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Home My WebLink About23-02 W Lincoln Ave & McKinley StREGARDING THE CRITERIA OF REASONABLENESS AND BENEFIT This report was prepared and submitted to satisfy the requirements that the City is required to show that the assessments will benefit the properties assessed in the Special Assessments for Concrete Pavement, Asphalt Pavement, Sidewalk (New and Rehabilitation), Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay), Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals (New and Relay) Relating to Contract No. 23-02 assessments as per Wisconsin State Supreme Court Decision (Berkvam vs. the City of Glendale, 79 Wis. 2d 279.255 NW 251 (1979). Criteria of Reasonableness It is the opinion of this office that the assessments are, in fact, reasonable. The assessments have been calculated in accordance with the City of Oshkosh Policy for Special Assessments for assessing costs for street construction. All costs of the street improvements have been assessed to the various parcels according to their assessable frontage. Utility lateral costs are assessed to each lot needing lateral work. Sidewalk and driveway costs are assessed to the abutting property owner based on a square foot cost. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the construction of concrete or bituminous pavement and replacement of the sanitary sewer mains and laterals, storm sewer laterals, and water distribution mains and laterals. The construction of a concrete or bituminous pavement will provide a rideable surface available in all weather conditions. The proposed pavement will be crowned to convey the storm water runoff to the storm sewer system. The utility laterals provide a connection to the mains for each property. The storm sewer system will convey the runoff away from the area. The sanitary sewer and water distribution systems will provide a safe and reliable conveyance system for wastewater and drinking water. Estimated cost of the project is: $4,036,254.97 Proposed Assessments are: $702,879.55 City Cost of the project is: $3,333,375.42 1: \ Engineering \ 2021 - 2030 Contracts \2023 CONTRACTS \ 23-02 Lincoln -McKinley \ Project_Information \ Reports \ Report of Director of P W \ 23-02 Criteria for Reasonableness and Benefit_6- 2-23.docx LAKE BUTTE DES MORTS M N O N \ N CITY CONTRACT 23-02 W LINCOLN AVE & MCKINLEY STREET RECONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 W. LINCOLN AVE, ELMWOOD AVENUE TO STA. 14+91 6 W. LINCOLN AVE, STA. 14+91 TO STA. 19+00 7 W. LINCOLN AVE, STA. 19+00 TO STA. 23+00 8 W. LINCOLN AVE, STA. 23+00 TO JACKSON STREET 9 MCKINLEY STREET, W. LINCOLN AVENUE TO STA. 46+50 10 MCKINLEY STREET, STA. 46+50 TO SCOTT AVENUE 11 MOCKINGBIRD WAY, TRAFFIC CALMING PAVING 12 N. WASHBURN STREET, BRIDGE APPROACH REPAIR 13 WEST 9TH AVENUE, SOUTH WESTHAVEN DRIVE INTERSECTION UTILITIES 14 W. LINCOLN AVE, ELMWOOD AVENUE TO STA. 15+50 15 W. LINCOLN AVE, STA. 15+50 TO STA. 19+00 16 W. LINCOLN AVE, STA. 19+00 TO STA. 22+50 17 W. LINCOLN AVE, STA. 22+50 TO STA. 26+00 18 W. LINCOLN AVE, STA. 26+00 TO STA. JACKSON ST 19 MCKINLEY STREET, STA. 41+50 TO STA. 45+50 20 MCKINLEY STREET, STA. 45+50 TO STA. SCOTT ST. 21 W. LINCOLN AVE INTERSECTION UTILITY TIE-INS-WISCONSIN 22 W. LINCOLN AVE INTERSECTION UTILITY TIE-INS -CHERRY & WRIGHT 23 MOCKINGBIRD WAY, TRAFFIC CALMING UTILITIES ELECTRICAL 24 W. LINCOLN AVE, ELMWOOD AVENUE TO STA. 19+00 25 W. LINCOLN AVE, STA. 19+00 TO STA. 26+00 26 W. LINCOLN AVE, STA. 26+00 TO STA. JACKSON STREET 27 MCKINLEY STREET, W. LINCOLN AVENUE TO SCOTT AVENUE 28 W. 9TH AVENUE & S. WESTHAVEN DRIVE INTERSECTION TRAFFIC SIGNALS QUANTITIES 29 A-C ELECTRICAL ESTIMATED QUANTITY SHEET 30 A-B PAVING ESTIMATED QUANTITY SHEET 31 A-B STORM ESTIMATED QUANTITY SHEET 32 SANITARY ESTIMATED QUANTITY SHEET 33 A-B WATER ESTIMATED QUANTITY SHEET 34 LATERAL ESTIMATED QUANTITY SHEET ISSUED FOR CONSTRUCTION - 5/10/2023 DESIGNATED HAUL ROUTES CITY CONTRACT 23-02 OSHKOSH, WISCONSIN M N O N \ M�� STREETS TO BE PAVED/UTILITY WORK G«G DESIGNATED HAUL ROUTES DESIGNATED TRUCK ROUTES O PROJECT AREA CP 3 a vi N N to N O I M N N Cn TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE "E" RIGHT OF WAY PAVEMENT SUMMARY - CONTRACT 23-02 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK 6" THRU DRIVEWAY (WHERE REQ'D.) VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES 6" THRU DRIVEWAY (WHERE REQ'D.) PAVEMENT NOTES C/L "B" "B" 1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL 1 0 2 0% SLOPE = 2.0 % MIN, 4.0% MAX. 6„ u 2.0 /o 1, -2 BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW — �- 6„ CONSTRUCTION OR HINGE JOINT AT C/L WITH Yz' X 30" DEFORMED BARS STREET CONSTRUCTION IF CONFLICTS EXIST. 5 ': a 5 S ':+; ''i :'t+%y ; ' x5" '1 •' 4' 'S 'I" i •' S: �" 5'.. . '.: y,'4 5 .,'ti i,: `% ".{.':5' -.' BACKFILL, TOP SOIL, i '' ' ..... �.-:`.:::._ ...... .............:,.,.;:: _ - --..a•:�. � - s51:. _ - . .,.,. a .. ; .c s=tt .:,,, _;, :_..:.:.,: 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK AND FOR TURF RESTORATION WORK .: ...,._.:....., _ sr... s:- BACKFILL, TOP SOIL, FERTILIZE SEED &MULCH WHERE DISTURBED (VARIES) 2 0' -�I I� 2 0' FERTILIZE, SEED & MULCH 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT I I WHERE DISTURBED (VARIES) SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C"CONCRETE PAVEMENT "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH WITH INTEGRAL CURB FERTILIZE, SEED & MULCH 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHEDGRADESSHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY BENCHMARK INFORMATION THE ER IN THEAS F 7. TRANSVERSE JOINTS SHALL BE SAWED AT 1W (MAX.) -6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, TYPICAL HATCHING PATTERNS AND - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. DESIGNATION SYMBOLS SHOWN ON SHEETS NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADINGIPAVING WORK UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR 8" PAVEMENT TRANSVERSE JOINTS SHALL BE SAWED AT 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT 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. AREAS INDICATING NEW ASPHALT 9 INLET CASTING TO BE WELLED 3/." BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES AREAS INDICATING GRAVEL SHOULDER OR DRIVEWAY City Contract 23-02 Benchmarks List Number Station Street Alignment Description Elevation 1 12+47 W. LINCOLN HYDRANT TAG BOLT @ SOUTHEAST SIDE OF INTERSECTION OF ELMWOOD AND W. LINCOLN 768.06 2 15+51 W. LINCOLN HYDRANT TAG BOLT @ NORTHEAST SIDE OF INTERSECTION OF MCKINLEY AND W. LINCOLN 769.05 3 18+33 W. LINCOLN HYDRANT TAG BOLT @ SOUTHEAST SIDE OF INTERSECTION OF CHERRY AND W. LINCOLN 768.77 4 22+00 W. LINCOLN HYDRANT TAG BOLT @ NORTHEAST SIDE OF INTERSECTION OF WISCONSIN AND W. LINCOLN 767.42 5 25+55 W. LINCOLN HYDRANT TAG BOLT @ NORTHEAST SIDE OF INTERSECTION OF WRIGHT AND W. LINCOLN 766.52 6 28+79 W. LINCOLN HYDRANT TAG BOLT @ NORTHEAST SIDE OF INTERSECTION OF JACKSON AND W. LINCOLN 767.66 7 44+69 MCKINLEY PK NAIL ON POWER POLE ACROSS FROM 822 MCKINLEY STREET 767.03 8 45+82 MCKINLEY HYDRANT TAG BOLT @ SOUTHWEST SIDE OF INTERSECTION OF JOHN & W. LINCOLN 767.17 9 49+18 MCKINLEY HYDRANT TAG BOLT @ NORTHEAST SIDE OF INTERSECTION OF MCKINLEY AND SCOTT 767.23 • a 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. (3)-20' LENGTHS OF #4 REINFORCING RODS REQUIRED OVER UTILITY TRENCHES. (TYP) (2) 44 SIDEWALK TIE BARS REQUIRED WHERE MATCHING EXISTING SIDEWALK. (TYP) 12. TURF RESTORATION LIMITS BEHIND THE SIDEWALK TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). 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/ 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-232-5333 WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS-CITY FORESTER 920-232-5314 PARKS DEPARTMENT OSHKOSH, WI CHAD DALLMAN -ASST. DIR. PARKS 920.232-5313 FORESTRY DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH PAVEMENT SCHEDULE FOR CONTRACT 23-02 TRANSPORTATION DEPT. OSHKOSH, W'1 MAINT. SUPERVISOR 92D-232-5348 SIGN DIVISION NET C/L "A" "B" "C" "D" "E" CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR 920-232-5342 (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SPECTRUM 3520 DESTINATION DR. APPLETON, WI VINCE ALBIN DAY 920-831-9249 EVE 920-73B-0444 WEST LINCOLN AVE. 264.7' 28' 7' 7" CONCRETE 5" VARIES UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN- SENIOR SERVICE 920-617-2778 (ELMWOOD AVE. TO MCKINLEY ST.) APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. SERVICE CORP. OSHKOSH, WI MANAGER WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800-45D-7280 WEST LINCOLN AVE. 1,245.3' 36' 9' 7" CONCRETE 6" 69 UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800-050-7240 (MCKINLEY ST. TO JACKSON ST.) APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. MADISON, WI MCKINLEY STREET UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY 801 O'KEEFE ROAD (W. LINCOLN AVE. TO SCOTT AVE.) 626.7' 14' N/A 7" CONCRETE 5" 39 APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. TRANS cANADA DE PERE, VM MATT ERNST 9za336 s573 ANR PIPELINE COMPANY W3925 PIPELINE LN. EDEN, WI LARRY HUBER 920-077-2235 AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 FOND OU LAC, WI ENGINEER WINDSTREAM 13935 BISHOPS DR. BROOKFIELD, WI 53005 JAMES KOSTUCH 262-792-7938 CANADIAN NATIONAL RR 1625 DEPOT ST. STEVENS POINT, WI JACKIE MACEWICZ 715-345-2503 UW-O FACILITIES 650 WITZEL AVE. JOANN RIFE 920424-2438 MANAGEMENT OSHKOSH, WI 54903 7:30-4:30 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 5/10/2023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 10 20 CITY CONTRACT 23-02 SHEET 3 OF 34 T N to J T C c 0 :J GENERAL NOTES FOR CONTRACT 23-02 FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL FORMULA INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION FOR ALL STORM MANHOLE RISERS OF THE INLET AND STORM SEWER. DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET FOR ALL STORM INLETS & INLET MANHOLES CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP TO CITY GARAGE. DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 1' VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALKAND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS 757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED IN THE UNIT BID PRICE FOR CONCRETE SIDEWALK AND PAVEMENT. OA = ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH OSHKOSH. TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS OR LATERAL 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE IS LARGER THAN 6". EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME Ip = TYPED "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP). THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL ***UNLESS OTHERWISE NOTED ON PLAN*** ALL SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) UNLESS OTHERWISE NOTED. 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND O CONNECT TO EXISTING SERVICE (TYP.) 5' TO 10' FROM STANDARD LIGHT DUTY 8" BACK OF WALK (NYLOPLAST - 0899CGSF)* UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET **"NO DUMPING DRAINS TO CONSTRUCTION IF CONFLICTS EXIST. 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK WATERWAY" GRATE MARKER** WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER 3 RELAY LIVE STORM LATERALS (6" TYP. OR AS SPECIFIED) DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER O EXISTING GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN. BALLS MIN. (TYP) SURFACE AS NEEDED FROM GRATE TO PROVIDE MOWABLE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 2 MARKER BALLS MIN. (TYP) 2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. O STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. rSEWER PVC STORM SEWER LATERAL MAIN CITY OF OSHKOSH, WISCONS1 �_76" CITY OF OSHKOSH, WISCONSIN REVISIONS UTILITY SUMMARY - CONTRACT 23-02 * = OR APPROVED EQUAL BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY SUMMARY N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 5/10/2023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 10 zo CITY CONTRACT 23-02 SHEET 4 OF 34 PAVING NOTES THROUGH UW-O CAMPUS LIMITS: ALL CONCRETE SIDEWALK SHALL BE 6" THICKNESS EXCEPT ALONG MCKINLEY STREET. ALL CONCRETE SIDEWALK SHALL BE 6'WIDE EXCEPT ALONG MCKINLEY STREET. UW-0 NEWMAN CENTER S_ x CATHOLIC MINISTRY EX. LANDSCAPING TO BE EX. LANDSCAPING TO BE PRESERVED. CONTRACTOR PRESERVED. ADDITIONAL TO REPLACE IN KIND IF MULCH MAY BE REDD. COST DISTURBED. COST SHALL BE SHALL BE INCLUDED IN TURF INCIDENTAL TO THE PROJECT. RESTORATION BID ITEM • SAWCUT REQ'D (TYP.) o PROP. 6"CONC. SIDEWALKTIE-IN 20'R REQ'D (TYP.) .2 — p , I SW CURB SI.EZXLN EX. * W. 2'X5'D.W.F. REQ'D REQ'D (TYP.) (TYP.) (TYP.) V, j 765.43 ASP. PAV'T kl 76508 EXPANSION JOINT EO_0*(JUS) REQ'D 764 9 PROP. 8"CONC. PAV'T H.E.S. W/ 6"C.A.B.C. REQ'D. BID ITEM #1313 TIE-IN PAVING (TYP.) FULL DEPTH SAWCUT REQ'D P.) PAV'T TIES/ 14' D EL BARS SIDEWALK TIE BARS REQ'D (TYP.) 768 767 766 765 764 12+00 768 767 766 765 764 763 12- 13to-0 -BEGIN CONC. PAV'T 765.80 PROP. 7' CONC, PAV'T W15' C.A.B.C. RED 15'R REMOVE 30"CURB-� '+39.84 AND GUTTER (TYP.) 3" CURB BETWEEN RAMPS' 12" CURB HEAD REQ'D ALONG RADIUS (TYP) PROP. SIDEWALK EASEMENT TSOUTH Ll OF RAN uw_O PARKING LOT #34 W LINCOLN AVE. P.P. SIDEWALK c� r4'CURB HEAD REQ'D ON NORTH SIDE OF ROADWAY STA ui 13+50 TO MCKINLEY STREET G 766.60 )o G .96 767.15 72 7i� SIDEWALK: LASEN4E"Nl ... . .. ..... ON W' 5- PROP. 8"CONC. D.W.Y. APRON W/ 5'-/� APRON FLARE ON WEST SIDE AND 2.5' T�. S, Q APPROX. TURF ON EAST SIDE REQ'D - RESTORATION LIMITS (TYP.) P P 8_ SW CURB REQ'D (TYP.) PROP. 8"H.E.S. CONC. D.W.Y. TIE-IN RED (TYP.) UW-0 SAWCUT REQ'D (TYP.)- STUDENT SUCCESS CENTER SIDEWALKTIEBARS REQ'D (TYP.) . . . . .... . .............. . ..... _00 v: _J PROP. NORTH FL PROFILE PROP. NORTH TOC PROFILE EX NORTH B.O.W. PROFILE 0 w .... . ................ . ....... . 0.578% V'CURB HEAD REQ'D ON= NORTH SIDE OF ROADWAY STA 13+50 TO MCKINLEY STREET 12+50 13+00 13+50 768 767 766 765 "I 14+00 u LL 14+50 14+91 PROP. CL PROFILE C, EX. CL PROFILE Ir- — ----- ...... . . ...... . ..... ....... . . ..... . .... . . ... . .............. ... . .................. -0.550% T ol 0 768 767 766 765 764 763 -91 ANGLE POINT IN CENTERLINE AT STA 14+91.10 ANGLE POINT IN SOUTH FL AT STA 14+71.60 PROP. 8"CONC. SIDEWALK THICKNESS THRU DWY REQ'D 768 . ... .. Y q 7_ ......... . .. . . . . ........... 768 767 0.485v/0 767 766 ....... . . . 09 0L.----------- . .... . ---- - - ---- --- - -------- . . ............ - ----- 766 765 O.B48% 765 PROP. SOUTH FL PROFILE 764 764 12+00 12+50 13+00 13+50 14+00 14+50 14+91 BENCH MARKS - USGS NAVD 88 DATUM J PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STATION I DESCRIPTION ELEV. I CONCRETE PAVING DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 5110/2023 1 SURVEYOR CR WEST LINCOLN AVENUE DESIGN ENGINEER JDD ELMWOOD AVE. TO STA 14+91 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-02 SHEET 5 OF 34 SAWCUT REQ'D (TYP.) *NOTE: ALL SIDEWALK THRU PROP. 7'CONC, PAV'T PROP. 6"CONC. DWY W/5"C.A.B,C. REQ'DAPRON REQ'D (TYP.) EX. ASP DRIVEWAYS TO BE 6" THICK SIDEWALKTIEBARS PROP. 2' UNLESS OTHERWISE NOTED. REQ'D(TYP.) IG HEHT REQ'DASPHALT TAPER TO 0" W LINCOLN "E. PAV'T 766. PROP. 7'CONC. PAV'T H.E.S. PROP. 6" GRAVEL EXPANSION D.W.Y. REQ'D (TYP.) 12 EX. PROPERTY IRON ITYP.) PROP. 4" ASP. W/ 5"C.A.B.C. REQ'D DIN F_, SURFACE LT Wt 6" REQ'D C.A. B.C. (TYP.) EX. AS. PAVT 4 STAN E FROM P.P.P P' ..0 C (_� P.) 4 2'X5'D W F r 1.8 23'! 12'CURB HEAD REQ'D �,- PROP. 7'CONC. PAV'T 7=0 'I JOINT _\1 t DISTANCE FROM P.P. TO P.P.N _ D 0- B.O.C.(TYP.) i�p E2. F120 REQ'D (TYP.) ALONG RADIUS (TYP.) H.E.S. Wl 5"C.A.B.C. REQ'D 15'Ri 4"CURB HEAD REQ'D ON NORTH 0 N 15 R r�RAVEL I es -19-R 4. +80.34i 7 66 .2• j. + 2 PAVING NOTES THROUGH SIDE OF ROADWAY STA 13+50 TO MCKINLEY STREET 15'R 4 A .766.65 - 11 4-"' UWO CAMPUS LIMITS: I- , 4 ........... 4 P.P. IN RAMP ANGLE POINT IN CENTERLINE AT -, ` � 765 788 14 -76590 . .... w�- 766.. -5 87 761.71 ALL CONCRETE SIDEWALK STA 14+91 610 --766.61- - *766.45--- --- 766,29 . .............. . .... . 765.95 -- � CL 0 E 15+00 FOR + 0 HP ASP. '.-)AV'T QR OR SHALL BE 6" THICKNESS HP GB 19+00 HP (N) CL EOR LP +10.19 +46.29 +04.53 i�2i,29 +49,19 16t00 17tOO . 6 18:tOO Q EXCEPT ALONG MCKINLEY 767.21 W7.31 767.21 766.99 766.77 0 b 766.55 766.34 766.23 7W.44 766.26 766.07 767.15 (D (D E) PROP. 7' CONC, PAV-r STREET. E) W/5"C.A.B.C. REQ'D 765.71 ------ -766.63- ___766.891766.95_766.85 - - -------- C1,ALL CONCRETE SIDEWALK 4 3' 1• e SHALL BE 6'WIDE EXCEPT +4:15'R 15'R 36� F 7 46 - ALONG MCKINLEY STREET. +7?7'17 6. 4a,29 ASPb- PROP. 8" CONC. D.W.Y.DWYAPRON W/ 5' REMOVE 30" URB EX. R.O.W. (TYP.) 7XVID.W.F. REQ'D PROP. 8"CONG SIDEWALK THICKNESS THRUDWY REQ'D APRON FLARE ON WEST SIDE AND 25 AND GUTTER (TYP.) (TYPI) ON EAST SIDE REQ'D _72i j c F x 7-,, U) SAWCUT REQ'D (TYP.) F717 Fo ce PROP. 8" H. E.S. CONC. SAWCUT REQ'D (TYP.) REMOVE TREE D.W.Y. TIE-IN REQ'D APPROX. TURF ce (I.D.) (TYP.) 767.12 (TYP.) RESTORATION LIMITS I yes PROP. 61'CONC. (TYP.) SIDEWALKTIE.IN uw_O PROP+ 4"ASP. TRANSITION LT Ex. I-) SIDEWALK TIE BARS REQ'D (TYP.) EVANS RESIDENTIAL HALL = W110' C.A.B+C. (TYP.) II PAV'T REQ'D CT-YP.) PROP. 6" H.E.S . CONC. 00 D.W.Y. TIE-IN REQ'D (TYP.) ro 770 769 768 767 766 "I IT ........ g . ...... . .............. . . .... . N 6 w PROP. NORTH TOG PROFILE EX. NORTH B.O.W. PROFILE g w it 0 _; -k 11 tu zf PROP. NORTH FL PROFILE it q C) ....... . ..... L -0.329% �4"C =BREQ�'DAT4�'CURBREODATEOR__ Z 4 CURB REQ'DATEOR (W LINCOLN) FOR (MCKINLEY) (W LINCOLN) 14+9115+00 15+50 770 769 768 767 766 765 764 . . ....... . .... .......................... .. . ........ ... . . . ..... ...... ........... 41 1— 1 - . . ..... ........ . . ... EX. C + 16 PROFILE PROP. CL PROFILE V) 0 C) ---- - - . ......... .. . . . . .... . .......... 0.576% 0.506% 14+9115+00 15+50 770 769 768 767 766 765 770 0 769 768 767 766 715 16+00 16+50 17+00 17+50 18+00 18+50 19+00 770 769 768 767 766 765 "I 16+00 16+50 17+00 17+50 18+00 18+50 19+00 EX. SO < UTH B.O.W. PROFILE I PROP. SOUTH TOC PROFILE ... . ....... ............. . .. . . ...... . ........ PROP. SOUTH FL PROFILE I F- WILL I mlo WILL 770 769 768 767 766 765 14+9115+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION I DATE I BY__7 CONCRETE P"ING WEST LINCOLN AVENUE STA 14+91 TO STA 19+00 NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 5101203 /2 j SURVEYOR CR DESIGN ENGINEER JDD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: CITY CONTRACT 23-02 SHEET 6 OF 34 *NOTE: ALL POWER POLES ON SOUTH SIDE OF ROADWAY STA 19+00 TO 23+00 IN PAVER CLEAR ZONE. ALL SIDEWALK THRU DRIVEWAYS TO BE 6" THICK UNLESS OTHERWISE NOTED. 768 767 766 765 764 765.71 /-19+00 .zzz7- 766.07 765.71 PROP. 6"GRAVEL W LINCqLN "E. D.W.Y. REQ'D (TYP.) 4" CURB HEAD REQ'D ON WEST SIDE OF ROADWAY EXTENDING PROP. V'CONC.DWY 10 FT FROM EOR APRON REQ'D (TYP) ]� SAWCUT REQ'D (TYP.) SIDEWALK TIE BARS REQ'D (TYP.) REMOVE TREE EX. R.O.W. (TYP.) (I.D.) (TYP.) SIDEWALK TIE BARS REQ'D REN 4OVE AND REPLACE EX. CONIC. STEP (TYP.) F62. 614 612 I 608A REMOVE 602 30" 600 L GRAVEL GUTTER CURBAND (TYP.) �41,70 'STEF . . . . ........ 765.54 --A— - -------►vw� MF.88 EX. -------- HN W - - 41/4 - CON DISTANCE FROM F-621 615A P.P. TO B.O.C. I (TYP.) [q623 2 A 6158 621B 6 5C PROP. 6* CONC. DWY 615D APRON REQ'D (TYP.) I -APPROX. TURF PROP. 4" CONC. - RESTORATION LIMITS SIDEWALKTIE-IN (TYP.) REQ'D (TYP.) PROP. 7' CONC, PAV"r W/5* C.A.B.C. REQ'D 15'R +42.64 j 2X5'D.W.F. REQ'D P.P. (TYP.) IN APRON EXISTING CONC. PROP. 4" ASP. PEDESTRIAN CURB TO BE SURFACE LT W/ 6" PRESERVED C.A.B.C. (TYP.) F_605 I 6.7 1 m PROP. 30"CURB AND GUTTER JTS WASH AND MART — - — - — - — - (7-) REQ�D (TYP.) — - — - — - — - FULL DEPTH SAWCUT REQ'D 0 1- DOWEL BARS @ 15' C-C REQ'D (TYP 0 PROP. 7" CONC. PAYT H E S W/ 5. C.A.B.C. REQ'D (TYP.) SAWCUT REQ'D (TYP.) 17' i EX. PROPERTY IRON (TYP.) F526 F520 JIL 15'R +1 _1 com + __T T 765.43 - - ---- ------ lw— -764.51 .---c6- ----- cr .O 7HP2t 22tOOA.4 �R 23+00 --765.21 765.07 764.87 G __7 E) a5__-764.71�_764.51 755431, 2.0'0 f. ............ ... !a— STE R 3 F-F 6 + .765@ oll +08.65 CON C0.11 F12-1 527 12"CURB HEAD REQ'D ALONG RADIUS (TYP.) 43" PROP. 6" H.E.S. CONq. D.W.Y. TIE-IN REQ'D I (TYP EX. ASP PROP, 4"ASP. TRANSITION LT RLN' W/10"C.A.B.C. SAWCUT REQ'D (TYP.) . ........................ . . . ... ............. ............ . . ....... . . . ...................... ..... PROP. NORTH TOC PROFILE EX NORTH B.O.W. PROFILE Ni .6 /-PROP. NORTH FL PROFILE ui 10 ono . . ......... . 43494 1� 0 �1756 ._47% 4" CURB REQ'D AT FOR (WISCONSIN) 4" CURB REQ'D AT FOR (W LINCOLN) 4" CURB REQ'D AT FOR -1 768 767 766 765 764 19+00 19+50 20+00 20+50 21+00 21+50 (WISCONSIN) 22+00 22+50 23+00 768 767 766 765 764 763 EX. CL PROFILE 9 .;t PROP. CL PROFILE . . ......... .............. . . - - ---------- ....... . ..... ...... .. . . ...... . ........ .......................... ---- - - ----- .................. ............ 0,349%6- 0.666% -0 72L, -0.399% 19+00 19+50 20+00 20+50 768 767 766 765 764 768 767 766 765 764 763 21+00 21+50 22+00 22+50 23+00 . . . . . . ......... ........ . . ............... - ----- . . ................ . ... . .. . ...... - - ------- . . .... .......... . ........... . . .......... . Zi� . ......................................................... ... . . ....... ................. . . .... EX SOUTH B O.W. PROFILE PROP. SOUTH TOC PROFILE a 6 g 1 -2-4, 9 - ----- 9 ��_a_ JL-a w < -e-4, LL 0 w 0 — - --------- .... . . .... ............. _yX _.u._.- ........ . . ......... . .... . ....... ...... . ... -0.349% i 4" CURB REQ'D AT FOR (WISCONSIN) U. U.,99% E PROP. SOUTH FL PROFILE ADJ. 4" CURB REQ'D AT FOR (WISCONSIN) ADJ INLET BOX 768 767 766 765 "I 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING WEST LINCOLN AVENUE STA 19+00 TO STA 23+00 NO. I STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 5/10/2023 SURVEYOR CR 1 ADDENDUM #1-CONCRETE PAVEMENT EXTENSION 2/15/2023 JDD DESIGN ENGINEER JDD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 40 SCALE IN FEET: CITY CONTRACT 23-02 SHEET 7 OF 34 SAWCUT REQ'D (TYP.) PROP. 4'IVNU. ZMUEVVIALN I 1E•IN ......... . .... H REQ'D (TYP.) _X� AS 01�1 P VT EX R.O.W. (TYP.) A PROP. 4"ASP. TRANSITION LT W LINCOLN "E. T 76 L W/10'C.A.B.C. SAWCUT REQ'D (TYP.) REMOVE TREE (I.D.) (TYP.) EX. R.O.W. 2'X5D.W.F. REQ'D (TYP.) F-410 (TYP) PROP. U'CONC. DWY APRON REQ'D (TYP) 15'R PROP. 8"CONC. PAVT H.E.S. W/ 6"C.A.B.C. CON IN PAVING WE L AP REQ'D BID ITEM #1313 TIE • 36'F-F +1 15, P_ CON . .... ... .... 4 _+95.25 TYP) 4 Trp- . . ....... A A PROP. 8' CONIC. PAV'T _177 DOWELED H.E.S. W/ 6- ........... 764.02- C A.B.C. REQ'D. BID ITEM --w --764.49- 764.33 _11I . . ............. . 7(A.18- 764 58 76:�. 8 (TYP.) EOR - - - - - - 764.59 . . #1315TIE-IN PAVING CL 0 HP EX� ASP, FA",". 4 4 14L +31-,18 68.30 27tOO 26tOO 764 35 A54 bb . .. . .... . ......... 764.85 b b 764.69 764.54 764.85 765.00 764.83 764.68 764.9538 E 764.87 764.77 (D (D G PROP. 7' CONIC, PAV'T 763.88 W/5"C.A.B,C. REQ'D A 7 .59 -764.49-- 7 .32 _764.18__- -764.02----- �A3' 764.51 764.41 - - -------- -7&4.49___-_k-- -764.64 . ... ... . 764.58 24"CX' 18" CK 110 2 6 0�0 3ZO��. 0 4.0' 12'FX 48" 3. 18 - ------ - • .......... ------ FULL DEPTH SAW CUT REQ'D P11T --TIES/ 1.25" DOWEL "FP ST 315 F-F 763.97 cup, coll -76464 �i. BARS RED' I: IF - - IN 2 5'R 1157IR DISTANCE 194.1 +98.27 t64.28 A 76' P.P.FROM P.P. IN APRON ATo SW CURB EX. lNLET qg I% B.O.C. (TYP.) REQ'D (TYP.) ADJUSTTO MATCH PROPOSED F515 F-5 I 'T GRADES (TYP.) F-50 F417 SW TIE BARS EX. PROPERTY F, F, REQ'D (TYP.) EXISTING FENCE SAWCUT REQ'D (TYP.) IRON (TYP.) NC. PROP, 4" ASP, - I - - I !.' PROP. 6" H.E.S. CO TO REMAIN. 764.97 D.W.Y. TIE-IN REQ'D .A.B.C. (TYP.) SURFACE LT W/ 6 EVEAND .. C.A.B.C. (TYP.) EX. LANDSCAPING AND MULCH T PROP. 6"CONC. REPLACE EX. EX DWY APRON CONIC. STEP (TYP.) PROP. 7"CONC. PAVT H.E.S. L( BE PRESERVED. ADDITIONAL MUL REMO�E AND REPLACE W/ 5"C.A.B.C. REQ'D (TYP.) REMOVE 31Y'CURB AND MAY BE REQ'D. COST SHALL BE REQ'D (TYP.) LANDI G (TYP.) GUTTER (TYP.) I INCLUDED IN TURF RESTORATION BID ITEM (TYP.) 12'CURB HEAD REQ'D NOTE: ALL POWER POLES ON SOUTH SIDE OF ROADWAY STA ALONG RADIUS (TYP.) 1EX. PROPERTY IRON (TYP.) - - - - - - - - - - - - - - - - - - - - 23+00 TO JACKSON ST. IN PAVER CLEAR ZONE. ,"DOWEL BARS @ 15" REMOVE EX. SIDEWALK. . ........ C-C REQ'D (TYP.) FULL DEPTH SAWCUT REQ'D PROP. 4"CONC. SIDEWALK 5' THICKNESS THRU DWYS REQ'D (TYP.) SIDEWALK TIE BARS 9 ID PROP. 30" CURB AND REQ'D (TYP.) R E GUTTER (7-) REQ'D (TYP.) FLAT INLET PLATE SIDEWALK TIE BARS REQ'D APPROX. TURF RESTORATION IIIIIIIIl REaD (TYP.) PROP"GRAVEL LIMITS (TYP.) D.W.Y.� REQ'D (TYP.), F'-' I F -51-_1 F506 511 F • GRAVEL 'TN Li 24"CX' I I HP 767 766 765 764 763 767 766 765 764 763 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 768 767 766 765 764 763 PROP. NORTH TOC PROFILE r R_ _ ci 01 + NORTH B.O.W. PROFILE II . . ............. . .. �+ _K_ .. . . ....... - - - - ------ .. . . ........... . ...... 0 . . ......... ... ++ < . ....... . . ..... w 4 7) PROP. NORTH FL PROFILE wo �j 0.307% . ........ ...... . ........ ---------- 4"CURB REQ'D AT EOR . . ........ -0.307% . . . . ................. . . ........... . ...... . . 4" CURB REQ'D AT FOR (W LINCOLN) . . . .................... . . .. 4� CURB, RE1Q7D A T EOR (W LI NC OLN) 4" CURB REQ'D AT FOR ADJ. CURB BOX (WLINCOLN) ADJ. CURB BOX (JACKSON) 768 767 766 765 764 763 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 767 766 765 764 763 . . . .......... . . ............ . . .. . ..... -1 . . ... ........ . . ........ . . . ...... .. . c4 ........... . . .......... ...... . . . . ............ EX. SOUTH B.O.W. PROFILE 6 PROFILE =PROP. SOUTH FL PROFILE o ui a. 0 Uf 0 VA u PROP SOUTH TOC < II Y_ 0 i 0.307% 10 -0.336%1 9 4" CURB REQ'D AT FOR -0.307%1 4" CURB REQ'D AT FOR (W LINCOLN) 4" CURB REQ'D AT FOR (W LINCOLN) ADJ. CURB BOX (W LINCOLN) I ADJ. CURB BOX 767 766 765 764 763 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING -STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 5/10/2023 1 WEST LINCOLN AVENUE SURVEYOR CR 1 ADDENDUM #1 -ADDITIONAL CONCRETE PATCH 2115/2023 JDD DESIGN ENGINEER JDD STA 23+00 TO JACKSON ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: CITY CONTRACT 23-02 SHEET 8 OF 34 PAVING NOTES 141'. THROUGH UW-O 0 CAMPUS LIMITS: ALL CONCRETE HARD SURFACE THROUGH THE UW-O CAMPUS 110 j 1 LIMITS SHALL BE 6" THICKNESS EXCEPT ALONG MCKINLEY STREET. ALL CONCRETE SIDEWALK SHALL BE 6' WIDE EXCEPT ALONG MCKINLEY STREET. ALL SIDEWALK THRU DRIVEWAYS TO BE 6" THICK UNLESS OTHERWISE NOTED. .11 ';,1' i0o • Z 1t PROP. 7" CONC, ;'t • }1 1R +31.77 C.A.B.C. REQ'D 5° O"••766. V PROP.-CONGDPAV'T H.E.S. W/ 5" C.A.B.C. REQ'D (TYP.) J I CITY OF OSHKOSH, WISCONSIN 767 766 765 764 763 \` � 1 z I ; I w.-.._. 1 1 EX. LANDSCAPING TO BE O > PRESERVED. ADDITIONAL UW-O 1 VACATED CHARLES 1 UW-O MULCH MAY BE REQ'D. COST SHALL BE INCLUDED IN TURF PARKING LOT #34 1 STREET PARKING LOT #34 RESTORATION BID ITEM EXPANSION JOINT REQ'D 1 (TYP.) 0 FULL DEPTH SAWCUT REQ'D --a 1 PROP. 4" CONC. SIDEWALK MCKINLEY ST. ETWEEN RAMPS REQ'D P.P. IN SIDEWALK AND IN CLEAR ZONE SCAPING TO BE ED. ADDITIONAL SAWCUT REQ'D (TYP.) AY BE REQ'D. COST APPROX. TURF RESTORATION INCLUDED IN TURF LIMITS (TYP.) REMOVE EX. STONE CURB I LRESTORATIONBID ` (TYP-) ITEM EX. PROPERTY IRON (TYP.) P.P. IN \ EXPANSIONt� JOINT REQ'D _._ 1 SIDEWALK l _._-. - EX. R.O. W. - - --.. _.. ...� ` (TYP-) P.P. IN SIDEWALK '� �' I - 12" CURB HEAD REQ'D AND IN CLEAR ZONE - - - - -... ;; - -. -...� _ .. ALONG RADIUS (TYP.) ° . • > • DISTANCE FROM P.Q. TO•B4O.C�(TY.P.) •", 76626 -'► .ut s 765.99 LL 43t00 LL 765.62 �. w 765.26 EX. AS(' PAVV 764.98 '-► 764.70 44+00 (GB) 45t,00 764.42 766.46 766 s9 � 766.77 766:n m 765.79 >�m 765.40 PROP. 7" CONC, PAVT 765.12 764.84 >cc Fn u.ic r n o.- o�^n >cc •„ _ >u o> 764.56 764.41 >�. ,,. ,�. ", • I° 1tSTF..P • 9': EP > _... •• �' _ •• ,:,III I+33.29 GRAVEL_ I .. - • GRaY"L EX. R.O.W. (TYPJ nJi 810 I 814 ( 822 r_ ? ' ( I REMOVE AND REPLACE REMOVE AND REPLACE EX. LANDING (TYP.) CONC. STEP (TYP.)PROP. 6" GRAVEL D.W.Y. 4"CURB HEAD REQ'D ON EAST REQ'D (TYP.) " SIDE OF ROADWAY W LINCOLN PROP, 6CONC. DWY APRON REQ'D (TYIP.) I AVENUE TO SCOTT AVENUE I I I I �Tiip, STEP 826 I 830 I 830A PROP. 4"ASP. J SURFACE LT W/ 6" C.A.B.C. TYP.) T- --i- -,- I I I SIDEWALK TIE13ARS ' 1 REQ'D (TYP.) -- �� r I e i I ' o 'i 1.8 Ao Q�� • I ! I^ I •, iTE, 70N 1R 4. L 764.45 �--- 64.30C) 41 764.60 6�1 76+50 ® 764.59 764.74 764.80 64.73 - 764.88 764.94 ,AVE4. 838 I 844 838A SAWCUT REQ'D (TYP.) I I I I + N PROP. WEST TOC PROFILE 6 EX. WEST B.O.W. PROFILE N cn --_.._.>...-,..-.-...----._......._..--.---.._ - -- .............................._................._......................._..._........- - - u .................. ..q 0 + it -- "--'- -- II r U J II n Q II O J (n LL c+.l 4" CURB REQ'O AT FOR (MCKINLEY) - PROP. WEST FL PROFILE I 4" CURB REQ'D ---- a ---- --- - AT FOR (MCKINLEY) - ADJ. INLET BOX 4" CURB REQ'D 4" CURB REQ'D AT FOR MCKINLEY 42+00 42+50 43+00 43+50 44+00 44+50 45+00 770 769 768 767 766 765 764 PROP. SIDEWALK CORNER EASEMENT - PROP. SW CURB REQ'D (TYP.) 2' X V D.W.F. REQ'D (TYP.) 767 766 765 764 AT FOR kJ ( ) 763 45+50 ADJ. INLET BOX 46+00 ADJ. INLET BOX 46+50 N m � _ v � n o u EX. CL PROFILE M _.-IL PROP. CL PROFILE ---------- 1-0.7T4% ..........----................................................_.........._- ............. __._........... ._._.---......... ....... _..._..-- - ------.....__......_.............- -- J T � U - -03 42+00 42+50 43+00 43+50 44+00 0l 44+50 45+00 N 767 766 765 764 763 770 769 768 767 766 765 764 45+50 46+00 46+50 EX EAST B.O.W. PROFILE ° n x PROP.EAST PROFILE "' ._._--_.. _ . _.... ..._ ...- _...----'- -...-- --.._..�.. .. - ..__.----- .TOC ........-..----- .._....._..---.. _ ._ .ut ..-------- --- _ N w P. EAST FL PROFILE -'- ---- - _ N � I I ^ II J -- -�- n °" - --- 4" CURB HEAD REQ'D ON EAST ----- ( SIDE OF ROADWAY W LINCOLN ---- - -- AVENUE TO SCOTT AVENUE 42+50 43+00 43+50 PLAN DESIGN INFORMATION DESIGN DATE DECEMBER2022 SURVEYOR CR DESIGN ENGINEER JDD JAMES RABE, DIRECTOR OF PUBLIC WORKS 44+00 44+50 PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION 2 IFC -ADDED SIDEWALK NOTE SCALE IN FEET: 0 zo 40 _45+50 DATE BY 5/1012023 I I CITY CONTRACT 23-02 767 766 765 764 763 46+00 46+50 CONCRETE PAVING MCKINLEY STREET W LINCOLN AVE. TO STA 46+50 SHEET 9 OF 34 0 cz ---- ---------------------------- ALL SIDEWALK THRU DRIVEWAYS TO BE 6" THICK UNLESS L - - - - - - - OTHERWISE ST. OTHERWISE NOTED. PROP 4" C WALK PROP. 30" CURB AND GUTTER ?NC. SID TIE-IN REQ'D (TYP.) r REMOVE AND (T) REQ'D (TYP.) I REPLACE EX. DISTANCE CONC. STEP (TYP.) SIDEWALK TIE - — - — - — - — - — FROM P P. TO - — - — - — - — - — - REMOVE EX STONE B.O.C. *TYP.) PROP. 6" GRAVEL D.W.Y. BARS REQ'D (TYP.) ADJUST EX. INLET TO MATCH CURB (TYP.). REQ'D (TYP.) M ' 'C - P �Ty�" 0 (Ty� P) PROI ZX6 D.W.F. REQ'D PROPOSED GRADES (TYP.) SIDEWALK TIE BARS (TYP.) PROP. 4" ASP. TRANSITION LT REQ'D (TYP.) P.P. IN EX. R.O.W. ii W1 10"C.A.B.0 PAVER i (TYP-) E 'L CLEAR ZONE SIDEWALK EX. R.O.W. (TYP.) P P.IN 15'RI P.P. IN 159.97-�+ ..... .... .. CO IN RAMP --s-. EX, ASP P-W'T .. i -- - 0 -164.66 764.85 EX. 15F. PAV'T 711.11 Z 76473 '+50 47t00 48:b00 9+00 t'� --764.80 76499 PROP. 7"CONC, PAVT 765.19 765.27 V 765.13 p 764.97 764.82 765.45 764.94 765.13 W/5" CA.B.C. REQ'D 76.5.33 765.41 765.25 - ----- 765.08 1 764.91 STEP .-JTEP.' .I I a 4 15'R 4 MATCH INTO EXISTING GRAVE} 12" CURB HEAD REQ'D C, p x"T. L GRINVE1 - CON RETAINING )TE• --- 846 852 [---860 ALONG RADIUS (TYP.) PROP. 6" �RAV r.6.Al F846A] CONC. DWY APRON REQ'D WC )RAT SA UT REQ'D (TYP.) APPROX. TURF RESTORATi6N (TYP.) : SAWCUT REQ'D (TYP) %1 ii LIMITS (TYP.)FL-- 4" CURB HEAD REQ'D ON EAST SIDE OF EX. PROPERTY IRON (TYP.) ROADWAY LINCOLN AVE. TO SCOTT — - — - — - — - — - — - — - — - — AVE. SAWCUT REQ'D (TYP.) PROP. SW CURB REQ'D (TYP.) of + 767 X. WEST B.O.W. PROFILE - 767 PROPWEST TOC PROFILE 0 w _2 766 766 765 U -0.455% 765 ------------ 'D 764 . . . ...... . IV'CURB REaD . . . .... ......... 4" CURB REQ'D 764 �FROP. WEST FL PROFILE AT FOR (MCKINLEY) AT FOR (SCOTT) ADJ. INLET BOX ADJ. INLET BOX 763 763 46+50 47+00 47+50 48+00 48+50 49+00 770 770 769 769 ... ......... . . . ....... 768 768 ---- ---- ------ u ow 767 + 767 PROP CL PROFILE EX. CL PROFILE U) 0 766 .......... . . ....... . . . .... .. . ..... . ..... . . . ....... .......... 766 U) 0 765 765 764 764 46+50 47+00 47+50 48+00 48+50 49+00 768 767 766 765 "I 46+50 47+00 47+50 48+00 48+50 49+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY NO. STATION DESCRIPTION DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 5/10/2023 CONCRETE PAVING MCKINLEY STREET SURVEYOR CR DESIGN ENGINEER JDD STA 46+50 TO STA 49+00 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-02 SHEET 10 OF 34 768 767 766 765 "I 4" CURB HEAD REQ'D ON EAST o 4' CURB REQ'D SIDE OF ROADWAY W LINCOLN N o AT FOR (SCOTT) AVENUE TO SCOTT AVENUE ADJ. INLET BOX ui rt PROP. EAST TOC PROFILE EX EAST B Om PROFILE + m ........................ 0 PROPEISIT FL PROFILE FULL DEPTH SAW CUT REMOVE AND REPLACE EX. REQ'D (TYP.) CURB AND GUTTER REQ'D MOCKINGBIRD WAY PROP. 6" CONC. DWY APRON REQ'D (TYP) EXPANSION JOINT REQ'D 790 46 79093 12" CURB HEAD REQ'D ALONG RADIUS (TYP.) 4e 3 --------- - .... ...... ........... 791.00. 790.43 PAV'T TIES REQ'D (TYP.) . . . ... . . . . 0) i'.,d 4p 790.44 ------------ -jjm�- � - ---- ----- 'd i. FOR 15 790.94' 8: C (0 N C APPROX. TURF RESTORATION LIMITS (TYP.) CITY OF OSHKOSH, WISCONSIN 790.31 A 791.02- ai ADJ. MANHOLE (TYP.) 4 F--,EOR.4N)d. - 3+on (au. 790.74 YY 791.03 A > 790X 1,1 1.41 .79044 x Li i 790.89 SAWCUT REQ'D/SIDEWALK TIE BARS REQ'D (TYP.) 2'X5'D.W.F. REQ'D (TYP.) PLAN DESIGN INFORMATION DESIGN DATE JANUARY 2023 SURVEYOR CR DESIGN ENGINEER JDD JAMES RABE, DIRECTOR OF PUBLIC WORKS 790.50 A 790.65 REMOVE & REPLACE EX. 7" CONC. PAV'T H.E.S. REQ'D (BID ITEM #1309) 790.40 V, 1" DOWEL BARS REQ'D (TYP.) "A Al - — -------- - PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRCTION SCALE IN FEET: ' 10 20 mm= DATE BY 511012023 � CITY CONTRACT 23-02 TRAFFIC CALMING MOCKINGBIRD WAY SHEET 11 OF 34 CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION DESIGN DATE JANUARY 2023 SURVEYOR DESIGN ENGINEER CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS DESCRIPTION DATE BY ISSUED FOR CONSTRUCTION 5/10/2023 SCALE IN FEET: 0 5 )u CITY CONTRACT 23-02 N. WASHBURN STREET BRIDGE APPROACH REPAIR SHEET 12 OF 34 0-0 P ! L S-fi-- _ _ W. 9TH "ENVE I N pAV': 2450 +50.03 12" CURB HEAD REQ'D +70.29 ADJ. EX. INLET 20' R 20'R ALONG RADIUS (TYP.) ........... ...... . ... .... . ...... - - ----- - ------- ........... . . ........ FULL DEPTH SAW CUT REQ'D (TYP.) ADJ. EX. INLET. 44 4 J F- 4 110 1•4 EX. 0 N 1.25" DOWEL BARS ; iADJ. EX. MANHOLE A PV"T REQ'D (TYP.) 91to0 — - — — — — REMOVE & REPLACE 8" CONC. PAV'T - H.E.S. - BID ITEM #1319 (TYP.) 92+00 93too T PAV7 TIES -T + REQ1D (TYP.) ............. . . . ............ ............ . . . .... A ....... - ------ A ADJ. RADIUS AS NECESSARY TO X 4 ACCOMMODATE EX. MANHOLE CASTING +58.43 20' R +52.27 SW TIE BARS 20' R REQ'D (TYP.) Ir SAW CUT -4 PROP. CURB RAMP. 6" CONC. SW REQ'D (TYP.) I I m In -rvo 5A4 D.W.F. F\ I .. . . ...... BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY Ji� ]ON DESCRIPTION ELEV. DESIGN DATE FEBRUARY 2023 ISSUED FOR CONSTRUCTION 5/10/2023 CONCRETE PATCHWORK DWEST 9TH AVENUE DESIGN ENGINEER DESIGN ENGINEER JWF SOUTH WESTHAVEN DRIVE INTERSECTION CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 10 20 CITY CONTRACT 23-02 SHEET 13 OF 34 \kn 41 i 4: d oo It IL ul W. LINCOLN "E v Z C�D 716 ... ... . ......... 11--6 . ...... lo C��D.c C�D L.F. 10" SAN. 0.30% c� w. - - - - - - - - - - - 7A L.F. 48"_STO. ------ �" WM RELAY P-87 *�ALK� EA,LM �Z�c PR44 f 17 T "elA c 1p In vi c. C�D 12,00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 WATER MAIN FITTING L-2 V-1 SCHEDULE 767 -------- . .. ... ........ . ... . . . ........................ . . . .. ... . . .. ....... . . . ...... ....... ..... ............... . 767 B-1 = 8"11.25 *BEND STA.=14+92.8,8.0'RT L-21 V-1 = 8"VALVE STA .=15+27.5,8.0'RT EX. CL T-1 = 8"X8"TEE STA.=15+30.7,8.0'RT 766 766 V-2 = 8"VALVE STA.=15+33.8,8.0'RT V-25 = 8 . VALVE STA.=15+30.7,6.0'RT 765 765 B-2 = 8"45* BEND STA.=15+30.8,3.7'RT STORM MH (O'DIA) L-20 STA. 12+23.61, 0.2' LT 764 K B'4 5 8"45* SEND STATA.*=l 5+3,1.0:17.6 LT x ' 1 764 a 8"45* SEND S RIM=765.34 48'(E)=758.03 H'4 = HYDRANT STA.=12,58.0,17.5'RT K 1T-8 8"X 6"TEE STA.=l 2+58.0, 8.0'RT STORM MH (2- DIA) L 2 (N =761.88 763 . . .. . .......... ....... . . . . ....... . . . . .................. ...... . .... . . .. . ..... ....... 763 -44 1 : ) .. . . ................. 2 (SE)=761.70 V-27 = 6"VALVE STA.=12+58.0,10.5'RT STA. 14+44.81, 29.0'RT 48'(SVV)=758.03 RIM=768.18 :-3: = 8: 22.5: BEND STA.=l 2+41.6,6.41 RT 12'(N)=764.14 DEPTH=6.56' 762 762 .3 = 8 22.5 BEND STA.=12+46.0,8.0'RT 171 Z SUMP=1.501 761 . ..... . V-28 = 6"VALVE STA.=15+49.0, 11.0'RT DEPTH=5.54' STORM INLET 1-1 5.5 L.F. 48" STD. H-5 = HYDRANT STA.=15+49.0,22.5'RT STA. 12+32.32,14.0'LT 760 /�/2`17.1 L.F. 48" STD. @ 0.10 o �6• 760 STA. 8" W.M. EL. (TOP) RIM= S78 12'(E)=762.04 759 am RELAY PROP. 759 SUMP=1.50' 3! . . . . C0.1/ DEPTH=4.50' 758 STORM MH (7- DIA')1-11 STORM SANITARY MIN L-2158 STORM INLET 1-2 STA. 14+40 68, 0.1'LT STA. 15+14.69,8. STA. 15+22.79, O.O'T STA. 12-41.35,14.0'RT RIM=76A5.9l' RIM=767.08 T LT 767.30 RIM=764.93 >'\10'(VV)=746.86L 1 757 12 (NM=7 1.93 48'(VV)=758j3o2__r : 6 12'(S)=763.85 24-(N)=759 x 81N)=752.70 2 (E)=761.93 756 48'(E)=758.26 48-(E)=758.'32 8'(M=746.86 SUMP=1.50' 48'(1V)=758.25 DEPTH=8.01 X 8' (N) DROP 5.84' 756 DEPTH=4.50' DEPTH=7.91' DEPTH=19.69' PIPE SEGMENTS STORM INLET 1.3 STA. 12-38.413,14.0'LT P-1 3 - 76.0 L.F. 1 V SAN. @ 0+30% RIM=765.07 P.14 - 16.3 L.F. 12'STO. @ 1.00% 12'(VV)=762.07 10. STATION DESCRIPTION I 12+47.27 SOUTHEAST CORNER OF ELMWOOD AND W. Ll CITY OF OSHKOSH, WISCONSIN /bu 7y� SANITARY MH L-1 * p•IS = 22.7 L.F. 12'STO. @ 1.00% SUMP=1.50' x STA. 14+47.90, 9.9' LT x P54 6.2 L.F. 12' STO. @ 0.51% DEPTH=4.50' 749 - - - - --- - . ... ..... .......... x RIM=766.68 749 P-55 = 6.0 L.F. 12* STO. @ 0.84% STORM INLET 1-4 X10 I 0:(E)=746.63 FO'RT 30.4 L.F. 10 STO. @ 0.24% 748 PTH=19.30' x 748 26 RIM=764.98 P. 7 29.1 4 L.F. 2- STO. @ 1.00% 12'("=761.98 SUMP=1.50' x Z�_17 R L.F. 10 @5AN. V a u -10 & /tl MAIN CONNECTIONS DEPTH=4.50' 747 3 =/0 -0 x 747 CO-1 m CONN. PROP. 8" WM TO EX. 8* WM C0.2CO.2 m CONN. PROP. 10"SAN TO EX. 10"SAN. @ 746.023 746 746 CO-3 m CONN. PROP. MH L-20 TO EX. 48"STO. @ 758.03± CO.4 m CONN. PROP. MH L-21 TO EX. 10"STO. @ 761.80± CO4 = CONN. PROP. MH L-44 TO EX. 6"STO. @ 764.14± 745 745 12+00 12,50 13+00 13+50 14+00 14+50 15+00 15+50 PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM, SANITARY & WATER MAIN ELEV. 758.03 DESIGN DATE 0-17-2022 ISSUED FOR CONSTRUCTION 5110/2 023 W. LINCOLN AVE SURVEYOR 1 DESIGN ENGINEER I FROM STA. 12+00 TO STA. 15+50 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 23-02 SHEET 14 OF 34 GEOTHERI LINE , F I I I i W I I ( I STORM LATERAL FOR I I 1 700 V. LINCOLN PROVIDED W OFF CHERRY STREET `-� CO-1 1 STORM LATERAL FOR lii V. LINCOLN PROVIDED ! I I I L-43 C0.7 /WOFF /yy OFF CHERRY STREET 1 1 1 I B•34 i 8-1312 ifs I I 1 Z I I B o__ i Rt 1 P 42 B•it l ] } I Z ILI Q` 1 V-6 L, 42 I I O Oa.t I O' O¢pp TYP.O3 a uj ul O¢ J+ UV + 1 + J W +,Wj 1 + +J I J ;o Y 720 711 112 708 - 700 Ip P-22 IP I . `� = o• 628 0 120 612 - !� _ \U NEYI6• \ \U TYP. i N V U P•21 v aM iF21 I, 1 SAN LAT 1 I I I I ` .-1 I ;... ! ' I Vl� 1 N M 1 Vil\1 I M MN � I � I L 6D _ T 30.06• 30-06' 6 1. - ti �._ 60-.12' 1 / § +_ - - _ _ P-20 L-26 Ip I .. ____. .._ ST .._ _ T . -.� ` .._ _-yam-. IP °: J -1- Y - - - _ - - - - - - - _ i Finn .. (� 288.0 L.F. 10" SAN. B-1 c7 1 -1 V-2 I , PROP. 8" WM RELAY 11 ULO .4 L.F. 48" STO. 0.40% A LI E _ _ _ __ A _ - _ _ _ _ _ _ - - _ _ - _ - - _ - _ - _ _ - ._. _ A - --'-' 6 .0 .... CO-5 f C0.6 �I V-7 7 li i �- 60 !� R 2 I ST 1l _ _ IttP.O =; 721 123 o n 15 B•17 " to � ^ 623 621 _N 615A p-•'.1/'� -_ - 1 o n P 4Nn \n 623A 615BnP. 2 o ± P•23L-27 L-8 6 ! 8M k3 M o I 6238 M± I 615C ± N f N ao y g P 91 .i 768.77 N i N i 615D vi W. LINCOLN "E N I� I 15+50 16+00 16+50 17+00 17+50 18+00 16+50 19+00 WATER MAIN FITTING STORM INLET 1.5 STORM MH (8' DIA) L-24 STORM MH (7' DIA) L•25 SCHEDULE STA. 17+72.77, 18.O' RT STA. 17+72.89, 8.0' LT STA. 18+18.81, 8.0' LT EX. CL PROP, CL ' RIM=765.88 RIM=766.08 RIM=766.34 - - ----- - - _- _ _ ' - " T 2 8' X 6" TEE STA 12°(N)=762.88 48"(VV)=756.58 48"(VV)=758.63 __ _-- - - _ - -=" - - - - _ - - -- - - - .__. - ,• _ 12"(Wj=762.88 48"(E)=758.58 27'(M=759.47 767 V-4 L-3 '----- - - 767 V°3 = 6" VALVE STA=17+60.0, 10.5' RT SUMP=1.50' 12"(N)=762.78 48"(E)=758.63 j _ V-5 L 25 H-1 = HYDRANT STA.=17+60.0, 23.0' RT DEPTH=4.50' c.. 12"(S)=762.62 DEPTH=6.97' 766-__._._.............-._.._..,.................. _............___ - .__ ... _.......................____..____.._ - _-_-______._ _ _ -...._......____-,_........--...__-_ ___ 766 B•17 = 6" 45° BEND STA= 18+18.9, 47.2' RT DEPTH=6.75' STORM INLET I.6 B•16 = 8" 45° BEND STA.= 44.7' RT STA. 17+67.46, 18.0' RT STORM MH (W DIA) L•26 STORM MH (4- DIA) L-27 j 8•15 = 8" 45° BEND STA= 18+04.8, 44.5' RT RIM=765.90 STA. 18+19.13, 38.0' LT STA. 18+05.20, 53.2' RT 765 ! 765 B-14 = 6" 45° BEND STA=18+02.1, 41.7' RT 12°(E)=762.90 RIM=766.12 RIM=766.71 I R•2 = 8" X 6" REDUCER STA=18+02.2, 39.4' RT - 27"(S)=759.77 27'(S)=758.68 764 ........................_ ......_._._._.__..__..._. __..._...__.___._..___ -_ _ -- __. ! _. ._.____..._...__-. _ - _ ...__ ___.-_...__ - 764 = VE STA: 17+99.7, 8.0' RT DEPTH=4.50' _..._............- ...._ ..__._...._-. _.-_. . -. _ ._ ........ I V-4 8"VALVE 27"(N)=759.77 DEPTH=7.27' V-6 = 8" VALVE STA=18+03.8, 63.6' LT 12"(Wj=782.74 STORM INLET 1.7 R-1 = 8" X 4" REDUCER STA =18+03.9, 64.6' LT 12"(E)=762.89 763 - - - -- - - 763 STA. 17+72.73, 18.0' LT DEPTH=5.61' V-5 = 8"VALVE STA =18+06.2, 8.0' RT RIM=765.88 V-7 = 8" VALVE STA.=18+02.2, 37.6' RT 12"(S)=762.88 =18♦02.7, 4.9' RT " STORM MH (4" DIA) L-42 STORM MH (4' DIA) L•43 762 _.__ - - _........._..- - - _ .__ _.... _.. ___. - _. .__....._._...__..._.__....._.........................._. ..__ - ._......_ - __ -._ - _ . - . -__ ___....__ .- - .. _ _ - _ _ _ _ _ _ - __ __ - 762 SUMP=150;88 ....._. ..... .. ... .. B-6 8° 45° BEND STA STA. 18+19.84, 63.9' LT STA. 18+15.99, 73.5' LT 8-7 = 8" 45° BEND STA=18+02.8, 1.7' RT DEPTH=4.50' RIM=766.40 RIM=766.61 761 -- - - - - - - - - 761 B•8 = 8" 45° BEND STA= 18+03.2, 21.3' LT STORM INLET 1.8 27"(S)=760.01 27"(S)=760.47 ° B•8 = 8" 45° BEND STA=18+03.2, 23.9' LT 27"(N)=760.01 27"(N)=760.47 0.10 /o P•90 STA. 17+67.26, 18.0' LT DEPTH=5.64' DEPTH=5.39' 760 - i T p _ - B•11 = 4" 45° BEND STA=18+03.6, 09.1' LT RIM=765.89 PROP. 8" WM RELAY' . ' . 760 B•11 = 4" 45° BEND STA=18+18.8, 69.1' LT 12"(E)=762.89 B•12 = 4" 45° BEND STA=18+19.8, 70.3' LT SUMP=1.50' 1 • • B-1 = 4" 45° BEND STA=18+19.9, 74.7' LT DEPTH=4.50' SANITARY MH .4' SANITARY MH L•8 759 - _ _ _ _ _ 1 _ • ' - '• •'PROP. 8" WIW RELAY: ' . •' 759 C•13 = 8"X 8" CROSS STA=18+02.7, 8.0' RT STA. 66.5421, 37.4' RT STA. 18+11.55, 54.5' RT „�.:;. STORM INLET 1.9 RIM=768.54 RIM=766.82 6.34 = 4" 45° BEND STA=18+06.1, 89.3' LT STA. 17+95.44, 38.3' LT 8°(N)=747.87 8"(N)=758.25 _ - 8"(S)=758.15 12"(S)=758.27 Ise -._.......__. .._.._._.___.._...._..._..._..-----...__.___.._..-±-----._._........____...---.._.---._..........._.............._......__..._...._---- .......__._ ..._._..._.._.. _ _............._..-_.......-----....._.................................._ Ise STA. 8" W.M. EL. (TOP) - _ RIM 765.98 12"(E) 762.98 8" (S) = 747.87 DEPTH=7.83' ! ! SUMP=1.50' 8" (S) DROP = 10.27' DEPTH=17.92' 757 --- -- 1 757 DEPTH=4.50' j STORM INLET I-11 STA. 18+27.4 37 7 LT 756 ............. ..........__._....._._._......_ _.._.._-....._-_.. ---...._......__............... .....__..._.._.--._._...........__...__......._-.....__...-'--'---.._-..___._ .._...__ .__ ...........__.._................._.-_...... _-...... .-'- - - 756 RIM-785.97 12"(W)=762.97 SUMP=1.50' SANITARY MH L-3 PIPE SEGMENTS DEPTH=4.50' _ __STA. 18+10.81, 0.0'T P•1 = PROP 8" VVM RELAY -.........-_....._-_......._. - RIM=766.44 P-2 = PROP 4" WM RELAY P-70 = 17.1 L.F. 8" SAN. @ 0.60% 10"(VV)=744 P-3 = PROP 8" WM RELAY P-71 = 37.4 L.F. 8" SAN. @ 0.40% MAIN CONNECTIONS 750 8"(E)=747.72 750 P-4 - PROP 6" WM RELAY P-72 = 10.0 L.F. 12" STO. @ 1.00% CO-6 = CONN. PROP. 8'STO TO EX. 8' STD. @ 763.301 8"(S)=747'72 P-58 - 5.5 L.F. 12° STO. @ 0.31% P-84 = 10.4 L.F. 27" STO. @ 4.43% CO-7 = CONN. PROP. 4" WM TO EX. EX 4" ST 749-_............. _._..........._-_......__.....__.___..-___.___._.__.__-..._._..___-.-_._.......___....__..___...._..._.... _... __-_.___.___.._.___...__- -_ DEPTH=17.97' 749 P-59 = 5.3 L.F. 12" STO. @ 0.43% CO-8 = CONN. PROP. 6" WM TO EX. 6" WM P-18 = 30.0 L.F. 12" STO. @ 1.00% P-91 = 5.4 L.F. 12" SAN. @ 0.60% CO-9 = CONN. PROP. 12" SAN TO EX. 12' SAN. @ 758.30i 748 --_ -__ -, - - - -= - - -I- - - _ 365.4 L.F. 8" SAN. @ 0.40°/D P-20 = 23.7 L.F. 27" STO. @ 1.00% CO.10 = CONN. PROP. 27" STO TO EX. 27" STO. @ 758.68t 288.0 L.F. 10" SAN. @ 0.30% - 748 P•20 = 23.7 L.F. 12" STD. @ 1.00% CO.11 = CONN. PROP. 27" STO TO EX. 27" STO. @ 760.46t P-22 = 25. L.F. 12° STD. @ 1.00% P-23 = 25.9 L.F. 27" STD. @ .24 % 747-...'-"-'--.-_...._.._....... _............. _-------_-___........................_._.._ .._.__._---- - 747 P-23 = 5.1 L.F. 27° STD. @ 0.24% 746 746 15+50 16+00 16+50 17+00 17+50 16+00 18+50 19+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SANITARY &WATER MAIN N0. STATION DESCRIPTION ELEV. DESIGN DATE 10-17-2022 ISSUED FOR CONSTRUCTION 5/10/2023 ' 2 15+51,18 NORTHEAST CORNER OF MCKINLEY AND W. LINCOLN 769.05 SURVEYOR W. LINCOLN AVE 3 18+33.94 SOUTHEAST CORNER OF CHERRY AND W. LINCOLN 768.77 DESIGN ENGINEER FROM STA. 15+50 TO STA. 19+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-02 SHEET 15 OF 34 STERN LATERAL FOR LU 628 W. LINCOLN PRII 7 LU OFF CHERRY STREET 13VIDED 64' L-3 P-34) B-34 1 1 1� �.; I I B-12 In B-10 P-2 0- 3 B-11 P•33 -12, S.C. 2+64.2 (TV) -H-1 R-1 (P 84 .0 9 V-6 0 P-92 CO-15 L4 P-93 i rn c� 0 q B-21 L-12 B-20 1 TYP. 3 0 608A * 602 1 (1) " C' - F614 F 0 -1 0 + + ci P-86 Lu + B- + DIP P-2 x I,, n -4 0 wa 0- 0 526 - 1 620 608 Ty 6T. -11 D F120 F514 El F-628-1 F�-1 2-1 0 'j't 3 (3 V) I" vi B-1 8 -6 BM 767.42 n n In Q - --M-75'--, /F Hi- ST R-3 -, - TF_IT: + + '60-T'qH . .. ..... ... Wz iF IAI qW, IC2. L -1.1 -0 0.40U 18� A Qm-25J- 1 1 365.4 L.F. 8" SAN. 0 0.40% 2 !;bb, 1 21+00 1 1 1,"' 1 1\ 1 L-4 I I : 9 22 23+06 1 1 1� P65.8 L.F. 5" S, W: 2 B-r,' B-7' �AN SAN_ V-9 + -0. P-25 - I+ SAN C-2 V- 0 SANPROP. 8"�Yfillll RELAY T-2 PROP. 8" WVM RELA L 0 0- 0- 1-6 1-5 D- P-77 0 Ip.. . ........................ ... . ...... . .......... .. ....................................... . I . .. ... ........ . ......... . . ............... . .. . ........... . ...................... -3 7 j H-2 1-:::: 4 0 7� ... . ...... A-\J J/1 + . . ...... . 60 .0147 .. i 0 35./o- (I I 110 Ab 44 0- ST H,,o- TT=�llll �,(yoo- T 51 T + 1-20 B-17 B-14 "o F51 9 B-15 231 121 615A Typ- (D F115 525 F523 F B607 0oCi 0615B + R 2 _ A + + + + + ci 0 13M #3 623EII 615C 768.77 3 6 q . - C 9 P-91 ui615D cp- 1 of 6 (3 1 d Ui cc STORM LATERAL I FOR %N IN STREET V(IFF ISCONS PROVIDED W. LINCOLN "E 525/527 LV F- - - - - - - - - - - - - - - 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 MAIN CONNECTIONS 766 CO.12 = CONN. PROP. 24" SAN TO EX. 24" SAN. @ 754.751 CO.13 = CONN. PROP. 12" SAN TO EX. 12" SAN. @ 756.851 765 CO.14 = CONN. PROP, 27" STO TO EX. 27" STO. @ 759.281 CO.15 = CONN. PROP. 6"WM TO EX. 6" WM 764 CO.16 = CONN. PROP. 24" SAN TO EX. 24' SAN. @ 754.501 co'iS = CONN. PROP. 6"WM TO EX. 6'WM C0.19 = CONN. PROP. 27" STO TO EX. 27- STO @ 769.04 763 762 STORM INLET 1.13 STORM INLET 1-14 761 STA. 21+37.17, 18.0' LT STA. 21+31 '19, 18.0' LT RIM=764.89 RIM=764.91 12-(S)=761 .89 12-(E)=761.91 760 12-(M=761.89 SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' 759 STORM INLET 1.15 STORM INLET 1-16 758 STA. 21 +37.18,18.0- RT STA. 21+31.18, 18.0- RT RIM=764.89 RIM=764.91 12-(N)=761.89 12-(E)=761.91 757 12-(VV)=761.89 SUMP=1.50' SLIMPV.501 DEPTH=4.50' DEPTH=4.W 756 STORM INLET 1.17 STORM INLET 1-18 STA. 21+57.64,37.3'R, STA. 21+57.63, 43.3' RT 755 RIM=764.94 RIM=764.96 12-(E)=761. 90 12'(N)=761.96 12"(S)=761.90 SUMP=1.50' 754 SUMP71.501 DEPTH=4.50' DEPTH=4.541 753 STORM INLET 1-19 STA. 21 +93.65,37.3'RT STORM INLET 1.20 RIM=764.91 STA. 21-93.64, 43,3' RT 752 12-(M=761.82 RIM=764.88 12-(S)=761.82 12'(M=761.86 SUMP=l ' so, SUMP=1.60' 751 DEPTH=4.59. DEPTH=4.50' 750 749 748 EX. CL PROP CL V-10 29 47.11 L.F. 42 18.4 L.F. 48" STO. U(v uAu-/o . . . 1111AK z z z z'zlz PROP. RE .... .. - - - ------ ....... . ... . ............... (4- DIA) L-32 . . ....... . . STORM WIN (6- 61A) L-28- STORM MH (7- 01A) L-29 -STORM MH (w 01A) L-30 C-2 ....... . .............. STORM MH (W DIA) L-31 STORM MH STA. 21+81.16, 71.3' LT STA. 21+79.61,38.3'RT STA. 21+37.19, B.O'LT STA. 21+84.30, 8.0'LT STA. 21-84.79, 43.0' LT RIM=765.22 RIN1=765.09 RIM=765.38 RIM=765.20 -RIM=765.13 - 27'(S)=759.24 12"(E)=761.68 12-(N)=761.79 I 42'(VV)=758.99- 27'(S)=759.16 27-(N)=759.24 12-OM=761.68 12"(5)=701.63 E 42'(E)=758.99 27'(N)=759.16 DEPTH=5.14' 27-(S)=759.04 E 27'(N)=759.05 DEPTH=5.29'--- --42-(E)=758.94 DEPTH=5.43' 48'(W)=758.94 DEPTH=5.63' I DEPTH=5.39' X ..................... .......... . - - - ------------ ------------ - - ---- - -- ........ SANITARY MH L-12 . . ............ . . . ........ .. SANITARY MH L-11 ........ SANITARY MIN L-10 . . . .. ................ - - -------- x SANITARY MH L-4 STA. 21+70.71, 56.0'LT STA. 21+76.96, 50.9'LT STA. 21+68.86, 58.6'RT X STA. 21+76*17,0,0'T -RIM=765.18 --RIM=765.35 RIM=7135,29 -2 -RIM=755.49 8-(SE)=749.42 8'(S)=749.39 24-(S)=754.53 8'=749. A (M W 24'(N)=754.08 12-(N)=750.81 DEPTH=10+001 8'(E)=749.18:: . . ........ ........ . .... 10-(N)=749.42 ...... . . - - ----- ...... . .......... i -- 8'(NW=749.39 ) �( 8 N)=749.191 - 10' (N) DROP = 5+26', 24"X70TEE REO-D, FIELD Fff 8'(N)=749.39 DEPTH =15.55' DEPTH=15.01' 8- (N) DROP=7.42',12'X8- TEE REQ'D i DEPTH=15.21' 355.8 L.F.8" SAN. . . . . . . . . .. . .............. . .... ........... . 365.4 L.F. 8" SAN. @ 0.40u/0 . . . ............. WATER MAIN FITTING SCHEDULE 766 B-26 = 6"45* BEND STA .=21-83.3,58.7'RT 765 B-24 = 6" 45' BEND STA.=21+83.4, 54.9 RT * 23 = 6"45: BEND STA.=21+83.4,51.6'RT 764 22 = 6. 45 SEND STA.=21-68.1, 36.0'RT R-4 = B"XS"REDUCER STA.=21+68.1,33.8'RT V-11 = 8" VALVE STA.=21+68.4,10.2'RT 763 V-8 = 8" VALVE STA.=21+65.5, 8.O'RT C-2= 8: X 8" CROSS STA.=21+68.4, 8.O'RT V-10 = 8 VALVE STA.=21+71.2, 8.O'RT 762 R'3 = 8'X6"REDUCER STA.=21+68.7,35.6'LT 761 1. 18 6 45 BEND STA.=21+68.8 37.71 IT B-19 = 6"45: BEND STA .=2, +86.0:50.9'LT 8.20 = 6"45* BEND STA.=21+86.1, 55.0'LT 760 B-21 = 6"45* BEND STA.=21+86.1, 57.3'LT H-2 = HYDRANT STA.=22+18.1 ' 23.0 ' RT 759 V-12 = 6" VALVE STA.=22+18.1,10.4'RT T-3 = 8"X 6* TEE STA.=22+18.1, 8.O'RT D*2 = DEFLECT STA.=21+79.5,47.6'RT 758 757 STA. " W.M. EL. (TOP) 21+65.5 (VALVE) 757.79 756 21+68.4 (CROSS) 757.79 21+71.2 (VALVE) 757.79 22+18.1 (TEE) 758.76 755 PIPE SEGMENTS P-S= PROP 8"WM RELAY P-29 = 22.0 L.F. 12" STO. @ 1.00% 754 P-6 = PROP 6'WM RELAY P-30 = 14.1 L.F. 12" STO. @ 1.00% P-7= PROP VWNI RELAY P-31 = 8.7 L.F. 27" STO. @ 0.24% 753 P-8= PROP 6"WM RELAY P-32 = 35.0 L.F. 27" STO. @ 0.30% P-24 = 10.0 L.F. 12" STO. @ 1.00% P-33 = 28.5 L.F. 27" STO. @ 0.30% P-2: = 26.0 L.F.12" STO. @ 1.00% P-34 = 3.3 L.F. 27" STO. 1.32% 752 P-2 = 50.9 L.F.8" SAN. @ 0.40% P-89 = 6.0 L.F. 12" STO. @ 0.35% P-28 = 8.1 L.F. 24' SAN. @ 0.13% P-73 = 6.0 L.F. 12" STO. @ 0.33% 751 P-92 = 15.5 L.F. 12' SAN. @ 0.30% P-74 = 6.0 L.F. 12" STO. @ 1.00% P-93 = 8.8 L.F. 24" SAN. @ 1.19% P-75 m 6.0 L.F. 12" STO. @ 1.00% P-86 = 8.1 L.F. 8" SAN. @ 0.40% 750 749 748 19+00 19+50 20+00 20+50 21 00 21+50 22+00 22+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM, SANITARY & WATER MAIN NO. I STATION DESCRIPTION ELEV. DESIGN DATE 10-17-2022 ISSUED FOR CONSTRUCTION 5/10/2023 4 22+00 NORTHEAST CORNER WISCONSIN AND W. LINCOLN 1 767.42 W. LINCOLN AVE SURVEYOR DESIGN ENGINEER FROM STA. 19+00 TO STA. 22+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: CITY CONTRACT 23-02 SHEET 16 OF 34 ilI I S.C. 0+51.5 (TV) I I r I I-21 • INLET IN DRIVEWAY P.34 n II REQUIRES fLAT64CWORNEY CO.II! Z III Z III ZIII Z ! 3/4" LEAD S.C. 2+64.2 (N)CO-13 C 20 PP9! CO-15 -93 I,I I L-13 ! BR-1-38 •11 Y D L- -"-- _ 0IN'-- - ST ..... _. �tJgl 75'-\ I _ ��I ........ oS1T - _. _.fi .00 _ _\ mI I - „ ' CO jlCoo•310 L-1ooP86 0 kil ttP.O+ 20526 5514 510 ! 50410 pq iU . P42 1-32 eM p 767A2 vi30P 10 L 38 BM tt5 IV) v`U.+�Itin Myr n 2vi RR•6 _6® {/...... _..._ i• jF: _ i m PROP. -0 8 L.F. 8" SAN- 0 0 L.F. 8" S N. O 0.60% SAN- PROP. 81 WM RELAY IL]_aoJ omNNwaa m !n ooP•74`. IPtB iIt -P•8q 12(0 I! P{.7m„5 527 aa^c�_ iI �I� 575' ST ` iII aoJ�. ¢N�i �00'"} ST II a o UO` ST II 60:00'- - _ _ -- II --�I I Jo O.: iP CPO{-2B2-j26R.P5+ }p n\aJ _o1 - v Z:MaJt II Na�• - :oJr 120P-29 STIP0 r 60�0' 0 I-29 P 31 ttO-45 TYP. 2 417o 3 o ,a t d F-44 B-2ovU 5ttP.O 8 23 L-o M\nm o 1N B-28 + +nI 5118 B•219 o B-25 I +M U vi { U _ z!i - n r vi ILONSINvi I I _ (I _ C2i3 i P vCi ti ,_.._ (3 , oUi H c ,6 STORM LATERALIFOR 5752 PROVIDE OfS52D STREET f I,I NN I W. L I N C O L N AVE L �-------- 22+50 WATER MAIN FITTING SCHEDULE 765 B-28 = 6" 45° BEND STA=25+38.2, 55.1' RT 764 8-27 = 6" 45° BEND STA=25+38.3, 52.9' RT 8.26 = 6" 45° BEND STA =25+23.4, 37.5' RT R•5 = 8" X 6" REDUCER STA=25+23.4, 35.3' RT 763 V•17 = 8" VALVE STA=25+23.8, 10.6' RT V•14 = 8' VALVE STA=25+21.1, 8.0' RT 762 C.3 = 8" X 8" CROSS STA=25+23.8, 8.0' RT V•16 = 8" VALVE STA=25+26.9, 8.0' RT V. = 8" VALVE STA=25+23.9, 5.0' RT 761 R-6 = 8" X 6" REDUCER STA=25+24.5, 36.9, LT 8-30 = 6" 45° BEND STA=25+24.6, 38.9' LT 760 B•31 = 6" 45° BEND STA=25+40.5, 54.3' LT T-4 = 8' X 6" TEE STA=24+79.8, 8.0' RT V•13 = 6" VALVE STA=24+79.8, 10.0' RT 759 H-3 = HYDRANT STA=24+79.8, 23.5' RT B-29 = 6" 45' BEND STA=25+38.2, 57.5' RT 758 D-3 = DEFLECT STA=25+24.1, 7.8' LT 757 STA. 8" W.M. EL. (TOP) 756 24+79.8 ((EE) 758.46 25+21A (VALVE) 758.43 755 25+23.8 (CROSS) 758.43 25+26.9 (VALVE) 758.43 754 753 MAIN CONNECTIONS 752 CO.20 = CONN. PROP. 12" SAN TO EX. 12" SAN. @ 757A2t 751 CO.21 = CONN. PROP. 6" WM TO EX. 6" WM CO.22 = CONN. PROP. 12' STO TO EX. 12" STO. @ 760.16t CO.23 = CONN. PROP. 6" WM TO EX. 6" WM 750 749 23+00 23+50 24+00 24+50 25+00 25+50 26+00 PROP. CI. EX. CL _ -16 L-5 - - - - - L-35 L-33 � L•34 168.9 L.F. 36" ;TO. @ 0.10% - P'95 -:; I •'.•'•'.•'•'.•'•7•'•'.•'•'.•'•':•'•':•:•':•'•':•'•':•'•'�•'•'�• I PROP.�B"WM RELAY•. MH L•13 - 58.5' LT ----- - -6.98, .PROP.8"-WMRELAY::•:,•:,•:,• MH (8' DIA) L.33STORM MH (6' DIA) L-34--STORM MH 6' DIA L•35 SANITARY STA. 23+24.80, 8.0' LT STA. 24+93.73, 8.0' LT STA. 25+40.01, 8.0' LT STA. 25+32.82, RIM=764.61 RIM=764.53 RIM=764.72 RIM=764.85 36"(VV)=759.30 24"x38"(VV)=759.35 8"(S)=750.83 12"(N)=761.31 12"(N)=761.23 12"(N)=760.32 12'(N)=757.41 42"(W)=759.13 12"(S)=761.07 24"x38"(E)=759.35 8"(N)DROP 36"(E)=759.13 24"x38"(E)=759.30 18'(S)=759.82 DEPTH=13.27' DEPTH=4.73' DEPTH=4.48' DEPTH=4.62' _ ( _ STORM MH (4' DIA) L-36 STORM MH (4' DIA) L•37 STORM MH (4- DIA) L-38 STA. 25+40.58, 44.9' LT STA. 25+39.21, 36.0' RT STA. 25+15.93, 49.0' RT RIM=764.48 RIM=764.49 RIM=764.44 12"(�=760.94...._-_................._...-18•(M=760.06..._.-..__...............18"(NE)=760.13-_-_...._..._._.........._........_-.._...___.__-_.. 12"(E)=761.08 18"(SW)=760.06 12'(S)=760.13 12"(E)=761.19 12"(N)=761.17 DEPTH=3.12' DEPTH=3.68' DEPTH=3.55' SAN. @ 0.40% "----_.__...._.....__ _..... ..�-.- ........ ._.__..._. , __.............. -- ..... _- ...... - __........... _..__._........ _................ __....... ___._.___{--STORM -- _ xI _....____. .... ... .............................__ SANITARY MH L-5 STA. 25+31.95, 0.O' T _. RI = 8 .82 (m=750.61 8"(E)=750.61 X _8"(N)=750.61 DEPTH=13.46' SAN. 60% - 231.0 L.F. 8" @ 0 . I ---......_......__.....--- ...... -... - ---.... _.......... _.._................ - ..__.......I 355.8 L.F. 8" I ! ! i 1 I 765 764 763 STORM INLET 1.21 STORM INLET 1.22 PIPE SEGMENTS STA. 23-24.80, 18.0' LT STA. 23+40.00, 18.0' LT 762 RIM=764.41 RIM=764.46 P.9= PROP 8" WM RELAY 12"(S)=761.41 12"(W)=761.46 P•10 = PROP 6" WM RELAY 761 12"(E)=761.41 SUMP=1.50' SUMP=1.50' DEPTH=4.50' p.11 =PROP 8" WM RELAY DEPTH=4.50' P•12= PROP 6" WM RELAY P-35 = 10.0 L.F. 12" STO. @ 1.00% 760 STORM INLET 1.23 STORM INLET 1.24 P-36 = 26.0 L.F. 12" STO. @ 1.00% STA. 23+24.80, 18.0' RT STA. 23+18.80, 18.0' RT P•37 = 10.0 L.F. 12" STO. @ 1.00% 759 RIM=764.41 12'(N)=761.41 RIM=764.43 12"(E)=761.44 P-36 = 26.0 L.F. 12" STO. @ 1.00% 12"(W)=761.41 SUMP=1.50' P-39 = 44.0 L.F. 18" STO. @ 0.54% SUMP=1.50' DEPTH=4.50' P-40 - 36.0 L.F. 12" STO. @ 0.80% 758 DEPTH=4.50' P-41 = 9.9 L.F. 12' STO. @ 1.00% STORM INLET 1.25 STORM INLET 1.26 P•42 = 26.1 L.F. 12" STO. @ 1.00% 757 STA. 24+93.73, 18.0' LT STA. 24+87.72, 18.0' LT P-43 = 10.2 L.F. 12" STO. @ 1.00% RIM=764.33 RIM=764.35 P-44 = 26.7 L.F. 18" STO. @ 0.27% 12"(S)=761.32 12"(E)=761.34 P-45 = 11.6 L.F. 12" STO. @ 1.00% 756 12"(V4)=761.32 SUMP=1.50' P-48 = 50.5 L.F. 8" SAN. @ D.40% SUMP=1.50' DEPTH=4.50' p.49 = 4,6 L.F. 12" SAN. @ 0.38% DEPTH=4.50' P.76 = 15.2 L.F. 12" STO. @ 0.30% 755 STORM INLET 1.27 STORM INLET 1.28 P.77 = 6.0 L.F. 12" STO. @ 0.40% STA. 24+93.73, 18.0' RT STA. 24+87.76, 18.0' RT P-78 = 6.0 L.F. 12" STO. @ 0.33% 754 RIM=764.33 12"(N)=761.32 RIM=764.35 12"(E)=761.34 p.79 = 6.0 L.F. 12" STO. @ 0.33% 12"(M=761.32 SUMP=1.50' P-95 = 46.3 L.F. 24"x38" STO. @ 0.10% 753 SUMP=1.50' DEPTH=4.50' DEPTH=4.50' STORM INLET 1.29 STORM INLET 1.30 752 STA. 25+13.20, 37.7' RT STA. 25+49.20, 37.8' RT RIM=764.29 RIM=764.29 12'(S)=761.29 12"(W)=761.29 751 SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' STORM INLET 1.31 STORM INLET 1.32 750 STA. 25+14.49, 45.3' LT STA. 25+50.47. 44.7' LT RIM=764.20 RIM=764.18 7 4 9 12"(E)=761.20 12'(W)=761.18 22+50 23+00 23+50 24+00 24+50 25+00 25+50 SUMP=1.50' SUMP=1.50' 26+00 DEPTH=4.50' DEPTH=4.50' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM, SANITARY & WATER MAIN W. LINCOLN AVE FROM STA. 22+50 TO STA. 26+00 NO. STATION DESCRIPTION ELEV. DESIGN DATE 10-17-2022 ISSUED FOR CONSTRUCTION 5/10/2023 5 22+25.40 NORTHEAST CORNER OF WRIGHT AND W. LINCOLN 766.52 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 40 CITY CONTRACT 23-02 SHEET 17 OF 34 III S.C. 0+51,5 (TV) - - - - - - - - - - - - - - - - q d CCli 3/4- LEAD -2 ::OD (-P C21 ITT- - L-13 0 ) 8- z 6 0 00 04 L 0 0 0 TYP.O "10 F- C� 510 1 r% d 510 1-31 F420 P42 1-32 4 Ip 11 TYP. (1) -,q 11! on nvi 30 P-10 L-36 ]p i 766.52 '41 .. 1: BM#5 n no --------- n VIII . . ... ..... ... i(P-65-00 R-6 + f li-] V.6a, IAI 711.16 78.30' + Ip . . ....... . . ........... ....... P-9 RIM=7".62 1-26 (1-25 �, I - ABAN. 1-3 CO-24 w (ABAN.)- IN P-78 -37 D-3 (ABAN.). AB 7 W.9 L.F. P-95 SS P- 0 -puiT9--9q-10*% 4-- - -' - - - - - 4 1 11 -- 10 2R6 L.F. 8" S1 N. 0 0.60% 355.8 L.F. S" S, L-34 26+00 UOU 2 tOO 00 1 1 w5i- - - 'too '767164 T w i 355.11 ELF. --S. ---(ABAN.) sAN--4- T-SAN- - 3AII- IN SAN-- SA SAN- SAN- P-51 T-4 V-15 cv. ff) LtELAY P-38 R C-3 PROPm 81 VVM RELAY i k COD. CT- P-79 V-14 P-69 (9-- SAN i SAN 0 V-17 cv. -DO .......... H- R a -7 0 P-11 I . .. . ............... ........... . . . .... + L-37 + -Bo-.00' A 60-.00 120. 0' Ip + 1 - - - - - - - - - : 1-30 Ll (b 1 -1 -6 4p" 94.50 51.00' P-4 ULO SANITARY TYP.O <a+ an Nom�_._ k i Iii - --i� .`3 -- -I- (9 -- F307 5031 5 51 4-11 LATERAL F ci 6a 0 n + + F5 IA + ui -1 0-2 511 B 0 3 -j (3 C vi vi (3 ui ;.C9'+p9.3 (TV) vi W. LINCOLN AVEIli ---------------- ------------------ 26+00 26+50 27+00 27+50 28+00 28+50 WATER MAIN FITTING SCHEDULE 765 V-18 = S. VALVE STA.=28+21.0, 8.0'RT V-19 = 12" VALVE STA.=28-24.5,4.9'RT T-S = 12 X8"TEE STA.=28+24.4,8.0'RT 764 V.20 = 12:VALVE STA.=28+24.4,11.4'RT CP-1 = 8"CAP STA.=28+23.5,10.5'LT 763 762 761 760 759 758 757 STA. 8" W.M. EL. (TOP) 756 28+21.0 (VALVE) 75820 28+24.4 (TEE) 758.20 755 754 STA. 12" W.M. EL. (TOP) 753 28+24.4 (CONN.) 758.20 28+24.4 (VALVE) 758.37 28+24.5 (TEE) 758.37 752 28+24.4 (VALVE) 758.37 28+24.4 (CONN) 758.37 751 750 PROP. CL A EX. CL .... ....... .. . . .. .... ........ . ..... ......... .. . ............. .... . ....... . - - -- - ----- . . .... . .............. 252.9 L.F.24" 38" STO. @ 0-110% 1 M-77 7' P-80 77 STO. @0.10% T-5 --�22.2L.F.24"x3s" PRo .8"W''M' RELAY ..... . ......... - ..... . . ....... . . ............. ... .STORM MH (6'DIA) L-40 STORM MH (WIDIA) L-41 STA. 27+92.92,8.0- LT -STA. 28-15.09.9.0'LT 'RIM=764.08 RIM=764.36 24'x38'(W)=759.62 SANITARY MH . .. . . . ....... ....... . . . . ........ 24 x38 (E)=759.00 ---STA. 27+153.00, 0.0'T 12'(S)=760.66 RIM=764.34 .12- (S)=760.62 12'(E)=760.66 F(W)=751.99 . . ..... . .... .............. . . . . . ............ - 231.0 L.F. 81' SAN. @ 0.60% > x SANITARY MH 05.4112 STA. 1 REBUILD 8+32.17, 5.9'LT MH 8.7 V.F. x RIM=764.62 X _24'(M=756.12 12"(N)=753.13 x 12'(S)=753.13 INVERT REMOVE WEST IN ............ L'6 77� .. . ............. . . ............ . . . . . ............... PIPE SEGMENTS 765 P.:= 10.0 L.F. 12" STO. @ 1.00% ,O P" 1 = 26.0 L.F. 12" STO. @ .00% 764 P.68 = 6.0 L.F. 12- STO. @ 0.30% P'69 = 6.0 L.F. 12" STO. @ 0.30% 763 P-80 = 22.2 L.F. 24"x38"STO. @ 0.10% 762 761 STORM INLET 1-33 760 STA. 27+92.92, 18.0'LT RIM=763.88 12 (S)=760. 8 759 2 (W)=760'68 SUMP=1.50, DEPTH=4.50' 758 STORM INLET 1-34 757 STA. 27+92.92, 18.0'RT RIM=763.88 12-(N)=760.88 12-(VV)=760.88 MAIN CONNECTIONS 756 SUMP=1.50' CO.24 = CONN. PROP. 12" STO TO EX. 12" STO @ 760.66± DEPTH=4.60' CO.25 = CONN. PROP. 12" STO TO EX. 12" STO @ 760.66± 755 STORM INLET 1-35 CO.26 = CONN. PROP. 12" STO TO EX. 12" STO @ 760.66± 'STA. 27+80.93,16.0'LT 2 CO.27 = CONN. PROP 12" WM TO EX. WM : 754 RIM=763.90 CO.50 = CONN. PROP. 2 WM TO EX. 12" WM 12"(E)=760.90 r �UMP=1.50' 753 DEPTH=4.50' STORM INLET 1.36 752 STA. 27+86.92, 18.0' RT RIM=763.90 12'(E)=760.90 751 SUMP=1 .50' 750 DEPTH=4.50' 26+00 26,50 27+00 27+50 28+00 28+50 NO+STATION BENCH MARKS - USGS NAVELEV. -17-2022 D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS I DESCRIPTION DATE BY STORM, SANITARY & WATER MAIN DESCRIPTION 1 6 28+79 13± NORTHEAST CORNER OF JACKSON AND W. LINCOLN 767.66 DESIGN DATE 10 ISSUED FOR CONSTRUCTION 5/10/2023 SURVEYOR W. LINCOLN AVE DESIGN ER FROM STA. 26+00 TO STA. 28+50 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-02 SHEET 18 OF 34 161 McKINLEY STREET At I IL t - S.C. 2+38.1 Tv)\C) - - - - - - - - - - - - - - -- 0 N ii S.S.C. 0+59.9 (TV) 7s CO-30 0 L ZP-87 0 00 !J,/ . . ... ... .. VEPJl DEPTH 01 P-83 T .,0-FILTER INLET LEAD UP _302,ID! 767.03 p Lu ,Ti ��ll - - - - - - - IP UL-0-SANITARY ............ > 2 IP IP L-2 153.5 L.F. 24" STO. 0.25% M-20 IP ------209.4L.F.18"STO.@0.26%.....-..- M-21 65.8 L.F. IS" STO. 0 0.259: 221.8 L.F. 15" STO. 0 0.25% 388.0 L.F. 8" SAN. 0 0.60% SS A 0 L.F. 8" SAN. 0 0,60% 41t00 Ti 1, 1 42+ 43-1 -4#+0 6+0 R M-22 47+00- z V-1 V-2 I G SAN B-4 B.5 A 8 A q.),VX- OQ2 B _v . ..... . _4� IP FO R O ak) e FO- FO FO FO -jO. T ;-.-0 41. 07 ST =V2 8 +F _10�0-16'_ -60.67- lryp.. 2 0 H-5 (T__9 BM#2& (L 4 (L 99 769 .05 F-8! F822 I ppo F844 F846 0 6 F_- -14 1 Typ. 1 Fiso T F838 I Ty 0 8 3 BA] '06 846A] DEC- Tl� + + + I J _I: i 6 'a 0 1 TYP-(D 6 TYR d C3 6 c3 c3 (3 (3 (3 Qi vi vi CA ui ui vi 41+50 42+00 42+50 43,00 43+50 44+00 44+50 45+00 45+50 768 ................... ..... ...... 768 EX. CL 767 CL 767 WATER MAIN FITTING -22 SCHEDULE 766 . .......... ..... ........ . . ............. .... . . 766 T-I = 8"X8"TEE STA.=15+30.7,8.0'RT V-25 = 8"VALVE STA: i5+30.7.6.0'RT 765 STORM MH (7- DIA) L-22 765 B-2 = 8"45* BEND STA .=15+30.8,3.7'RT STA, 15+14.89, 8.2' LT 3 8"45' BEND STA.=15+30.8,0.7'LT 764 _-RIM=767.08 ............ ............ . ........ . ...... 764 2 8:45 BEND STA..=115+311.0 17.6'LT 48 STORM INLET MH (W DIA) M-20 B'S 8 45: BEND STA = 5+ . : 4:=j3.2 3 1 21.2'LT 2 STA. 43+61.50, 6.5' LT D-I DEFLECT STA.=15+33.0,181.2'LT 763 __48-(E)=758.32 �RIM=765.55 3 DEPTH=8.01' 24'(S)=759 V-28 = 6"VALVE STA.=15+49.0, I 1.0'RT 18'(N)=759:558 T-9 = 8"X6"TEE STA.=15+49.0,8.0'RT 762 ................ . ..... .. ------- ... . ...... DEPTH=5.97*- - - --------- 762 H-S = HYDRANT STA.=15+49.0,22.5'RT 7 761 7 761 153.5 L.F. 24" STO, @ 0.25% LZI17- 760 B-2 Z Z Z Z Z A Z Z 760 759 --- . . . . . . . . . 759 STA. 8" W.M. EL. (TOP) INM _R'EWy. 758 ........ . . ............ . ............ . . . .. . ............ . . m*--*_-'4 ...'..PROP. 81, wm PRI AV,.., 758 757 757 756 . . ............. ........ . . . . . ................ . . .... . . . . .............. ... . ................... . ............... . .............. . ...... 756 755 755 8"X 8" TEE D% 754 ;7�! 388.0 L.F. SA 1. 754 753 753 752 752 . . .................. . - ----- .... . .. . ....... . ...... ...... . ...... . . - -- - ------- . ..... 752 752 751 -SANITARY MH L-2--\< - ...................... STA. 15+22.79, 0.9 T . . . .............. . . . ................ ...... . ..... ....... . ............... 751 RIM=767 10 750 -10'(W)=746.8 750 10-(E)=746.86 8"(N)=752.70 749 . ......................... 8-(N)=746.86 ............. .......... 749 (N) = 5.84- DEPTH=19.69" 748 WDROP 748 41+50 4 0 42+50 43 00 43,50 44+00 44+50 45+00 45+50 BENCH MARS USGS NAION ELEV. KVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY , STORM & WATER MAIN _TNO. STATION DESCRIPTI DESIGN DA 2 15+51 1 TAGBOLT ON HYD 0 MCKINLEY & W. LINCOLN 769.05 SURVEYORTE 0-17-2022 ISSUED FOR CONSTRUCTION 5110/2023 McKINLEY STREET I DESIGN ENGINEER FROM W. LINCOLN AVE TO STA 45+50 7 1 44+69 1 PK NAIL ON P.P. ACROSS FROM 822 MCKINLEY STREET 767.03 0 20 4 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-02 SHEET 19 OF 34 0 0 z o BM III "3'." VERIFY BM#7 8100.FILTER 767.03S Drl- .1 INLET LEAD 45+50 S.C. 0+08.9 (TV) c� S.C. 2+38.1 (TV) uj - - - - - - - - - - - - - - - - --4 - - - - - - - - - - _. L-' y S.S.C. 0+59.9 (TV) CO-30 3/4- COPPER CqD McKINLEY STREET LATERAL LOCATION q 39 N NOTIDENTIFIEND 1-38 Np JI' I 3 M.24 P-82 Ip 1-41 Ip 12,4.50' Jjf + P-51 6a . ...... UP :65.8 L.F. 1511 STO. .25 221.8 L.F. 15" STO. 0 0.26%- 1 . - 162.0 L.F. S" SAN. @ 0.60% M-23 R -M 2-2) . 47+00- 48tOO 6+0 65p7 -(ABAN+)- -(ASAN. V-21 ' V-22 W- W PROP. S" WYM RELAY V-23 G IP R FO 0 FO -41 7'- F &5 450.07 44.0 50� S.C. 0+15.2 F86-o I Typ --W] E- 0 53144 FW46 60 "838A F846A] LL60 + tn 07 t I q. (3 1 ei I Typ-@ 6 vi 40 - - - - - - - - - - - - - - - - - --- S.C. 0+3I�p C) Vj 46,00 46+50 47+00 47+50 48+00 48+50 0- --_S.C. -S.C. 0+40.9 (TV) - - - - - - - - - - - - - - - - - - - - (TV) 0 PLUG PIPE INVERT & REFORM BENCH UP i F- - - - - - - - - - - - - - - - - - - - - - - P P.5 -5 4 00 S.C. 0+26.2 (TV) BM A* Il 767.23 -- - - - - - - - - - - - - 1 -LIT 00+09.8 - - - - - - S.C.(TV) m 0 49+00 49+50 WATER MAIN FITTING SCHEDULE V-23 = 8"VALVE STA.=45+92.5,6.0'RT 766 V-21 = 8* VALVE STA.=45+96.1, 35RT T-7 = 8'X 8"TEE STA.=45+96.1, 6.0'RT 765 V-22 = 8"VALVE STA.=45+99.1, 6.0'RT V-26 = 8"VALVE STA.=48+82.0, 6.0' RT .=4 R-7 = 8 X6' REDUCER STA9+01.0,6.0'RT 764 B-32 = 6:45' SEND STA.=49+02.5, 6.0' RT B-33 = 6"45* BEND STA.=49+05.2, 6.0' RT 763 V-24 = 6"VALVE STA.=49+06.5, 6.0'RT T-6 = 6"X6"TEE STA.=49+08.4,6.0'RT 762 761 45+92.5 (VALVE) 757.98 45+96-1 (TEE) 757.% 45+99.1 (VALVE) 75T97 760 48+82.0 (VALVE) 758.25 49+01.0 (REDUCER) 758.25 759 STA. 6" W.M. EL. (TOP) 758 49+02.6 (BEND) 758.17 757 49+052 (BEND) 760.90 49+06'5 (VALVE) 760.92 49+08.4 (TEE) 760,92 756 MAIN CONNECTIONS 755 CO.28 = CONN. PROP. 8"WM TO EX. 8'WM CO-29 = CONN. PROP. 6"WM TO EX. 6* WM 754 CO.30 = CONN. PROP. 15- STO TO EX. 15' STO @ 760.78' CO.31 = CONN. PROP. 12"STO TO EX. 12"STO @ 761.57' PIPE SEGMENTS 753 P-51 = PROP 8"WM RELAY 10 = PROP 6"WM RELAY 752 :52 81 = 24.1L.F. 12' STO. @ 1.00% :82 = 6.0 L.F. 12'STO. @ 1.00% 751 -83 = 6.0 L.F. 1 2' STO. @ 1.00% 49+50 P-84 = 7.8 L.F. 12"STO. @ 1.00% P-85 = 11.5 L.F. 12"STO. @ 0.53% P-87 = 9.9 L.F. I 5"STO. @ 0.24% 12V-24) ego, STORM INLET MH (W DIA) M-23 STA. 48+58,48, 8.4'LT RIM=764.74 15-(S)=760.83 ............. mat. "(N)=760.27 EPT H=4.35' dwmwl I 1rrA 111111... I IImIlm 1 II III %4,IIEIII11111 1 84 SANITARY MH M-2 SANITARY MH M-1 STA. 47+50.00, 2.0'LT RIM=765.15 STA. 45+88.00.2.0'LT 8'(S)=756.00 RIM=764.48 8-(S)=755.03 DEPTH=8.40' 03 ...... . ...... STORM INLET 1.38 STA. 411+19.25,29.8- LT 766 ",.=764.38 12-(S)=761- 26 12-(E)=761.26 765 SUMP=1.50' DEPTH=4.62' 764 STORM INLET 1.39 STA. 45-87.31, 29.6'LT RIM=764.32 763 12-(N)=761 . 24 12-(E)=761.24 SUMP=1.50' 62 DEPTH=4.58' STORM INLET 1-40 761 STA. 45+87.34, 23.6' LT RIM=764.30 12 (VV)=761.30 760 12:(S)=761.30 SUMP=1.50' DEPTH=4.50' 75 STORM INLET 1-41 STA. 15+06.01, 419.5'LT 758 RIM=764.32 12"(VV)=761.32 SUMP=1.50' 757 DEPTH=4.50' STORM MH (W DIA) M-24 756 STA. 46+11.43, 30.1' LT RIM=764.50 12-(N)=761A8 755 1 2.(S)=761.00 15. (W)=760.80 DEPTH=2.94' 754 753 752 751 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 BENCH MARKSNAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE :Nb�.-ATBION DESCRIPTION ELEV. -- -- --- L-- By ----I SANITRY, STORM, & WATER MAIN STATION i DESIGN DATE 10-17-2022 ISSUED FOR CONSTRUCTION 5/1012023 1 45+ 2 TAGBOLTON HYD A JOHN &W. INCOLN 67.17 SURVEYOR McKINLEY STREET 9 1 49+18 NORTHEAST CORNER OF SCOTT AND MCKINLEY 767.23 I DESIGN ENGINEER STA. 45+50 TO SCOTT AVE CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 2.0 49 CITY CONTRACT 23-02 SHEET 20 OF 34 w 0 Ici 0 + 10 z 3/4" LEAD A t6 S.C. 2+p9O.2 (TV) 3/4" LEAD 0 2' COPPER F -753-] LEiron �S I P-73 P-72 S.C. 3+37.8 (TV) vi T&Z 60.00' 60.00, 12,9.00' + . .......... . % P-93 PLUG ABANDON -74 P V 8G ill L-12 ----- -000- S,��TERAL CONN. _ CO -I SAN R 1 9 1 P-86 AN P-28 V-1 0 N, = ZAN.) ln PLUG ABANDON NORTH SANITARY MAIN ao=14 CONNECTION j 35.00' 8 : S5'_ - F _4 1 4 F746 + r746AI 3/4" LEAD 0 1 S.C. 2+84.0 (IV) c3 ui WISCONSIN ST S.C. 0+ TV 1�.f, Lrl 7= 100+25 100+50 101+00 101+50 48 100+25 100+50 + i 1-20-00- SM N4 767.42 + 0:.n z 4 Q) 10: 1 3/4- LEAD d MAIN CONNECTIONS 6 C0.12- CONN. PROP.12"SAN. TO EX 12" SAN. @754.7± 6. CO.13 - CONN. PROP.12* SAN. TO EX 12"SAN. @ 756.8± C0.1 4 - CONN. PROP. 27" STO, TO EX 27" STO. @ 759.261 IL Ln CO-15 = CONN. PROP. 6"WM TO EX. 6'WM CO'l 8 m CONN. PROP. 6'WM TO EX. 6"WM co-19 =CONN. PROP. 27* STO.TO EX 27'STO. @759.04± 102+00 102+50 103+00 103+25 PROP. CL gi) G-b (EID IL V-11 V-9 STORM MH (4'DIA) L-32 STA. 21+79.61, 38.3' RT Pi n RIM=765.22 I2 (E)=761.68 STORM MH (IV DIA) L-31 12 (W)=761.68 STA. 21+8l.IS,71.3'LT 27'(S)=759.04 R 765.13 . . ............... 27'(5)=759.24 27-(N)=759.24 B-2 DEPTH=5.14' 127:((S):759 . . . ....... STORM MH (4- 0 STA. 21+84.79, 43. RIM=765.20 6 27 1,_ IDEPTI-1=529' ..................... �7 . .. . ........ P-32 2P-33 CO-15 8-21 SANITARY MH L-10 . . ........... ... . ......... . . --STA. 21+68.86,58.6'RT- RIM=765.29 24-(S)=754.53 R-3 B-18 P -6 .................. . ............. 12'X 8" Tf C ONSTRUC E TO DROP B-22 B-2 P-7 -DEPTH=10.00'- B-20 P-8 0-13 ................. . . .... . . . . . . .... . ................ . ........... ......... - - ----- - - - C-2 B-Z D-2 CONS I DROP RUCT 24"X 10" IN THE FIELD X, ------------------------- x CO-12 cc 16) x STORM MH (7- DIA) L-29 STA. 21+84.30, 8.0'LT RIM=765.38 _42'(VV)=758.99_ (E)=758.99 42:(N)=759.05 X. x SANITARY MH L-12 STA. 21-70.71, 56.0'LT -RIM=765.18 WATER MAIN FITTING STA. 6" W.M. EL. (TOP) X SCHEDULE 21+83.3 (BEND) 761.54-21+82.6 (DELIFECT) 757.64 27 x 8"(SE)=74142 : B-25 = 6" 45* SEND STA.=21+83.3, 58.7'RT 21+83.4 (BEND) 757.33 21+80.0 (SEND) 757.64 DEPTH=5.63'_++-++-, x ... ........ ,........ .. 24-(N)=:7"�6. 10-(N)=749.42 8.24 = 6"45'BEND STA.=21+83.4,54.0'RT 21+63.4 (BEND) 757.33 21+86.0 (SEND) 757.64 SANITARY MH LA STA. 21+76.17, 0.0' T 10- (N) DROP =5.26' B-23 = 6"45' BEND STA .=21+83.4,51.6'RT 21+79.5 (BEND) 757.33 21+86.1 (BEND) 760 . 63 RIM=765.49 DEPTH=15.01' t- B-22 = 6.45'BEND STA.=21+68.1,36.0'RT 21+68.8 (SEND) 757.71 8'(W)=749.19 SANITARY MH L-11 R-4 = 8"X 6'REOUCER STA.=21+0.1, 33.8'RT 8'(E)=749.18 x STA. 21+76.96, 50.9' LT V-11 = 8"VALVE STA.=21+68.4,10.2'RT STA. 8" W.M. EL. (TOP) 8'(N)=749.1 9 - - ------ - - RIM=765.35 ........ .. C-2 = 8"X8"CROSS STA .=21+68.4,8.0'RT DEPTH=15.55' 8'(S)=749.39 V-9 = WVALVE STA.=21+68.4, 5.8' RT 2 (REDUCER) 757.79 21+68.4 (VALVE) 757.79 '+::�4 �< 12'(N)=750.81 8-(NVV)=749.39 8-(N)=749.39 R-3 = 8"WREDUCER STA.=21+68.7 . 35.6'LT 21+ (VALVE) 757.79 21+68.5 (REDUCER) 757.79 B-10 = 6"45* BEND STA.=,;l +::�10: 17 7': LT 21-68.4 (CROSS) 757.79 8- (N) DROP 7.42' B-19 = 6"45'BEND STA.=, I+ T . ..... - B-20 = 6"45* SEND STA.=21+86.1, 55.0'LT 50.9 L.F. 8-1 SAN. @ 0.40% B-21 = 0"45* BEND STA.=21+86.1, 57.3'LT PIPE SEGMENTS 766 P-5 = PROP 8"WM RELAY P-6 = PROP 6"WIA RELAY P-7 = PROP 8"WM RELAY 765 P-8 = PROP 6"WM RELAY P-26 = 50.9 L.F. 8"SAN. @ 0.40% 764 P-28 = 8.1 L.F. 24"SAN. @ 0A3% P-86 = 8.1 L.F. 8"SAN. @ 0.401% P-92 = 15.5 L.F. 12"SAN. @ 0.30% 763 P-93 = 8.8 L.F. 24"SAN. @ 1.19% 1A) L-30 P-29 = 22.0 L.F. 12"STC. @ 1.00% 01 LT F-JU = 14.1 L.F. 12"STO. @ 1.00% P-31 = 8.7 L.F. 27"STO. @ 0.24% P-32 = 35.0 L.F. 27'STO. @ 0.30% 761 P-33 = 28.5 L.F. 27"STO. @ 0.30% P-34 = 3.3 L.F. 27"STO. @ 1.32% 760 P-74 = 6.0 L.F. 12"STO, @ 1.00% P-75 = 6.0 L.F. 12"STO. @ 1.00% 759 758 757 756 755 754 753 752 751 750 749 748 101+00 101+50 102+00 102,50 103+00 103+25 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY DESCRIPTION I ELEV. DESIGN DATE ISSUED FOR CONSTRUCTION 5/1012023 STORM, SANITARY, WATER MAIN BOLTVVISC. ST & W LINCOLN AVE. NE CORNER 767.42 SURVEYOR INTERSECTION TIE-INS DESIGN ENGINEER WISCONSIN STREET CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 23-02 SHEET 21 OF 34 .......... G45 UNE S 91: -W _ GAS LINE I j H 0 n Ci BI 9 _Za=+ 3 CHERRY STREET -_ - 120.#50''- - BM3 � 768.77 © _ 750 I m 3/4" LEAD S.C. 0+38.7 (N) TYF.O2 -/ 1 91+35 91+50 IUMP=1.50' DEPTH-4.50' 767 IEPTH=4.50' ITORM INLET 1.7 STORM INLET 1-8 766 '.TA. 17+72.73, 18.0' LT STA. 17+67,26, 18.V LT W=765.88 RIM=765.89 2"(S)=762.88 12'(E)=762.89 765 2"(VV)=762.88 SUMP=1.50' IUMP=1.50' DEPTH=4.50' IEPTH=4.50' 764 ITORM INLET 1.9 STORM INLET 1.11 LTA. 17+95.44, 38.3' LT STA. 18+27.42, 37.7' LT 763 JM=765.98 RIM=765.97 2'(E)=762.98 12"(M=762.97 IUMP=1.50' SUMP=1.50' 762 )EPTH=4.50' DEPTH=4.50' PIPE SEGMENTS 761 -P-1 = PROP 8" WM RELAY -P-2 = PROP 4" WM RELAY 760 -P-3 = PROP 8" WM RELAY -P•4 = PROP 6" WM RELAY 759 -P-18 = 26.0 L.F. 12' STO. @ 1.00% -P-18 = 30.0 L.F. 27" STO. @ 1.00% -P•20 = 23.7 L.F. 12" STO. @ 1.00% 758 -P-21 = 8.3 L.F. 12" STO. @ 1.00% -P-22 = 25.9 L.F. 27" STO. @ 0.96% 757 -P-23 = 6.1 L.F. 27" STO. @ 0.24% -P-58 = 6.5 L.F. 12" STO. @ 0.31% -P-59 = 5.3 L.F. 12" STO. @ 0.43% 756 -P-70 = 17.1 L.F. 8" SAN. @ 0.60% -P-71 = 37.4 L.F. W SAN. @ 0.40% 755 -P-72 = 10.0 L.F. 12" STO. @ 1.00% -P-84 = 10.4 L.F. 27" STO. @ 4.43% -P-90 = 45.9 L.F. 48" STO. @ 0.10% 754 -P-91 = 5.4 L.F. 12" SAN. @ 0.60% STA. 4" W.M. EL. (TOP) 753 -18+03.9 (BEND) 759.31 752 -18+06.1 (BEND) 759.23 -18+18.6 (BEND) 758.92 -18+19.8 (BEND) 758.92 751 -18+19.9 (BEND) 762.35 -18+19.9 (CONN.) 762.35 750 STA. 6" W.M. EL. (TOP) -18+18.9 (CONN.) 761.81 749 -16+18.9 (BEND) 761.80 -18+16.6 (BEND) 760.56 748 -18+04.8 (BEND) 760.57 -18+02.1 (BEND) 760.18 747 92+00 �11 "�� TYR . m�©gym ..fLINE m Mm i \.. _ m • �� .m �1 �0Do' BURIED ) F.O. `�✓Y�WIp' V0+39.9 (TV) 4" LEAD o 0 �• m W 92+50 40.00' � 810 I � I � � I WATER MAIN FITTING 92+85 SCHEDULE T-2 = 8" X 6" TEE STA =17+60.0, 8.0' RT V-3 = 6" VALVE STA=17+60.0, 10.5' RT 767 _H-1 = HYDRANT STA=17+60.0, 23.0' RT 0.17 = 6"45. BEND STA=18+18.9, 47.2' RT B-16 = 6" 45° BEND STA =18+16.6, 44.7' RT 766 -B.15 = 6" 45° BEND STA=18+04.8, 44.5' RT B-14 = 6" 45° BEND STA=18+02.1, 41.7' RT 765 -R-2 = 8" X 6" REDUCER STA=18+02.2, 39.4' RT V•4 = 8" VALVE STA=17+99.7, 8.0' RT WE = 8" VALVE STA =18+03.8, 63.6' LT 764 -R-1 = 8" X 4" REDUCER STA=18+03.9, 64.6' LT V-5 = 8"VALVE STA=18+062, 8.0' RT 763 - V-7 = 8" VALVE STA=18+02.2, 37.6' RT B-6 = 8"45* BEND STA =18+02.7, 4.9' RT 8-7 = 8"45* BEND STA=18+02.8, 1.7' RT 62 B-8 = 8"45* BEND STA=18+03.2, 21.3' LT 6.9 = 8"45* BEND STA=18+03.2, 23.9' LT 761 -B-10 = 4" 45° BEND STA=18+03.9, 67.1' LT B-11 = 4" 45° BEND STA=18+18.6, 69.1' LT B-12 = 4"45* BEND STA=18+19.8, 70.3' LT 760 -B-13 = 4"45* BEND STA=18+19.9, 74.7' LT C-1 = 8" X 8" CROSS STA=18+02.7, U RT 759 B-34 = 4"45* BEND STA=18+06.1, 69.3' LT STA. 8" W.M. EL. (TOP) 758-18+02.2 (REDUCER) 760.33 -18+02.2 (VALVE) 760.33 757-18+02.7 (CROSS) 759.51 -18+02.7 (BEND) 759.81 756-18+02.8 (BEND) 757.05 -18+03.2 (BEND) 757.05 -18+03.2 (BEND) 759.58 755-18+03.8 (VALVE) 759.58 -18+03.9 (REDUCER) 759.58 754 753 MAIN CONNECTIONS 752CO-7 = CONN. PROP. 4" WM TO EX. 4" WM CO-8 = CONN. PROP. 6" WM TO EX. 6" WM CO-9 = CONN. PROP. 12" SAN TO EX. 12" SAN. @ 753.30t 751 CO-10 = CONN. PROP. 27" STO TO EX. 27" STO. @ 758.65t DEPTH=4.50' CO-11 = CONN. PROP. 27" STO TO EX. 27" STO. @ 760.46t 750 749 748 747 91+35 91+50 92+00 92+50 92-85 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS NO. I STATION DESCRIPTION ELEV. DESIGN DATE 10-17-2022 3 18+33 TAGBOLT ON HYD W. LINCOLN & CHERRY 768.77 SURVEYOR 5 22+55.40 TAGBOLT ON HYD W. LINCOLN & WRIGHT 766.52 DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: L 8 _ _ - r EX. CL -71� _ _ ...-...i--.....---._.._........................._.......-- � - - ---PROP-CL _„„._.._ L-27 I I -42 L-43 L V 7 - L-25 L-26 V-6 - I L-3 B-17 e>... ,. CO-7 _ - C0.8 L- ;. ,-, r.. - P84 CO.11 P-19 P 22 B-15 , B-9 .., ., .• .: ., •,., R 1 12 CO-9 P•70 '• 8-34 STORM MH (8' DIA) L•24 i SANITARY MH L•8 STA. 17+72.89, 8.0' LT ......_STA. 18+1 1.55,54.5'RT RIM=766.82 _RIM=766.08 •.', P-� •. g.l B•8 48"(E)=758.58 8"(N)=758.25 12"(N)=782.78 12"(S)=758.27 12"(S)=762.62 DEPTH=7.83' DEPTH=6.75' I STORM MH(,' DIA) L•25 STORM MH (4' DIA) L•26 STA. 18+18.81, 8.0' LT STA. 18+19.13, 38.0' LT I RIM=766.12 48"(W)=758.63 27'(S)=759.77 _ _48"(E)=758.63RIM=766.34 27"(N)=759.47 27'(N)=759.77 I SANITARY MH L•7 12"(Wj=762.74 ------- -_ _--12'(E)=782.89 I STA. 18+10+21, 37.4' RT DEPTH=6.97' RIM=766.54 DEPTH=5.61' - 8"(N)=747.87 _-_ 8'(S)=758.15 STORM MH (4' DIA) L•27 STORM MH (4' DIA) L-42 STA. 18+05.20, 53.2' RT STA. 18+19.84, 63.9' LT DEPTH=17.92' RIM=766.71 RIM=766.40 SANITARY MH L-3- --27"(S)=758.68 27"(S)=760.01----__. STA.18+10.81,0.0'T DEPTH=7.27' 27'(N)=760.01 RIM=766.44 DEPTH=5.64' STORM MH (4' DIA) L•43 10'(W)=747.72 A I 8"(E)=747.72 STA. 18+15.99, 73.5' LT i 8"(S)=747.72 RIM=766.61 DEPTH=17.97' ._ .......27"(S)=760.47____-_..._......I_-.__...........-....--....._... 27'(N)=760.41 I P-71 DEPTH=5.39' i i i iTORM MH (4' VIA) L-36 STA. 25+40.58, 44.9' LT ;IM=764.48 2"(VJ)=760.94 2"(E)=761.08 2"(S)=760.61 IEPTH=3.12' iTORM MH (IV DIA) L-37 LTA. 25+39.21, 36.V RT .IM=764.49 8-(N)=760.06 8"(SVV)=760.06 2"(E)=761.19 IEPTH=3.68' iTORM INLET 1.25 :TA. 24+93.73, 18.0' LT IM464.33 2"(S)=761.32 2'(VV)=761.32 UMP=1.50' IEPTH=4.50' MORM INLET 1.27 ,TA. 24+g3,73, 18.0' RT IM=764.33 2(N)=761.32 2: VV)=761.32 ;UMP=1.50' IEPTH=4.50' MORM INLET 1.29 .TA. 25+13.20, 37.7' RT IIM=764.29 2"(S)=761.29 �UMP=1.50' IEPTH=4.50' ITORM INLET 1-31 + 120.5� - K e � 71, z120.00GBM #5 j 766.52& o ?d In0 m w750OW� `N F.O. ✓oa C IL II �I 1 I A tBURIED Z j 3/4" LEAD a N c vi of N S.C. 0+92.2 (TV) •�-1. r PIPE SEGMENTS -P•10 = PROP 6" WM RELAY 111+25 111+50 112+00 112+50 112+75 -P•11 = PROP 8' WM RELAY 765 764 763 762 761 760 759 758 757 756 755 754 753 752 751 750 f. I. _.-SANITARY L ►� ►' ;� ..� .8 uSANITARY MH L-5 S' DROP ®,♦ • ►, I� ►/ e.` �,e..e®-ly" 111+25 111+50 MAIN CONNECTIONS CO-20 = CONN. PROP. 12" SAN TO EX. 12" SAN. @ 757.42i CO-21 = CONN. PROP, 6" WM TO EX. 6" WM CO-22 = CONN. PROP. 12" STO TO EX. 12" STO. @ 760.163 CO.23 = CONN. PROP, 6" WM TO EX. 6" WM 112+00 STA. 8" W.M. EL. (TOP) -25+23.4 (REDUCER) 758.35 -25+23.8 (VALVE) 758.43 -25+23.8 (CROSS) 758.43 -25+23.9 (VALVE) 758.43 -25+24.1 (DEFLECT.) 758.18 -25+24.5 (REDUCER) 758.35 -P•12 =PROP 6" WM RELAY -P•37 = 10.0 L.F. 12" STO. @ 1.00% 765 -P•38 = 26.0 L.F. 12' STO. @ 1.00% -P•39 = 44.0 L.F. 18' STO. @ 0.54% -P-40 = 36.9 L.F. 12' $TO. @ 0.80% 764 -P-41 = 9.9 L.F. 12" STO. @ 1.00% -P-42 = 26.1 L.F. 12" STO. @ 1.00% 763 -P-43 = 10.2 L.F. 12" STO. @ 1.00% -P-14 = 26.7 L.F. 18" STO. @ 0.27% -P-4 = 11.6 L.F. 12' STO. @ 1.00% 762 -P-48 = 56.5 L.F. 8" SAN. @ 0.40% -P-49 - 4.6 L.F. 12" SAN. @ 0.36% 761 -P"78 = 6.0 L.F. 12" STO. @ 0.33% P-79 = 6.0 L.F. 12" STO. @ 0.33% P-95 = 46.3 L.F. 24"48" STO. @ 0.10% 760 WATER MAIN FITTING 759 SCHEDULE B-28 = 6" 45° BEND STA=25+38.2, 55.1' RT 758 -B-27 = 6" 45° BEND STA=25+38.3, 52.9' RT 171U6' TEE -B-26 = 6' 45' BEND STA =25+23.4, 37.5' RT 757 = 8" X 6" REDUCER STA=25+23.4, 35.3' R _R-5 V-17 = 8" VALVE STA=25+23.8, 10.6' RT V-14 = 8" VALVE STA=25+21.1, 8.0' RT 756 -C-3 = 8" X 8" CROSS STA=25+23.8, 8.0' RT V-16 = 8" VALVE STA=25+26.9, 8.0' RT 755 V-15 = 8' VALVE STA=25+23.9, 5.0' RT - R•6 = 8" X 6" REDUCER STA=25+24.5, 36.9' LT B-30 = 6" 45' BEND STA=25+24.6, 38.9' LT 754 -B-31 = 6'45* BEND STA=25+40.5, 54.3' LT T-4 = 6" X 6" TEE STA=24+79.8, 8.0' RT 753 _ V-13 = 6" VALVE STA=24+79.8, 10.0' RT H•3 = HYDRANT STA=24+79.8, 23.5' RT B-29 = 6" 45° BEND STA=25+38.2, 57.5' RT 752 0.3 = DEFLECT STA=25+24.1, 7.8' LT STA. 6" W.M. EL. (TOP) 751 -25+38.1 (CONN.) 759.46 750 -25+38.2 (BEND) 759.46 112+50 112+75-25+38.2 (BEND) 758.35 -25+38.3 (BEND) 758.35 -25+23.4 (BEND) 758.35 -25+24.6 (BEND) 75B.35 -25+40.5 (BEND) 759.27 -25+40.5 (CONN.) 759.27 DESCRIPTION DATE BY SANITARY STORM & WATER MAIN ISSUED FOR CONSTRUCTION INTERSECTION TIE-INS CHERRY STREET & WRIGHT STREET 40 CITY CONTRACT 23-02 SHEET 22 OF 34 0 n rn c Y O O N n N 7 N n J r z D J co CONDUIT SEGMENTS P-1 = 4.2 L.F. OF 3"CONDUIT ii GAS P-2 = 6.0 L.F. OF 3° CONDUIT UNE t P-3 = 6.0 L.F. OFF" CONDUIT P-4 = 24.8 L.F. OF 3" CONDUIT W, LINCOLN AVE GAS p•5 22.0 L.F. OF 3: CONDUIT UNE f P.6 = 13.9 L.F. OF 2 CONDUIT L.F. p 7 = 15.9 OF 3"CONDUIT 'V� STRUCURES •'5 BURIERD FIBE w P:-1 - 18* NON CONDUCTIVE PULL BOX - STA. 12-28.86,22.3'LT CAP-1 P .2 -18: NON CONDUCTIVE PULL BOX. STA. 13-62.22,22.0'LT % GAS 188120' L 720 PB-3-18 NON CONDUCTIVE PULL BOX - STA. 15+01.19,24.9* LT-' PB-3 em P13 . 18"NON CONDUCTIVE PULL BOX - STA. 16+15 28.27.4'LT n __IA431L.F. 0 TC DUIT 7690%, 8 716 g'65 c��D PB-S - 18" NON CONDUCTIVE PULL BOX - STA. 17+53.57, 27.6' LT P:-6 - 24" NON CONDUCTIVE PULL BOX - STA. 17+78.33, 27.5' LT .NDUIT ..... ... 712 c L -1 -TYPESBASE-STA. 12-29.40,18.1'LT LB-2 - TYPE 5 BASE - STA. 13+63.62, 16.4'RT L:.3 -TYPES BASE-STA. 15+00.29, 19.0'LT -TY E58ASE-STA.16+1 . 5,21.4'RT LB-S-TYPE5 SE-STA.1 +53.57,21.WLT LC•I TYPEgBASESTA. 17+87.94,46.1'LT - - - - - - 0 - _738,3L_ 3' CO"61 -- iq Of) . ...... . ....... 16 0 A ------------- 0 SIDE I - •WALK=tnbLlvltLlN . ............ . . ...... .. .......... ..BURIED BURIED to 0 GAS A FIBER + BM #1 NOTE UNt R. L4 (3 \ _� 'i^ ; �1' vi ` -THE COPE OF THE WORK SHALL INCLUDE ALL UNDERGROUND CONDUIT AND PULL 13OX UNLESS •� J14 OTSERWISE NOTED GAS •ELECTRICAL DESIGN IS ONLY AN APPROXIMATION OF LOCATION. CONTACT DAN KUSSM IN -SCOOTER-/ UNE FOR FIELD PLACEMENT. (379-1127) 74 SCH 80 PVC SHALL BE INSTALLED UNDER ALL ROAD PAVEMENT ISCH 411 PVC MAY BE INSTALLED WHEN NOT UNDER ROAD PAVEMENT THE "CITY OF OSHKOSH •SHALL INSTALL ALL SIGNAL POLES AND CONTROL CABINETS723 -FINISHED GRADE FOR COMMUNICATION VAULT & PULL BOX SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER % wlu 3AS LINE ci I p -7 614 qJof c I 720 + F1_08 1 0 - LC.1 w n . z F 31 + - : 1 620 + —1,12 r 7 '3 6 L) 3- (i . i i I - ' n p 4�1' (A n v On n 3&06 60-12' P-5 30.06 cl eff. L —, 1--4: ---) I (PB d 1 4 J1 'AF 1141LF OF%-CONDUI-- -4 (>-- _1*3 L.F. 0, P4 , 157.4 L.F. OF 3" CON15UIT _1415 L.F. OF 3* CONDUIT _T - P-3 /I IV ----------- f "Ad I I I "IN E; 4 I - LB-5 1 loll a LB-3 1-1 ------- L ------- ------------- 6 I ----- - -------- ---- --- --- ----------------- ---- - - - - - - - - - - - -- - - - - - - - of 16tOO 0 17 00� O18+( 19+00 L 20 +) _Ss O_ u .... ........... . ... ............. (73 . . . . . ...................... GAS J14 GAS LINE + 60.0 ED 0 6 �F 7 UNE1 n ------- 0 LINE F727 723 o r-� n 0 6 H I - 623 [:L2 623A 615A 0 0 1 615 B + + + I. + L + iN BM #3 0 6238 7 615C ci �'j _w cli (3 vi 0 vi 6150 c3 rl _J W. LINCOLN AVE NN 0: BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE By ELECTRIC PLANS : '412+ STATION DESCRIPTION ELEV. DESIGN DATE NOVEMBER 2022 ISSUED FOR CONSTRUCTION W. LINCOLN AVE .27 1 727 1 SOUTHEAST CORNER OF ELMWOOD AND W. LINCOLN 75TI SURVEYOR FROM ELMWOOD AVE. TO STA. 19+00 DESIGN ENGINEER 0 20 40 CITY OF OSHKOSH, WISCONSIN VIES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-02 SHEET 24 OF 34 CONDUIT SEGMENTS I P' 6.4 L.F. OF 3" CONDUIT Lu P20.8 L.F. OF 3- CONDUIT I N WI I it GAS I I. LINE GAS P-1 0 = 6.5 L.F. OF 3: CONDUIT W UNE P-1 1 = 5.7 L.F. OF 3° CONDUIT o P-3 P-12 = 6.7 L.F. OF 3"CONDUIT S.C. 2+64.2 (TV) -po cV n ___] Typ F-614 602 + + + U) + uj F 600 -62B-] F620 608 LEI AP + F52 �6 12. d F F514 LC-1 '3 'j'q- BM 94 Vl no CIA 2' P-5 P-6 NM 0-h ... ..... ----- ST tiboo, _9 21 1 9(PB-Al l) t67.4502 --- =12' 1 -1 Q QP_B CONDUIT 66.3 L.F. OF CONDUIT 76 L.F. OF ml PB-10 3"CONDUll '5.5 L.F. OF 3"CONDUIT P-1 I -123. ps-6 I F8 TA) LB-5 --------- LB-7 ED w W_ Z_ w'o W W Ww 0 T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 0 SM 18 - 59d 19go -- O_ - 204 )0, 21+00 1 VN 22+0 23+0( 21 r� . .. . . . . .. . ................ . .......... .... . ... . ...... ............ ..... . . ...... . . . ....... . . . . . . ................... . .......... . .. . ......... .. J............ . . ....... . . ............. .... . _N P L �lt CLAI 0 Fo A,/ + + 4 i 6 0 T LtMoo_ + GAS aw STRUCURES -1 -A-] 35.75 J.0 0 ___1 -5 -5 0 623 F621 ] F-6 UNE w F "i R n 4 c6 PB-7 - 18' NON CONDUCTIVE PULL BOX - STA. 19+35.73,27.4'LT PB-1 3 - 18"NON CONDUCTIVE PULL BO� - STA. 24+68.30,27 61 23A LT IT] F525 F F51 ! -,: LINE F 523 c�: 'toi n + LB-6 -TYPESBASE-STA. 19+32.47,2i.B'RT ' ON CONDUCTIVE PULL BOX- STA. 24-67.61,27.2'RT BM #3 0 6236 PB-8 18' �ON CONDUCTIVE PULL BOX - STA. 20+77.24,27.7- LT + + w 0 1 . LB-10 - TYPE 5 BASE. STA. 24+70.94,21.4'RT 768.77 _TYPE 6 (3 6 c3 <3 LB-7 - 5 BASE - STA. 20+77.17,21.3'LT y ui ui w I Pg-9- W NON C&DUCTIVE PULL BOX - STA. 21+43.57,27,3' LT in w m V5 ui 10 - 18" NON CONDUCTIVE PULL BOX -STA. 22+19.54, 27.7' LT 22+21.97,27.2 CODUCIVPULL BOX RT SPLPB:-B 1 W, LINCOLN AVE-1- 8"N0 T22+E BASE -N 25.00,2i.5'RTTA - TYPE 5NSTA. I PB-1 2 - 18"NON CONDUCTIVE PULL BOX - STA. 23+45.09, 27.4'LT LB-9 - TYPE 5 BASE - STA. 23+45.29,21.8' LT UNE H! S.C. 0+51.5 (TV) S.C. 2+64.2 (TV) 3/4 LEAD GAS FO2 n c� z 0 LINE t GAS LINE Vi + n 00 J R + + + +0 I F5 , _0 F52q + F511 �F501 2. F511 ] - F5.0 0 CAP-6 IF42. F41 0 (3 p.9 CAP-0 32 "t,3 �lt c� I BM #4 n on nvi tc _F BM #5 no MIN n vi 6T.42 L 75'65 T)-SrST 2 60 ABA LLD 76 E L.F. POB-0102' PB-13 + L.F. OF 3'CONDUIT _.F. OF3"CONDUIT OF 3"CONDUIT 125.5 L.F. OF 3" CONDUIT 123.2L.F. OF 3" CONDUIT 157.D P. -147.9 L.F. OF 3' CONDUIT . . ................. .. IE. --- ----- - - --------- -- -------- 2 +00 26 00 27+00 f 22+0+ 23+00 AN .8N' 2 +00 4 00 10 SA SAN- SAN SAN-- N - p SAN- SAN- - . .......... . ..... . . . . . . . ........... ........... LB-8 . . .... . . ..... .... . . .......... . -3 - - ------ - Eff- 7r 4 + PS-1 1 9 j 0 _1 5. 0-ST. 601.00' -Sr- 0.0 5:75'- 4 F51 5 F5.1 I ST\ 6U.00' T 120. 0 F 47F521 -60-.00' �O b c� 0 w 1 0 GAS F-525 0 JNE UNE 't ] CAP-5 w - Jn 111 !A 527 L4 n + n+ F + + [51 N1. 0 T n iJ III n" + w 0 0 91U 6 6 0 on + (3 (3 vi (3 Gi ui vi w vi w W. LINCOLN "E I GAS LINE LINE � �' - - - - - - - - - - - - BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRIC PLANS W. LINCOLN AVE NO. S [ON DESCRIPTION DESIGN DATE S I NOVE ISSUED FOR CONSTRUCTION 5/1012023 4 22+00 NORTHEAST CORNER WISCONSIN AND W. LINCOLN S R SURVEYOR U E Y rDE I =:� DESIGN ENGINEER S FROM STA. 19+00 TO STA. 26+00 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: i CITY CONTRACT 23-02 SHEET 25 OF 34 S.C. 0+51.5 (TV) - - - - - - - - - - - - - -- CONDUIT S EGMENTS J" P-13 6.0 L.F. OF 3' CONDUIT 3/4- LEAD z NE 0 . . ... TMAIN ... . . .. ........ CONNEC IONS ISO a� Icil + + + 'FM6 GAS LINE + C0.1 CONN. EX. 24" FIBER PULL BOX TO PROP. PB-16 5 F511 F500 CAP-6 C F 4,o F 4-1 07 F306 3 uiM i n vi BM #5 n nm CO-1 .19 1_290, 766.52 6,00, .98 60' BM 46 767.66 78.30' 69.00' 157.0 L.F. OF 3° CONDUIT cp —147.9 L.F. 0 ------ .... ............. ..t- 400 30- -- --I 123.2l.f. OF 3'CO P-13 . . ........ - - ------ J_ IL LB-iz W_ w .. . . . .. . .. .................... . . ..... . ..... 55 8+ I Z_ 53 ss— 27+00 2 +00 T2400 IN A SAN SAN— - 'Al I- F -IT-- SM i SAN ......... . q 0. . ................... . . .. . . ........ __Fo . . . ........ + .00 .00 -60- .00 — - - — ------------ --- BURIED J14 51.00' 94.50 FIBER STRUCURES I ON CONDUCTIVE PULL BOX - STA. 26+25.25, 27.1' LT P:. 1 8: N 1#14 60-.00' -ST bU.0 cj + 0 12 BURIED ULO SANITARY ELECTRIC LATERAL 511 503 51 1A + n -1 o - ------- n F417 n" + n + P .1 8 NON CONDUCTIVE PULL BOX - STA. 27-73.20,27.6'LT LB-12 - TYPE 5 BASE - STA. 26+25.11,.21.1'LT + U) 51 1B 0 (3 " 0 0 + I d GAS ui w LO.13 - TYPE 5 BASE- STA. 27+84.01, 21.5' RT �'.'c9p+ PM. 3 ui ui UNE ui (TV) GAS W. LINCOLN "E UN E ----------- ----------------- ................ BENCH MARKS LISGS NAVD 88 DATUM i PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRIC PLANS 0. STATION DESCRIPTION I ELEV.-d ' 1 NOVEMBER 2022 1 1 ISSUED FOR CONSTRUCTION 5110/2023 1 1 W. LINCOLN AVE 6 28+79.13 NORTHEAST CORNER OF JACKSON AND W. LINCOLN 767.66 1 REYOR SURVEYOR I =1 I I I FROM STA. 26+00 TO JACKSON ST. I I DESIGN ENGINEER I CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4.0 CITY CONTRACT 23-02 SHEET 26 OF 34 C, uj LJ lit STRUCURES McKINLEY STREET . ....... . S C 2+38 1 (TV) "I PS-17 - 18" NON CONDUCTIVE PULL BOX - STA. 43+83.42,12.9'LT LT GAS UNE u PB-18 - 18"NON CONDUCTIVE PULL BOX - STA. 45+29.46,12:2- PB-19 -18' NON CONDUCTIVE PULL BOX- STA. 47+17.90, 12.2' LT - — - — - — - — - - •U) PS-20 .18"NON CONDUCTIVE PULL BOX - STA. 48+28.69, 12.1' LT Olt% S.S.C. 0+59.9 (TV) _7 LB-14 - TYPES BASE . STA. 43+83.59, 8.8' LT 0 tlhl LB -15 -TYPE 5 BASE - STA. 45+29.10, BORT LB-16 BASE-STA. 47+18.11,8.7'LT -1 1 •-TYPES L B-1 7 - TYP E 5 BASE - STA. 48+28.42, 8.7'RT 0 4� 0 + 1 ...................... . .... . ........... . ..... . P GAS U I?E 0" h`- DID 2' - - - - 302_1V - A �!� &j- - - — _ .. - - - _77L 77 ---------- _ - - - Lu ........ . . — - ---- -165.7 L.F. OF 3"CONDUI ===f P-14� 146.0L.F. 6F3-CONDUIT ;�6� MU! I 600: 41t00 > 4 ss -43too— 44+0 0 P-1 ------------ r-,47+00 SAN ------- e IN FO__ FO Fj T FO — FO T �15 G FO - T .1 A -8-7- 1-00 16 - - - - - - - A)- 6o. Q P_—D4, - L -1 46.pOl T 7 F ST 0 CONDUIT SEGMENTS -0] Ol. F1310 F. 14 F822 F1326 830 1144 F846 rWAI 0 J P 14 = 4.1 L.F. OF 3"CONDUIT ON 0�1 +0 1 + .15 = 21.0 L.F. OF 3'CONDUIT 0 P' 4� 0 I + - UN 8,30A + + P-16 = 3.5 L.F. OF 3'CONDUIT c3 1 (3 (3 (3 (3 (3 (3 P-17 = 20.8 L.F. OF 3"CONDUIT vi vi vi vi vi (o vi M S Ct"2L+44 6 (TV) jj 00 + - — - — - — - — - — - — - — -4. LB 4 48. L.F.F CONDUIT. It 0+08.9 (TV) Lu uj UL 3/4" LEAD S.C. 2+38.1 (IV) �; i E0 GAS UNE i �--- - - - - - - - - - - - - 4 - - - - - - - - - - - - - S.C. 0+40.9 (TV) - — - — - — - — - — - — - — - — - — - — - S.S.C. 0+59.9 (TV) 0 01 j � + (TV) McKINLEY STREET 3/4" COPPER CIO ............ . . . ....... . . ............ .......... . 1+ . .......... . . . ..... ..... .... ... 44 El L 188AL.F. OF3"CONDUIT 46--00: L — _110.8L.F. OF3"CONDUIT 47+ 9;AN 48t00 r� SAJ41 PB-20 P-17 1 ul - — - — - 4 00 — - — - — - — - — - — - — - — 50t00 - - _146.0L.F. OF 3"CONDUIT 0 _SS P-1 5 W—:2 IN W_ I T 0 FO— ST R'or ST -474.0 LB-17 DIPPER S.C. 6L�26.2 (TV) cli FO 5 C P -8-26 G 1 S.C. 0+15.2 F822 ui 0 F 830 830A F FB38A] LIT n 6 F 141 F84 0 F 86o I 0 46 FB N12A P.7 it -- LIT. — - — - — - — - — - — - — - — - — - I t + n tn 0 L LINE S�4 0+09.8 (TV) it vi d ui vi vi GAS kl_ — - — - — - — - — - UNE — - — - 3 S.C. 0+4"o + 3/4" LEAD S.C. 0+48.9 (T—V) — - — - - — - — - — - — - — - — - — - — - BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRIC PLANS STATION DESCRIPTION ELEV. DESIGN DATE NOVEMBER 2022 ISSUED FOR CONSTRUCTION 5/10/2023 MCKINLEY STREET SURVEYOR W. LINCOLN AVE. TO SCOTT AVE. DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN 0 20 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 40 CITY CONTRACT 23-02 SHEET 27 OF 34 CONDUIT SEGMENTS I o P•1 = 6.5 L.F. OF 2" CONDUIT P•13 = 4.2 L.F. OF 3" CONDUIT I P•2 = 3.3 L.F. OF 3" CONDUIT P•14 = 14.0 L.F. OF 3" CONDUIT GAS a P•3 = 14.6 L.F, OF 3' CONDUIT P•15 = 4.3 L.F. OF 3" CONDUIT I LINE !1 4, P•4 = 7.3 L.F. OF 3' CONDUIT P•16 = 79.4 L.F. OF 3' CONDUIT P-5 = 8.5 L.F. OF 3" CONDUIT P•17 = 5.0 L.F. OF 3" CONDUIT I CD I T� P•6 = 13.7 L.F. OF 3" CONDUIT P-18 = 70.6 L.F. OF 3" CONDUIT � BURIED P•7 = 14.8 L.F. OF 3" CONDUIT P•19 = 3.6 L.F. OF 3" CONDUIT I FIBER P•6 = 5.1 L.F. OF 3" CONDUIT P•20 = 10.6 L.F. OF 3" CONDUIT I P•9 = 14.9 L.F. OF 3' CONDUIT P-21 - 7.6 L.F. OF 3" CONDUIT P•10 = 7.7 L.F. OF 3" CONDUIT P•22 = 3.6 L.F. OF 3" CONDUIT P-11 = 11.2 L.F. OF 3" CONDUIT P•23 = 8.5 L.F. OF 3" CONDUIT SIDEWALK TIE BARS REO'D (TYP.) f - _ = _ I I j 1,J t I :; BURIED PHONE I P-12 = 10.2 L.F. OF 3" CONDUIT P•25 = 18.4 L.F. OF 3" CONDUIT 2510 ip %!� I ; P•7 �__ _ 2450 BURIED PHONE__. SAWCUT REO'D (TYP.) PB-3 P_8 ! I LB•5 LB-0, - LB-61 O- - f .__..r _.- . P-6 = ; LB PBO ❑ .........._..__ ........_-........_........ ...._..._............. _. _ .. PR-4 ...................._.._ P-9 75.9 L.F. OF �� CON._I _3- P•4 pg_1 - .. _-...._.....___- Q_P 25 ....__... _..-......_..._. __ W 9 T H AV E -10 LB- 7 -_ % I I _[ LB-2 I _ P-1 _ - -- SS _ - -- - S5_------ - -- S5S _ �. _ SS SS SS SS SS i SA 90 00 91 00 O M i 92 00 I 0 93 00 94 00 ....._. ...... ' p -- 1 ( - --- - -- w w w w w I w _...... _....- J.........._?_ SAN SAN SAN STRUCURES SAN I w I O I Own SAN ( -'-T-- r - LB-9 -'' _ __ p•12 ! , I AN ` P21'= w I w -=SJP4-- SAN F>, P-23 LB-16 .___........ ... . w w w w SAN SAN SAN 1 P-13 P-14 PB-5 I .-� PB-7 P-18 P-19 P8-9 _ TC•1 -TYPE 9 BASE -STA. 92+58.63, 35.1' LT LB-4 - TYPE 2 BASE - STA. 92+35.20, 49,9' LT PB•1 - 24" NON CODUCTIVE PULL BOX -STA. 92+49.94, 38.1' LT LB-5 •TYPE 2 BASE -STA. 91+87.91, 47.5' LT f--l!. `t.�J^l i P-15 R :' PB-6 O:� P-16 16-02 _ -�^� P-17 �JI rp_P0 , ' PB-8 _ J^) PB•2 - 24" NON CONDUCTIVE PULL BOX - STA. 92+48.06, 45.1' LT LB•6 -TYPE 2 BASE - STA. 91+79.01, 45.1' LT GAS UNE I I i j LB-1 GAS j UNE BOX- STA. 91+73,93, 44.8' LT LB•7 - TYPE 2 BASE - STA. 91+68.31, 32.0, LT �, 2807 I PB•3 - 24" NON CONDUCTIVE PULL PB-0 24" NON CONDUCTIVE PULL BOX -STA. 91+62.82, 37.5' LT LB•8 - TYPE 2 BASE - STA. 91+62.55, 26.3' LT ,I _ _ 'III ( j PROP. 6" CONC. - 24" NON CONDUCTIVE PULL BOX, STA. 91+66.08, 37.7' RT LB•9 -TYPE 2 BASE - STA. 91+62.32, 29.3' RT ( I '. it ? ! -I- - -t ---=� SIDEWALKlRNAP AS I NEEDED PB•6 - PB•6 - 24" NON CONDUCTIVE PULL BOX - STA. 91+68.01, 44.1' RT LB•10 , TYPE 2 BASE - STA. 91+63.91, 34.1RT I (TYPJ / P8•7 - 24" NON CONDUCTIVE PULL BOX- STA. 92+07.62, 42.0' RT LB-11 •TYPE 2 BASE -STA. 91+71.51, 41.T RT PS-8 - 24" NON CONDUCTIVE PULL BOX - STA. 92+42.59, 39.3' RT LB-12 -TYPE 2 BASE -STA. 92+03.03, 44.1' RT PB•9 - 24" NON CONDUCTIVE PULL BOX - STA. 92+44.09, 35.8' RT LB-13 - TYPE 5 BASE- STA. 92+34.68, 44.2' RT NOTES: LB-1 - TYPE 2 BASE - STA. 92+53.62, 26.2' LT LB-14 - TYPE 2 BASE - STA. 92+39.35, 40.8' RT LB-2-TYPE2 BASE-STA. 92+50.81,34.9'LT LO-15-TYPE28ASE-STA. 92+46.95,33.6'RT �L-- ( LB-3 -TYPE 2 BASE -STA. 92+39.57, 45.1' LT LISA6 -TYPE 2 BASE- STA. 92+49.38, 29.7' RT _� -- i ��J ( ALL EXISTING POLES, BASES AND LIGHTING FIXTURES ARE TO BE REMOVED AND PRESERVED (>n Z I AND RETURNED TO THE CITY OF OSHKOSH ELECTRICAL DIVISION AT 40 KNAPP STREET (BID ITEM 5056). I I GAS LINE I ` I I _ - _ _ _ - _ _ _ _ _ _ - - - _ _ _ -W_ _ Vl 1 � I BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRIC PLANS N0. STATION DESCRIPTION ELEV. DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 1/31/2023 W. 9TH AVENUE & S. WESTHAVEN DRIVE SURVEYOR CMc INTERSECTION TRAFFIC SIGNALS DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 SCALE IN FEET: 20 40 CITY CONTRACT 23-02 SHEET 28 OF 34 >. N In 0 C) C) 0 c 0 BID ITEM 5013 BID ITEM 5019 BID ITEM 5025 BID ITEM 5051 BID ITEM 5053 BID ITEM 5054 BID ITEM 5270 BID ITEM 5271 BID ITEM 5272 BID ITEM 5360 BID ITEM 5362 BID ITEM 5380 BID ITEM 5386 PULLBOX PULL BOX ADJUST INSTALL CITY INSTALL CITY ELECTRIC SERVICE 22GAUGE 22GAUGE 12GAUGE 14 AWG3 COND. 14 AWG5 COND. GLR FUSE 2AMP 14.4 AWG 18"X 36" 24"X 42" PULL BOX SUPPLIED LIGHTING SUPPLIED 8 PHASE INSTALLATION RED BLACK GREEN SIGNAL CABLE SIGNAL CABLE HOLDER FUSE BURNDY STRUCTURE EACH EACH EACH CABINETEACH CABINET EACH EACH L.F. L.F. L.F. L.F. L.F. EACH EACH INCIDENTAL PB-1 i 1 PB-2 1 1 PB-3 1 i PBA 1 i PB-5 1 1 PB-6 1 1 PB-7 1 1 PB-8 1 1 PB-9 1 1 PS-10 1 1 PB-11 1 1 PB-12 1 1 PB-13 1 1 PB-14 1 1 PB-15 1 1 PB-16 1 1 PB-17 1 1 PB-18 1 1 PB-19 1 1 PB-20 1 1 PB-21 1 1 PB-22 i 1 LC-1 i 1 LB-1 LB-2 LB-3 LBA LB-5 LB-6 LB-7 LB-8 LB-9 LB-10 LB-12 LB-13 LB-14 LB-15 LB-16 LB-17 LINCOLN & McKINLEY TOTALS 21 1 22 1 0 1 680 680 680 0 0 34 34 51 TC-1 1 1 PB-1 1 1 PB-2 1 1 PB-3 1 1 PB-4 1 1 PB-5 1 1 PB-6 1 1 PB-7 1 1 PB-8 1 i PB-9 1 1 LB-1 40 LB-2 15 LB-3 15 LEA 50 5o 50 60 2 2 LB-5 40 LB-6 15 LB-7 15 LB-8 60 LB-9 40 LB-10 15 LB-11 15 LB-12 50 50 50 80 2 2 LB-13 20 LB-14 15 LB-15 15 LB-16 20 9TH & WESTHAVEN SIGNALS 0 9 9 0 1 1 1D0 100 100 120 360 4 4 0 UNDISTRIBUTED 2 1 2 2 0 0 0 80 80 80 30 60 4 4 6 CONTRACTTOTAL 23 12 33 1 1 2 860 860 860 150 420 42 42 57 CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION SURVEYOR DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS DESCRIPTION SCALE IN FEET: o zo ao DATE^ BY ELECTRICAL QUANTITIES CITY CONTRACT 23-02 SHEET 29A OF 34 J BID ITEM 5420 BID ITEM 5421 BID ITEM 5424 BID ITEM 5426 BID ITEM 5431 BID ITEM 5434 BID ITEM 5438 BID ITEM 5440 BID ITEM 5452 BID ITEM 5458 BID ITEM 5470 BID ITEM 5502 BID ITEM 5504 BID ITEM 5506 INSTALLSUPPLIED INSTALLSUPPLIED INSTALLSUPPLIED INSTALLSUPPLIED INSTALLSUPPLIED INSTALLSUPPLIED INSTALLSUPPLIED INSTALLSUPPLIED INSTALL 20' INSTALL10' INSTALLCOBRA TYPE TYPES TYPE 10'SIGNAL POLE 13'SIGNAL POLE 20'SIGNAL POLE 30'SIGNAL POLE 25'TROMBONEARM 3SECfION HEAD COUNTDOWN PED. PED.BUTTON TAPERED POLE TRUSS ARM HEAD LUMIARE BASE BASE BASE STRUCTURE EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH EACH PB-1 PB-2 PB-3 PB4 PB-5 PB-6 PB-7 PB-8 PB-9 PB-10 PB-11 PB-12 PB-13 PB-14 PB-15 PB-16 PB-17 PB-18 P8-19 PB-20 PB-21 PB-22 LC-1 LB-1 LB-2 1 1 1 1 LB-3 1 1 1 1 LB 4 1 1 1 1 LB-5 1 1 1 1 LB-6 1 1 1 1 LB-7 1 1 1 1 LB-8 1 1 1 1 LB-9 1 1 1 1 LB-10 1 1 1 1 LB-12 1 1 1 1 LB-13 1 1 1 1 LB-14 1 1 1 1 LB-15 1 1 1 1 LB-16 1 I 1 1 LB-17 1 I 1 1 LINCOLN & MCKINLEYTOTALS 0 0 0 0 0 0 0 0 16 16 16 0 116 1 TC-1 1 PB-1 PB-2 PB-3 PB4 PB-5 PS-6 PB-7 PB-8 PB-9 LB-1 1 2 1 LB-2 1 1 1 1 LB-3 1 1 1 1 LB-4 1 1 1 LB-5 1 2 1 LB-6 1 1 1 1 LB-7 1 1 1 1 LB-8 1 i 1 1 LB-9 1 2 1 1 LB-10 1 1 1 1 LB-11 1 1 1 1 LB-12 1 1 2 1 1 1 LB-13 1 1 1 LB-14 1 1 1 1 LB-15 1 1 1 1 LB-16 1 1 1 9TH & WESTHAVEN SIGNALS 8 4 1 3 3 12 8 8 0 3 2 15 1 1 UNDISTRIBUTED 1 0 0 0 0 0 0 0 0 2 2 2 1 2 0 CONTRACT TOTAL 8 4 1 3 3 12 8 8 18 21 20 16 19 2 88 CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR _ DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION SCALE IN FEET: o zo ao DATE I BY ELECTRICAL QUANTITIES 5/10/2023 CITY CONTRACT 23-02 SHEET 29B OF 34 N I 7 V n J r z V 14 11 14 N U O L C 0 D 7 D V ------------- ---------------- ---------------- ---------------- PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION DATE I BY 5/10/2023 BID ITEM 5056 REMOVE & PRESERVE LIGHT POLE, BASES, & FIXTURES LS UNDISTRIBUTED 1 CONTRACT TOTAlS 1 ELECTRICAL QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: " " "" CITY CONTRACT 23-02 SHEET 29C OF 34 1 3 a N N C CY to N O N LO r) N O N N L Cn 3 vi N 71 C C O Q BID ITEM 2002 -10" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. Lincoln Ave L-21 CO-4 30.4 UNDISTRIBUTED 1.6 BID ITEM 2002 TOTAL 32.0 BID ITEM 2003 -12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. Lincoln Ave L-28 1-15 26.0 W. Lincoln Ave 1-23 L-33 26.0 W. Lincoln Ave L-33 1-21 10.0 W. Lincoln Ave L-24 1-5 26.0 W. Lincoln Ave L-34 1-25 10.0 W. Lincoln Ave L-37 1-30 10.2 W. Lincoln Ave L-26 1-11 8.3 W. Lincoln Ave 1-33 L-40 10-0- W. Lincoln Ave L-40 1-34 26.0 W. Lincoln Ave 1-1 1-3 6.2 W. Lincoln Ave 1-2 1-4 6.0 W. Lincoln Ave L-24 1-7 10.0 W. Lincoln Ave 1-7 1-8 5.5 W. Lincoln Ave 1-5 1-6 5.3 W. Lincoln Ave 1-13 1-14 6.0 W. Lincoln Ave 1-15 1-16 6.0 W. Lincoln Ave 1-19 1-20 6.0 W. Lincoln Ave 1-17 1-18 6.0 W. Lincoln Ave 1-21 1-22 15.2 W. Lincoln Ave 1-23 1-24 6.0 W. Lincoln Ave 1-25 1-26 6.0 W. Lincoln Ave 1-27 1-28 6.0 W. Lincoln Ave 1-33 1-35 6.0 W. Lincoln Ave 1-34 1-36 6.0 W. Lincoln Ave L-41 CO-24 6.5 W. Lincoln Ave L-41 CO-26 8.7 W. Lincoln Ave L-41 CO-25 8.8 McKinley St 1-38 M-24 7.8 McKinley St 1-39 M-24 24.1 McKinley St 1-39 1-40 6.0 McKinley St 1-38 1-41 6.0 W. Lincoln Ave 1-13 L-28 10.0 W. Lincoln Ave 1-31 L-36 26.1 W. Lincoln Ave L-36 1-32 9.9 W. Lincoln Ave L-34 1-27 26.0 W. Lincoln Ave L-35 L-36 36.9 W. Lincoln Ave L-39 CO-22 4.3 W. Lincoln Ave L-20 1-2 22.7 W. Lincoln Ave L-39 1-29 11.6 W. Lincoln Ave 1-17 L-32 21.8 W. Lincoln Ave 1-9 L-26 23.7 W. Lincoln Ave L-21 L-44 29.4 W. Lincoln Ave L-20 1-1 W. Lincoln Ave 1-19 L-32 McKinley St 1-40 CO-31 V36.0 Mockingbird Way 1-42 CO-36 CO-35 UNDISTRIBUTED BID ITEM 2003 TOTAL 659.4 BID ITEM 2006-15" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH McKinley St M-22 M-23 221.8 McKinley St M-21 M-22 65.8 McKinley St M-24 CO-30 9.9 UNDISTRIBUTED 10.4 BID ITEM 2006 TOTAL 1 301.9 BID ITEM 2009-18" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. Lincoln Ave L-35 L-37 44.0 W. Lincoln Ave L-37 L-38 26.7 McKinley St M-20 M-21 208.5 UNDISTRIBUTED 10.0 BID ITEM 2009 TOTAL 289.2 BID ITEM 2015-24" STORM SEWER STREET STA STRUCTURE END STRUCTURE LENGTH McKinley St L-22 M-20 148.0 UNDISTRIBUTED 10.0 BID ITEM 2015 TOTAL 158.0 BID ITEM 2018 - 27" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. Lincoln Ave L-25 L-26 24.5 W. Lincoln Ave L-29 L-30 29.5 W. Lincoln Ave L-42 L-26 21.9 W. Lincoln Ave L-32 CO-19 8.7 W. Lincoln Ave L-30 L-31 24.5 W. Lincoln Ave L-31 CO-14 3.3 W. Lincoln Ave L-27 CO-10 5.1 W. Lincoln Ave L-42 L-43 6.4 W. Lincoln Ave L-43 CO-11 4.7 UNDISTRIBUTED 11.4 BID ITEM 2018 TOTAL 140.0 BID ITEM 2024-36" STORM SEWER STREET TA STRUCTURE END STRUCTURE LENGTH W. Lincoln Ave L-33 L-34 168.9 UNDISTRIBUTED 10.0 BID ITEM 2024 TOTAL 178.9 BID ITEM 2027-42" STORM SEWER STREET START END LENGTH STRUCTURE STRUCTURE W. Lincoln Ave L-28 L-29 47.1 W. Lincoln Ave L-29 L-33 140.5 UNDISTRIBUTED 10.0 BID ITEM 2027 TOTAL 197.6 BID ITEM 2030.48" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. Lincoln Ave L-20 L-21 217.1 W. Lincoln Ave L-21 L-22 75.5 W. Lincoln Ave L-24 L-25 45.9 W. Lincoln Ave L-22 L-24 258.0 W. Lincoln Ave L-25 L-28 318.4 W. Lincoln Ave L-20 CO-3 7.5 UNDISTRIBUTED 4.5 BID ITEM 2030 TOTAL 926.9 BID ITEM 2049 - 24"x38" HERCP III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. Lincoln Ave L-34 L-35 46.3 W. Lincoln Ave L-35 L-40 252.9 W. Lincoln Ave L-40 L-41 22.2 UNDISTRIBUTED 10.0 BID ITEM 2049 TOTAL 331.4 BID ITEM 2237 TYPE III INLET W/ 18" SUMP (NEENAH R-3067 FRAME TYPE R GRATE) STREET NUMBER EACH W. LINCOLN AVE 1-1 1 W. LINCOLN AVE 1-2 1 W. LINCOLN AVE I-3 1 W. LINCOLN AVE I-4 1 W. LINCOLN AVE I-5 1 W. LINCOLN AVE 1-6 1 W. LINCOLN AVE I-7 1 W. LINCOLN AVE I-8 1 W. LINCOLN AVE 1-9 1 W. LINCOLN AVE I-11 1 W. LINCOLN AVE I-13 1 W. LINCOLN AVE I-14 1 W. LINCOLN AVE 1 W. LINCOLN AVE 1 W. LINCOLN AVE 1 W. LINCOLN AVE Vl� 1 W. LINCOLN AVE 1 W. LINCOLN AVE 1 W. LINCOLN AVE I-21 1 W. LINCOLN AVE I-22 1 W. LINCOLN AVE I-23 1 W. LINCOLN AVE I-24 1 W. LINCOLN AVE 1-25 1 W. LINCOLN AVE I-26 1 W. LINCOLN AVE I-27 1 W. LINCOLN AVE I-28 1 W. LINCOLN AVE I-29 1 W. LINCOLN AVE I-30 1 W. LINCOLN AVE 1-31 1 W. LINCOLN AVE I-32 1 W. LINCOLN AVE I-33 1 W. LINCOLN AVE 1-34 1 W. LINCOLN AVE I-35 1 W. LINCOLN AVE 1-36 1 MCKINLEY ST 1-38 1 MCKINLEY ST 1-39 1 MCKINLEY ST 1-40 1 MCKINLEY ST I-41 1 MOCKINGBIRD WAY I-42 1 MOCKINGBIRD WAY I-43 1 UNDISTRIBUTED 1 CONTRACTTOTALS 41 BID ITEM 2850 BID ITEM 2852 BID ITEM 2856 CONNECTTO CONNECTTO CONNECT TO EX. STORM SEWER EX. STORM LATERAL EX. SS MH STREET NUMBERIADDRESS STA. OFFSET EACH EACH EACH W. LINCOLN AVE CO-3 12+21 2.5 RT 1 W. LINCOLN AVE CO-4 14+38 4.0 LT 1 W. LINCOLN AVE CO-5 14+41 4.0 RT 1 W. LINCOLN AVE CO-6 17+16 35.0 RT 1 W. LINCOLN AVE CO-10 18+06 59.0 RT 1 W. LINCOLN AVE CO-11 18+14 59.5 LT 1 W. LINCOLN AVE CO-14 21+80 60.0 LT 1 W. LINCOLN AVE CO-19 21+80 43.0 RT 1 W. LINCOLN AVE CO-22 25+16 53.0 LT 1 W. LINCOLN AVE CO-24 28+15 12.0 LF 1 W. LINCOLN AVE CO-25 28+17 10.0 LT 1 W. LINCOLN AVE CO-26 28+15 6.5 LT 1 MCKINLEY ST CO-30 46+12 40.0 LT 1 MCKINLEY ST CO-31 45+72 26.5 LT 1 MOCKINGBIRD CO-35 2+44 12.2 RT 1 MOCKINGBIRD CO-36 2+44 12.2 RT 1 UNDISTRIBUTED 1 1 1 CONTRACT TOTALS 12 4 3 PLAN DESIGN INFORMATION DESIGN DATE' 10-17-2022 SURVEYOR DESIGN ENGINEER BID ITEM 2200 BID ITEM 2201 BID ITEM 2202 BID ITEM 2203 BID ITEM 2204 BID ITEM 2205 BID ITEM 2213 STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM INLET MANHOLE (2' DIA) (4' DIA) (5' DIA) (V DIA) (7' DIA) (8' DIA) (4' DIA) STREET NUMBER V.F. V.F. V.F. V.F. V.F. V.F. V.F. W. LINCOLN ST L-20 6.56 W. LINCOLN ST L-21 7.8 W. LINCOLN ST L-22 7.86 W. LINCOLN ST L-24 6.47 W. LINCOLN ST L-25 6.69 CHERRY ST L-26 5.61 CHERRYST L-27 7.27 W. LINCOLN ST L-28 5.11 W. LINCOLN ST L-29 5.41 WISCONSINST L-30 5.2 WISCONSINST L-31 5.11 WISCONSINST L-32 5.43 W. LINCOLN ST L-33 4.45 W. LINCOLN ST L-34 4.2 W. LINCOLN ST L-35 4.35 WRIGHTST L-36 3.12 WRIGHTST L-37 3.68 WRIGHTST L-38 3.55 W. LINCOLN ST L-40 3.46 W. LINCOLN ST L-41 3.72 W. LINCOLN ST L-42 5.64 W. LINCOLN ST L-43 5.39 W. LINCOLN ST L-44 3.29 MCKINLEY ST M-20 5.96 MCKINLEY ST M-21 4.21 MCKINLEY ST M-22 4.34 MCKINLEY ST M-23 3.91 MCKINLEY ST M-24 2.95 UNDISTRIBUTED 0 1 1 1 1 1 1 CONTRACT TOTALS 3.29 53.95 1.00 32.76 28.76 7.56 19.42 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 STA STA OFFSET L.F. L.F. L.F. W. Lincoln Ave 12+24 12+28 4.0 LT 15 W. Lincoln Ave 14+38 14+40 4.0 RT 22 W. Lincoln Ave 17+18 18+03 5.0 RT 65 24 W. Lincoln Ave 17+88 18+04 LT/RT 31 W. Lincoln Ave 17+89 18+05 RT 23 W. Lincoln Ave 18+05 18+32 LT/RT 30 W. Lincoln Ave 18+06 18+06 8.0 RT 50 W. Lincoln Ave 18+15 18+15 JOLT 50 W. Lincoln Ave 21+38 21+78 10 RT 47.5 W. Lincoln Ave 21+81 21+92 35.5 RT 42 W. Lincoln Ave 21+38 21+59 29 RT 26 W. Lincoln Ave 21+80 21+80 RT/LT 50 W. Lincoln Ave 21+80 21+80 5.0 LT 51 W. Lincoln Ave 23+14 23+15 9 RT 11 W. Lincoln Ave 23+14 23+15 LT/RT 25 W. Lincoln Ave 24+97 24+99 10 LT 11 W. Lincoln Ave 24+97 24+99 LT/RT 26 W. Lincoln Ave 25+13 25+17 10 LT 28 W. Lincoln Ave 24+99 25+14 19 RT 23 W. Lincoln Ave 25+17 25+17 LT/RT 60 W. Lincoln Ave 25+13 25+50 36 LT 36 W. Lincoln Ave 26+63 26+65 10 LT 10 W. Lincoln Ave 27+95 28+12 10.5 LT 23 W. Lincoln Ave 27+95 28+12 RT/LT 22 McKinley St 43+59 43+59 RT/LT 13 McKinley St 44+85 44+84 RT/LT 13 McKinley St 46+31 46+20 RT/LT 19 McKinley St 46+20 46+22 RT/LT 31 Mockingbird Way 2+21 2+44 19.5 LT 27 Mockingbird Way 2+19 2+44 17 RT 33 UNDISTRIBUTED 10 10 8 CONTRACTTOTALS 169.0 10.0 786.5 PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION BID ITEM 2950 EXCAVATION SPECIAL STORM TONS UNDISTRIBUTED 25 TOTAL CONTRACT TOTAL 25 BID ITEM 2750 ROCK EXCAVATION STREET STA STA OFFSE T CY UNDISTRIBUTED TOTAL 30 CONTRACT TOTAL 10 BID ITEM 2508 BID ITEM 2510 BID ITEM 2516 TYPE"D" MODIFIED SEDIMENT REMOVAL STONE INLET PROTECTION TYPE "D" MODIFIED BAGS STREET FROM TO SHEET EACH EACH EACH MCKINLEY ST 41+50 45+50 16 1 3 6 MCKINLEY ST 45+50 49+50 17 11 24 W. Lincoln Ave 12+00 15+50 it 8 12 W. Lincoln Ave 15+50 19+00 12 12 24 W. Lincoln Ave 19+00 22+50 13 8 16 W. Lincoln Ave 22+50 26+00 14 13 32 W. Lincoln Ave 26+00 28+50 15 6 12 TOTAL 61 0 126 UNDISTRIBUTED 6 4 4 CONTRACTTOTALS 67 4 130 DATE BY 5/10/2023 BID ITEM 2914 STORM WATER UTILITY LINE OPENING STREET STA STA OFFSET EACH UNDISTRIBUTED TOTAL 3 CONTRACTTOTAL 3 STORM QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-02 SHEET31A OF 34 tn N O N N Ln M N O N N LO M N O N N LO