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HomeMy WebLinkAbout26-03 W 16 th Ave & Ohio StLAKE BUTTE DES MORTS Ln N O N 0 T N O J T a 0 c 0 J CITY CONTRACT 26-03 WEST 16TH AVENUE & OHIO STREET GA«Z•lz:64 If okVilli d Lei OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 WEST 16TH AVENUE, OHIO ST. TO STA. 105+50 6 WEST 16TH AVENUE, STA. 105+50 TO STA. 111+00 7 WEST 16TH AVENUE, STA. 111+00 TO STA. 116+50 8 WEST 16TH AVENUE, STA. 116+50 TO STA. 122+00 9 WEST 16TH AVENUE, STA. 122+00 TO OREGON ST. 10 OHIO STREET, W. 17TH AVE, TO STA. 16+50 11 OHIO STREET, STA. 16+50 TO STA. 20+50 12 OHIO STREET, STA. 20+50 TO STA. 24+50 13 OHIO STREET, STA. 24+50 TO W. SOUTH PARK AVE. UTILITIES 14 WEST 16TH AVENUE, OHIO ST. TO STA. 105+00 15 WEST 16TH AVENUE, STA. 105+00 TO STA. 109+00 16 WEST 16TH AVENUE, STA. 109+00 TO STA. 113+00 17 WEST 16TH AVENUE, STA. 113+00 TO STA. 117+00 18 WEST 16TH AVENUE, STA. 117+00 TO STA. 121+00 19 WEST 16TH AVENUE, STA. 121+00 TO STA. 125+00 20 WEST 16TH AVENUE, STA. 125+00 TO OREGON ST. 21 OHIO STREET, W. 17TH AVE. TO STA. 16+50 22 OHIO STREET, STA. 16+50 TO STA. 20+50 23 OHIO STREET, STA. 20+50 TO STA. 24+50 24 OHIO STREET, STA. 24+50 TO STA. 28+50 25 OHIO STREET, STA. 28+50 TO W. SOUTH PARK AVE. 26 UTILITY TIE-IN, MICHIGAN ST. & IOWA ST. 27 UTILITY TIE-IN, MINNESOTA ST. & ARIZONA ST. 28 UTILITY TIE-IN, FLORIDA AVE. & W. 15TH AVE. 29 UTILITY TIE-IN, W. 14TH AVE. & W. SOUTH PARK AVE. ELECTRICAL 30 OHIO ST. & W. SOUTH PARK AVE. INTERSECTION QUANTITIES 31 ELECTRICAL ESTIMATED QUANTITY SHEET 32 PAVING ESTIMATED QUANTITY SHEET 33A-B STORM ESTIMATED QUANTITY SHEET 34 SANITARY ESTIMATED QUANTITY SHEET 35A-B WATER ESTIMATED QUANTITY SHEET 36 LATERAL ESTIMATED QUANTITY SHEET ISSUED FOR BID: 10/1412025 I n -- oil[ � z� H IRK El[ — 1TH I��III _III, � I] *-I M Z LN 0 4 I-Vo FA I I • OSHKOSH, WISCONSIN STREETS TO BE PAVED/UTILITY WORK G«< DESIGNATED HAUL ROUTES DESIGNATED TRUCK ROUTES O PROJECT AREA a� 3 a vi N W Ln N O Ln L CD T N O 0 J C, 0 c 0 J TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE 4"CONCRETE SIDEWALK, "E" RIGHT OF WAY 4" CONCRETE SIDEWALK, PAVEMENT SUMMARY - CONTRACT 26-03 6" THRU DRIVE6" (WHERE REQ'DwAY VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES THRU DRIVEWAY (WHERE REQ'D.) PAVEMENT NOTES C/ -W 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 0 2 0% -- 6" SLOPE = MIN. MAX.1 4.0% M6. CONSTRUCTION OR HINGE JOINT AT C/L WITH Yz" X 30" DEFORMED BARS 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 STREET CONSTRUCTION IF CONFLICTS EXIST. BACKFILL, TOP SOIL, FERTILIZE SEED & MULCH WHERE DISTURBED (18" TYP) - `" BACKFILL, TOP SOIL, 2.0' 2.0' FERTILIZE SEED & MULCH SAWED LONGITUDINAL JOINT WHERE DISTURBED (18" TYP) 2 EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK ' 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, FERTILIZE, SEED & E-MAT "C" PLAIN CONCRETE WITH INTEGRAL CURB "D" CRUSHED AGGREGATE BASE COURSE BACKFILL, TOP SOIL, 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. BENCHMARK INFORMATION - BENCHMARK INFORMATION FOR UTILITY WORKONLY. NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADINGIPAVING WORK 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT AREAS INDICATING GRAVEL SHOULDERIDRIVEWAY RESTORATION LIMITS TO BE INCLUDED IN TERRACE BID ITEM. ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER IN FIELD City Contract 26-03 Benchmarks List 9/5/2025 Number Station Street Alignment Description Elevation 1 101+24 16TH AVE. RR SPIKE ON LIGHT POLE @ 16TH & OHIO 765.27 20+09 OHIO ST. 2 104+62 16TH AVE. RR SPIKE ON LIGHT POLE @ 528 W. 16TH AVE. 765.30 3 110+73 16TH AVE. RR SPIKE ON POWER POLE @ 433 W. 16TH AVE. 763.71 4 118+38 16TH AVE. RR SPIKE ON POWER POLE @ 323 W. 16TH AVE. 762.05 5 121+03 16TH AVE. RR SPIKE ON LIGHT POLE @ 16TH & MINNESOTA 761.16 6 125+51 16TH AVE. RR SPIKE ON POWER POLE @ 219 W. 16TH AVE. 758.55 7 11+76 OHIO ST. HYDRANT TAGBOLT @ OHIO & 17TH 766.63 8 15+31 OHIO ST. RR SPIKE ON POWER POLE @ 1659 OHIO ST. 767.09 9 23+14 OHIO ST. RR SPIKE ON POWER POLE @ 1435 OHIO ST. 764.71 10 29+97 OHIO ST, HYDRANT TAGBOLT @ OHIO & SOUTH PARK 762.03 8. ALL CURB RADII SHALL BE 12 WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 9. INLET CASTING TO BE WELLED 3/4" 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 EMERGENCY 911 ' DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMES RABE - DIR. PUBLIC WORKS PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH - DIVISION MANAGER 1 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. CHERYL SELL PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-232-5333 WATER DIVISION CITY OF OSHKOSH 605 WITZEL AVE. TRAVIS DERKS - CITY FORESTER 920-232-5314 PARKS DEPARTMENT OSHKOSH, WI CHAD DALLMAN - ABET. DIR. PARKS 920-232-5313 FORESTRY DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN LABUDA TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION CITYOF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHKOSH,WI JIM COLLINS TRANSPORTATION DIRECTOR 920-232-5342 PAVEMENT SCHEDULE FOR CONTRACT 26-03 SPECTRUM -CHARTER 3520 DESTINATION DR. APPLETON, WI JEFFROTHERMEL ANDY J. VANTHULL 92DA96-1821 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 WEST 16TH AVENUE UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALKIDRIVEWAY WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-80OA50-7280 (OHIO ST. TO OREGON ST.) 2557.13' 32' 8.0' 7" CONCRETE 5" 60' APRON WORK, ASPHALT PAVING WORK, & TURF RESTORATION WORK. SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800-050-7240 OHIO STREET UTILITY WORK, EXCAVATIONIGRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 (W. 17TH AVE. TO W. SOUTH PARK AVE.) . 18 1651' 36' 9.0' 7" CONCRETE 5" 60' APRON WORK, ASPHALT PAVING WORK, &TURF RESTORATION WORK. SOUTHERN RR CO. MADISON, WI TRANS CANADA 801 O'KEEFE ROAD MATT ERNST 920-338-6573 DE PERE, WI ALLIANT ENERGY-WPL _ - 1-800-758-1576 EMERGENCY 1-800-255-4268 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 TDS 1490 ONEIDA ST. MENASHA, WI PAUL SCHULTZ 608-664-4099 CANADIAN 1625 DEPOT ST. NATIONAL RR STEVENS POINT, WI JACKIE MACEWICZ 715-345-2503 UW-O FACILITIES 650 WITZEL AVE. JOHN FENLON 920-024-3466 MANAGEMENT OSHKOSH WI 54903 7:00-3:30 92D-424-2317 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY NO. STATION DESCRIPTION ELEV. -' - DESIGN DATE ISSUED FOR BID 10/14/2025 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 26-03 SHEET 3 OF 36 t Lo N O N 0 T N a J T 0 c 0 :J GENERAL NOTES FOR CONTRACT 26-03 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. 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 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.) 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 _T SEWER REVISIONS MAIN CITY OF OSHKOSH, WISCONSIN 6" PVC STORM SEWER LATERAL UTILITY SUMMARY - CONTRACT 26-03 = OR APPROVED EQUAL BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR BID 10/14/2025 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 40 CITY CONTRACT 26-03 SHEET 4 OF 36 766 765 764 763 762 I I I I 1 I F' W.16TH AVENUE W - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ TREE DIAMETER/APPROX. DISTANCE FROM FACE OF TREE W SEE OHIO STREET PAVING TO PROP. BACK OF CURB (TYP.) IP.P. 'EX. REMOVE EXISTING SIDEWALK SHEETS FOR CONSTRUCTION DETAILS WEST OF E.O.R. EX. LANDSCAPING BEHIND IN CURB I REPLACE WITH 4"CONCRETE SIDEWALK (6" THRU DRIVEWAYS) BOW TO BE PRESERVED PROPERTY IRON (TYP.) SW TIE BARS EX. R.O.W. I REQ'D (TYP.) I TYP. (TYP.) SAWCUT SW TIE BARS 542 536 532 528 522 516 REQ'D REQ'D (TYP.) (TYP.) +33.21 `S �'PI UPI �' i;DN !;0lJ l:'f�� COf 110N 1 irlG J ix-.x e ° •°___ 4... �_�.. • .a. ° a a • • _. _.... -_ __. - ® _._. - ____ ___ ...._ ___.. .° 76 . 6 _ 1 763.37 �- 763.39 � �- -- � - 73.6- - 65 - 763.73 - A 763 90 - � � � - � 764.20 - 764.07- 764.01 �- J BEGIN CONC. PAV'T PROP. 7" CONC, PAV'T ° STA 101+33.19 HP Oi++00- _._,. ' _ _..-__ _....-_ . -__.- _.... a _.ip _-_.. _ . _ - __ - -_-u_ ___-1031-00 __. _- (BID ITEM #1301) - . _ *__ .__ . + _..._ ___._..._ 10400. .__..-.... _.. _.____ 4*.00__._._10500 .54 763. 763.88 "oo m 764.05 764.21 764.38 764.52 764.33 764.16-� ,.`\�.-. ®®® o Y -®® ® .22 _ 763.39 =-= -:----763.56 =�- ____:-_---763.7 ,,PROP. -- _ ----763.90 ------_=-764.06 .�-' .--:764.20 --- �-_>--- _- 764.01 - - - 763.85-1 7"CONC.36 /0 3'",.,; 870.5" _) - y W 3D"/0'- 30"/0.4' 8"I1.0' B PAV'T H.E.S.___. _:._.,.---- m ---- -_- ____- _..._.___.._ __- _..... ---_ a®.-..._._ ___. ____ ._.....,.__----. . --_. __._....9"}0.9'REQ'D(TYP.) BIDITEM(#1303) _.h' r�i.o,�_�_y�,,,i,i �� ,.s '�'I, i'_.��Jl1�5 -0���... . - -;, r76 .... l'�N c0H .:l ��d / C 7DI 1 I Oft l��A.F 1 .ISW TIE BARS 551 545 539 533 I 529 PROP. 6" CONC. DWY APRON 521 REQ'D (TYP.) I I I I I REQ'D (TYP.) - 553 REMOVE 30" CURB REMOVE AND AND GUTTER (TYP.) SAWCUT ( 1 SAWCUT REQ'D i 553A � REPLACE EX. I I REQ'D (TYP.) PROP. 6" REMOVE TREE I H.E.S. CONC. 1 (TYP.) i���. \ CONCSTEP (TYPJ 1 I 1 (LD.)(TYP.) I DWY TIE-IN REQ'D EXPANSION JOINT I REMOVE AND (TYPO REQ'D AT FIRST ` PROP. 4" ASP. SURFACE LT SALVAGE COST I APPROX. TURF RESTORATION JOINT EAST OF \ W/ 6" C.A.B.C. REQ'D (TYP.) I SHALL BE INCIDENTAL LIMITS (TYP.) INLETS 766 765 764 763 762 50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 rn L. o vi I EX CL PROFILE 766 765 764 763 767 766 765 764 763 762 767 766 765 764 763 762 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 766 765 764 763 762 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING W. 16TH AVENUE OHIO STREET TO STA. 105+50 DESCRIPTION ELEV. DESIGN DATE OCTOBER2025 ISSUED FOR BID 10/14/2025 SURVEYOR =1 DESIGN ENGINEER DDR CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: j 20 40 CITY CONTRACT 26-03 SHEET 05 OF 36 I I PROP. 7" CONC. PAVT H.E.S. -NOTE: ALL CONCRETE ROADWAY 1 HANDWORK BID ASHES ( ) , - W/5" C.A.B.C. REQ'D (TYP.) W. 16T H AV E N U E BID ITEM #1303 � 1 2'X5' D.W.F. 1 1i0WEVER IF�QOT FDDRED-PIES-('OBE - - D1`RE _ ,:; ( )' 6 �j' REQ'D TYP. ; ( ) APPROX. TURF RESTORATION PAID AS ITEM (#1301). 1 +V T P.P. IN CURB LIMITS (TYP.) 763.32 762.971--_ 12" CURB HEAD REQ'D c; J... a TREE DIAMETER,APPROX. I PROP. 6" N.E.S. CONC. I PROP. 6" CONC. I62.88 .-. --. ALONG RADIUS (TYP.) 1 `� In ( DISTANCE FROM FACE OF TREE DWY TIE-IN REQ'D SW TIE BARS EX. R.O.W. DWY APRON I SAWCUT ' 1 TO PROP. BACK OF CURB (TYP.) (.n,p) REQ'D (TYP.) (TYP.) REQ'D RED D (TYP.) REMOVE EXISTING SIDEWALK N - - - 1 . REPLACE WITH 4" CONCRETE TYP. ( 450 4 6 LL LL 4 442 436 i 432 42 SIDEWALK 6" C.rp1 ( THRU DRIVEWAYS ) P.P. IN CURB I l -- -- P.P. IN CURB J ,), r L_ +80.47 \ t.: 1 1. z ,f,i 1- +08.47 ° 20 R 1. r..I l:iipl .. .(iiQ CUr; 0IN .... .. 20 R + 763.10 CJ"� ° d • .-.-762.79 dEl' ' ,�s� --2",3 ` ° e , / __ .... d 63o`L .a ° "' -..... °.oi"• 8"/3 8 1 • 3 -. d.--�'761.87 _ 763.68- --� - -.. d �A-76I3.45, 763.52- - .39- `763.00 76324 •° - - - 762.59 - -�' PROP 7" CONC, PAVT - '762.38 ----.762.18 -7 .12--- .-762.02 . - .. - •_ . 763.15 O W/5" C.A.B.C. REQ'D __10 00_ . FOR e i1 (BID ITEM#1301) __ - _11000-.15A 111 764.16 764.00 763.84 763.71 N 7 .533 763.35 b m 763.17 „ 1 .V T 763.00 762.82 762.65 762.60 762.49 762.34 . -- +9 ® 6763.1� FOR 763.48 ,, , . - - -6'82"l.3 --783.85 763.521. 76.7627676219 1- 7-62. --•.�7} I ( 1 fIT 140 .4' ._._____. �_o.....-�. .. __-_. e '--- -•---- P P. IN CURB �--__ . d • � -_ •� ._ _: • _ °, a-_-o ,CCp.) d _., . --"-- ' a. ° �. _ .. , - _ _ + I 32`P'F I +80.36 1,..1 20 R �_ ° u.ill✓ _- --_ ... \.Oli y.. -_-1 \: ` a �, (IN \ ),.I II t:Ij� ,. I1 1 --_1P.P. IN CURB c GAS VALVE IN RAMP �' 76332763PROP. I 30" CURB AND T�l GUTTER (7") W/ 2' CURB � I P.P. IN CURB 447 443 I 437 I 433 SAWCUT REQ'D TAPER TO 0" REQ'D (TYP.) P.P. IN CURB509A 457A 431A 433A SW TIE BARS (TYP.) 4" ASP. TRANSITION LT W/10" SW TIE BARS � � P.P. IN CURB REQ'D (TYP.) PROP. 4" ASP. SURFACE LT C.A.B.0 (BID ITEM # 1911) REQ'D (TYP.) I SAWCUT EX. PROPERTY IRON (TYP.) REQ'D REMOVE TREE P.P. INC RB W/ 6" CA.B.C. REQ'D (TYP.) ,n _ (TYP.) EX. BRICK TO BE PRESERVED. IF (LD.) (TYP.) m = 764.06 763.89 m DISTURBED, SALVAGE AND i 764.44 RESET EX. BRICK. COSTS SHALL PROP. 6" GRAVEL DWY REMOVE 30" CURB SAWCUT BE INCLUDED IN TURF REQ'D (TYP.) AND GUTTER (TYP.) REQ'D (TYP.) EX� <S';'. l� Z RESTORATION BID ITEM (#1370) V, I I I I m n 0 765 - -------_ _ -- ; w u IEX. - NORTH B.O.W. PROFILE o - 765 W 764 - - -0323% -__ - - - ~ _. _ ,_ _ - _.... --.. - - - - --- -- -- - ... - -- 764 763 ._._-- 1 ____..... -- --- _.. _ - - -- ---' ------ ------ -- -- - ---- ------- -��'- ---------- 763 762 _ -__.. .. _. -PROP. _. _ -...... 762 L... NORTH FLPROFILE 761 105 50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 110+50 l l 1+00 761 767 _...._.. - - - - - --- - - - - - - - -- - - - i - -- - - - - 767 766 _ 766 0 765 - --- --- ------ 1 O J --------- -- --- 0+ - -; ---- - -- - ---- - ----------- - -- ...__ _ ... -- - ---- -- --- --- V1 _.+. o -- -1-- -------- -------- - 765 PROP. CL PROFILE EX. CL PROFILE- w N 764 II.. _ _ _.... 1 764 763 _ _ _....... - -..-.-..- -.-_ -0.345%. 763 762 762 105 F50 106+00 106+50 107+00 107+50 108+00 rn 108+50 109+00 109+50 110+00 110+50 111+00 ri co n I o 0 765 _� - - ---ram - - ---- - _../ �'•.._. D... J i w a ... Q .. _____ - .. ------ ----- -- -t�--- 1 -- - - - -----. . ...........---- -------- EX. SOUTH B.O.W. PROFILE.. -------- ----- ----- ------ �1 --=a- - o --- -----._... --- -- - - 765 764 -0.323%..-- -.--- -' -.._. I -__. -- _-.-_ �. u " a ....E _ 764 ---------------------- -- \ F. J -' 763 -0.281% - - - -'-- - ' 763 762 - - - - -- - - - -- - --- - - -- - 762 PROP. SOUTH FL PROFILE 761 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00 761 110+50 111+00 BENCH MARKSDESCRIPTION D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION ELEV. DATE OCTOBER2025 ISSUED FOR BID 10/14/2025 W. 16TH AVENUE SDESIGNURVEYOR SURVEYOR STA. 105+50 TO STA. 111+00 DESIGN ENGINEER DDR CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 z6 ao CITY CONTRACT 26-03 SHEET 06 OF 36 ALL ONCRETE ROADWAY W. 1 6T H "E N U E TIE BARS I ! i I HANDWORK�BID AS HES (#13031, REMOVE EXISTING SIDEWALK ' REQ'D (TYP.) it 761.44 761.07 SAWCUT HOWEVER Ik NOT POURED HES TO BE SW TIE BARS TTREE O PROP. BACK IA CURB (TYp,) FULL DEPTH r _- --- REQ'D PAID AS ITE�vt (#7301). REPLACE WITH 4" CONCRETE EX. BRICK TO BE PRESERVED. IF I {, (TYP) SIDEWALK (6" THRU DRIVEWAYS) I i I (TYP.) •.:.° a as :. DISTURBED, SALVAGE AND DISTANCE FROM FACE OF TREE SAWCUT II EX. R.O.W. ' PROP. 6" H.E.S. CONC. RESET EX. BRICK. COSTS SHALL 4 I (Typ,) REQ'D TYP. I PROP. 4"ASP. SURFACE LT DWY TIE-IN REQ'D BE INCLUDED IN TURF -}- 12" CURB HEAD REQ'D Vy/ 6" C.A.B.C. REQ'D (TYP.) (#1370) �! �. 761.47 ALONG RADIUS (TYP.) 352A 342A ( TYP) VAC. LOT 6 I 422 f` I 418 I i -19-- �- I (09D7710000) I'?-- 400 !"+CI76116° 761.13'a TYP. BID ITEM L 42 --__-• Y +69.55 3 - - Av _ a +41 55 _. A.VT_ C_[_il 1`;F It l!h11 t 1 C 1 1 76087 760.8if 11 I �j � ° 6/4.3�X' ].a 8/46LJ _ _ ^6o s�9 -- ° 2/4.5' S 761.72 - ->- 761.57 761.42 --- 761.27---- - -- 761.12 1.06 760.93 76118 1 . Sy ° ° a °a / °d • 1 � - � --- - PROP. 7 CONC, PAV'T i 761.02 �760.83 - --I � - 760.65 - - - � - - 760.42 --- -� 760.19 -7 .1 - 760.19 W/5" C.A.B.C. 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IN DWY REQ'D 343A I (I.D.) (TYP.) I PROP. 6" CONC. ( REQ'D (TYP.) a a I (TYP.) REQ'D SW TIE BARS DWY APRON I (TYP.) REQ'D (TYP.) li ,, , 761A7` m P.P. IN CURB REQ'D (TYP.) 161 41 _ I I REMOVE 30"CURB PROP. 7" CONC. - ( PROP. 6"GRAVEL DWY REMOVE AND REQ'D TYP. PAV'T H.E.S. I ( ) APPROX. TURF REPLACE EX. AND GUTTER (TYP.) LP.P. IN CURB W/5" C.A.B.C. I `{\ 'I RESTORATION CONC. STEP (TYP.) REQ'D (TYP.) f��j 1" DOWEL BARS REQ'D @ LIMITS (TYP.) '', BID ITEM (91303) I I,, 15" C-C (TYP.) 765 764 763 762 761 760 ill 765 764 763 762 761 760 -50 765....._ ._------ ------ - -1-__ ------ -. ._..--- - -- --- -------. __...____ . _..----.__ ._.._._. - - ---- - 765 764 r' + O 764 763 EX. CL PROFILE �- .... W U N II --- N ---- 0 W n -- -------------- U N ._. I r ......-... wNa ------ - 63 762 awa I - - =1973% -=ET.313°f 762 761 ----- -------- ----- I---__. ----- -__-_ ----- ---- _---- ._---- ----- ___.._... PROP. CL PROFILE ___-- ----- ____ -- ..__-- 0M ----- .____ ° ..._.... ff248°l _......_._ ..--- ---- ------ ---- -----------__.. -'- ...-_.;I_.d58%.._` ---- _.N---�---- 61 760 760 111 00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 115+00 115+50 116+00 116+50 765 765 764 --- ----- _____ f ---__ ___---- ------ ----- ----- __-_- _____ --__ __.... ..__... _---. _-_- .---- m --.._ m ------ a..... ... ... __._._. ui_ __---- ------- ---o ------ ------ II _..... 764 763 -_ .-------- _._ EX. SOUTH B.O.W. PROFILE W tl II - Q II - II - - t� ---- - 763 762 --0,299% t- J m F- LL n J __.� N __.• _- LL 762 761 / PROP. SOUTH FL PROFILE J ° t -0.308% 0.457% 761 760 - -60 111+00 111+50 112+00 112+50 113+00 113+50 114+00 114+50 I IS+DD 115+50 116+00 116+50 BENCH MAR VD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAV 1 N G NO. STATION DESCRIPTION ELEV. DESIGN DATE OCTOBER 2025 ISSUED FOR BID 10/14/2025 SURVEYOR W. 16TH AV EN U E DESIGN ENGINEER DDR STA. 111+00 TO STA. 116+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 26-03 SHEET 07 OF 36 'NOTE: ALL CONCRETE OADWAY HANDWORK FULL DEPTH FUSAWCUT I I BID AS UHS D 303), W. 16T HOWEVER IF NOT POURF(D HES H AVENUE i 1"DOWEL REQ'D (TYP.) j PROP. 7" CONC. 1 TO BE ■ PAID AS ITEM (#1301). BARS REQ'D __._ _-..__ ___ . _ PAV'T H.E.S. W/5" C.A.B.C. 1 REMOVE AND i PROP. 6" CONC. SAWCUT 1 TREE M PPRO @ 15" C-C SAWCUT (TYP.) 1=x. T' COi`1C. I 1 REQ'D TYP. ( ) BID ITEM (#1303) REPLACE EX. CONC. STEP (TYP.) i DWY APRON REQ'D FROM FACE E DISTANCE FROM FACE OF TREE REQ'D 760.1 REQ'D (TYP.) I PROP. 6" GRAVEL DWY SW TIE BARS (TYP.) I I TO PROP. BACK OF CURB (TYP.) I _ _ (TYP.) -- -- a 2'X5' D.W.F. I SW TIE BARS I 1 1 REQ'D (TYP.) REQ'D (TYP.) EX. R.O.W. 316A 310A 306A 759.961'75997 'r REQ'D (TYP-) REQ'D (TYP.) 1 336 332 I 326 (TYP.) 316 I 3101- ( - 302J I III I 25- � _--15 � ` 1, L ..---_-32=�..... ._... I I_ - ..___.._ 1 \1306 (I �.0 +30.,. ,I+ FF° 02.5 I _ // �P i I I ..� I ,R.A'L -:' Arils - rl • ( '-, _ ,! ,• �� _ � 20'R ,32 _- - ) _. / • 1- f -�_ - _J - .. J a a 759 91 -R .. - - _ __. _ ._. _ -� I I I P 8"/4 2".( I ... 10 /3 8 S•"' i aA 766.35 - 760.50 -- 760.66 760.43 760.20 7 .00 PROP 7" CONC, PAV'T 760.40 _760.36 �__ •. -�,° 76D 38- L76D 12 r f"a- - �`760.12,�` 1 759 53 °- _--117 00- . --=LL -_.___.- HP ......118 00- . - ..-- __.. _ _..-__--_... _ ._..___119 W/5 C.A.B.C. REQ'D BID ITEM #1307 L 00 ( - )_..._t45A0 -.-- . -12 HP -02 - 00_ 1 _ ...__._ ---_ I - �& . g - ___ 121 00 wv +EOR 79.94 _- -_- --.. _-12 760.67 760.83 M 760.98 761.14 760.91 760.68 EX. T , I'A V I 760.48 760.88 766.84 76 77 766.51 760.30 759.95 _ %15- �.-.-." 760.4 • 760. 7166.59i". 760.51 -:_:,, --:-__-i,760.67 - -:. ,,:-:-__ �- .__.__-�,,: 760.82- _:. _:--: --- -:::: _._ ::,-- -----: ,_, _- ,_��,�: 760.98 .. - 760.75 - 760.52 1. --_ _-=_ �- 760.32 - 1�e - --r--- 760.72 - 760 66 ✓ 1 a - 760.35 760 12 _.--759.74---- 6"l0.0 8 !1 6 ..' .,. ®. -.. 12/0.1; : 8"/0.T 1 _ ---.- _0 ° _.___� ® i ®.... a a _. ® -._ C� "'� •,^moo :C1-- --- --_- `..... 6l11 ___ _ a .. a L- �-'IEfr s i a;,.. ,i?=1,.° .� �` ^< �:.. �'�-^ .1a.: S}L3-_ -a;.7fP (' •T ,--$=ut 4-. '�a-,r a 1{ e i -. - +3009�d - ld �lP1 :r,,;p ,ip! �. S i �.�.____ G A"P Cf Idtip 1 (JG, ','t.W (-olI � 1.�f , my _20,R .. ,1.. +02.10 7 3 ,i1J _iUPI ,UPI. . r �- _. I _ i I ,- -�'20' R 78012'�/60 13, - 01 �i . • 337 I 333 1 327 323 317 311 307 303 57 253 I ' I I I n 333A SAWCUT 327A 317A P.P. IN DWY 311A P.P. IN DWY R(TYP.) �• •� 4 ENDE ° P.P. IN RAMP FOR 253A REQ'D (TYP) ( REMOVE TREE I ALONG RADIUS m m I 1 759.81•a'�'759.79 1 sTORh V `y 1 P.P. IN CURB I 1 , (I.D.) (TYP.) 1 REMOVE EXISTING SIDEWALK PROP. 4" ASP. SURFACE LT 1 W/ 6" C.A.B.C. REQ'D (TYP.) ,w N O - 760.11 SW TIE BARS ( REQ'D (TYP.) '�. - " ! 1 PROP. 6" H.E.S. CONC. DWY TIE-IN REQ'D I REPLACE WITH 4" CONCRETE I SIDEWALK (6" THRU DRIVEWAYS) APPROX. TURF RESTORATION ' I 1� P.?:. C'.�.-�iJi: II� '� !'T j� REMOVE 30" CURB AND GUTTER (TYP.) (TYP.) ( I LIMITS (TYP.) 1 7 1 763 _ o 0 763 762 _._..._ r - - -� - { - ��___._. ¢ i- n .. EX. NORTH B.O.W. PROFILE °' n o ^ t J w uJ - o o f 762 • -- - /-- �- --`--J L__J �.. -'- - `__ .F- -_ _ n Jam_ -�� a W LL - 761 - 0.308/0- `__..�/ 0.452% Y __r -- L - -- -0.316�h -r -'_`- __ / - 761 0.727 % -0.308%.---- --_.-._ ---- -`----- ----_- __-`�j,_.-_....__-----..---------- 760 - - - PROP. NORTH FL PROFILE I 759 116 50 117+00 117+50 118+00 118+50 O 119+00 119+50 120+00 120+50 121+00 O 121+ 122+00 759 763 _-.__ -------------- ----_- ____ ..._..._. ______._ ------- - �- -ro --------.. __--- _--- -- ------ --___ _..... ---_-----v-- ------ ---- --- o "' � d .- o ------ ------ ------------ ----- - -------- "'- ----- o ------- ----- -------------- 763 k Q It O J II 762 _ PROP. CL PROFILE _.(~n _U _ _.. _ _..ii. ^ N LL_ w O -. w U __.. _ - 762 (o U 761 --- _. __.0.311%.... -. i--_.-0.455% _... -0.316% _ _....... 761 _.----- -� -- - - - --�._-------------- --'- 760 - - --�- - -- _ - - 760 759 _....... i _...... _ EX. CL PROFILE _... 759 758 116 50 117+00 117+50 118+00 118+50 0 119+00 119+50 120+00 120+50 121+00 121+50 122+00 758 763 --__.___ __- - ... _.___... _�.� + __--- - ---X, ----L'� 7--1e___..7 .__. _.___ u~i t I EX. SOUTH- uJ-.__ .._.` -.._^� ._-_� oo B.O.W. PROFILE _--.� �.-l_ ^L= -.�-- ----- ---- o --w ------ ------ ----- ------ ------ ----- - 63 762 762 .... __.... --_. i..... .._u_ LL (i----- ..__- --- --_--O I 1. f. �L�� '- 761 __ _ _ - - _ - 0.308% ._... _.._.... _-�� - - -- - __-0.452% I7-- -� L ._.J---',� -'"-- - =0:3i6% _-- - - -0.308%760 -- - - - 761 -_ �-- 760 PROP. SOUTH FL PROFILE 116+500727% 759 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 121+00 759 121+50 122+DO VD 88 DATUM BENCH MARKSDESCRIPTION PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION ELEV. DESIGN DATE OCTOBER 2025 ISSUED FOR BID 10/14/2025 W. 16TH AV EN U E SURVEYOR STA. 116+50 TO STA. 122+00 DESIGN ENGINEER DDR CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: D 20 ao CITY CONTRACT 26-03 SHEET 08 OF 36 I TREE DIAMETER/APPROX. ' 1 I I I I W. 16TH AVENUE DISTANCE FROM FACE OF APPROX. TURF RESTORATION I LIMITS (TYP.) REMOVE EXISTING REPLACE LK SIDEWLIRIVEWAY - - _ _ _ TREE ( PROP. 4" ASP. SURFACE LT I SIDEWALK (W EX. R.O.W. TO P.) (T PROP. BACK OF CURB W/ 6" C.A.B.C. REQ'D (TYP.) PROP. 6" GRAVEL DWY I I (TYP.j SW TIE BARS REQ'D (TYP.) PROP. 6" H.E.S. CONC. (TYP.) 2'X5' D.W.F. SW TIE BARS I DWY TIE-IN REQ'D DISTANCEREQ'D I REQ'D TY (TYP) REQ'D (TYP.) 222A ' FROM P.P. 226 -` --2�276 1Z-iO1529ASAWCUT j.CE242I(TYP.)232 . i' E e FULL DEPTH SAW SAW 1074.4' t. REQ'.........�. 759.53 759.22 758.90 .68-758.61 758.45 758.26 757.78 757.35 PROP. 7" CONC, PAV'T 756.93 756.50- 756.21 775566 756.10 ' \J' -END CONC. O FOR W/5 C.A.B.C. REQ'D O 90.32 O STA 126+90.32 O R CL +94.72 (BID ITEM #1301) LL 12 00-- . _ +S.Z'L_+4832 - __ __._+Z ' �- --- 24+00 - -- _ .._- ._...---t 2 0000 GB _._ - __.... ......_. ._._ ___.--...+75.00 LP -- --1 7+Ob \ :. 759.95 759.60 759.25 759.00 758.91 7 .74 758.57 Ex I\ f, `vN'[ 756.10 757.67 0 757.25 756.82 756.53 756.38 756ED �1 I -. 759.74 =--= I_. -=�759.36 -- -_ I '-_758.97i -- ��758.70-==758.60•.� 758.42 ^758.25- I __----___-==757.78 =-__ ---_---=-=-757.35 __- __-- ,5-�-' -=-=-756.93 I - --- 756.50 756.21 75606 756.10E1.25"DOWEL �i� a 758 56 �.... : J © . ! Q -- BARS REQ'D 15" C C a ° Ertl' . 1 7 t _ 26 F-F ° -+48.70 - I' I (:: I ,- r. ,°•!°7SAWCUT �I _ - - �i+ I � IL. �.I'„'E_Irl ..-. .... !• ia..hi 10 R 75868 . ((IN A I �'C I 'a.,f' -. ..._ - .. 758.49 59.4 ! ! w 'c L.I I,P ___.__..a +94.70 I I to'R P.P.INCURB� �._-.-I-�-. C'76as5759.72°I Irn I I CURB- ........ _-24,3J .__. 237 _ .„ 229 ( 223 279 758.90REMOVETREE245 P.P.INCURB 201 P.P. IN REMOVE 30 " REMOVEAND //�� II'PROP. 7"CONC (I.D.) (TYP•) ' PROP. 6"CONC SAWCUTE P.P. IN CURB CE EX.V/ ,CURBAND R PLA T H.E.S.REQ'D GUTTER CONC STEP (TYP.) DWY APRONPAV (TYP.) � W/5" C.A.B.C. EX. PROPERTY IRON (TYP.)REQ'D (TYP.) (TYP.) - --E I REQ'D (TYP.) I l�l I REQ'D ' 12" CURB HEAD REQ'D N lj BID ITEM (#1303) I SW TIE I -NOTE: ALL BARS (TYP.) P.P. IN CURB CONCRETE ROA WAY ALONG RADIUS (TYP.) REQ'D (TYP.) m O i',. EXPANSION FULL DEPTH HANDWORK BID AS HES (#13p3), i JOINT REQ'D HOWEVER IF NOT POURED fjES TO BE E; t,..A4C. SAWCUT I - I T (TYP.) I PAID AS ITEM (#1301). REQ'D (TYP.) m N i n m -0.625% �--� "�.. O J I ....� w a o 759 _ _... __--______..� _ _ EX. NORTH B.O.W.PROF ILE o o M 759 - N 758 - -'-'._ •l _- .• -ice ems' �. ...___._ � - - --"., II ¢ ti _ n N n N n 758 -0.85 % 757 -- - _ - - __ r . -� -- -- - -- -- 757 PROP. NORTH FL PROFILE -0.587% - 756 12c 00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 756 761 0 of N n n N ro _ 761 � W I I 760 0 w o o 760 759 - - - - - - ^, - - -- ----0:729% n PROP. CL PROFILE 759 758 ._.____._. .... _... ....._ ----- ------ ------ --_ -__ ___. __ -... ...._.: - ---_._------- - -Ir _ _ ------ -0.85 % ___-..__. -____- ----- ---------_------- F- In - - ------ O --------___--_ -_---r- Q I"- ----n t F n u J ...._ _...... _._._...___. _ 758 757 _._.._.... --_... .__-_ ____--_ ___-_ ---___ ....._.. ......_.. ..__.. ___... ...._.._. __. .._.__.._. .____. __._.... ._-__ _- - ___-_ --__- __-___ - _ - ____-__ --___-. -0.587/ --____ __--__ ---____ ___ ._.__-- ____-_. _-___- 757 EX. CL PROFILE ( _ ._---___• 756 122+00 122+50 123+00 123+50 124+00 124+50 125+00 0 n 125+50 126+00 126+50 + 127 00 127+50 756 N) 760 -" O =t!7 W-1 i -EX.SOUTH B.O.W. PROFILE o 760_ 759 _... _ ,✓� � (�1 o759 + 758 u •- tD •' 758 -0.85 % n 757 - - - - 757 PROP. SOUTH FL PROFILE -0.587% - -"- _ 0.261% 756 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 756 127+50 BENCH MARKS-LISDESCRPTONVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION ELEV. DESIGN DATE OCTOBER 2025 ISSUED FOR BID 10l14/2025 1 W. 16TH "EN U E SURVEYOR STA. 122+50 TO OREGON STREET DESIGN ENGINEER DDR CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 49 CITY CONTRACT 26-03 SHEET 09 OF 36 'NOTE: ALL CONCRETE ROADWAY I HANDWORK BID ASHER(, I OH1O STREET HOWEVER IF NOT POUREDDHESHES TO BE N PAID AS ITEM ( #1301) . I PROP. 6" H.E.S. CONC. EX. PROPERTY --- DWY TIE-IN REQD I I IRON (TYP.) I I� (TYP.) I I SAWCUT I EX. R.O.W. ( PROP. 6" CONC. SW TIE BARS REMOVE TREE REQD REMOVEAND DWY APRON BARS " ( ) REQ'D(TYP.)(LD.)(TYPJ I I CONC. STEP (TYP.) REQD (TYP.) (TYP.) r� REPLA 5 SW TIE B i� 1691 1687 65 --� (TYP.) � � 1681 1667 I � REQ'D \ilk 859 �i11�1 _ 'GI1 ILUPI If'ti l'QDI �I 1 � ° /I 7 CQ4.4' _ ` ® C14.6' �y ° ® 4.8'p �j �y JlS2"/2.8' Xt` 2"/2.8 r'Jlf 2"/2.9 11Xi 763.92_._...763.98 - ._.... 764.21 °" ...._.. .... .....__._764.43 ---f= - "764.65 --- ----764.48 ---- ----764.35 ° .____. ° ._.__. .____764.60 f-- _ ._.__764.80 76° 00 --� 6 /2 3 Jlt Y 1i20"/1.9 20 /1.T 4.33 PROP. 7" CONC, PAVT 5.00J 12-C REQD _ BE¢liy CONC. PAVT W/5" C.A.B.C. REQD MATCH`{ 1" DOWEL BA' - ° STA 2+35.76 3 LL HP (BID ITEM #1301) O Op pp 764.40 _ _13 p0 -- - -tea _ u:. 14t00 -- -- -----±87 y00- 15�0p _.. _ . --__..-._._.__ . W_ . -_ _ ._.._..-.__16� FULL DEPTH 1 .764.28 764.33 TIE BARS 764.50 764.66 En 764.83 764.66 764.53 764.78 764,98 _ SAWCUT `� l->'_ 1_f r'.4V'! 765.1a .. - + REQD/Cx, REQD - 764.28 (TYP.) •� - __.__.764.47 -- ►___._ _...._...._._ 764.30 _.........__ _.._._.__764.17 _____-.. ______ _-_--764.49 ---- ----------;764.75 _____ 765.10 L763.97__-764.Ot__....._ -- -.--_-_764.17------- ---- 764.32 __....-____-- - - PROP. 7'CONC /%�r - - -- - -- - -- �� -- PAVTH.E.S --II F., I, ®. �... 4"/2.1' iXi ® �1 (94.6' --- _ 4 /34 ��� -- 1 _6"124'i!� ®.U4.3' Ili W/5" C.A.B.0 REQ'D (TYP.) BID ITEM (91303) �IE;�SAWCUT � _ (as Cj REQ'D LA (TYP.) 1690 71684 REMOVE30 CURB f--_76641660 1654 IF AND GUTTER (TYP.) is SAWCUT REQD SWTIE BARS TREE f h fi � I DISTANCE FROM FACE OF TROEE I X. (TYP.) REQD (TYP.) I DISTANCE I W !, TO PROP. BACK OF CURB (TYP.) I FROM P.P. ` I TO B.O.C.(TYP) APPROX, TURF RESTORATION PROP. 4" ASP. SURFACE LT I I REMOVE EXISTING SIDEWALK 1 I..... REPLACE WITH 4" CONCRETE __--- LIMITS (TYP.) I W/ 6" C.A.B.C. REQD (TYP.) I ! I I 3 I SIDEWALK (6" THRU DRIVEWAYS) 767 766 765 764 763 12 767 766 765 764 763 762 12+00 0 c; 0 � + o O 1IJ � N v + M EX. WEST B O.W. PROFILE - - ----• i,- -0.345% ---.,..i�� 0.444% i PROP. WEST FL PROFILE 767 766 765 764 763 12+50 13+00 13+50 14+50 15+00 15+50 16+00 767 766 765 764 763 50 767 766 765 764 763 762 16+50 767 766 765 764 763 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION I DATE I BY CONCRETE PAV 1 N G NO. STATION DESCRIPTION ELEV. DESIGN DATE OCTOBER 2025 ISSUED FOR BID 10114/2025 SURVEYOR OHIO STREET DESIGN ENGINEER DDR W. 17TH AVENUE TO STA. 16+50 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 26-03 SHEET 10 OF 36 0 rn v EX. EAST B.O.W. PROFILE ai uJ. I In LL -..-. -. _•`___�.. __ _ - Z,.z...._... - 0.304% PROP. EAST FL PROFILE 767 766 765 764 763 767 766 765 764 763 762 16 I I DISTANCEFROM I i P.P. I PROP. 6" TO B.O.C.(TYP) i O H 1 O STREET REMOVE EXISTING SIDEWALK O 2'XS' D.W.F. DWY APRONN SW TIE BARS REQ'D (TYP.) PROP. 6" GRAVEL DWY REPLACE WITH 4" CONCRETE REQ'D (TYP.) REQ'D (TYP.) REUD (TYP.) TREE DIAMETERIAPPROX. PROP. 6" H.E.S. CONC. SIDEWALK (6" THRU DRIVEWAYS) TIE BARS DISTANCE FROM FACE OF TREE DWY TIE-IN REQ'D (TYP.) REQ'D (TYP.) RE REMOVE TREE TO PROP. BACK OF CURB (TYP.) I (<.) TY') 1649 7643 REQ'D 1 SATM-- XR.O.W. T637 P. 627 621 161713 i 7 P- (UL�f__ t,Ull �� . 7RA`Jt�l � C .._. __ _. _C�Il _. _ _. -". 6 - - - °_.. t94.1' ..: 414672.8' 4/3.6`^,I e ✓ \I t"/2.6'y1', �-765.00 764.63-�764.27 ------764.09 ------ ----�-763.91-------- --- - �---763.74 ��- ��-�763.60 ----�-��---763.46763.36-�-�---�-����.763.191 0 EX. SECTION CORNER (TYP.) PROP 7 CONC, PAVTHP W/5" C.A.B.C. REQ'D Q O GB +50.00 17i00 __. _. _-_----- '� (BID ITEM 91301) -------18t00 LL 1. _ti.-19--,00.-_......__._� +39 32 - CL FOR +7Q,67 __ 20tO +06.09 +50.00 -765.18 764.90 764.63 _ ., 764.41 - - _- c A.f FAV'T -. _ " - 764.18 5 - b 763.96 t M 763.78 763.74 763.71 J 763.54 ! G � L (De '7765.00 764.73 -- 764.45 -----764.18 ---- --- -----763.91 -----763.63 __763.42_ 763.39 763.36 __-►...._T63.19-.� _.. .__ 6 /3 3 i ? 6 /2 5 (: `fi --- ® -- °-... ° A6''ry6s-4e-�. 6 .-�783.16' •. 4 -- 63 1 °15' _ �,,F 161 Ao.- - I I � ,\� C,J'd +46.16 48 +08.17 763. I1 I ' R cold 1 15 R V 646 SAWCUT P.P. IN DWY I I 1 1'i ®® ��L 9 1640 I 1636 1628 _ t r, �'1 �26 �- 1646A (TYP.) EX. PROPERTY IRON (TYP.) i 12" CURB HEAD REQ'D (TYP.) ALONG RADIUS (TYP ■ ✓ I�,U\I,! PROP. 7" CONC. PAV'T H.E.S. REMOVE AND REMOVE 30" CURB T A C W/5 C.A.B.C. REQ'D (TYP.) BID ITEM (#1303) III REPLACE EX. AND GUTTER (TYP.) I j CONC. STEP (TYP.) 'NOTE: ALL ONCRETE ROADWAY N /� �, V / I; 1.. SEE W. 16TH AVENUE PAVING APPROX. TURF PROP. 4" ASP. SURFACE LT W/ 6" I REMOVE, SALVAGE AND RE -SET COST SHALL BE INCLUDED IN TURF HANDWORK ID AS HES #1303 , R ( ) D HOWEVER IF NOT POURED HES TO BE _ N C °.;_ , it j SHEETS FOR CONSTRUCTION RESTORATION C.A.B.C. REQ'D RESTORATION BID ITEM (#1370) PAID AS ITE (#1301). ° °, DETAILS EAST OF E.O.R. { / LIMITS (TYP.) ( (TYP.) I I _-r .. ° ¢ 11 + (V EX. WEST B.O.W PROFILE n din - - -`- - - -0.7 5% - 767 766 765 764 763 50 767 766 765 764 763 762 -50 767 t v - 767 I'' n EX. EAST FL PROFILE 766 765 O J __.._!- ..... __-_ -__._ 0 III__ -- ---- - 765 - - - _ W u • W LL -0.544% r y^•` ^ - _--r"`-'-'- 764 --- ..,. ti. - ---"„--�- --._,_-_--^ -. 764 PROP. EAST FL PROFILE 763 763 16+50 17+00 17+50 18+00 1B+50 19+00 19+50 20+00 20+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAV 1 N G lit. STATION DESCRIPTION ELEV DESIGN DATE OCTOBER 2025 ISSUED FOR BID 10/14/2025 OHIO STREET SURVEYOR STA. 16+50 TO STA. 20+50 DESIGN ENGINEER DDR CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 26-03 SHEET 11 OF 36 76 76 76 76 76 76 76 76 76 7E 7E 76 76 76 76 76 I SW TIE BARS �' FULL DEPTH aV'T 'SAWCUT �� y ' "� OH1O STREET I APPROX.TURFRESTORATION REQ'D (TYP.) .0 REQ'D (TYP.) 1 LIMITS (TYP.) REMOVE, SALVAGE AND 763 TO 23 , 1. 763.E--. SAWCUT REQ'D I REMOVE AND RE -SET. COSTS SHALL BE C Q 1 , 763?`' (TYP.) REPLACE EX. I INCLUDED IN TURF 1 I 12"CURB HEAD REQ'D PROP. 6" H.E.S. CONC. CONC. STEP (TYP.) 1 RESTORATION BID ITEM (#1370) _ �_ ° ' ` ° 'I " l �C-,f ALONG US TYP.) DWY TIE-IN REQ'D ( ALRADIUS ( I EX. PROPERTY I E , (TYP.) I 1435A IRON 1 1607 0 �'�1 1 �,Ai509 1503 0 1435 1431 1425 0 L --- F- +53.07�.. , 32 763.02.-1i 5'R �- 6317 PROP. 6"GONG.., DWY APRON l Gtl la/]'� P.PINRAMP T6342 �._>_� .{ -._) ° -- ` 1 .:. °... +16 79 . ._._._.__ 15 R -.' ° ° • ' °.• 0 _ 763.19_-- ----762.99--�--�- 762.86762.90 -- 763.05---►8762.90-�--- 762.79-- --------762.59 — - a--762.48----762.37 P 762.22��. --.-- 761.98-/- PROP 7 CONC, PAVT (� W/5 C A.B.C. REQ'DO CL/HP OR CL O FOR +50.00 21+00 LY FOR (BID ITEM #1301) FOR +30 00 +41.31 .. -_ -_. +88;4 22 00 +16.79.. :j—t. LL __._ . - - _ .__.-___.__._ .__ +O6 47_ .. _ =u.-_--_. 23t D-_� ® - ED+37 37 .._.. _ ._.._.2._._._ +70.30 - + —_-_-_762.58 .- - ---- 50.00 �763.54 763.34 763.22 763.26 763. 763.26 763.14 � m 762.95 762.84 —762.73-----762.58 2. 762.32--' EY .I '. PAV'T ® r-763.19 762.99 - -3 --Ism 762.86762.90 -- --y 763.05 . 762.59��_ 78 (�� 76 -- - .. 09 ._ ' ® / 0812 9.(�' -� - - - I . ?�, 8 Ay`L6 ®38 76 8 2 3 i7 flT • e .. ° • '' • . , .. AI • ° l�� F ° i {,.. .° ,. ° Iti' �.'. 32'F-F ° F • ° 9- 762.58:762.5 il,� >bL'.I' ' _-.I _. I_I-.:. - `j_ 11 _ :... :..—,J'I 15'R71` _ _ 762 91 +6847 16 R i C�N .. I .,' - -{- — - O = � � t ,�. C:CL,, f 1522 1516 1512 REMOVE TREE 1506 1502 ® 2'X5'D.W.F. REQ'D (TYP.) I 1426 1422 (LD.)(TYP.) I :� I EX. R.O.W. REMOVE 30 CURB " t ,�:.-....._. f SAWCUT CURB (TYP.) GAS VALVE IN AND GUTTER (TYP.) 1 r�.. C� SW REQ'D REQ'D (TYP.) DISTANCE RAMP REMOVE EXISTING SIDEWALK t°( ` (TYP.) FROM P.P. I REPLACE WITH 4" CONCRETE -: PROP. 7" CONC. m 'NOTE: ALL CONCRETE ROADWAY TO B.O.C.(TYP) SIDEWALK (6" THRU DRIVEWAYS PAV'T H.E.S. Z HANDWORK BID AS NES (91303), I SAWCUT I SW TIE BARS PROP. 4" ASP. SURFACE LT W/ SW TIE BARS � -. EXPANSION' " JOINT REQ'D W/5" C.A.B.C. REQ'D (TYP.) ». .., f C b HOWEVER IF NOT P URED HES TO BE PAID AS ITEM (#1309). REQ'D REQ'D (TYP.) 6" C.A.B,C. REQ'D (TYP.) REQ'D (TYP.) (TYP-) BID ITEM (91303) (TYP.) ( j o w a + o rn o� N TIT LL EX. WEST B.O.W. PROFILE._.. TIT �� —• =0-.Mo 3 -------------- -- ---_._0.318/0 _l_. 0.318%.—__---_�........ 0.345 PROP WEST FL PROFILE ! ', '0 50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24 o � 0 a ° w U c-'i N w U EX. CL PROFILE 0" w� n _ - wU- - _0127% PROP. CL PROFILE 10 50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24- o 0 B.O.W PROFILE " 1D rn EX. EASTcli �K II a w o+ o rn 2' n r rn r n TNT Q, I N LLi' ♦ j II 2' II Q II W IT 1 —.—. __-'•_�__—__ LL-� W LLi�. -OA07% 0.318% 0,530/ EX. EAST FL PROFILE I 766 765 764 763 762 50 765 764 763 762 761 760 50 766 765 764 763 762 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 BENCH MARKSDESCRIPTION VD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING OH 10 STREET STA. 20+50 TO STA. 24+50 NO. STATION ELEV. TE OCTOBER 2025 ISSUED FOR BID 10/14/2025 SURV YORDESIGN DESIGN ENGINEER DDR CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 40 SCALE IN FEET: j CITY CONTRACT 26-03 SHEET 12 OF 36 763 762 761 760 759 ,\ t *NO E'All CO WAY REMOVE TREE DISTANCE FROM FACE OF;TREEO H 1 O STREET -'- AS HES ( ) HOWEVERIF 1 OT #1303 , ` HOWEVER IF NOT POURED ES TO jt 11 l (LD.) (TYP.) TO PROP BACK OF CURB TYP. SAWCUT REQ'D EX. R.O.W. SW CURB (TYP.) (TYP.) REQ'D (TYP.) ( PROP. 6" H.E.S. CONC. DWY TIE-IN REQ'D I (TYP.) I REQ'D (TYP.) BARS PROP. 6" CONC. I DWY APRON 2'X5' D.W.F. REQ'D (TYP.) REQ'D (TYP.) BE ` ( ) o REMOVE EXISTING SIDEWALK REPLACE WITH 4" CONCRETE SIDEWALK 16" THRU DRIVEWAYS) SW TIE BARS - A I P.P IN DWY Ll405A 1 �i m REQ'D (TYP.) 4� ,.-759.2l 1421 1415 ` 141 1 I 1405 1401 1 ^ 1131 Z - --- ` 1307 1 \� _Y--�759.54 REMOVE AND 7 1 769.54 .° t1 1J P.P IN DWY REPLACE EX. CONC. STEP (TYP.) 759.629 °° ,4>/3.2 ° ° ° ,, . ° .° _ ° ' • .4"/3.4' t >759.18-�iS 9 759.9 b n c° ® .� �_. �..�® I '> ® N3.T -_- -_- 75983'4"12.T 3.1' 12btX "- 759a1 - =- 82. -761.96 -- 761.71--0761.45 761.19- ------760.94 760.85 ---- 760.75---------760.65---760.56--- �- -- 760.32----------�� END CON766.08 C. PAV'T-- - 759.90759.94(,.1 •° �• °59.50 <� PROP. A. .C. R DD ® _, ;1, 7 O FOR CL O FOR W/5" C.A.B.C. REQ'D STA 28+86.94 a _L_ ' __ 762.32 w - o - - ---_ BID ITEM #1301) 2800 29+00 ffi ..� 41 76001 • .. ' ° ( 30+00 4 -- --- � _ -_-.. - ®® 760.75 - - -- 760.57 760.43, 760.23 �+ , 76 . 759.65 +50.00 762.07 761.61 761.55 761.30 761 21 761.11 761 01- -760 94 (,._. R 1... AV i FULL DEPTH 25�00 n __ _u__-. 26�00_-_._ +2�14 p. ® ' is , SAWCUT I • \ , ;.-.-� ..... REQ'D (TYP.) 759.85760.03. 759,83 i 759.54 �762.09--- -----761.81 761.52 --. 761.23 ---- --- 760.95---760.85 760.75 760.65 -- 760.54 --- �_-- -- 760.26 -- ------759.99 -- 759,78 - - ` _.. _._ _.... ___- - -- - - 65 759.95 ° k 4 )(j 8"/1.9) s')5.2' . °® �J _..,..6�)s ° ��^. ® @1.6'.� ®V. - -- �`rs 1 ,75974�l- I' 7 8"/2.3 6073 176078 � a -- -. ° .-.. • ._ .1_�. _.� ' • __ - '-'` _- .. �d�+56.95 • +28.96 ... �, t r'� SAWCUT' - - - . - -- --vi .,15' R _l . 761.10 _,---__-1.. .E 'D 759.�47.759.84 REQ'DR 32 F FPl C t C ,° �-' S I � _R Q (TYP.) � 759 65(TYP.) t 75666 '�..._` .51759.72 7 95814167414 1406 140 131141 731-79SAWCUT REQ'D (TYp')REMOVE 30" CURB PROP. 7" CONC. PAV'T H.E.S. PROP. 4"ASP. SURFACE LT 12"CURB HEAD REQ'D 761.54 761.49 5 8759 59 \ AND GUTTER (TYP.) W/ 5"C.A.B.C. REQ'D (TYP.) W/ 6" C.A. B.C. RED D (TYP.) 1- 759.60SW TIE BARS ALONG RADIUS (TYP.) � ��� 'REDD(TYPJ I DISTANCE 61.89 M (BID ITEM #13013) FROM P.P. l� I SAWCUT I - _ PROP.30"CURBAND. ,,,:,,_.,_�=� 1V EX. PROPERTY IRON (TYP.) GUTTER (7") W/ 2' CURB \�\\ I .�i REQ'D REMOVE, SALVAGE AND t , TO B.O.C. TYP I (TYP.) : - l ( ) APPROX. TURF RESTORATION " " - REQ'D @ EL BARS ( ) TAPER TO 0" REQ'D TYP. 762 00 /■z/■■■II J (TYP I RE -SET. COSTS SHALL BE 1.25" DO 761.67 1:, 761.59` I ✓ INCLUDED IN TURF ='' 15" C-C 4 ASP. TRANSITION LT W/10" ( Av T: I m 2 RESTORATION BID ITEM C.A.B.0 (BID ITEM # 1911) 1 '+=.1 LIMITS (TYP.) (#1370) � N O _- .-� II EX. WEST B.O.W. PROFILE + m I N _ _ u _- -0.480 % PROP. WEST FL PROFILE 24+50 25+00 25+50 765 764 763 762 761 760 759 26+00 26+50 N ---- _��_- EX. CL PROFILE ---- n ----------- ---- -- --- --- - ---- K it - _ --_ w U..... .-. PROP. CL 27+00 27+50 763 762 761 760 759 28+00 28+50 29+00 O W ...._.. ._- __- ._._..... ... 0 II U 313% - - p U 24+50 25+00 25+50 26+00 26+50 27+00 27+50 763 762 761 760 759 765 764 763 762 761 760 759 28+00 28+50 29+00 N EX. EAST B.O.W. PROFILE o PROP. EAST FL PROFILE i I 763 762 761 760 759 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION El DESIGN DATE OCTOBER2025 ISSUED FOR BID 10/14/2025 OHIO STREET SURVEYOR DESIGN ENGINEER DDR STA. 24+50 TO W. SOUTH PARK AVENUE CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS zo ao SCALE IN FEET: o CITY CONTRACT 26-03 SHEET 13 OF 36 - - - - - - - - - - - - - - - - - - B - - - - - - - - - - URIED WEST 16TH AVENUE - ] ELECTRIC 3 4' LEAD I g - 6 n. 1 : - " I- - x S.C. 2+�1 0.1',',(Tv) El cin i0 W uj 3�4" LEAD S C 24- (TV) 'iF )7. 5 J14 GAS IN 2! q, LINE LINE <Tq!?fiEn:1 �o 0 U. �_-6 �n w- Efl F 5321�� I +� IR F BI + + i MCI 0 1 I Co. F-I C'IN Ull 2 "-0, F,;o c3 132.05 j w 50.00 - - - - - - - - - - - - --- O �f - - ST T ST I'M Z-217 x x ly- 1� 1 A 1314#2 c: G G G c; S.C. 1 +�4' , . T19 1-44 1-47 IP (ABAN.. P-1 a 250.3 L.F. 18" STO. (ABAN.)_ (AS�j W- W_ 304.4 L F. 1 B" STO. @ 0.40% (ABAN-) w M 1( 24YM +, a j -_ . I � 1 5,+f)O- ,6 100I W-20 -31 a ­ob -106+00, o =V _5 13-3 P-2 259.2 L.F. S" SAN. 0.40% V-21 (11) V-22 281.5 L.F. B" I SAN. 0.40% P-3 P-62 V- �O a", p wm RELAY LAY- PROP. S" YVM RELAY - WM RELAY- - - - - - - - - - 0 . .... V-23 7 A 1 148 I __� v\\ C H-3 + J­i - 1 tt 1- - - T_ 3�4'1 1 L 4 of S.C. 1+ 2.8 R 1 R IP 1-10 1-9 ST T ITI -t7 ST 51.45 49. 75 54.00' 52.00' 0 52.00' 110.001 73.71' Typ. (D GAS 77 S.C. 1+05.0 (TV 0 0-3 c� ------- LINE oc� F545 5 �39 53 w 529 N W 551 F521 5.. F - - - - - - - - - - - - - -- + + + + 0 0 1 - 3/4" L F509A] (3 (3 (3 q .D S.C. 0+ 2.0 (TV) BURIED a PHONE -9 TO 3/4" LEAD S.C. 0+74.0 (TV) E 0 1 'k;- A .! - 0 6 Lc 0 1 g Fr; I 3: SANITARY MH 0.3 STA. 100+99.61, 54.9'RT RIM=763.86 MAIN CONNECTIONS PIPE SEGMENTS 8 (N)=752.14 : 8 (S)=752.14 CO-35 = CONN. EX. 4"WM TO PROP. 4"WIA P-1 = 8.0 L.F. 12'STO. @ 1.00% DEPTH=10.96' P-2 = 24.0 L.F. 12"STO. @ 1.00% P'3 = PROP 8"WM RELAY STORM MH (S' DIA) W-29 P'61 6.0 L.F. 12 STO. @ 1.00% STA. 19+35.82,8.01 LT P.62 6.0 L.F. 12 STO. @ 1.00% RIM=7f)3.71 27-(N)=757.72 P-63 a 42.6 L.F. 18- STO. @ 0.50% 27'(S)=757.72 12'(W)=760.51 12-I(E)=760.18 100+50 101+00 101+50 102,00 102,50 103+00 103+50 104+00 104+50 105+00 WATER MAIN FITTING DEPTH=5.24' 765 - 765 SCHEDULE STORM INLET 1-9 EX. CIL PROP. CL D - RT - -3 - DEFLECT STA.=102+79.8, 8.2'RT STA. 19+35* 82,18.0 764 7� (�W_60 .......... 764 RIM=763.44 V-51 = 4"VALVE STA.=104+76.0, 9.7'RT W-'4 12'(VY)=760.44 =V6 W-35 V-20 T-15 = 8"x 4"TEE STA.=104+76.0, 8.0'RT W-20 SUMP=1.50' 763 763 DEPTH=4.50' STORM MH (4- DIA) W- V-4 = 8"VALVE STA.=19+66.4, 8L0'RT STA. 103+85.00, 8.1'LT T-2 = 8"X8TEE STA.=101+07.9,8.0'RT RIM=764.17 V-5 = 8"VALVE STA.=19+71.2, 8.0'RT 762 762 STORM INLET 1-10 18 : �W)=758.W B-3 = 8"45'BEND STA.=19+75.7.8.0*RT STA. 1 35.82.18.W LT 18 E)=758.84 T RIM=79+ 63.61 DEPTH=4.5W B-4 = 8 45 BEND STA.=19+77.4.8.0 R 761 12'(E)=7 0.61 761 B-5 = 8"45'BEND STA.=19+90.2, 8.0'RT SUMP=16 w B-6 = 8 45o BEND STA.=19+92.2, 8.0'RT x DEPTH=4.501 - ------ 7/ V-6 = EST A.=101+10.1. 8.0'RT 760 L.F. 18" T @ 0.4 % 760 L. /304.4 T.7 = 8 X6"TEE STA.=101+50.0,8.0'RT STORM INLET 1-44 /77 7 V-20 = 8 VALVE STA.=101+52.0,8.0'RT X, 250.3 L.F. 18" STO. 3, rd) 0.40% STA. 101+34.69,16.0'LT 759 777 759 V-19 = 6"VALVE STA.=101+50.0, 10.0'RT RIM=763.57 12'(S)=760.57 H-3 = HYDRANT STA.=101+50.0,23.5'RT 12'(E)--760.12 758 U-2 - DEFLECT STA.=102+21.0, 8.3'RT 758 SUMP 1.50, x•• V-21 = 8"VALVE STA.=194+55.0. 8.0'RT �vm RELAY.'.%.%.%%.'*'% DEPT i=4.94' T-8 = 8'X6* TEE STA.=lG4+58.0,8L0'RT x 757 -- -- - - ------- --- 757 V-23 = 6"VALVE STA.=194+58.0, 10.5'RT P-3 STORM INLET 1-45 STORM MH (5- DIA) W-20 ".* * * * * * � .(�p * , * , , . : - - : - :-. I,- . - S on - 'PROP 2 HYDRANT STA.=104+5B.0, 235RT STA. +34.69,16.0'RT lk 1 8"w Z59.2 L.F. 8" S 6031 RIM=763.60 -J2• STORM MI 77� AN. @ 7 ...... ....... RIM=7 21 0/1 V-22 = 8"VALVE STA.=194+61.0,8.0'RT - 756 V_' 756 12'(N)=760.21 18'(E)=757.62 STA. 1 01+34.69. 8.0'LT 12'(E)=760.19 27'(N)=767.48 RIM=763.32 SANITARY MH W-14 POTENTIAL. =ND--- SLIMP=1.501 755 _27'(S)=757.48__---18'(E)=757.84 STA. 102-03.71, 0.0- T CONDITION GE_ SANITARY MH W-13 STA. 8" W.M. EL. (TOP) 755 EI DEPTH=5.38' 18'(W)=757.84 lU4+62.90, O.O'T RIM=763.72 STA. 2-(N)=760 49 R!IMA=764.45 (T-2) 757.07 STORM INLET 1-47 12'(S)=759.97 ELEV.=751.8 W(Q=756,45 8 (E)=765.41 1 11011-07.9 1+40.69,16.0'LT 754 8'(W)=755.41 754 0 +10.1 (V-6) 757.08 STA. 1 D 100+50 101+00 DEPTH=4.74' 101+50 102+00 102+50 103,50 103+00 104+00 104+50 105+00 1DI+50.0 (T-7) 757.08 RIM=763.19 DEPTH=8.28- 12-(W)=760.18 101+52.0 (V-20) 757.10 SUMP=1.59 1 02+21.0 (D-2) 756.33 DEPTH=4.59 102+79.8 (D-3) 757.94 STORM INLET 148 104+55.0 (V-21) 758.13 STA. 101+40.69,16.0' RT 1 04+58.0 (T-8) 758.13 RIM=763.25 12-(W)=760.25 I04+61 . 0 (V-22) 758.12 SUMP=1.50' 104+76. (T_10 5) 767.87 DEPTH=4.50' BENCH MARKS - LISGS NAVD 88 DATUM PLAN DESIGN INFORMATION DESCRIPTION DATE B SANITARY, STORM, & WATER MAIN WO:�STAT 1 0 N DESCRIPTION ::�:: ELEV.DESIGN DATE SEPTEMBER 1 101 +24 RR SPIKE ON LIGHT POLE @_16TH & OHIO 1 765.2 DESIGN ENGINEER 2025 ISSUED FOR BID 10/14/2025 WEST 16TH AVENUE 2 104+62 RR SPIKE ON LIGHT POLE @ 528 W. 16TH AVE. 765.30 SAN/WAT: MVVN DESIGN ENGINEER STO: BAM FROM OHIO ST. TO STA. 105+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: -920 ,-, 4 1 0 CITY CONTRACT 26-03 SHEET 14 OF 36 BURIED ELECTRIC QI ^_ WEST 16TH AVENUE C0.1� << Z+ Z m GAS w 22 B-22 I C0-2 p-6 450 � 442Z g�436LINE +532 (i I N N P. 2 W- B-21 PB •446 T` �o 1�5000' R4 CIP 00 i5 00'N50.0, 50. P-10ST ST-S .. ST g7 j ST e P2 A G. -76 30 . i _.-_ G.... G.. G IP -__-_ - _ _ - UP �1 I-21 Q IP P-7 -29 -@ ABAN. - ... W 304.4 L.F. 18" STO. @ 0.40%-(ABAN. s ,.. W P-0 ; awavE g o A W (ABAM 207.8 L.F. 18' STO. @ 0.40% w P-19 -60 W-38 ` W-11 W-55 W'`}2 W-01 - 7-7 -- 4+00-.- ..__ . __ . W-13 - --T :, . -- - -_ 1. 5+90_ - _-_- ----._- - -- - ----- - ...... ----- 406+00 -_ --- ___... _ . _._ __: ----....._ ..._._ - ---107+00. _ ....-___----- - ........ . ..... ._ . - --.-_ 108+00-... -- ------ - - - - _--- +-0 - _ -- - ---� --- -1- 00 - - ' 281.5 L.F. 8 SAN. @ 0.40 % - -' P-5 y-27 P-20 V-21 T-8 V-22 T-75 V-24 eE�� C Y P-18 t V25 0 _ e T•9 _ V-28 V-29 _PROP. 8 WM RELAY. PROP. 8 WM RELAY_ _ V-51 PR P. WM RELAY _ - - - - ,_ -., - _. __ -_ - __._. - __._-___.-_ __..___' -- - -26 13 P-12 - Ip� 1 G'• W 12P III P ? 1 0 G ....._ G _.- ._. v 0 1 l._._ 1 '� I-30 1 ..._. _...._ IP _.. _. _G A .. Y 9 I-22 C IP - �_ I "-0 --� _- ...._. --T__. -.-. ._�_.-.__--�-_. ,�. _____.____ LIFT_ �j� .. I- �_ _.. _. __ ;}8T _^ _. _ Ir-4-2 (GAGAS p_) `l\.. (; 110.00' _T,ST0'p �:��^ 73.71' 76.23 IP a-ts IP o ^I 1d000'i �6:OD'0.0050. 0' 452.00' S :, P 16 o LINELINE_wl- nWl 529 i o 521 + N + + 0 0 "' _ � 509 I B RIED �+ a-20 I Z3c° o SIZE? LEAD .t 457 } N mtWv 447 +� 443 `ram �\ 437 + +r� o 1 ti ci ti F. . 509A I ti 3[9. LEAS Q _ ___,_, - rn + 457A ci ti 437A ti ti (� vi vi BURIED ' S.C. 0+ 9.1 TV CO-0 "' W N I N I N 1 I B" STD 1 PHONE CO-35 I ' o rn = I vi I ° v CD-3 I H SANITARY MH W-12 STA. 107+44,37, 31.1' RT STORM INLET 1-22 STA. 106+89.42, 15.9' RT PIPE SEGMENTS RIM=763.66 8"(N)=754AI RIM=763.40 12'(N)=760.40 PA = 8.0 L.F. 12° STO. @ 1.00 % P-12 = 45.6 L.F. 15" STO. @ 0.50% 15'(S)=754AI SUMP=1.50' P-5 = 24.0 L.F. 12' STO. @ 1,00% P-13 = 31.1 L.F. 8' SAN. @ 0.40 % DEPTH=8.50' DEPTH=4.50' 105+00 765 105+50 106+00 106+50 107+00 107+50 108+00 108+50 109+00 P-6 = PROP 6° WM RELAY P-14 = PROP 8" WM RELAY P•7 =PROP 8° WM RELAY P-15 = 23.5 L.F. 12" STO. @ 1.00°/, - STORM M2. 4' DIA W55 STORM INLET I-38 ---�- - -- ! 765 P"8 = 14.1 L.F. 15"STO. @ 0.50% P-16 = 7.5 L.F. 12' STO. @ 1.00% STA. 107+52.44, 8.0' LT STA. 107+29.02, 37.6' LT 764 - - ._-__- _ - - - W-38 y`26 0 - 764 P. = 29.5 L.F. 15° STO. @ 0.50% P-17 = PROP 6" 1NM RELAY = STO. =PROP 8" WM RIM=763.40 RIM=762.79 -- _ _ _. - - J� J.. _W-11 W-55 y_24 EX. CL PROP. CL P-10 23.5 L.F. 12' @ 1.00% P-18 RELAY 15"(N)=759.22 12'(E)=759.80 -.. _.._ _ •- _._ P-11 = 7.5 L.F. 12" STO. @ 1.00% 15°(S)=759.22 SUMP=1.50' 763 ..__.__ _-_...-_...._ .___... _____. ___ ____ ..-._ ...._ ____ _._.__-........ ____ �.. - _ _... v-za ---- w z --�- - .----..-__.._.__ 76a WATER MAIN FITTING DEPTH=3.43' DEPTH=4.50' STORM MH (4' DIA) W42 _ SCHEDULE STORM INLET 1.39 762 ------ ------- ----- ---- --- ----- ----- ---- -- -- - -- ....._. ._ __.. ._ ._..... ..____ _- ____ _. ___STA. 108+07.19, 8.0' LT ____.._ __.-__ ..___...._..... 762 V-24 = 8' VALVE STA=107+34.1, 8.0' RT STORM M2. (4' DIA) W56 STA. 707+60.03, 37.5' LT RIM=763.14 18" E =759.28 Cl = 8' X 8" CROSS STA=107+36.4, 8.0' RT STA. 107+52.54, 37.5' LT RIM=762.99 RIM=762.88 12'(W)=759.88 761 ____ _________ -. -. -- _;_ _ ._ __ _ _ .DEPTH-3 11 _______ _. - ______ _____ _ _________ 761 _ =107+52.7, 60.T LT SUMP=1.50'R-0 ^..�.._ 18" STD 0.40°/u B-21 6' 45° BEND STA 107+36 6 43 2' LT 12'(1N)=75 DEPTH=4.50' 7/F3044'/L.F. - __ « - _ _ _ _ 207.8 L.F. 18" STO. 0,40% 760 = 8° X 6" REDUCER STA=107+36.6, 47.6' LT V-27 = 8' VALVE STA: 1D7+36.4, 6.2' RT .07 15'(N)=759.07 DEPTH=3.17' STORM INLET 1.40 STORM MH (4' DIA) W-38 UGC V-26 = 8' VALVE STA=107+36.4, 9.6' RT STA. 107+59.80, 37.6'RT 759 - - -STA.106+89.42,8.1'LT "-'--�-L - - - 759 R-1 = 8' X 6" REDUCER STA=107+36.4, 35.6' RT RIM=763.46 RIM=763.55 B-19= 6°45°BEND STA: 707+36.4, 36.9'RT STORM MH (4• DIA) W57 12"(W)=760.46 18'(W)=760.05 B-20 = 6" 45° BEND STA=107+52.1, 50.6' RT STA. 107+52.29, 37.6'RT SUMP=1.50' 758 - --- --- I-- ----12°(N)=760.86 - -- -- - 758 V-25= 8'VALVE STA=707+39.2, 8.0'RT RIM=763.67 15'(N)=759.45 DEPTH=4.50' • ' • ' 12° S)-760.16 ( T-9 = 8' X 6" TEE STA=107+84.4, 8.0' RT 12'(E)=760.36 757 .. •.... . ;• ;�:'. _ • ,; • • • , • , . , • . . ,. • ,PROP. $" wM DEPTH-2 75 •, 757 V-29 = 6° VALVE STA=107+84.4. 9.8• RT 12-(W)=760.12 DEPTH=3.41' STORM INLET 1.41 STA. 107+28.80, 37.9 RT R-(E)=7 • • RELAY •,,.;•,•, ;••,,•••,, • .' ' • .' • , • • , • • , • • . P 18_.. '. , •. •' -- 1, •T_9 ••• •7.PRCP. H-5 = HYDRANT STA.=1D7+84.5, 20.T RT _ _ .-6 . V 28 - B VALVE STA -107+869 0 RT 0. 12'(E)=760.35 756 _.. .. _ I •'' • •�.'O ,�...;�•', • . J .',•'. ,•:'.'. $" WM RELAY'•- •_•..;, 56 7 C-1 STORM MH (4' DIA) W-58 STA. 107+56.26, 51T lT SUMP=1.50' DEPTH=4.5o' 755 I 281.5 L.F. 8'OAK, ' SAN, _ 0.40% 7ss STA. 8" W.M. EL. (TOP) RIM=762.98 - 15°(S)=759.00 - 328.1 L.F. 8" SAN. 0.40% 107+34.1(V-24) 756.58 15°(N)=759.00 754 - __._.. -- -- --- -- -- - --- 754 107+36.4 (C-1) 756.58 DEPTH=3.23' S8 113 -.. SANITARY MH W11I 1 (V-25) 756.58 107+3107+84.4 753 _..._.. ._.. _____.STA. 107+44.41, 0.0'T _......_ _... _.__.. 753 (T-9) 756.589.2 107+66.9 (V-28) 756.58 STORM INLET I.21 POTENTIAL GROUND RIM=763,53 S1 3 SU !43 STA. 106+89,42, 16.1' LT RIM=763.94 752 CONDITION CHANGE 8:W -�� 29 ( } E 747.2 752 12'(S)=760.94 105+00 105+50 106+00 106+50 107+00 8'(S)=754.29 107+50 108+00 108+50 109+00 SUMP=1.50' DEPTH=8.49' MAIN CONNECTIONS DEPTH=4.50' CO-1 = CONN. EX. 6" WM TO PROP. 6" WM CO-2 = CONN. EX. 15" STO. TO PROP. 15" STO. @ 759.0t CO-3 = CONN. EX. 15" SAN. TO PROP. 15" SAN. @ 754.5t CO.4 = CONN. EX. 6" WM TO PROP. 6" WM BENCH MARKSDESCRIPTION D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS PLAN DESCRIPTION DATE I BY SANITARY, MAIN NO. STATION ELEV. DESIGN DATE 2025 ISSUED FOR BID 10/114/2025 STORM, & WATER 2 104+62 1 RR SPIKE ON LIGHT POLE @ 528 W. 16TH AVE. 765.30 WEST 16TH AVENUE DESIGN ENGINEER SANIWAT: MWN FROM STA, 105+00 TO STA. 109+00 DESIGN ENGINEER STO: BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS zo SCALE IN FEET: 0 4o CITY CONTRACT 26-03 SHEET 15 OF 36 1 1 i I I I I I 1 1 I WEST 16TH AVENUE ' ! S.S.C. 0+59.7 (TV) B-260-5 N I VAC. LOT z z > I > v v NWATASNERV i I 1 1 I i 1 `�' CE (0907710000) P I 450 wgm I 1446 ( T ��. 40D478 426 422% 436442 ( 432 pwc.��0V' vb CO_-_6 n' -1 i150�IU .00 a-25 00 N50too, ..1. , P_87 ST00' kT1P STS1T ST .r� 311 1 t . IP O IP Ir I ' I I I�0-29\ r _ IP __.. - .__.._ :': I ABAN V - 125 207.8 L.F. 18" STO. @ 0.40 % -1"i _. _ __- .__. __. P-t9 i'1' . .., _ I _ - (ABAN.) w ---:-. -i'/ --- 353.0 L.F. 18" STO. _ @ 0.40 % _ _ ABAN. ( ) _ P-21 1rIr-40 . - W-02 W-41 tos+no - - - - .- - - - +o __ - - - - -- -a. ao - - - - ------ - - - .. - . -ltoo T-9 V-28 O 328.1 L.F. 8" SAN. @ 0.40% P-20 W-10 332.9 11 L.F. 8" SAN. @ 0.40% cI P_22 V-30 T•10 (_, __,_ A V-32 _ V-33 -- - V-29 -Es- PROP 8 WM RELAY - _ _ _ _ _ - - - - - PROP. B" WM RELAY _ _- _ _ _. I G2 C0.7 I _ G . _.. �. 28 ._ .-_.__ -... .- _- _ _.,�_.- I IP - -.-�2BP-29 Y STBT •(• 1 I 9CAs -.5._50.0' .0.00 50 056 0 50.00' 045.00' cA 8371 1 E - ( ��5 F-447LIN€ LEAD OOa +n.o07N4 13 +0457 0 PtSIZE? Nm A 0 +1 1- 1 1 .ICI _ U U O O U 6 6 ti (3 U N rn I N I N I N cn vi vj ui ( rn 8-24 In N ( I S.S.C.0+10 o W ( s (TV) CO- , F I I I I I I -_+ 1 I I I oq l I I I 1 I I I I 1 i t o 3 109+00 109+50 110+00 110+50 111+00 111+50 112+00 112+50 113+00 PIPE SEGMENTS MN (4' DIA) W-41 P-19 = 8.0 L.F. 12" STO. @ 1.00% • - _STORM W-10 STORM INLET 1.29 j STA. 110+15.00, 8.0' LT EX. CL PROP. CL --- --- P•20 = 24.0 L.F. 12' STO. @ 1.00 % STA. 110.15 00, 16.0' LT RIM=762.36 W-qt `'" - - ".-'' '-_ 762 RIM=762.12 762 ..... _.. 1B"(yy)=758.45 I 12'(S)=759.12 1 B"(E)=758.45 SUMP=1.50' 12"(N)=759.04 DEPTH=4.50' 761 12, S)=759.74 761 DEPTH=3.16' - --- --.._..__.-. _._. --- ------ 760 STORM INLET 1.30 760 207.8 L.F. 18 STO. @ 0.40 /° STA. 110+15.00, 16.0' RT ° RIM=762.98 12'(N)=75.9.98 759 I 7777777 759353.0 L18" STO. @ 0.40%SUMP=150' DEPTH=4.50' - ....._ 7 758-__-_--__ __-___ _- - -_-i- ___. ......__ -_._._ _.-__-_-. __-_ _.._._--__-__..--_-58 I 757 ------------------------- --__- .___.. _. ------------ __.._..------. -------- ..... .-_.---- -------------- - 57 r 756 - . 756 . '•'.' . '•'. P. 8" VVM RELAY; . , . ,•..:• • • • • .•,•..• • • • • .•.. • • • . • .•,• .. I .. PRO PROP. 8" INM RELAY , ; i 754 _..... 754 I 753 753 SB y Y-00Z.tl L.F. 8" SAN. @ 0.40% fV.=75D.5 SANITARY MH W-10 752 752 109+00 109+50 110+00 I10+50 STA. 110+72.53, 0.0' T SB "n6 RIM=762.42 111+00 111+50 112+00 112+50 113+00 8°(E)=752.97 ELEV.=743.5 8'(W)=752.98 DEPTH=8.70' 88 DATUM BENCH MARKS - USGCRIP PLAN DESIGN INFORMATION PLAN PLAN REVISIONS DESCRIPTION I BY NO. STATION IONINA DESCRIPTION ELEV. DESIGN DATE 2025 ISSUED OR BID 10/DATE 14/2025 SANITARY, STORM, & WATER MAIN WEST 16TH AVENUE 3 110+73 RR SPIKE ON POWER POLE 433 W. 16TH AVE. 763.71 DESIGN ENGINEER SAN/WAT: MWN FROM STA. 109+00 TO STA. 113+00 DESIGN ENGINEER STO: BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20-- 40 CITY CONTRACT 26-03 SHEET 16 OF 36 I I I 1 I 1 I 1 I I S.S.C. 0+74.3 (TV) WEST 16T H "E N U E 1 I S.S.Q. 0+59.7 (TV) 05 8-26 z NEW 4' SAN. LAT. & VAC. LOT Z Z I I I Z I Z I Z ^ i I"WAT. SERVICE (0907710000) 1 1VI - I V 3 g P24 I 42A o rn m h __ m rn �N I 326 I o �i �`, ao 400 1 � I , 346 I 418 I u�'- 410- ! o +0 358 352 + 336 +�ao- g 320 ¢ + I �U w� + J+ r a 1-.1-- ..� ._ ..._ _ J+ J + CO 6 w k _ `� - .-.. �`1- .. -__-332 L-vl`>� ----U . w : off. _L J, q•-\ �_ B'25 W-48 w P 88 ¢0:00' rI -'50. 0` S: A�� n7- c� -o u #� J�-` .. �I __��- - - 1_ J 1 I _.. �U s ��500. 0' vi "wl �:15 i _ 00. i 50.00'. _In`^0.0 00' _50.0 1._ , r 7 mr TYP.0T P 8'. ST ,.._vn .._ _-�-- I-32 IP .1 ST / 57 \ , 1 ST - I. BT 1 .+ - _.... \_.._�._. _. _ ..�.' ._. -_. -. - >_ _ __ ... .. _._ t I- ..-':� -..__. L 1 _-- - El 11 1 -32 IP - _ IP IP ' CX, "• / A ` I I-16 127 IP - - - e, " 353, L.F. 1 B" STO. @ 0.40% (ABAN.) P-21 W-00 W-05 \ W-135.0 L,F. 21" STO, @ 0.20 %-(ABAN )- `` r. 325.0 L.F. 21" STO. @ 0.20% W "0 ,I .. 9 _ ..__ 1 AN ABAN. :. W �All a ABAN. A - - W-03 n J _ _-� -_------115 0 . .. - -_ ------ . --__ - - ... .---116 -- - --_ ___ _..t.77_ ..I ... -118+0 -- .... -_- - - __--. -U 332.9 L.F. 8" SAN. @ 0.40% U P-22 V•35 U / 292.7 L.F. 8" SAN. 0.49% SS 5- S V-30 T-10 V-32 V-33 _ PROP. B" WM RELAY _@ P-34 a V-36 T-11 - - - PROP. B' WM RELAY _ _ ..-_ _ -'.. V-31 _____� C-2 CO-7 P-27 I___ ____.._ "� 1.__.-_ __ .-__ _. - - -- _ _- P-35 �:�r- - V. .. G...::: _ _:. G G 1. t I-16 1-28IF 1 UP t - i- .-. H-7 ' i, \L. •1 . + ST 1 „� '-' ST ST r. 1�..__. t ,' ----, A, �-� ..0 45,00 55.?0 56i70•-. GA Ta O'¢ wz i..r I P 29 W-09 B-23 a P-3 + -� ST ST -- ST ST I ST I-33 IP -' _- - ;I 1 `.I -- -__ ST I li L. --' nP•00 --fr o ;' ' SO.OST 50.00 0 ^ I 5� 0' 50.00' ¢o^I _ 50.00`-"--_50.00';50.00' _ i ate- ..... GAS '�S I UN€ r7c g OIL .-a rnw Uo ,�py 417 In\ I otv 413 407 _CO-8 P-31 LINE -1 d-oi °t,- �f- o] of wN �t� 357 \� 353 I 347 n ( roU 343 337 Iv ro \� 333 g 1 0\ 327 vn 323 +� ,-+ I o i 417A 1 i ---- iWili I`I+ M+ M + +.- to + M+ +� M+ ( a a 1 `� 343A o I o 333A I 327A Jji U U U 1 (? . v) vi vi N 8-24 I L V J ci ci 6 ti ci ti 8M #4 Vi vi Vi Vi vi ( (0 to I Vi 762.05 S.S.C. 0+10,5 (N) CO 9 �iw o I I 1 I 6 S.S.C. 0+46.2 (TV) of m I) I I I i I 1 3 1 i I 1 I STORM MH DIA) STORM INLET 1.27 PIPE SEGMENTS T STA. 116+26.02, 16.0' LT STA. 114+16.26, 42.5' LT P•21 = 8.0 L.F. 12' STO. @ 1.00% P-29 = 28.2 L.F. 12' STO. @ 1.00 6, RIM=761 RIM=760.12 P-22 = 24.0 L.F. 12" STO. @ 1.00% P-30 = 6.5 L.F. 12" STO. @ 1.00°/, 12'(W)=75T.12 STORM MH (4' DIA) W40 7. STORM MH (4' DIA W-43 18"(W)-75.09 STA. 113+68,02, 8.0' LT ) P-23 = 48.2 L.F. 18" STO. @ 0.40% P-31 = PROP 12' WM RELAY 12"(W)-757.62 SUMP=1.50' STA. 114+16.21, 8.0' LT RIM=761.29 DEPTH=4.50' P-24 = PROP 12' WM RELAY P-32 = 6.0 L.F. 12" STO. @ 0.32% 12'(SE)=757.81 18"(W)=757.04 RIM=7=7.17 18'(N)=757.09 18"(E)=757.04 18"(W)=756.85 P-25 = 34.6 L.F. 18" STO. @ 0.70% P-33 = 8.0 L.F. 12" STO. @ 1.00% DEPTH=3.20' 12'(N)=757.98 18'(N)=757.34 P-26 = PROP 12" WM RELAY P-34 = 24.0 L.F. 12' STO. @ 1.00% 12"(S)=758.29 15'(S)=757.34 P-27 = 40.7 L.F. 15" STO. @ 0.70% P-35 = 6.0 L.F. 12" STO. @ 0.30% STORM MH (4' DIA) W-49 113+00 113+50 DEPTH=3.59 114+00 DEPTH=3.57' 114+50 115+00 115+50 116+00 116+50 117+00 P-28 = PROP 12' WM RELAY P•87 = 27.2 L.F. 12" STO. @ 1.00% 1.28 STA. 114+17.01, 32.7' RT STORM INLET RIM=761.W STA. 116+25.95. 16.0' RT �- - - V 30 W-40 W-9 -, - EX. Cl _ ,3 T @ .00/ 15°(N)=757.62 RIM-760sg -- •^" , ----- V-33 --- ;-'.----- ., _ �-__- - - ----� __ - �__ PROP.CL WATER MAIN FITTING 12" W =757.98 76l • 15'(S)=757.62 ( )- SUMP=1.50' -__"__ _. _. _ .__._ .__.. _.._. ...... .. _._._. .__.. viz W-03 W-8 '"-_-. --___ W-45 - -- ___...... ._ _}__- _ _ - - _�_ ___._.__.- ---.-_- _z____-- _'--__ - __ -_- __� -- _ _ - - 761 SCHEDULE W-34 12'(W)=757.73 12'(SEp757.91 DEPTH=4.50' V-30 = 8" VALVE STA =113+50.3, 8.0' RT DEPTH=2.70' 760 - 760 T•10 = 8° X 6" TEE STA=113+52.0, 8.0' RT V•31 = 6° VALVE STA: 113+52.0, 10.1' RT STORM INLET 1.15 STORM INLET 1-31 759 ------ --.- ----- --- -- - - ---- - - -- - --- -- -- - ---- ----- ---- --- --- ---- -- --- -- 759 H. = HYDRANT STA: 113+52.0, 23.T R STA. 116-20.02, 16.0- LT STA. 113*89.55, 37.6' LT V-32 = 8" VALVE STA=113+94.2, 8.0' RT B-26 = 12" 45" BEND STA =114+21.7, 69.0' LT RIM=760A0 RIM=7fi0.89 353.0 L.F. 18 ' STO. @ 0,40% -- --- -- - -- - -- - -- - ---- -- -- --- - 758 758 -- --- - _-- ---L.F.21" 12°(S)-757.10 12-(E)=757.89 B-25 = 12" 45" BEND STA=113+97.6, 44.8' LT P-23 STO, 0.20% 135.0 L.F. @ 325.0 12'(E)=757.10 SUMP=1.5o• L.F. 21" STO. @ 0.20% V-35= 12"VALVE STA=113+97.4,5.1'RT SUMP=1.50' DEPTH=4.50' 757 _... _ ' 757 C-2 = 12" X B° CROSS STA=113+97.a, 8.0' RT DEPTH=4.50' 1 V-34 = 12" VALVE STA=113+9T.3, 10.3' RT STORM M5. (4' DIA) W�5 STORM MH (4' DIAL W-34 B-23 = 12" 45' BEND STA=113+97.2, 37.1' RT STA. 714+85.00, 8.0'LT 756 -- - - - - --- - - - STA. 116+20.00, 8.0'LT - - - 756 8.24= 12'45"BEND STA=114+22.2,62.4'RT STORM INLET I-16 STORM INLET 1.32 RIM=760.93 STA. 116+19.95, 16.0' RT STA. 114+21.55, 37.5' LT 21"(E)=756.86 RIM=760.34 V 33 = 8 VALVE STA=114+00. .0 RT RIM=760.97 RIM=760.89 ;. 21 (W}756 DEPTH=3.32' - _ _ -.__ 12'(N)=757.97 12"(NW)=757.88 755 .. • . • . ...--..,_- , _ _- _ _ 21-(E)=756.59 755 72: E)=757.97 SUMP=1.50' •. , •. , '. , : , '.', • ' • ' , •: ', • ,' ':. ;! 12'(N)=75T02 SUMP-7.50' DEPTH=4.50'` •.••.. .,�.. ., . •, ••. '•'.• t.: •, '. •'•...'.PROP. 8" WM RELAY•.. ,.'; DEPTH73003 754 754 • •' �•: STA. 8" 7D,'. DEPTH�.5o' C-2 , . , • W.M. EL. (TOP) 753 ._.._.._- __ _. - ____- ____ - _ __- _- ____ --.__. -__-_ .-- ( --. POTENTIAL GROUND __. .. ._• ._ •.. 753 113+50.3 T-10) 75 .86 STORM INLET 1-33 __ _ L___._ ) STORM INLET I.25 STA. 114+21.20, 37.T RT 1 113+5 754.88 corvomoN CHANGE 2.0 (T-10) STA. 173+68.05, 16.0' LT RIM=760.98 292 7 L.F.LF8" SAN, o -1 r\ 745 5 113+94.2 (V-32) 754.67 _ L F $" SAN, o @ Q.49 �o RIM=761.06 0°40 ( ) _ _ __ _. .. 12'(S)=758.06 @ �o ___ __ , _ ..... - -}- -"-, __.. _.... -"" 752 113+97.4 (C-2) 754.67 SU P=-757.98 SUMP-1.50' 114+00.3 33 754.67 SUMP=1.50' DEPTH-4.50' SANITARY MH W8 - (V- ) DEPTH31.50' 751 STA. 714+46.76, D.0' T 1 ___-- -_' --." -. ----_ _ __. _. _..__ .... " S751 ANITARY MH W-9 RIM=761.28 j STORM INLET 1.26 STORM INLET 1.34 STA 114+05.41, 0.0' T 8'(E)=752.59 $B t RIM 761 29 DEPTH=7.93' El E /.=745.5 MAIN CONNECTIONS STA. 113+67.99, 16.0' RT STA 113+89.20, 37.6' RT 750 10°(S)=751.64 750 RIM=113+6 RIM=761.01 113+00 113+50 114+00 114+50 RIM=761.53 8"(W)=751.64 115+00 115+50 116+00 116+50 117+00 CO-5 = CONN. EX. 12' WM TO PROP. 12" WM 72"(E)=758.01 SUMP=1.50' SUMP=1.50' DEPTH=8.90' CO-6 = CONN. EX. 18" STO. TO PROP. 18" STO. @ 757.1t DEPTH=4.50' DEPTH=4.50' CO-7 = CONN. EX. 10' SAN. TO PROP. 10" SAN. @ 751.6m COI = CONN. EX. 15' STO. TO PROP- 15" STO. @ 757.6t CO-9 = CONN. EX. 12° WM TO PROP. 12' WM VD 88 DATUM BENCH MARKSDESCRIPTION PLAN DESIGN INFORMATION PLAN REVISIONS BY SANITARY, STO RM, & WATER MAIN WEST 16TH AVENUE NO. STATION ELEV. DESIGN DATE 2025 ISSUED FORON 10/D1ATE DESIGN ENGINEER SAN/WAT: MWN FROM STA. 113+00 TO STA. 117+00 DESIGN ENGINEER STO: BAM CITY OF OSHKOSH, WISCONSIN JAMzoES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o ao CITY CONTRACT 26-03 SHEET 17 OF 36 3 a N N A TORM I I I I I LATERAL S.S.C. 0+43.8 (TV)FOR I I 302 D PROVIDE OFFMINNESOAST oWEST 16TH AENUE - --L. 1 , ( � I I I I z z I I z I z I z I z 342A o �m o n 1 0 316A o 310A 1 w o 306A ,� m o I�i ( 1`J I � I I �� ao Q'+ G o B 300 CO -29 B -28 z I _r �� 336 332 % 326 320 N 310 `, 306 I 302 -t--- +W + + I-1' oa o °' 5 I _ ____._ �- •- 4 B 2 38 --ICO-11 11 . - _�^ ( _.. _�.`_-._., - i _ - V I {41 �. l,l I U LLl' 1 _cn I - R-5 �- W-51 -.- '._:V ' .; . 'I vNi it vi 5000' I - Ob'. I 50.00 can 50.0 - I' I .00 N ., tn,. I ^ r�ivi 50.00` TvP. i ,-m 50;00' nr. z N i.., p 0 50.00' I �0 0 r7� l ,..: P-0O- P-01 I � vin m 50.00 �0.0 5 .00 I _� %� 8T I ST I ST '.-� •__r STI ST �I� I... i i•36- IP ST ( ST�I _ _ ._. IP __ P-32 T IP IP ��: -i 1-15 1-27 IP A _� 1 I I-17 - .. (ABAN)--,.:„ .. P 33- _ ...... 325.0 L.F. 21' STO. @ 0.20 % _.-W __- __.__ _ ...._ . __ - _._... ;,...�_ ..._ P 36 _..._ ABAN. W-36 �___. 132.7'L.F. 21" STO. @ 0.20%._.. ; I. m ae✓oIe---(acuove ) ______ _ - _ _ ...._ . _. _. 0 214.3 L.F. 21" STO. @ 0.65 A17( W 34 ¢ ABAN. A B (awa(E R W-0s - 116+ - - --..__ - . _.. - -- _ J - --i 17 . - - _ -. W"� _._-__ -.. _ . -- 118+0 - -_ .._ __... -_ ._ - - ---- - - . _._-.. -_119 _ _ __ _._ _ .__ - - . _. - 120+OQ fR I -- - -- _- (.. !-721R OOO _ - ------ -- .....� -_. - 12-2+00-- - - - 292.7 L.F. B'• SAN. @ 0.49% .� . SS S S SS - S o P-37 328.1 L.F. 8" SAN. @ 0.50 % -' V-02 p-34 m2 V-36 T-11 PROP. 8" WM RELAY V-39 -- �'-� .._W-5_ PROP. S" WM RE Y ._.. __. P-35 •_..- .._...:....:... _e_- :__ _ :_._ ___.-___ _.. __ _.______. V - ..__. _ _-3P-42 _ G G'�-- ` G 118 G - 1- __ _:' ..__H /. _ IP _. ..... . P-03 - � O B I 7 - __ -� _ 3T_- ST L._...I ST -_ ,, ST 1 ST 1 ST _.: ST ST W6 �^ ��i i_ „yam_ --39 &' -1 S0.00' ._..., GAS .._ __SQAO'-- 1 I .50.00 , `,. ,� -' 50.00' i.` ---_ 50.00 - 5P.00' - -- --� I Do'1 0.0 S59 _. �oQ �I '45. 0' 1 � . ' I �^Y _...I \' { ! GAS - d I ' -�-- La Ll�_xyFg LINE J J / ,� J -- LINE `1,60 r C'J?- % �Se d'h caw ma (o.r ^ d - V-03 M+ +� M+ +M +M +" I + M O,w 17 +� +� 343 337 + I �a 333 0� 327 I 323 I o� 317 I 10\ 311 o� 307 I 303 In CO-12 CO-13� P-05 11 W 1 ^ 343A o o 333A ( "I 327A `V 317A 377A ^o ci (3 (3 U U BM#4� C5 U Ci U P-06 BM#5� ti d W I-37 _ _ IP 1 1 N 761.16 I I vi (n (� to 762.05 vi ui I vi I VI Ip �. T Uj o Uj I z co 1a y S.S.C. 0+27.8 (N) I I I I I S.S.C. 0+39.9 (N) o 1 1 I I I ( o o I I SANITARY MH W6 STORM INLET 1.17 PIPE SEGMENTS STA. 120+67.23, 40.3' RT STA. 119+45.02, 16.0' LT STORM MH (4' DIA) W-04 RIM=760.29 RIM=760.00 I I ) P-36 = 8.0 L.F. 12" STO. @ 1.00% P-42 = 54.2 L.F. 15" STO. @ 0.66% STA. 120+7H 8. 8"(N)=749.72 12°(S)=757.00 RIM=760.34 P-37 = 24.0 L.F. 12' STO. @ 1.00% P•43 = 40.3 L.F. 8' SAN. @ 0.50% 8"(S)=750.89 SUMP=1.50' DEPTH=9.82' DEPTH=4.50' 117+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 21'(W)=755.67 121+00 P-38 = PROP 6" WM RELAY P•44 = PROP 8" WM RELAY 18"(N)=755.69 P•39 = 34.1 L.F. 18- STO. @ 0.66% P-45 = 17.1 L.F. 15" STO. @ 0.66% 15"(S)=755.69 P40 = 27.7 L.F. 12" STO. @ 1.00% P•46 = 32.0 L.F. 12" STO. @ 1.00% STORM INLET IA B V-36 V-37 EX. CL DEPTH=3.92' P-41 = 6.6 L.F. 12' STO. @ 1.00% PROP. CL STA- 119+44.95, 16.0' RT 761 _.._..... _...... _. _. 761 - STORM INLET M.0 (4' DIA) W50 . - _ _ L_`- - _ _ V-40 W-5 --- STA. 120+82.05, 63.0' RT W-7 .. - _ ._. ---�, WATER MAIN FITTING V'MRIM=0.73 O 12'(N)=757.73 ,�_T^���-__--__ V-39 W-04 � RIM=759.85 - - _ - --_ W-36 - SUMP=1.50' 760 '_ - - SCHEDULE IT(N)=756.16 __.�--_ _ _ - _ _ - 760 12°(W)=756.55 DEPTH=4.50' I Ij '-- �- V-36 = 8" VALVE STA=117+82.6, B.0' RT 12-(S)=756.16 _ _ _ T-11 = 8-X 6' TEE STA: 117+85.1, 8.0' RT DEPTH=3.69' STORM INLET 1-35 759-------------._ __---- - ----- --._ --------- _ STA. 120+50.54, 37.6 LT 8 RIM=759.81 H 76 = HYDRANT A.=1117+884.9,1235R T STORM MH (4' DIA) W-51 12-(E)=756.81 758 .___ ___ _ __ __ __ ___ _r _____ _-_- _____ _____ _.... _-____- ...._ ! _. _.. ___-__ -___ _-_-_ __ ___ _. ...._. ..__....-.._. 758 V•37 = 8" VALVE STA=117+87.3, 8.0' RT STA. 120+77,85, 42.1' LT SUMP=1.50' 325.0 L.F, 21" STO, @ 0.20% 0120+55.81o6R8' _VE RIM=759.87 DEPTH=4.50' _ 6"45°LBEND STA LT 18'(5)=755.46 757 -_._ -_ - -_. -i- _ ___ _ ___ __._. _.. ___. ___ ._:- -___ --_ ___ __ .._.. _......_ _� __.. - -_. ___ ___ 132.7 L.F. 21 STO. 0.20°/O_. _ __ .. _ .. ______....... _. 757 B•29 = 12'(W)=756.53 STORM INLET I.36 '', B•29 = 6" 45°BEND STA=120+55.1, 59.6' LT 12'(SE)=756.74 STA, 120,82.51, 37.5' LT B-28 = 6" 22.5° BEND STA.=120+55.1, 58.1' LT 756-----._-....-_ .___.. (. _.___ _ - __- - _ -_-- --�__-� 1B°(N)=755A4 RIM=759.81 DEPTH=3.68' 12'(NW)=756.81 _ 7.5 LT R-5 B" X 6° REDUCER STA 120+58 5, 4 ' STORM MH (4' DIA) W-36 SUMP=1.50' 755 __ _____ ___-______ _._._____. ___ ._. .__._..._.-._...___ _ - __.._-_ _____-_-_._ .__ ___ 1_ _ _- ______ _.___.___ _ _______ __ --- __.__.__ ___.___- -___ ___.___ _._......_ STA. 119+45.00, 8.0, LT _______ ___ _r .._ 755 V-42 8" VALVE STA 120+56.3, 5 5' RT DEPTH=4.50' _ _ RIM=760.24 C-3 = 8" X 8° CROSS STA.=120+56.3, 8.0' RT • STORM M8. (4' DIA) T 21"(W)=755.94 - V-41 = 8" VALVE STA=120+56.3, 11.0' RT -.._ _. STA. 120+78.37, 46.2' RT 754 I. _.... . , • . , • . , . , . , . , . , . . • ...... 21"(E)=755.94 754 _ _ - .- RIM=760.08 • . • . • . • . • . • , . , H-B HYDRANT •''•'•••.•.',•.,••. ,• R 12"N 756.92 1200+5416469'RRT V-44 6" V 15'(N)=756.05 STORM INLET I.37 '••, ••, ••••••••'••'•• •,• �• _ _ .. • •' • • • • • • ' P- OP. 8" V11M RELAY'. '•'. '•'. ; •'. ; •'. ; •;. ; •;. ; •'. ; •'. ; •'. ; •'. ;'•'. ; •'. '•'. ; •'. ; •'. ; •'. ; •'. A6�' 15°(S)=756.05 STA. 120+50.05, 62.9' RT •1r(sp757.as _ _ 120+56.1, 46.9' RT .._ - ,•. �,'. •. �• T-43 8"X TNEE STA. 753 T-11 _... ...... _..... DEPTH=3.55•. . , • , • , • , • ,1 • . • . • . t , t . .. �., . .' •' 753 DEPTH=3.28' RIM=759.87 - C-3 V-43 - 8" VALVE STA=120+56.1, 50.8' RT V-00 = 8" VALVE STA=120+60.0, SORT SUMP=1.50' 752 _.... _... _.......... 752 DEPTH=4.50' -- `" 751 _._ _ __ sl STA. 8" W.M. EL. (TOP) _ _.... 328.1 L.F. 8" SAN. @ 0.50% SANITARY IN W7 - - 117+82.6 (V-36) 753.86 750 750 117+85.1 (T-11) 753.86 STA 117+39 44, 0.0' T RIM-760.95 POTENTIAL GROUND ' 1 17+873 V 37 753.85 8 (E)-751.15 CONDITION CHANGE .... POTENTIAL BEDROCK 749 ___._.__8(W)=751.16 -1- _. __._ -____ _____- ___.__ __:._ _-_. ._... ___-._ _._._:- ____ ..__._ ........ ..___. .._..__ _..... .____ _.___ SANITARY MH W-5.__-__.._. 749 120+52.0 (V-39) 753.57 FLE V,7;6A 120+56.3(C-3) 753.57 DEPTH=9.05'- - - - STA. 120+67.55, 0.0' T ! RIM=760.67 120+60.0 (V-40) 753.57 741 8'(E)=749.51 748 7+00 117+50 118+00 118+50 119+00 119+50 120+00 120+50 8•(W)=749.51 121+00 B'(s)=749.51 MAIN CONNECTIONS DEPTH=10.41' CO.10 = CONN. EX. 6' WM TO PROP. 6" WM CO.11 = CONN. EX. 18' STO. TO PROP. 18- STO. @ 755Ai CO-12 = CONN. EX. 8° WM TO PROP. 8" WM CO.13 = CONN. EX. 8' SAN. TO PROP. 8" SAN. 1750.91 CO.14 = CONN. EX. 12' STO. TO PROP. 12" STO. @ 756.23 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATIONSEPTEMBE PLAN REVISIONS DESCRIPTION BY SANITARY, STORM, & WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE 2025 ISSUED FOR BID 10M4/2025 4 118+38 RR SPIKE ON POWER POLE 323 W. 16TH AVE. 762.05 WEST 16TH AVENUE DESIGN ENGINEER SAN/WAT: MWN 5 121+03 RR SPIKE ON LIGHT POLE 16TH & MINNESOTA 761.16 DESIGN ENGINEER STO: BAM FROM STA. 117+00 TO STA. 121+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 26-03 SHEET 18 OF 36 1 STORM LATERAL - -111 I i 1 1 1 1 1 1 1 1 1 S.S.C. 0+43.8 (TV) I I I 1 FOR302 ROVIDED o 1 OFFMINNESOTAST 4 I I 1 1 J ��I WEST 16TH AVENUE I __. I I I z z 1 v � wd 8-300-tO' B 29 '.. 8-26 P 38 _ _ �,C041 I 1 " 1 I 222A 1 1 W W _ o 216! I� 00 . 2 �{ •i7 I a �.-� (g �+ .-22 10 �i ��� 0 232 0 22 T� Tip-T 256.I_sv 246---=- + O III _ B-27 - R-5 ' W 51 +� -_ - +� •-_ + +� + + + 1 .-._.25 J J - 1 O O \ JO _. ��rvp. t �_.. ,. .. �--�-x �.. _, I:Y �7ti i ._-1 .11. �.)� .y. `¢I (O �_:?I •-i t� �-' +t� 4�.-.. �` nvI 50ti001:. _, P-01 .i _ c� c� c3- 50.00 N"� N 0.0 5 OO ^ 0.00' v'r' I50.00501 r�i �I `; rout 5!) 00'. cn cn._ ! cn I \ `� I35 _P-0D_ 50.00' - ST I36 le 1 ST ST 1�. .. �._ST _. I-.. - ST ST ST ST J a ., 11 L SSS IP R 1 3 C S .O 1 acuo�e -. I W-44 I-23 . 21 ' STO. @ 0.20% - -(ABANJ ___ - ..,a[a+ove)- 53 % __ .. . ----}25+00 -- . - --_... _.� _.. 214.3 L.F. 21 ' STO. @ 0.65% .. }2-2+00.. � - - - -- __- ... 234.E LF. 21" STO. @ 0.65 __ __- ___ .--- -_ . -- O __ 120+00- acNa e __ -_ . - . _( >- -- � - -- i �-421 00 ---- .. - . ___ --.._.123+00--- - Pd9 .._ � 124+0 - ---- - _ ..126+00 - - ' SAN. @ 0.50% VA2 W-5 awove) 236,9 L.F. 8" SAN. @ 0.40% W_2 PROP. 8" WM REII AY - (awou� V-05 T-14 T-73 V-08 ) PROP. 8" WM RELAY ` Rc 1 1 1 r 10 )e �� - .. P-44 r - - i_ .. ST--ST- I ..... ST.. ST- _- 5 _ I_� ST 1----ST 0, ro lP' �^ _ < _ -___� 1 1 550 �� / I_.-Z,� 45I0 5 0 5 1 ? Q H-8 V-04 ( I� I-55.0 W' 155-IIO_ .i 0� 50.00 .. ... I 15 .0 IOOI INE W--52' '• .._ate , F T-12 Wd 57 2 3 i l.- 303 )L47. I I 243-I�oa I my 3 C O 16 �r ro'\ "r\ Q I I J J J o 1. 229 1V I IN 223 219 IN d- 201 O _ ,,� +- CO-12 CO-13 P-05 +� +M �+ +M ryp, z +� o a f 253A 245 I o o z I rn w + N. + J a 1 c. 4V 50 iW 66 N5 V W I-37 PA6 7P U I c3 1 (3 o Li O ( ( w U ti Iwo N _ rn I N cn I rn N vi le _ - - '� LING N vi I 758.65� to - _ CO-14 1 Z N S.S.C. 0+27.8 (N) 1 1 I I L 1 1 S.S.C. 0+39.9 (TV) �------------- ` PIPE SEGMENTS SANITARY MH W-4 STORM INLET 1.24 P-47 = 8.0 L.F. 12' STO. @ 1.00% P-51 = 43.1 L.F. 8' SAN. @ 0.40% STA. 123+72.16, 43.1' RT STA. 123+3421, 16.0' RT STORM M1. (7, DIA) W-53 P-48 = 24.0 L.F. 12' STO. @ 1.00% P-52 = PROP B" WM RELAY RIM=758.77 RIM=758.78 10"(S)=749.61 12'(N)=755.78 121+00 121+50 122+00 122+50 123+00 123+50 STA 1511,53 37, 6.0' LT 124+50 125+00 P-49 = 47.1 L.F. ' STO. @ 0.65% P-53 = 25.5 L.F. 12" STO. @ t.00% 8"(N)=748.17 SUA1P=1.50' RIMW)=753 21"(W)=753.00 P-50 = 42.7 L.F. 15° STO. @ 0.75% I DEPTH=9.86' DEPTH=4.50' 21"(E)=753.80 )H=9T 760 -- - 760 WATER MAIN FITTING -- EX. CL PROP. CL --`'- - - DEPT3 STORM INLET 1.42 SCHEDULE STORM INL MH (4' DIA) W54 STA 123+58.69. 34.5' RT 759 W_ 6.__. RIM=758.50 `_"...--.W39 V-05 V-46 W-3 759 V•45 = 8" VALVE STA=123+60.9, 8.0' RT STA. 123+84.79, 34.6' RT 12"(E)=755.50 STORM M0. (4' RIM=758.45 - STA. 121+20.OD, _ _ DIA) W-46 STORM MH 4 DIA 8.0' LT (' ) W-39_ - ---_ . _ _ W 53 � ' V-08 T-14 = 8" X 8" TEE STA =123+63.9, 8.0' RT 15"(N)=754.12 SUA1P=t50' 758 RIM=760.27 _ _. .. _... STA. 123+34.27, 8.0' LT - - -' --- _ V'S0 _ �....... - - ' y 758 V-47 = B' VALVE STA =123+63.9, 10.3' RT 12'(W)=755.25 DEPTH=4.50' 21'(E)=755.50 RIM=758.85 i - V-46 = 8" VALVE STA=123+66.6, 8.0' RT _ DEPTH=4.33' DEPTH.02' ( 21(W)=754.11 21"(E)-754 11 V-50 = 8" VALVE STA=124+13.0, 8.0' RT 757 _.... 12"(N)=755.61 I. _. -......... 757 T-13= 8"X6"TEE STA. 124+15.2.8.0'RT 12"(S)=755.53 V-49 = 6" VALVE STA=124+15.2, 10.3' RT 756 -- --- DEPTH=3.99' 214.3 L.F. 21" _. H-9 = HYDRANT STA=124+152, 23.0' RT 756 STORM INLET 1.23 M INLET STO, @ 0.65% V-48 = 8" VALVE STA=124+17.3, 8.0' RT 1.23 LT STA. 1 23+34 RIM=758.69 755 .__.._. --- -- --- - _- __ __ __ ___ _. __. ___. _.. ___... -._ ----_ _--_ -. _- _._ _.._ -- __. -`- - - - - - _ --i-- - - - - - - - - - - ___ -__ - - - - _ -- - -- -- -- - - _- ___- 755 12'(S)=755.69 SUMP=1.50' /P-09.-._ 234.E L.F. 21" STO. DEPTH=4.50' 754 ___ .._-._..-.-____- i-__- __- __--__. ___._.._.-___-__ -____ ___-___ __-_-_ - ____-___ _. _.._. .______ -__. __ __ _. - - - - @ 0.65%_ ___- _. - r _- ___- __- _- ___ - --__. _. 754 753 . _._,.. - - ,_,_ - ---- -__... -_ __.----- -- -- ----- ---- --- -------- - --- - - - ---- ------ - -- ------------------------------- 753 STA. 8" W.M. EL. (TOP) PROP. 8" INM RELAY __ - - - - _- __ - - -- _..___.______ 752 ._ ______ ___.. _ � '. . _ __- _____ _.._.� -`:. -': -�--+ __r._.._- - - _. - - i---___._. ) 752 123+60.9 (V-45) 751.73 •' ' ' • S6 I,10 '• 123+63.9 (T-14) 751.73 123+66.5 751 ___ _____ ______l. __-. _._. ...._. ._ _._.._.. .__ _._. -. _.__ -.__ ____ _..._ _-- _._. -.•--.[,"-., ._ _; _'._-' ';� PROP"$"yyryl (V46) 751.73 751 124+13.0(V-50) 75t.55 T14 RELgy--_ -• •• '' 124+15.2 (T-13) 751.55 750 }---_ -__._ .____.__ _._..____ -__-_ -. - - _ ._._.___-__..__ ___________--. 71 _ ___-_ _, ___.-_____ .. 750 124+17.3 V-08 ( ) 751,55 749 304.2 L.F. 8" SAN. @ 0.50% 749 748 .- - 236.9 L.F. 8' SAN. 0.40% 74B b6 ri.1 - @ POTENTIAL BEDROCK POTENTIAL GROUND 1 CONDITIONCHANGE SANITARY MH W-3 747 _ _... _. _-STA. 123-71.77,0.o'T 747 MAIN CONNECTIONS RIM=758.74 746 746 CO.15 = CONN. EX. 8" WM TO PROP. 8' WM 8"(W)=747.99 CO-16 = CONN. EX. 10" SAN. TO PROP. 10° SAN. @ 749.6i 745 DEPTH=9.99' 745 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 BENCH MAR VD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, &WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10l14/2025 WEST 7 6TH AVENUE 5 121+03 RR SPIKE ON LIGHT POLE 16TH & MINNESOTA 761.16 DESIGN ENGINEER SAN/WAT: MWN 6 125+51 RR SPIKE ON POWER POLE 219 W. 16TH AVE. 758.55 DESIGN ENGINEER STO: BAM FROM STA. 121+00 TO STA. 125+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 26-03 SHEET 19 OF 36 I I I I I I COPPER I I I - ---- - - - - - - - - -- - WEST 16T H AVENUE - - - - S.S.C. 2+77.0 (N) (n ZZZII ( I + I. + R --N� �I_...1 g f} 222_ +_ 276: +p I10 __ I Q 1529A + S.C. 0+53.0 (N) ig �- _ o 222A � Lg � 236 & �+ 232 +� 22g �' � m i I �r_�_� �n t5O n 1" COPPER N � -p_ � , o + cv- .- i._v7 - _ r❑- - .1 l :-- .c�:. - __-� _ 1 x TVP. 2O m o j 136 -N. - N U I __`U - , U\ V\ ll f I U U N O I Inro 50.00 I,t -1 .-vt 5010 I viva 0' ro s 00.� vi 8&b0' o .'). - -- 90.00, ST VIn cn 50.00`� ST �3T 8T ST �. ST1 - 9T p - 1" COPPER I 60.00' ,�rd -b .OQ In t ' i 123 tP B Rrieor£l... t S 71 P-55 P-07 - W-39 _ � W_53 234.6 L.F. 21 ' STO. @ 0.65 % - W- 7 58.2 L.F. 21 STO. @ 0.65 CO-17 W RENo�£ PBAN. (� ABAN. tF C�' A SAN-( 124+0 - ---- - - - -- - .. - . --_--125+00 - - - . - . -- ( _ - .... - - -____ .._ - } 26+00 -_- - _.. 76.4 L.F. 8" SAN. 0.40% - - - W-1 - 3 +00 W 3 S- P 56 1 7+0 1 129+00 P-0e Ra+ovct 236.9 L.F. 6" SAN. @ 0.40% (Rwovr: V-45 T-14 T-13 V-08 PROP. 6" WM RELAY W-Z �,, CO-19 P 50 _ _50 = V-49 - - .... -- Ip _ 1 4 ` R l l 1, t _ - ItP4 G...._ 1-20!•- � CO-15 s 1 _ z r i ST I ,ro 55.0 i v oA- o c a *� 50.00 50.00 0 15 .00 S.C. 0+46.0 (N) ST Ip ro W 54 1_ w-0 I Z a6.35' I 63.00' I m e I o- N o. TYP. 1 COPPER +\ 23 Q 0, c0.1s �W,, 229 N N 223 219 N d 2D1 a N �I LINBM 06 N N N `- Yil to I to I 756.55 O I I I 1" COPPER 125+00 125+50 126+00 126+50 127+00 127+50 PIPE SEGMENTS 757 756 STORM INLET I-19 STA. 126+78.90, 16.0' LT 755 RIM=756.16 12'(SW)=753.16 SUMP=1.50' 754 DEPTH=4.50' • STORM INLET 1-20 753 STA, 126+78.84, 16.0' RT RIM=756.13 752 12"(N)=753.13 SUMP=1.50' DEPTH=4.50' 751 750 749 748 747 746 745 744 743 742 741 740 739 P.55 = 6.0 L.F. 12" STO. @ 1.00% 757 P-56 = 28.9 L.F. 12" STO. @ 1.00% 756 755 754 753 STA. 8" W.M. EL. (TOP) 752 126+72.9 (CONN) 749.42 751 750 749 MAIN CONNECTIONS 748 CO.17 = CONN. EX. 21" STO. TO PROP. 21" STO. @ 751.91 CO.16 = CONN. EX. 8" SAN. TO PROP. W SAN. @ 746.71 CO.1 = CONN. EX. 8" WM TO PROP. 8" WM 747 746 745 744 743 742 741 740 739 125+00 125+50 126+00 126+50 127+00 127+50 BENCH MARKSDESCRIPTION D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN NO. STATION ELEV. DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10/14/2025 6 125+51 RR SPIKE ON POWER POLE 219 W. 16TH AVE. 758.55 WEST 16TH AVENUE DESIGN ENGINEER SAN/WAT:MWN DESIGN ENGINEER STO: BAM FROM STA. 125+00 TO OREGON ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: O� 20 -40 CITY CONTRACT 26-03 SHEET 20 OF 36 o 0 ( (I o ( g: 44 0+339U.3 (TV) �" -� OHIO STREET 8Mg7 I , 1691 6 + 1667 J ( OJFl 65 1 J o ++ +- 16431701 + •1� ' Typ- 60.00' � ._1 _�.:., '---- �50.00' 5.I Ui �. 0 ,..,� l .,..,,. .' _ :•. - r- __ S T _.:- ? ;�tl f ST pB - - S_ 11 1. 1 : CO-20 B-1 I (ASAN.) P-57 W-25 ( . - _.. 1 00 _ -- - - - 231.0 L.F. 18" STO. W 0.30 % - _ - - 365.7 L.F. 8" SAN. @ 0,60 / - F. `1. _ - - .243 O L.F. 27" STO. @ 0.50% O i - O-2 _ - - (10 ti l CO-21 (ABAN.) I I BULKHEAD EX 7S STORM SEWER T 1V - PROP 8' WM RELAY I PROP. 8" WM RELAY 2 P __-_.... - - - IIP. . GG GG 1P (+FFO- FO 'O FO FO FO �p FO 0 FO -0 H- Fv. I 50.00' � � -'0 5o.bo'' o 99.40 ST ST 5T "o ' I ST � ST 5T I, ST � I � � � � � r J � ,� 48 4 0 � 48.4 , � 0 48. � o b0 0 85.20' / � � - ~ I, .. 7 690 �i W f �--- 1684 � n ) \ j 676 0.G 1670 +� 1 i664 � �' - 6600 _ o J 7654 I oo 1646 �� I 1640 v \� S.S.C. 0+49.3 ((N S.C. 3+16.8 (N 1" COPPE _r" . -- - ,(- j -- -__ .: �+ l o II o +_O o - v I + cv o n M �� _ _ BURIED -a ---' F.O. I c3 ti I o I ti I o ti o 1646A ti ( 1 M± ti I 1 S.S.C. 0+72.5 (TV) CiAB LINE 122,00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 STORM INLET 1.5 STA. 14+86.95, 18.0' LT RIM=764.35 765 12"(E)=761.35 SUMP=1.50' DEPTH=4.50' 764 STORM INLET 1.6 STA. 14+87.13, 18.0' RT 763 RIM=764.72 12'(W)=761.72 SUMP=1.50' 762 DEPTH=4.50' 761 760 759 758 757 756 755 754 753 752 PIPE SEGMENTS P-57 = 10.0 L.F. 12" STO. @ 1.00% 16+50 P-58 = 26.0 L.F. 12" STO. @ 1.00% STX .. c �I►1-mil+A ■ WOM �® PRO ►1gV S6 #1 ELEV. 746,0 RIM=764.99 SANITARY h 8'(S)=755.57 STA. 16+36.69 DEPTH=8.67' RIM=765.12 8'(N)=753.86_ SO 42 DEPTH=10.52' ELEV. 751.05 765 WATER MAIN FITTING SCHEDULE 764 S-1 = 8" 45' BEND STA =12+40.7, 11.1' LT 763 S-2 = 8" 45' BEND STA: 12+60.0, 8.9 RT V-1 = 8" VALVE STA-=16+40.8, 8.0' RT T-1 = 8"X6" TEE STA-=16+43.8, 8.V RT 762 V-3 = 6" VALVE STA=16+43.8, 10.4' RT H-1 = HYDRANT STA =16+43.8, 23.5' RT 761 V-2 = 8" VALVE STA-=16+46.7, 8.0' RT 760 STA. 8" W.M. EL. (TOP) 759 12+38.0 (CONN.) 756.77 12440.7(8-1) 756.77 758 12+60.0 (8-2) 757.12 16+40.8 (V-1) 758.40 16+43.8 (T-1) 758.41 757 16446.7 (V-2) 758.40 756 755 MAIN CONNECTIONS 754 CO-20 = CONN. EX. 8" WM TO PROP. 8" WM CO.21 = CONN. EX. B" SAN. TO PROP. 8" SAN. @ 753.43 753 752 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 BENCH MAR VD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY STORM &WATER MAIN 'OHIO H 1 O STREET FROM W. 17TH AVE. TO STA.16+50 NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10/14/2025 7 11+76 HYDRANT TAGBOLT OHIO � 17TH 766.63 DESIGN ENGINEER SAN/VVAT: MWN 8 15+31 RR SPIKE ON POWER POLE 1659 OHIO ST. 767.09 DESIGN ENGINEER STO: BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 4o SCALE IN FEET: 0 20 CITY CONTRACT 26-03 SHEET 21 OF 36 � 1 I i - i I I OH10 STREET z z z o o m In I C 0k54.7 ��� , O O O N r7 0Q O IDO - + 1659 1655 + 1649� + EJ N 1643 °� °�� °r I ui NO 1 .-0- 1637 1 627 + + +� 621 1617 + I 1613 + + + + S 0 1607 \ I I I o\ I � _.. I.- � i I J, - .; i :.� I 1` I \ �. �`��"( li -~157 o 1 ,.-� cn roj._.�� .00' 65.Oi'I n 50.00,;I /n n j In vi 50!00' 1 �. 11500 - 50.00' vVSro 48. 48.OIb vil\i l I 5�yr I �"-r. i92.0.0' � I8 CO-2 Sr ST ST _.1;,, ID' ST ST ST ST / I �..-._� �u \ -. __ _ ___ ._. _ - l _-I __ __ __ __ __ ..- - __ _ _ _.. ... _. _ .. _. I L j Fl I El I ._- .-_ _-. •' - P-69 .. I--101P -W-28 IMP Ili - [P ) : (-j ® �', �- _�.. ��.. � �.. �� P-59 � P-65 ® - - - W-29 - - ``' W-20 W-24 W -' 243.0 L.F. 27" STO. @ 0.50%- - V-61 - - 9ms - �J -205.B L.F. 27" STO. @ 0.50 % - - - - ' 49.1 L.F. 27" STO. @ 0.50 %.fi "- - 145.1 L.F. 2T' STD. @ 0.40% 49.6 L.F. 27" STD. @ 0.40 ..... __"__.__ ..._._..._. O1 0-2 __. .-__ on :. .. __.. 8 00 -__.. _ 1 00-__ .___.... 0-3 pion "' < 285.3 L.F.B" SAN. @ 0.60% - - P-60 -". _ - - 270.7 L.F. 8" SAN. V-0 T-2 8_3 B-5 PROP. B" WM RELAY PROP. 0" WM RELAY V-2 -' PROP. B" WM RELAY V-11 6 V-5 B-0 B-6 P-67 SS P63 (PEHaVE- ....SS _ -_..(ABAN.)- '.:.. iS -___ - 0 G -F C G I 'I 0 1-2 0-- _�. f H-1 p �� FO FO I p-3 0 FO 0 F FO _p P \,... W-35 _.. J _- _� ST _'- ( i,,, ST ST __ �__ sr _ _. _. ,. ... -_ __ __. -. iP �...I ST "'' `� 145 FP -_ `-+ST _ .._ ._-i ST I-04 ;P, STI.�-� -;, -, ' 48.4 160.0 85 20' , .OQ'.. I 48.80' 48.40t 82.70'- �•- y �^ oM v v IAB II P-62 P 81 :, '765.27--sr .J I� 50 00 ro ' �" 50.OQ' ro 50.00 ^o _ J� TVP_ t I - �- I' oo -Q _ o, fV I H 3 V 1 9 T7 O 1 1 f -o- - =i _ 1 (O t"t 7_: Ina' NNE V °r 1660 V0 1654 1846 - 1640 Vd- 1838 V0 1828 N\ \ ( fo In+ h7 and wa 1522 +� 1516 +� O 0 1646A '- N TYP O2 BURIED N N N 0 N N F.O. N i i i D W W N I In I in GAS 1�,14?\�'A'/{I, = LINE > �.. ._- GAS LIN� V I I I i- IP JI lI IP PIPE SEGMENTS STORM MH (4' DIA) W-35 STA. 101+34.69, 8.0' LT P-1 = 8.0 L.F. 12" STO. @ 1.00% RIM=763.32 P.2 = 24.0 L.F. 12" STO. @ 1.00% 18°(E)=757.84 P-3 = PROP 8" WM RELAY 18"(W)=757.84 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 P.59 = 10.0 L.F. 12" STO. @ 1.00% 12°(N)=760.49 12°(S)=759.97 �- - - - - _ P-60 = 26.0 L.F. 12" STD. @ DEPTH=4.74' _ EX.ICL PROP. CL .00% P-61 = 6.0 L.F. 12" STD. @ 1.00% 765 - 765 P•62 STORM INLET 1.9 W-61 STA. 19+35.82, 18.0' RT 764 ___ ___-_. _ ______ __ __ __-_--- ___.__-_ -_--. --. ___---- ___._. ____ .. .. O-3 , �...-- - -- - - -- �-- - -------- - 764 RIM=763.44 STORM MH (5' DIA) W-61.._ W-29 V`1 V5 W-20 _ 12°(W)=760.44 STA 17+3000 80'LT SUMP=1.50' DEPTH=4.50' 763 RIM76459 _"_.__ __._....... 27'(N)=758.75 -_-_- -_ -_ - -.i-� _- ___; ___ ___-_._ - - .__-. - -____- __. __- .._ --STAR193682,B.p1A)W29 .. '-..'___- STORM MH (5' DIA) W-20 -____- --__ 763 WATER MAIN FITTING 27°(S}-758.75 RIM=763.71 STA.19+8q,93,8.0'LT STORM INLET 1-10 762 DEPTH=5.09' .____ _.._...._ ----- ----- --- - -- - ------ __ _ - - - - 1-- ---___ __.. _ 27"N=757.72. _.. -----------_ ( )- _ _ _ RIM=763.60 18"(E)=75T.62- ---_- _________ .SCHEDULE _. 762 STA. 79+35.82, 18.0' LT 27"(S)=757.72 27°(N)=757.48 y.4 - = 8'VALVE STA: 19+66A, 8.0' RT RIM=763.61 T-2 = 8° X 8" TEE 3TA=I01+0T.9, B.Y RT t2"(E)=760.61 761 ___. ._ _.._ __ ___ _ _ _- ____ __ ___ _. ___ I _.. ___._..._ .._._.._. ____-'.-__.__. DEPTH=5.24' _ - _DEPTH-5.38' DEPT-75.38, 761 V•6 = e°VALVE STA=101+10.1, 8.0' RT SUMP=1.50' DEPTH=4.50' ,. V 7 = 8° X W TEE STA =101+50.0, B.0' RT 760 - ._ _...._ -.-._ . __.... __- -_-_ _ - _- - - ( _ -- -_ _ - _.-. _- --_ --�- -- "- _-_ --- - - --- _- __. ___ _.._ __._ -- -._ -- -- - - _ - -- _ __ - __. _. _. _- -_ __-_- -_ _- ------ - ---- --__._.__- .- 760 6° VALVE STA=101+50.0, 10.0' RT � - 205.8 L.F. 27" STO. 0.50 H•39 = HYDRANT STA-001+50.0, 23.6 RT STORM INLET 1-44 STA. 101+34.69, 16,0' LT 759 49.1 L.F. 27° - I - - V-ZO = 8° VALVE STA=101+52.0, S.D' RT 759 I '` -i- @ /o RIM=763.57 ' 145.1 TO. 0, o @ SO /o L.F. 27"STD.@0,40% V-5 = 8° VALVE STA=19+71.2, 8.0' RT B-3 - 8°45'BEND STA=19+75.7,B.0'RT 12°(S}=760.57 . , 12°(E)=760.12 758 ,.., t,• ,.', .., _... t,.., .,....• ,..,..•. _ i. 758 B-0 = 8"45°BEND STA=19+7T.4, 8.0'RT SUMP=1.50' .. , . ,:..:. '•'. ;•'. PROP. 8" INM RELAY '.';•'. _ DEPTH=4.94' 757 _ _ _. _ _ _...... ; .', ....• •..'_ ::,. •,.. ,•'..., .:,•.. •.•.... CO) 3 B 6 B-6 = 8'45' BEND STA=19+92.2, B D' RT 757 • • $ W P�xe}ir JUl t2EIJ�Y..', .'.••. STORM INLET 1.45 STA. 101+34.69, 16.0' RT 756 --- ----- - ------- 756 RIM=763.21 12"(N)=760.21 POSS. GROUND CONDITION CHANGE B-0 ..:. SB i;l 8-5 755 12°(E)=760.19 755 STA. 8" W.M. EL. (TOP) SUMP=1.50' _ DEPTH=4.53' - 754 --------.__ .. ___ ..__.. ___ __ _ __._ __ ...._... __.._..__ _._____ - 754 STORM INLET I.47 285.3 L.F. 8" SAN, @ 0.60% 19+71.2 (V-5) 757.06 STA. 101+40.69. 16.0' LT 753 __-.__ ..___ ____. .____- _ - ___ ____ _ ___- _. ... --,- ,::. ' _-. __ - - _ _ _ _ _...__ ....... ____. - ___-._. 753 19+75.7 (8-3) 757.06 RIM=763.79 ... i - -- .__ ._. .... _ 19+77.4 (BA) 755.86 SUMP=1.50' 270.7 L.F. 8" SAN. o _ 752 19+90.2 (B-5) 755.86 752 ..._..._ _..__ ___- ___.. ---:,: _-_i_. _____ _-._- _. _..- .__.__ ____ ____ _.. __. _-_ _ ___. @ 0.60 /o _.. DEPTH=4.50' .. 19+92.2 (B-6) 756.99 S6 #3 .. _... I STORM INLET 1.48 751.95 SANITARY MH 0-3 751 STA. 100+99.61, 54.9' RT 751 STA. 101+40.69, 16.0' RT RIM=763.25 16+50 17+00 17+50 18+00 18+50 19+00 R(N)=75.86 1+50 20+00 20+50 12"(W)=760.25 8"(Np752.14 752.14 SUMP=1.5u DEFT DEPTH=10.96' DEPTH=4.50' BENCH MARS LISGSD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, &WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10/14/2025 OH I O STREET 8 15+31 RR SPIKE ON POWER POLE 1659 OHIO ST. 767.09 DESIGN ENGINEER SAN/WAT: MWN 1 20+09 RR SPIKE ON LIGHT POLE 16TH & OHIO 765.27 DESIGN ENGINEER STO: BAM FROM STA. 16+50 TO STA. 20+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 2D 40 CITY CONTRACT 26-03 SHEET 22 OF 36 co I 1 I }62 OH 10 STREET o I - � -� �� = I I I 0�82.2 (TVi 1 S.C. 0 1 ..`. .: �1 Ss�. +42 0 ° I z I z I I I i z I 1 I I z I i N� � 54,1 , 1+ 1 1 1435A I z 1 co 1 1 . + +�_ 1621 I 1617 +� 1613 N� ptm S.G. I w \ `.. Q �� , \- -' 1 , ` 1607 \ 15( I �� 1503 +J m .6 1435 + I h oui �M 1431 I �o 1425 +J in o mNo o6 I 1421 1415 +J J J i . 1 •_ I d o 1 .. 1 Ip - O O 1M , J+ t'l _�- N N , Sri �4� ' 48.00 'J 4800' rnM U _ I _ '' '! 2.00' `, Ip co-22 P-70 1 \ 1.: 1-1 TYP. O2 �_ V`._ C...i 50.• i.,.J viM 50.0 i-Sn 50.00' r�i rri 50.00' 'I 50.00' vi�i•-� M 50.00'i -,.., (0.00, cfi ST ST STr 9,\ -� -1 Ip t 5T Ns ,,. 57 -�, ST :1 ST 5T (. 5T _N _, .... _. l 1 _. ..I-8 - L I-._ _. -- W_28 a CO-24 - P 64 N T 12 1p Ip IP 1 P68 E B P-59 D P-65 O ovE� :-.;., CO-23 B 10 a- -29 W-20 W-24 W W-27 ;; �. te`-, E• W-23 . 49.1 L.F. 27" STO. @ 0.50% - 145.1 L.F. 27" STO. @ 0AG% 49.6 L.F. 27" STO. @ 0.40 % B-9 166.5 L.F.27" STO. @ 0,25 % R Rve°vc W 285.8 L.F. 15" STO. @ 0.15% O-3 ... .. - _- pinn ..... _ _ -_... g, B_g '. .. „r; . ._..__. _ '__ (aoe°ve -.-_ _-._____.. _._ - -- SAN-- . ....__ ___ _. . _ SAN -_-. --- -.., AN 511 )AY ?. P-60 - _ _ _ 270,7 L.F. 8" SAN. @ 0.60 % O-0-: V-g P_72O- V-0 T-2 B-3 B-5 PROP. B'" WM RELAY y V-9 V-10 T-0 V-6 V-5 BA 8-6 P-66 P-67 V-7 T-3 PROP. 8" WM RELAY V_12 V-11r26 PROP. 8 WM RELAYI PENOK P-63 $$ PE4ovE) .._._-_ ._-_ S$..__ . __ --'":(ABAN.)-:_: _. - _ _- _ ___ --_- R _.__ -- •' - - - __. C _ AD R ® 0.GtO�E_ aEMO\E__._- ._._.___._. .__-_._ __..-._. - ......_.._ ABAN) ��-- ___ - ---_ - _. -_ •,� G 0 C L� I 1-4p I p 0 CO-25. .-.__ __-- i,1 IL C.-)-3P_7 P_2 F FO FO 0 FO FO FO IP I-04 Ip �765.27�P-61 ST� IA5 ', 1_48P62 Ip -�`- 7 `, . ST 50.0 �' j 5T..l 50.00ro 50.00 ^O a STIP rn 15b.00 50.00' o �. ..J 1 `50:00 " 60. 0 "o 50.00' "o 50.00' 9 W I,'., ..., - "t 1526 j I 1t me 1522 1516 � � a� 1512 a�i 1" COPPER\;�-.1p 1506 N S.S.C. 1+86.0 N/ Z+50.D 1 �� . {� L� 1426 �.- t TI_--,� �1 1422 m\ 1416 �� 1414 •.--` m +M N +M I +M N t7 +\M I M M+ I S.C. , O 1502 / M+ (`I M +M N I +M M+ N L . ! Z U vi 1 U (3 vi vi U I11 01 L6 E o. 3 I j vi °o., u) z lh (i vi U vi U U vi 6 rn W I I I I' I �` W m I ( .. _ �:... GAS LIN� i v • - GAS LINE V 11 II I I I S:S.C. 1+46.0 (TV) I I I • W STORM MH (5' DIA) W28 STORM INLET 14 PIPE SEGMENTS STA. 21+73.55, 33.9- LT STA. 21+24.00, 18.0' RT P-64 = 6.0 L.F. 12" STO. @ 1.00% P•89 = 7.4 L.F. 12" STO. @ 1.00% RIM=763.23 15'(E)=756.92 RIM=763.10 12'(N)=760.10 P•65 = 10.0 L.F. 12" STO. @ 1.00% P-70 = 27.4 L.F. 12" STO. @ 1.00% 12'(NWp759.75 SUMP=1.50' 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 P-66 = 6.0 L.F. 12" STO. @ 1.00% P-71 = PROP 8" WM RELAY 12`(SW)=760.11 DEPTH=4.50' �..-_ P-67 = 26.0 L.F. 12" STO. @ 1.00% P•72 = 24.3 L.F. 30" STO. @ 0.21% 15'(W)=759.49 -' /� _ ' T'-� EX. CL PROP. CL _ _ _ _ - P•68 = 26.6 L.F. 15' STO. @ 0.40% _ DEPTH=5.56' STORM INLET 1.7 STA. 21+98.45,45.3'Lr 763 STORM MH (5' DIA) W24 _ O-0 V 9 _ _ _ _ - - -. - -Vq J V-11 0 V-11 w-z3 - _____� 763 WATER MAIN FITTING STORM INLET 1.1 STA. 21+30.00, 18.0' LT RIM=763.03 12"(SE)=760.03 762 _ _ __-- 27 (N)=75690 MH (5' DIA) _ _-- -- _-- _-- _- - _ _-- _ --- - _ _ -_- """ 762 SCHEDULE RIM=76 .86 2:(E)= 59. SUMP-1.50' DEPTH1.50' 27 S =756 89 STA 21+79.62, 8.0' LT 6. RIM- 83. V-7 = 8' VALVE STA =22+00.0, 8.9 RT 12'(S)=760.17 761 ----_--R'(S)=7 ----- 12 (W)-759.76------- - -_-27" N-756.70 12'(E)=759.82 O' _ - --- _"- --- -- -- - ._.__. _... .. __.- _ - - _.. ._. -.-- - -- -- - 761 T-3 = 8" X 8'TEE STA=22+02.5, 8.0' RT SUMP=1.50' DEPTH=4.50' STORM INLET 1.8 DEPTH=5.42'27 15'(W)-756.81_ V-B = B' VALVE STA=22+02.5, 4.8' RT B-8 = 8' 45' BEND STA=22+02.5, 1.0 RT STA. 21+67.32, 37.9' LT RIM=E)=76 760 760 B-9 = 8' 45' BEND STA=22+02.5, 2.2' LT DEPTH=5.73' _ - - _ _ STORM INLET 1.2 12'(NE)=760.18 i - B-10 = 8" 11.25° BEND STA.=22+02.5, 10.2' LT 759 ---__. ---_- --_-- --0--_ --.-._ _. ._. .__ ..... ..... ..._.. .._ ___._ _____ __-. ______ -__- _.____ __:-:� _._..... _____._ -_ 759 B-11=8"45"BEND STA=21+99A.23.3'LT ( _ R2M5)SUMP-1.50' DEPTH'.50' 145.1 L.F. 27" ST O. @ 0.40 /° 49.6 L,F. 27" B-12 8' 45' BEND STA=21+98.8,' LT -760.04 758 �4.53'8 STO. / @ 0.40% 166.5 L.F. 27" STO. @ 0.25% } 7" 758 = V-10 - 8° VALVE STA=23+27.0, 8.0' RT RT T•4 = 8 X 8" TEE STA=23+29.3, 8.0' RT 285,$ L.F. 15" STO. @ 0.15% DEPTH V-12 = 8" VALVE STA=23+29.3, 10.9' RT 757 -- - 757 V-11 = 8' VALVE STA=23+31.5, 8.0' RT INLETI.0' STO1.3 $" WM RELAY• . V-9 = 8' VALVE STA=22+06.5, 8.0' RT . ; STA. 2M 1 LT 7s6 RIM-R6 _ .PROP. ; t, •, l', ,,.:.. .: ,. •.. ',.• ; •'.PROP. $" W. . LAY.:• ;. 7s6 ,2NLET 12"(N)=760.23 - . ,... ; is ; '::, .PROP 8 WM RELAY' '•' •' STA. 8" W.M. EL. (TOP) SUMP=1.50' 755 - - _.. ;.._ -- - ------ T-3 --- ---- ---- -= -------r-0---- - ---- - _ - - - - _ -- ---�- 755 DEPTH=4.50' -. 22+00.0 (V-7) 756.26 ! 754 - 754 22+06.5 (V-9) 756.25 POSE. GROUND CONDITION CHANGE STA 23+46.17, 8.0' LT - ' RIM=762.65 23+29.3 (V-10) 756.07 753 ...... ..._. .._- _.- -. _. __ _- .-.. ... _._ .... _- ___ ___---1F(N) 756.28 -- --- __ __ __ __ .. 753 23+29.3 (T-0) 756.07 --" 27"(S) 756.28 23+31.5 (V-11) 756.06 - 30 (E)=756.28 752 __ -_ - __ __ -1- -. - _--.. __- .-. __- ---DEPTH=5.62' - -- ---- __ __ _._ __ -- 752 751 270.7 L.F. 8" SAN. @ ----- ---- - 0.60% - --- --- - __ -_.... 751 MAIN CONNECTIONS 750 373.3 L.F. 8" SAN. @ 0.60% 7so CO.22 = CONN. EX. 15" STO. TO PROP. ITSTO. @ 759.5t - SANITARY MH 04 CO.23 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 755.1t STA. 21-92.75, 0.0' T CO.24 = CONN. EX. 8" YVM TO PROP. 8' WM 749 _... SD fi5 REFUSAL , RIM=763.31 8"(N)=750.52 _ ... 749 CO.25 = CONN. EX. 8" WM TO PROP. 8" WM ELEV. 747.5 .. - - -- 8"(S)=750.52 8"(W)=755.01 POSS, BEDROCK CO.26 = CONN. PROP. 30" STO. TO EX. MH @ 756.2t 748 748 8"(W)=750.52 22+00 22+50 23+00 23+50 24+00 24+50 20+50 21+00 21+50 8" (W) DROP=4.49' DEPTH=12.04' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY STORM &WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10/14/2025 O H 1 O STREET 1 20+09 RR SPIKE ON LIGHT POLE 16TH & OHIO 765.27 DESIGN ENGINEER SANANAT: MWN 9 23+14 RR SPIKE ON POWER POLE 1435 OHIO ST. 764.71 DESIGN ENGINEER STO: BAM FROM STA. 20+50 TO STA. 24+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 26-03 SHEET 23 OF 36 O N A I 1 1 1 I I I I OHIO STREET I I � � ,� . I I I I I I I � \ I I I I Z I PHONE vf w 1435A I 1 o I 1405A o o I o t o ro 1435 1431 1425i' } N }- 1421 1415 ��--{{}O-- 1411 + 1405 1401 0 �317 `4--J ` +`J 1307 ...-- �. t - O I v I I ( TYP ` - 1 ITYP. 2 V - \-�• , 1 RIED I EIECT W- v I' 50.00 ro n 5� 00 I 50.00 vu� - I vu� 50.00 : I v0.Q0' r 50.00', n \I I - 50 00' q o I 50.00 m - 73.80' mm v 6T.6D 61.60' __ \ ST ST __ - ST ST 1., ST -.,', ST ST I ___ -ST 1...z ,; - ST .- - _ - - 1P 0-7 p W32 ; ... .-, - - _ I-13 I P 80 � W P 73 - P-74 W 2� W-21 _ 8 ' P 82 � P 84 W3 285.E L.F. 15" STO. @ 0.15 % 76.5 L.F. 15" STO. @ OAS% - - _ 159.9 L.F. 15" STO. @ OA 0 % P-72 373.3 L.F. 8" SAN. - _ SAN @ 0.60% 0 5 385.9 L.F. 8" SAN. @ 0.60% V•11 CO-26 PROP. 8" WM RELAY- li a V-15 V-14 PRO S" WM RELAY D 1 8-17 \ --_ - - - - � AN. I� m P-78 A ' tP , I IP 0 IP \ 1 7P F FO ___ _'_ FO FO ... 50.00' I' _ o-" 60. Q "*� 50.00' ro 6T-. i= 50.00' o^ 50.00' ST _1 50.00' W-59 I-09 ST �` -.. a1 OOi t-. ST-( 56.00'_ '"' 92.40'Ir 11 � � _ VI16 6 H-2 � � w - CO-32 -- -" „n-.• � c: {� 1426 P. , KL 1422 .� o; 1418 .-� I _, of -i 1414 Vn 1406 _ � ,,. �o�� 140 B-13 i f:-`I � I .. p I %� - �m 1314 I �L 1,-O..,f 1310 �o � I - � i t bwr' __ _ o..-... i�i Mrs Z 'T5 U I N V N� V �+ I I U BURIED �-}{}� a Cb P-79 J3 {� W-31 C M} I W U �+ V .-+ IP y ,-_ U 1 ., c W T VI I Vl Vi I VI F.O. �}11 i' Imo/ w I vi I m ' w GAS I CO-27. 8-14 B-15 Z, ul I GAS --I- .._ \N Q I LINE B 16 '.` CO-28 I- I LINE I I � I Q S.S.C. 1+46.0 (TV) ro PIPE SEGMENTS STORM MH(5'DIA) W-31 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 STA. 26+92.84, 66.3' RT P-73 = 10.0 L.F. 12' STO. @ 1.00% RIM=761.77 P-74 = 26.0 L.F. 12' STO. @ 1.00% 30"(E)_756.80 DEPTH=4.23' 762 - _ - -- - .� �' �....,�. --- --...--- - _ ! r EX. CL PROP. CL L .,_., _ 762 P-75 = 42.6 L.F. 15" STO. @ 0.40% - - 1-- _ _ _ _.... _.._ P-76 = 5.3 L.F. 12° STO. @ 1.00% STORM MH (4' DIA) W-59 O 5 W-30 j W-26 - - - - _ _ �_ -... - P-77 = 26.7 L.F. 12" STO. @ 1.00% P-78 = PROP B" WM RELAY STA. 27+08.70. 34.6' RT RIM=760.92 761 _. _..I STORM MH (4' DIA) W-30 V-13 V-14 _ -.. ------------ _. 761 P-79 = PROP 6" WM RELAY 15"(W)--757.03 12"(N)=757.76 760 STA. 26+32.00, RIM=761.23 8.0' LT - - .-STORM WIN (4' DIA) W-26 760 - 12"(S)=757.50 15"(N)=756.71 STA. 27+08.45, 8.0' LT RIM=760.92 DEPTH=3.14' 759 __ __-_-_ ____ - 15"(S)=756.71 - _ ---1z'(w>=7s7s3 -__ _ _._ 15-(N)=756.82-_. ...... _ 759 WATER MAIN FITTING 12'(E)=7sz79 15"(S)=756.82 WE )=756.86 SCHEDULE STORM INLET 1.11 STA. 26+31.95, 18.0' LT 758 DEPTH=3.77' �'"` 58 - _ _ ' T-53 8'X8"TEE STA 26 898 80'RT -___ -___.-___--_ __-_-_-_ ___ _ ___ _:_ j _ 76.5 L F. 15" 5To. @ 0.15% ...DEPTH=3.35'____ - 159.9 L.F 15" STO - - - - - - @ 0.10% E)=1.03 285.8 L.F. 15" STO. 0.15% @�L 12' 12"(E)=758.03 757 - ___.. __ _ __. _ _ - _ ___. _- __ - - - _ _ _J ---- - -- -- _- --- - - -- -- -- --- -- --- -- - -- - -- - --- -- 757 V•15 = 8' VALVE STA: 26+89.8, 10.5' RT SUMP=1.50' T•6 = 8' X 6"TEE STA: 26+90.0, 45.8' RT DEPTH=4.50' V-16 = 6' VALVE STA=26+87.9, 45.8' RT 756 ---_ -_-- __-_ -_ -_. _'- -__ _, _ -- - _._ - __. __. ___ -__- __ -_. __. ___. ___- ____. __ 1 __ ____- ______.. - 756 = RANT STA=26+75.0.45.9'RT STORM INLET 1.12 - ' VE 47.5' RT STA. 26+32.13. 18.0' RT 755 . • ,: . , ._. _ _- - - _ _ -.- .. -- - - ._.__ _-- __. __ __- - _- 55 R 27 8' X 6L REDUCER STA.1, - _ =26+90.1, 48.9' RT _.•_- - ,-•., , .f •"- RIM=761.05 • . PROP. 8" INM RELAY'• •', • • - - •• `;•'. • . • , D 1 14 - 6° 45° BEND STA=27+09 0, 69.4' RT SUMP=1.50' 754 , L_ ......... ,.. ., .,•,. ,:•,,: ., .!PROP. B"WM RELAY •; •,.•; •.. •; •:. •; •.. •;.,,.,,:. 754 B-15= 6'45°BEND STA=27+09.0. 72.1'RT DEPTH=4.50' ! T-5 .•;•�.•;•..•;•:.•;•.. - ' • B-16 = 6° 45° BEND STA=27+09.0, 74.8' RT 753 i_ - .. _.. _ NS 753 V-14 = 8' VALVE STA=26+92.0, 8.0' RT STORM INLET 1.49 �'•"---.•.•-_ D-1 = DEFLECT STA=27+94.2, B.O' RT STA. 27+13.97. 34.6' RT (PEHISNL) RIM=760.82 12"(S)=757.82 752 POSS. GROUND 752 SUMP=1.50' / CONDITION CHANGE STA. 8" W.M. EL. (TOP) DEPTH=4.50' 751 ___.- --_-__ ___... ____._. ____ ..__ _.._ ....__ - L . ____- I. ___ -__ _____ _____ ___. __-_ _-_-__ ____ __. ____. - ------ ---- 751 POSS.BEDROCK 26+87.5 (V-13) 754.47 26+89.8 (T-5) 754.46 STORM INLET 1.50 750 - 750 26+92.0 (V-14) 754.45 STA. 26+81.97, 34.8' RT I 27+94.2 (DA) 754.02 RIM=760.77 749 ._. ._ 373.3 L.F. 8" SAN. @ ! _f-I_- _____- 0.60% -_..... ..._.... ____ _. ._ __._. _-_ ___ ___.... ____ ____. ....__ ___. __.... ... 749 SUMNP_'57077 DE PTH=4.50' 748 -_-__ _-_ - ------ _.--- --. _.----------- ._ __._ - .. ...}. ._. _. _.._ ... _... __.-._ --___ _____ ___. __._._ 748 SANITARY MIN 0.5 385.9 L.F. 8" gqN, @ 0.60% MAIN CONNECTIONS 747 ---- ---- ----- - ----- ---- _.._... __...STA. 25+66.00. 0.0' T _ -_ RIM=761.73 _.. _ ........ __..- _ .56 hd _ f2FFUSAI) _. 747 CO.27 = CONN. EX. 30" STO. TO PROP. 30' STO. @ 756.71 8 (N)=748.28 \ CO.28 = CONN. EX. 6" WM TO PROP. 6° WM 746 8'(S)=748.28 746 24+50 25+00 25+50 DEPTH=12.70' 26+00 26+50 27+00 27+50 28+00 28+50 88 DATUM BENCH MARKSDESCRIPTION DESIGN INFORMATION PLAN PLAN REVISIONS DESCRIPTION DATEI BY SANITARY, STORM, &WATER MAIN NO. STATION PT ONVD ELEV. DESIGN DATEP�N 2025 SUE FOR BID 10/114/2025 OH 10 STREET DESIGN ENGINEER SAN/WAT: MWN STA. 24+50 TO STA. 28+50 DESIGN ENGINEER STO: BAM IFROM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 1 20 4o CITY CONTRACT 26-03 SHEET 24 OF 36 I I I I I I _BUR_IED PHONE 1A5 I1411 1401401 �+ 4 Os T)_ Uy �40N� . - . , .TY50.�50.00' 73,80' viP 50 00' 3T IS . _.. 76.5 L.F. 15" STO. W SAW 385.9 L.F. 8" 1 50.00' 50 00 FS a>7 1 II N 1 `I ` •1 \ -- � ` 1 f\ OHIO STREET r ��v 0 96 (,�� 3�4 ��o 1 O 1 �( c6 A +� 1307 V o 1 W �.^ I �. \ BURIED W-33 , ELECTRIC \` a CO-34 3 / - �: SS SS 1\ rn '____157'60 \I 61.80 1\ - 29 IP 0-7 �. P W �2 80 8C.O1N8ST.IDROP ` , ;. _ ;. _ _� ` 1 \I i._L - . j• � 1 I :- � __-.-.- _ ::_ _ �+ wI2 EE W 2 nr:,. 159.9 L.F. 15" STO. @ 0.10 9RE._ . 29 100 P 81 R 3 , 3 nn., I - �_�... ._._ .I - - 31 --- --- - 3. 52 - s P-82 P-B4 CO-31 '� P-78 P-76 r -50IPP-77 J W-59 1119 ST V-16 T-6 i-2 I� R-2 V-17 B-13 iI 3 - o C ,) V ¢ -�¢- P-79 C M+ W W-31 vi .�y. V B-14 Z CO-27 B-15 W CO-2 CITY OF OSHKOSH, WISCONSIN ST` \ 56 00' al - 1 \ 1310 �o M} U I GAS LINE 1\ SANITARY MH O.7 STORM INLET 1.13 STA. 100+85.87, 970.8' LT STA 28+90.07, 18.3' LT RIM=759.96 RIM=759.85 12"(E)=746.03 12"(N)=756.85 24'(SW)=749.24 SUMP=1.50' 12"(SW)=746.03 DEPTH=4.5V DROP 12' (SW) = 3.21' DEPTH=13.18' SANITARY MH 0.8 STORM INLET 1-14 STA. 101+42.95, 982.8' LT STA 29+09.67, 17.9' RT RIM=759.90 RIM=759.46 8' (W)=746.85 12"(W)=756.46 8°(E)=746,85 SUMP=1.50' 12-(E)=750.06 DEPTH=4.5W DROP W (E) - 3.2V DEPTH=12.30' 28+00 760 759 758 757 756 755 754 753 752 751 750 749 748 747 746 745 8-17 P86 FO .q, o 0 -T-y- FO FO FO FO- ip BULKHEAD EX 1r ^ - -- CONCANEXh7H \ O- ST 1 r CONST DROP Wi 12XB TEE a 92.40' D_ ^ = w _ 1 _ � -�- CO 32 -- 145.27� Y--_ 1 CT t --- YJ wl IP TYP.O2 1 BURIED F.O. I ; I V \ Y \ ♦ 1 BM #10 \ �1�\ 1 _ 1\ ,., 1 ''-`-1 I 762.03 \ 28+50 29+00 29+50 30+00 STORM MH (4' DIA) W-21 W-21 W-32 - - V-18 6 - STA. 28+68.36, 8.0' LT- RIM=760.27 .. _. ..,. 15"(S)=756.98. DEPTH=2.54' 159.9 L.F. 15" 5T0. @ 0.10% P-80 .. ... i V-18 P-83 STORM MH (4' DIA) W-32 STA. 29+09.49. 18.4' LT _ RIM=759.88 12"(S)=756.65 °lE)=756.10._._...____.... , 12"(N)=756.38 DEPTH=3.03' CO-33 ?.? ,•, P-82,.• ' ___ B-17 ____ B-18-._-___ - C0.34 __ __. STORM M.8 (DIA) W-33.__ R. P OP. 8" WM RELAY''.;'•.•,•'.•;• __ ____... ..... _............. _. __ STA. 29+80.85. 47.0' LT RIM=759.52 12"(SE)=753.66 12'(N)=753.66 - - - - -- - DEPTH=5.11' SANITARY MH O.6 STA. 29+51.94, 0.0' LT _ RIM=760.12 10"(N)=745.96 8"(S)=745.98 12"(W)=745.96 8'(E)=746,63 DEPTH=13.41' 28+00 28+50 PLAN DESIGN INFORMATION DESIGN DATE SEPTEMBER 2025 DESIGN ENGINEER SAN/WAT: MWN DESIGN ENGINEER STO: BAM JAMES RABE, DIRECTOR OF PUBLIC WORKS 760 759 756 757 756 755 754 753 752 751 750 749 748 747 746 745 29+00 29+50 30+00 PLAN REVISIONS DESCRIPTION ISSUED FOR BID SCALE IN FEET: o 29 49 ■;Ji»yXH1714Zk&= P-80 = 19.4 L.F. 12" STO. @ 1.00% P-81 = 35.3 L.F. 12" STO. @ 1.00% P-82 = PROP 8" WM RELAY P-83 = 76.9 L.F. ITSTO. @ 1.00% P-84 = 28.4 L.F. 10"SAN. @ 0.40% P-85 = 21.2 L.F. 12" SAN. @ 0.30% P-86 = 37.1 L.F. B' SAN. @ 0.60 % 14'/eVi4; i!lrAI3j lh R[c SCHEDULE B-17 = 8" 45' BEND STA =29+07.7, 8.0' RT B-18 = 8" 45' BEND STA=29+24.0, 8.3' LT R-3 = 10" X B" REDUCER STA=29+26.9, 8.4' LT V-18 = 10" VALVE STA.=29+28.3, 8.9 LT STA. 8" W.M. EL. (TOP) 29-07.7 (B-17) 754.02 29+24.0 (B-18) 754.02 29+26.9 (R-3) 754.02 STA. 10" W.M. EL. (TOP) 29+28.3 (V-18) 754.02 MAIN CONNECTIONS CO.29 = CONN. EX. 12" STO. TO PROP. 12" STO. @ 753.6t CO-30 = CONN. EX. 24" SAN. TO PROP. 24" SAN. @ 749.4t CO.31 = CONN. EX. 10" SAN. TO PROP. 10' SAN. @ 745.9t CO.32 = CONN. EX. 12" SAN. TO PROP. 12" SAN. @ 750.1t CO.33 = CONN. EX. 10" WM TO PROP. 10" WM CO.34 = CONN. EX. 12" STO. TO PROP, 12" STO. @ 753.6t 0 DATE BY SANITARY STORM &WATER MAIN 10f14/2025 'OHIO STREET FROM STA. 28+50 TO W. SOUTH PARK AVE. CITY CONTRACT 26-03 SHEET 25 OF 36 LEAD i2 (N) II o c � v __ W d 1605A _la �', Q W a iP-0 Z O oio 1605 +� r I22 P-5 IP I iii 1527 I 1523 + + 1517 VY-38 P7 > ,� J a ,L - O �j O .. 90.90'cdro 3 TYP. 2O - .., ry R IP So.oD SD.DD' .+. I 1 M 1 CH 1 GAN IP IP -_ IP _ - --- - 8-19 P-14 P-7 B-21 P-15.. V-25 =-SAAP 111_.00... CO-3 _ - .. _. __ - -W-12 " P-13 - V-27 _. 1 W-11 .. _..._. __ P-10 _ - _ .____ P-6 _....._ �_,. P-17 W- CO-0 B 20 W 57 -; P 12 W 515 55 P 9 P.g B-22 CO_1 w W -P 16 _ I tot�> P-11 ._..___ _ _- CO 2 --__ .. ,.. , . ._ ._-__SS ._..._.. .___-__.$S_._ 1-00 tP R .. - P-18 1 39 W 58 I tPil iP S.C. 2+96.:0 N ULO I STREET V 29 + 91.46' o H-5 T-9 ( - "� 150.00' J V-28 I Z a TYP. t _ w IIL( nl o �y e ¢ 1524 a 00 n, � n I 1 a° W-02 0o I o a 0 r� 1-'0 GAS ` LINE !n Q W 2 M C o Vi I i it 'Ime I� S.C. 2+493--(�V)- 3 W O II _ _ _ _ _ _ _ - _ - _ - _ - J D V o_ O N N ED STORM MH (4' VIA) W-56 STA 107+52.54, 37.5' LT RIM=762.99 111+00 111+50 112+00 12'(E)=759.80 112+50 113+00 765 12°(W)=759.56 765 15°(S)=759.07 - - - "-' -' - W-12 PROP. CL 15° N -5 . 7 CIL 764 __ _ _ __ �, ' __ ,.. _DEPTH 3.17' _ -- - -__. .__ _. 764 W-57 _ V-27 - W-11 763 --- W-58 -- 763 STORM MH (4' DIA) W-58` 762 - - -- STA. 107+56.26, 51.1' LT 762 STORM107+52.29, RIM=762.98 SA. 377!6' RTI.57 x 15"(S)=759.00 761 RIM=763.61 X j 15"(1 761 15°(N)=759A5 DEPTH=3.23' 12°(E)=760.38 B-22 760 12"(W)=760.12--_ _..-.__. _ ._.. _._.. p_12 __ _. - __ _- - _. 760 DEPTH=3.41' p 9 p'8 759 _ 759 STORM MH (4- DIA) W-55 STA. 107+52.44, 8.0' LT 758 RIM=763.40 758 757 --___ _ __ CO-0 ,-,_-__ __- _ _•. '-•- __ R1 _.__ ... __ _. 15"(S) 759.22 -' -DEPTH 343 757 P-17 620 .,• P-6 756 ----- C ..-..,_.. , . ...._.._ -R B 21 __.__ -_------------ 756 1 755 -3 SANITARY MH W-11 755 P13 STA 107+44.41, 0.01T 1 RIM=763.53 --_8'(E)=754.29 754 SANITARY MH W'12 8"(S) 754.29 STA. 107+44,37, 31.1' RT DEPTH=BA9' 753 RIM=, 63.66 753 111+00 111+50 8"(N)=754.41 112+00 112+50 113+00 STORM MH (4' DIA) W-38 STORM INLET 1.22 15°(S)=754.41 STA. 106+89.42, 8.1' LT STA. 106+89.42, 15.9' RT DEPTH=8.50' STA. 6" W.M. EL. STA. 8" RIM=763.55 RIM=763.40 (TOP) W.M. EL. (TOP) 18"(W)=760.05 12"(N)=760.40 STORM INLET 1.40 107+52.0 (CONIC) 757.35 107+36.4 (R-i) 756.58 12"(N)=760.86 SUMP=1.50' STA 107+59.80. 37.6' RT 12'(S)=760.15 DEPTH=4.50' RIM=763.46 107+52.1 (6-20) 757.35 107+36.4 (V-26) 756.58 DEPTH=2.79 STORM INLET 1.38 12'(W)=760.46 107+35.4 (B-19) 756.58 107+36.4 (C-1) 756.58 STORM MH (4' DIA) W-42 STA. 107+29.02, 37.6' LT SUMP=1.50' 107+36.6 (8-21) 756.49 107+36.4 (V-27) 756.58 STA. 108+07.19, 8.0' LT RIM=762.79 DEPTH=4.50' 107+52.7 (8-22) 757.35 107+36.6 (R-0) 756.49 RIM=763.14 12'(E)=759.80 107+52.7 (CONN.) 757.35 18'(E)=759.28 SUMP=1.50' STORM INLET 1-41 DEPTH=3.11' DEPTH=4.5U STA. 107+28.80, 37.5' RT STORM INLET 1.21 STORM If I.39 RIM=763.35 STA. 106+89.42, 16.1' LT STA. 107+60.03, 37.5' LT 12"(E)=760.35 RIM=763.94 RIM=762.88 SUMP=1.50' 12"(S)=760.94 12"(W)=759.88 DEPTH=4.59 SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' } Z W , m eS OD N I -�-- ------ --- - - - - (i W ®� eh ry Ot .J I },"1 CAPPER y S.G v+26.2 (TV)W• N 1 V-30 u: T_10 0 N M P 22 P21 12'" 1 ( P IP ` \ I \ S.S.C. 0+59.7 (TV)50.00' I Fvao�i)- C - N � I - r + O TYR 1 V , vi 3[4" L� S.C. T 2+ 94'5 - - - - - - - - - - - - - J w I IIa � ry 121+00 121+50 122+00 P-5 = 24.0 L.F. 1T 6 1 O. @ 1.U0"/o P-6 Is PROP 6' WM RELAY P-7 = PROP 8" WM RELAY 761 P-8 = 14.1 L.F. W STO. @ 0.50 % P-9 = 29.5 L.F. 15" STO. @ 0.50 % P-10 = 23.5 L.F. 12" STO. @ 1.D0% 760 P-11 = 7.5 L.F. 12" STO. @ 1.00% P-12 = 45.6 L.F. 15" STO. @ 0.50% 759 P-13 = 31.1 L.F. 8" SAN. @ 0.40% P-14 = PROP 8° WM RELAY P-15 = 23.5 L.F. 12" STO. @ 1.00% 758 P-16 = 7.5 L.F. 12' STO. @ 1.00% P-17 = PROP 6" WM RELAY 757 P-18 = PROP 8' WM RELAY 756 WATER MAIN FITTING 755 SCHEDULE 754 V-24 = 8" VALVE STA=107+34.1, 8.0 RT C-1 = 8" X 8" CROSS STA=107+36.4, 8.0' RT 0.22 = 6" 45° BEND STA =107+52.7, 60.7' LT 753 B-21 = 6" 45° BEND STA =107+36.6, 43.2' LT RA = 8" X 6" REDUCER STA.=107+36.6, 41.6' LT 752 V-27 = 8° VALVE STA =107+36.4, 6.2' RT V-26 = 8" VALVE STA =107+36.4, 9.8' RT 751 ) 122+50 123+00 V_35_ PROP. CL W-43 ____ __--_. W-08 ._STORM MH (5' DIA) W-48 STA. 114+16.26, 42.5' LT RIM=761.04 18'(S)=757.09 12'(W)=757.62 12"(SE)=757.81 _--__.181N)=757.09 _ DEPTH=3.20' C0.8 P 27 =z STORM MH (4' DIA) W-49 STA. 114+17.01, 32.7' R STORM MH (4' DIA) W-43 i�.. < RIM=761.07 STA. 114+16.21, 8.0' LT 15"(N)=757.62 K RIM=751.17 18"(W)=755.85 12"(W)=757.73 18"(N)=757.34 12'(SE)=757.91__-- 15"(S)=757.34 ..._........DEPTH=3.5T DEPTH=2.70' I • P28'., B-24 P 31 •.' 8-23 _._.. __ 6-25 i P-24 • . __ _.. SANITARY MH W-9 STA 114+05A1, Off T R-1 = 8" X 6" REDUCER STA=107+36.4, 35.6' RT RIM-761.29 8.19 = 6" 45° BEND STA=107+36.4, 36.9' RT 121+00 121+50 122+00 10"(S)=751.& B-20 = 6" 45° BEND STA: 107+52.1, 50.6' RT SANITARY MH W-8 STORM INLET 1.25 STORM INLET 1.32 8°(W)=751.64 V-25 = 8" VALVE STA =107+39.2, 8.0' RT STA 114+46Y6, Off T STA. 113+68.05, 16.0' LT STA 114+21.55, 37.5' LT DEPTH=8.90' T-9 = 8' X 6" TEE STA =107+84.4, 8.0' RT RIM=761.28 RIM=761.06 RIM=760.89 V-29 = 6" VALVE STA=107+84A, 9.8' RT 8"(E)=752.59 12"(S)=758.06 12'(NW)=757.88 H•5 = HYDRANT STA=107+84.5, 20.7' RT DEPTH=Z93' SUMP=1.50' DEPTH=4.59 SUMP=1.50' DEPTH=4.50' V-28 = 8" VALVE STA: 107+86.9, 8.0' RT STORM MH (4' DIA) W-40 STA. 113+68.02. 8.0' LT STORM INLET I.26 STORM INLET 1.33 RIM=761.29 STA. 113+67.99, 16.0' RT STA. 114+21.20, 37.7' RT 18°(W)=757.04 RIM=761.53 RIM=760.98 18"(E)=757.04 12'(N)=758.53 12"(N1N)=757.98 12'(N)=757.98 SUMP=1.50' SUMP=1.50' 12"(S)=758.29 DEPTH=4.59 DEPTH=4.50' MAIN CONNECTIONS DEPTH=3.50' CO-1 = CONN. EX. 6" WA1 TO PROP. 6" WM STORM INLET 1.31 STORM INLET 1.34 CO-2 = CONN. EX. 15" STO. TO PROP. 15" STO. @ 759.03 STORM MH (4' DIA) W-45 STA. 113+89.55, 37.6' LT STA. 113+89.20, 37.6' RT CO-3 = CONN. EX. 15' SAN. TO PROP. 15" SAN. @ 754.5t STA. 114+85.00, 8.0' LT RIM=760.93 RIM=760.89 12"(E)=757.89 RIM=761.01 COA = CONN. EX. 6" WM TO PROP. 6" WM 21"(E)=756.86 SUMP=1.50' 12"(E)=758.01 SUMP=1.50' DEPTH=3.32' DEPTH=4.50' DEPTH=4.50' 761 760 759 758 757 756 755 754 753 752 751 122+50 123+00 15/-1.I ZKge] 21: 1=lot III L7:. L: CO-5 = CONN. EX. 12" WM TO PROP. 12" WM CO-6 = CONN. EX. 18" STO. TO PROP. 18" STO. @ 757.1t CO-7 = CONN. EX. 10" SAN. TO PROP. 10" SAN. @ 751.6t CO-B = CONN. EX. 15" STO. TO PROP. 15" STO. @ 757.6t CO-9 = CONN. EX. 12" WM TO PROP. 12" WM PIPE SEGMENTS P-21 = 8.0 L.F. 12' STO. @ 1.00% P-22 = 24.0 L.F. 12" STO. @ 1.00% P-23 = 48.2 L.F. 18" STO. @ 0.40% P.24 = PROP 12" WM RELAY P.25 = 34.6 L.F. 18" STO. @ 0.70 % P-26 = PROP 12" WM RELAY P-27 = 40.7 L F. 15" STO. @ 0.70% P-28 = PROP 12' WM RELAY P-29 = 28.2 L.F. W STO. @ 1.00% P-30 = 6.5 L.F. 12' STO. @ 1.00% P-31 = PROP 12' WM RELAY P-87 = 2T2 L.F. 12" STO. @ 1.00% P-88 = 7.3 L.F. 12' STO. @ 1.00 % WATER MAIN FITTING SCHEDULE V-30 = 8" VALVE STA: 113+50.3, 8.0' RT T-10 = 8" X 6" TEE STA: 113+52.0, 8.9 RT V-31 = 6' VALVE STA=113+52.0, 10.1' RT H-6 = HYDRANT STA =113+52.0, 23.7' RT V-32 = 8' VALVE STA.-113+94,2, 8.0' RT - + B•26 - 12 45 BEND STA.-- 114 27.7 69.0 LT B-25 = 12" 45° BEND STA=113+97.6, 44.8' LT V-35 = 12" VALVE STA.=113+97.4, 5.1' RT C-2 = 12' X 8" CROSS STA=113+97.4, 8.0' RT V-34 = 12" VALVE STA.=113+97,3, 10.3' RT B.23 = 12" 45° BEND STA: 113+97.2, 37.1' RT 8-24 = 12.45° BEND STA=114+22.2, 62A' RT V-33 = 8" VALVE STA: 114+00.3, BLURT STA. 12" W.M. EL. (TOP) 114+22.2 (CONN.) 752.81 114+22.2 (B-24) 752.81 113+97.2 (B-23) 754.60 113+97,3 (V-34) 755.00 113+97.4 (C-2) 755.00 113+97.4 (V-35) 755.00 113+97.6(B-25) 754.55 114+21.7 (B-26) 753.26 114+21.7 (CONN.) 753.26 NO. STATION BENCH MARKS-USGDESCRIPTIOND88DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY TIE-IN INTERSECTION DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10l14/2025 M I CH 1 GAN ST. & 1 OWA ST. DESIGN ENGINEER SANIWAT: MWN DESIGN ENGINEER STO: BAM zo 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 26-03 SHEET 26 OF 36 } W ---------- H g - ------- ------------ W� �x -- - - - - - -- - a - - 3 N I 1- 1 o � _ W Y/ Z o - Q a n + S.C. 0+51.9 O la H H iN i s S C Ot54.3 _ (N) S.C. 0+48; 3 4' ( LE 8 M a Z - SIZE?LEAD h O TYP. t- I "11�' u' w o+ i II W Il - ciC,�J � 3f4-L D J I� O �� N (3 w y W III N - L-�..... P-07 S.C. D+46.0 (TV) 109.06' vi GAS R p e`��o N M r N I R A I S C.• , 150.00' v'� v -T yy_99 P46 IF n Q N 1 LINE IF M 1 N N ESOTA ,D9.9D'=-� IP24 o� ARIZO NA _ 137 - 3 I 1-35 .. IP 'y+ ,' R IF ---------------------- 1 _ I _ - V-04 V-01 V-39 VA PROP° w .... W - _ - i-02 - I P 9 _ _ W- I I - CO-12 p-44 V-03 T12 _o 8" WM RELAY R-5,. 8 29 CO 1 ____ - _.4 -._ 1 _. __ __ _ - - - -W_ COCO-15 - - - - P-52 V-07 T-14 3 4" LEAD 131+00 P-46 W --, V-00 1 0 I B-27 P-40 - 1 +00 134 W-0 Ai414(� 00 -. P-53 CO 16 V-06 p-51 1 W-3 _ S.C.0+06.5 I (N) 143+00 376r CO-13 P-03 R W 6 - W S _- - T - - P-02 W-04 P39 CO 11 ' 1 SS SS _.. _- _ � _- _ _ W 54 I_ P-50 53 W `5 �. W-50 W-51 _ 1-3 _,-- _,-- IF l P R I IF � J �L� � F � I I _ CHS ____ __. _ STREET 1 S.C. 2+78.9 N STREET _-= + I� I - GAS _ (- TYP. �2 109.90' S.S.C. 0+27.8 (TV) asj 18s I - 0 I' ) .; �. o Z` N Z 150.00' I LINE \ H-9 V-09 V-50 T-13 S. 2+63.5 (N) 3�4" N W-06 � to rn °� I _ -I_ ( V-08 _ -� (LEAD I TVP. O I ,,� 3�4 (TV) N + SIZE. o 'l S.C. 2+35.1 (N- a III ,LFAD.2 C3 U) II _ - -- 335p LEAD - m v� I TYP. i---..� a N II J - - - - - - ---- - 1 N N - - - - -- --------- - - - --{ N g ______ ________ i �LL LL J --- N I SIZE? LEA I III u I I N, N I 131 760 759 758 757 756 755 754 753 752 751 750 749 -00 PIPE SEGMENTS 141+00 141+50 142+00 142+50 143+00 P-38 = PROP 6° WM RELAY 760 P-39 = 34.1 L.F. 18" STO. @ 0.66% 760 P-40 - 27.7 L.F. 12' STO. @ 1.00% 759 P-41 = 6.6 L.F. 12" STO. @ 1.00% P-42 = 54.2 L.F. 15" STO. @ 0.66% 759 P-43 = 40.3 L.F. 8" SAN. @ 0.50% 758 P44 = PROP 8" WM RELAY 758 P-45 = 17.1 L.F. 15. STO. @ 0.66% 757 P-46 = 32.0 L.F. 12" STO. @ 1.00% 757 756 WATER MAIN FITTING 756 755 SCHEDULE 755 V-39 = 8" VALVE STA=120+52.0, 8.V RT 754 B-30 = 6° 45° BEND STA.=120+55.1, 61.8' LT B•29 = 6° 45° BEND STA. 120+55.1, 59.6' LT 754 B-28 = 6° 22.5° BEND STA =120+55.1, 58.1' LT 753 13-27 = 6° 22.5° BEND STA=120+58.5, 49.0' LT 753 R-5 = e° X 6" REDUCER STA=120+58.5, 47.5' LT 752 V42 = 8' VALVE STA=120+56.3, 5.5' RT C•3 = 8' X 8" CROSS STA=120+56.3, 8.0' RT 752 V-41 = 8" VALVE STA=120+56.3, I ILU RT 751 H-8 = HYDRANT STA.=120+42.6, 46.8' RT 751 V-44 = 6° VALVE STA=120+54.1, 46.9' RT 750 T-12 = 8° X 6" TEE STA=120+56.1, 46.9' RT V-43 - 8° VALVE STA=120+56.1, 50.8' RT 750 V-40 = 8" VALVE STA=120+60.0, 8.0' RT 749 749 748 131+00 131+50 132+00 132+50 133+00 STORM MH (4' DIA) WA STORM MH (4' DIA) W46 STORM INLET 1.37 STA 120+7767 80'LT STA.121+2000 80'LT STA. 120+50.05 62.9'RT STA. 6" W.M. EL. (TOP) STA. 8" W.M. EL. (TOP) 747 76o PIPE SEGMENTS P47 = 8.0 L.F. 12' STO. @ 1.00% 759 P.48 = 24.0 L.F. 12" STO. @ 1.00% P-49 = 47.1 L.F. 21" STO. @ 0.65% 758 P-50 = 42.7 L.F. 15" STO. @ 0.75% P.51 = 43.1 L.F. 8SAN. @ 0.40% P.52 = PROP 8" WM RELAY 757 P.53 - 25.5 L.F. 12" STO. @ 1.00% 756 755 WATER MAIN FITTING 754 SCHEDULE V-45 = 8" VALVE STA =123+60.9, 8.0' RT 753 T-14 = 8° X 8" TEE STA.=123+63.9, 8.0' RT V-47 = 8° VALVE STA=123+63.9, 10.3' RT V-46 = 8" VALVE STA=123+66.6, 8.0' RT 752 751 V-50 = 8' VALVE STA.=124+13.0, 8.0' RT 750 T-13 = 8'X 6" TEE STA=124+15.2, 8.0' RT V-49 = 6" VALVE STA: 124+15.2, 10.3' RT 749 H-9 = HYDRANT STA.=124+15.2,23.0'RT V-48 = 8" VALVE STA. 124+17.3, 8.0' RT 748 747 RIM=760.34 RIM=760.27 RIM=759.87 141+00 141+50 142+00 142+50 143+00 STA. 8 W.M. EL. (TOP) 21"(W)=755.67 21'(E)=755.50 12'(E)=756.87 120+58.5 (B-27) 753.48 120+56.1 (CONN.) 754.49 STORM MH (4' DIA) W-39 STORM INLET 1.24 STORM INLET 143 123+64.1 (CONIC) 752.66 18°(N)=755.69 DEPTH=4.02' SUAIP=1.50' 120+55.1 (B-28) 753AB 120+56.1 (V-43) 754.49 STA. 123+34.27, 8.0' LT STA. 123+3421, 16.0' RT STA. 123+84.69, 34.6' RT 123+63.9 (V-47) 751.73 15°(S)=755.69 DEPTH=4.50' 120+55.1 (B-29) 753.48 120+56.1 (T-12) 754.49 RIM=758.85 RIM=758.78 RIM=758.44 DEPTH=3.92' 120+55.1 (B-30) 755.13 120+55.3 (V-41) 753.57 21"(W)=754.11 12°(N)=755.78 SUMP=1.50' 123+63.9 (T-14) 751.73 STORM INLET MH DIA) W-50 STORM INLET 1.35 STA. 120+50.54, 37.6 LT 120+55A (CONN.) 755.13 120+56.3 (C-3) 753.57 21" E =754.11 12•(N)=755.61 SUMP=1.50' DEPTH=4.50' DEPTH=4.50' MAIN CONNECTIONS STA. 120+g2.05, 63.0' RT RIM=759.81 120+55.3 (V-42) 753.57 12'(S)=755.53 CO.15 = CONN. EX. 8" WM TO PROP. 8° WM 5' N)= 56. 12-(E)=756.81 120,58.5 (R-5) 753.48 DEPTH=3.99' CO.16 = CONN. EX. 10" SAN. TO PROP. 10° SAN. @ 749.61 12"(W)=756.55 SUMP=1.50' 12°(S)=756.16 DEPTH=4.50' MAIN CONNECTIONS STORM INLET 1-23 STORM INLET 142 DEPTH=3.69' STA. 123+34,27, 16.0' LT STA. 123+58.69, 34.5' RT STORM MH (4' DIA) W-52 STORM INLET 1-36 CO-10 = CONN. EX. 6" WM TO PROP. 6" WM RIM=758.69 RIM=758.50 STA. 120+78.37, 46.2' RT STA. 120+82.51, 37.5' LT CO.11 = CONN. EX. 18" STO. TO PROP. 18" STO. @ 755.41 12'(S)=755.69 12°(E)=755.50 RIM=760.08 RIM=759.81 CO.12 - CONN. EX. 8" WM TO PROP. 8' WM 12"(NW)=756.81 SUMP=1.50' SUMP=1.50' 15"(N)=756.05 CO-13 = CONN. EX. B. SAN. TO PROP. 8" SAN. @ 750.91 SUMP=1.50' DEPTH=4.50' DEPTH=4.5V 15°(S)=756.05 C0.14 = CONN. EX. 12" STO. TO PROP. 12' STO. @ 756.21 DEPTH=4.50' DEPTH=3.28' BENCH MARKSVO 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY TIE-IN INTERSECTION NO. STATION DESCRIPTION-USG ELEV. DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10/14/2025 M 1 N N ESOTA ST. & ARIZO NA ST. 5 121+03 RR SPIKE ON LIGHT POLE 16TH R MINNESOTA 761.16 DESIGN ENGINEER SAN/WAT: MWN DESIGN ENGINEER STO: BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 6 20 4o CITY CONTRACT 26-03 SHEET 27 OF 36 0 DFP�- o n 0 ti 6 U 140.80' vi vI I (ABAN�) FLORIDA IP O IP l-, 17 .-- - - - 8-12 8-1 - -M M CO 24 P 71 a -it P-7O - (flENDYE 51 00 __. _ (RE"D'� - O CO-23 W-28 N S -' C0.22 P-68 p S o AVENU E t �� R, ti (Eo�EL N ; C y z 3`S Y4, r I o�o , I /10 Ar•I CD l ' S BURIED F.O. U + O i i w-z4 0 0 0 0 P-64P- ci 6 = 1-3vi �c V vl O IP I ^ P 65 N J U S. C 3�4 -__ - 3-, I 53 00 TYP.O- ,00 , N � h _ CaAS LINE 4 6 ` I y^781 ov) 51+00 51+50 EX. CL PROP. CL 52+00 52+50 53+00 PIPE SEGMENTS 763 762 761 760 759 758 757 756 755 754 753 752 751 750 -- ------ - --- - ----.. W-27 _ '0-4 V-8 -- J STORM MH IS' DIA) W-28... W_2g STA 21+73.55, 33.9' LT " RIM=763.23 _ 15"(E)=756.92 I _ 12"(NW)=759.75 12-(SW)=760.11 L- _ 15"(W)=759.49 DEPTH=5.56' / STORM MH (5' DIA) W-27 STA. 21+79.62, 8.0' LT RIM=763.18 P-68 I 27"(N)=756.70 27"(S)=756.70 CO-24 ,�_ B-12 12E4 _{- __ _. --_-_15'(W)=756.8Y--__ DEPTH=5.73' i B-8 CO-23 T3 B-9 SANITARY MH 0-4 STA. 21+92.75, 0.0' T RIM=763.31 W(N)=750.52 8'(S)=750.52 _... W(W)=755.01 8'(W)=750.52 __ ___._ ...__... .... __ .__._... ......._. ._.._. ... DROP W (W) = 4.49' ..__... DEPTH=12.04' P-64 = 6.0 L.F. 12' STO. @ 1.00% P-65 = 10.0 L.F. 12' STO. @ 1.00% 763 P-66 = 6.0 L.F. 12' STO. @ 1.00% P-67 = 26.0 L.F. 12, STO. @ 1.00% 762 P-60 = 26.6 L.F. 15" STO. @ 0.40% P-69 = 7.4 L.F. 12' STO. @ 1.00% P-70 = 27.4 L.F. 12' STO. @ 1.00% 761 P-71 = PROP 8" WM RELAY 760 WATER MAIN FITTING 759 SCHEDULE V-7 - 8" VALVE STA =22+00.0, 8.0' RT 758 T-3 = 8" X 8" TEE STA =22+02.5, 8.0 RT V-8 = 8" VALVE STA=22+02.5, 4.8' RT B-8 = 8" 45' BEND STA=22+02.5, 1.0' RT 757 B-9 = 8" 45° BEND STA: 22+02.5, 2.2' LT 8.10 = 8" 11.25' BEND STA =22+02.5, 10.2' LT 756 8.11 = 8" 45° BEND STA =21+99.4, 23.3' LT B-12 = 8" 45° BEND STA =21+98.8, 25.8' LT V-9 = 8" VALVE STA=22+06.5, 8.0 RT 755 754 STA. 8" W.M. EL. (TOP) 21+96.1 (CONN.) 757.35 753 21+98.8 (B-12) 757.34 21+99.4 (B-11) 755.06 752 22+02.5 (B-10) 755.06 22+02.5 (B-9) 755.06 22+02.5 (B-8) 756.26 751 22+02.5 (V-8) 756.26 750 22+02.5 (T-3) 756.26 51+00 51+50 52+00 52+50 53+00 STORM MH (5- DIA) W-24 STORM INLET 1.1 STORM INLET 1.2 STORM INLET 1.3 STORM INLET 1.4 STORM INLET 1.7 STORM INLET 1.8 STA. 21+30.00, 8.0' LT STA. 21+30.00, 18.0' LT STA 21+30.00. 18.V RT STA. 21+24.00, 18.0' LT STA. 21+24.00, 18.0' RT STA. 21+98.45, 45.3' LT STA 21+67.32, 37.9' LT RIM=763.06 RIM=762.86 RIh1=763.07 RIM=763.23 RIM=763.10 RIM=763.03 RIM=763.18 27"(N)=756.90 12"(E)=759.86 12'(W)=760.08 12'(N)=760.23 12-(N)=760.10 12'(SE)=760.03 12'(NE)=760A 8 27"(S)=756.89 12"(S)=760.17 12'(S)=760.04 SUMP=1.50' SUMP=1.50' SUMP=1.50' SUMP=t.50' 12"(W)=759.76 SUMP=1.59 SUMP=1.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.5U DEPTH=4.5U MAIN CONNECTIONS =759.82 DEPTH=4.50' DEPTH=4.53' CO.22 = CONN. EX. 15" STO. TO PROP. 15' STO. @ 759.5t DEPTH=5.42' DEPT CO.23 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 755.1t CO.24 = CONN. EX. 8' WM TO PROP. B' WM BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2025 9 23+14 RR SPIKE ON POWER POLE 1435 OHIO ST. 764.71 DESIGN ENGINEER SAN/WAT: MWN DESIGN ENGINEER STO: BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS GAS LINE ---------T CL w 3 t- r o LL' 3it 4��LEAD . IL p H _ A W--- + I 546 a o S.C. 3+3s.7 fNl '= F IP ` W "o 3/4 LEAD O w/ ,.._`N ti0 N LJ 81.28' _vi 50.00ii� vi 1 -- �Id N U) IT W. 15TH 3 '� P-72 Fs1 `. ;�.. W 23 ., Z_: J o S- SSA .. SS SS 4 ( 00 OD 00 NV �P \ V-11 S.C. 3+66 8 tvi, T-0 V-12 M M M } - 1. �. V-10 R ' TVP. 1 @ .. IP �a BM#9 AVENUE �© 3/ + lAl2 764.71 - - e � ' i 4' LA gI }0 0 o +6.9 0oS.C. 03 o N oo M. N ' N n 47 p" I + N N + + iYP.O2 N ; N1.. UU V V Z W Vi V) Vi vi N N y vi vi a `I BURIED I '.N M I�..� F.O. 60+50 61+00 61+50 62+00 765 764 763 762 761 760 759 758 757 756 755 754 753 EX. CL r PROP. CL r J W43 - 1 _ STORM MH (6' DIA) W-23 STA. 23+46.17, 8.9 LT ----RIM=762.65 15"(N)=756.28 27"(S)=756.28 30'(E)=756.28 DEPTH=5.62' 25 ------------ 765 PIPE SEGMENTS 764 P-72 = 24.3 L.F. 30" STO. @ 0.21% 763 762 WATER MAIN FITTING SCHEDULE 761 V-10 = 8" VALVE STA.=23+27.0, 8.0' RT T-4 = 8' X 8" TEE STA: 23+29.3, 8.0' RT 760 V-12 = 8' VALVE STA=23+29.3, 10.9' RT V-11 = 8' VALVE STA=23+31.5, SORT 759 758 STA. 8" W.M. EL. (TOP) 757 23+29.3 (T-4) 756.07 756 23+29.3 (V-12) 756.12 23+29.2 (CONN.) 756.54 755 MAIN CONNECTIONS 754 CO.25 = CONN. EX. 8" WM TO PROP. 8" WM 753 CO.26 = CONN. PROP. 30" STO. TO EX. MH @ 756.2t 60+50 61+00 61+50 62+00 PLAN REVISIONS DESCRIPTION DATE BY UTILITY TIE-IN INTERSECTION ISSUED FORBID 10/14/2025 FLORIDA AVE. & W. 15TH AVE. 20 4o SCALE IN FEET: 9 CITY CONTRACT 26-03 SHEET 28 OF 36 S.C. 3/4" LEADI S.C. 0+67.0 (TV) � O N , o I h-;i o d W m � u: 0o - Z 3' LEAD 0 (TV) I r-' , 129.50' -- 1BURIED F.O. - - - r -F° E W. 14TH 8-,6 - M ABAN.) P-79 72-' R ..... -._ .. W-31 _ � _- :-_..._- ____... 73:t�S0 . _ . _ .. ._.__ .-_.-._.. _810R- i,.. CONST. DROP P-78 T-6 V-17 B 13 CO-27 SS-:�. 5 V-16 R-2 $S .. - -- _. - - W/24'X12'TEE -_. ' ... NYS - IP AVENUE -- � -_ , I H2- -- 0 LINE I�pg s 55.00' \ 6 40' B 129.80' Icl 0 1 ! J ` ;�. O 11 rrni� 603 � 113 IP +M U I I IP i � .-- ---- I ---- - ----� h /4" LEAD I CO-33 ( 4 " 1-14 _9 M _ I IP l 4 / 11L{_ O-8 ,. dye 83 0 6 CO-32 O ' CONST DROP 58-- AVENUE BB 13=EAD EX I2' CONC. IN EX NIH 42.60 I iI 44.50' I Z 40.00' I Z 555 + I + 551 1'• 555A o o GAS LINE C U Vi I (3 vi _i S.Ct o„ PER I v W.. BURIED F.O. I I I 70+50 71+00 71+50 72+00 81+50 82+00 82+50 PIPE SEGMENTS _ - EX CL PROP. CL P•73 = 10.0 L.F. 12" STO. @ 1.00% STORM MH (4- DIA) W-21 O-6 EX. CL r PROP. CL 762 \ ---.- - -=----------• 762 P-74 = 26.0 L.F. 12" STO. @ 1.00% STA. 28+68.36, 8.0' LT 760 -_-- --- " ' - -�- 0-8__ 760 - -`- --�- -------- W31 P-75=42.6 L.F. 15"STO. @0.40% RI-S)=7 6.98 W3315( O7 761 -______- W-26 __-.-- ---.__ -_ - - V-15 -. ... ._._ V-17 .___ _. .. _.__ ..._.... 761 P-76 = 5.3 L.F. 12" STO. @ 1.00% DEPTH=2.54' 759 __-_- ._._. __..... _ _ I _ ___._ - _. 759 SANITARY MH O-8 W-59 P-7T = 26.7 LF, 12" STO. @ 1.00% STA. 101+42.95, 982.8' LT PIPE SEGMENTS P-78=PROP 8"WM RELAY RIM=759.90 760 - 760 P-79 = PROP 6" WM RELAY STORM MH (4' DIA) W32 75B ---- ---- --- --- ---- - - -------- 758 8'(W)=746.85 P•80 = 19.4 L.F. 12' STO. @ 1.00% STA. 29+09.49, 18.4' LT 8'(E)=746.85 P•81 = 36.3 L.F. 12" STO. @ 1.00% RIM=759.88 12°(E)=750.06 p.82 =PROP 8" WM RELAY 759 - 759 1212 "(E)=756.56 ,65 10 757 757 B.(E) DROP = 3.21' P-83 = 76.9 L.F. 12' STO. @ 1.00% DEPTH=12.30' / WATER MAIN FITTING 12-(N)=756.38 P-85 = 21.2 L.F. 12" SAN. @ 0.40% 756 - CO-27 - 758 DEPT)H7303' 756 , - 756 P-85 = 21.2 L.F. 12" BAN. @ 0.30% P-75 SCHEDULE P-86 = 37.1 L.F. 8" SAN. @ 0.60% 757 -- - - - - 757 V-13 = 8" VALVE STA: 26+87.5, 8.0' RT STORM MH (4' DIA) W-33 755 ---- - ---- - --- - --- - -, -- --- - ------ 755 T-5 = 8^ X 8" TEE STA =26+89.8, 8.0' RT STA. 29+80.85, 47.0' LT STORM MH (4' DIA) W-26 B-16 CO-28 - - 756 V-15 = B' VALVE STA=26+89.8, 10.5' RT RIM=759.52 754 CO-29 - - - 754 WATER MAIN FITTING 756 STA.27+08.45,8.0'LT T•6 = 8"X6"TEE STA=26+90.0,45.8'RT 12"(S)=755.61 RIM=760.92 R-2 B 14 V•16 = 6" VALVE STA=26+87.9, 45.8' RT 12'(SE)-753.66 SCHEDULE 755 15"(N)=756.82 15°(S)=756 82 P-79 . , 755 H-2 = HYDRANT STA=26+75.0, 45.9' RT 12"(N)=753.66 DEPTH=5.11' 753 - -- - --- - - 753 B-17 = 8° 45° BEND STA=29+07.7, 8.0' RT 15°(E)=756.86 P-78 Q B-15 V-17 = 8" VALVE STA.=26+90.1, 47.5' RT B-18 = 8° 45° BEND STA.=29+24.0, 8.3' LT 754 DEPTH 3 35' - -- ----- -- -- ' ' _'-•----- T _ B 13 6 ___-STORM MH (5' DIA) W31 -- 754 R-2 = 8" X 6" REDUCER STA,=26+90.1, 48.9' RT 752 ---- -- { -- -- --- - 752 R-3 = 10" X 8° REDUCER STA=29+26.9, 8.4' LT T-5 STA. 261.77 , 66.3' RT B-13 = 6° 45' BEND STA=26+90.1, 50.8' RT STORM INLET 1.13 STA. 18.T LT V-18 = 10" VALVE STA=29+28.3, 8.5' LT 753 _-.. --- ."- STORM MH (4' DIA) W.59 RIM=76,.77 STA. 27+08.70, 34.6' RT _ ---- -� -- 753 8-14 = 6° 45' BEND STA=27+09,0, 69.4' RT 28+90.07. RIM=759.85 751 ______ ___ _ _ __ I ---- - ---- {(- - - - -- --- 751 RIM=760.92 15"(W)=757.03 DEP H74 23' RT 6" 12^(N)=756.85 SUMP-1.50' CO-30 U X CO-3 V-14 = VALVENBTAT26+92.0, 8,07RT DEPTH-4.50' 752 _._ _.. __ ____12"(Np75776 iz^(s)=7s7so --- 752 750 750 DEPTH=3.14' STA. 6.. W.M. EL. (TOP) CONST. DROP W/12'X8"TEE 751 _..___ ____ _____ _.____ ____ _____ _..._. _..-.. -__- 751 STORM INLET 1.14 749 - _ - --- 749 26+90.1 (BA3) 755.08 STA. 29+09.67, 17.9' RT coNST. DROP 27+09.0(B-14) 755.08 RIM=759.46 W/24'X1r rEE 750 750 27+09,0 B-15 755.08 112"DE(W)=7.50'6 746 - - - 748 70+50 71+00 71+50 72+00 27+09.0 8-16 756.58 SUMP-1.50' 27+09.0 (CONN.) 756.58 747 P-86 747 STORM MH (4' DIA) W-30 STORM INLET 1.11 STORM INLET 1.12 STORM INLET 1-49 STORM INLET ISO p-g5 STA. 26+32.00, 8.0' LT STA. 26+31.95, 18.0' LT STA 26+32.13, 18.9 RT STA. 27+13.97, 34.6' RT STA. 26+81.97, 34.8' RT STA. 8°' W.M. EL. (TOP) RIM=761.23 RIM=761.03 RIM=761.05 RIM=760.82 RIM=760.77 746 746 15'(N)=756.71 12-(E)=758.03 12^(W)=758.05 12-(S)=757.82 12-(N)=757.77 26+89.8 (T-5) 754.46 15°(S)=756.71 SUMP=1.50' SUMP=1.50' SUMP=1.50' SUMP=1.50' 26+89.8 (V-15) 754.46 745 745 12-(W)=757.93 12-(E)=757.79 DEPTH=4.59 DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' 26+90.0 (T-6) 755.17 81+50 SANITARY MH 0.7 82+00 SANITARY MH 0.6 82+50 MAIN CONNECTIONS DEPTH=3.77' 26+90.1 (V-17) 755.17 STA 100+85.87, 970.8' LT RIM=759.96 STA. 29+51.94, 0.0' LT RIM=760.12 CO.29 = CONN. EX. 12" STO. TO PROP. 12' STO. @ 753.61 MAIN CONNECTIONS 26+90.1 (R-2) 755.08 12"(E)=746.03 10"(N)=745.96 CO.30 = CONN. EX. 24" SAN. TO PROP. 24" SAN. @ 749.4i 24"(SW)=749.24 8"(S)=745.96 CO.31 = CONN. EX. 10" SAN. TO PROP. IO' SAN. @ 745.9t CO.27 = CONN. EX. 30" STO. TO PROP. 30" STO. @ 756.7i 12°(SW)=746.03 12"(W)=745.96 CO.32 = CONN. EX. 12" SAN. TO PROP. 12' SAN. @ 750.1± CO.28 = CONN. EX. 6' WM TO PROP. 6' WM DEPTH=13.18' 8'(E)=746.63 CO-33 = CONN. EX. 10" WM TO PROP. 10' WM DEPTH=13.41' CO.34 = CONN. EX. 12" STO. TO PROP. 12' STO. @ 753.6t BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY TIE-IN INTERSECTION NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2025 ISSUED FOR BID 10/14/2025 10 29+97 HYDRANT TAGBOLT @ OHIO&SOUTH PARK 762.03 14TH AVE. & W. SOUTHPARK AVE■ DESIGN ENGINEER SAN/WAT:MWN . DESIGN ENGINEER STO: BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 26-03 SHEET 29 OF 36 i i Z 544A Z O N 544 + c+v 1! 51.35' W. SOUTH PARK BM #10 762.03 - NVS NVS M NVS M NVS - -A95 =-..n I M' "- _O 0 _ �o SS _ _ SS _ ss V E N SS p_1 �' PB- PBA __— I P P-0 �'-- - -- P3 R SANIT P-10 F OF CONDUIT'. ' RL8-5 I Z / Z 50.00' / 55.00� I 0 7�?40 154. _ P-8 I r r r —6 I—,5 3 LF. 0 3 CONDUIT P8. m ' 3 42.00' I qqI 44.50' � I Z 40.00' P-5 i I o �o rn co, / P-2 I / TC-1 f - � I + 615 I + 61 1 + 603 Le-2 I - RLB c I 555 n I w 551 + + N I l I O _ 0 0 I n' ti 555A U / U / U / U _� I ' I \I l y I I 1 U U U vN cn rn cn GAS U U vi N LINE N I c3 I I ) • 0 >5.1 ov) PER � I I I BURIED F.O. I r r r— _ — _ — _ — _ — MAIN CONNECTIONS STRUCTURES PIPE SEGMENTS CO.1 = CONN. EX. 3" CONDUIT TO PROP. 3" CONDUIT PB-1 -24' PULL BOX- STA, 81+50.82, 27.1' RT P-1 = 6.1 L.F. OF 3" CONDUIT CO.2 = CONN. EX. 3" CONDUIT TO PROP. 3" CONDUIT PB-2 - 24" PULL BOX- STA 81+61.82, 45.1' RT P-2 = 6.1 L.F. OF 3° CONDUIT CO.3 = CONN. EX. 3" CONDUIT TO PROP. 3" CONDUIT PB-3 - 24" PULL BOX- STA 82+19.94, 41.1' RT P.3 - 5.4 L.F. OF 3° CONDUIT CO.4 = CONN. EX. 3" CONDUIT TO PROP. 3" CONDUIT PB-4 - 24" PULL BOX - STA. 82+43.60, 26.3' RT P-4 = 5.8 L.F. OF 3° CONDUIT LB-1 - TYPE 2 BASE - STA. 81+44.93, 28.8' RT P.5 = 4.5 L.F. OF 3° CONDUIT L8.2 - TYPE 2 BASE - STA. 81+63.92, 50.9' RT P-6 = 4.7 L.F. OF 3° CONDUIT LIB-3 - TYPE 2 BASE - STA. 82+12.81, 36.6' RT P-7 = 35.0 L.F. OF 3" CONDUIT LB-4 - TYPE 2 BASE - STA. 82+37,97, 27.9' RT P-8 = 37.3 L.F. OF 3° CONDUIT TC-1 - TYPE 9 BASE - STA. 82+15.56, 41.2' RT THE SCOPE OF THE WORK SHALL INCLUDE ALL UNDERGROUND CONDUIT AND PULL BOXES; UNLESS OTHERWISE NOTED ELECTRICAL DESIGN IS ONLY AN APPROXIMATION OF LOCATION. CONTACT PAN LABUDA"STYMIE^ FOR FIELD PLACEMENT. (379.1127) SON 80 PVC SHALL BE INSTALLED UNDER ALL ROAD PAVEMENT SC" 40 PVC MAY BE INSTALLED WHEN NOT UNDER ROAD PAVEMENT FINISHED GRADE FOR COMMUNICATION VAULT 6 PULL BOX SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER BENCH MARKS- US S AVD 88 DATUM --- PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS W■ SOUTH PARK AVE. & OH10 ST. NO. STATION DESIGN DATE SEPTEMBER2025 ISSUED FOR BID 10/14/2025 10 29+97 HYDRANTTAGBOLT OHI08SOUTHPARK 762.03 DESIGN ENGINEER SAN/WAT: MINN DESIGN ENGINEER STO: BAM 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 26-03 SHEET 30 OF 36 BID ITEM 5130 BID ITEM 5262 BID ITEM 5356 BID ITEM 5372 3" SCH 40 #10 WIRE # 14 SINGLE PAIR #14 21 CONDUCTOR START END PVC CONDUIT GREEN WITH SHIELD CABLE STREET STRUCTURE STRUCTURE L.F. L.F. L.F L.F. S. PARK & OHIO TC-1 LB-3 5.5 25.0 25.0 25.0 S. PARK & OHIO TC-1 PB-3 10.0 25.0 50.0 50.0 S. PARK & OHIO PB-3 PB-4 70.0 50.0 85.0 85.0 S. PARK & OHIO PB-4 LB-4 6.0 20.0 20.0 40.0 S. PARK & OHIO PB-4 CO 3 & 4 75.0 65.0 130.0 130.0 S. PARK & OHIO TC-1 PB-2 108.0 70.0 140.0 140.0 S. PARK & OHIO PB-2 LB-2 7.0 30.0 60.0 60.0 S. PARK & OHIO PB-2 PB-1 46.0 60.0 120.0 120.0 S. PARK & OHIO PB-1 CO 1 & 2 104.0 70.0 70.0 140.0 S. PARK & OHIO PB-1 LB-1 6.0 18.0 18.0 36.0 SOUTH PARK & OHIO 437.5 1 433.0 1 718.0 1 826.0 UNDISTRIBUTED 12.5 17.0 32.0 24.0 CONTRACT TOTALS 450.0 450.0 750.0 850.0 BID ITEM 5181 CONNECTTO EX. CONDUIT CONNECTIONS CO-1 1 CO-2 i CO-3 1 CO-4 1 UNDISTRIBUTED 1 CONTRACT TOTALS 5 BID ITEM 5027 REMOVE CONCRETE BASE RLB-1 1 RLB-2 1 RLB-3 1 RLB-4 1 RLB-5 1 UNDISTRIBUTED 1 CONTRACT TOTALS 6 BID ITEM 5016 BID ITEM 5025 BID ITEM 5421 BID ITEM 5424 BID ITEM 5430 BID ITEM 5434 BID ITEM 5436 BID ITEM 5438 BID ITEM 5440 BID ITEM 5502 BID ITEM 5509 PULL BOX ADJUST INSTALL CITY SUPPLIED INSTALL CITY SUPPLIED INSTALL CITY SUPPLIED INSTALL CITY SUPPLIED INSTALL CITY SUPPLIED INSTALL CITY SUPPLIED INSTALL CITY SUPPLIED INSTALL INSTALL 24" X 36" PULL BOX 13' SIGNAL POLE 20' SIGNAL POLE 20' TROMBONE ARM 3 SECTION SIGNAL HEAD 5 SECTION SIGNAL HEAD PEDESTRIAN SIGNAL HEAD PED. PUSH BUTTON TYPE 2 BASE TYPE 9 BASE WITH PEDESTAL WITH T-BASE WITH BACKPLATE & LEDs WITH BACKPLATE AND LEDs WITH COUNTDOWN MODULE STRUCTURE EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH PB-1 1 1 PB-2 1 1 PB-3 1 1 PBA 1 1 LB-1 1 2 1 1 1 LB-2 1 1 1 1 1 1 LB-3 1 2 1 1 1 LB-4 1 1 1 1 1 1 TC-1 1 SOUTH PARK & OHIO 4 4 2 2 2 5 1 4 4 4 1 UNDISTRIBUTED 1 1 0 0 0 0 0 0 0 0 0 CONTRACT TOTALS 5 5 2 2 1 2 5 1 4 4 4 1 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER PLAN REVISIONS I DESCRIPTION ( DATE I BY i ELECTRICAL QUANTITIES ISSUED FOR BID 10/14/2025 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 26-03 SHEET 31 OF 36 BID NUMBER 1050 1011 1021 1051 1100 1110 1120 1200 1220 1301 1303 1313 1334 1340 1350 BID ITEM MOBILIZATION CLEARING GRUBBING Business Access Plan and Signage REMOVING PAVEMENT REMOVING CURB & GUTTER REMOVING CONC/ASPH SW & DWY EXCAVATION EXCAVATION SPECIAL (PAVING) 7" CONCRETE PAVEMENT W/ 5" CABC 7" CONCRETE PAVEMENT HES W/ 5" CABC 8" CONCRETE PAVEMENT HES W/ 6" CABC CONCRETE PAVEMENT GAPS CRUSHED AGGREGATE BASE COURSE PAVEMENT TIES UNITS LS INCH DIA INCH DIA EACH SQ YD LF SQ FT CU YD TON SQ YD SQ YD SQ YD EACH TONS EACH STREET NAME OHIO STREET 0.4 146.0 146.0 1.0 8,240.2 0.0 27,165.4 2,185.7 323.4 6,883.3 529.2 805.0 1.0 323.4 39.7 W. 16TH AVENUE 0.6 403.0 403.0 1.0 1,484.8 4,800.0 44,084.6 3,694.3 1 546.E 9,116.7 1,470.8 0.0 1.0 546.6 11.3 CONTRACT TOTAL 1.0 549.0 549.0 2.0 9,725.0 4,800.0 71,250.0 5,880.0 1 870.0 16,000.0 2,000.0 805.0 2.0 870.0 51.0 BID NUMBER 1352 1354 1360 1370 1372 1380 1390 1410 1440 1460 1500 1510 1514 1530 1540 DRILLED ADJUST COLD WEATHER UP -CHARGE FOR LATE 12" RADIUS 30" CURB AND 4" CONCRETE 6" CONCRETE 6" CONCRETE CURB RAMP BID ITEM DRILLED DOWEL BARS MANHOLES TURF RESTORE COVERING SEASON COLD CURB WITH 6" GUTTER, 7" SIDEWALK SIDEWALK SW/DWY/ SW/DWY/ 6" CONCRETE DETECTABLE DOWEL BARS 1" 1.25" AND INLETS RESTORATION GRAVEL DWY (CONC WEATHER CABC WITH 5" CABC CURB WITH 3" CABC RAMP WITH 3" RAMP (HES) STEP WARNING FIELD PAV'T)-SINGLE CONC PAV'T CABC WITH 3" CABC VISQUINE UNITS EACH EACH EACH SQ YD SQ YD SQ YD CU YD LF LF LF SQ FT SQ FT SQ FT SQ FT SQ FT STREET NAME OHIO STREET 28.2 101.4 46.0 3,326.4 10.7 806.5 160.8 316.6 19.5 156.2 14,015.5 9,143.4 2,953.7 527.4 180.0 W. 16TH AVENUE 105.8 26.6 71.0 5,623.6 54.3 1,038.5 204.2 646.4 20.5 128.8 20,234.5 18,356.6 3,006.3 732.6 280.0 CONTRACT TOTAL 134.0 128.0 117.0 8,950.0 65.0 1,845.0 365.0 963.0 40.0 285.0 34,250.0 27,500.0 5,960.0 1,260.0 460.0 BID NUMBER 1550 1560 1580 1582 1590 1600 1650 1651 1652 1700 1710 1900 1911 1916 1917 1918 N0.4 DRILLED N0.4 COLD COLD UP -CHARGE LOCATE REPLACE SAWING ASPHALTIC REINFORCING SIDEWALK TIE WEATHER WEATHER FOR LATE FURNISH AND EXISTING REPLACE EXISTING SAWING CONCRETE 4" ASPHALTIC 4" ASPHALTIC 2" ASPHALTIC COLD BID ITEM RODS, EPDXY BARS, EPDXY COVERING COVERING SEASON COLD INSTALL TREE PROPERTY SECTION PROPERTY EXISTING PAVEMENT TACK COAT TRANSITION LT SURFACE LT SURFACE LT WEATHER COATED COATED (SIDEWALK) -SIN (SIDEWALK) -DO WEATHER MONUMENT CORNER MONUMENT PAVEMENT FULL DEPTH WITH 10" CABC WITH 6" CABC WITH 6" CABC PAVING GLE VISQUINE UBLE VISQUINE SIDEWALK UP -CHARGE UNITS LF EACH SQ FT SQ FT CU YD EACH EACH EACH EACH LF LF GAL SQ YD SQ YD SQ YD SQ YD STREET NAME OHIO STREET 4,413.8 253.5 2,611.7 2,611.7 40.1 22.0 24.5 1.0 24.5 670.5 347.1 14.3 143.9 66.5 25.0 20.7 W. 16TH AVENUE 7,086.2 436.5 4,14B.3 4,148.3 64.9 32.0 28.5 0.0 28.5 1,164.5 217.9 25.7 261.1 118.5 25.0 37.3 CONTRACT TOTAL 11,500.0 690.0 6,760.0 6,760.0 105.0 54.0 53.0 1.0 53.0 1,835.0 565.0 40.0 405.0 185.0 50.0 58.0 PLAN DESIGN INFORMATION DESIGN DATE SEPTEMBER 2025 SURVEYOR DESIGN ENGINEER PLAN REVISIONS DESCRIPTION DATE BY ISSUED FOR BID 10/14/2025 PAVING QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: j CITY CONTRACT 26-03 SHEET 32 OF 36 BID ITEM 2002-10" STORM SEWER STREET START ISTRUCTURE STRUCTURE LENGEND TH W. i6TH AVENUE I MAIN STUB 43.0 OHIOSTREETTOTAL 43.0 UNDISTRIBUTED 2.0 BID ITEM 2002 TOTAL 45.0 BID ITEM 2003-12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH OHIO STREET W-24 1-1 10.0 OHIO STREET W-24 1-2 26.0 OHIO STREET W-25 1-5 10.0 OHIO STREET W-25 1-6 26.0 OHIO STREET W-28 1-7 27.4 OHIO STREET W-28 1-8 7.4 OHIO STREET W-29 1-10 10.0 OHIO STREET W-29 1-9 26.0 OHIO STREET 1-1 1-3 6.0 OHIO STREET 1-2 1-4 6.0 OHIO STREET W-30 1-11 10.0 OHIO STREET W-30 1-12 26.0 OHIO STREET W-32 1-13 19.4 OHIO STREET W-32 1-14 36.3 OHIO STREET W-32 W-33 76.9 OHIO STREET W-33 CO-29 5.1 OHIO STREET W-33 CO-34 6.5 OHIO STREET W-59 1-49 5.3 OHIO STREET I W-59 1-50 26.7 OHIOSTREETTOTAL 367.0 W. 16TH AVENUE W-34 1-15 8.0 W. 16TH AVENUE W-34 1-16 24.0 W. 16TH AVENUE W-36 1-17 8.0 W. 16TH AVENUE W-36 1-18 24.0 W. 16TH AVENUE W-38 1-21 8.0 W. 16TH AVENUE W-38 1-22 24.0 W. 16TH AVENUE W-39 1-23 8.0 W. 16TH AVENUE W-39 1-24 24.0 W. 16TH AVENUE W-40 1-25 8.0 W. 16TH AVENUE W-40 1-26 24.0 W.16THAVENUE W-47 1-19 6.0 W. 16TH AVENUE W-47 1-20 28.9 W. 16TH AVENUE 1-15 1-27 6.0 W. 16TH AVENUE W-41 1-29 8.0 W. 16TH AVENUE W-41 1-30 24.0 W.16THAVENUE 1-16 6.0 W. 16TH AVENUE W-4827.2 W. 16TH AVENUE W-487.3 W. 16TH AVENUE W-496.5 N13 W. 16TH AVENUE W-4928.2 W.16THAVENUE W-5127.7 W. 16TH AVENUE W-516.6 W. 16TH AVENUE W-50 1-37 32.0 W.16TH AVENUE W-54 1-42 25.5 W. 16TH AVENUE W-50 CO-14 9.2 W. 16TH AVENUE W-56 1-39 7.5 W. 16TH AVENUE W-56 1-38 23.5 W. 16TH AVENUE W-57 1-40 7.5 W. 16TH AVENUE W-57 1-41 23.5 W. 16TH AVENUE W-35 1-44 8.0 W. 16TH AVENUE W-35 1-45 24.0 W.16THAVENUE 1-45 1-48 6.0 W. 16TH AVENUE 1-44 1-47 6.0 W. 16TH AVENUE TOTAL 515.2 UNDISTRIBUTED 8 15.8 BID ITEM 2003 TOTAL ;5 BID ITEM 2006-15" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH OHIO STREET W-21 W-26 159.9 OHIO STREET W-26 W-30 76.5 OHIO STREET W-27 W-28 26.6 OHIO STREET W-28 CO-22 7.3 OHIO STREET W-30 W-23 285.8 OHIO STREET W-59 W-26 42.6 OHIO STREET TOTAL 598.7 W. 16TH AVENUE W-43 W-49 40.7 W. 16TH AVENUE W-44 W-52 54.2 W. 16TH AVENUE W-49 CO-8 10.4 W. 16TH AVENUE W-52 W-50 17.1 W.16THAVENUE W-53 W-54 42.7 W. 16TH AVENUE W-55 W-56 29.5 W. 16TH AVENUE W-57 W-55 45.6 W. 16TH AVENUE I W-56 j W-58 14.1 W.16THAVENUE I W-58 CO-2 4.9 W. 16TH AVENUE TOTAL 259.3 UNDISTRIBUTED 17.1 BID ITEM 2006 TOTAL 875.0 BID ITEM 2009-18" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH OHIO STREET I W-25 I W-22 231.0 OHIO STREETTOTAL 231.0 W. 16TH AVENUE W-35 W-60 250.3 W. 16TH AVENUE W-42 W-41 207.8 W. 16TH AVENUE W-40 W-43 48.2 W.16THAVENUE W-41 W-40 353.0 W. 16TH AVENUE W-35 W-20 42.6 W. 16TH AVENUE W-43 W-48 34.6 W. 16TH AVENUE W-44 W-51 34.1 W. 16TH AVENUE W-48 CO-6 5.8 W. 16TH AVENUE W-51 CO-11 12.9 W. 16TH AVENUE W-60 W-38 304.4 W. 16TH AVENUE TOTAL 1293.7 UNDISTRIBUTED 25.3 BID ITEM 2009 TOTAL 1550.0 BID ITEM 2012-21" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. 16TH AVENUE W-34 W-36 325.0 W. 16TH AVENUE W-36 W-44 132.7 W.16THAVENUE W-37 W-47 58.2 W.16THAVENUE W-39 W-53 47.1 W. 16TH AVENUE W-45 W-34 135.0 W. 16TH AVENUE W-46 W-39 214.3 W. 16TH AVENUE W-53 W-37 234.6 W.16THAVENUE W-47 CO-17 6.8 W. 16TH AVENUE TOTAL 1153.7 UNDISTRIBUTED 26.3 BID ITEM 2012 TOTAL 1180.0 BID ITEM 2018-27" STORM SEWER STREET_ START STRUCTURE END STRUCTURE LENGTH OHIO STREET W-23 W-27 161.1 OHIO STREET W-20 W-29 44.1 OHIO STREET W-24 W-20 140.1 OHIO STREET W-27 W-24 44.6 OHIO STREET W-29 W-61 200.8 OHIO STREET IW-61 IW-25 238.0 OHIOSTREETTOTAL 828.7 UNDISTRIBUTED 21.3 BID ITEM 2018 TOTAL 850.0 BID ITEM 2021-30" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH OHIO STREET W-23 CO-26 21.3 OHIO STREET W-31 CO-27 3.1 OHIOSTREETTOTAL 24.4 UNDISTRIBUTED 5.6 BID ITEM 2021 TOTAL 30.0 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER BID ITEM 2201 BID ITEM 2202 BID ITEM 2203 BID ITEM 2213 STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM INLET (4- DIA) (5- DIA) (6- DIA) MANHOLE (4' DIA) STREET NUMBER V.F. V.F. V.F. V.F. OHIO STREET W-20 5.38 OHIO STREET W-21 2.54 OHIO STREET W-22 2.79 OHIO STREET W-23 5.62 OHIO STREET W-24 5.42 OHIO STREET W-25 3.73 OHIO STREET W-26 3.35 OHIO STREET W-27 5.73 OHIO STREET W-28 5.56 OHIO STREET W-29 5.24 OHIO STREET W-30 3.77 OHIO STREET W-31 4.23 OHIO STREET W-32 3.03 OHIO STREET W-33 5.11 OHIO STREET W-59 3.14 OHIO STREET W-61 5.09 OHIOSTREETTOTAL 23.73 40.38 5.62 0.00 W. 16TH AVENUE W-34 3.00 W.16THAVENUE W-35 4.74 W. 16TH AVENUE W-36 3.55 W. 16TH AVENUE W-37 3.54 W. 16TH AVENUE W-38 2.75 W. 16TH AVENUE W-39 3.99 W. 16TH AVENUE W-40 3.50 W. 16TH AVENUE W-41 3.16 W. 16TH AVENUE W-42 3.11 W. 16TH AVENUE W-43 3.57 W. 16TH AVENUE W-44 3.92 W. 16TH AVENUE W-45 3.32 W. 16TH AVENUE W-46 4.02 W. 16TH AVENUE W-47 3.49 W. 16TH AVENUE W-48 3.20 W, 16TH AVENUE W-49 2.70 W. 16TH AVENUE W-50 3.69 W. 16TH AVENUE W-51 3.68 W. 16TH AVENUE W-52 3.28 W. 16TH AVENUE W-53 3.97 W. 16TH AVENUE W-54 4.33 W. 16TH AVENUE W-55 3.43 W. 16TH AVENUE W-56 3.17 W. 16TH AVENUE W-57 3.41 W. 16TH AVENUE W-58 3.23 W. 16TH AVENUE I W-60 4.59 W. 16TH AVE TOTAL 77.15 7.17 0.00 8.02 UNDISTRIBUTED 1.12 1.45 0.38 0.98 CONTRACTTOTALS 102.00 49.00 6.00 9.00 PLAN REVISIONS DESCRIPTION ISSUED FOR BID DATE I BY 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 OHIO STREET 1-1 1 1 OHIO STREET 1-2 1 OHIO STREET 1-3 1 OHIO STREET 1-4 1 OHIO STREET 1-5 1 OHIO STREET 1-6 1 OHIO STREET 1-7 1 OHIO STREET 1-8 1- OHIO STREET 1-9 1 OHIO STREET 1-10 1 OHIO STREET 1-11 1 OHIO STREET 1-12 1 OHIO STREET 1-13 1 OHIO STREET 1-14 1 OHIO STREET 1-49 1 OHIO STREET 1-50 1 OHIOSTREETTOTAL 0 16 W.16THAVENUE 1-15 1 W.16THAVENUE 1-16 1 W. 16TH AVENUE 1-17 1 W. 16TH AVENUE 1-18 1 W. 16TH AVENUE 1-19 1 W. 16TH AVENUE 1-20 1 W. 16TH AVENUE 1-21 1 W.16THAVENUE 1-22 1 W.16THAVENUE 1-23 1 W.16THAVENUE 1-24 1 W. 16TH AVENUE 1-25 1 W.16THAVENUE 1-26 1 W. 16TH AVENUE 1-27 1 W. 16TH AVENUE 1-28 1 W. 16TH AVENUE 1-29 1 W. 16TH AVENUE 1-30 1 W. 16TH AVENUE 1-31 1 W. 16TH AVENUE 1-32 1 W. 16TH AVENUE 1-33 1 W.16THAVENUE 1-34 1 W.16THAVENUE 1-35 1 W.16THAVENUE 1-36 1 W.16THAVENUE 1-37 1 W. 16TH AVENUE 1-38 1 W. 16TH AVENUE 1-39 1 W. 16TH AVENUE 1-40 1 W. 16TH AVENUE 1.41 1 W. 16TH AVENUE 1-42 1 W. 16TH AVENUE 1-44 1 W. 16TH AVENUE 1-45 1 W. 16TH AVENUE 1-47 1 W. 16TH AVENUE 1-48 1 W. 16TH AVENUE TOTAL 0 32 UNDISTRIBUTED 2 2 CONTRACTTOTALS 2 50 STORM QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 26-03 SHEET 33A OF 36 BID ITEM 2508 BID ITEM 2510 BID ITEM 2512 BID ITEM 2516 BID ITEM 2518 BID ITEM 2524 TYPE "D" MODIFIED SEDIMENT REMOVAL TRACKING STONE 12-INCH CIA DEWATERING INLET PROTECTION TYPE "D" MODIFIED PAD BAGS SEDIMENT LOGS TANK STREET FROM TO SHEET EACH EACH EACH EACH L.F. EACH OHIO STREET W.17TH AVENUE STA.16+50 6 6 11 OHIO STREET STA.16+50 STA.20+50 4 4 11 OHIO STREET STA.20+50 STA.24+50 11 10 1 8 OHIO STREET STA.24+50 STA.28+50 6 6 14 OHIO STREET STA. 28+00 SOUTH PARK AVENUE 6 6 2 OHIO STREETTOTAL 33 32 0 46 0 0 W. 16TH AVENUE OHIO STREET STA.105+00 6 6 11 W. 16TH AVENUE STA.105+00 STA.109+00 9 8 7 W. 16TH AVENUE STA.109+00 STA.113+00 4 2 17 W. 16TH AVENUE STA.113+00 STA.117+00 14 12 8 W. 16TH AVENUE STA.117+00 STA.121+00 12 12 12 W. 16TH AVENUE STA.121+00 STA.125+00 7 7 13 W. 16TH AVENUE STA.125+00 OREGON STREET 8 6 5 W. 16TH AVENUE TOTAL 60 53 0 73 0 0 UNDISTRIBUTED 3 3 2 11 100 2 CONTRACTTOTALS 96 88 2 130 100 2 BID ITEM 2810 BID ITEM 2812 ABANDON STORM REMOVE STORM MH'S & INLETS MH'S & INLETS STREET MH# STA. OFFSET EACH EACH OHIO STREET 13-362 17+83.71 RT 1 OHIO STREET 13-1083 19+44.26 RT 1 OHIO STREET 1-204 19+40.41 LT 1 OHIO STREET 13-347 21+72.06 RT 1 OHIO STREET 13-3018 21+50.10 LT 1 OHIO STREET 13-3017 22+01.25 LT 1 OHIO STREET 13-1085 23+00.67 RT 1 OHIO STREET 1-216 23+23.00 LT 1 OHIO STREET 13-345 23+25.93 RT 1 OHIO STREET U-150052 23+87.02 RT 1 OHIO STREET 1-213 23+44.00 LT 1 OHIO STREET 13-342 26+44.51 RT 1 OHIO STREET 13-341 26+92.61 RT 1 OHIO STREET TOTAL 4 9 W. 16TH AVENUE 13-798 104+62.00 RT 1 W. 16TH AVENUE 1-201 101+79.47 RT 1 W. 16TH AVENUE 1-200 101+81.45 LT 1 W. 16TH AVENUE 1-218 107+10.63 LT 1 W.16THAVENUE 1-220 107+26.83 RT 1 W. 16TH AVENUE 1-219 107+61.96 RT 1 W. 16TH AVENUE 1-222 110+62.31 LT 1 W. 16TH AVENUE 1-221 110+64.64 RT 1 W.16THAVENUE 1-229 116+79.00 LT 1 W.16THAVENUE 1-227 116+79.00 RT 1 W. 16TH AVENUE 09-549 120+27.65 RT 1 W. 16TH AVENUE 09-550 120+30.59 LT 1 W. 16TH AVENUE 09-440 120+50.28 RT 1 W. 16TH AVENUE 09-439 120+82.35 RT 1 W.16THAVENUE 09-560 123+47.92 LT 1 W.16TH AVENUE 09-559 123+48.75 RT 1 W. 16TH AVENUE 09-562 123+89.40 RT 1 W. 16TH AVENUE 09-717 126+56.96 RT 1 W. 16TH AVENUE TOTAL 8 10 UNDISTRIBUTED 2 2 CONTRACTTOTALS 14 21 88 BID ITEM 2950 EXCAVATION SPECIAL (STORM) STREET NUMBER STA. OFFSET TONS UNDISTRIBUTED 15o CONTRACTTOTALS 150 BID ITEM 2750 EXCAVATION ROCK (STORM) STREET NUMBER STA. OFFSET CY UNDISTRIBUTED 100 CONTRACTTOTALS 100 BID ITEM 2914 STORM SEWER U.L.O. STREET STA. OFFSET EACH UNDISTRIBUTED 4 CONTRACTTOTALS 4 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER PLAN REVISIONS BID ITEM 2800 BID ITEM 2802 BID ITEM 2804 ABANDON 8" -12" ABANDON 15" & LARGER REMOVE 30" & SMALLER STORM SEWER STORM SEWER STORM SEWER STREET FROM STA. TO STA. OFFSET L.F. L.F. L.F. OHIO STREET 12+30.75 12+38.76 RT 8.0 OHIO STREET 17+53.33 17+83.71 LT 43.3 OHIO STREET 17+83.71 19+44.26 RT 160.6 OHIO STREET 19+44.26 19+68.59 RT 24.4 OHIO STREET 19+40.41 19+68.59 LT 44.8 OHIO STREET 19+68.59 20+08.01 RT 39.4 OHIO STREET 20+08.01 21+72.06 RT 164.0 OHIO STREET 21+72.06 21+78.46 RT 29.2 OHIO STREET 21+50.10 21+78.46 LT 29.0 OHIO STREET 21+78.46 22+01.25 LT 32.2 OHIO STREET 21+72.05 22+16.88 RT 44.8 OHIO STREET 22+16.88 23+00.67 RT 83.8 OHIO STREET 23+00.67 23+46.17 RT 45.6 OHIO STREET 23+23.00 23+27.00 LT 34.1 OHIO STREET 23+87.02 26+66.86 RT 279.8 OHIO STREET 26+43.00 26+43.00 LT 35.6 OHIO STREET 26+66.86 26+92.61 RT 25.7 OHIO STREET 26+92.00 26+92.00 RT 30.0 OHIO STREET 26+92.00 26+92.00 RT 14.0 OHIO STREET 29+11.00 29+40.00 RT 36.9 OHIO STREET TOTAL 78.9 726.2 400.1 W. 16TH AVENUE 101+76.66 101+79.47 RT 4.9 W. 16TH AVENUE 101+76.66 101+81.45 LT 24.2 W. 16TH AVENUE 104+62.00 104+74.00 RT 22.7 W. 16TH AVENUE 107+10.63 107+26.83 LT 36.3 W.16THAVENUE 107+26.83 107+56.01 RT 33.3 W. 16TH AVENUE 107+55.00 107+61.00 RT 16.5 W. 16TH AVENUE 107+56.01 107+56.01 RT 54.7 W. 16TH AVENUE 110+62.31 110+63.46 LT 8.6 W. 16TH AVENUE 110+64.64 110+63.46 RT 19.1 W. 16TH AVENUE 116+79.00 116+82.00 LT 17.8 W. 16TH AVENUE 116+79.00 116+82.00 RT 10.4 W. 16TH AVENUE 120+27,65 120+35.87 RT 14.7 W.16THAVENUE 120+30.59 120+35.87 LT 20.2 W.16THAVENUE 120+50.00 120+81.00 RT 32.1 W. 16TH AVENUE 120+82.35 120+78.62 RT 35.7 W. 16TH AVENUE 123+47.92 123+87.08 LT 42.7 W. 16TH AVENUE 123+48.75 123+87.08 RT 40.0 W. 16TH AVENUE 123+89.40 123+87.08 RT 14.2 W. 16TH AVENUE 126+56.96 126+73.98 RT 22.0 W. 16TH AVENUE TOTAL 107.7 22.0 340.4 UNDISTRIBUTED 18.4 31.8 29.5 CONTRACTTOTAL 205.0 780.0 770.0 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 OHIO STREET CO-22 21+73.23 LT 1 OHIO STREET CO-26 23+46.21 RT 1 OHIO STREET CO-27 26+92.50 RT 1 OHIO STREET CO-29 29+80.85 LT 1 OHIO STREET I CO-34 1 29+80.85 LT 1 OHIO STREET TOTAL 4 0 1 0 W.16THAVENUE CO-2 107+56.09 LT 1 W. 16TH AVENUE CO-6 114+16.16 LT 1 W. 16TH AVENUE CO-8 114+17.08 RT 1 W. 16TH AVENUE CO-11 120+78.76 LT 1 W. 16TH AVENUE CO-14 120+82.17 RT 1 W. 16TH AVENUE CO-17 126+76.23 LT 1 W. 16TH AVENUE TOTAL 6 0 0 0 UNDISTRIBUTED 2 2 2 5 CONTRACTTOTALS 12 2 3 5 DESCRIPTION ISSUED FOR BID DATE BY 10/14/2025 STORM QUANTITIES 20 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 CITY CONTRACT 26-03 SHEET 33B OF 36 BID ITEM 3000 - B" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH W 16TH AVE CO-18 W-1 4.2 W 16TH AVE W-4 W-2 76.4 W 16TH AVE W-2 W-3 236.9 W i6TH AVE W-3 WA 43.1 W 16TH AVE W-3 W-5 3D4.2 W 16TH AVE W-5 W-6 40.3 W 16TH AVE W-6 CO-13 10.8 W 16TH AVE W-5 W-7 328.1 W 16TH AVE W-7 W-8 292.7 W 16TH AVE W-9 W-10 332.9 W 16TH AVE W-10 W-11 328.1 W 16TH AVE W-11 W-12 31.1 W 16TH AVE W-11 W-13 281.5 W 16TH AVE W-13 W-14 259.2 OHIO STREET CO-21 0-1 365.7 OHIOSTREET 0-6 0-8 37.1 OHIOSTREET 0-6 0-5 385,9 OHIO STREET 0-5 OA 373.3 OHIO STREET CA 0-3 270.7 STREET O-4 CO.23 21.2 MO OHI0 STREET 0-3 O1 285.3 UNDISTRIBUTED 11.3 BID ITEM 3000 TOTALS 4320.0 BID ITEM 3002 - 10" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH W 16TH AVE W-4 CO-16 9.5 W i6TH AVE CO-7 W-9 9.9 OHIO STREET CO-31 0-6 28.4 UNDISTRIBUTED 2.2 BID ITEM 3002 TOTALS 50.0 BID ITEM 3004 -12" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH OHIO STREET 0-8 CO-32 8.6 OHIO STREET 0-6 0-7 21.2 UNDISTRIBUTED 5.2 BID ITEM 3004 TOTALS 35.0 BID ITEM 3006.15" SANITARY SEWER STREET START STRUCTURE ENDSTRUCTURE LENGTH W 16TH AVE W-12 CO-3 46.7 UNDISTRIBUTED 3.3 BID ITEM 3006 TOTALS 50.0 BID ITEM 3012 - 24" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH OHIOSTREET 1 0-7 CO-30 9.4 UNDISTRIBUTED 5.6 BID ITEM 3012 TOTALS 15.0 -USGS BID ITEM 3060 BID ITEM 3064 BID ITEM 3100 BID ITEM 3114 BID ITEM 3118 BID ITEM 3119 8" SANITARY 12" SANITARY (4' DIA) CHIMNEY SEAL FLEX UTILITY SEALANT KIT FLEX UTILITY SEALANT EXTENSION DROP DROP SANITARY MANHOLE EXTERNAL MANHOLE INTERNAL INTERNAL STREET NUMBER V.F. V.F. V.F. EACH EACH EACH W 16TH AVE W-1 8.79 1.00 W 16TH AVE W-2 8.98 1.00 W 16TH AVE W-3 10.0 1.00 W 16TH AVE W-4 9.85 1.00 W 16TH AVE W-5 10.4 1.00 W 16TH AVE W-6 9.82 1.00 W 16TH AVE W-7 9.05 1.00 W 16TH AVE W-8 7.94 1.00 W 16TH AVE W-9 8.90 1.00 W 16TH AVE W-10 8.70 1.00 W 16TH AVE W-11 8.49 1.00 W 16TH AVE W-12 8.49 1.00 W 16TH AVE W-13 8.28 1.00 W 16TH AVE W-14 6.52 1.00 W 16TH AVE TOTAL 0.00 0.00 124.21 14.00 0.00 0.00 OHIOSTREET 0-1 8.67 1.00 OHIO STREET 0-6 13.41 1.00 OHIOSTREET 0-8 3.21 12.30 1.00 OHIO STREET 0-7 3.21 13.18 1.00 OHIO STREET 0-5 12.70 1.00 OHIO STREET 0-4 4.49 12.04 1.00 OHIO STREET 0-3 10.96 1.00 OHIOSTREET 1 0-2 10.52 1.00 OHIO STREET TOTAL 7.70 3.21 93.78 8.00 0.00 UNDISTRIBUTED TOTALS 2.3 1.79 2.01 0.00 5.00 5.00 CONTRACT TOTALS 10.00 5.00 220.00 22.00 5.00 5.00 BID ITEM 3700 CLOSED CIRCUIT TELEVISING LINEAR FOOT 4470.0 BID ITEM 3710 PUSH CAM TELEVISING E.A. 5.0 BID ITEM 3892 EXCAVATION SPECIAL SANITARY TON UNDISTRIBUTED 40 CONTRACTTOTAL 40.0 BID ITEM 3800 BID ITEM 3806 BID ITEM 3818 ABANDON ABANDON 12" ABAN.30" SANITARY MH'S SANITARY SEWER SANITARY SEWER STREET STA/MH STA OFFSET EACH L.F. L.F. W 16TH AVENUE 09-217 124+04.6 6.4 LT 1 W 16TH AVENUE 09-193 121+03.4 7.9 LT 1 W 16TH AVENUE 09-192 117+51.1 7.0 LT 1 W 16TH AVENUE 09-456 114+46 6.6 LT I 1 W 16TH AVENUE 124+04.6 126+55 6.4 LT 281.4 W 16TH AVENUE 121+03.4 124+04.6 7.9 LT 301.2 W 16TH AVENUE 117+51 120+30 6.8 LT 279.0 W 16TH AVENUE 114+46 117+51 6.8 LT 305 OHIO STREET 16+05 1 16+35 C/L 30.0 W 16TH AVENUE TOTALS 4.0 30.0 1166.6 UNDISTRIBUTED TOTAL 0.0 0.0 3.4 CONTRACTTOTAL 1 4.0 130.0 1 1170.0 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER U.L.O. BID ITEM 3890 DESCRIPTION STREET STATION OFFSET EACH LATERALSTATUS OHIOSTREET 1 19+27.0 LT 1.0 UNDISTRIBUTED 2.0 BID ITEM 3890 TOTALS 3.0 BID ITEM 3300 BID ITEM 3302 BID ITEM 3304 BID ITEM 3306 BID ITEM 3312 BID ITEM 3330 CONNECTTO CONNECTTO CONNECTTO CONNECTTO CONNECTTO CONCRETE EXIST. B" MAIN EXIST. 10" MAIN EXIST. 12" MAIN EXIST. 15" MAIN EXIST. 24" MAIN COLLAR STREET NUMBER STA. OFFSET EACH EACH EACH EACH EACH EACH W 16TH AVE CO-18 126+88.9 6.5 LT 1.0 W 16TH AVE CO-16 123+72.3 52.7 RT 1.0 W 16TH AVE CO-13 120+67.5 52.5 RT 1.0 W 16TH AVE CO-7 114+05.4 9.9 RT 1.0 W 16TH AVE CO-3 107+44.2 77.8 RT 1.0 W. 16TH AVENUE TOTAL 2.0 2.0 0.0 1.0 0.0 0.0 OHIO STREET CO-21 12+36A 0.2 LT 1.0 OHIO STREET CO-23 21+88A 20.5 LT 1.0 OHIO STREET CO-31 29+81.1 C/L 1.0 OHIO STREET CO-32 29+62.1 44.5 RT 1.0 OHIO STREET CO-30 29+41.7 24.8 LT 1.0 OHIO STREET 2.0 1.0 1.0 0.0 1.0 0.0 UNDISTRIBUTED TOTAL 0.0 0.0 0.0 0.0 0.0 2.0 CONTRACTTOTAL 4.0 3.0 1.0 1.0 1.0 2.0 BID ITEM 3854 REMOVAL OF SANITARY SEWER STREET STA STA OFFSET LF W 16TH AVENUE 120+30 121+05 7.7 LT 75.0 W 16TH AVENUE 107+44.0 107+75 RT 40.0 OHIO STREET 29+46.4 29+73.0 LT 27.0 OHIO STREET 29+59.0 29+73.0 RT 31.0 W 16TH AVENUE TOTAL 173.0 UNDISTRIBUTED TOTAL 27.0 CONTRACT TOTAL 200.0 BID ITEM 3601 ROCK EXCAVATION STREET STA. STA. LINEAR TRENCH FOOT OHIO STREET 18+00 20+00 200 OHIO STREET 23+50 27+50 400 W 16TH AVE 120+00 122+50 250 UNDISTRIBUTED CONTRACT TOTALS 850.0 PLAN REVISIONS DESCRIPTION 3SUED FOR BID DATE BID ITEM 3852 REMOVAL OF SANITARY MH STREET MH STA OFFSET EA W. 16TH AVENUE 09-193 121+03 7.7 LT 1 W. 16TH AVENUE 09-435 120+68.0 7.5 LT 1 W. 16TH AVENUE 1 09-217 1 142+05.0 6.5 LT 1 W 16TH AVENUE TOTAL 3.0 UNDISTRIBUTED TOTAL CONTRACT TOTAL 3.0 BY SANITARY SEWER QUANTITIES `° CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: j CITY CONTRACT 26-03 SHEET 34 OF 36 BID ITEM 4000- FURNISH & INSTALL 4" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH W 16THAVENUE 104+76.0 104+76.0 T-15 V-51 1.7 W16THAVENUE 104+76.0 104+76.9 V-51 CO-35 25.3 UNDISTRIBUTED 3.0 BID ITEM 4000 TOTAL 30.0 BID ITEM 4002- FURNISH & INSTALL 6" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH W 16TH AVENUE 101+50.0 101+50.0 T-7 V-19 2.0 W 16TH AVENUE 101+50.0 101+50.0 V-19 H-3 13.5 W 16TH AVENUE 104+55.4 104+58.4 T-8 V-23 2.2 W 16TH AVENUE 104+58A 104+58.4 V-23 H-4 13.3 W 16TH AVENUE 107+36.4 107+36.4 R-1 B-19 1.3 W 16TH AVENUE 107+36.4 107+52.1 B-19 B-20 20.8 W 16TH AVENUE 107+52.1 107+62.0 B-20 CO-4 12.9 W 16TH AVENUE 107+36.6 107+36.6 RA B-21 1.6 W 16TH AVENUE 107+52.7 107+52.7 B-22 CO-1 2.0 W 16TH AVENUE 107+84.5 107+84.5 T-9 V-29 1.8 W 16TH AVENUE 107+94.5 107+84.5 V-29 H-5 10.9 W 16TH AVENUE 113+52.0 113+52.0 T-10 V-31 21 W 16TH AVENUE 113+52.0 113+52.0 V-31 H-6 13.5 W 16TH AVENUE 117+85.1 117+85.1 T-11 V-38 2.3 W 16TH AVENUE 117+85.1 117+84.9 V-38 H-7 13.2 W 16TH AVENUE 120+56.1 120+54.1 T-12 VA4 2.0 W 16TH AVENUE 120+54.1 120+42.6 V-44 H-8 11.5 W 16TH AVENUE 120+58.5 120+58.5 R-5 B-27 1.5 W 16TH AVENUE 120+58.5 120+55.1 B-27 B-28 9.8 W 16TH AVENUE 120+55.1 120+55.1 B-28 B-29 1.4 W 16TH AVENUE 120+55.1 120+55.1 B-29 B-30 2.3 W 16TH AVENUE 120+55.1 120+65.1 B-30 CO-10 1.0 W 16TH AVENUE 124+15.2 124+15.2 T-13 V-49 2.3 W 16TH AVENUE 124+15.2 124+15.2 VA9 H-9 12.7 OHIO STREET 16+43.8 16+43.8 T-1 V-3 2.6 OHIOSTREET 16+43.8 16+43.8 V-3 H-1 13.1 OHIOSTREET 26+90.1 26+88.0 T-6 V-16 2.1 OHIO STREET 26+88.0 26+75.1 VA6 H-2 12,9 OHIO STREET 26+90.1 26+90.1 R-2 B-13 1.9 OHIO STREET 26+90.1 27+09.0 BA3 B-14 26.5 OHIOSTREET 27+09.0 27+09.0 B-14 B-15 2.7 OHIO STREET 27+09.0 27+09.0 B-15 B-16 2.7 OHIO STREET 27+09.0 27+09.0 13-16 C0-28 3.1 UNDISTRIBUTED 4.5 BID ITEM 4002 TOTAL 230.0 BID ITEM 4006- FURNISH & INSTALL 10" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH OHIO STREET 29+26.9 29+28.3 R-3 V-18 1.4 UNDISTRIBUTED 3.6 BID ITEM 4006 TOTAL 5.0 BID ITEM 4008- FURNISH & INSTALL 12" WATER MAIN RELAY STREET START FITTING END FITTING STARTSTATION END STATION LENGTH W i6TH AVENUE 113+97.4 113+97.3 C-2 V-34 2.3 W 16TH AVENUE 113+97.3 113+97.2 V-34 B-23 26.9 W 16TH AVENUE 113+97.2 114+22.2 B-23 B-24 35.5 W 16TH AVENUE 114+22.2 114+222 B-24 CO-9 8.3 W 16TH AVENUE 113+97A 113+97.4 C-2 V-35 2.9 W 16TH AVENUE 113+97.4 113+97.6 V-35 B-25 49.9 W 16TH AVENUE 113+97.6 114+21.7 B-25 B-26 34.2 W 16TH AVENUE 114+21.7 114+21.7 B-26 CO-5 2.2 UNDISTRIBUTED 7.8 BID ITEM 4098 TOTAL 170.0 BID ITEM 4990 EXCAVATION SPECIAL WATER TONS UNDISTRIBUTED TOTAL 40.0 CONTRACTTOTAL 40.0 BID ITEM 4080 TEMPORARY WATER MAIN(AS SPECIFIED) Ls UNDISTRIBUTED TOTAL 1.0 CONTRACTTOTAL 1.0 - USGS NAVD 88 CITY OF OSHKOSH, WISCONSIN BID ITEM 4004- FURNISH & INSTALL 8" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH W 16TH AVENUE 101+07.9 101+10.2 T-2 V-6 2.2 VJ 16TH AVENUE 101+10.2 101+50.0 V-6 T-7 39.9 W 16TH AVENUE 101+50.0 101+52.0 T-7 V-20 2.0 W 16TH AVENUE 101+52.0 102+21.0 V-20 D-2 69.0 W 16TH AVENUE 102+21.0 102+79.8 D-2 D-3 58.8 W 16TH AVENUE 102+79.8 104+55.5 D-3 V-21 175.7 W 16TH AVENUE 104+55.5 104+58.4 V-21 T-8 2.9 W 16TH AVENUE 104+58A 104+61.2 T-8 V-22 2.8 W 16TH AVENUE 104+61.2 104+76.0 V-22 T-15 14.9 W 16TH AVENUE 104+76.0 107+34.1 T-15 V-24 258.1 W 16TH AVENUE 107+34.1 107+36.4 V-24 C-1 2.4 W 16TH AVENUE 107+36.4 107+39.2 C-1 V-25 2.7 W 16TH AVENUE 1 107+36.4 107+36.4 C-1 V-26 1.8 W 16TH AVENUE 107+36.4 107+36.4 V-26 R-1 25.8 W 16TH AVENUE 107+36.4 107+36.4 C-1 V-27 1.8 W 16TH AVENUE 107+36.4 107+36.6 V-27 R4 47.6 W 16TH AVENUE 10T+39.2 107+B4.5 V-25 T-9 45.3 W 16TH AVENUE 107+84.5 107+86.9 T-9 V-28 2.4 W i6TH AVENUE 107+86.9 113+50.3 V-28 V-30 563.4 W 16TH AVENUE 113+50.3 113+52.0 V-30 T-10 1.7 W 16TH AVENUE 113+52.0 113+94.2 T-10 V-32 42.2 W 16TH AVENUE 113+94.2 113+97.4 V-32 C-2 3.1 W 16TH AVENUE 113+97A 114+00.3 C-2 V-33 3.0 W 16TH AVENUE 114+00.3 117+82.6 V-33 V-36 382.3 W 16TH AVENUE 117+82.6 117+65.1 V-36 T-11 2.5 W 16TH AVENUE 117+85.1 117+87.3 T-11 V-37 2.2 W 16TH AVENUE 117+87.3 120+52.0 V-37 V-39 264.7 W 16TH AVENUE 120+52.0 120+56.3 V-39 C-3 4.3 W 16TH AVENUE 120+56.3 120+60.0 C-3 V-40 3.7 W 16TH AVENUE 120+56.3 120+56.3 C-3 V41 3.0 W 16TH AVENUE 120+56.1 120+56.3 V41 T-12 35.9 W 16TH AVENUE 120+56.1 120+56.1 T-12 VA3 3.9 W 16TH AVENUE 120+56.1 120+56.1 V43 CO-12 1.0 W 16TH AVENUE 120+56,3 120+56.3 C-3 V-42 2.5 W 16TH AVENUE 120+56.3 120+58.5 VA2 R-5 53.0 W 16TH AVENUE 120+60.0 123+60.9 V40 V-45 300.9 W 16TH AVENUE 123+60.9 123+63.9 V45 T-14 3.0 W 16TH AVENUE 123+63.9 123+66.6 T-14 V46 2.7 W 16TH AVENUE 123+63.9 123+63.9 T-14 V47 2.3 W 16THAVENUE 123+63.9 123+64.2 V47 CO-15 24.0 W 16TH AVENUE 123+66.6 124+13.0 V46 V-50 46.4 W 16TH AVENUE 124+13.0 124+15.2 V-50 T-13 2.2 W 16TH AVENUE 124+15.2 124+17.3 T-13 V-48 2.1 W 16TH AVENUE 1 124+17.3 126+73.0 V-48 CO-19 255.7 BID ITEM 4004- FURNISH & INSTALL 8" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH OHIO STREET 12+40.7 12+38.0 B-1 CO-20 2.7 OHIO STREET 12+40.7 12+60.0 B-1 B-2 27.2 OHIO STREET 12+60.0 16+40.8 B-2 V-1 380.8 OHIO STREET 16+40.8 16+43.8 V-1 T-1 3.0 OHIO STREET 16+43,8 16+46.7 T-1 V-2 2.9 OHIO STREET 16+46.7 19+66A V-2 V-4 319.6 OHIO STREET 19+66.4 19+69.0 VA T-2 2.6 OHIO STREET 19+69.0 19+71.2 T-2 V-5 2.2 OHIO STREET 19+71.2 19+75.7 V-5 B-3 4.5 OHIO STREET 19+75.7 19+77.4 B-3 B-4 1.B OHIO STREET 19+77.4 19+90.2 B-4 B-5 12.8 OHIOSTREET 19+90.2 19+92.2 B-5 B-6 2.0 OHIOSTREET 19+92.2 22+00.0 B-6 V-7 207.8 OHIO STREET 22+00.0 22+02.5 V-7 T-3 2.5 OHIO STREET 22+02.5 22+06.5 T-3 V-9 4.0 OHIO STREET 22+02.5 22+D2.5 T-3 V-8 3.2 OHIO STREET 22+02.5 22+02.5 V-8 B-8 3.8 OHIO STREET 22+02.5 22+02.5 B$ B-9 3.3 OHIO STREET 22+02.5 22+02,5 B-9 B-10 8.0 OHIOSTREET 22+02.5 21+99.4 B40 B-11 13.4 OHIO STREET 21+99.4 21+98.8 B-11 1312 2.6 OHIO STREET 21+98.8 21+96.1 B-12 CO-24 11.4 OHIO STREET 22+06.5 23+27.0 V-9 V-10 120.5 OHIO STREET 23+27.0 23+29.3 V-10 T4 2.3 OHIO STREET 23+29.3 23+31.5 T-4 V-11 2.1 OHIOSTREET 23+29.3 23+29.3 T4 V-12 2.9 OHIO STREET 23+29.3 23+29.2 V-12 CO-25 21.6 OHIO STREET 23+31.5 26+87.5 V-11 V-13 356D OHIO STREET 26+87.5 26+89.8 V-13 T-5 2.3 OHIO STREET 26+89.8 26+92.0 T-5 V-14 22 OHIO STREET 26+89.8 26+89.6 T-5 V-15 2.5 OHIO STREET 26+89.8 26+90.1 V-15 T-6 35.3 OHIO STREET 26+90.1 26+90.1 T-6 V-17 1.7 OHIO STREET 26+90.1 26+90.1 V-17 R-2 1.4 OHIOSTREET 26+92.0 27+942 V-14 D-1 102.2 OHIO STREET 27+94.2 29+07.7 D-1 B-17 113.5 OHIO STREET 29+07.7 29+24.0 B-17 B-18 23.0 OHIO STREET 29+24.0 29+26.9 B-18 R-3 3.0 UNDISTRIBUTED 17.4 BID ITEM 4004 TOTAL 4600.0 BID ITEM 4056 BID ITEM 4058 BID ITEM 4060 BID ITEM 4062 BID ITEM 4064 CONNECT TO EX. CONNECT TO EX. CONNECT TO EX. CONNECT TO EX. CONNECT TO EX. 4" WATER MAIN 6" WATER MAIN 8" WATER MAIN 10" WATER MAIN 12" WATER MAIN STREET NUMBER STA. OFFSET EACH EACH EACH EACH EACH W. 16TH AVE CO-35 104+75.9 35 RT 1.0 W. 16TH AVE CO-4 107+52.0 63.4 RT 1.0 W. 16TH AVE CO-1 107+52.7 62.7 LT 1.0 W. 16TH AVE CO-9 114+22.2 70.6 RT 1.0 W. 16TH AVE CO-5 114+21.7 71.2 LT 1.0 W. 16TH AVE CO-12 120+56.1 51.7 RT 1.0 W. 16TH AVE CO-10 120+55.1 62.8 LT 1.0 W. 16TH AVE CO-15 123+64.1 34.4 RT 1.0 W. 16TH AVE CO-19 126+72.9 8.0 RT 1.0 W 16TH AVENUE 1.0 3.0 3.0 2.0 OHIO STREET CO-20 12+38.0 11.1 LT 1.0 OHIO STREET CO-24 21+96.1 36.8 LT 1.0 OHIO STREET CO-25 23+29.1 32.7 RT 1.0 OHIO STREET CO-28 27+09.0 78.5 RT 1.0 OHIO STREET CO-33 29+30.0 8.5 LT 1.0 OHIO STREET 0.0 1.0 3.0 1.0 0.0 UNDISTRIBUTED TOTALS 0.0 0.0 0.0 0.0 0.0 CONTRACTTOTALS 1.0 4.0 6.0 1.0 2.0 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 4801 ROCK EXCAVATION STREET STA. STA. LINEAR TRENCH FOOT OHIO STREET 23+50 25+25 175 UNDISTRIBUTED CONTRACTTOTAL 175.0 BID ITEM 4920 REMOVAL OF STREET STA. STA. OFFSET WATER MAIN W 16TH AVE 107+05.0 107+80.0 11.8 LT 75.0 W 16TH AVE 107+52.5 107+52.5 LT / RT 70.0 W 16TH AVE 113+63.0 114+43.0 15.0 LT 80.0 W 16TH AVE 114+22.0 114+22.0 LT / RT 80.0 W 16TH AVE 120+20.0 121+15.0 15.0 LT 95.0 W 16TH AVE 120+74.7 120+74.7 LT 25.0 W 16TH AVE 123+45.0 123+95.0 13.2 LT 50.0 W 16TH AVE 123+63 123+63 LT/FIT 20.0 OHIO STREET 19+30.0 1 20+12.0 9.0 LT 82.0 OHIO STREET 23+05 23+70 4.0 LT 65.0 OHIOSTREET 23+32.0 23+32.0 LT/RT 12.0 OHIO STREET 26+65.0 27+35.0 2.0 LT 70.0 OHIO STREET 27+08.4 27+08.4 LT/ RT 45.0 OHIO STREET 28+92.0 29+22.0 8.0 LT 30.0 UNDISTRIBUTED 1.0 CONTRACTTOTAL 800.0 BID ITEM 4350 BID ITEM 4352 BID ITEM 4354 BID ITEM 4358 4" CUT & CAP 6" CUT & CAP 8" CUT & CAP 12" CUT & CAP STREET STA. OFFSET EACH EACH EACH EACH UNDISTRIBUTED 2.0 2.0 2.0 2.0 CONTRACT TOTAL 2.0 2.0 2.0 2.0 PLAN REVISIONS I DESCRIPTION DATE I BY WATER MAIN QUANTITIES ISSUED FOR BID 10/14/2025 SCALE IN FEET: j CITY CONTRACT 26-03 SHEET 35A OF 36 BID ITEM 4109 - FURNISH AND INSTALL 8" X 4" TEE NAME FITTING STATION STREET OFFSET EACH T-15 8" x 4" TEE 104+76.0 W 16TH AVE 8.0 RT 1.0 UNDISTRIBUTED BID ITEM 4109 TOTAL 1.0 BID ITEM 4110 - FURNISH AND INSTALL 8" X 6" TEE NAME FITTING STATION STREET OFFSET EACH T-7 8" X 6' TEE 101+50.0 W 16TH AVE 8.0 RT 1.0 T-8 8" X 6" TEE 104+58.4 W 16TH AVE 8.0 RT 1.0 T-9 8" X 6" TEE 107+84.5 W 16TH AVE B.0 RT 1.0 T-10 8" X 6" TEE 113+52.0 W 16TH AVE 8.0 RT 1.0 T-11 8' X 6" TEE 117+85.1 W 16TH AVE 8.0 RT 1.0 T-12 8' X 6" TEE 120+56.1 W 16TH AVE 46.9 RT 1.0 T-13 8"X 6" TEE 124+15.2 W 16TH AVE 8.0 RT 1.0 T-1 8'X6" TEE 16+43.8 OHIO STREET B.0 RT 1.0 T-6 8' X 6" TEE 26+90.1 OHIO STREET 45.8 RT 1.0 UNDISTRIBUTED BID ITEM 4110 TOTAL 9.0 El BID ITEM 4111- FURNISH AND INSTALLS" X 8" TEE NAME FITTING STATION STREET OFFSET EACH T-2 W X 8" TEE 101+0T9 W 16TH AVE 8.0 RT 1.0 T-14 8' X 8" TEE 123+63.9 W 16TH AVE 8.0 RT 1.0 T-3 8' X 8" TEE 22+02.5 OHIO STREET B.0 RT 1.0 TA 8' X 8" TEE 23+29.3 OHIO STREET 8.0 RT 1.0 T-5 8" X 8" TEE 26+89.8 OHIO STREET 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4111 TOTAL 5.0 BID ITEM 4189 - FURNISH AND INSTALL 8" X 8" CROSS NAME FITTING STATION STREET OFFSET EACH C-1 8" X 8" CROSS 107+36.4 W 16TH AVE 8.0 RT 1.0 C-3 8' X B' CROSS 120+56.3 W 16TH AVE 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4189 TOTAL 2.0 BID ITEM 4191- FURNISH AND INSTALLS" X 12" CROSS NAME FITTING STATION STREET OFFSET EACH C-2 12' X 8' CROSS 113+97.4 W 16TH AVE 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4191 TOTAL 1.0 BID ITEM 4219 - FURNISH AND INSTALLS" 11.25 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-10 W 11.25° BEND 22+02.5 OHIO STREET 10.2 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4219 TOTAL 1.0 BID ITEM 4227 - FURNISH AND INSTALL 6" 22.5 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-27 6" 22.5° BEND 120+58.5 W 16TH AVE 49.0 LT 1.0 B-28 6" 22.5° BEND 120+55.1 W 16TH AVE 58.1 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4227 TOTAL 2.0 BID ITEM 4236 - FURNISH AND INSTALL 6" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-19 6" 45° BEND 107+36A W 16TH AVE 36.9 RT 1.0 B-20 6'45- BEND 10T+52.1 W 16TH AVE 50.6 RT 1.0 B-21 6" 45° BEND 107+36.6 W 16TH AVE 43.2 LT 1.0 B-22 6"45- BEND 107+52.7 W 16TH AVE 60.7 LT 1.0 B-29 6"45- BEND 120+55.1 W 16TH AVE 59.6 LT 1.0 B-30 6" 45° BEND 120+55A W 16TH AVE 61.8 LT 1.0 B-13 6" 45° BEND 26+90.1 OH STREET 50.8 RT 1.0 B-14 6"45- BEND 27+09.0 OHIO STREET 69.4 RT 1.0 B-15 6"45* BEND 27+09.0 OHIO STREET 72.1 RT 1.0 B-16 6"45' BEND 21+09.0 OHIO STREET 74.8 RT 1.0 HYDRANT BENDS 18.0 BID ITEM 4236 TOTAL 28.0 USGS NAVD 88 BID ITEM 4237 - FURNISH AND INSTALL B" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-1 8"45- BEND 12+40.7 OHIO STREET 11.1 LT 1.0 B-2 8"45- BEND 12+60.0 OHIO STREET 8.0 RT 1.0 B-3 8" 45° BEND 19+75.7 OHIO STREET 8.0 RT 1.0 B 4 8" 45° BEND 19+77.4 OHIO STREET 8.0 RT 1.0 B-5 8" 45° BEND 19+90.2 OHIO STREET 8.0 RT 1.0 B-6 8" 45° BEND 19+92.2 OHIO STREET 8.0 RT 1.0 B-8 8"45* BEND 22+02.5 OHIO STREET 1.1 RT 1.0 B-9 8" 45° BEND 22+02.5 OHIO STREET 2.2 LT 1.0 B-11 8" 45° BEND 21+99.4 OHIO STREET 23.3 LT 1.0 B-12 8"45- BEND 21+98.8 OHIO STREET 25.8 LT 1.0 B-17 8" 45° BEND 29+07.7 OHIO STREET 8.0 RT 1.0 B-18 8" 45° BEND 29+24.0 OHIO STREET 8.3 LT 1.0 UNDISTRIBUTED 0 BID ITEM 4237 TOTAL 22.0 BID ITEM 4239 - FURNISH AND INSTALL 12" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-23 12"45* BEND 113+97.2 W 16TH AVE 37.1 RT 1 B-24 12'45- BEND 114+22.2 W 16TH AVE 62.4 RT 1 B-25 12'45- BEND 113+97.6 W 16TH AVE 44.8 LT 1 B-26 12'45* BEND 114+21.7 W 16TH AVE 69.0 LT 1 UNDISTRIBUTED 0 BID ITEM 4239 TOTAL 4.0 BID ITEM 4264 - FURNISH AND INSTALL 8" X 6" REDUCER NAME FITTING STATION STREET OFFSET EACH R-1 8" X 6" REDUCER 107+36.4 W 16TH AVE 35.6 RT 1.0 R-4 8" X 6" REDUCER 107+36.6 W 16TH AVE 41.6 LT 1.0 R-5 8" X 6" REDUCER 120+58.5 W 16TH AVE 47.5 LT 1.0 R-2 B" X 6" REDUCER 26+90.1 OHIO STREET 48.9 RT 1.0 UNDISTRIBUTED BID ITEM 4264 TOTAL 4.0 BID ITEM 4267 - FURNISH AND INSTALL 10" X 8" REDUCER NAME FITTING STATION STREET OFFSET EACH R-3 10' X W REDUCER 29+26.9 OHIO STREET 8A LT 1.0 UNDISTRIBUTED BID ITEM 4267 TOTAL 1.0 BID ITEM 4400 - FURNISH AND INSTALL 4" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-51 4" VALVE 104+76.0 W 16TH AVE 9.7 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4400 TOTAL 1.0 BID ITEM 4401- FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-19 6" VALVE 101+50.0 W 16TH AVE 10.0 RT 1.0 V-23 6" VALVE 104+58.4 W 16TH AVE 10.2 FIT 1.0 V-29 6" VALVE 107+84.5 W 16TH AVE 9.8 FIT 1.0 V-31 6" VALVE 113+52.0 W 16TH AVE 10.1 RT 1.0 V-38 6" VALVE 117+85.1 W 16TH AVE 10.3 RT 1.0 V-44 6" VALVE 120+54.1 W 16TH AVE 46.9 RT 1.0 V-49 6" VALVE 124+15.2 W 16TH AVE 10.3 RT 1.0 V-3 W VALVE 16+43.8 OHIO STREET 10.4 RT 1.0 V-16 5' VALVE 26+88.0 OHIO STREET 45.8 R7 1.0 UNDISTRIBUTED 1.0 BID ITEM 4401 TOTAL 10.0 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER BID ITEM 4402 - FURNISH AND INSTALL 8" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-20 8" VALVE 101+52.0 W 16TH AVE 8.0 RT 1.0 V-6 8" VALVE 101+10.2 W 16TH AVE 8.0 RT 1.0 V-21 8" VALVE 104+55.5 W 16TH AVE 8.0 RT 1.0 V-22 8" VALVE 104+61.2 W 16TH AVE 8.0 RT 1.0 V-24 V VALVE 107+34.1 W 16TH AVE 8.0 RT 1.0 V-25 8" VALVE 107+39.2 W 16TH AVE 8.0 RT 1.0 V-26 8" VALVE 107+36.4 W 16TH AVE 9.8 RT 1.0 V-27 8" VALVE 107+36.4 W 16TH AVE 6.2 RT 1.0 V-28 8" VALVE 107+86.9 W 16TH AVE 8.0 RT 1.0 V-30 8" VALVE 113+50.3 W 16TH AVE 8.0 RT 1.0 V-32 8" VALVE 113+94.2 W 16TH AVE 8.0 RT 1.0 V-33 8" VALVE 114+00.3 W 16TH AVE 8.0 RT 1.0 V-36 8" VALVE 117+82.6 W 16TH AVE 8.0 RT 1.0 V-37 8" VALVE 117+87.3 W 16TH AVE 8.0 RT 1.0 V-39 B" VALVE 120+52.0 W 16TH AVE 8.0 RT 1.0 V40 a"VALVE 120+60.0 W 16TH AVE 6.0 RT 1.0 V-41 8" VALVE 120+56.3 W 16TH AVE 11.0 RT 1.0 V43 8" VALVE 120+56.1 W 16TH AVE 50.8 RT 1.0 V-42 8" VALVE 120+56.3 W 16TH AVE 5.5 RT 1.0 V-45 8" VALVE 123+60.9 W 16TH AVE 8.0 RT 1.0 V-46 8" VALVE 123+66.6 W 16TH AVE 8.0 RT 1.0 V-47 8" VALVE 123+63.9 W 16TH AVE 10.3 RT 1.0 V-50 8" VALVE 124+13.0 W 16TH AVE 8.0 RT 1.0 V48 8" VALVE 124+17.3 W 16TH AVE 8.0 RT 1.0 V-1 8" VALVE 16+40.8 OHIO STREET 6.0 RT 1.0 V-2 8" VALVE 16+46.7 OHIO STREET 8.0 RT 1.0 V4 8" VALVE 19+66.4 OHIO STREET 8.0 RT 1.0 V-5 8' VALVE 19+71.20 OHIO STREET 8.0 RT 1.0 V-7 8" VALVE 22+00.0 OHIO STREET B.0 RT 1.0 V-8 8" VALVE 22+02.5 OHIO STREET 4.8 RT 1.0 V-9 8" VALVE 22+06.5 OHIO STREET 8.0 RT 1.0 V-10 8" VALVE 23+27.0 OHIO STREET 8.0 RT 1.0 V-11 8" VALVE 23+31.5 OHIO STREET 8.0 RT 1.0 V-12 8" VALVE 23+29.3 OHIO STREET 10.9 RT 1.0 V-13 8" VALVE 26+87.5 OHIO STREET 8.0 RT 1.0 V-14 8" VALVE 26+92.0 OHIO STREET 8.0 RT 1.0 V-15 8" VALVE 26+89.8 OHIO STREET 10.5 RT 1.0 V-17 8" VALVE 26+90.1 OHIO STREET 47.5 RT 1 UNDISTRIBUTED 2.0 DID ITEM 4402 TOTAL 40.0 BID ITEM 4403 - FURNISH AND INSTALL 20" GATE VALVE V-18 10" VALVE 1 29+28.3 1 OHIO STREET 1 8.5 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4403 TOTAL 1.0 BID ITEM 4404 - FURNISH AND INSTALL 12" GATE VALVE V-34 12" VALVE 113+97.3 W 16TH AVE 10.3 RT 1.0 V-35 12" VALVE 113+97A W 16TH AVE 5.1 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4404 TOTAL 2.0 BID ITEM 4500 - FURNISH AND INSTALL HYDRANT NAME FITTING STATION STREET OFFSET EACH H-3 HYDRANT 101+50.0 W 16TH AVE 23.5 RT 1 H-4 HYDRANT 104+58A W 16TH AVE 23.5 RT 1 H-5 HYDRANT 107+84.5 W 16TH AVE 20.7 RT 1 H-6 HYDRANT 113+52.0 W 16TH AVE 23.7 RT 1 H-7 HYDRANT 117+94.9 W 16TH AVE 23.5 RT 1 H-8 HYDRANT 120+42.6 W 16TH AVE 46.8 RT 1 H-9 HYDRANT 124+15.2 W 16TH AVE 23.0 RT 1 H-1 HYDRANT 16+43.8 OHIO STREET 23.5 RT 1 H-2 HYDRANT 26+75.1 OHIO STREET 45.9 RT 1 UNDISTRIBUTED 0.0 BID ITEM 4500 TOTAL 9.0 PLAN REVISIONS DESCRIPTION ISSUED FOR BID DATE BY WATER MAIN QUANTITIES 10/14/2025 zo 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 26-03 SHEET 35B OF 36