.0 38+12.0 5.4RT 348.0 NEBRASKAST 38+12.0 41+75.4 5.4RT 363.4 NEBRASKAST 41+80.7 44+96.2 5.4RT 315.5 NEBRASKAST 45+02.3 45+11.3 4.1RT 9.0 NEBRASKAST 45+17.0 45+58.7 3.8 RT 41.7 NEBRASKAST 45+64.0 47+73.0 2.6RT 209.0 NEBRASKAST 23+74.3 23+74.3 VARIES 41.0 NEBRASKA ST TOTALS 3.0 41.0 2328.4 475.0 UNDISTRIBUTED TOTAL 0.0 0.0 1.6 1.0 CONTRACTTOTAL 3.0 41.0 2330.0 476.0 BID ITEM 3300 BID ITEM 3302 BID ITEM 3312 BID ITEM 3316 BID ITEM 3330 CONNECTTO CONNECTTO CONNECTTO CONNECTTO CONCRETE EXIST. 8" MAIN EXIST. 10" MAIN EXIST. 24" MAIN EXIST. 36" MAIN COLLAR STREET NUMBER STA. OFFSET EACH EACH EACH EACH EACH NEBRASKAST CO-1 20+02.4 8.0 LT 1.0 NEBRASKAST CO-46 20+25.3 7.7IT 1.0 NEBRASKAST CO-47 23-72.3 2.8LT 1.0 NEBRASKA ST CO-4 24+05 2.8 LT 1.0 NEBRASKAST CO-2 23+82.3 18.2 RT 1.0 NEBRASKAST CO-3 23+74.9 60.7LT 1.0 NEBRASKAST CO-5 27+35.1 3.7 LT 1.0 NEBRASKAST CO-6 27+48.2 3.7 LT 1.0 NEBRASKAST CO-7 27+41.5 9.7FIT 1.0 NEBRASKAST CO-8 27+41.5 15.0IT 1.0 NEBRASKA ST CO-9 30+92.6 4.8 LT 1.0 NEBRASKAST CO-10 31+09.3 4.8 LT 1.0 NEBRASKAST CO-11 31+03.0 17.0 RT 1.0 NEBRASKAST CO-12 30+98.4 24.2LT 1.0 NEBRASKAST CO-13 34+53.6 6.3 LT 1.0 NEBRASKAST CO-14 34+66.9 6.3 LT 1.0 NEBRASKAST CO-15 34+60.6 14.3FIT 1.0 NEBRASKAST CO-16 34+54.5 46.4LT 1.0 NEBRASKAST CO-17 38+07.6 7.6 LT 1.0 NEBRASKAST CO-18 38+23.6 7.6 LT 1.0 NEBRASKAST CO-19 38+16.3 61.3LT 1.0 NEBRASKAST CO-20 38+15.2 13.0RT 1.0 NEBRA5KAST CO-23 41+70.1 6.9LT 1.0 NEBRASKAST CO-24 41+86.1 6.9LT 1.0 NEBRASKA ST CO-25 41+76.9 37.4 LT 1.0 NEBRASKA ST CO-26 41+78.4 12.3 RT 1.0 NEBRASKAST CO-27 45+07.4 6.0 LT 1.0 NEBRASKAST CO-28 45+22.4 6.0LT 1.0 NEBRASKAST CO-29 45+14.6 10.2RT 1.0 NEBRASKAST CO-30 45+51.6 5.8 LT 1.0 NEBRASKAST CO-31 45+68.9 5.8LT 1.0 NEBRASKAST CO-32 45+50.3 47.9LT 1.0 NEBRASKAST CO-33 45+61.2 14.1 RT 1.0 NEBRASKA ST 12.0 2.0 2.0 17.0 0.0 UNDISTRIBUTED TOTAL 0.0 0.0 0.0 0.0 2.0 CONTRACTTOTAL 12.0 2.0 2.0 17.0 2.0 PLAN DESIGN INFORMATION DESIGN DATE FEBURARY 2025 SURVEYOR DESIGN ENGINEER MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 3854 REMOVAL OF SANITARY SEWER STREET STA STA OFFSET LF NEBRASKAST 20+19.8 20+19.8 LT 8.5 W NEBRASKASTREET 8.5 UNDISTRIBUTED TOTAL 1.5 CONTRACTTOTAL 10.0 BID ITEM 3600 ROCK EXCAVATION STREET I STA. I STA. CUBIC YARD UNDISTRIBUTED 30.0 CONTRACT TOTALS 30.0 BID ITEM 3700 CLOSED CIRCUIT TELEVISING LINEAR FOOT 1044.0 BID ITEM 3710 PUSH CAM TELEVISING E.A. 4.0 BID ITEM 3890 U.L.O. E.A. 4.0 -'--, ._...__._....._- BID ITEM 3892 EXCAVATION SPECIAL SANITARY TON UNDISTRIBUTED 40 CONTRACTTOTAL 40.0 BID ITEM 3852 REMOVAL OF SANITARY MH STREET MH STA OFFSET EA NEBRASKAST 03-241 20+19.8 4.3LT 1 1 WAUGOO AVE TOTAL 2.0 UNDISTRIBUTED TOTAL CONTRACT TOTAL 2.0 BID ITEM 4006- FURNISH & INSTALL 10" WATER MAIN RELAY STREET START FITTING END FITTING STARTSTATION ENDSTATION LENGTH NEBRASKA ST CO-34 B-1 23+87.7 24+02.9 15.4 NEBRASKA ST B-1 B-2 24+02.9 24+25.7 33.6 NEBRASKAST B-2 CO-35 24+25.7 24+29.0 3.3 UNDISTRIBUTED 7.7 BID ITEM 4006 TOTAL 60.0 BID ITEM 4238 - FURNISH AND INSTALL 10" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-1 10"45'BEND 24+02.9 NEBRASKASTREET 11.OLT 1.0 B-2 10"45°BEND 24+25.7 NEBRASKASTREET 13.4 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4238 TOTAL 2.0 BID ITEM 4062 CONNECT TO EX. 10" WATER MAIN STREET NUMBER STA. OFFSET EACH NEBRASKA STREET CO-34 23+87.3 10.0 LT 1 NEBRASKA STREET CO-35 24+29.0 13.5 RT 1 NEBRASKASTREET 2.0 UNDISTRIBUTED TOTALS 0.0 CONTRACT TOTALS 2.0 PLAN REVISIONS DESCRIPTION DATE BY ISSUED FOR BID 02/25/2025 SCALE IN FEET: 0 zo ao CITY CONTRACT 25-02 SANITARY & WATER QUANTITIES SHEET 18 OF 19 I i SANITARY LATERALS WATER LATERAL BID ITEM 3210 BIDA6" BID ITEM 3212 BID ITEM 3222 BID ITEM 3234 BID ITEM 3235 BID ITEM 3236 BID ITEM 3238 BID ITEM 4036 BID ITEM 4048 BID ITEM 4055 F&I 8"x6" F&I 10"x6" F&I 6" 4"/6" LATERAL 4"/6" RISER MARKER CLAY 1" WATER 1" CORP & CLAY HOUSE STWYE OR TEE WYE OR TEE INSERT -A -TEE (RELAY) (RELAY) BALLS DAMS SERVICE RELAY STOP BOX DAMS NUMBER STREET EACH EACH EACH L.F. L.F. EACH EACH L.F. EACH EACH 1528 OREGON 1 10 1 1 1602 OREGON 1 10 1 1 136 W. 16TH 1 33 1 2 1 23 1 1 133 W. 16TH 1 37 1 2 1 47 1 1 130 W. 16TH 1 33 1 2 1 23 1 1 129 W. 16TH 1 37 1 2 1 47 1 1 126 W. 16TH 1 33 1 2 1 23 1 1 123 W. 16TH 1 10 1 1 47 1 1 122 / 124 W. 16TH 1 33 1 2 1 23 1 1 117 W. 16TH 1 33 1 2 1 47 1 1 116 W. 16TH 1 10 1 1 23 1 1 113 W. 16TH 1 37 1 2 1 47 1 1 112 W. 16TH 1 10 1 1 23 1 1 107 W. 16TH 1 37 1 2 1 47 1 1 106 W. 16TH 1 33 1 2 1 23 1 1 103 W. 16TH 1 37 1 2 1 47 1 1 100 W. 16TH 1 33 1 2 1 23 1 1 W. 16TH AVENUE 17 0 0 466 17 29 12 513 15 15 1608 NEBRASKA 1 42 2 1 25 1 1 49 W. 16TH 42 2 1 25 1 1 102 W.15TH 1 10 1 1419 NEBRASKA 30 2 1 47 1 1 101 W.14TH 47 1 1 102 W.14TH 1 25 2 1 23 1 1 107 W.14TH 1 41 2 1 47 1 1 1320 NEBRASKA 1 37 2 1 23 1 1 1315 NEBRASKA 28 2 1 47 1 1 1311 NEBRASKA 47 1 1 1213 NEBRASKA 27 2 1 47 1 1 1212 NEBRASKA 1 38 2 1 23 1 1 102 W.12TH 1 37 2 1 23 1 1 1116 NEBRASKA 1 10 1 49 W.11TH 5 50 W.11TH 1 10 1 101 W.11TH 1 35 2 1 1019 NEBRASKA 25 2 1 45 1 1 1017 NEBRASKA 45 1 1 1016 NEBRASKA 1 10 1 25 1 1 1012 NEBRASKA 1 10 1 25 1 1 51 W 10TH 25 1 1 918 NEBRASKA 1 40 2 1 25 1 1 913 NEBRASKA 26 2 1 45 1 1 NEBRASKA STREET 5 4 1 8 523 0 33 14 659 19 19 UNDISTRIBUTED 0 0 0 2 46 43 5 0 28 0 0 CONTRACT TOTAL 5 21 1 10 1035 60 67 26 1200 34 34 -USGS CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION DESIGN DATE FEBURARY 2025 SURVEYOR 11 DESIGN ENGINEER I MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS I DESCRIPTION DATE BY ISSUED FOR BID 02/25/2025 SCALE IN FEET: o zo no CITY CONTRACT 25-02 LATERAL QUANTITIES SHEET 19 OF 19