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Home My WebLink About23-25 Koeller St Concrete Pavingcity fA: Oshkosh Addendum No.1 City Contract 23-25 KOELLER STREET CONCRETE PAVING TO ALL CONTRACTORS: You are directed to make the following changes to City Contract 23-25: Please note the Plans and the Proposal have been revised to reflect correct Bid Items and quantities. The major change to the Project is as follows: • West Murdock Avenue patchwork has been added to the Project. The following change has been made to the Official Notice to Contractors: REPLACE the 15t sentence in the 1st paragraph of the Official Notice to Contractors with the following sentence: NOTICE IS HEREBY GIVEN that electronic bids will be received up to 11:00 a.m., Friday, September 1, 2023, 2023, through the online bidding service of QuestCDN.com, www.OuestCDN.com, for the construction of concrete paving, utilities, and appurtenant work. REPLACE the 23-25 Plan Set with the Revised 23-25 Plan Set, which is attached to this Addendum. REPLACE the Proposal with the Revised Proposal, which is attached to this Addendum. If you have any questions regarding this Addendum, please contact me at (920)236-5065 between the hours of 8:00 a.m. and 4:30 p.m. weekdays. Sincerely, Alyssa Dec ert, P.E. Civil Engineering Supervisor AAD/t1t Enclosures L: Engineering\2021 - 2030 Contracts\2023 CONTRACTS\23-25 S Koeller St Conc Page 1 of 1 Paving\Project_Information\Contract Info\ Addendum\ Addendum k1 \23-25 Addendum N1_8-21-23.docx City Hall, 215 Church Avenue P.O. Box 1 130 Oshkosh, WI 54903-1 130 http://www.Ci.oShkosh.wi.us 4 �1 701 EN CONTRACT 23-25 ATTACHMENT B Bidders for this Contract must be Pre -Qualified for at least the following Total Contract Amount: $750,000 Bidders for this Contract must also be Pre -Qualified for at least One of the Following Type(s) of Construction Denoted by a Z. Street, Utility, and Site Construction Roadway Grading Concrete Pavement Construction, including Grading Bituminous Paving Bituminous Street Construction, including Concrete Curb & Gutter and Roadway Grading & Graveling Mudjacking Joint Sealing Sidewalk Construction Sanitary & Storm Sewer Construction Site Grading Street Lighting Reinforced Concrete Construction, i.e. Foundations, Storm Drainage Structures, Retaining Walls Landscaping Bridge Painting Water Main Construction Boring or Tunneling General Building Construction Building Construction, Renovation, or Remodeling Specific Categories of Building Construction Building Demolition Elevator Electrical Heating, Ventilating, & Air Conditioning Painting Plumbing Pump Houses & Lift Stations Roofing Riverwalk Construction Miscellaneous Page 10 of 12 (Revised) CONTRACT 23-25 PROPOSAL The undersigned will begin work as specified after award of the Contract and complete as specified. I hereby certify that all statements are made in behalf of (Name of Corporation, Partnership, or Person Submitting Bid) a corporation organized and existing under the laws of the State of a Partnership consisting of an individual trading as the City of ; State of or ; of That I have examined and carefully prepared this Proposal from the Plans and Specifications and have checked the same in detail before submitting this Proposal; that I have full authority to make such statements and submit this Proposal in (its) (their) behalf; and that said statements are true and correct. Subscribed and sworn to before me this Notary Public, or other authorized to administer Signature (Title, if any) day of 20 (Bidder should not add any conditions or qualifying statements to this Proposal as otherwise the Proposal may be declared irregular as not being responsive to the Advertisement.) Accompanying this Proposal is a Bid Bond uz the amount of % of the total amount of the Bid, as called for in the Official Notice to Contractors. Page 12 of 12 (Revised) LAKE BUTTE DES MORTS CITY CONTRACT 23-25 SOUTH KOELLER STREET CONCRETE AND UTILITY CONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 S. KOELLER ST: W. SOUTH PARK AVE. TO STA. 6+00.00 6 S. KOELLER ST: STA. 6+00.00 TO STA. 10+00.00 7 S. KOELLER ST: STA. 10+00.00 TO W. 20TH AVE. 8 W. 20TH AVE.: CONCRETE PATCHWORK 9 W. MURDOCK AVE.: CONCRETE PATCHWORK STRIPING 10 S. KOELLER ST: W. SOUTH PARK AVE. TO STA. 10+00.00 11 S. KOELLER ST: STA. 10+00.00 TO W. 20TH AVE. & W. 20TH AVE.: CONCRETE PATCHWORK 12 W. MURDOCK AVE.: CONCRETE PATCHWORK UTILITIES 13 S. KOELLER ST: STA. 12+00 TO W. 20TH AVENUE QUANTITIES 14 A-B PAVING QUANTITIES 15 STORM AND SANITARY QUANTITIES ISSUED FOR BID: 08/0112023 ADDENDUM #1: 08/18/2023 AV w J J uj 9 V� DESIGNATED HAUL ROUTES CITY CONTRACT 23-25 OSHKOSH, WISCONSIN . ... STREETS TO BE PAVED/UTILITY WORK DESIGNATED TRUCK ROUTES O PROJECT AREA TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE EXISTING SIDEWALK "E" RIGHT OF WAY EXISTING SIDEWALK PAVEMENT SUMMARY - CONTRACT 23-25 VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES PAVEMENT NOTES CIL "BB" "B" "e" "BB„ 1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE 1.0-2.0% J —+- I 6 CONSTRUCTION OR HINGE JOINT AT C/L WITH Y2" X 30" DEFORMED BARS 6 1.0-2.0°/ .. - MAYBE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL 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 EXISTING TURF " • =- ; 2.0' •. ,: .<;::..:..;.;..i.:: s, e4.•5 ti:. a5:. •;S .S': .' 'S'.. • ,..;-,:.,.`:_;- _..,,__";.:• ;::n« .,;.-,,..y: -:: -.:: r::ri.. ,.s,,.,...": SAWED LONGITUDINAL JOINT , .�5.5 �; ..t� ..i ;55: `.:,•'. - > •' •� 2.0' EXISTING TURF STREET CONSTRUCTION IF CONFLICTS EXIST. 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR TURF RESTORATION WORK. 3. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. ::L 4. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) -6' (MIN.) SPACING FROM ADJACENT TRANSVERSE BACKFILL, , FERTILIZE, SEED & MULCH "C" CONCRETE PAVEMENT WITH INTEGRAL CURB "D" CRUSHED AGGREGATE BASE COURSE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR 8" PAVEMENT TRANSVERSE JOINTS SHALL BE SAWED AT 15' (MAX). 5. INLET CASTING TO BE WELLED Y4' BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. BENCHMARK INFORMATION 6. SIDEWALK THICKNESS THRU DRIVEWAYS SHALL BE 8 INCHES. - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADING/PAVING WORK 7. TURF RESTORATION LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). CONTRACT 23-25 BENCHMARKS LIST 06/22/2023 NUMBER STATION STREETALIGNMENT DESCRIPTION ELEVATION TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS 1 3+27.04 KOELLER ST CL ALIGNMENT HYDRANT TAG@ HARDEE'S LOT(2100 S. KOELLER ST) 806.03 2 5+71.20 KOELLER ST CL ALIGNMENT LIGHT POLE BASE @ HARDEE'S / EAST R.O.W. (2100 S. KOELLER ST) $02.65 3 8+63.52 KOELLER ST CL ALIGNMENT HYDRANT TAG @EATON'S FRESH PIZZA(2050 S. KOELLER ST) 801.46 4 13+12.02 KOELLER ST CL ALIGNMENT HYDRANT TAG @ SOUTHEAST CORNER OF S. KOELLER ST / W. 20TH AVE 799.57 AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT AREAS INDICATING GRAVEL LANDSCAPING TO BE REPLACED IN KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 ITEM #1370. DIGGERS HOTLINE 1-800-242-8511 AREAS INDICATING DISTURBED LANDSCAPE MATERIAL TO BE REPLACED IN KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID ITEM CITY OF OSHKOSH POLICE DEPT. OSHKOSH, WI 24-HOUR NON -EMERGENCY NUMBER 920-236-5700 #1370. CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 AREAS INDICATING TURF RESTORATION. FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 21H,URCHAVE. JAMES RABE-DIR. PUBUC WORKS PUBLIC WORKS DEPT. OSWI OSHKOOSHSH, Wl 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 920-232-5332 WATER DIVISION CITY OF OSHKOSH 805 WITZEI AVE. TRAVIS DERKS - LANDSCAPE 920-232-5314 PARKS DEPARTMENT OSHKOSH, WI OPERATIONS MANAGER 920.232-5313 FORESTRY DIVISION CHAD DALLMAN-ASST. DIR. PARKS CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. BRIAN GRIESBACH 920-232-5348 SIGN DIVISION OSHKOSH, WI MAINT. SUPERVISOR CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHKOSH,WI JIM COLLINS TRANSPORTATION DIRECTOR 920-232-5342 PAVEMENT SCHEDULE FOR CONTRACT 23-25 SPECTRUM 3520 DESTINATION DR. APPLETON, WI MARTY CALLEN 920-378-0369 NET C/L "A" "B"/"BB" "C" "D" "E„ WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN- SENIOR SERVICE LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SERVICE CORP. OSHKOSH, WI MANAGER g20.S17 2778 KOELLER ST. UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALK/DRIVEWAY APRON WORK, CONCRETE PAVING WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800450-7280 (STA. 1+55.98 TO STA. 11+28.61) 972.63' S2' 12' / 14' 8" 6" 80' WORK. SERVICE CORP. ELECTRIC EMERGENCY NUMBER "00-050.7240 WISCONSIN & 1890 E. ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. ISON, I MADISON, WI KOELLER ST. UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALK/DRIVEWAY APRON WORK, CONCRETE PAVING (STA. 11+28.61 TO STA. 12+49.29) 120.68' TAPER 12' / 14' 8" 6" TAPER WORK. TRANS CANADA 801 O'KEEFE ROAD DE PERE, WI MATT ERNST 920.33MS73 ANR PIPELINE COMPANY W3925 PIPELINE LN. EDEN, WI LARRY HUBER 920-477-2235 KOELLER ST. 38' (LEFT) UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALKIDRIVEWAY APRON WORK, CONCRETE PAVING (STA. 12+49.29 TO STA. 13+84.19 ) 134.90 26(RIGHT ) ' 12' / 14' 8" 6" 92' WORK. AT&TWISCONSIN 70 E. DIVISION ST. FOND DU LAC, WI CHARLES BARTELT ENGINEER 920.929-1013 WINDSTREAM 13935 BISHOPS DR. BROOKFIELD, W9 53005 JAMES KOSTUCH 262-792-7938 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-O FACILITIES 650 WITZEL AVE. CHUCKHERMES 92DA24-3466 MANAGEMENT OSHKOSH, W154903 7:00-3:30 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY NO T STATIONT DESCRIPTION ELEV. _ DESIGN DATE ISSUED FOR BID 08/01/2023 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-25 SHEET 03 OF 15 3 a vi n N 0 00 N 6 c L N a) GENERAL NOTES FOR CONTRACT 23-25 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 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 BESET OVERALL 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. O= ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS. EXACT LOCATION 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME jp = 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., UNLESS OTHERWISE NOTED. SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE 1 RELAY 1 WATER SERVICE TO FRONT OF WALK AND 5 TO 10 FROM STANDARD LIGHT DUTY 8 CONNECT TO EXISTING SERVICE (TYP.) 7 BACK OF WALK LOCKING OPEN GRATE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET (NYLOPLAST - 0899CGS)* CONSTRUCTION IF CONFLICTS EXIST. 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK O **"NO DUMPING DRAINS TO WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) 2 WATERWAY" GRATE MARKER** 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") TO BACK OF WALK DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O EXISTING GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN. SURFACE AS NEEDED FROM GRATE TO 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE PROVIDE MOWABLE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY 2 MARKER BALLS MIN. (TYP) FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. 5 STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. SEWER REVISIONS 6" PVC STORM SEWER LATERAL MAIN CITY OF OSHKOSH, WISCONSIN UTILITY SUMMARY - CONTRACT 23-25 * = OR APPROVED EQUAL BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY UTILITY SUMMARY N0. I STATION I DESCRIPTION I ELEV. DESIGN DATE ISSUED FOR BID 08/01/2023 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 23-25 SHEET 04 OF 15 S. KOELLER STREET SAWCUT SIDEWALK REQ'D (TYP.) SW TIE BARS 800.00 805.46 3+00 4+00 805.15 GB 801.15 GB 800.78-/ REQ'D. BID ITEM #1314A MAINLINE PAVING (TYP.). 805.40' TURF RESTORATION ASP @ STA. 1 +55.98 FULL DEPTH SAWCUT REMOVE & REPLACE EX. C&G. TAPER 3" HARDEE'S SAWCUT EQ PROP. 5"ASPHALT SURFACE PAVEMENT TIES REQ'D ol EXISTI NG WEST F.O.W. PROFILE PROPOSED WEST T.O.C. PROFILE WE- FLOWLINE PROFILE 806 PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 805 804 EMMISTIN F.O.W. PROFILE + PROPOSED EAST T.O.C. PROFILE 0910 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE CONCRETE P"ING NO. I STATION DESCRIPTION DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 -BY SOUTH KOELLER STREET SURVEYOR GS W. SOUTH PARK AVENUE TO STA. 6+00.00 DESIGN ENGINEER JD-JF-BM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-25 SHEET 05 OF 15 800 799 798 802 801 800 799 798 797 S. KOELLER STREET 204, MINESHAFT OSHKOSH ADJUST EX. INLET (TYP.) ---------- --- -- 799.64 _� 799.27 .798.9f .. < .. -800.00 _� 798.74 798.57 —� 798.40 —► 798.06-� IV M N M EX. :0IAlC. ='kV'T -6+00 r7+00 LL 1-8+00 800.42 800.05 LL 799.69 799.47 r9+00 10+00 -800.78 N GB 799.24 799.02 798.80 798.58 PROP. 8" CONC. PAV'T DOWELED W/ 6" C.A.B.C. N REQ'D. BID ITEM #1314A MAINLINE PAVING (TYP.). cn -800.26 799.90 -� 799.53 799.17 798.91 z � x < Y.798.66 L -► "� • • -� -_ 797.88 - 798.40 79 1 -- ----- TURF RESTORATION SAWCUT REQ'D (TYP.) - PROP. 8" CONC. I REQ'D (TYP EX. R.O.W. (TYP.) PROP. 8" H.E.S. SIDEWALK REQ'D (TYP.) ';,%; AS A5F APRON REQ'D (TYP.) ' REMOVE & REPLACE EX. C&G. TAPER 3REQ'D (SAWCUT TYPT DOWN TO 0" CURB HEIGHT AT B.O.W. (TYP.) i 2090 I 2070 I RESTORE WITH LIKE MATERIAL (TYP.). COSTS i SHALL BE INCLUDED WITH BID ITEM #1370. CAR-X TIRE & AUTO I LOS TRES AMIGOS I PAVEMENT TIES REQ'D i i 2050 FOR C&G TIE-INS (TYP.) PROP. 5"ASPHALTSURFACE EATON'S FRESH PIZZA MT W/ 6" C.A.B.C. REQ'D (TYP.) EXISTING WEST F.O.W. PROFILE PROPOSED WEST T.O.C. PROFILE --__.._..._._.-......._...._.-.__._.,..................._._. .._....__.-..._----._—..._.__ ........_--- --__._._._....................._----.__.___._......_-........... ---_._.-__- .......... __..... _............. _....... ¢ u -- - - LL PROPOSED WEST FLOWLINE PROFILE -- - - - - 0.341% 00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 104 o PROPOSED CENTERLINE PROFILE „S EXISTING CENTERLINE PROFILE .... ........... ._........ ..7 o - - �--- ---.-..........--- -- ._......-.__......_........__..... ----...._r... u.......--...-_................._..---- —._.-....._.._...__.........._._......_.. j - --.._. - - .....-._........_.__..__.... - .._..-- - ....-- - 6+00 801 800 799 798 797 ------------ -------'- -- ---- } ----- - 6+50 7+00 7+50 8+00 8+50 9+00 9+50 0 EXISTING EAST F.O.W. PROFILE n _ ... PROPOSED EAST T.O.C. PROFILE PROPOSED EAST FLOWLINE PROFILE 800 799 798 801 800 799 798 801 800 799 798 797 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY ICONCRETE PAVING NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 SOUTH KOELLER STREET SURVEYOR CS DESIGN ENGINEER JD - JF - BM STA. 6+00.00 TO STA. 10+00.00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-25 SHEET 06 OF 15 800 799 798 797 796 S. KOELLER STREET MINESHAFT OSHKOSH END CURB TAPER f @ STA.12+49.29 J! 2041 BEGIN CURB TAPER INTO �Il ` i! .`: EXISTING BUS SHELTER STRUCTURE TO BE Iii INTERSECTION @ STA.13+69.92 REMOVED AND RESET BY OTHERS, REMOVE BEGIN CURB TAPER @ STA. 11+2g 61 -•` & REPLACE EX. BUS STOP PLATFORM WITH - -"' -- LEVEL 8" H.E.S. CONC. PAVEMENT PAD. -- -16 _ e T T- 0 � i 7 3 ' I -I : , 1.25' DRILLED DOWEL l ` � 797 6 ----► BARS REQ'D (TYP.) 797.89 _� .. .. .79T72 797.63" 797.42 96.06 ® ..- __- -7 N END CONC. PAV'T Oi I EX. CC. PAV'T I- q +g LL "( I -10+00 LL /-11+00 +25.00 1-12+00 7-13+00 i +46.54 , 798.35 LL 798.13 798.02 797.84 14 00 -796.56 "Nn 797.48 797.26 797.55 GB VPC I 797.98798.31 LP VPT i i I N PROP. 8" CONC. PAV'T DOWELED W/ 6" C.A.B.C. 797 88 REQ'D. BID ITEM #1314A MAINLINE PAVING (TYP.) - - ,. ..-- ._797.63 -� _ ,797.37 .797.24 797.06 796.71 TYP•-� �- - - N , i o >,<,, . 796.49 < r. .. . <- .. ". 77_ _ .. < �. 797.50 FULL DEPTH SAWCUT „REQ S �.� SW TIE BARS REQ'D (TYP.) T ( j; .. _. - _- _ _ .-� ---.-. \� PROP. 8" H.E.S. CONC. ! '�- < BEGIN CURB TAPER INTO PROP. 8" H.E.S. APRON REQ'D (TYP.) I`I ! !`I EX. R.O.W. (TYPJ I „. ,.jam( INTERSECTION @ STA. 13+54.96 SIDEWALK REQ'D (TYP.) I I in\ TURF RESTORATION ! PROP. 5" ASPHALT SURFACE i REQ'D (TYP.) MT W/ 6" C.A.B.C. REQ'D (TYP.) ARBY'S ASSOCIATED BANK I I ;o , � PROPOSED WEST T.O.C. PROFILE + i VCL = 100.00 o m K = 50.00 PROPOSED WEST FLOWLINE PROFILE - - _- .......... ...a ... ! ... _..-_.-........._- ___'................._......._.....-_..._...._............................__.._.-_.._....... -........-...._..-....-'._._. ......... --- - .......... L U U.... '_" - LP 796.81 - - - ..... ------ ......_......_-_....-- - P 12+61.7 -_.. --__.. a ----I 9 _... ... F _._.._..- -U _ _ .......... t062°/ • • .. - - - --- _ a _ ---------._----------- -0.846% VPI EL 796.56 EXISTING WEST F.O.W. PROFILE 800 799 798 797 796 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 800 799 798 797 roc 799 798 797 796 o- VCL= 100.00 ' o0 i ---..------------- ! -----o - -- ------..-. ! K = 50.00 ! - � � _--------------------- - o o PROPOSED CENTERLINE PROFILE + o j O O 0. ,� 0 cd m u r + + ¢ u EXISTING CENTERLINE PROFILE F J v --..-._..----- ----N--u----------F W-------- ¢ m ----- ----- -- - - _ - _ _ _ i U a LP 12+46.54 F- j �- - - - _ _ _ _ .....-.._.-'. .. - - _.......-",pq ...._> �......_.......__-..-_._.._. LP 797.26 _....--------.._..__.._..----.._._..._..._'._'T.----------._.__.._._______. i = _ . 20%--`......__.. _ _ - - _VPI STA 12+50.00-- _? ...._...._.......___-------__.D-858%- .._...-...--_..._..._._.....__.. _._._....... .__.._..__._...._...___. _ _ VPI EL 797.01 00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14 PROPOSED EAST T.O.C. PROFILE r VCL = 100.00 o N ,- + ry K = 50.00 PROPOSED EAST FLOWLINE PROFILE rn o n m N w n !� r ` ........._N u aLP 66 ra _ _ •0 716/q _.._.... _...... �..... - -VPI STA 12+32.61 VPI EL 796.24 i i E EXISTING EAST F.O.W. PROFILE 800 799 798 797 roc 800 799 798 797 796 N 0 a m z c m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION ELEV. "-" ATE DESIGN JUL023 ISSUED FOR BID 08/01/2023 SOUTH KOELLER STREET SURVEYOR CS CS DESIGN ENGINEER JD -JF - BM STA. 10+00.00 TO W. 20TH AVENUE CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-25 SHEET 07 OF 15 JULIE'S TOUCH OF SILVER DANCE STUDIO ATHLETICS PRECISION REMOVE & REPLACE 8" CONC. PAVT H.E.S (TYP.). BID ITEM 91319. - + 20TH AVEN UE PAV'T TIES FULL DEPTH SAW CUT REQ'D (TYP.) RED D (TYP.) . s JAY MANUFACTURING • OSHKOSH 1.25" DOWLEL BARS REQ'D (TYP.) APPROX. TURF RESTORATION ch LIMITS (TYP.) _I m rn M4 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PATCHWORK NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 W. 20TH AVENUE SURVEYOR CS I DESIGN ENGINEER JD -JF - BM I 0 20 40 S. WASHBURN STREET TO 50OFT WEST CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-25 SHEET 08 OF 15 i L.M iw THE Evert rw�r WEATHER cavwTro'S PaEnuoE T�aPPLxaTrott oP , FERFW£IR PAVE4£Nt MARgNGS. TENFORARY PAVEI+EM MAPAtJGS BtALL 0E 1l5TP1LE°AS LtlFECTE➢ BY THE E1.GL.£ER IN tHE Flft°. TEYPoRARY ( ' PAVEMEILr NaRI(EYS SH4L EE f1FAHYlED a.ID PENPAI:EIR PAVEV.Elrt MAt�=AP E°��EAP�"LTsTT°PE `� E PoY S. KOELLER STREET PavEnlEtrt vaFr';os sNaLL eemr oErrraL ro TIE PEOJEcr. Pao As a®tTEnt ttte;s. i 2145 '1l t ,n PAVEMENT MARKINGS- -� DOUBLE YELLOW (4-IN11 GAP) ., ..- - EPDXY4INCH(YELLOWj--'-------..... ....._ �. - — — — - _ \ } 30' (TYP.) - - 1 1 1 < MATCH EX. PAVEMENT ,,- �� MARK INGS(TYPJ�',:> �O' •� �, PAVEMENT MARKINGS PAVEMENT MARKINGS G EPDXY 4-INCH ARROW (YELLOW) (TYP.) EPDXY TYPE 2A (YELLOW) (TYP,) I / l PAVEMENT MARKINGS ARROW 41 j EPDXY TYPE1A (YELLOW) (TYP.) PAVEMENT MARKINGS - DOUBLE YELLOW (44NCH GAP) EPDXY 4-INCH (YELLOW) S. KOELLER STREET 204, PAVEMENT MARKINGS DASH EPDXY 4-INCH (WHITE) 'a 10' (TYP) 30' (TYP.) <V qtno fV 2041 PAVEMENT MARKINGS DASH 2090 I 2070 I EPDXY 4-INCH (WHITE) ' t PAVEMENT MARKINGS - t 2050 EPDXY 4-INCH (YELLOW) BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY NO. STATION DESCRIPTION ELEV. DESIGN DATE - JULY2023 ISSUED FOR BID 08/01/2023 PAVEMENT MARKINGS SURVEYOR SOUTH KOELLER STREET DESIGN ENGINEER JDD I I W. SOUTH PARK AVENUE TO STA. 10+00.00 o zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-25 SHEET 10 OF 15 RECONSTRUCT 4.O V.F. 4' DIA MANHOLE (13-1518I RIM= 798.31 S. KOELLER STREET 12+00 STORM INLET 1.1 STA. 12+36.81, 36.6' LT RIM=796.81 799 12"(N)=793.81 SUMP=1.50, DEPTH=4.50' 798 STORM INLET MH (4' DIA) K-3 797 STA. 12+42.78, 37.2' LT RIM=796.81 18"(NW)=792.80 796 12"(E)=792.80 12'(S)=793.75 DEPTH=4.01, 795 STORM INLET 1.3 794 STA. 12+40.59, 26.0' RT RIM=796.49 12"(N)=793.49 793 SUMP=1.50' DEPTH=4.50' 792 STORM INLET 1.4 STA. 12+46.59, 26.0' RT 791 RIM=796.49 12"(S)=793.43 12"(Wj=793.43 SUMP=1.50' 790 DEPTH=4.56' 789 788 787 786 12+50 DEPTH 13+00 S ENDWALL OUTFALL EL = 792.09 13+50 24 X38 HERCP CULVERT END CTIONTIES, d „w SEW/ GRATE, JOINT TIES CLAY BEDDING 8 BACKFILL.a G'�"" `"_ ✓ ti �' 1 DITCH CHECK (TYP) w� 14+00 B00 799 798 MAIN CONNECTIONS CO-1 = CONN. EX. 26"X33" STO. TO PROP. K-2 @ 792.5t 797 796 795 PIPE SEGMENTS 794 P-1 = 6.0 L.F. 12" STO. @ 1.00% P-2 = 6.0 L.F. 12" STO. @ 1.009/6 793 P-3 = 12.3 L.F. 18" STO. @ 0.25% 792 791 790 789 766 787 786 12+00 12+50 13+00 13+50 14+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STORM SEWER MAIN N0. STATION DESCRIPTION ELEV. -` ` - 1 13+12 HYDRANTTAGBOIT 1765 S. KOELLER ST. 799.57 DESIGN DATE JULY2023 ISSUED FOR BID 08/01/2023 SOUTH KOELLER STREET SURVEYOR DESIGN ENGINEER CASEY CANADY FROM STA. 12+00 TO W. 20TH AVENUE 0 20 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-25 SHEET 13 OF 15 i a BID NUMBER 1050 1100 1110 1120 1200 1220 1314A 1319 1334 1340 1350 1354 BID ITEM MOBLI2ATION PAVEMENT REMOVAL REMOVING CURB & GUTTER REMOVING CONC/ASPH SW & DWY EXCAVATION EXCAVATION SPECIAL (PAVING) 8" CONCRETE PAVEMENT DOWLED W/ 6" CABC 8" CONCRETECONCRETE PAVEMENT HES REMOVAL & REPLACEMENT PAVEMENT GAPS CRUSHED AGGREGATE BASE COURSE PAVEMENT TIES DRILLED DOWEL BARS 1.25" UNITS LS SO YD LF SO FT CU YD TON SO YD SO YD EACH TON EACH EACH STREET NAME KOE R STR 0 7 .0 0 5 00. 2 00. 3 .0 70 20TH AVEUNE 0.1 0.0 0.0 0.0 0.0 0.0 0.0 788.6 0.0 0.0 0.0 0.0 .0 .0 CONTRACT TOTAL 1.0 7,750.0 200.0 5,800.0 2,200.0 325.0 7,700.0 1,520.0 8.0 650.0 17.0 102.0 BID NUMBER 1360 1370 1380 1382 1384 1390 1422 1432 1514 1524 1560 1580 COLD COLD COLD ADJUST WEATHER WEATHER WEATHER COVERING UP -CHARGE FOR LATE 18" CURB & 24" CURB & 6" CONCRETE 8" CONCRETE DRILLED N0.4 COLD WEATHER BID ITEM MANHOLES TURF COVERING COVERING (CONC PAV'T) SEASON COLD GUTTER, 8" GUTTER, 8" SW/DWY/RMP SWIDWYIRMP SIDEWALK TIE COVERING AND INLETS RESTORATION (GONG (GONG DOUBLE WEATHER WITH 6" CABC WITH 6" CABC (HES) W/ 3" (HES) W/ 3" BARS, EPDXY (SIDEWALK) -SIN PAV'T)-SINGLE PAV'T)-DOUBLE VISQUINE W/ 6" CONC PAV'T CABC CABC COATED GLE VISQUINE VISQUINE VISQUINE HAY UNITS EACH SO YD SO YD SQ YD SO YD CU YD LF LF SO FT SO FT EACH SQ YD STREET NAME KOELLER STREET 11.7 1,907.0 3,819.6 3,819.6 3,819.6 1,701.3 21.0 21.0 0.0 4,900.0 28.0 2,464.4 PITH,A EU .0 .3 4. 94 9 5. 0 0 W MURDOCK AVENUE 4.3 2.7 365.9 365.9 365.9 163.0 0.0 0.0 52.0 0.0 0.0 25. CONTRACT TOTAL 16.0 2,000.0 4,580.0 4,580.0 4,580.0 2,040.0 21.0 21.0 52.0 4,900.0 28.0 2,480.0 PLAN DESIGN INFORMATION JULY 2023 PLAN REVISIONS DESCRIPTION ISSUED FOR BID DATE BY OS/01/2023 PAVING QUANTITIES CITY OF OSHKOSH, WISCONSIN SURVEYOR DESIGN ENGINEER I JD - JF - BM JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 zo ao CITY CONTRACT 23-25 SHEET 14AOF 15 rn 3 vi A BID NUMBER 1582 1584 1590 1650 1652 1700 1710 1900 1915 1918 1974 1975 COLD COLD WEATHER UP -CHARGE LOCATE REPLACE SAWING ASPHALIC PAVEMENT PAVEMENT WEATHER COVERING FOR LATE EXISTING EXISTING SAWING CONCRETE 5" ASPHALTIC COLD MARKINGS; MARKINGS; BID ITEM COVERING (SIDEWALK)- SEASON COLD PROPERTY PROPERTY EXISTING PAVEMENT TACK COAT SURFACE MT WEATHER EPDXY;4" EPDXY;4" (SIDEWALK) DOUBLE WEATHER MONUMENT MONUMENETS PAVEMENT FULL DEPTH WITH 6" CABC PAVING (WHITE) (YELLOW) UBLE VISQUINE NE VISQUINE W/ 6" SIDEWALK HAY UNITS SQ FT SQ FT CU YD EACH EACH LF LF GAL SQ YD SQ YD LF LF STREET NAME KOELLER STREET 2,454.4 2,454.4 121.1 11.0 6.0 415.0 130.0 7.0 100.0 96.0 594.7 2,522.3 2 AVEU 0 0 0 .0 0. 0 0 .0 0 8 W MURDOCK AVENUE 25.6 25.6 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23.6 459. CONTRACT TOTAL 2,480.0 2,480.0 122.0 11.0 6.0 415.0 130.0 7.0 100.0 96.0 708.0 3,500.0 BID NUMBER 1976 1977 1978 1979 1980 1981 1983 1985 1989 1990 BID ITEM PAVEMENT MARKINGS; EPDXY; 8" (WHITE) PAVEMENT MARKINGS; CROSS -WALK EPDXY; 6" (WHITE) PAVEMENT MARKINGS; STOP -LINE EPDXY; 18" (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 1 (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 2 (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 3 (WHITE) PAVEMENT MARKINGS: WORD; EPDXY; (WHITE) TEMPORARY PAVEMENT MARKINGS; PAINT; 4" (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 1 (YELLOW) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 2 (YELLOW) UNITS LF LF LF EACH EACH EACH EACH LF EACH EACH STREET NAME KOELLER STREET 266.0 155.0 42.0 3.0 1.0 3.0 1.0 2,500.0 2.0 2.0 W U DOCK VE UE 0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 CONTRACT TOTAL 265.0 155.0 42.0 3.0 3.0 3.0 1.0 2,500.0 2.0 2.0 PLAN DESIGN INFORMATION DESIGN DATE I JULY2023 SURVEYOR DESIGN ENGINEER JD -JF - BM PLAN REVISIONS DESCRIPTION ISSUED FOR BID ADDENDUM #1 -W MURDOCK PATCHES DATE BY PAVING QUANTITIES 08/01 /2023 08/18/2023 JD - BM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: "° CITY CONTRACT 23-25 SHEET 14BOF 15 STORM QUANTITIES BID ITEM 2003 - 12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH S. KOELLER ST. 1-1 1-2 6.0 S. KOELLER ST. 1-2 1-4 63.3 S. KOELLER ST. 1-3 1-4 6.0 UNDISTRIBUTED 4.7 BID ITEM 2003 TOTAL 80.0 BID ITEM 2009-18" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH S. KOELLER ST. 1-2 K-1 12.3 S. KOELLER ST. K-1 K-2 107.2 UNDISTRIBUTED 0.5 BID ITEM 2009 TOTAL 120.0 BID ITEM 2049 - 24" x38" HERCP III STORM SEWER STREET STAR STRUCTURE END STRUCTURE LENGTH S. KOELLER ST. K-2 ENDWALL 87.0 UNDISTRIBUTED BID ITEM 2049 TOTAL 87.0 BID ITEM 2237 TYPE III INLET W/ 18" SUMP (NEENAH R-3067 FRAME TYPE R GRATE) STREET NUMBER EACH S. KOELLER ST. 1-1 1 S. KOELLER ST. 1-3 1 S. KOELLER ST. 1-4 1 UNDISTRIBUTED CONTRACT TOTALS 3 CITY OF OSHKOSH, WISCONSIN BID ITEM 2156 BID ITEM 2201 BID ITEM 2203 BID ITEM 2213 24 X38 ENDWALL STORM MANHOLE STORM MANHOLE STORM INLET MANHOLE W/101NTTIES (4' DIA) (6' DIA) (4' DIA) STREET NUMBER EA V.F. V.F. V.F. S. KOELLER ST FES-1 1 S. KOELLER ST I K-1 3.96 S. KOELLER ST K-2 4.99 S.KOELLER ST K-3 4.01 UNDISTRIBUTED 0 0.04 0.01 0.24 CONTRACT TOTALS 1.00 4.00 5.00 4.25 BID ITEM 2850 CONNECTTO EX. STORM SEWER STREET NUMBER/ADDRESS STA. OFFSET EACH S. KOELLER ST CO-i 13+61 40 RT 1 UNDISTRIBUTED 0 CONTRACT TOTALS 1 BID ITEM 2508 BID ITEM 2510 BID ITEM 2516 BID ITEM 2522 TYPE "D" MODIFIED SEDIMENT REMOVAL STONE DITCH INLET PROTECTION TYPE "D" MODIFIED BAGS CHECK STREET FROM TO SHEET EACH EACH EACH EACH S. KOELLER ST W SOUTH PARK AVE. 6+00 5 2 4 S. KOELLER ST 6+00 10+00 6 2 4 S. KOELLER ST 10+00 W 20TH AVE it 6 12 2 TOTAL 10 0 20 2 UNDISTRIBUTED 2 4 4 2 CONTRACT TOTALS 1 12 4 24 4 BID ITEM 2800 BID ITEM 2802 BID ITEM 2810 ABANDON W-12" ABANDON 15"& LARGER ABANDON STORM SEWER STORM SEWER STORM SEWER MANHOLES AND INLETS STREET STA STA OFFSET L.F. L.F. EACH S. KOELLER ST 11+95 12+40 38.0 LT 45 S. KOELLER ST 12+48 13+60 35.5 LT 112 S. KOELLER ST 12+47 12+47 VARIES 64 S. KOELLER ST 12+47 38.0 LT 1.0 UNDISTRIBUTED CONTRACT TOTALS 64.0 157.0 1.0 PLAN DESIGN INFORMATION DESIGN DATE JULY 2023 SURVEYOR DESIGN ENGINEER JD - JF - BM JAMES RABE, DIRECTOR OF PUBLIC WORKS SANITARY QUANTITIES BID ITEM 3114 BID ITEM 3116 BID ITEM 3122 BID ITEM 3710 CHIMNEYSEAL CHIMNEY SEAL EXTENSION RECONSTRUCT SANITARY PUSH EXTERNAL MANHOLE EXTERNAL MANHOLE 4' DIA. MH CAMERA STREET NUMBER EACH EACH V.F. EACH S. KOELLER ST 13-1518 1.00 1 4.0 S, EL R 1 -1519 1.0 W. MURDOCK AVE. 12-203 1.00 W. MURDOCK AVE. 12-200 1.00 2.58 EL R .TOTAL 0 . 0 6.5 0. 0 UNDISTRIBUTED TOTALS 0.00 1.00 0.52 1.00 CONTRACTTOTALS 4.00 1.00 7.10 1.00 BID ITEM 2914 STORM WATER UTILITY LINE OPENING STREET STA STA OFFSET EACH UNDISTRIBUTED TOTAL 2 CONTRACTTOTAL 2 PLAN REVISIONS DESCRIPTION DATE BY ISSUED FOR BID 06101/2023 STORM & SANITARY QUANTITIES 1 1ADDENDUM #1 - W MURDOCK PATCHES 08/18/2023 1 JD - BM SCALE IN FEET: CITY CONTRACT 23-25 SHEET 15 OF 15 LAKE BUTTE DES MORTS WINNEBAGO CITY CONTRACT 23-2E SOUTH KOELLER STREET CONCRETE AND UTILITY CONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 S. KOELLER ST: W. SOUTH PARK AVE. TO STA. 6+00.00 6 S. KOELLER ST: STA. 6+00.00 TO STA. 10+00.00 7 S. KOELLER ST: STA. 10+00.00 TO W. 20TH AVE. 8 W. 20TH AVE.: CONCRETE PATCHWORK 9 W. MURDOCK AVE.: CONCRETE PATCHWORK STRIPING 10 S. KOELLER ST. W. SOUTH PARK AVE. TO STA. 10+00.00 11 S. KOELLER ST: STA. 10+00.00 TO W. 20TH AVE. & W. 20TH AVE.: CONCRETE PATCHWORK 12 W. MURDOCK AVE.: CONCRETE PATCHWORK UTILITIES 13 S. KOELLER ST: STA. 12+00 TO W. 20TH AVENUE QUANTITIES 14 A-B PAVING QUANTITIES 15 STORM AND SANITARY QUANTITIES ISSUED FOR BID: 08/01/2023 ADDENDUM #1: 0811812023 420 m M N O N N 00 AV w J J w 9 cn DESIGNATED HAUL ROUTES CITY CONTRACT 23=22 OSHKOSH, WISCONSIN . ... STREETS TO BE PAVED/UTILITY WORK DESIGNATED TRUCK ROUTES O PROJECT AREA V) N O N 00 \ TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE EXISTING SIDEWALK "E" RIGHT OF WAY EXISTING SIDEWALK PAVEMENT SUMMARY - CONTRACT 23-25 PAVEMENT NOTES VARIES I VARIES "A" FACE TO FACE OF CURB VARIES VARIES C/L "BB" "B" "B" "BB„ 1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE 1 0-2 0% -�- 6 CONSTRUCTION OR HINGE JOINT AT C/L WITH %2" X 30" DEFORMED BARS 6 to- 2 0% 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 UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW EXISTING TURF i 5 5.5 f:+`:•'�'t .�..�:::':.:`::. " " :1: \.. 4` 5...'y;:.1' i 'S.5 y ,i. A. :. :-�..=i ...i.;... :.,�.� :_,.....':. .'-u'..i.. '.:.:' `.:.:<r �.� :..'•.. :". �: :`.::i.i: I.' �'..tx �..,.,. .. '. .�:. ...:.._ s: tt:.. :':any.':.:.;�x.7:^.'.-,: :+'.'....: �!, :- SAWED LONGITUDINAL JOINT 2.0' EXISTING TURF � � STREET CONSTRUCTION IF CONFLICTS EXIST. 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR TURF RESTORATION WORK. 3. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 4. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH "C"CONCRETE PAVEMENT "D" CRUSHED AGGREGATE WITH INTEGRAL CURB BASE COURSE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR 8" PAVEMENT TRANSVERSE JOINTS SHALL BE SAWED AT 15' (MAX). 5. INLET CASTING TO BE WELLED 3 'BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. BENCHMARK INFORMATION 6. SIDEWALK THICKNESS THRU DRIVEWAYS SHALL BE 8 INCHES. - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADING/PAVING WORK 7, TURF RESTORATION LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). CONTRACT 23-25 BENCHMARKS LIST 06/22/2023 NUMBER STATION STREETALIGNMENT DESCRIPTION ELEVATION TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS 1 3+27.04 KOELLER ST CL ALIGNMENT HYDRANT TAG @ HARDEE'S LOT (2100 S. KOELLER ST) 806.03 2 5+71.20 KOELLER ST CL ALIGNMENT I LIGHT POLE BASE @ HARDEE'S / EAST R.O.W. (2100 S. KOELLER ST) 802.65 3 8+63.52 KOELLER ST CL ALIGNMENT HYDRANT TAG @ EATON'S FRESH PIZ7A(2050 S. KOELLER ST) 801.46 4 13+12.02 KOELLER ST CL ALIGNMENT I HYDRANT TAG @ SOUTHEAST CORNER OF S. KOELLER ST / W. 20TH AVE 799.57 AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT AREAS INDICATING GRAVEL LANDSCAPING TO BE REPLACED IN FIRM ADDRESS CONTACT TELEPHONE KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID EMERGENCY 911 ITEM #1370. DIGGERS HOTLINE 1-800-242-8511 AREAS INDICATING DISTURBED LANDSCAPE MATERIAL TO BE REPLACED CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 IN KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID ITEM #1370. POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 AREAS INDICATING TURF RESTORATION. 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 920-232-5332 WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS-LANDSCAPE 920-232-5314 PARKS DEPARTMENT OSHKOSH, WI OPERATIONS MANAGER 920-232-5313 FORESTRY DIVISION CHAD DALLMAN -ASST. DIR. PARKS 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 TRANSPORTATION DEPT. OSHKOSH, WI MAINT, SUPERVISOR 920-232-5348 SIGN DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHKOSH, WI JIM COLLINS TRANSPORTATION DIRECTOR 920-232-5342 PAVEMENT SCHEDULE FOR CONTRACT 23-25 SPECTRUM 3520 DESTINATION DR. APPLETON, WI MARTY CALLEN 920-37M369 NET C/L "A" "B"/"BB" "C" "D" "E" WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN -SENIOR SERVICE LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SERVICE CORP. OSHKOSH, WI MANAGER 920-617-2778 KOELLER ST. UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALK/DRIVEWAY APRON WORK, CONCRETE PAVING WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-80DA50-7280 (STA. 1+55.98 TO STA. 11+28.61) 972.63' 62' 12' / 14' 8" 6" 80' WORK. SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800-450-7240 WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-2439129 SOUTHERN RR CO. MADISON, WI KOELLER ST. UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALK/DRIVEWAY APRON WORK, CONCRETE PAVING TRANS CANADA 801 O'KEEFE ROAD MATT ERNST 920-33"573 (STA. 11+28.61 TO STA. 12+49.29) 120.66 TAPER 12' / 14' 8" 6" TAPER WORK. DE PERE, WI ANR PIPELINE COMPANY 1N3925 PIPELINE LN. EDEN, WI LARRY HUBER 920-477-2235 KOELLER ST. 38' (LEFT) UTILITY WORK, EXCAVATION/GRADING WORK, SIDEWALK/DRIVEWAY APRON WORK, CONCRETE PAVING STA. 12+49.29 TO STA. 13+84.19 ( ) 134.90' 26' RIGHT ( ) 12' / 14' 8" 6" 92' WORK. AT&T WISCONSIN FOND DUSION ST. LAC, WI C�ENGIN ER RLES ELT g20.9294013 WINDSTREAM 13935 BISHOPS DR. BROOKFIELD, WI 53005 DAMES KOSTUCH 262-792-7938 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-O FACILITIES 650 WITZEL AVE. CHUCK HERMES 920A24-3466 MANAGEMENT OSHKOSH, WI 54903 7:00-3:30 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR BID 08/01/2023 SURVEYOR DESIGN ENGINEER 9 CITY CONTRACT 23-25 SHEET 03 OF 15 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: zo 40 3 vi <n M N 0 N N 00 m c N a) 0 GENERAL NOTES FOR CONTRACT 23-25 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 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 V 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. O= ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS. EXACT LOCATION 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME jp = 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 TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND 5' TO 10' FROM STANDARD LIGHT DUTY 8" UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE CONNECT TO EXISTING SERVICE (TYP.) O BA7PROVIDEMOWABLE LOCKING OPEN GRATE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET (NYLOPLAST - 0899CGS)* CONSTRUCTION IF CONFLICTS EXIST. 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK **"NO DUMPING DRAINS TO WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O WATERWAY" GRATE MARKER** 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") TO BACK OF WALK DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) (A) SURFACE GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN. SURFACE AS NEEDED FROM GRATE TO 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT REQUIRED TO BACK OF WALK WITH RISERS, BENDS, (A)CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY 2 MARKER BALLS MIN. (TYP) FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING O BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. SEWER CITY OF OSHKOSH, WISCONSIN REVISIONS 6" PVC STORM SEWER LATERAL MAIN UTILITY SUMMARY - CONTRACT 23-25 . = 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 ISSUED FOR BID 08/01/2023 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-25 SHEET 04 OF 15 S. KOELLER STREET SAWCUT SW TIE BARS 802.03 3.67 EX, CONIC PAV'T I GB GB REDD. BID ITEM #13l4A MAINLINE PAVING (TYP.). BARS REQ'D (TYP.) BEG/lN CO NC PZV�T� TURF RESTORATION ADJUST EX. INLET (TYP.) 151 FULL DEPTH . SAWCUT DOWN TO O"CURB HEIGHTAT B.O.W. (TYP.) REQ'D (TYP.) PROP. 5"ASPHALT SURFACE PAVEMENT TIES REQ'D 805 805 EXISTING WEST F.O.W. PROFILE PROPOSED WEST T.O.C. PROFILE -1-627% PROPOSED WEST FLOWLINE PROFILE 802 PROPOSED CENTERLINE PROFILE EXISTING CENTERLINE PROFILE 805 + PROPOSED EAST T.O.C. PROFILE 805 VKuvu,>tu EAST FLOWILINE PROFILE 80 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE P"ING --NO. STATION DESCRIPTION ELEV_ DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 SOUTH KOELLER STREET SURVEYOR CS W. SOUTH PARK AVENUE TO STA. 6+00.00 DESIGN ENGINEER JD-JF-BM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 4 CITY CONTRACT 23-25 SHEET 06 OF 15 800 799 798 801 600 799 798 801 800 799 798 797 S. KOELLER STREET 204, MINESHAFT OSHKOSH ADJUST EX. INLET (TYP.) — ....._ 799.64 799.27 _ ° ° • - x. J.. -800.00 —► 798.91 e-► ` 798.74-798.57 f --798.40 798.23 —► 7s5.osJ M � -6+00 7+00 LL 800.42 800. 5 N 799.69 799.47 8+00 799.02 -800.78 9+00 798.80 10+00, iv 799.24 GB 798.58J PROP. 8" CONC. PAV'T DOWELED W/ 6" CA.B.C. REQ'D. BID ITEM #1314A MAINLINE PAVING (TYP.). -800.28 799,90 —� 799.53 _ _ -. .798.66 —� "`c ,798.40 —� 797.88, 799.17 798.91 798.14 <_ T SAWCUT REQ'D (TYP.).T.- TURF RESTORATION PROP. 8" CONC. REQ'D (TYP.) EX. R.O.W. (TYP.) PROP. 8" H.E.S. SIDEWALK REQ'D TYP. +� 1cp I ^5' APRON REQ'D (TYP.) (TYP.) i " i REMOVE & REPLACE EX. C&G. TAPER 3' SAWCUT'- ' REQ'D (TYP.) DOWN TO 0" CURB HEIGHT AT B.O.W. (TYP.) i 2090 I 2070 I RESTORE WITH LIKE MATERIAL (TYP.). COSTS SHALL BE INCLUDED WITH BID ITEM #1370. CAR-X TIRE & AUTO I LOS TRES AMIGOS I PAVEMENT TIES REQ'D ' 2050 FOR C&G TIE-INS (TYP.) EATON'S FRESH PIZZA PROP.5"ASPHALT SURFACE MT W/ 6" C.A.B.C. REQ'D (TYP.) 00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+ o PROPOSED CENTERLINE PROFILE ci 0 EXISTING CENTERLINE PROFILE u _.... __...... _— .0.726% -..__..__......._................. .............__ ..... 800 799 798 802 801 800 799 798 797 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 0 m r 0 EXISTING EAST F.O.W. PROFILE rn PROPOSED EAST T.O.C. PROFILE PROPOSED EAST FLOWLINE PROFILE 801 800 799 798 797 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY 2023 ISSUED FOR BID OS/Ot/2023 SOUTH KOELLER STREET SURVEYOR Cs DESIGN ENGINEER JD - JF - BM STA. 6+00.00 TO STA. 10+00.00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 4o SCALE IN FEET: 0 CITY CONTRACT 23-25 SHEET 06 OF 16 800 799 798 797 796 S. KOELLER STREET MINESHAFT OSHKOSH END CURB TAPER @ STA. 12+49.29 BEGIN CURB TAPER INTO INTERSECTION @ STA. 13+69.92 EXISTING BUS SHELTER STRUCTURE TO BE REMOVED AND RESET BY OTHERS. REMOVE f- BEGIN CURB TAPER AFT LOSHKOSH & REPLACE Ex. BUS STOP PLATFORM WITH @ STA. 11+28.61 .� ICI ......... ... . .. LEVEL 8"H.E.S. CONC. PAVEMENT PAD. 7 ��S. 81 10 1 . . ............. . . . ........ 0 ...... . ........ .... 797.113'--!!!!!.'.!!7j -797.67 798.04-- 1==;�796.99 1.25" DRILLED DOWEL Z- ======�---l- BARS REQ'D (TYP.) -77 797.89 .797.72 797.42 798.0.6 j I Eo END CONC PAV'T @ STA. 13+*84.19 -10+00 /-11+00 LL -25.00 /-12+00 13+0 �46.54 0 798.35 -798.13-798.02-797.84 797.48 14-00 -798.58 797.55 1 GB VPC 798.31 UP VPT cv PROP. 8"CONC. PAVrF DOWELED W/ 6"CA.B.C. REQ'D. BID ITEM #1314A MAINLINE PAVING (TYP.) -797.88 - �797.63 24-797.06 ------ 7797 22�- ------ .......... - ------ 796.77 97.22-1 �-796.49 7.50 FULL DEPTH SAWCUT . ...... REQ'D (TYP.) 7' 'sp SW TIE BARS REQ'D (TYP.) PROP. 8" H.E.S.EGIN CURB TAPER INTO PROP. 8"H.E.S. APRON REQ'D EX. R.O.W. (TYP.) INTERSECTION @ STA. 13+54.96 cg"''P'� SIDEWALK REQ'D (TYP.) F-2040 TURF RESTORATION PROP. 5. ASPHALT SURFACE I REQ'D (TYP.) MT Wl 6" C.A.B.C. REQ'D (TYP.) ARBY'S i ASSOCIATED BANK cp . PROPOSED WEST T.O.C. PROFILE PROPO VCI= 100.00 K = 50.00 PROPOSED WEST FLOWLINE PROFILE �2 e4 ud ........... ........ . ........................ . .. . .... LP 12+61.79 .. ..... . .. ................. LP 796.81 �4- -t-. -.0 846% VPI EL796.56 EXISTING WEST F.O.W. PROFILE 800 799 798 797 796 I 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 800 799 798 797 79r 800 799 798 797 796 VCL 100.00 ij K 6o.00 PROPOSED CENTERLINE PROFILE q q + m EXISTING CENTERLINE PROFILE F •2 IL LP 12+46.54 LP 797.26 EL > . .............................. . . ............. ...... ... ...... ... ....... --------- - - -VPI STA 12+50.00:: .......... . ............ . ..... ---.>- VPI EL 797.01 00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14, PROPOSED EAST T.O.C. PROFILE VCL= 100.00 K = 50.00 PROPOSED EAST FLOWLINE PROFILE . ........ . . ........ . . . . . . . ....... . ..... ...... .... ............... - - - ----- ........ ... . . .......... �2 .... . ...... 2+28.66 LP 1296 LP 796.49 0 882% 7 6 . . ............... ... . . .... . . .............. -lf��_. --4. VPI STA 12+32.81 . ..... j EXISTING EAST F.O.W. PROFILE VPI EL 796.24 800 799 798 797 796 800 799 798 797 796 ■ O m z a m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 BENCH MARKS - USGS NAVD 88 DATUM PLANDESIGNINFORMATION PLAN REVISIONS DESCRIPTION DATE BY NO. 1 STATION DESCRIPTION DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 CONCRETE PAVING SURVEYOR cs SOUTH KOELLER STREET DESIGN ENGINEER JD -JF STA. 10+00.00 TOW. 20TH AVENUE 20 40 CITY OF OSHKOSH, WISCONSIN JAM RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-25 SHEET 07 OF 15 V D v C Q) 0 0 C 1J PAV'T H.E.5 (TYP.). BIU I I -M W. 20TH VENUE A a 4a e q PAV'T TIES FULL DEPTH SAW CUT ,_r�tv..«T° '' tf� REQ'D (TYP.) 4 ° n i CA CA • JAY MANUFACTURING OSHKOSH 1.25" DOWLEL BARS REQ'D (TYP.) APPROX. TURF RESTORATION LIMITS (TYP.) m BENCH MARKS-USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PATCHWORK NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 SURVEYOR CS W. 20TH AVENUE DESIGN ENGINEER JD-JF-BM S. WASHBURN STREET TO 50OFT WEST 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-25 SHEET 08 OF 15 J J i S. KOELLER STREET 2145 it PAVEMENT MARKINGS - DOUBLE YELLOW (4-INCH GAP) - � -' " EPDXY 4-INCH (YELLOW) _- -- - - - - -- - ......... - �2 , I t•;�� I I � � ,, I t; _--- -- -- — r -- — - --- - 10_(TYP.) 30' (TYP.) .F G `MATCH EX. PAVEMENT MARKINGS (TYP.) PAVEMENT MARKINGS EPDXY4-INCH 2100 (YELLOW) (TYP.) i PAVEMENTMARKINGS ARROW EPDXY TYPE 1A (YELLOW) (TYP.) PAVEMENT MARKINGS - DOUBLE YELLOW (4-INCH GAP) EPDXY 4-INCH (YELLOW) PAVEMENT MARKINGS ARROW EPDXY TYPE 2A (YELLOW) (TYP.) S. KOELLER STREET 2041 PAVEMENT MARKINGS DASH EPDXY 4-INCH (WHITE) tl ' RYP) 30' (TYP.) 20a1 If i PAVEMENT MARKINGS DASH i 2090 I 2070 I EPDXY 4-INCH (WHITE) PAVEMENT MARKINGS - i 2050 EPDXY 4-INCH (YELLOW) i I I i BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT MARKINGS SURVEYOR NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY2023 ISSUED FOR BID 08/01/2023 SOUTH KOELLER STREET DESIGN ENGINEER JDD W. SOUTH PARK AVENUE TO STA. 10+00.00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o 20 ao CITY CONTRACT 23-25 SHEET 10 OF 16 INSTRUCT 4.0 V.F. A' ]O E(13-1518) 7N.31 S. KOELLER STREET 25VU STORM INLET 1.1 STA. 12+36.81, 36.6' LT RIM=796.81 799 12'(N)=793.81 SUMP=1.50' DEPTH=4.50' 798 STORM INLET MH (4' DIA) K-3 797 STA. 12-42.78, 37.2' LT RIM=796.81 18"(NM=792.80 796 12"(E)=792.80 12"(S)=793.75 DEPTH=4.01' 795 STORM INLET 1.3 794 STA. 12+40.59, 26.0' RT RIM=796.49 17(N)=793.49 793 SUMP=1.50' DEPTH=4.50' 792 STORM INLET 1-4 STA. 12+46.59, 26.0' RT 791 RIM=796.49 12"(S)=793.43 12"(Nn=793.43 SUMP=1.50' 790 DEPTH=4.56' 789 788 7B7 786 799 798 MAIN CONNECTIONS CO-1 = CONN. EX. 26"X33" STO. TO PROP. K-2 @ 792.5i 797 796 795 PIPE SEGMENTS 794 P-1 = 6.0 L.F. 12" STO. @ 1.00% P-2 = 6.0 L.F. 12" STO. @ 1.00% 793 P-3 = 12.3 L.F. 18" STO. @ 0.25% 792 791 790 789 788 787 786 12+00 12+50 13+00 13+50 14+00 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY STORM SEWER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE JULY 2023 ISSUED FOR BID 08/01/2023 1 13+12 HYDRANT TAGBOLT 9D 1765 S. KOELLER ST. 799.57 SURVEYOR SOUTH KOELLER STREET DESIGN ENGINEER CASEY CANADY FROM STA. 12+00 TO W. 20TH AVENUE zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 23-25 SHEET 13 OF 15 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVING QUANTITIES N0. STATION DESCRIPTION ELEV. DESIGN DATE JULY2023 ISSUED FOR BID 08/01/2023 SURVEYOR 1 ADDENDUM #1 - W MURDOCK PATCHES 08/18/2023 JD -BM DESIGN ENGINEER JD-JF-BM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 23-25 SHEET 14AOF 15 BID NUMBER 1050 1100 1110 1120 1200 1220 1314A 1319 1334 1340 1350 1354 BID ITEM MOBLIZATION PAVEMENT REMOVAL REMOVING CURB & GUTTER REMOVING CONC/ASPH SW 8 DWY EXCAVATION EXCAVATION SPECIAL (PAVING) 8" CONCRETE PAVEMENT DOWLED W/ 6" CABC 8" CONCRETE PAVEMENT HES REMOVAL & REPLACEMENT CONCRETE PAVEMENT GAPS CRUSHED AGGREGATE BASE COURSE PAVEMENT TIES DRILLED DOWEL BARS 1.25" UNITS LS SO YD LF SO FT CU YD TON SO YD SQ YD EACH TON EACH EACH STREET NAME KOE R STR 0 7 .0 0 5 00. 2 00. 3 .0 70 20TH AVEUNE 0.1 0.0 0.0 0.0 0.0 0.0 0.0 788.E 0.0 0.0 0.0 0.0 .0 .0 .0 CONTRACT TOTAL 1.0 7,750.0 200.0 5,800.0 2,200.0 325.0 7,700.0 1,520.0 8.0 650.0 17.0 102.0 BID NUMBER 1360 1370 1380 1382 1384 1390 1422 1432 1514 1524 1560 1580 COLD COLD COLD WEATHER WEATHER WEATHER UP -CHARGE 6" CONCRETE 8" CONCRETE DRILLED N0.4 COLD ADJUST TURF COVERING COVERING COVERING FOR LATE 18" CURB & 24" CURB & SWIDWYIRMP SW/DWY/RMP SIDEWALK TIE WEATHER BID ITEM MANHOLES RESTORATION (GONG (GONG (GONG PAV'T) SEASON COLD GUTTER, 8" GUTTER, 8" (HES) W/ 3" (HES) W/ 3" BARS, EPDXY COVERING AND INLETS PAV'T)-SINGLE PAV'T)-DOUBLE DOUBLE WEATHER WITH 6" CABC WITH 6" CABC CABC CABC COATED (SIDEWALK) -SIN VISQUINE VISQUINE VISQUINE W/ 6" CONC PAV'T GLE VISQUINE HAY UNITS EACH SO YD SO YD SQ YD SO YD CU YD LF LF SO FT SO FT EACH SO YD STREET NAME KOELLER STREET 11.7 1,907.0 3,819.E 3,819.E 3,819.E 1,701.3 21.0 21.0 0.0 4,900.0 28.0 2,454.4 W MURDOCK AVENUE 4.3 2.7 365.9 365.9 365.9 163.0 0.0 0.0 52.0 0.0 0.0 25. CONTRACT TOTAL 16.0 2,000.0 4,580.0 4,580.0 4,580.0 2,040.0 21.0 21.0 52.0 4,900.0 28.0 2,480.0 BID NUMBER 1582 1584 1590 1650 1652 1700 1710 1900 1915 1918 1974 1975 COLD COLD WEATHER UP -CHARGE LOCATE REPLACE SAWING ASPHALIC PAVEMENT PAVEMENT WEATHER COVERING FOR LATE EXISTING EXISTING SAWING CONCRETE 5" ASPHALTIC COLD MARKINGS; MARKINGS; BID ITEM COVERING (SIDEWALK)- SEASON COLD PROPERTY PROPERTY EXISTING PAVEMENT TACK COAT SURFACE MT WEATHER EPDXY; 4" EPDXY; 4" (SIDEWALK) -DO DOUBLE WEATHER MONUMENT MONUMENETS PAVEMENT FULL DEPTH WITH 6" CABC PAVING (WHITE) (YELLOW) UBLE VISQUINE VISQUINE W/ 6" SIDEWALK HAY UNITS SQ FT SQ FT CU YD EACH EACH LF LF GAL SQ YD SQ YD LF LF STREET NAME KOELLER STREET 2,454.4 2,454.4 121.1 11.0 6.0 415.0 130.0 7.0 100.0 96.0 594.7 2,522.3 2 AVEU 0 0 0 .0 0. 0 0 .0 .0 8 W MURDOCK AVENUE 25.6 25.6 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23.5 459. CONTRACT TOTAL 2,480.0 2,480.0 122.0 11.0 6.0 415.0 130.0 7.0 100.0 96.0 708.0 3,500.0 C 6; C c a) O m BID NUMBER 1976 1977 1978 1979 1980 1981 1983 1985 1989 1990 BID ITEM PAVEMENT MARKINGS; EPDXY; 8" (WHITE) PAVEMENT MARKINGS; CROSS -WALK EPDXY; 6" (WHITE) PAVEMENT MARKINGS; STOP -LINE EPDXY; 18" (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 1 (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 2 (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 3 (WHITE) PAVEMENT MARKINGS: WORD; EPDXY; (WHITE) TEMPORARY PAVEMENT MARKINGS; PAINT; 4" (WHITE) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 1 (YELLOW) PAVEMENT MARKINGS; ARROW EPDXY; TYPE 2 (YELLOW) UNITS LF LF LF EACH EACH EACH EACH LF EACH EACH STREET NAME KOELLER STREET 265.0 165.0 42.0 3.0 1.0 3.0 1.0 2,500.0 2.0 2.0 0. 0 0 W U DOCK VE UE 0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 0.0 CONTRACT TOTAL 265.0 166.0 42.0 3.0 3.0 3.0 1.0 2,500.0 2.0 2.0 CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION DESIGN DATE JULY 2023 SURVEYOR DESIGN ENGINEER JD -JF -BM JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS SCALE IN FEET: DESCRIPTION DATE BY ISSUED FOR BID 08/01/2023 ADDENDUM #1 - W MURDOCK PATCHES 08/18/2023 1 JD - E CITY CONTRACT 23-25 PAVING QUANTITIES SHEET 14BOF 15 STORM QUANTITIES BID ITEM 2003 -12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH S. KOELLER ST. 1-1 1-2 6.0 S. KOELLER ST. 1-2 1-4 63.3 S. KOELLER ST. 1-3 1-4 6.0 UNDISTRIBUTED 4.7 BID ITEM 2003 TOTAL 80.0 BID ITEM 2009-18" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH S. KOELLER ST. 1-2 K-1 12.3 S. KOELLER ST. K-1 K-2 107.2 UNDISTRIBUTED 0.5 BID ITEM 2009 TOTAL 120.0 BID ITEM 2049 - 24"X38" HERCP III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH S. KOELLER ST. I K-2 ENDWALL 87.0 UNDISTRIBUTED BID ITEM 2049 TOTAL 87.0 BID ITEM 2237 TYPE III INLET W/ 18" SUMP (NEENAH R-3067 FRAME TYPE R GRATE) STREET NUMBER EACH S. KOELLER ST. 1-1 1 S. KOELLER ST. 1-3 1 S. KOELLER ST. 1-4 1 UNDISTRIBUTED CONTRACT TOTALS 3 CITY OF OSHKOSH, WISCONSIN BID ITEM 2156 BID ITEM 2201 BID ITEM 2203 BID ITEM 2213 24 X38 ENDWALL STORM MANHOLE STORM MANHOLE STORM INLET MANHOLE W/JOINTTIES (4' DIA) IV DIA) (4' DIA) STREET NUMBER EA V.F. V.F. V.F. S. KOELLER ST FES-1 1 5. KOELLER ST K-1 3.96 S. KOELLER ST K-2 4.99 S. KOELLER ST K-3 4.01 UNDISTRIBUTED 0 0.04 0.01 0.24 CONTRACTTOTALS 1.00 4.00 5.00 4.25 BID ITEM 2850 CONNECT TO EX. STORM SEWER STREET NUMBER/ADDRESS STA. OFFSET EACH S. KOELLER ST CO-1 13+61 40 RT 1 UNDISTRIBUTED 0 CONTRACT TOTALS 1 BID ITEM 2508 BID ITEM 2510 BID ITEM 2516 BID ITEM 2522 TYPE"D" MODIFIED SEDIMENT REMOVAL STONE DITCH INLET PROTECTION TYPE "D" MODIFIED BAGS CHECK STREET FROM TO SHEET EACH EACH EACH EACH S. KOELLER ST N. SOUTH PARK AVE. 6+00 5 2 4 S. KOELLER ST 6+00 10+00 1 6 2 4 S. KOELLER ST 10+00 W 20TH AVE 11 6 12 2 TOTAL 10 0 20 2 UNDISTRIBUTED 2 4 4 2 CONTRACT TOTALS 12 4 24 4 BID ITEM 2800 BID ITEM 2802 BID ITEM 2810 ABANDON 8"-12" ABANDON 15M LARGER ABANDON STORM SEWER STORM SEWER STORM SEWER MANHOLES AND INLETS STREET STA STA OFFSET L.F. L.F. EACH S. KOELLER ST 11+95 12+40 38.0 LT 45 S. KOELLER ST 12+48 13+60 35.5 LT 112 S. KOELLER ST 12+47 12+47 VARIES 64 S. KOELLER ST 12+47 38.0 LT 1.0 UNDISTRIBUTED CONTRACT TOTALS 64.0 157.0 1.0 PLAN DESIGN INFORMATION DESIGN DATE JULY 2023 SURVEYOR DESIGN ENGINEER I JD-JF-BM JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS I DESCRIPTION SANITARY QUANTITIES BID ITEM 3114 BID ITEM 3116 BID ITEM 3122 BID ITEM 3710 CHIMNEY SEAL CHIMNEYSEAL EXTENSION RECONSTRUCT SANITARY PUSH EXTERNAL MANHOLE EXTERNAL MANHOLE 4' DIA. MH CAMERA STREET NUMBER EACH EACH V.F. EACH S. KOELLER ST 13-1518 1.00 4.0 S EL R 1 -1519 -Otr W. MURDOCK AVE. 12-203 1.00 10. W. MURDOCK AVE. 12-200 1.00 2.58 EL R .TOTAL . 0 .00 6.5 0 UNDISTRIBUTED TOTALS 0.00 1.00 0.52 1.00 CONTRACT TOTALS 4.00 1.00 7.10 1.00 BID ITEM 2914 STORM WATER UTILITY LINE OPENING STREET STA STA OFFSET EACH UNDISTRIBUTED TOTAL 2 CONTRACFTOTAL 1 2 1 I ADDENDUM #1 - W MURDOCK PATCHES SCALE IN FEET: 0 20 40 DATE BY STORM & SANITARY QUANTITIES W01 /2023 08/18/2023 1 JD - BM CITY CONTRACT 23-25 SHEET 15 OF 15