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HomeMy WebLinkAbout25-04 - Bay Shore Drive & Bay StreetREGARDING 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 Sidewalk (New), Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay), Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals (New and Relay) Relating to Contract No. 25-04 assessments as per Wisconsin State Supreme Court Decision (Berkvam vs. the City of Glendale, 79 Wis. 2d 279.255 NW 251 (1979). Criteria of Reasonableness It is the opinion of this office that the assessments are, in fact, reasonable. The assessments have been calculated in accordance with the City of Oshkosh Policy for Special Assessments for assessing costs for street construction. Utility lateral costs are assessed to each lot needing lateral work. Sidewalk and driveway costs are assessed to the abutting property owner based on a square foot cost. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the construction of concrete or bituminous pavement and replacement of the sanitary sewer mains and laterals, storm sewer. laterals, and water distribution mains and laterals. The utility laterals provide a connection to the mains for each property. The storm sewer system will convey the runoff away from the area. The sanitary sewer and water distribution systems will provide a safe and reliable conveyance system for wastewater and drinking water. Estimated cost of the project is: $2,328,000.00 Proposed Assessments are: $162,072.88 City Cost of the project is: $2,165,927.12 I:\Engineering\2021- 2030 Contracts\2025 CONTRACTS\25-04 Bay Shore Dr & Bay St\ Construction\ Reports\ Report of Director of PW \25-04 Criteria for Reasonableness and Benefit_5-5- 25.docx LAKE BUTTE DES MORTS rn 3 �i E D cn cd a) i= d- (D I N O cn V) / m m 3 O i Q U O Q c m .N O m s 01 SHORECITY CONTRACT 25-04 BAY RECONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 BAYSHORE DRIVE, BROAD ST. TO STA. 17+00 6 BAYSHORE DRIVE, STA. 17+00 TO MILL ST. 7 BAY STREET, FOX RIVER TO BAYSHORE DRIVE 8 BROAD STREET, FOX RIVER TO BAY SHORE DRIVE UTILITIES 9 BAYSHORE DRIVE, BROAD ST. TO STA. 16+00 10 BAYSHORE DRIVE, STA. 16+00 TO STA. 20+00 11 SAYSHORE DRIVE, STA. 20+00 TO MILL ST. 12 BAY STREET, FOX RIVER TO BAYSHORE DR. 13 BROAD STREET, FOX RIVER TO BAYSHORE DR. QUANTITIES 14 PAVING ESTIMATED QUANTITY SHEET 15 STORM ESTIMATED QUANTITY SHEET 16 SANITARY ESTIMATED QUANTITY SHEET 17 WATER ESTIMATED QUANTITY SHEET 18 LATERAL ESTIMATED QUANTITY SHEET ISSUED FOR CONSTRUCTION: 01/1412025 v 11 s Q stio DESIGNATED HAUL ROUTES CITY CONTRACT 25-04 OSHKOSH, WISCONSIN . . . . . STREETS TO BE PAVED/UTILITY WORK • <<<< DESIGNATED HAUL ROUTES •(D©& • DESIGNATED HAUL ROUTES (EMPTY TRUCKS ONLY) DESIGNATED TRUCK ROUTES O PROJECT AREA D m 3 -0 vi at t W d- 0 I U1 N U) N at U) c .3 a 0 n Q v O m N N T O M LO N 0 N <t" 0 i TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE 'E" RIGHT OF WAY PAVEMENT SUMMARY - CONTRACT 25-04 4" CONCRETE SIDEWALK, 4"CONCRETE SIDEWALK, AY6"THRU (WHERE REQ'D VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES _ DRIVEWAY (WHERE REQ'D.) PAVEMENT NOTES C "B" I "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% 6" SLOPE = 2.0 % MIN. 4.0% MAX. 6" 1.0-=,-,2.0 % BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW CONSTRUCTION OR HINGE JOINT AT C/L WITH Yz" X 30" DEFORMED BARS STREET CONSTRUCTION IF CONFLICTS EXIST. S .1 .4',•a. ' 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. BACKFILL TOP SOIL ;, BACKFILL, TOP SOIL, FERTILIZE SEED & MULCH WHERE DISTURBED (1W TYP) 2.0' 2.0' FERTILIZE SEED & MULCH 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT I WHERE DISTURBED (16" TYP) SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C" PLAIN CONCRETE "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & E-MAT WITH INTEGRAL CURB BASE COURSE FERTILIZE, SEED & E-MAT 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY BENCHMARK INFORMATION THE ENGINEER IN THE FIELD. - BENCHMARK INFORMATION FOR UTILITY WORKONLY. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR GRADING/PAVING WORK 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT AREAS INDICATING GRAVEL SHOULDER/DRIVEWAY City Contract 25.04 Benchmarks List 10/14/2024 Number Station Street Alignment Description Elevation 1 12+27 BAY SHORE DR HYDRANT TAGBOLT @ BAY SHORE & BROAD 752.70 33+80 BROAD STREET 2 15+00 BAY SHORE DR PK NAIL ON POWER POLE @ 530 BAY SHORE DR. 751.52 3 17+82 BAY SHORE DR HYDRANT TAGBOLT @BAY SHORE &BAY 750.76 54+25 BAY STREET 4 20+12 BAY SHORE DR PK NAIL ON POWER POLE @ 624 BAY SHORE DR. 750.68 5 23+54 BAYSHORE DR HYDRANT TAGBOLT @ BAY SHORE & MILL 752.46 6 52+38 BAY STREET ARROW ON HYDRANT @ 7 BAY STREET 751.20 EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 9. INLET CASTING TO BE WELLED 3/4" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. REPLACE DISTURBED SQUARES FROM UTILITY WORK AS DIRECTED BY THE ENGINEER IN THE FIELD PROPOSED 4" CONCRETE SIDEWALK, 6" THRU DRIVEWAYS. (TYP) (3)-20' LENGTHS OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) (2) #4 TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP) 12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY 4 FT WIDE BEHIND BACK OF SIDEWALK. UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE RESTORATION LIMITS TO BE INCLUDED IN TERRACE BID ITEM. ACTUAL EMERGENCY 911 LIMITS TO BE DETERMINED BY THE ENGINEER IN FIELD. DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 SINGLE SIDEWALK SQUARES SHALL BE REMOVED AND REPLACED. 6" © THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSK WI 24-HOUR 920-236-5240 FIELD BY THE ENGINEER. (TYP) FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMES RAGE-DIR. PUBLIC WORKS NON ADA (SLOPE) COMPLIANT SQUARES SHALL BE REMOVED AND REPLACED. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH-DIVISION MANAGER 920-236-5065 FIELD BY THE ENGINEER. (TYP) ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. CHERYL SELL REMOVE & REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-232-5333 ® REHABILITATION WORK. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS-CITY FORESTER 920-232-5314 TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) REMOVE & REPLACE EX. CONC. SIDEWALK TO CONFORM TO MAX. 1Yz" PER FT. PARKS DEPARTMENT FORESTRY DIVISION OSHKOSH, WI CHAD DALLMAN - ASST. DIR. PARKS 920-232-5313 (12.5%) SLOPE THRU DWY. APRON. 6" THICKNESS REQ'D. ACROSS DWY. (TYP) CITY OF S REMOVE & REPLACE EX. CONC. SIDEWALK TO CONFORM TO MAX 1" PER FT. TRANSPORTAATIONTION DEPT. 926 DEMPSEY TR. DAN KUSSMANN 920-232-5350 (8.0 %)SLOPE THRU CURB RAMP. ELECTRIC DIVISION OSHKOSH, WI CITY ELECTRICIAN REMOVE & REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS UTILITY CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH FL REPAIR WORK. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) SIGN DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHTINATO JIM COLLINS TRANSPORTATIONJEFFRDIRECTOR 920-232-5342 PAVEMENT SCHEDULE FOR CONTRACT 25-04 SPECTRUM - CHARTER 3520 DESTINATION DR. APPLETON, WI NDF J. VANT U L ANDY J. VANTHULL 920-831-1821 920.831-92D2 NET C/L "A" "B" "C" "D" "E" WISCONSIN PUBLIC 330D N. MAIN ST. JEFF HENKELMAN -SENIOR SERVICE LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SERVICE CORP. OSHKOSH, WI MANAGER 920-617-2778 BAY SHORE DRIVE UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800-450-7280 (BROAD ST. TO MILL ST.) 1056.7' 32' 8' 7" CONCRETE 5" 60' APRON WORK, ASPHALT PAVING WORK, & TURF RESTORATION WORK. SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800 450.7240 BAY STREET UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY WISCONSIN & SOUTHERN RR CO. 1890 E. JOHNSON ST. MADISON, WI BEN MEIGHAN 608.243-9129 (FOX RIVER TO NAY SHORE DR.) 146.8' 32' 8' 7" CONCRETE 5" 60' APRON WORK, ASPHALT PAVING WORK, & TURF RESTORATION WORK. TRANS CANADA 801 O'KEEFE ROAD DE PERE, WI MATT ERNST 920-338-6573 ANR PIPELINE COMPANY W3925 PIPELINE LAN. EDEN, WI LARRY HUBER 920-477-2235 AT&T WISCONSIN 70 E. DIVISION ST. FOND DU LAC, WI CHARLES BARTELT ENGINEER 920-929-1013 WINDSTREAM 13935BISHOPS BROOKFIELD, WI 5303005 JAMES KOSTUCH 262-792-7935 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345.2503 NATIONAL RR STEVENS POINT, WI BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION I DATE BY PAVEMENT SUMMARY NO.' STATION I DESCRIPTION ELEV. DESIGN DATE MAY2024 ISSUED FOR CONSTRUCTION 01/14/2025 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: D 2D 40 CITY CONTRACT 25-04 SHEET 3 OF 18 3 Q) cn Ln N O N d 0 CT) 0 GENERAL NOTES FOR CONTRACT 25-04 FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL FORMULA FOR ALL STORM MANHOLE RISERS INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF THE INLET AND STORM SEWER. OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET CASTING FOR ALL STORM INLETS & INLET MANHOLES AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL TO CITY GARAGE. DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 V VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT 757. W 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS IN THE UNIT PRICE FOR CONCRETE WALK AND PAVEMENT. 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.) CASTING NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE ST = PROP 6" STORM LATERAL & STORM LATERAL INLET REQ'D LATERAL SHALL BE INSTALLED IN OPEN TRENCH BACKFILLED WITH GRANULAR BACKFILL. TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS OR LATERAL IS LARGER THAN 6". EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP.) 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HALL ALL SALVAGED CASTINGS TO THE CITY YARD ON FERNAU STREET, UNLESS NOTED IP = TYPE D "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP.) OTHERWISE. *** UNLESS OTHERWISE NOTED ON PLAN"** 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SB =STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP.) SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND 5' TO 10' FROM STANDARD LIGHT DUTY 8" CONSTRUCTION IF CONFLICTS EXIST. CONNECT TO EXISTING SERVICE (TYP.) O BACK OF WALK (NYLOPLAST - 0899CGSF)* �� **�� 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/ EXISTING WATER MAIN 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK NO DUMPING DRAINS TO AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP.) O WATERWAY" GRATE MARKER** DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE UNIT PRICE OF THE WATER MAIN. 3 RELAY LIVE STORM LATERALS(6" TYP. OR AS SPECIFIED) DEPRESS GRATE 1" (MAXIMUM) FROM TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS (i) EXISTING GRADE REGRADE EXISTING 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT MIN. (TYP.) SURFACE AS NEEDED FROM GRATE TO CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY PROVIDE MOWABLE AREA FORECASTED RAIN EVENTS TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO 2 MARKER BALLS MIN. (TYP.) 2808AG DRAIN CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE BASIN (NYLOPLAST)* SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING O STANDARD 5' HEIGHT (ULO), PAID FOR UNDER BID TIEM #2914, #3890, #4950. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD STORM SEWER REVISIONS MAIN CITY OF OSHKOSH, WISCONSIN 6" PVC STORM SEWER LATERAL UTILITY SUMMARY - CONTRACT 25-04 * = OR APPROVED EQUAL BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE XX-XX-XXXX ISSUED FOR CONSTRUCTION 01/14/2025 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 zo ao CITY CONTRACT 25-04 SHEET 4 OF 18 " I C.. ?"" FULL DEPTH SAWCUT REQ'D ANY !i;. POWER I � � I SIDEWALK TIE BARS � � �A ✓' 1" ISNOTED I� d i REQ'D (TYP.) B" SHORE DR TO BE IN EX. STEPS TO REMAIN PROPOSED �O 751.06 11, SAWCUT REQ'D. I i 75D.96 ; n REMOVE, SALVAGE AND RE -SET i PAVEMENT I I - --I EX. BRICK. REPLACE DISTURBED L P-) ALONG BAY I� °^a �' "> MATERIAL IN -KIND. COSTS SHALL BE SHORE �`'^•^ �4a �' r- SAWCUT REQ'D. INCLUDED IN TURF RESTORATION PROP. 4" ASP. SURFACE LTz EX. FENCE TO i EX. PROPERTY IRON (TYP.) DRIVE & (TYP•) REPLACE DISTURBED REMAIN 751 00, BID ITEM (#1370). W/ 6" C.A.B.C. (TYP.) BAY I m I ,I MATERIAL IN -KIND. COSTS SHALL BE THE TEACHERS STREET I _ I INCLUDED IN TURF RESTORATION BID ITEM (#1370). 530 REMOVE EX. 536 d CLOSET APRON SHOULD BE I I I Q Aso P.P. EX. BUILDING 3 MOVED/RELOCATE - PROP. 6" CONC. DWY IN APPROXIMATELY EXPANSION JOINT REQ'D. a ° ;�� P.P. REQ (TYP.) IN PAVT IN PAVT P.P. 8" CUR HEAD _N 4 FEET oo, �s. 24.59 SW CURB REQ'D TYP. IN PAVT IN PAVT REQ'D @ CARRIAGE A RON D TYP. FROM THE I I. �`O 2U F-F ose i 5' R ( -.{-x..- .--x .,.x WALK N PROPOSED CURB. 12" WIDE CURB HEAD REQ'D 750.93 p PLEASE ALONG RADIUS (TYP.) - -®- - P.P. IN NOTIFY THE I I� ° sy °. ENGINEER _ 750.50 --- 750.39 - -' 750.17 7409.95 '- 749.72_ _...•.- • ' IFTHERE - I I , ® +19. 8. - - 749.50--749.35 749.19 749.04 748.96 748.83 748.56J 750 94° ARE ANY I I . I 30' R BEGIN CONC. PAVT - QUESTIONS - R STA 12+25.40 GB ._... -_ GB +50.00 400 - - 7+00�ES. 120+ 40 1300 15t,00 __ORISS14 00 16 00 750.82 750_ 750.43 750.18 749.92 749.66 749.51 m o 749.35 749.20 749.12 748.99 ' PROP. 7" CONC, PAV'T 748.72 �'�--EXPANSION JOINT REQ'D W/ 5" C.A.B.C. REQ'D I ,750.55- _750.50_750.38750.12 _____ ____ 749.86749.60 749.34 749.14 748.94 748.74---748.64-- 748.55 748.38- PROP. 7" CONC. PAVT H.E.S. ° - -- - --- - - - - -- - -- W/ 5" C.A.B.C. REQ'D (TYP.) !, ° : ° ,v ., . , P.P. IN PAVT ; (BID ITEM #1303) C n . 7 i ( P - REMOVE 24" P.P. EX. BUILDING P.P / ( PAVT CURB AND IN PAVT GUTTER(TYP.) \ ' EX. R.O.W. (TYP.) REMOVE TREE ' (I.D.) (TYP.) 545 2'X5' D.W.F. REQ'D APPROX. TURF (TYP.) RESTORATION LIMITS PROP. 6" GRAVEL PROP. 4" CONCRETE SIDEWALK (TYP.) DWY REQ'D (TYR) (6" THRU DRIVEWAYS) (TYP.) 4" CURB HEAD REQ'D ON SOUTH SIDE OF ROADWAY STA IT IS STREET RECONSTRUCTION CONTRACTORS 12+25.40 TO MILL ST. I RESPONSIBILITY TO ACQUIRE AND MAKE ALUM ON JOB WARE OF THE OSHA MINIMUM APPROACH DISTANCES FOR A 69,000-VOLT TRANSMISSION LIME. 752 751 750 749 748 12+00 753 752 751 750 749 748 12 752 751 750 749 748 12+50 13+00 13+50 14+00 15+00 16+00 lb+JU 752 751 750 749 748 17+00 ui + mN ¢ It N O O i J N °- __.EX. CLPROFILE _. + :�..... D _... O N N_... It j PROP. CL PROFILE LL -0.516% i r00 v 1G+UU 13+UU lolou 14+11 vT v 7+uu o*uu N N O � � O u PROP. SOUTH T.O.C. PROFILE �- `n LL EX SOUTH R/W PROFILE a i I. co cn LLIt - ----- - - -- - PROP. SOUTH FL PROFLE ¢ - - _ 4" CURB HEAD REQ'D SOUTH SIDE OF ROADWAY STA 12+25.40 TO MILL ST. 753 752 751 750 749 748 00 752 751 750 749 748 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING CONON NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY2024 ISSUED FOR CONSTRUCTION 01/14/2025 BAY SHORE DRIVE SURVEYOR DESIGN ENGINEER JDD BROAD ST. STA 17+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 040 CITY CONTRACT 25-04 SHEET 05 OF 18 1" DOWEL BARS REQ'D @ 15" C-C. S SIDEWALK TO j BE 2 FT EAST ` cll i ; r FULL DEPTH SAWCUT REQ'D ' ��� SHORE �■ DISTANCE FROM R.O.W. LIT E WESTSIDE OF %- SIDEWALK TIE BARS REMOVE I CURB AND APPROX. SIDEWALK TIE BARS REQ'D (TYP.) TURF I I P.P. TO B.O.G(TYP.) P.) - -- ." I 611 v 749 19' 1 e BAY I� d `��i Aa0 o REQ'D (TYP.) PROP. 7" CONC. "1 GUTTER TYP.) RESTORATION LIMITS TYP. EX. RETAINING WALL TO � � `` - � PAVT H.E.S. W15" I (TYP.) I P.P. IN PAVER CLEAR ZONE REMAIN <•`1_ I_a C.A.B.C. REQ'D (TYP.) PROP. 6" H.E.S. CONC. (BID ITEM #1303) ( EX. PROPERTY IRON (TYP.) EX. RAILINGS TO BE REMOVED, I SALVAGED & REINSTALLED. COST I I I MATCH PROP. INTO EX. CONC. SIDEWALK DRIVEWAY i-I . II DWY TIE-IN REQ'D I SHALL BE INCIDENTAL TO THE EX. R.O.W. TYP. (TYP.) N I r- r (TYP.) ( PROJECT. 632A 640A _.I • -_ 12" WIDE CURB HEAD REQ'D (TYP.) 608 ALONG RADIUS TYP 612 REMOVE AND 616 624 I 628 632 ( 638 640 RE PLACE EX. ' I� ° - - ° • - '+87.06 I CONC. STEP (TYP.) SAWCUT REQ'D. I PROP. 6" GRAVEL 'D- ^ 4 CURB RE ROB HEAD Q' P. �, �ry� jy -a�. • P.P. '::UN D W' REQ'D (TYP.) TYP DWG E OR IN PAVT az F-F a 120' R IN RAM? AVE.L •i. i, I I, liAIRI1Vt L < <IN .�, IN PAVT l�,'_ �..� : I I IGJ I�-748.64 �� +15.05 .d; .. , -- - -- -- -' ' .-- , -_ _._ ,- ;_., -. .-. C;. .._.. _ ! 01� _ __ - U)^,IIP.P )(TYP��._'l ,� , - tY C:!�'Pitl_ i.fAVfj - - - e • a .. To F y . Ay"T: ° 848' 748.31 748.14 748.00 �- 748.09 748.24 748.39 748.55 748.70 ~ 748.85 749.00 749.32 -749.63 - - _-- 749.83 1 7qg, nn `L t X. =�;F. �m�'rf/ "' 1.25"DOWEL BARS - 17 FOR cL +15.05 +5 6 ---___. _....._. FOR +88.07 16 00 +20.00 LL 19 00 u: 20 00 "I'LAra Y. 21 00 GB +50.00 _. _. ____ __ ._.-..____ _ . __ - ___22 00_ END CONC. PAVT STA 22+82.10 ..._.___ _.. _ _ +8 .10 /TIE BARS REQ'D 23 00 -� 748.64 7 .50 748.36 748.24 748.34 748.50 f4 748.67 M 0 748.83 o 748.99 749.16 749.32 749.67 __ 750.03 750.25" e FULL DEPTH 748 38 ®®® ®®® PROP 7" CONC, PAVT W/5 C.A.B.C�F��D �_ .. SAWCUT .32 748.10____-_�__748.00 -^ ._748.09- 748.24 748.39 74855_ 748.70 74 .85 - P.P. '9� 748.21• _ _ _ -_ - - _ ®7 -- - -.--- N \, ° I° PROP. 8" R P. CONC. PAVT • ° . n ° a a e e °• ° 1\.E .. �, H.E.S. W/ W C.A.B.C. +16 O6 • :.- .. • r ' --- --- ° , .. � � ,. .. REQ'D (BID ITEM #1313) 8.07 P.P. t (?4 ta. P.P. .. I , Qe 748.53 ' 2 ' R + IN PAVT '' IN PAV'T -P OVE EX. HEDGE ROW.--- EX. A/C UNIT IN R.O.W. 5' �- �� Y �0 1 "n . - _ FLAT PLATE REQ'D 2'X5' D.W.F. REQ'D MATCH EX. BUIDLING __ P.P. IN PAVER BICLEARING& STA. 20+00 TO WIDE SIDEWALK REQ'D EX. STEPS IN R.O.W. 5' ■ SIDEWALKTIE BARS REQ'D (TYP.) ELEVATIONS (TYP.) I CLEAR ZONEBBING 23+00 IN FRONT. A/C UNIT TO WIDE SIDEWALK REQ'D F (TYP') ' ■ PROP. 6" CONC. DWY 617 BAYSHORE MARINA & ' EX. . BE ADJUSTED 621 OTHERS. BY IN FRONT. __..... - PROP. SIDEWALK APRON REQ'D (TYP.) PROP.4"ASP. FENCE POSTS TO SURFACE LTEX. BUIDLING STORAGE W/ 6" C.A.B.C. (TYP.) REMOVED AND EX. STEPS IN R.O.W. 5' CORNER I SALVAGED. SIGNS TO BE WIDE SIDEWALK REQ'D EASEMENT SEE BAY STREET PAVING PROP. 4" CONCRETE SIDEWALK I REMOVED BY OTHERS. IN FRONT. SHEETS FOR CONSTRUCTION BAGO STORAGE (6" THRU DRIVEWAYS) (TYP.) LI- - -I DETAILS SOUTH OF E.O.R.4" SOLUTIONS CURB HEAD REQ'D ON I 1 1 I SOUTH SIDE OF ROADWAY STA �I NOTE: SUMMER TARGET LAKE WATER ELEVATION 12+25.40 TO MILL ST. = 757.55. CONTRACTOR IS RESPONSIBLE FOR ANY FE - -- b � DEWATERING NECESSARY TO PAVE ON DRY BASE. ' 0 0 751 - + u 751 '- ° w oo EX. NORTH + co B.O.W. PROFILE PROP. NORTH T.O.C. PROFILE ¢ II 750 ° v h �- ., U) - - -- ------ 750 U) - - -- - - ---- - - - - - - 1 749 _ _�--_-�.--r ���0.303% 749 0.466% -1a.438% l, 4" CURB HEAD rn M 748 4" CURB HEAD REQ'D AT j REQ'D AT FOR + n 748 FOR (BAY SHORE) PROP. NORTH FL PROFILE TO STA 22+50 � II ii 747 747 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 ai 23+00 753 _ _ I _ _ w u 753 752 O 2 752 N O O N V N LL 751 � W _ 751 r + N N LL hT a u °o a II h EX. CL PROFILE '. PROP. CL PROFILE - - - - - - - - - - - - N LL a- F750 J U)- � 749 --....-- -. --- - - - - - - -..- -._.- -. --.......--...... 0.327%... __. _. �. __. 749 -0.381 % ( I 748 748 17+00 17+50 18+00 18+50 19+00 19+50 20I00 20+50 21+00 21+50 0 0 22+00 22+50 23+00 751 O u _... -r_ __.__. _. o ____ ___- + - O _- - - - - _ 51 + O m PROP. SOUTH T.O.C. PROFILE ¢ II - _ ---- u v w rn LL750 750 N J •'-' ' - O J FQ- EX. SOUTH R/W PROFILE r__-{ I - - --- - --- -- - -- -_-__ 749 749- '�-0.301% 748 4" CURB HEAD REQ'D ON ... _... N If 748 - SOUTH SIDE OF ROADWAY STA PROP. SOUTH FL PROFLE' II 12+25.40 TO MILL ST. 747 747 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAV 1 N G BAY SHORE DRIVE NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR CONSTRUCTION 01/14/2025 SURVEYOR STA 17+00 TO MILL ST. DESIGN ENGINEER JDD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: h 20 40 CITY CONTRACT 25-04 SHEET 06 OF 18 EX. STEPS EXTEND INTO BAY ST R.O.W.5'WIDESIDEWALK NOTE: SUMMER TARGET LAKE WATER ELEVATION ■ REQ'D IN FRONT, H O - 757.55. CONTRACTOR IS RESPONSIBLE FOR ANY EX. PROPERTY EX. I I DEWATERING NECESSARY TO PAVE ON DRY BASE. PROP. 4" ASP. SURFACE LT X. ANTENNA POLE. TO BE IRON (TYP.) BUILDING , , Wl6" C.A.B.C. (TYP.) RELOCATED BY OTHERS. MIDNITE CLUB /A DISTANCE FROM r REMOVE AND ' P.P. TO O1 SAWCUT REQ'D. REPLACE EX. CONC. STEP (TYP.) B.O.C.(TYP.) ■ 35 I 41 I 45 (TYP.) ( DWY PROP. 6" REQ'D APRON REQ'D (TYP.) EXTEND I REMOVE 12" CURB HEAD THROUGH DWY (STA. " O a I I c".,TREE 53+50) f AVt I CURB HEAD REQ'D ,._ (LD.)(TYP.) , 12°WIDE - — - — - — - — — - — - ALONG BULB RADIUS (TYP.) .-.......-- I • - �\ . •. - -- ..° � --'l_T — — — — — — — — — — — — — REMOVE ASPHALT PAV'T IN R.O.W.74871 _ — --- - - ,�'S:0', - - --- �_ Li ... \ II .74880,\� 748.57 —� 748.43 --___. ---748.21 -- -------="L�•Np 74810 _ °a ..ae APPROX. TURF RESTORATION � " 1 HP o +90 75e ` ® PROP. 7" CONC PAV T P °� ° °e 16 67 W/ 5" C.A.B.C. REQ'D LP (CU5 ) (I +s3 9 .A ° ®® ®__-.O- I ___. �, -1-S ._.I 56 00 LIMITS (TYP ,. \ /. 24' R 00. EO GB 53 00 LL u- E g° a ^._ _ 5 ° I^ 55 00 ! 51 00 • ' '' `748.69 \ \ I 1 52 ° - _ _ " ° 748.83 748.73 -- 748.60- 748.41 E'. ASP 24 -�►•) ,° : ^ I PAV T/hAACADAP,1- w o 748.50 74853 o j O al ° J EX" RIVER'S EDGE i _ — — 748.00 _- 748.32---- '--� i748.19— - --- -�----7 8.29`74837-_� Ng UCTION '748.413 - SHEETS FOR j- ° •/, DETAILS NORTH OF ERO.R. REMOVE, AND SALVAGE EX. GUARDRAIL. COST IS '. R� . ®® `I - INCIDENTAL TO PROJECT. 4" CONCRETE �, I EXR.O.W.OP. . (TYP.) \ � SIDEWALK (6" THRU 3 DRIVEWAYS) ° i 42 EROSION CONTROL MAT I REMOVE STUMP. rn .I REQ'D PROP. 7° CONC. PAID AS GRUBBING I- - (BID ITEM #1021) o PAV'T H.E.S. W/ 5" C.A.B.C. REQ'D (TYP.) EXTEND 12" CURB HEAD PROP.6" GRAVEL THROUGH DWY (STA. 52+29.50) DWY REQ'D (TYP.) _" 'I 30 (BID ITEM #1303) I BAGO STORAGE (° i I SOLUTIONS , n so cd n v PROP. WEST T.O.C. PROFILE EX. WEST R/W PROFILE �� �` oo v o + q v + o a 750 N 1 T ' t i 750 749 -'-- ------ _: _._-. -- L__ _..— _ - - _._----r — .� 749 -0.439% 0.576% 748 748 747 PROP. WEST FL PROFILE 747 746 746 51+50 52+00 52+50 53+00 u� 53+50 54+00 ,�. �.... 751 ° n 0 1 N n o v, n ,n my .. _ +. �,.. v -.. '. + 751 Q ' it h Q u v u n n n _....._ _ _t- 75D - vr- -- _______-__._.___.N....._. ......._.__. .___.__...... ___.___._ ._._._ F _J__._. --LL ......... ......_._... _____-_< v -LL - 750 EX. CL PROFILE N °" PROP. CL PROFILE 749 "'-"-- -.. 83%..._.---0.386%-.... _..... I _.._. ._ ---- -.... 749 748 748 747 _....... ! _..... I 747 746 746 51+50 52+00 52+50 53+00 Ip O 53+50 M 54+00 O + m o N 6 + n O a o un PROP EAST T.O.C.PROFILE ,' + ro m It 750 ___--------- ------- - ------ <- -v ..----_- ---_- .__.____ __._..._.. - --------- -- ._._..__¢ .. ._____ ---------- 750 749 _ _.__-___- �� � � 749 % -0.384 % 0 583 748 -.:,- - - - -- - - - - - 748 747 EX. EAST R/W PROFILE -_-___-- ------- _._.._._- _._-__- ----- _.._ 747 PROP. EAST FL PROFILE 746 746 51+50 52+00 52+50 53+00 53+50 54+00 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING BAY STREET NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR CONSTRUCTION 01/14/2025 SURVEYOR FOX RIVER TO BAY SHORE DRIVE DESIGN ENGINEER JDD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 25-04 SHEET 07 OF 18 i MATCH EX. o O � ELEVATIONS (TYP.)- r r EX. RIVER'S EDGE .._-___ ............_.. - --. 1- - _-- - - _ __._ __ PROP. 6" GRAVEL DWY REQ'D REMOVE ALL VEGETATION AND TREES WITHIN EX. R.O.W. (TYP.) RESTORATION LIMITS. PAID ' AS CLEARING & GRUBBING STA. 31+00TO STA.32+0D IT IS STREET RECONSTRUCTION CONTRACTORS RESPONSIBILITY TO ACQUIRE AND MAKE ALL ON JOBI AWARE OF THE OSHA MINIMUM APPROACH DISTANCES FOR A 69,000-VOLT TRANSMISSION LINE. 755 754 753 752 751 750 749 748 747 746 745 744 755 754 753 752 751 750 749 748 747 746 745 744 31+00 31+50 32+00 32+50 33+00 33+50 34+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION j DATE BY jCONCRETE PAV 1 N G BROAD STREET FOX RIVER TO BAY SHORE DRIVE NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 ISSUED FOR CONSTRUCTION 01/14/2025 SURVEYOR DESIGN ENGINEER JDD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 25-04 SHEET 08 OF 18 III I-- I I S.C. 1+64.5 (TV) a _ _ _ - _ is I ( o $ o M BAY SHORE DRIVE S.S.C. 0+47.3 (TV) ill N a I 8-120-,N- B-11 i w I TYP. Ot v I _ Z ig. B-1 CO-2 i i Q i d CONNECT EX BUILDING I m O o IB Ij Lu OLDOWNSPOUTS TO OPROP. STO. LATS I.j w QoQ TYP.O2 CONNECT EX BUILDING 53O oQQ Ip 536 - - - - I S-30 B.2 - I - d W + 0- DOWNSPOUTS TO J I W J + N -' PROP. STO. LATS I i1I P 1 F ...__.... v = \ \ U ABA N. P-2 141 O Iw --0, w .- 230.00' ro BM#2 GAS ! n vi 110.00' 5-29 P Y/ UI E_ x..-x _x-X x I P3 ! G (ABAN. G CG 0 "-� G-(A AN A SAN SAN .,. IP le i I I- OK IBEBE1'ST _.... __.-.__ .; = ABAN W ... W " W� tABAN.) -W P-4 ITE 10 B-3 ( N io 363.5 L.F. 18" STO. @ 0.25% 3 TO AWED @STA. -31 O S-20 3-21 11 00 - iN v 00 = 13 00 14 00 S-1 1 00 16 00 __.._._-........ _ 7 00 _ - . - o __.._ . O LL _ . .. 334.7 L.F. B" SAN. @ 0.50% p-6 I D-5 n I I A 8-0 V-1 PROP. 8" WM RELAY p-7 ° ,•� CI1 13 - - _ I ,, ., IP IP 3 I I I 5-28 �{ 03 F0 ' _ ..... FO 'FO I"I I l I BM#1& 75270 I r � - I 3 { i rail � BURIED � � 430.00' � 00.00' Ipl F.O. v I I o --- NI! 0 O I 545 �i IT IS STREET RECONSTRUCTION CONTRACTORS 'ALL SANITARY, STORM ,AND WATER LATERALS ON ITY TO ACQUIRE AND MAKE ALL ON JOB BAY STREET REQUIRE A BENTONITE SLURRY DAM.*** AWARE OSHA MINIMUM APPROACH DISTANCES I FOR A69,000-VOLT TRANSMISSION LINE. o 01 STORM INL MH (6' DIA) S-29 PIPE SEGMENTS STA. 34+40.66, 9.4' LT R A P-1 = 11.1 L.F. 30" STO. @ 0.50% 12"(NE)= 7.14 -(E)=7 7. 30'(NE)=743.98 P-2 = 19.4 L.F. 12' STO. @ 1.00% 42"(S)=742.97 P-3 = PROP 8" WM RELAY DEPTH=8.12' 11+50 12+00 12+30 13+00 13+50 14+00 14+50 15+00 IS+50 16+00 STORM MH (5- S.30 �" WATER MAIN FITTING STA. 34+5000, 3. - - ----...-_ - - __ _ -.. -. _... _ _... _..... ! _..... 751 SCHEDULE RIM=751.03DIA) S 28 L.- - - -- - -- -_ 30°(SW)-744.03 30°(SW)=T.50 V 8... V 7 -- - �_ _ _ - - - - I._ � EX. CL PROP. CL - - -._ _________,__ _ _. __ ....._..- _ . 8.11 = 8 45 BEND STA.-11+89.1, 65.0 LT DEPTH=6.24' 750 __ .._._.__ _ _ _. __ . _.__ 7 50 B•11 = 8°45° BEND STA=11+89.2,62.S-1 __ = 8' 45°BEND STA=11+89.2,59.5'LT STORM INLET I.11 749 _..50.00, MH (4' DIA) S-20749B-3 8.0' LT = 8°45°BEND 3TA=12+p4,5,10.7'LT STA. 34+40.66, 10.1'RT .06 S-2 = 8'45° BEND STA =12+04.5, 50.9'LT RIM=750.33 5.10 V•9 = 8'VALVE STA=12+04.5,12.9'LT 12'tW)=747.33 748 _- .21' _ 748B-4 = 845°BEND STA.=12+21.7. 8.0'RT SUMP=1.50' L - - +27 5 8 0'RT '747 DEPTH=4.50' --____ _-__- _ __.__ _ { __.____._ 4____ __. ......_.._. ______ ____. _-____ ._._.. .._..._.. ____.___.. ...____ ._ _.. ._ ___-__ _.__._ __._.._ ___-__ __ __ ___ _____. _____- ___-_.. ___- _______ ___ - 747 = =12+30.3, 20.5' RT H-1 HYDRANT STAT-1 = 8"X6"TEE STA=12+30.3,8.0'RT V-1 = 6' VALVE STA=12+30.3, 9.9' RT _ _. .__ -_-- -- j__ -_ - 363.5 L.F. 18" STO. 746 __ ._ _.__- _ -- -- __ .... ..__ _... .._. - -- @ 0.25 0 46 V 7 = 8 VALVE STA =12+33 0 RT 745 STA. 8" W.M. EL. A (TOP) 744 -_-. STORM MH (6' DIA) S-28 -__) _._.._ ...__... _____ _.. _. ______. - _____ __.._. _____ _____ ___ _ _____ } __ _____ __.__ .._..... .____.._- _________ _ ______ 7 44 11+89.2 (CONIC) 743.01 STA. 33+72.50, 0.0' T • ' • 11+89.2 (8-11) 743.01 RIM=751.03 42"(N)=742.77 ..'•• •' '•''''•'I••'.'•:'•'.' T-1 •;. ;•:.', •;.', •;.'•; .'•.'•.'•. •.. r •.. �• '; •... • •. 43 7a3 42 tS)=742.77 . . , , . , .' _, . w; PROP. 8" WM 334.7 L.F. 8.. SAN. @ 0.50% 12+04.5 (B-2) 74301743 .. RELAY.•, . 12+04.5 (V-9) 743.01 742 DEPTH=7.51' B-3 - • ' .' •. ' •.; •..' J • .' 7 42 12+04.5 743.01 SANITARY MH.S-1 `B-3) 12+21.7 B-0) 744.02 STA. 14+16+85, 0.0' T RIM=749.83 ' • • • 741 12+27.5 (V-8) 744.02 741 8°(E)=743.07 12+30.3 (T-1) 744.02 DEPTH=6.01' 12+33.4 (V-7) 744.02 I 740 740 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 MAIN CONNECTIONS CO-1 - CONN. EX. 8° WM TO PROP. 8" WM CO-2 = CONN. EX. 30' STO. TO PROP. 30" STO. @ 744.5t BENCH MARKS- US S A D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN BAYSHORE DRIVE NO. STATION ELEV. DESIGN DATE JULY2024 ISSUED FOR CONSTRUCTION 01/14/2025 1 12+27 HYDRANTTAGBOLT BAYSHORERBROAD 752.70 2 1 15+00 1 PK NAIL ON POWER POLE @ 530 BAY SHORE DR. 751.52 DESIGN ENGINEER I CMC DESIGN ENGINEER MWN FROM BROAD ST. TO STA. 16+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 49 CITY CONTRACT 25-04 SHEET 9 OF 18 I o� W 530 I J "r I lr31100' �, I I _x .---x 00 m L------------ S.S.C. 0+47.3 (TV) - O O p � O Q + 536 J O U ro vi 110.00' COPPER S .C. 1+78.9 (N) 0 0 BAY SHORE DRIVE �I n COA CO-3 �n S-5 _ _1 CO S-6 FI 'I vio 608 +� ao I +� 612 � +� IP B-10 B.g CO-6 GAS 1P 5-22 IP IP BM #3 V 70.00' LINE 40.00 0n vl rT 40.00.E I171- I-5 1- 750.76 _ 5T y I � I I i I I I I 616 O ifj 624 62 O O +� J 80.00 BM IF7 ` 5750.Ur n n 0 , -I 40.00 I no 40.00' ( t .ST -. _ �n.._..I .... _ - - h���A Irll vi n ,I W W-: W 363.5 L.F. 18" STO. @ 0.25% (ABAN.) W p-0 P_5 R P 8 a 5-23 3--(�Euo,+, t T-Vai W _. P-17 P-16 W-(ABAN.) 58.9 L.F. 18" STO. @ 0.25 % W ,. w 405.0 L.F. 18" STD. @ 0.25 5-21 S 2 t 12 L.F. OF 18" CASING PIPE C 5-24 16 00 ...___.._ . __ 7 00.___.. __. ____ ______ _ _ V _ --:; 18 00 - - ..__ 19400 ss 2 334.7 L.F. 8" SAN. @ 0.50% p 6 V-0 = N PEuove P-18 341,4 L.F. 8" SAN. @ 0.40 % D-5 P 9 V-2 V-6 D- D-6 mall) PROP. B" WM RELAY P 7 V 3 C-1 °- V-l2 V-10 P-19 PROP. B" WM RELAY FO BENTONREDAMTO BE INSTALLEO @ STA-,6+e51N 00.00' O I TRENCHES tL BURIED PHONE 545 00 I I "**ALL SANITARY, STORM, AND WATER LATERALS ON BAY STREET REQUIRE A BENTONITE SLURRY DAM.*** I t Dq I vl IB sT 70.0 I Z TVP, Oi 120.00' -'- N S-33 Q TYP.O2 I-OYP-15a I I III II• o f 601 CONNECTER BUILDING ^O� 617 W DOWNSPOUTS TO IP Q J ` + /•- W PROP.ROP. STO. LATS d. I „ ca I N N iY�.io O 7'F-; 0 s 'l I 1p O vi SANITARY MH S-5 STORM INLET I-5 PIPE S STA 17+35.29, 55.3' LT STA 17+35.03, 37.8' LT RIM=748.92 RIM=748.34 P•4 = 6.0 L.F. 12" STO. @ 0.50% P-12 = 30.1 L.F. 24"x38" STO. @ 0.35% 12°(N)=744.73 12°(E)=745.34 P•5 = 8.0 L.F. 12" STD. @ 1.00% P-13 =PROP 8" WM RELAY DEPTH=3.44' SUMP=1.50' STORM MH (8' DIA) S•23 DEPTH=4.5V STA 17-61.08, 8.O' LT STORM MH (4' DIA) 5.24 P-6 = 24.0 L.F. 12" STO. @ 1.00% P-14 = PROP 8" WM RELAY SANITARY MH S-6 RIM=748.37 STA. 16+20,00, 8.0' LT P"7 = 6.0 L.F. 12" STO. @ 0.50% P-15 = 32.0 L.F. 12" STO. @ 1.00% STA 17+65.75, 57.2' LT STORM INLET I.6 18"(W)=744.07 RIM=748.12 P-8 = 47.5 L.F. 18" STO. @ 0.25 % P-16 = 6.0 L.F. 12' STO. @ 0.33% RIM=748.60 STA 17+67.02, 38.2' LT 24"x38'(N)=743.50 IB'(E)=744.22 8"(N)=744.69 RIM=748.34 16+00 16+50 17+00 17+50 34"x53"(S)=743.14 18+00 12"(N)=744.92 18+50 19+00 19+50 20+00 P"9 = PROP 8" WM RELAY P-17 - 8.0 L.F. 12' STO. @ 1.00% DEPTH=3.16' 12°(W)=745.34 750 18"(E)=744.07 12"(S)=744.77 750 P-10 = 25.5 L.F. 12" STO. @ 1.00% P-18 - 24.0 L.F. 12" STO. @ 1.00% SUMP=1.50' - _ DEPTH=4 48 18'(W) 744.22 r EX. CL PROP CIL- P-11 = 6.5 L.F. 12" STO. @ 1.00% P-19 = 6.0 L.F. 12" STO. @ 0.17% 50' - -.- - ---_.__ - - - - STORM MH (6' DIA) S•22 DEPTH=4____. .._.._..._ _.. ..... DEPTH 3 15'--......... ......._ ______ __ STA. 17+60.52,38.1'LT 749STORM MH 4'DIA S•21-L �- - 749 RIM=748.47 STORM INLET 1-7 STA. 17+13.55,8.0'LTS-2 WATER MAIN FITTING 24"x38"(N)=745.08 STA. 18+20.00,16.0'LT RIM=748.57 _-.-S-23 ___ SCHEDULE 24"x38°S-743.61 RIM=748.00 748 ._...---18"(W)=744.19 __-- V-11 -. S-24 I .--._ ---_ --_-_ ___-_._......____-..._._-_____746 (} 12"(E)=745.00 18" E = D-5 = DEFLECT STA =17+19.3,8.0'RT 12°(W)=745.08 12"(S)=745.00 O=744.1912=(E)=745.27 - 12"(S)=745.09 SUMP=1.50' 747 _-__ ........ ...... _-_ 12' N-745.41 _ ___._-_._....__.____...___..............__________________-_ ______._.._.__._......._._.__.________ 747 V•2 = 8"VALVE STA=17+41.0,8.0'RT DEPTH=4.11' DEPTH=4.50' O B•9 - 8°45' BEND STA=17+43.0,41.2'LT DEPTH=3.63'STORM INL MH (8'DIA) 5-33 STORM INLET 1.8 746 __.._ __.I. -____ --____ --_--..____.._.___.._ __...._. ._....__._.._ _..___- __- _- ______ ..._.._...............___746 STA.748.2871, 18.0'RT STA. 18+20.00, 16.0'RT V - 8" L E TA=17+RIM=748.28 RIM=74s.o1 363.5 L.F. 18" STD. 6.25% -' ° C-1 - 8°X8"CROSS STA437+43.7,RTRT 34°x53"(N)=743.02 _ _ _ @ 405.0 L.F. 18" STD. @ 0.25 /° V-3 - 8°VALVE STA=17+q3.7, 10.3'RT12°(E)=745.01 745 - - - _ 58.9 L.F. 18" _ _ _ ___ ___ __ _. .._._ __ _ _ - -. _- - _ _ _ - - __ _ 745 DA = DEFLECT STA=17+44.1, 38.1'RT 34'x53"(S)=743.02 12°(N)=745.01 STD. @ 0.25% WE = 8°VALVE STA=17+46.5,8.0'RT 12' W =744.68()= DEPTH=4.50' 744 - - _... - - _. _.. _- - 744 B-10 = D FL BEND STA=17+49.5,'RT LT SUMP=1.50' D-1 = DEFLECT STA:17+56.1, 8.0'RTDEPTH-5.26' _ _. I.._. STORM INLET 1.9 /� 12.0 L.F. D-6 = DEFLECT STA: 17+70.0, 6.O' RT STORM INLET 1.9 OA9ING PIPE INFO, iB'CASING PIPE STA. 17+07.55, 16.0' RT STA 18+26.00, 16.0' LT 743 - - - - - - srA.=v+ss.90 - - - - - - - - -- - 743 V-12 = 8" VALVE STA=17+87.5, 8.0' RT RIM=748.36 INS.A==T4o.9e j T-2 = 8° X 6" TEE STA: 17+g0.0, 8.0' RT 12°(E)=745.36 RIM=748.02 i H-3 = HYDRANT STA=17+90.0, 23.0' RT SUMP'1.59 12°(W)=745.02 742 _.. _ 334.7 L.F. 8" SAN. @ 0.50°B l _ _ 742 DEPTH=4.50' SUMP=1.50' - V-0D = 6" VALVE STA=17+g0.0, 10.1' RT DEPTH=4.50' . , ' • ' • ' •'.' V-11 = 8'VALVE STA=17+93.7, 8.0' RT 12.0 L.F. OF -,a cnswGPIPE 341.4 L.F. 8" SAN. @ 0.40% STORM INLET 1.2 741 --•'••i•.... • • , . - $" WM RELAY' o 741 PROP, 8"WM RELAY ._...,.:..PROP. STA. 17+07.55, 16.0' LT STORM INLET I.10 , RIM=748.52 STA. 18+26.00, 16.0' RT ' ' STA. 8" W.M. EL. (TOP) p_g T 2 740 SUM =1.5' RIM=748.02 740 D-5 caswc PwE WFo. 17+19.3 (D-5) 740.86 SUMP=1.50' 12°(Wp745.02 DEPTH=4.50' SUMP=1.50' ' • DE� STA=iT+819° 17 41 0 (V 2) 739.89 i �' WV. EL-T40.91 DEPTH=4.50' 739 _..._.... ___--_- ---! __-___ .__.._ __.. _. ...... _.___. G7 D'1 __. _._._..__ ___- _-- .___-___ ....._...... __L..___ ____-- _- __- ___ ___-_ ____ .___-. - ___- -___- ____________- 739 - + . INFO. PIPE ' STORM INLET LT -N. 17+43.7 (Gt) 739.89 STA. 17+13.55, 16.0' RT sTn=v+sa9T 17+46.5 (V-6) 739.89 RIM=748.33 STORM INLET 1-12 STA. 53+47,71, 16.0' LT 738 INV. F1=]]].T9 12'(N)=745,33 RIM=748.00 16+00 16+50 17+00 17+50 738 17+56.1 (D-1) 739.89 12°(W)=745.33 12'(E)=745.00 SANITARY MH S•2 sore=nws wNFa. 18+00 18+50 19+00 19+SO 20+00 SUMP=1.50' mv. El.=T]9.08 ( ) 741.02 DEPTH=4.59 SUMP=1.50' STA. 17+51.56, 0.0' T 17+90.0 (T-2) 741.11 DEPTH=4.50' RIM=748.50 8°(E)=741.40 17+93.7 (V-1 1) 741.11 STORM INLET 1.4 8'(W)=741.40 STA. 17+13.55, 16.0' LT 8'(S)=741.40 MAIN CONNECTIONS RIM=748.49 DEPTH=6.36' 12"(S)=745.49 CO-3 = CONN. EX. 12' SAN. TO PROP. 12' SAN. @ 744.7i 12"(W)=745.49 CO-4 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 744.7m SUMP=1.50' CO.5 = CONN. EX. 8" WM TO PROP. 8' WM DEPTH=4.50' CO-6 = CONN. EX. 24X38" STO. TO PROP. 24"X38" STO. @ 745.13 NO. STATION BENCH MARKS - US S A D 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, &WATER MAIN DESIGN DATE JULY2024 ISSUED FOR CONSTRUCTION 01/14/2025 BAYSHORE DRIVE 2 15+00 PK NAIL ON POWER POLE 530 BAY SHORE DR. 751.52 DESIGN ENGINEER CMC 3 17+82 HYDRANT TAGBOLT BAY SHORE 8 BAY 750.76 4 20+12 PK NAIL ON POWER POLE @ 624 BAY SHORE DR. 750.68 DESIGN ENGINEER MWN FROM STA. 16+00 TO STA. 20+00 z9 qD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 25-04 SHEET 10 OF 18 i I I I I I i i i _I BAY SHORE DRIVE S.S.G. °+46.G `GIs' F FE 632A ry I 640A w uio -ro i 608 +� +� 0J o-'i 624 oJv "o 612 632 I �J I w YP.Ot S.C. 21+"15C.O9 PPER ) 7. V) m . IAEi N40.00' 40001 80.00_, BMk4000VPO2 4 0040.000.00v IP ' h 750.88_ .I'�3Tviv-- N tP j 7 (ABAN)� SAN (� nN.)- ='SAN SAN A �q 1P �� ���• G G G G G G .G „ � a W-(ABAN.) W J w (ABAN.) W w- -. yy eU- 405.0 L.F. 18" STO. 0.25% vy 5-25 LKHEAD IO-PIPE ( r•.. i-. IN MHOB-1154AND $ _. .. 19 GD 2D ' D 10 3-9 D REMOVE PIPE TO BEND REuaK CO B 59 341.4 L.F. B" SAN. @ 0.40% 182.8 L.F. 8" SAN. @ 0.40 V45 T-3 T-4 D-3 CO-9 PROP. S" WM RELAY V_13 y_1q V_18 PROP, 8" WM RELAY BENT ONRE DAM TORE INSTALLED i -` I 0T I � � 1 zo.00' a Otz I +� 617 ,3 V) I ***ALL I �ANITARY, STORM, AND WATER LATERALS'ON BAY STREET REQUIRE A BENTONITE SLURRY DAM.*** I I U 6 310.00' 627 ***HIGH LEVELS OF CONTAMINATION EXPECTED BETWEEN STA. 21+50-23+00.*** 20+00 20+50 21+00 21+50 22+00 22+50 23+00 751 750 749 748 747 746 745 744 743 742 741 740 739 738 737 23+50 tr EX. CL PROP. CL _ _ 77 S-3 S-25 ._.... J. _ _..... _ STORM MH(4'DIA) S-25. STA. 22+25.00, 8.0' LT RIM=749.66 O - -- - - - -- -- - 405.0 L.F. 18" STO. @ 0.25% Q _. __1 -- _.... _.._ .... �','. .'.; :PROP 8"11VMRELAY''. ;' - .-.. T� C0 9 D3 • - ...._. ._._..._. _...._.. T-3 -182.8 L.F. 8" SAN. @ 0.40% - CO-e SANITARY MH S-3 STA. 20+93.00, 0.0' T RIM=749.13 _ 8'(E)=739.94 _. 8°(W)=7469 DEPTH=8.45' 20+00 20+50 21+00 21+50 22+00 22+50 23+00 751 750 749 748 747 746 745 744 743 742 741 740 739 738 737 23+50 WATER MAIN FITTING SCHEDULE V-15 = 8" VALVE STA: 20+30.4, 8.V RT H-4 = HYDRANT STA: 20+33.6, 24.0' RT V-13 = 6" VALVE STA =20+33.7, 10.8' RT T-3 = 8" X 6' TEE STA=20+33.7, 8.0' RT V-14 = 8" VALVE STA=20+37.8, 8.0' RT T-4 = 8" X 4" TEE STA=21+93.5, 8.0' RT V-16 = 4" VALVE STA=21+93.5, 9.7' RT D-3 = DEFLECT STA=22+48.5, 8.0' RT STA. 8" W.M. EL. (TOP) 20+30.4 (V-15) 742.10 20+33.7 (T-3) 742.11 20+37.8 (V-14) 742.13 21+93.5 (T-4) 742.78 22+48.5 (D-3) 743.01 22+80.7 (CONN.) 743.01 MAIN CONNECTIONS CO-7 = CONN. EX. 4" WM TO PROP. 4" WM CO.B = CONN. EX. 8" SAN. TO PROP. 8" SAN, @ 739.2t CO.9 = CONN. EX. 8" WM TO PROP. 8" WM NO. STATION BENCH MARKSDESCRIPTION VD 88 DATUM ELEV. DESIGN DATE PLAN DESIGN INFORMATIJULON - PLAN REVISIONS ISSUEDDES FOR CONSOTRUCTION 01/D1ATE BY SANITARY, STORM, & WATER MAIN 4 20+12 PK NAIL ON POWER POLE 624 BAY SHORE DR. 750.66 5 1 23+54 HYDRANT TAGBOLT CED BAY SHORE $ MILL 752.46 DESIGN ENGINEER CMC L BAYSHORE DRIVE DESIGN ENGINEER MWN I FROM STA. 20+00 TO MILL ST. 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 25-04 SHEET 11 OF 18 -D 'T STORM SErER OUTF LL PLATEDETAIL NOTES • CONTRACTOR TO SUPPLY APRON ENDWALL (-)T PLATE CONVERSION FOR HORIZONTAL EILIPTICALTO-BOXPIPE-ENOWALL 50.0 L.F. OF 34X53" STORM SEWER W/JOINT TIES, CLAY BEDDING & BACKFILL W INSTALL 49.1'SQ. YARDS OF OUTFAENDALL LL EL. = 742.57 HEAVY RIP RAP FROM OUTFALL TO DAYLIGHT B" STREET Typ. 1 O ITYP.(D- 100.00' ,-" 0 L.F. S" SAN. 0 Lu 19 0 0 6 c� 0 BENTONITEDAMTO BE INSTALLED @ STA--164951H C SMSTCAYAT TRENCHES -YCII 0 9 q 0 0 �s p d w U) > 0 + O+F F4V + 1 -0 + 0 1 0 P-4 1-2 IP L6 I O V v1 c3 q 55.00' 55.00' ui vI 0 14 1p IP 11 i�lw� C�;--F4 - - - - - - - - - - - - - -8 lQ911 IF - S-5 --(R AN ---- SAN N P-13 B-9 P-10 ro --64.0 L.F. 34"x 3" ST 0 0.20% 110.0 L.F. 3Wx53" STO. 0.20% P-20 rB.s I� IR -11 A SAN C SAN SAN BENTONfTEDAM S-3 IP -0. . =D (MD OBE INSTALLED IP 3 IP @ STA- -51-75 26' TURBIDITY BARRIER i V-10 :V-�1�2 100'. GA O)c Veit 51 S.Y. OF Tmo_t EROSION 90 L.F OF H-3 V-1 '6 LINE 'TfOV��90.0(), CONTROL 12"SEDIME 'IT LOGS CONNECT Ek BUILDlN IA ! BM #3 Q, MAT m 16 DOWNSPOUTS TO PROP. STO. LATS j m 750.760: 1 ,60 F- '+ I + - + o VI p o IP v5 vl -8 Lu P-18 1-7 IP o vi Ci WORK ASSOCIATED WITH EXCAVATING UP P 6 AND LAYING THE PIPE FROM THE OUTFALL To ROAD SURFACE, INCLUDING RESTORATIONS ***ALL SANITA�Y, STORM, AND WATER LATERALS ON SHALL BE COMPLETED IN ONE WORKING DAY, THIS DOES NOT INCLUDE PREPARATORY WORK IN BAY STREET F EQUIRE A BENTONITE SLURRY DAM.*** WATER WAY. STORM MH (4- DIA) S-21 PIPE SEGMENTS STA. 17+13.55,8.9 LT RIM=748.57 18 (W)=744.19 P.4 = 6.0 L.F. 12 STO. @ 0.50% P 13 = PROP 8"WM RELAY 18 (E)=744.19 STORM INL MH (8- DIA) S-33 STA. 53+47.71, 16.0' RT STORM MH (8- DIA) S-23 SANITARY MH S-5 SANITARY MH S-6 TSTO. @ 1.00% P-1 4 = PROP 8"WM RELAY P-5 = 8.0 L.F. 12' STO. IS =745.09 12) RIM=748.28 STA. 17+61.08, 8.0' LT STSTA.17+35.29,55.3'L I STA. 17+65.75,57.2' LT P'6 - 24.0 L.F. 12' STO. @ 1.00% P-15 = 32.0 L.F. 12' STO. @ 1.00% 1 2 (N)=745.41 34'x53'(N)=743.02 RIM=748.37 1W(W)=744 07 RIM=748.92 RIM=748.60 P-7 = 6.0 L.F. 12' STO. @ 0.50% P-1 6 = 6.0 L.F. 12' STO. @ 0.33% DEPTH=3,63' 34-X53- S)=743.02 - 24-x38'(N)=743 50 12'(N)=744.73 8-(N)=744.69 DEPTH=3.44' P-B = 47.5 L.F. 18'STD. @ 0.25% P-17 = 8.0 L.F. 12'STD. @ 1.00% 12'(W)=744.68 . 34�x53'(S)=743.14 DEPTH=3.16' P-9 = PROP 8"WM RELAY P-1 8 = 24.0 L.F. 12" STO. @ 1.00% STORM MH (4'DIA) S-24 STA. 18+20.00.8.0'LT DEPTH=5.26' 18'(E)=744.07 P-1 0 = 25.5 L.F. 12' STO. @ 1.00% P-19 = 6.0 L.F. 12" STO. @ 0.17% RIM=748.12 50+50 51,00 51+50 52+00 52+50 53+00 53+50 54+00 DEPTH=4.48' 54+50 55+00 P-11 = 6.5 L.F. 12' STO. @ 1.00% P-20 m 47.7 L.F. 34"x53' STO. @ 0.20% 18 (E)=744.22 750 : ! 750 P-12 = 30.1 L.F. 24*x38"STO. @ 0.35% 12 (N)=744.92 EX CL PROP. CL 2'(S)=744.77 11 8'(W)=744.22 749 •------ 749 WATER MAIN FITTING DEPTH=3,16 TARGET WATER ELEV. S4 SCHEDULE 748 74T55t, T- =V3 748 STORM INLET 1-1 -32 D-S = DEFLECT STA: 17-19.3.8.0'RT R-1 = 8"X6'REDUCER STA .=17+45.7.148.9'RT STA. 17+07.55, 16.0' RT H 2 = HYDRANT STA.=17+32.3.154.7'RT V-6 = 8"VALVE STA.=17+46.5,8.0'RT RIM=748.36 747 12-(E)=745.36 747 V'2 = 8 VALVE STA.=17+41.0,8.0'RT 8.10 = 8"45* SEND STA.=17+49.5,47.9'LT SUMP=1.50' B.9 = 8: 45'BEND STA.=17+43.0,41.2'LT 0.1 = DEFLECT STA.=I 7+56.1, 8.V RT DEPTH=4.50' 746 4 7' CO-6 746 B-7 = 6"46* BEND STA.=17-43.3,154.4'RT 0.6 = DEFLECT 8TA.=77+70.0,8.W RT V-4 = 8 VALVE STA.=17+43.6, 6.1' RT V-12 = 8"VALVE STA.=17+87.6,8.0'RT : Az C-1 = 8 X8"CROSS STA.=17+43.7,8.0'RT T-2 = 8"X6'TEE STA.=17+90.0,8.0'RT STORM INLET 1-2 745 -x. 745 V-3 = 8"VALVE STA.=17+43.7,10.3'RT H-3 = HYDRANT STA.=17+90.0,23.0 RT STA. 17+07.55,16.0'LT 10.0 L.F.L. 34"x53" STO. @ 0,20% P-20 x53" L.F. 34' D-4 = DEFLECT STA.=117+44.1, 38.11 RT V-10 = 6"VALVE STA.=17+90.0, 10.1'RT RIM=748.52 12'(E)=745.52 744 1164 0 L.F.60.5 �TO.'@0.20yo - STO, @ 0.20% 744 B-8 = 6"45'BEND ST&=17+45.7,152.0'RT V-11 = 8"VALVE STA.=17+93.7, 8.0' RT SUMP=1.5y V-S = 8"VALVE STA .=17+45.7,146.0'RT DEPTH=4.50' 743-T 168.1 743 STA. 8" W.M. EL. (TOP) STORM INLET 1-3 STORM MH (8- DIA L.F, 8" SAN. SANITARY MH S-2 1 STA, 17-51.56, O.O'T STORM MH (6- DI S-22 A) 17+43.3 (B-7) 742.00 STA. 17+13.55,16.0*RT /4E RIM=748.33 STA 51+90 00� I 6.0'RT 7 RIM=748.50 '(E)=741.40 STA. 17+60.52,38.1'LT 742 RIM=748.47 17+45.7 (B-8) 742.00 12'(N) RIM=748.60' 1 2.. 8 41 24"x38"(N)=745.08 17+45.7 (R-1) 742.00 12"(W)=746*3 3 741 --- o 34'x53'(N)=742.70 _.__-_....._SANITARY MIN SAN 5-4 WIiII -- 8'(S)=741 40 24"x38"(S)=743.61 741 17+45.7 (V-5) 742.08 SUMP=1.5u ENDWALL 34-x5T(S)=742.70 DEPTH=5.15' STA. 17+53.92,168.1'RT STORM DEPTH=6,361 12 -(W)=745.08 17+44.1 (D4) 741.14 DEPTH=4.50' INSTALL 49.1'SQ. YARDS OF OUTFALL EL. 742.57 RIM=748.67 STA. 53+00.00,16.01 RT 12-(E)=745.27 17+43.7 (V-3) 739.89 740 HEAVY RIP RAP FROM 8'(N)=742.74 RIM=748.00 34'x53'(N)=742.92 P- I)EPTH=4.1l'- 740 7+43.7 (C-1 739.89 OUTFALL TO DAYLIGHT STORM INLET 1-4739 DEPTH=5.18' 34-x53'(S)=742.92 7+43.6 (V4 739.89 STA. 17-13.55, 1LT DEPTH=5.08'- 1 739 17+43.0 (B-9) 740.13 RIM=748.49 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 17+49.5 (B-10) 743.30 12'(S)=745.49 17+49.5 (CONN.) 743.30 1 2'(W)=745.49 SUMP=1.50' DEPTH=4.50' MAIN CONNECTIONS STORM INLET 1.5 STORM INLET 1-6 STORM INLET 1.7 STORM INLET 1-8 STORM INLET 1.9 STORM INLET 1.10 STORM INLET 1-12 CO.3 = CONN. EX. 12" SAN. TO PROP. 12" SAN. @ 744.7± STA. 17+35.03,37.9 LT STA. 17+67.02. 38.2'LT STA. 18+20.00. 16.0' LT STA. 18+20.00, 16.0' RT STA. 18+26.00, 16.V LT STA. 18+26.00, 16.0' RT STA. 53+47.71, 160LT COA = CONN. EX. 8"SAN. TO PROP. B'SAN. @ 744.71: RIM=748.34 RIM=748.34 RIM=748.00 RIM=748.01 RIM=748.02 RIM=748.02 RIM=748.00 CO-5 = CONN. EX. 8"WM TO PROP. 8'WM 12'(E)=745.34 12'(W)=745.34 12'(E)=745.00 12-(E)=745.01 12'(W)=745.02 12'(W)=745.02 12-(E)=745.00 CO-6 = CONN. EX. 24"X38'STO. TO PROP. 24"X38'STO. @ 745.1± SUMP=1.50' SUMP=1.50' 12'(S)=745.00 12'(N)=745.01 SUMP=1.50' SUMP=1.50' SUMP=1.59 DEPTH=4.50' DEPTH=4.50' SUMP=1.50, SUMP=1.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.SW BENCH MARKS - LISGS NAVO 88 DATUM F- PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY 2024 ISSUED FOR CONSTRUCTION 01/14/2025 HYDRANT TAGBOLT @ BAY SHORE & BAY 50, 76d E52 BAY STREET ARROW ON HYDRANT @ 7 BAY STREET 7 1 0 DESIGN ENGINEER CIVIC A I DESIGN ENGINEER MWN FROM FOX RIVER TO BAYSHORE DRIVE CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS - SCALE IN FEET: 20 4o CITY CONTRACT 25-04 SHEET 12 OF 18 I LAST SECTION OF PIPE SHALL BE REMOVED. THE REST OF THE PIPE FROM REMOVAL LIMIT TO EX. MH 08-347 SHALL BE ABANDONED IN PLACE PER BID ITEM #2802. � -r 50.0 L.F. OF 42" STORM SEWER W/JOINT TIES, CLAY BEDDING & I O} BACKFILL . ENDWALL OUTFALL EL. = 741.98 INSTALL 15.1 SQ. YARDS OF HEAVY RIP RAP FROM OUTFALL TO DAYLIGHT TURBIDITY BARRIER CLEAR AND GRUB EX. TREES. ATC GUY LINES GROWN INTO TREE TRUNKS. CONTRACTOR TO COORDINATE WITH °1 / ATC AS NECESSARY. WORK ASSOCIATED WITH EXCAVATING AND LAYING THE PIPE FROM THE OUTFALL TO ROAD SURFACE, INCLUDING RESTORATIONS SHALL BE COMPLETED IN ONE WORKING DAY. THIS DOES NOT INCLUDE PREPARATORY WORK IN WATER WAY. 1 I West ROVI edge not parallel with East ROW edge BROAD STREET __--_.-_ RAILROAD 25' --.- ___.__.-- RAIL OFFSET -- -. -- - - -(ARAM) ---._ - ut q .. __.. _ _- ❑.. - - -_---_ - - _ r 1 i \ ❑ ��j OBEINITALED / LLL����.JJ17 - INSTALLED BENT TRENCHES MONITORING - �- - '- @STA -34-301N WELLS \ \ O� STOMAT O ._.. y BURIED J i F.O. __ _ ._. ._ S 29 __- .._. _ B 12 1 OO-1 W ,'rSTO P_1 S B 30 W 1 -- - - - _, ,.. - -- - - - - 66.8 L.F. 42 CO-2 - 32 00 0,30Wo_ _ _ _ _ _ _ _ _ _ _ _143.1 L.F. 42" STD. @ 0.30% _ _ _ _ _ _ _ _ _ _ _ _ B-3 p-2 SS - SS A gt _ - S-27 P-3 @ 0_3%._. _ . _._...50 4_ - -.---• ._ Y �,. `Fi SAN SAN S-26 ' I ATC POLE TE BE RELOCATED @ wSTE 1 LED TO BE INSTALLED @ STA -31+55 „� IT IS STREET RECONSTRUCTION CONTRACTORS RESPONSIBILITY TO ACQUIRE AND A1AKE ALL ON JOB BM #i AWARE OF THE OSHA MINIMUM APPROACH DISTANCES 752.70 FOR A 69,000-VOLT TRANSMISSION LINE. s I '• STORM SEWER OUTFALL W PLATE DETAIL NOTES CONTRACTOR TO SUPPLY APRON ENDWALL PLATE CONVERSION FOR ROUND TO BOX PIPE ENDWALL R w IP •; � IP 1 V 8 7 T-1 LINEGAS 220.00' Z � In 36 `t W ± it , U s W i � f vi O Ty- iO 0. 1 1/2" COPPER PIPE SEGMENTS P-2 = 19.4 L.F. 12' STO. @ 1.00% STORM INLET 1.11 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 P-3 = PROP 8' WM RELAY STA. 34+40.66, 10.1' RT RIM=750.33 EX. CL 12"(Wp747.33 s-2B_ " PROP. CL •.. �'9. S30 SUMP=1.50' 751 -- - -. - - -_-- - __----_ _ - - -u - ....-- - - --- - - _ ---- 751 WATER MAIN FITTING DEPTH=4.50' l _- SCHEDULE 750 -- '- STORM MH (5' DIA) S-30 B-12 = 8" 45° BEND STA.=t 1+89.1, 65.0 LT B-11 = 8" 45° BEND STA.=1 1+89.2,62.6 LT STA. 34+50.00, 3.4' LT 749 _.. I. RIM=751.03 749 B"1 = 8" 45° BEND STA =11+89.2, 59.5 LT �- SUMMER 30" ( )- 8-2 = 8" 45° BEND STA =12+04.5, 50.9' LT NORMAL WATER / 30"(SWN)=744.50 B-3 = 8" 45°BEND STA: 12+04.5, 10.T LT 748 -. ELEV. = 747.55t - - - _ _ _ DEPTH-6.24' _ 748 V / V-9 = 8" VALVE STA=12+04.5, 12.9' LT 9-4 = 8" 45° BEND STA. 12+21.7, B.0' RT 747 1 _ _.. __ _ 747 V-8 = 8" VALVE STA=12+27.5. 8.0' RT 50.0 L.F. OF 42"' STORM SEWER W/ JOINT / H-1 = HYDRANT STA=12+30.3, 20.5' RT TIES, CLAY BEDDING & BACKFILL - - _-- -..- C0.2--------- 746 T-1 = B" X 6' TEE STA: 12+30.3, 8.W RT 746 - _-_ ,� ___-•_ - -- ---- ....... _. _ .. __ _. __ _ _-___ - .._. - ---- .. V-1= 6" VALVE STA=12+30.3,9.9'RT 78L.F. V-7 = 8"VALVE STA=12+33.4,8.0'RT 745J4.0L.F.42'STD.@0.3 50.4 L.F. 42"0 2" STD. @ 0.30% GD-t 745 143.1 L.F. 4 V STO. @ 0.30 /o _ 744 1. 6 3% _ _STO. @ 0.30% _-_ 8-12 744 STA. L. W.M.O g_2 B_i t2+2 (84) 744.02 743 __....-/.._ __ __ __._. _. __ ... .. _..._- __ __ ___. - - ___- - __-_ - __- - _.. .._....... __ ___ ___ - - ..... B-0 •'-• . . _ _______ •• '•', 743 12+04.5 (8-3) 743.01 . • , • • , • P-3 • •', •. • , • • ,Q• , .' .' • .' • . B-01 12+04.5 (V-9) 743.01 742 - - - - STORM MH (6' DIA) S-28 B 3 STORM INL MH 6' DIA S-29 ( ) 742 12+04.5 (B-2) 743.01 11+89.2 (B-1) 743.01 STA. 33+72.50. 0.O' T INSTALL 15.1 SD. YARDS OF STA. 34+40.66, 9.4' LT HEAVY RIP RAP FROM ELL STORM MH 6' DIA S-26 ( ) STORM MH 6' DIA S-27 ( ) RIM=751.03 R'(E)=7.09 1t+89.2 (8-tt) 743.01 OUTFACE TO DAYLIGHT 741 EL. = - OUTFACE EL. = 741.98 .STA. 31+80.00, 10.0' RT STA. 32+29.41, 0.0' T 42" N =742.77 O - 12"(E)=747.14 741 11+89.1 (B-12) 745.19 RIM=749.39 RIM=749.59 42"(S)=742.77 30"(NE)=743.98 11+89.1 (CONN.) 745.19 42"(N)=742.19 42'(S)=742.34 DEPTH=7.51' 42"(S)=742.97 740 42'(S)=742.19 42'(N)=742.34 DEPTH=8.12' 740 34+00 34+50 35+00 31+00 31+50 DEPTH=6.45' 32+00 DEPTH=6.50' 32+50 33+00 33+50 MAIN CONNECTIONS CO-1 = CONN. EX. 8" WM TO PROP. 8' WM CO-2 = CONN. EX. 30" STO. TO PROP. 30" STO. @ 744.5t NO. STATION BENCH MARKS - US S A D 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, &WATER MAIN 1 33+80 HYDRANT TAGBOLT BAY SHORE & BROAD 752.70 DESIGN DATE JULY 2024 ISSUED FOR CONSTRUCTION 01/14/2025 BROAD STREET DESIGN ENGINEER CIVIC DESIGN ENGINEER MI.- FROM FOX RIVER TO BROAD ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: B. 20 40 CITY CONTRACT 25-04 SHEET 13 OF 18 BID NUMBER 1050 1010 1011 1020 1021 1051 1100 1110 1120 1200 1220 1301 1303 1313 1334 BID ITEM MOBILIZATION CLEARING CLEARING GRUBBING GRUBBING Business Access Plan and Signage REMOVING PAVEMENT REMOVING CURB & GUTTER REMOVING CONC/ASPH SW &DWY EXCAVATION EXCAVATION SPECIAL (PAVING) 7" CONCRETE PAVEMENT W/ 5" CABC 7" CONCRETE PAVEMENT HES W/ 5" CABC 8" CONCRETE PAVEMENT HES W/ 6" CABC CONCRETE PAVEMENT GAPS UNITS LS STA INCH DIA STA INCH DIA EACH SO YD LF SO FT CU YD TON SQ YD SQ YD SO YD EACH STREET NAME BAY SHORE DRIVE 0.4 0.0 39.0 0.0 39.0 6.0 280.0 2,200.0 9,939.6 2,328.4 668.3 3,947.2 615.4 40.0 6.0 BAY STREET 0.4 0.0 12.0 0.0 0.0 2.0 0.0 0.0 660.4 371.6 106.7 552.8 234.6 0.0 2.0 BROAD STREET 0.2 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONTRACT TOTAL 1.0 1.0 51.0 1.0 39.0 8.0 280.0 2,200.0 10,600.0 2,700.0 775.0 4,500.0 850.0 40.0 8.0 BID NUMBER 1340 1350 1352 1354 1360 1370 1372 1380 1390 1410 1460 1500 1510 1514 1530 COLD WEATHER UP -CHARGE 6" CONCRETE 6" CONCRETE CRUSHED DRILLED DRILLED ADJUST TURF RESTORE COVERING FOR LATE 12" RADIUS SIDEWALK 4" CONCRETE SW/DWY/ SW/DWY/ 6" CONCRETE BID ITEM AGGREGATE PAVEMENT TIES DOWEL BARS 1" DOWEL BARS MANHOLES RESTORATION GRAVEL DWY (GONG SEASON COLD CURB WITH 6" CURB SIDEWALK RAMP WITH 3" RAMP (HES) STEP BASE COURSE 1.25" AND INLETS PAV'T)-SINGLE WEATHER CABC WITH 3" CABC CABC WITH 3" CABC VISQUINE CONC PAV'T UNITS TONS EACH EACH EACH EACH SO YD SO YD SO YD CU YD LF LF SO FT SO FT SO FT SO FT STREET NAME BAY SHORE DRIVE 1,121.1 14.0 30.0 23.0 24.8 2,287.5 74.4 452.5 87.9 229.2 60.0 9,132.3 6,310.6 350.0 72.0 BAY STREET 178.9 0.0 0.0 0.0 5.2 622.5 18.9 77.5 15.1 160.8 0.0 1,467.7 389.4 0.0 8.0 BROAD STREET 0.0 0.0 0.0 0.0 2.0 0.0 386.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CONTRACT TOTAL 1,300.0 14.0 30.0 23.0 32.0 2,910.0 480.0 530.0 1 103.0 390.0 60.0 10,600.0 6,700.0 350.0 80.0 BID NUMBER 1540 1550 1560 1580 1582 1590 1600 1650 1652 1700 1710 1900 1916 1917 1918 BID ITEM CURB RAMP DETECTABLE WARNING FIELD NO.4 REINFORCING RODS, EPDXY COATED DRILLED NO.4 SIDEWALK TIE BARS, EPDXY COATED COLD WEATHER COVERING (SIDEWALK) -SIN GLE VISQUINE COLD WEATHER COVERING (SIDEWALK) -DO UBLE VISQUINE UP -CHARGE FOR LATE SEASON COLD WEATHER SIDEWALK FURNISH AND INSTALL TREE LOCATE EXISTING PROPERTY MONUMENT REPLACE EXISTING PROPERTY MONUMENT SAWING EXISTING PAVEMENT SAWING CONCRETE PAVEMENT FULL DEPTH TACK COAT 4" ASPHALTIC SURFACE LT WITH 6" CABC 2" ASPHALTIC SURFACE LT WITH 6" CABC ASPHALTIC COLD WEATHER PAVING UP -CHARGE UNITS SO FT LF EACH SO FT SO FT CU YD EACH EACH EACH LF LF GAL SOYD SO YD SO YD STREET NAME BAY SHORE DRIVE 100.0 672.0 45.0 1,565.9 1,565.9 23.5 2.0 11.9 11.9 243.6 110.0 7.8 78.2 25.0 10.6 BAY STREET 0.0 128.0 0.0 184.1 184.1 2.5 2.0 1.1 1.1 96.4 0.0 3.2 17.8 25.0 4.4 BROAD STREET 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 1 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 CONTRACT TOTAL 100.0 800.0 45.0 1,750.0 1,750.0 26.0 4.0 13.0 13.0 340.0 110.0 11.0 96.0 50.0 15.0 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 01/14/2025 CITY CONTRACT 25-04 PAVING QUANTITIES SHEET 14 OF 18 BID ITEM 2003-12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAY SHORE DR 1-1 1-3 6.0 BAY SHORE DR 1-2 1-4 6.0 BAY SHORE DR 1-3 S-21 24.0 BAY SHORE DR 1-4 S-21 8.0 BAY SHORE DR 1-5 S-22 25.5 BAY SHORE DR 1-6 5-22 6.5 BAY SHORE DR 1-7 S-24 8.0 BAY SHORE DR 1-8 5-24 24.0 BAYSHOREDR 1-9 1-7 6.0 BAY SHORE DR 1-10 1-8 6.0 BROAD ST 1-11 5-29 19.9 BAY ST 1-12 S-33 32.0 UNDISTRIBUTED 18.1 BID ITEM 2003 TOTAL 190.0 BID ITEM 2009-18" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAY SHORE DR S-20 S-21 363.5 BAYSHOREDR S-21 S-23 47.5 BAYSHOREDR S-23 5-24 58.9 BAYSHOREDR S-24 S-25 405.0 UNDISTRIBUTED 25.0 BID ITEM 2009 TOTAL 900.0 BID ITEM 2021-30" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH BROAD ST S-30 S-29 5.9 BROAD ST S-30 CO-2 4.6 UNDISTRIBUTED 4.5 BID ITEM 2021 TOTAL 15.0 BID ITEM 2027.42" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH BROAD ST S-26 OUTFALL 59.9 BROAD ST 5-27 S-26 44.4 BROAD ST S-28 5-27 137.1 BROAD ST S-29 S-28 62.9 UNDISTRIBUTED 20.7 BID ITEM 2027 TOTAL 325.0 BID ITEM 2049-24"x38" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAY SHORE DR 5-22 S-23 23.1 BAY SHORE DR 5-22 CO-6 5.0 UNDISTRIBUTED 6.9 BID ITEM 2049 TOTAL 35.0 BID ITEM 2053-34"x53" STORM SEWERSTART STREET STRUCTURE END STRUCTURE LENGTH BAYST 5-31 OUTFALL 61.1 BAYST S-32 S-31 102.0 BAYST S-33 5-32 39.7 BAYST S-23 5-33 52.5 UNDISTRIBUTED 19.7 BID ITEM 2053 TOTAL 275.0 BID ITEM 2508 BID ITEM 2510 BIDITEM 2512 BIDITEM 2516 BIDITEM 2518 BIDITEM 2524 BIDITEM 2526 BIDITEM 2650 TYPE "D" MODIFIED SEDIMENT REMOVAL TRACKING STONE 12-INCH DIA DEWATERING TURBIDITY HEAVY INLET PROTECTION TYPE "D" MODIFIED PAD BAGS SEDIMENT LOGS TANK BARRIER RIP -RAP STREET FROM TO SHEET EACH EACH EACH EACH L.F. EACH EACH S.Y. BAY SHORE DR BROAD ST. 16+00 9 3 3 6 BAY SHORE DR 16+00 20+00 10 16 16 14 BAY SHORE DR 20+00 MILLST. 11 8 8 6 BAY ST FOX RIVER BAY SHORE DR. 12 3 3 6 90 49.1 BROAD ST FOX RIVER BAYSHOREDR. 13 2 2 2 30 15.1 UNDISTRIBUTED 8 8 2 6 30 4 3 15.8 CONTRACT TOTALS 40.0 40.0 2.0 40.0 150.0 4.0 3.0 80.0 BID ITEM 2800 BID ITEM 2802 BID ITEM 2804 BID ITEM 2806 ABANDON 8" -12" ABDON 15" & LARGER REMOVE 30" & SMALLER REMOVE 33"-60" STORM SEWER STORM SEWER STORM SEWER STORM SEWER STREET FROM STA. TO STA. OFFSET L.F. L.F. L.F. L.F. BAY SHORE DR 17+16 17+34 LT 29.5 BAY SHORE DR 17+33 17+61 RT 28.7 BAYSHOREDR 17+34 17+61 LT 27.6 BAY SHORE DR 17+61 17+67 LT 11.1 BAY SHORE DR 17+61 17+72 RT 12.6 BAYSHOREDR 17+61 17+85 RT 34.2 BAYSHOREDR 22+64 22+71 LT 10.1 BROAD ST 31+34 31+90 LT 46.5 10.0 BROADST 31+90 32+29 LT 59.8 BROAD ST 34+05 34+21 RT 22.1 BAYST 51+24 51+71 RT 46.3 BAYST 51+71 53+75 RT 204.2 UNDISTRIBUTED 2.9 14.6 21.2 13.7 CONTRACTTOTAL 25.0 325.0 175.0 70.0 BID ITEM 2850 BID ITEM 2852 BID ITEM 2856 BID ITEM 2858 CONNECTTO CONNECTTO CONNECTTO CONNECTTO EX. STORM SEWER EX. STORM LATERAL EX. STORM MANHOLE EX. INLET STREET NUMBER STA. OFFSET EACH EACH EACH EACH BROAD ST CO-2 34+56 LT 1 BAYST CO-6 54+45 RT 1 UNDISTRIBUTED 1 30 1 1 CONTRACTTOTALS 3 10 1 1 BID ITEM 2950 EXCAVATION SPECIAL (STORM) STREET NUMBER STA. OFFSET TONS UNDISTRIBUTED 250 CONTRACTTOTALS 250 BID ITEM 2914 STORM SEWER U.L.O. STREET STA. OFFSET EACH UNDISTRIBUTED 5 CONTRACT TOTALS 5 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER PLAN REVISIONS BID ITEM 2201 BID ITEM 2202 BID ITEM 2203 BID ITEM 2205 BID ITEM 2215 BID ITEM 2217 STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM INLET STORM INLET (4' DIA) (5' DIA) (6' DIA) (8� DIA) MANHOLE IV DIA) MANHOLE (8' DIA) STREET NUMBER V.F. V.F. V.F. V.F. V.F. V.F. BAY SHORE DR S-20 4.21 BAY SHORE DR S-21 3.63 BAY SHORE DR 5-22 4.20 BAY SHORE DR S-23 4.48 BAY SHORE DR 5-24 3.15 BAY SHORE DR S-25 3.68 BROAD ST S-26 6.45 BROAD ST S-27 6.50 BROAD ST S-28 7.51 BROAD ST 5-29 8.12 BROAD ST S-30 6.24 BAYST 5-31 5.15 BAYST S-32 5.08 BAYST S-33 5.26 UNDISTRIBUTED 0.08 0.06 0.09 0.12 0.13 0.16 CONTRACT TOTALS 14.75 6.30 24.75 9.75 8.25 10.50 BID ITEM 2810 BID ITEM 2812 ABANDONSTORM REMOVESTORM MH'S & INLETS MH'S & INLETS STREET MHH STA. OFFSET EACH EACH BAY SHORE DR 08-916 17+16 LT 1 BAY SHORE DR U-47717 17+33 RT 1 BAY SHORE DR U-47718 17+71 RT 1 BAY SHORE DR 08-913 18+18 LT 1 BROAD ST 08-347 31+92 LT 1 BROAD ST 1-403 34+21 RT 1 BAYST 08-284 51+71 RT 1 UNDISTRIBUTED 2 2 CONTRACTTOTALS 3 8 BID ITEM 2148 BID ITEM 2158 BID ITEM 2190 42" RCP CL III 34"x53" RCP CL III SUPPLY OUTFALL APRON ENDWALL APRON ENDWALL STEEL PLATE STREET STA. EACH EACH EACH BAYST 31+15 1 1 BROADST 1 51+25 1 1 UNDISTRIBUTED 0 0 0 CONTRACT TOTALS 1 1 2 BID ITEM 1225 BID ITEM 1226 SEDIMENT STORAGE DREDGEAND AREA DISPOSE MATERIAL STREET LUMP SUM C.Y. BROAD ST 150 BAYST 150 UNDISTRIBUTED 2 50 CONTRACT TOTALS 2 350 DESCRIPTION DATE I BY BID ITEM 2235 BID ITEM 2237 TYPEIINLET TYPE III INLET W/ 18" SUMP W/ 18" SUMP (NEENAH (NEENAH R-1700A FRAME R-3067 FRAME TYPE A GRATE) TYPE R GRATE) STREET NUMBER EACH EACH BAYSHOREDR 1-1 1 BAY SHORE DR 1-2 1 BAYSHOREDR 1-3 1 BAY SHORE DR 1-4 1 BAY SHORE DR 1-5 1 BAYSHOREDR 1-6 1 BAY SHORE DR 1-7 1 BAY SHORE DR 1-8 1 BAYSHOREDR 1-9 1 BAY SHORE DR 1-10 1 BROAD ST 1-11 1 BAY 5T 1-12 1 UNDISTRIBUTED 1 2 CONTRACTTOTALS 1 14 BID ITEM 2952 BENTONITE SLURRY DAM (STORM) STREET STA. OFFSET EACH BAY SHORE DR 17+25 LT 1 BAY SHORE DR 21+30 LT 1 BAYST 51+75 RT 1 BROAD ST 31+55 1 RT 1 BROAD ST 34+30 IT 1 STORM LATERAL TRENCHES 16 UNDISTRIBUTED 4 CONTRACTTOTALS 25 STORM SEWER QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 25-04 SHEET 15 OF 18 S Y CITY OF OSHKOSH, WISCONSIN BID ITEM 3000 - 8" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAYSHORE DRIVE CO-8 S-3 182.8 BAYSHORE DRIVE S-2 S-1 334.7 BAYSHORE DRIVE S-2 S-4 168.1 BAYSHORE DRIVE S-3 S-2 341.4 BAYSHORE DRIVE S-6 CO-4 6.1 UNDISTRIBUTED 6.9 BID ITEM 3000 TOTALS 1040.0 BID ITEM 3004 -12" SANITARY SEWER STREET STARTUCTURE STR END STRUCTURE LENGTH BAYSHORE DRIVE I S-5 CO-3 4.5 UNDISTRIBUTED 0.5 BID ITEM 3004 TOTALS 5.0 BID ITEM 3700 CLOSED CIRCUIT TELEVISING LINEAR FOOT 1045.0 BID ITEM 3710 PUSH CAM TELEVISING E.A. 4.0 BID ITEM 3410 OPEN CUT 18" CASING PIPE STREET STA STA. OFFSET L.F. BAYSHORE DRIVE 17+55.90 17+687.90 C/L 12.0 BAYSHORE DRIVE 12.0 UNDISTRIBUTED 0.0 CONTRACT TOTALS 12.0 BID ITEM 3300 BID ITEM 3304 BID ITEM 3330 CONNECTTO CONNECTTO CONCRETE EXIST. 8" MAIN EXIST.12" MAIN COLLAR STREET NUMBER STA. OFFSET EACH EACH EACH CO-3 17+35.20 15.1 LT 1.0 CO-4 17+65.3 15.0 LT 1.0 CO-8 1 22+75.90 C/L 1.0 BAYSHORE DRIVE TOTAL 2.0 1.0 0.0 UNDISTRIBUTED TOTAL 0.0 0.0 2.0 CONTRACT TOTAL 2.0 1.0 2.0 BID ITEM 3800 BID ITEM 3802 BID ITEM 3806 ABANDON ABANDON 8" ABANDON 12" SANITARY MH'S SANITARY SANITARY SEWER SEWER STREET STA. MH OFFSET EACH L.F. L.F. BAYSHORE 14+20.0 08-76 20.6 LT 1.0 DRIVE BAYSTREET 52+31.0 08-313 15.3LT 1.0 BAYSHORE 19+85 08-82 21.2 LT 1.0 DRIVE BAYSHORE 22+08 08+84 21.5 LT 1.0 DRIVE STREET STA. STA. OFFSET BAYSHORE 14+23.0 17+14.0 15.5 LT 291.0 DRIVE BAYSHORE 14+13.0 14+23.0 15.5 LT 10.0 DRIVE BAYSHORE 17+88.0 19+85.0 21.5 LT 197.0 DRIVE BAYSHORE 19+85.0 22+08.0 21.5 LT 223.0 DRIVE BAYSHORE DRIVE TOTALS 4.0 301.0 420.0 STREET STA. STA. OFFSET BAY STREET 52+31.0 53+64.0 15.6 LT 133.0 133.0 BAY STREETOTALS UNDISTRIBUTED TOTAL 0.0 0.0 0.0 CONTRACTTOTAL 4.0 301.0 420.0 BID ITEM 3600 ROCK EXCAVATION STREET I STA. I STA. CUBICYARD UNDISTRIBUTED 50.0 CONTRACT TOTALS 50.0 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 3894 BENTONITE SLURRY DAM EACH UNDISTRIBUTED 20.0 CONTRACT TOTAL 20.0 BID ITEM 3890 U.L.O. E.A. 2.0 BID ITEM 3892 EXCAVATION SPECIAL SANITARY TON UNDISTRIBUTED 110 CONTRACTTOTAL 110.0 BID ITEM 3854 REMOVAL OF SANITARY SEWER STREET STA STA OFFSET LF BAYSHORE DRIVE 17+14 17+35.8 22.0 LT 21.8 BAYSHORE DRIVE 17+35.8 17+35.8 VARIOUS 31.0 BAYSHORE DRIVE 17+66.20 17+66.20 VARIOUS 30.0 BAYSHORE DRIVE 17+35.8 17+35.8 VARIOUS 59.6 BAYSHORE DRIVE 17+66.20 17+66.20 VARIOUS 54.0 BAYSHORE DRIVE 17+66.20 17+88.0 1 22.0 LT 22.0 BAYSHORE DRIVE TOTAL 218.4 UNDISTRIBUTED TOTAL 1.6 CONTRACT TOTAL 220.0 BIDITEM 3852 REMOVAL OF SANITARY MH STREET MH STA OFFSET EA BAYSHORE DRIVE 08-77 17+35.8 22.0 LT 1.0 BAYSHORE DRIVE 08-239 17+66.0 21.1 LT 1.0 BAYSHORE DRIVE TOTAL 2.0 UNDISTRIBUTED TOTAL CONTRACT TOTAL 2.0 BID ITEM 3100 BID ITEM 3114 BID ITEM 3116 (4'DIA) CHIMNEYSEAL CHIMNEY SEAL EXTENSION SANITARY MANHOLE EXTERNAL MANHOLE EXTERNAL MANHOLE STREET NUMBER V.F. EACH EACH BAYSHORE DRIVE S-1 6.01 1.00 S-2 6.35 1.00 S-3 8.45 1.00 BAYSHORE DRIVE TOTAL 20.81 3.00 0.00 S-4 5.18 1.00 S-5 3.29 1.00 S-6 3.31 1.00 BAYSTREETTOTAL 11.78 3.00 0.00 UNDISTRIBUTED TOTALS 0.41 0.00 2.00 CONTRACTTOTALS 33.00 6.00 2.00 PLAN REVISIONS DESCRIPTION I DATE BY SANITARY SEWER QUANTITIES ISSUED FOR CONSTRUCTION 01/14/2025 SCALE IN FEET: j CITY CONTRACT 25-04 SHEET 16 OF 18 t BID ITEM 4000- FURNISH & INSTALL 4" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH BAY SHORE DRIVE TA V-16 21+93.5 21+93.5 1.7 BAY SHORE DRIVE V-16 CO-7 21+93.5 21+93.5 15.0 UNDISTRIBUTED 3.3 BID ITEM 4000 TOTAL 20.0 BID ITEM 4002- FURNISH & INSTALL 6" WATER MAIN RELAY STREET START FITTING END FITTING STARTSTATION ENDSTATION LENGTH BAY SHORE DRIVE T-1 V-1 12+30.3 12+30.3 1.9 BAY SHORE DRIVE V-1 H-1 12+30.3 12+30.3 10.6 BAY STREET R-1 B-8 17+45.7 17+45.7 3.1 BAY STREET B-8 B-7 17+45.7 17+43.3 3.4 BAY STREET B-7 H-2 17+43.3 17+32.3 11.1 BAY SHORE DRIVE T-2 V-10 17+90.0 17+90.0 2.1 BAY SHORE DRIVE V-10 H-3 17+90.0 17+90.0 12.9 BAY SHORE DRIVE I T-3 V-13 20+33.7 20+33.7 2.8 BAY SHORE DRIVE V-13 H-0 20+33.7 20+33.6 13.2 UNDISTRIBUTED 3.9 BID ITEM 4002 TOTAL 65.0 BID ITEM 4004- FURNISH & INSTALL 8" WATER MAIN RELAY STREET START FITTING END FITTING STARTSTATION ENDSTATION LENGTH BROAD STREET CO-1 B-12 11+89.2 11+89.2 2.0 BROAD STREET B-11 B-12 11+89.2 11+89.1 2.5 BROAD STREET B-1 B-11 11+89.2 11+89.2 3.0 BROAD STREET B-1 B-2 11+89.2 12+04.5 17.5 BROAD STREET B-2 V-9 12+04.5 12+04.5 38.0 BROAD STREET B-3 V-9 12+04.5 12+04.5 2.1 BAY SHORE DRIVE BA B-3 12+21.7 12+04.5 25.4 BAY SHORE DRIVE BA V-8 12+21.7 12+27.5 5.9 BAY SHORE DRIVE V-8 T-1 12+27.5 12+30.3 2.7 BAY SHORE DRIVE T-1 V-7 12+30.3 12+33.4 3.1 BAY SHORE DRIVE V-7 D-5 12+33.4 17+19.3 485.9 BAY SHORE DRIVE D-5 V-2 17+19.3 17+41.0 21.6 BAY SHORE DRIVE V-2 C-1 17+41.0 17+43.7 1 2.7 BAY SHORE DRIVE C-1 V-6 17+43.7 17+46.5 2.8 BAY SHORE DRIVE C-1 V-3 17+43.7 17+43.7 2.3 BAY STREET V-3 D-0 17+43.7 17+44.1 27.8 BAY STREET DA V-5 17+44.1 17+45.7 107.9 BAY STREET V-5 R-1 17+45.7 17+45.7 2.9 BAY SHORE DRIVE C-1 VA 17+43.7 17+43.6 1.9 BAY SHORE DRIVE VA B-9 17+43.6 17+43.0 47.3 BAY SHORE DRIVE B-9 B-10 17+43.0 17+49.5 9.3 BAY SHORE DRIVE B-10 CO-5 17+49.5 17+49.5 3.1 BAY SHORE DRIVE V-6 D-1 17+46.5 17+56.1 9.6 BAY SHORE DRIVE D-1 D-6 17+56.1 17+70.0 13.9 BAY SHORE DRIVE D-6 V-12 17+70.0 17+87.6 17.6 BAY SHORE DRIVE V-12 T-2 17+87.6 17+90.0 2.4 BAY SHORE DRIVE T-2 V-11 17+90.0 17+93.7 3.7 BAY SHORE DRIVE V-11 V-15 17+93.7 20+30.4 236.7 BAY SHORE DRIVE V-15 T-3 20+30.4 20+33.7 3.2 BAY SHORE DRIVE T-3 V-14 20+33.7 20+37.8 4.2 BAY SHORE DRIVE V-14 TA 20+37.8 21+93.5 155.6 BAY SHORE DRIVE TA D-3 21+93.5 22+48.5 55.0 BAY SHORE DRIVE D-3 CO-9 22+48.5 22+80.7 32.2 UNDISTRIBUTED 3.2 BID ITEM 4004 TOTAL 1355.0 BID ITEM 4056 BID ITEM 4060 CONNECT TO EX. CONNECT TO EX. 4" WATER MAIN B" WATER MAIN STREET NUMBER STA. OFFSET EACH EACH BROAD STREET CO-1 11+89.1 68.0 LT 1.0 BAY SHORE STREET CO-5 17+49.50 51.0 LT 1.0 BAY SHORE STREET CO-7 21+93.4 23.4 RT 1 BAY SHORE DRIVE 1.0 2.0 UNDISTRIBUTED TOTALS 0.0 0.0 CONTRACT TOTALS 1.0 2.0 - USGS NAVD 88 CITY OF OSHKOSH, WISCONSIN BID ITEM 4109 - FURNISH AND INSTALL 8" X 4" TEE NAME FITTING STATION STREET OFFSET EACH TA 8" X 4" TEE 21+93.5 BAY SHORE DRIVE 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4109 TOTAL 1.0 BID ITEM 4110 - FURNISH AND INSTALL 8" X 6" TEE NAME FITTING STATION STREET OFFSET EACH T-1 8" X 6" TEE 12+30.3 BAY SHORE DRIVE 8.0 RT 1.0 T-2 8" X 6" TEE 17+90.0 BAY SHORE DRIVE 8.0 RT 1.0 T-3 8" X 6" TEE 20+33.7 BAY SHORE DRIVE 8.0 RT 1.0 BID ITEM 4110 TOTAL 3.0 BID ITEM 4189 - FURNISH AND INSTALL 8" X 8" CROSS NAME FITTING STATION I STREET OFFSET EACH C-1 8" X 8" CROSS 17+43.7 1 BAY SHORE DRIVE 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4189 TOTAL 1.0 BID ITEM 4236 - FURNISH AND INSTALL 6" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-7 6" 45' BEND 17+43.3 BAY SHORE DRIVE 154A RT 1.0 B-8 6" 45° BEND 17+45.7 BAY SHORE DRIVE 152.0 RT 1.0 HYDRANT BENDS 8.0 BID ITEM 4236 TOTAL 10.0 BID ITEM 4237 - FURNISH AND INSTALL 8" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-1 8' 45" BEND 11+89.2 BAY SHORE DRIVE 59.5 LT 1.0 B-2 8" 45" BEND 12+04.5 BAY SHORE DRIVE 50.9 LT 1.0 B-11 8' 45' BEND 11+89.2 BAY SHORE DRIVE 62.5 LT 1.0 B-12 8" 45' BEND 11+89.1 BAY SHORE DRIVE 65.0 LT 1.0 B-3 8" 45" BEND 12+04.5 BAY SHORE DRIVE 10.7 LT 1.0 BA 8' 45" BEND 12+21.7 BAY SHORE DRIVE 8.0 RT 1.0 B-9 8" 45° BEND 17+43.0 BAY SHORE DRIVE 41.2 LT 1.0 B-10 8" 45' BEND 17+49.5 BAY SHORE DRIVE 47.9 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4237 TOTAL 8.0 BID ITEM 4264 - FURNISH AND INSTALL 8" X 6" REDUCER NAME FITTING STATION STREET OFFSET EACH R-1 1 8" X 6" REDUCER 17+45.7 1 BAY SHORE DRIVE 148.9 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4264 TOTAL 1.0 BID ITEM 4400 - FURNISH AND INSTALL 4" GATE VALVE NAME FITTING STATION I STREET OFFSET EACH V-16 4" VALVE 21+93.5 1 BAY SHORE DRIVE 9.7 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4400 TOTAL 1.0 BID ITEM 4401- FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-1 6" VALVE 12+30.3 BAY SHORE DRIVE 9.9 RT 1.0 V-10 6" VALVE 17+90.0 BAY SHORE DRIVE 10.1 RT 1.0 V-13 6" VALVE 20+33.7 BAY SHORE DRIVE 10.8 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4401 TOTAL 3.0 PLAN DESIGN INFORMATION DESIGN DATE SURVEYOR DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 4992 BENTONITE DAM STREET STA. E.A. UNDISTRIBUTED 20 BID ITEM 4992 TOTAL 20 BID ITEM 4402 - FURNISH AND INSTALL 8" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-9 8" VALVE 12+D4.5 BAY SHORE DRIVE 12.9 LT 1.0 V-8 8" VALVE 12+27.5 BAY SHORE DRIVE 8.0 RT 1.0 V-7 8" VALVE 12+33.4 BAY SHORE DRIVE 8.0 RT 1.0 V-2 8" VALVE 17+41.0 BAY SHORE DRIVE 8.0 RT 1.0 VA 8" VALVE 17+43.6 BAY SHORE DRIVE 6.1 RT 1.0 V-3 8" VALVE 17+43.7 BAY SHORE DRIVE 10.3 RT 1.0 V-6 8" VALVE 17+46.5 BAY SHORE DRIVE 8.0 RT 1.0 V-5 8" VALVE 17+45.7 BAY SHORE DRIVE 146.0 RT 1.0 V-12 8" VALVE 17+87.6 BAY SHORE DRIVE 8.0 RT 1.0 V-11 8" VALVE 17+93.7 BAY SHORE DRIVE 8.0 RT 1.0 V-14 8" VALVE 20+37.8 BAY SHORE DRIVE 8.0 RT 1.0 V-15 8" VALVE 20+30.4 BAY SHORE DRIVE 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4402 TOTAL 12.0 BID ITEM 4500 - FURNISH AND INSTALL HYDRANT NAME FITTING STATION STREET OFFSET EACH H-1 HYDRANT 12+30.3 BAY SHORE DRIVE 20.5 RT 1.0 H-2 HYDRANT 17+32.3 BAY SHORE DRIVE 154.7 RT 1.0 H-3 HYDRANT 17+90.0 BAY SHORE DRIVE 23.0 RT 1.0 HA HYDRANT 20+33.6 BAY SHORE DRIVE 24.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4500 TOTAL 4.0 BID ITEM 4726 - FURNISH AND INSTALL OPEN CUT 18" CASING PIPE STREET STARTSTA. END STA. OFFSET LENGTH BAY SHORE DRIVE 17+57.1 17+69.21 8.0 RT 12.0 UNDISTRIBUTED 0.0 BID ITEM 4726 TOTAL 12.0 BID ITEM 4352 BID ITEM 4354 6" CUT & CAP 8" CUT & CAP STREET STA. OFFSET EACH EACH UNDISTRIBUTED 2.0 2.0 CONTRACT TOTAL 2.0 2.0 BID ITEM 4990 EXCAVATION SPECIAL WATER TONS UNDISTRIBUTED TOTAL 100 CONTRACT TOTAL 300 BID ITEM 4800 ROCK EXCAVATION STREET STA. STA. C.Y. UNDISTRIBUTED 20.0 CONTRACTTOTAL 20.0 BID ITEM 4920 REMOVAL OF STREET STA. STA. OFFSET WATER MAIN BAY SHORE DRIVE 34+15.4 34+15.4 VARIOUS 30.0 BAY SHORE DRIVE 11+90 12+26.0 15.1 LT 36.0 BAY SHORE DRIVE 12+26.0 12+26.0 VARIOUS 34.0 BAY SHORE DRIVE 17+07.5 17+87.5 12.4 LT 80.0 BAY SHORE DRIVE 54+47 54+47 VARIOUS 34.0 BAY SHORE DRIVE 53+92.0 53+92.0 VARIOUS 48.0 UNDISTRIBUTED 3.0 CONTRACT TOTAL 265.0 PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION SCALE IN FEET: o zD 40 DATE BY WATER MAIN QUANTITIES 01/14/2025 CITY CONTRACT 25-04 SHEET 17 OF 18 STORM LATERALS SANITARY LATERALS WATER LATERAL BID ITEM 2400 BID ITEM 2402 BID ITEM 2404 BID ITEM 2406 BID ITEM 2408 BID ITEM 2414 BID ITEM 3210 BID ITEM 3232 BID ITEM 3234 BID ITEM 3235 BID ITEM 3236 BID ITEM 3238 BID ITEM 3404 BID ITEM 4036 BID ITEM 4038 BID ITEM 4042 BID ITEM 4048 BID ITEM 4052 BID ITEM 4055 BID ITEM 4712 6-INCH 8-INCH STORM SEWER STORM SEWER STORM LATERAL LATERAL INLET F&I 8"x6" 6" LATERAL 4"/6" LATERAL 4"/6" RISER MARKER CLAY 10" CASING 1" WATER 1.5" WATER 1" NEW 1" CORP & 1.5 CORP & WATER SERVICE 2" CASING HOUSE STORM LATERAL STORM LATERAL MARKER BALLS CLAY DAMS INLET ADJUSTMENT WYE OR TEE (NEW) (RELAY) (RELAY) BALLS DAMS PIPE SERVICE RELAY SERVICE RELAY WATER SERVICE STOP BOX STOP BOX CLAY DAMS PIPE NUMBER STREET L.F. L.F. EACH EACH EACH EACH EACH L.F. L.F. L.F. EACH EACH L.F. L.F. L.F. L.F. EACH EACH EACH L.F. 36 BROAD 27 2 1 43 1 1 530 BAYSHORE 58 29 6 3 1 35 2 1 43 1 1 536 BAYSHORE 1 35 2 1 43 1 1 1 545 BAYSHORE 48 2 1 1 1 1 35 2 1 27 1 1 601 BAYSHORE 38 2 1 1 35 2 1 10 43 1 1 10 608 BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 612 BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 616 BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 617 BAYSHORE 43 2 1 1 35 2 1 27 1 1 624 BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 627 BAY5HORE 0 2 1 1 1 1 35 2 1 628 BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 632/632A BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 638 BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 640/640A BAYSHORE 27 2 1 1 1 1 35 2 1 43 1 1 7 BAY 48 2 1 1 35 2 1 27 1 1 BAY SHORE DR. TOTAL 349 158 34 17 30 10 15 35 490 0 30 15 10 484 43 70 14 1 35 30 UNDISTRIBUTED 51 17 1 6 3 2 2 1 0 35 20 0 0 0 16 2 5 0 0 0 0 CONTRACTTOTAL 400 175 1 40 20 12 12 16 35 525 20 30 15 10 Soo 45 75 14 1 I 15 10 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: 0 20 ao DATE BY 01114/2025 CITY CONTRACT 25-04 LATERAL QUANTITIES SHEET 18 OF18