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HomeMy WebLinkAbout25-07 - W 15th AveREGARDING 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 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. 25-07 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. Driveway costs are assessed to the abutting property owner based on a square foot cost. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the construction of concrete or bituminous pavement and replacement of the sanitary sewer mains and laterals, storm sewer laterals, and water distribution mains and laterals. The construction of a concrete or bituminous pavement will provide a rideable surface available in all weather conditions. The proposed pavement will be crowned to convey the storm water runoff to the storm sewer system. The utility laterals provide a connection to the mains for each property. The storm sewer system will convey the runoff away from the area. The sanitary sewer and water distribution systems will provide a safe and reliable conveyance system for wastewater and drinking water. Estimated cost of the project is: Proposed Assessments are: _ $343.200.0( Citv Cost of the project is: I:\Engineering\2021 - 2030 Contracts\2025 CONTRACTS\25-07 W 15th Ave\ Construction\ Reports\ Report of Director of PW\25-07 Criteria for Reasonableness and Benefit_5-1-25.docx LAKE BUTTE DES MORTS 3 a� :_ 86 i= r 0 I Ln N a� cn co c 0 0 0 Q v 0 o� co 0 a� Q Ln N O N d- e Q CITY CONTRACT 25-07 WEST 15TH AVENUE RECONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 WEST 15TH AVENUE, OHIO ST. TO STA. 16+50 6 WEST 15TH AVENUE, STA. 16+50 TO STA. 22+00 7 WEST 15TH AVENUE, STA. 22+00 TO STA. 27+50 8 WEST 15TH AVENUE, STA. 27+50 TO STA. 33+00 9 WEST 15TH AVENUE, STA. 33+00 TO OREGON ST. UTILITIES 10 WEST 15TH AVENUE, OHIO ST. TO STA. 16+00 11 WEST 15TH AVENUE, STA. 16+00 TO STA. 20+00 12 WEST 15TH AVENUE, STA. 20+00 TO STA. 24+00 13 WEST 15TH AVENUE, STA. 24+00 TO STA. 28+00 14 WEST 15TH AVENUE, STA. 28+00 TO STA. 32+50 15 WEST 15TH AVENUE, STA. 32+50 TO STA. 36+00 16 WEST 15TH AVENUE, STA. 36+00 TO OREGON ST. 17 UTILITY TIE IN OHIO STREET, MICHIGAN STREET 18 UTILITY TIE IN IOWA STREET, MINNESOTA STREET ELECTRICAL 19 WEST 15TH AVENUE, OHIO ST. TO STA. 20+00 20 WEST 15TH AVENUE, STA. 20+00 TO STA. 28+00 21 WEST 15TH AVENUE, STA. 28+00 TO STA. 36+00 22 WEST 15TH AVENUE, STA. 36+00 TO OREGON ST. QUANTITIES 23A-B ELECTRICAL ESTIMATED QUANTITY SHEET 24 PAVING ESTIMATED QUANTITY SHEET 25A-B STORM ESTIMATED QUANTITY SHEET 26 SANITARY ESTIMATED QUANTITY SHEET 27A-B WATER ESTIMATED QUANTITY SHEET 28 LATERAL ESTIMATED QUANTITY SHEET ISSUED FOR CONSTRUCTION: 01/14/2025 Y Lo N O N s Q =El � �$OU+HP RTH K i nnnnDnn --- I'I LTHig u u DESIGNATED HAUL ROUTES CITY CONTRACT 25-07 OSHKOSH, WISCONSIN STREETS TO BE PAVED/UTILITY WORK <G« DESIGNATED HAUL ROUTES QQQ DESIGNATED HAUL ROUTES (EMPTY TRUCKS ONLY) ® DESIGNATED TRUCK ROUTES O PROJECT AREA O TYPICAL INTEGRAL CONCRETE PAVEMENT SLc I wro NOT TO SCALE "E" RIGHT OF WAY v PAVEMENT SUMMARY - CONTRACT 25-07 "RUDR DIVEWAY VARIES I VARIES 6 TH ( A" FACE TO FACE OF CURB (WHERE REQ'D.) .W "B" SLOPE % MAX.MIN. 1.0-2.0% 4.0°/ M 6„ I CONSTRUCTION OR HINGE JOINT AT CIL WITH YF X 30" DEFORMED BARS S BACKFILL, TOP SOIL, FERTILIZE SEED &MULCH 2 0' �I WHERE DISTURBED (18" TYP) "C" PLAIN CONCRETE [-TYPICAL HATCHING PATTERNS DES GNAT ON SYMBOLS SHOWN ONA HDEETS II LO N O N Q c s= O vi O I .I AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT C- AREAS INDICATING GRAVEL SHOULDER/DRIVEWAY RESTORATION LIMITS TO BE INCLUDED IN TERRACE BID ITEM. ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER IN FIELD. SINGLE SIDEWALK SQUARES SHALL BE REMOVED AND REPLACED. 6" FCJ THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) NON ADA (SLOPE) COMPLIANT SQUARES SHALL BE REMOVED AND REPLACED. FPJ 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) REMOVE & REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS nR REHABILITATION REXACT LIMITS DETERMINED NED N THE FIELD BY THE ENGINEER. (TYP) BE REMOVE & REPLACE EX. CONC. SIDEWALK TO CONFORM TO MAX. 1)z" PER FT. (12.5%) SLOPE THRU N. 6" THICKNESS REQ'D. ACROSS DWY(TYP) REMOVE & REPLACE EX. CONCOSIDEWALK TO CONFORM TO MAX 1"" PER FT. (8.0%) SLOPE THRU CURB RAMP. REMOVE & REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS UTILITY © REPAIR WORK. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) 6"THRU DRIVEWAY VARIES I VARIES (WHERE REQ'D.) I6" 1.0_2.0% -- s; \ BACKFILL, TOP SOIL, .{ 2 0' FERTILIZE SEED & MULCH WHERE DISTURBED (1B" TYP) "D" CRUSHED AGGREGATE BENCHMARK INFORMATION BENCHMARK INFORMATION FOR UTILITY WORK ONLY. NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADING/PAVING WORK List 8/2.12.24 25.07Benchmarks HCltyontract Street DescriptionElevation Station Alignment11+77 RR SPIKE ON POWER POLE @ 1503 OHIO STREET 764.71 W. 15TH AVE. NE BOLT ON HYDRANT @ 538 W. 15TH AVENUE 763.30 2 14+59 W. 15TH AVE. NW BOLT ON HYDRANT @ 15TH AVE. & MICHIGAN ST. 7B2.94 3 18+76 W. 15TH AVE. HYDRANT TAGBOLT @ 15TH AVE. & IOWA ST. 762.82 4 25+93 W. 15TH AVE. RR SPIKE ON POWER POLE @ 316 W. 15TH AVENUE 760.54 5 29+84 W. 15TH AVE. HYDRANT TAGBOLT @ 15TH AVE. & MINNESOTA ST. 761.B4 6 31+40 W. 15TH AVE. HYDRANT TAG13OLT @ 15TH AVE. & OREGON ST. 759.98 7 37+75 W. 15TH AVE. PAVEMENT SCHEDULE FOR CONTRACT 25-07 NET CIL LENGTH FT. "A" WIDTH - FEET "B" SAWED JOINT C" "D" PAVEMENT BASE COURSE "E" RIGHT OF REMARKS LOCATION (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY 60' UTILITY WORK, EXCAVATION/GRADING WORK, ASPHALT PAVING WORK, & TURF RESTORATION WORK. WEST 15TH AVENUE 2551.01' 32' 11.0' 7" CONCRETE 5" APRON (OHIO ST. TO OREGON ST.) CITY OF OSHKOSH, WISCONSIN ATION AsW77 UNE 2024 MWNCMC JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS SCALE IN FEET: F DESCRIPTION ) FOR CONSTRUCTION PAVEMENT NOTES 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 BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET CONSTRUCTION IF CONFLICTS EXIST. 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 9, INLET CASTING TO BE WELLED %/ 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, W THRU DRIVEWAYS. (TYP) (3)-20' LENGTHS OF 94 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) (2) #4 TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP) 12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY 4 FT WIDE BEHIND BACK OF SIDEWALK. UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 924236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMES RARE - DIR. PUBLIC WORKS PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH-DIVISION MANAGERI 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. CHERYL SELL 920-232-5333 PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS - CITY FORESTER 920-232-5314 PARKS DEPARTMENT OSHKOSH, W I CHAD DALLMAN - ASST. DIR. PARKS 920-232-5313 FORESTRY DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN 920-232-5350 TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH 920-232.5348 TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR SIGN DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS 920-232.5342 TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR 3520 DESTINATION DR. JEFF ROTHERMEL 92DA96-1821 SPECTRUM -CHARTER APPLETON, WI ANDY J. VANTHULL 920.831-9202 WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN - SENIOR SERVICE 920-617-2778 SERVICE CORP. OSHKOSH, WI MANAGER WISCONSIN PUBLIC NATURAL GAS 24-HOUR EMERGENCY NUMBER 1-800-450-7280 1-80OA50-7240 SERVICE CORP. ELECTRIC WISCONSIN& 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. MADISON, WI 801 O'KEEFE ROAD MATT ERNST 920-338-6573 TRANS CANADA DE PERE. WI 1-800-758-1576 EMERGENCY ALLIANT ENERGY -WPL - 1-800-255.426E NOWEMERGENCY 70 E. DIVISION ST. CHARLES BARTELT 920.929-1013 AT&T WISCONSIN FOND DU LAC, WI ENGINEER 13935 BISHOPS DR. JAMES KOSTUCH 262-792-7938 WINOSTREAM BROOKFIELD, WI 53005 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-O FACILITIES 650 WITZEL AVE. JOHN FENLON 3466 920-424-2317 820-024-2317 MANAGEMENT OSHKOSH, WI 54903 7:00-3:30 DATE BY PAVEMENT SUMMARY 01/14/2025 CITY CONTRACT 25-07 SHEET 3 OF28 :D Lo N O N a Q MANHOLE VERTICAL CALCULATION FORMULA FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) FOR ALL STORM INLET MANHOLE RISERS DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) FOR ALL STORM MANHOLE RISERS 11.1, - , 1, 1. FRAME DEPTH MINUS ELEVATION OF BOX CULVERT (FIRAME & LID PROVIDED BY CITY OF OSHKOSH) T TOP FOR ALL STORM INLETS & INLET MANHOLES DEPTH=FLOW _ ELEVATION MINUS INVERT ELEVATION PLUS SUMP DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS O = ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.) 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 OR LATERAL IS LARGER THAN 6". EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP.) IP = TYPE D "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP.) *** UNLESS OTHERWISE NOTED ON PLAN*** SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP.) TYPICAL LATERAL CONNECTION NOTES 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND O CONNECT TO EXISTING SERVICE (TYP.) 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP.) 2 3 RELAY LIVE STORM LATERALS(6" TYP. OR AS SPECIFIED) TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS 3 MIN. (TYP.) 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE O REQUIRED TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP.) 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING O (ULO), PAID FOR UNDER BID TIEM #2914, #3890, #4950. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD CITY OF OSHKOSH, WISCONSIN -F— REVISIONS UTILITY SUMMARY - CONTRACT 25-07 CITY OF OSHKOSH, WISCONSIN TYPICAL STORM LATERAL INLET �� 5' TO 10' FROM STANDARD LIGHT DUTY 8" BACK OF WALK (NYLOPLAST - 0899CGSF)* **"NO DUMPING DRAINS TO WATERWAY" GRATE MARKER** DEPRESS GRATE 1" (MAXIMUM) FROM EXISTING GRADE REGRADE EXISTING SURFACE AS NEEDED FROM GRATE TO PROVIDE MOWABLE AREA — 2808AG DRAIN BASIN (NYLOPLAST)* STANDARD 5' HEIGHT _ STORM ,�_-- SEWER 6" PVC STORM SEWER LATERAL MAIN PLAN DESIGN INFORMAL IUN DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS * = OR APPROVED EQUAL PLAN REVISIONS SCALE IN FEET: 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION OF THE INLET AND STORM SEWER. 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL TO CITY GARAGE. 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 IN THE UNIT PRICE FOR CONCRETE WALK AND PAVEMENT. 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET 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 BACKFILLED WITH GRANULAR BACKFILL. 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 OTHERWISE. 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE, THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET CONSTRUCTION IF CONFLICTS EXIST. 9 CONTRACTOR TO INSTALL INSULATION OVERALL NEW/ EXISTING WATER MAIN AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE UNIT PRICE OF THE WATER MAIN. 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY FORECASTED RAIN EVENTS TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. DESCRIPTION DATE BY UTILITY SUMMARY ISSUED FOR CONSTRUCTION 01/14/2025 CITY CONTRACT 25-07 SHEET 4 OF 28 u W. 15TH AVENUE i I � P.P. r I P.P. - 60' R/W -'jl - IN RAMP - - - - - - - - - I - - - - - - - I I IN PAVT DIAMETER OF TREE PROP. 4° CONC. SIDEWALK 526 (TYP.) PROP. 6" H.E.S. CONC. - 36' F-F 12" CURB HEAD i i 542 TIE-IN REQ'D (TYP.) DWY TIE-IN REQ'D k I i�. SW TIE BARS EX. R.O.W. REQ'D ALONG SAWCUT REQ'D I 538 (TYPO ' REQ'D (TYP.) (TYP.) (TYP.) RADIUS (TYP.) I I PPROX. TURF ' REMOVE TREE EX. PROPERTY ' 532 (I.D.) (TYP.) ��IL 762.33 i j � tD IRON (TYP.) RESTORATION � � r. a I LIMITS (TYP.) PRESERVE EX. _ 762.82 ' Gr�N TREE (TYP.) I 546 .37.83 o 1 ASP 20'R •• 762.39- B"I2.5�J1\ I __ °8"l3' <°� -- 1 /\8 1.26 8 /2.5' - . _ --- 761.14 f 761.30 761 45 76 p 760.95 --�...761.21 - i _ _.. J .6�762.95 762.60 ' BEGIN CONC. LP F r i A%lI:IilL PAVTT STA 12+34.72 LP r\(r JA"�.1 HP +5( + 0 00 LL 14 00 +38.00 15100 17 00 _-. 0 13 00 761.87 w 761.53 761.27 PROP. 7 CONC, PAVT 761.46 761.62 761.77 761.54- '.70 763.11 762.92 762.33 , W/5 C AB.C. REQ'D _. -. ®� ---► 761.21 .___ 76095 (BID ITEM#1301)761.30 1 =. _ _ 3 762.60 : _-- . --_. 762.01 .::- ::. ___..761 55 ._ _ ::::_ w7T -- ° - - 2"/3.3�� . '4'i -.4' t l /- - • I - 10 /3 4 X74shI J. 762.as - � �- 1 r i �,ul�k i t: +37.52 S �� EX. FENCE + li ',i REMOVE AND 521 o I/ p 527 REPLACE EX. SW CURB J 547 TO REMAIN ' k �I CONC. STEP (TYP.) 523 ,I } REQ'D (TYP.) I PROP. ASP. I DISTANCE FROM " REMOVE 24" , I SURFACE LT W/ 6" 543 CURB AND B.O.C. (TYP.) SW TIE BARS 762.87 762.59 '... SW TIE BARS C.A.B.C. (TYP.) EX. RAILROAD TIES TO BE GUTTER (TYP.) I PROP. 6" CONC. DWY I REQ'D (TYP.) Ii REQ'D (TYP SAWCUT REQ'D (TYP.) I REMOVED, SALVAGED, AND APRON REQ'D (TYP.) I) 5' D.W.F. SIDEWALK REPLACED. COST SHALL BE BID ITEM 533 _ - - - - - - - PROP. 4" ASP. 2' X REMOVE EXISTING INCLUDED IN 537 I TRANSITION LT W/10" REQ'D (TYP.) REPLACE WITH 4" CONCRETE I 91370 TURF RESTORATION. C.A.B.0 REQ'D (TYP.) ,' ��_ _ - - - SIDEWALK (W THRU DRIVEWAYS) - - - - -- (TYP.) 763 762 761 760 759 12 763 762 761 760 759 1, 763 762 761 760 759 763 762 761 760 759 50 EX. SOUTH B.O.W. PROFILE PROP. SOUTH T.O.C. PROFILE E LL 763 �---'----+- ° n PROP.SOUTHFIPROFLE 763 62 762 0.309% 761 761 760 o u' -�--- 760 759 N 759 + m " n i LL13+50 14+00 14+50 15+00 15+50 16+00 16+50 12+30 12+50 13+00 H N DESCRIPTION DATE BY CONCRETE PAVING BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS ISSUED FOR CONSTRUCTION 01/14/2025 W. 15TH AVENUE NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY2024 OHIO STREET TO STA 16+50 DESIGN ENGINEER CS DESIGN ENGINEER BAM ° 20 40 CITY CONTRACT 25-07 SHEET 05 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY OF OSHKOSH, WISCONSIN NJ KLMUVt tAta I uvo � ��..�� • .--. WITH 4" CONCRETE SIDEWALK (6" THRU ^"� . "" •". PANT H.E.S. W/ 5" I I I IRO N 43 EX. LANDSCAPING DRIVEWAYS) (TYP.) ` SAWCUT k:.`,. /+'�' C.A.B.C. REQ'D (TYP.) i P.P. APPROX. TURF RESTORATION LIMITS BEHIND BOW TO /n r REQ'D Ae F'a:''T soe (BID ITEM #1303) 452 IN PANT REMAIN PROP. 6" GRAVEL DWY v (TYP.) ^bo• a I SW TIE BARS I I P'P I (TYP) 432 REQ'D (TYP.) = W 13 LF 30" 761.31 / REQ'D (TYP.) PROP. 4' CONC. SIDEWALK i IN APRON 442A REMOiE TREE (LD.) (TYP.) I 426 F 512 SW TIE BARS CURB AND GUTTER WI 760.52 I 12" CURB HEAD TIE-IN REQ'D (TYP.) I 446 I 442 } SW CURB REQ'D (TYP) REQ'D (TYP.) 760.63 I 2' TAPER TO RADIU ALONG r-, C- P P. 500 ASPHALT / (TYP.) RADIUS TYP. I ( SAWCUT c . READ (TYP.) r'_•_ I I C �. IN PkVIT//� 5 .I +78.31 �� 1 qV i(N CU61 CJ fig V/ 32 F-F 20R trill + (F'c\C1. 75 • • •,,��_ .._ ... • a 760.48 760.48A LP _- °8"/2-.4'"'\ �i • ° ° ° ° • '_-. - .. d.. "._ ;:� - a .. '8'/2.8' 8i "139•.8 8"./_2-.T _.. _-.._-o j1' 6 /3 8'12.8' 8" 2 JU 1 - 759.634"/2 _-.•-J.- . .._° •° 9' 760.426 -760.32 6 :--, - -•-,-760.OR 761.06 761.26 87 5 760.53 F (�B CL FOR +78.49 GB 21 00+000 LP 18. +06.51 +42A9 00 _ 19 0 W----o 20100 -N.--- 760.10 m 759.91 759.67 -. 0 759.50 759.3 22+05J +50 1700 - ____ _ _ _ - --� - 760.81 7 .69 760.58 760.50 PROP. 7 CONC, PAV'T 760.30 ..-_ - 761.31 761.54 761.07 W/5 CA.B.C. R EQ'D ITEM #1301) -� 759.63 759 35 -� - _ __- g 9.0 - - -=r _ JS"/3 LP 0.53 7fi 760.42 76032 (BID 760.09 --_ - - _ _759.86 -- __ _ - _ l rr� •- 761-,2s ..__ ::1 761.06 ._.__. - ::.� .. .. _._760.65 _--- ° _ .)S ° ° �,.�X? t 8"/3.8' t ® 5 r•.� , 1' 4'/4.7 l ` '� I I � �V -•. l��000i•® - k .I^ 6"/4 4 ° ... .' .. .., ° ,. .. a• •. 32'F-F "^ -. __ +06.42 /760.98 I 20'R t 1 R "- 760.79 760.76 4 53 , _, EX. R.O.W. � 1- - t_,ti � �..!5 I (TYP.) � REMOVE AND � 1. t • SAWCUT REQ'D (TYP.) y ;r' -- 17 LF 30" .1 h� -�- REMOVE 24" CURB AND 443 437 i REPLACE EX. CONC. STEP (TYP.) i. - , DISTANCE B.O.C. PRESERVE EX. 2' X 5' D W F X _- CURB AND 760.88 - SAWCUT REQ'D (TYP.) GUTTER (TYP.) 443A I PROP. I 427 `ROPM TREE (TYP.) R' (TYP.) GUTTER W/ 761.00 I I I SURFACELT.) 6" CE LT PRO­DWY 2' TAPER TO ,/ ASPHALT III 457 SW TIE BARS REQ'D (TYP.) ' PROP. 6" H.E.S. CONC. DWY TIE-IN REQ'D i O.A.B.C. (TYP.) DIAMETER OF447 „� I TREE (TYP.) APRON I I (TYP.) 433 REQ'D (TYP.) �e 761.68 0'� PROP. 4" ASP. _ A6^ TRANSITION LT W/10" I 433A C.A.B.0 REQ'D (TYP.) I i I I N !D N EX. NORTH B.O.W. PROFILE 762 --------- ----- --- _ ;I_� u LL- _ of I, p w u _.... PROP. NORTH FL PROFILE + M PROP. NORTH T.O.C. PROFILE N 61 762 - - - .387% r 1- •,�-<.^.>� ,�---.�- - _---,- - - - - - - �-- - - ---�----r t-�----'--- _ _ -L..r--- - -----r-- N 761 -0 462°70- 760 760 I __._ - _ �... --_ _ 759 759 - - i 758 19+50 20+00 20+50 21+00 21+50 22+00 758 17+50 18+00 18+50 19+00 16+50 17+00 EX. CL PROFILE h K u 1D ~ �� _.... � �. � � �... •+- of f °�+ m 762 762 --- - _ w O PROP. CL PROFILE itIt w u° 761 ------ rn O 761760 0.393%. -0.414 760 ------- - --------- 759 759 758 9+50 20+00 20+50 21+00 21+50 22+00 758 7+SO 18+00 18+50 19+00 16+50 17+00 N N PROFILE f9 PROP. SO PROFILE 7 62 EX SOUTH B.O.W. - u O J -UTH K n ----w im �__. 762 a SOUTH FL P PROP. ROFLE ° 61 _ - .387% 761 __-. 760 0 414% 760 1 759 759 I. I a58 19+50 20+00 20+50 21+00 21+50 22+00 SO758 17+ 18+00 18+50 19+00 16+50 17+00 DESCRIPTION I DATE I BY I CONCRETE PAVING BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS ISSUED FOR CONSTRUCTION 01/14/2025 W. 15TH "EN U E NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 STA 16+50 TO STA 22+00 DESIGN ENGINEER CS DESIGN ENGINEER BAM 20-. CITY CONTRACT 25-07 SHEET 06 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: -ao °- CITY OF OSHKOSH, WISCONSIN DIAMEI LK yr IKCC W. ` c 1 --^ AA 59�9; corv�� REQ'D (TYP.) urtly cvrr. �� (TYPJ I 1y°. ! ' P.P. EX. LANDSCAPING 346 ` DISTANCE EX. FENCE AND FROM B.O.C. LANDSCAPING I 1 SW TIE BARS REQ'D (TYP.) , _ 760 15 I� 356 ' FULL IN APRON DEPTH BEHIND BOW REMAIN TO I 338 (TYP) BEHIND BOW TO REMAIN SW CURB ' PROP. 4" CONC. SIDEWALK TIE-IN REQ'D (TYP.) I I 402 l= I 12" CURB HEAD SAWCUT ._ 1 �`• 352A 1 PROP. 6" HES P4APRON REQ'D (TYP.) I ! ' O ! } • e •- ° ° REQ'D REQ'D ALONG .L I (TYPRADIUS (TYP.) CONC. 352 I DWY TIE-IN I340 (TYP.) REQ'D TYP. ��P.P 1 422 IN PAV'T P•P` P 416 I � IN APRON a �'• I�- 412 406 1 760.05 760: +39.44 N20'R.Oi•; .__ _-. - lf •.. a 6 ( 1 L � p7);..". X18" /26 tR L '• --- - vv 4"/3.5' _. 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' 76 p 0 51 yo (TYP.) 1 I N O N n �M II n NORTH T.O.C. PROFILE 762 762 - _ u EX, NORTH B.O.W. PROFILE PROP. NORTH FL PROFILE w +i u w itPROP. 7 61 761 , --- - lL__ -- �-------- -- 760 - - ---1 - -0.675 760 0.388% _-... - 759 - - -- i 758 25+50 26+00 26+50 27+00 27+50 758 3 2 +00 24+50 23+50 24+00 25+00 22+00 22+50 N N I N 762 ! w 11 ~ O J w O 762 PROP. CL PROFILE _ _ - - 761 761 EX. CL PROFILE _ --- -------'---- - - - - - - - _ .-..-..----- _ - ---- -._--0.607% _ _ _-- - - 7 60 759 760 - -..-- ---- 759 7 58 25+50 26+00 26+50 27+00 27+50 758 23+00 23I50 24+00 24+50 25+00 22+00 22+50 N O p O k N p � o_._ ...._ __. __- .._ - - -- -_._ --- 762 762 - -- - --- -- ___--- --- --"--� PROP SOUTH FLPROFLE O EX. SOUTH B.O.W. PROFILE ice- _ .._--- _.__ .___- ---.. OP SO O.C. PROFILE O PROP. SOUTH -- - - - - 61 -- 761 760 - 1 760 0.388% 759 759 758 25+50 26+00 26+50 27 +00 27+50 758 23+50 24+00 24+50 25+00 22+00 22+50 23+00 DESCRIPTION DATE BY CONCRETE PAVING PLAN REVISIONS BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION ISSUED FOR CONSTRUCTION 01/14/2025 W. 15TH "EN U E NO. STATION DESCRIPTION ELE V. DESIGN DATE MAY 2024 STA 22+00 TO 27+50 DESIGN ENGINEER CS DESIGN ENGINEER BAM ° zo ao CITY CONTRACT 25-07 SHEET 07 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY OF OSHKOSH, WISCONSIN W. 15TH AVENUE '�'1 SAWCUT 1 �s I b' REO'D (TYPJ TIE BARS REMOVE EXISTING I � O s `,�c�' •s� SW SIDEWALK REPLACE 326 PROP. 6" CONC. 316A DWY APRON I //� PROP. 4" CONC. V/ I I'd 759.66 REO'D (TYP.) I WITH 4" CONCRETE SIDEWALK(6"THRU 332 I I 322 REO'D(TYP.j 316 P.P. I 312A I SIDEWALKTIE-IN W W I °.. _ i DRIVEWAYS) (TYP.) I REMOVEAND ' IN PAVT ' P.P. 312 I _ REO'D (TYP.) I Z W ° r • 336 PROP. 6" H.E.S. CONC. I REPLACE EX. CoNC. STEP (TYP.) 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REO'D 759.82 759.91 _ _ !-- _ -- - L I - 759.58 -i 759.36 758s7 758.82 ® ® BID ITEM0301) �--- ___, 75.59-_1 759.70 I 7 9.80 --- _ 5 _ _ - �--- ® 758.73 75 -�---- 59 04 - - -- .- 75 °,759.35 _____ - f1 :.75950 I � S ° I - h I'I I •� 8/4.2' © " `1 6 ' _ 758.50 - ��) •1 lX5 , ' ^ ` a 1m. `4/26' ° �/�� '`© f.. ®.. 11 ® I° ° Criss } yl _i.. `SIFT ' .ILA _ ° e _- Sr I' ... - _..ru. - - .-F A.,1.: +28.12 32'F-F i 7 59 j F}. +0 0R2 1 I 1 - - - - - - - - -- - - cnid --- _ _r<,.� •` COI'q �'ON - COpi - - ..., ;;)tv .1I - t, L.. -, r GII CIF: W'� l - �� 1 !-^,_ -:r 20' R 1 �° .79 �,a75948 769.48 Z _ ��J I 1 - 1 r K r.' ,- i 307 I-.. -! •1- -�. 257A I 253 - 337 II �� 331 �� SW CURB 317 REO'D (TYP.) I 313 �� I 307A I PRESERVE EX. j TREE I .�, e r"-� EX. LANDSCAPING t.;_) REMOVE TREE BEHIND BOW TO APPROX. TURF I SAWCUT I 323 I 313A Cl °¢; I ° REMAIN RESTORATION LIMITS REO'D (TYP.) I PROP. 4" ASP. ( I �h � SAWCUT (I•D.) (TYP.) I (TYP.) ' EX. LANDSCAPING I I SURFACE LT W/ 6" PROP. 7" CONC. PAVT ' ° REO'D (TYP.j DISTANCE I 327 I BEHIND BOW TO REMAIN REMOVE 24" CURB AND C.A.B.C. (TYP.) GUTTER(TYPJ H.E.S. W/ 5" C.A.B.C. REO'D (TYP.) (BID ITEM #1303) I° . sy 759.94 �1T_ I-1"DOWEL BARS FROM B.O.C. I I I I I yo° i °o REQ'D @15" C-C (TYP.) (TYP.) I I I DIAMETER OF TREE ! P 1 I (TYP.) ,UCjl-h. Nm o W 1 III w r _LL-- --- °w 61 0 --- ----- PROP. NORTH T.O.C. PROFILE ---- PROP. NORTH FL PROFILE ---- - - - - - - - - - - EX. NORTH B.O.W. PROFILE 60 761 N I -- - - - II � 760 759 759 - - 758 758 757 I 30+50 31+00 31+50 32+00 32+50 33+00 757 28+50 29+00 29+50 30+00 27+50 28+00 oii ° w o o w I 761 o I �...... _. PROP. CL PROFILE _ + m 761 1- ad N.� u rr EX, CL PROFILE - - - - -- ---_ - -- - - - - - - 760 760 I ---- - - - - - - - - - -'- - - --0'30 - - -- - - - ' _ - -- ---- _ - - -__ 759 759 -- _ _ _- _ -- __-- 758 758 __... - - - 757 30+50 31+00 31+50 32+00 32+50 33+00 757 28+ 50 + 29+50 29 00 30+00 °D 27+50 28+010 m vt O1 ti K t` II O S. ... PROP. SOUTH T.O.C. PROFILE I O� u W LL PROP. SOUTH FL _w LL 61 761 �. EX. SOUTH B.O.W. PROFILE _ - - - - J - - -- -- -- _._ -- -- --- -_ _- _ - �.. n .... - 60 _.r - 760--_�..-F 0.309%.. 759 759 I _ i _ _ - --1 - - 758 758 -- - - - 757 30+50 31+00 31+50 32+00 32+50 33+00 757 28+50 29+00 29+50 30+00 27+50 28+00 DATE BY CONCRETE PAVING PLAN REVISIONS DESCRIPTION BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION ISSUED FOR CONSTRUCTION 01114/2025 W. 15TH "EN U E NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 STA 27+50 TO STA 33+00 DESIGN ENGINEER CS DESIGN ENGINEER BAM 2=40 CITY CONTRACT 25-07 SHEET 08 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° �- CITY OF OSHKOSH, WISCONSIN 1 I I REPLACE WITH 4" CONCRETE I I I SIDEWALK (6" THRU DRIVEWAYS) 1 PRODWY _ (TYP.)-�1 1 EX. PAVER BLOCKS TO BE REMOVED. CONCRETE I W. 15T H AVENUE TIE-IN REQ'D (TYP.) SHALL BE USED IN p p 204 REPLACEMENT. REMOVAL I I DIAMETER I IN PAV'T SHALL BE INCIDENTAL TO PROJECT. 246 ' C� APPROX. TURF 1 RESTORATION LIMITS r P-32 DISTANCE ' 222 OF TREE 1 FROM B.O.C. I (TYP.) I (TYP) 1 PROP. C ASP. SURFACE LT W/ 6" C.A.B.C. (TYP.) P.P. AV'T 24 C4 IN P r2 ( I (TYP.) a .-, 1 EX. R.O.W. 216 I --- SAWCUT ��la)II' L TO REMAI REQ'D (TYP.) ASP uj II� 10 ° FULL DEPTH 8"/2.5' ., �x 12"/3.2' ._... ._ _ __ -_ - - 757.40 --- 7 7. SAWCUT 1 - _....... 5 19 ._ 758.18 75B.00 757.70 i ._ REQ'D (fYP.) - 759.3s 759.14► __.: __. 758.53 -� _ 758.92 758 70 ® ,;. 1 - k f i,% GB o END CONC. LP OOOPAV'TSTA ®® a 36 OO u. +5000 3� a0 a �- 37 +85.73 33+00 00 34 00 +5000 ___.___.... __ . ------___35 00___.._.._... _ . -- � - ----- _ - - _ - 0 m 758.50 PROP.7"C0�11 - � 758.67 NC, PAVT 756.32 757.77 757.5738 I - -- - 759.68 759.46 759.24 O W/5" C A B C. REQ'D ITEM #1301) 758.00 35 - __ II -- 53 -� a 758 35 (BID 758.18 ,, - _ - - -- - 1.25" DOWEL 759.36 , -_ 759.14 __._- 758 _._.. 758.92 ___ :,,_.- __ :- , -- 1 -.10"/.� -, "l3 8' a /2.7 6"/3 957. 8 /4 5 X\ \ 2 i • .I BARS REQ'D °. ui ,,or, 1,1, �;G 1 NU'J I x ?Id U� 1 _ f..i 1:.1;1f_IEk� L li o SW TIE BARS 223 217 SAWCUT " CURB AND TO .. _ 247 , 237 I \ REQ'D (TYP.) 227 I 219 REQ'D (TYP.) REMOVE 24 GUTTER (TYP.) ( .� REMOVE EX. PROP. 6" GRAVEI DWY I 247A I i 243 PROP. 6" CONC. TREE STUMP EX. BRICK RETAINING REMOVE TREE PROP. 4" CONC. SIDEWALK DWY APRON REQ'D (TYP.) � i 233 i SW CURB WALL TO BE REMOVED, (i'D') (TYP') TIE-IN REQ'D (TYP.) REQ'D (TYP.) _ I EX. LANDSCAPING REQ'D (TYP.) TYP. SALVAGED, AND �+ REMOVE AND BEHIND BOW TO I PRESERVE EX. REPLACED. COST TREE (TYP.) BE INCLUDED IN SHALL BID EX. FENCE TO REMAIN REMAIN REPLACE EX. I I I ITEM #1370 TURF - -. _ - - - - - - - - - - - - - - - - - -1 CONC. STEP (TYP.) 1 RESTORATION. ' 0 o 0 n EX. NORTH B.O.W. PROFILE oo 11 T m n n 60 760 --- PROP. NORTH FL PROFILE _ N J PROP NORTH T.O.C. PROFILE u r 759 - 759 0.350% ! - - - ---.-.._..�__.,...-------_----�__ -_ 758 758 --- --_.__ ._._--- -- 757 757 j 756 ! 35+50 36+00 36+50 37+00 37+50 38+00 38+50 756 33+00 33+50 34+0D 34+50 35+00 + N + � O O � m HJ N ,n N + m f7 n 760 In 0 EX. CL PROFILE u 760 - - 0440% - - I PROP. CL PROFILE N U n n. a 759 759 _..... I _. ---0.553%r---._. _.. 758 758 _. _.. I _ 757 757 756 35+50 36+00 36+50 37+00 37+50 38+00 38+50 756 33+50 34+00 34+SOo 35+00 33+00 y 0 0 / it n EX. SOUTH B.O.W. PROFILE + m m `O n �* 760 PROP. SOUTH FL PROFLE 760 -- ---t. _ N ..._ PROP. SOUTH T.O.C. PROFILE __.... _ _.._ ti ---1_ 759 -0.440% 759 -0.656% -__ - 758 _ 758 757 757 - it 756 35+50 36+00 36+50 37+00 37+50 38+00 38+50 756 33+50 34+00 34+50 35+00 33+00 PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION ISSUED FOR CONSTRUCTION 01/14/2025 W. 15TH "ENU E NO. STATION DESCRIPTION ELEV. DESIGN DATE MAY 2024 DESIGN ENGINEER cs STA 33+00 TO OREGON STREET DESIGN ENGINEER BAM zo ao CITY CONTRACT 25-07 SHEET 09 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° CITY OF OSHKOSH, WISCONSIN --=------ ------ p I M � ISO O O I III S.C. 3337. - II L(� Fl- _ - - - - - - - - - - - - - - - - 3 la M � o 11�+00 o� S.C. 3+91.1 (TV) --{' IP 3 4" LEAD - - - - - - - - S.C�+D9(TV) 6M #1 764.71 o 0 0 ] o 3/4" LEADS S.C. 0+16.3 (N)- STORM INL MH I ' VIA) S-21 STA. 12+17A2, 48.7' LT RIM=762.26 2V(N)=758.15 DEPTH=3.36' STORM INLET 1.2 STA. 14+32.00. 16.V RT RIM=760.99 12'(E)=757.99 SUMP=1.59 DEPTH4.50' STORM INLET 1.1 STA. 14+32.00. 16.9 LT RIM=760.99 12'(E)=757.99 SUMP=1.50' DEPTH=4.50' 3 STORM INLET 1.4 N STA. 14+38.00, 16.0' RT N RIM=760.95 N 12°(N)=757.95 12'(W)=757.95 n SUMP=1.50' DEPTH=4.50' 7 STORM INLET 1.3 STA. 14+31 .00, 16.0' LT RIM=760.95 12'(S)=757.95 12-(W)=757.95 SUMP=1.50' DEPTH=4.50' J J c 0 NO. ST � 1 1 2 1 0 0 o, 0 763 762 761 760 759 758 757 756 755 754 753 752 75' 75t _ I I -T ST S500ry_ IIP 5375 ! N M GAs m\ LINE o+M N U I n ',I o U I I Vi O V) ui --------------1-------- IL I 1d n / I S(ABAN. A �w 0.00 ST r' 50.00' ST I _ I a CAaEru 533 I o 215 + + 523 + � M p N� U M 0+ V U U N U I N TYP. D In I (n vi IN I I BURIED I I ELECTRIC I I 15+00 15+50 16+00 50 12+00 12+50 13+00 13+�U S, -_ -----__-_ EX. CL _ L�w- PROP. CL S-20 - ------ i -- s-2 STORM MH (5' DIA) S-22 -.. STA. 14+38.00, 8.0' LT -----"'--."_� RIM=761.1, - --`------ --- --- ._. ------------- -__ _.---.. 36'(E)=755.07 - 12(N)=757.87 _. ..... _... .. I• _.. 12:(S)=757.71 _ DEPTH=5.29' / -- - n • ..• ..,- _._ - 221.0 L.F. 30" STO, @ 0.50% - - { / - /367.1 L.F. 3 TO. ° Cad 0.20 /° B-38 • . '".T .•;•'PROP.B"VIIMRELAY-=-�-�-F'..-T--�'.•,•.',• ' D1 ' t '•'.:•'.:PROP' 8" WM RELAY STORM MH (5' DIA) S-21) ',- ' •' ' '' ' STA. 12+17.04, 8.2' LT RIM=762.8a ._ - 277.5 L.F. 8" SAN. @ 0.45% - 30"(E)=756.19 _..___ _____ _ - -��------21'(S)=758.27 SANIDEPTH=5.90' STA 1RIM=7 , SANITARY MH S-2 _ _.. 8'(E)=754.33 STA 15+,2.00, 0.0' T _..... DEPTH=7.86' - - - - - _.. RIM=761.50 8'(E)=753.08 _ DEPTH=7.6T ... I 13+50 14+00 14 1 50 15+00 15+50 16- 11+50 12+00 BENCH MARKS - USGS NAVD 88 DATUM DESCRIPTION 'PIKE ON POWER POLE D�1503 OHIO STF BOLT ON HYDRANT (DO 538 W. 15TH AVEN CITY OF OSHKOSH, WISCONSIN 763 762 761 760 759 758 757 756 755 754 SS ST TYP.O3 � �j 4- J -� t,J o I^ o 3 vi I � - - - - - - - - - - - - - - i I P-3 = 6.0 L.F. 12' STO. @ 0.67% P-4 = 8.0 L.F. 12" STO. @ 1.00% P-5 = 24.0 L.F. 12" STO. @ 1.00% P-6 = 6.0 L.F. 12" STO. @ 0.67 % WATER MAIN FITTING SCHEDULE V-1 = 6" VALVE STA=11+92.2, 10.0' RT T-1 = 6" x 6' TEE STA.-11+92.3, 8.0' RT V-3 = BIVALVE STA=11+92.4, 5.4' RT 8-37 = 6" 45° BEND STA =12+03.7, 8.0' RT 8-38 = 6" 45' BEND STA: 12+05.8, 80 RT R-6 = 8" x 6" REDUCER STA.=12+08.1, 8.0' RT V-2 = 8" VALVE STA=12+39.6, 8.0' RT T-12 = 8"x6" TEE STA =12+41.9, 8.0' RT V-32 = 6" VALVE STA=12+41.9, 10.2' RT H-7 = HYDRANT STA =12+41.9, 23.7' RT V-31 = 8" VALVE STA=12+44A, 8D' RT D-1 = DEFLECT STA.=14+45.8, 8.0' RT 753 STA. 8" W.M. EL. (TOP) 752 12+08.1 (R-6) 756.11 12+39.6 (V-2) 756A 1 12+41.9 (T-12) 756.11 751 12-44.4 (V-31) 756.09 14+45.8 (D-1) 754.94 750 00 MAIN CONNECTIONS is JV •V VV CO-1= CONN. EX. 6'WM TO PROP. 6"WM CO-2 = CONN. EX. 21" STO. TO PROP. 21" STO. @ 758.2t CO-3 = CONN. EX. 21" STO. TO PROP. 21" STO. @ 758.3t CO-4 = CONN. EX. 6' WM TO PROP. 6" WM CO.23 = CONN. PROP. WEAN. TO EX. MH 13-169 @ 754.5t CO.24 = CONN. PROP. WEAK TO EX. WEAN @ 754.4t PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION I DATE I BY SANITARY, STORM, & WATER MAIN DESIGN DATE JUNE2024 ISSUED FOR CONSTRUCTION 14/20251 1 WEST 15TH AVENUE DESIGN ENGINEER MWN FROM OHIO ST. TO STA. 16+00 DESIGN ENGINEER CMC SCALE IN FEET: 4'0 CITY CONTRACT 25-07 SHEET 10 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS Q I F- W I I I I CASING PIPE TO BE INSTAt}ILLLED FOR ALL SERVICE CROSSING OF TIDE LARGE DIAMETER WEST 15T H AVENUE UJ STORM SEWER ON W. 15Tji AVENUE STORM i 436A c I BIED 12 . C- Iw 4 I �... F +n IP I42a� 0 !_ I LIL.-'US.o I V 112 P-123 S-24 � P-t4 TYP 50. 0' -rn0 1L.-6 - 0' vi In 50.0 - 50 0ST 5U' STo ST (i�=CAMEP,�'l TR 50.00' ST100.00 •:. ;;N:; + ST _ _ 50'N ST S IO LO - PUSH o & IP CAMERA P-16 - S (ABAN _ e 0.00 SULO- 50.00' w USH i O op CAMERA 533 ...� U) d I � M + + ti O I U N I I SANITARY MH S-10 S STA. 18+g2.37, 58.7' RT ST RIM=761.44 RI 8'(N)=751.89 12 12°(S)=754.15 S DEPTH=8.89 D STORM MH (6' OIA) 5.24 ST STA. 18+52.58, 39.4 LT S RIM=760.60 RI 12 1 24"x38"(S)=754.30 12 12°(W)--757.22 S 12"(E)=757.42 0 18'(N)=757.00 - DEPTH=5.55' S STORM MH (4' DIA) 5.25 S RI STA. 18+53.15, 43.6' RT 1 RIM=760.95 1 18°(N)=754.61 S 15°(S)=757.50 D 12°(W)=757.56 12(E)=757.78 S 3 DEPTH=5.59' g D STORM INLET 1.5 R 1 STA. 17+99,07, 16 V LT S 0) RIM=760.68 c 12"(E)=757.68 /) SUMP=1.50' DEPTH=4.50' T +-' STORM INLET 1-6 �. STA. 17+99.07, 16.V RT I D RIM =760.68 12'(E)=757.68 SUMP=1.50' DEPTH=4.50' STORM INLET 1.7 STA. 18+05.07, 16.9 LT RIM=760.66 12'(W)=757.66 12°(S)=757.66 SUMP=1.50' DEPTH=4.50' J STORM INLET 1•8 J STA, 18+05.07, 16.0' RT RIM=760.66 7 0 330.5 L.F. B" SAN. @ 0,45 ,. ISS-(A8AN.)-1'SS Ty ST 175.00' ,(;; t _. ST \ I _ O '\ a0 a o Of cAs t o Ih 0 521 t ! `� o LINE U `r -I U �,J O + M \ + +mot 523 51.,-` -1 0 o O N\ O U o CONTRACTOR TO VERIFY THERE IS NO V1 TYP. 3O i ACTIVE LATERALS ON THE 8" CMP i I - - _ _ - _ - - - _ _ _ - _ - - - _ - -- - - - - - - - - - I I I S.C. 0+57.2 (TV) -! TORM INLET 1.9 A. 18+26.38, 49.5' RT M=760.94 '(N)=757.94 UMP=1.50' EPTH=4.5V Ito OI'M INLET - TA. 78+26.40, 43.5' RT UMP=1.59 2'(E)=757.48 2'(N)=757A8 DEPTH=4.5U 16 M=760.83 °(S)=757.83 '(E)=757.83 762 EPTH=4.50' TORM INLET 1.11 761 TA 18+26.58, 39.5' LT M=760.48 760 UMP=1.50' EPTH=4.59 759 TORM INLET 1.12 TA. 18+26.59.45.5' LT 758 IM=760.58 2'(S)=757.58 UMP=1.50' 757 STORM INLET 1.13 756 .TA . 18+58.38, 49.6' RT RIM=760.86 2'(N)=757.86 755 SUMP=1.50, DEPTH=4.50' STORM INLET 1.14 754 STA 18+58.40, 43.6' RT RIM=760.83 753 12°(S)=757.83 12'(W)=757.83 SUMP=1.50' 752 DEPTH=4.50' STORM INLET 1.15 STA. 1S., 39.4' L 8+58.T 751 RIM=760.48 12°(W)=757.48 12'(N)=757.48 75C SUMP=1.59 1 .1 L.F. 38"x6O" STO. @ 0.30 % o 50.00' TYP. 2 5 .00' sr N I I U I U N I N I I ( I I IF+5n EX. CL PROP. CL J V -- ---- - - V.q __ V-6 I S 26 S-23 S-3 STORM MH (5' DIA) S•23- - r. STORM MH (e' [ STA. 18+05.1,7. 8.0' LT •' STA. 60.6038, 8.0 - RIM 38-x60'(E)0 °--- RIM-760.74 I 36'(W)=754.34 .____- _._ _. - ___ 36°(W)=754.24 36"(E)--754.34 - p 18'(S)=754.25 12-(N)=757.58 24"x38'(N)=754.25 12'(S)=757.42 - •' I DEPTH=5.60' DEPTH=5.65' / SANITARY MH S-3 STA. 18+42.4% 0.0' T RIM=760.70 8"(E)=751.59 1B+SO 8'(W)=751.59 8"(S)=751.59 12 (N)-75 .66 66 DEPTH=4.50' DEPTH=8.39 _ SUMP=1.50' STORM INLET 1.16 DEPTH=4.5U STA. 18+58.59, 45.4' LT RIM=760.51 12'(S)=757.51 SUMP=1.50' c DEPTH=4.5U BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS ATION DESCRIPTION EIEV. DESIGN DATE DUNE 2024 DESIGN ENGINEER MWN q 18+76 NW BOLT ON HYDRANT 15TH AVE. � MICHIGAN ST. 762.94 L DESIGN ENGINEER CMC 0 1 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: Q)0) CITY OF OSHKOSH, WISCONSIN / /341.1 L.F. 19+00 19+50 00 A 0.40q PROP. B" WM _ ST 50.00 50.0 ST \ ++ 437 I i I ti I 443A I SOS yj N I i I I I I i I I I I I PIPE SEGMENTS P-7 = 6.0 L.F. 12"STO. @ 0.33 % PAS = 31.4 L.F. 24"x38" STO. @ 0.15 % P-8 = 8.0 L.F. 12° STO. @ 1.00% P-17 = 58.7 L.F. 8" SAN. @ 0.50% P-9 = 24.0 L.F. 12' STO. @ 1.00% P-18 = 51.6 L.F. I STO. @ 0.70% P-10 = 6.0 L.F. 12" STO. @ 0.33% P-19 = 6.0 L.F. 12" STO. @ 1.83% P-11 = 48.3 L.F. 36" STO. @ 0.20% P-20 = 26.7 L.F. 12' STO. @ 1.00% P-12 = 6.0 L.F. 12" STO. @ 1.67% P-21 = 6.0 L.F. 12" STO. @ 0.50% 20+00 P-13 = 26.0 L.F. 12" STO. @ 1.00% P-22 = 5.3 L.F. 12" STO. @ 1.00% 23 = PROP 6° WM RELAY P-14 = 6.0 L.F. 12 STO. @ 0.50% P- - P-15 = 6.0 L.F. 12- STO. @ 1.00% 762 WATER MAIN FITTING SCHEDULE 761 H-1 = HYDRANT STA =18+19.2, 35.3' RT V-7 - 6" VALVE STA =18+32.2, 35.3' RT 760 V-4 = 8' VALVE STA =18+32.8, 8.0' RT T-3 = 8' X 6" TEE STA =18+34.4, 35.3' RT 759 R-3 = B' X 6" REDUCER STA=18+34.4, 40.1' RT V-8 = 6" VALVE STA.=18+34.4, 41.3' RT B-9 = 6' 45' BEND STA =18+34.4, 42.6' RT 758 T-2 = 8" X 8" TEE STA=18+34.5, 8.0' RT V-5 = 8' VALVE STA =18+34,5, 9.8' RT 757 V.6 = 8" VALVE STA.=18+36.2, 8.0' RT B-33 = 8' 45' BEND STA=18+47.3, 8.Y RT B-34 = 8° 45` BEND STA=18+48.9, 8.0' RT 756 8.10 = 6' 45' BEND STA =18+53.1, 57.0' RT B-35 = 8' 45° BEND STA =18+59.7, 8.9 RT 755 0-36 = 8' 45" BEND STA=18+61.4, 8.0' RT STA. 8" W.M. EL. (TOP) 754 18+32.8(V-4) 754.15 753 18+34.5 (T-2) 754.14 18+36.2 (V-6) 764.13 18+47.3 (B-33) 754.13 752 18+48.9 (B-34) 752.83 18+59.7 (B-35) 752.83 751 18+61.4 (B-36) 754.04 750 .00 MAIN CONNECTIONS CO-5 = CONN. EX. 18" STO. TO PROP. 18' STO. @ 757.0t CO.6 = CONN. EX. 12" SAN. TO PROP. 12' SAN. @ 754.2m C0 .7 = CONN. EX. 5" WM TO PROP. 6' VYM CO.S = CONN. EX. 15" STO. TO PROP. 15' STO. @ 759.6m DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN FOR CONSTRUCTION 01/1412025 WEST 15TH AVENUE FROM STA. 16+00 TO STA. 20+00 40 CITY CONTRACT 25-07 SHEET 11 OF 28 I I I � I I n 0 456 50.00 --�� � i50.004T Ii .1 L.F. 39"x60'! 3TO. @ _L-I0..1. ... __. -_. 011 F 500'� SQ.00� I I 457 I 453 + N c{ I 6 I 1 I I I I STORM INLET I.17 STA. 21+88.51, t6.0' RT RIM=759.03 12'(E)=756.03 SUMP=1.5v DEPTH=4.59 STORM INLET 1-18 STA. 21+94.51, 16.0' RT RIM=759.00 12"(W)=756.00 12"(N)=756.00 SUMP=1.50, DEPTH=4.50' STORM INLET 1.19 STA. 21+94.51, /6.0' LT IT RIM=759.00 312"(E)=756.00 D 12'(S)=756.00 N SUMP=1.50' N DEPTH=4.5V N 1 n T STORM INLET 1.20 STA. 22+00,51, 16.0' LT +� RIM=759.02 D 12"(W)=756.02 SUMP=1.59 DEPTH=4.50' J J t c c O ' BENCH MARKS - 0 NO. STATION DE: N 3 18+76 NW BOLT ON HYDRANT 0 CITY OF OSHKOSH, WISCONSIN i ICASING WEST 15T H AVENUE I PIPE TO BE I SERVICE CROSS NG OF THEGE DIAMETER STORM SEWER ON W. I5TH AVENUE S.S.C. 0+55.2 (TV o. 1 ULO-PUSH CAMEPA CO-9 1 C Z I 442AI >>O oO ' o 2 2 4 4 412 + I + 406 I 402 0 P- 4' 46 42 + o C42 oN + +0 S.C. ) 0. +2�550. .5- _S O �n" I �it' �r,...�'"-"5;.0.': _cn ccn -• 50.0 .00' I' _.N 1 2-._19 �aa�N 50.00 IIiI _�-}rl, {n,' ST { 0'�" m 50.0 ST 50.00 .�_' ,:.,---_-c� ...CPo � -Ii S! -. P-25 - - - - - - - - - - - - - - - - - - _. - 4"j-- Willi- W3189 LF. 38"x60" 5T0. Q 0.30%� _ _ _ _ _ _ _ _ _I 21±db W N. @ 0.40% -SSv - -- - -_ L.F. 8" SAN. @ 0.40 % - t4P-30 _ ----- - 11 V•10 PROP. e" WM RELAY PROP 8" WM RELAY 77 ._ _.`. _. __. 1-p2R iP 50 50. 50.00' o I 50 00 I tcl TYPTY2 2 1 P5 3P550.0o+ +0\+ + +4123�s 3P - -_ 36 421 7 8CI-�t o 437+ 433 +407A427 d 421A� O u'l44� ti cACO-12 ui ui LINE S.S.C. 0+32.2 (TV)UO443A 3 I ' I ' I I I I I I Ili I I` ;I I I I I I ' PIPE SEGMENTS 760 759 758 757 756 755 754 753 752 75: 751 74' 20+00 20+SU DEPTH=8.39' PLAN DESIGN INFORMAI lOry DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS 23+00 23+50 24+00 760 759 758 757 756 755 754 753 752 751 750 749 r00 P-26 = 24.0 L.F. 12" STO. @ 1.00% P.27 = 6.0 L.F. 12' STO. @ 0.49% WATER MAIN FITTING SCHEDULE D-4 = DEFLECT STA =22+00.0, 8.0' RT V.9 = 8" VALVE STA=22+63.6, 8.0' RT T.4 = 8" X 6" TEE STA=22+66.0, 8.0' RT H-2 = HYDRANT STA=22+66.0, 21.6' RT V.11 = 6" VALVE STA=22+65.0, SORT V.10 = 8" VALVE STA=22+68.5, 8.0' RT STA. 8" W.M. EL. (TOP) 22+00.0 (D-4) 752,95 22+63.6 (V-9) 752.92 22+66.0 (T4) 752,92 22+68.5 (V-10) 752.93 PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN ISSUED FOR CONSTRUCTION 01/1412025 WEST 15TH AVENUE FROM STA. 20+00 TO STA. 24+00 0 20 40 CITY CONTRACT 25-07 SHEET 12 OF 28 SCALE IN FEET: D I , I t � t z 416 ­6 1 412 NSA+ ± J I 50.00 I {L1 S.S.C. 0+86.0 (TV) WEST 15TH AVENUE I I � I S.S.C. 0+55.2 (N �� I � N g I z 1 1 _ 338 w� Z t I Coa 402 0 CO-9 CO-10 -t B-16 j_� A _� 0 �a 356 +' 352A I co 352 - ;l I N �� a`f Iri 340 �+ + omo 406 Q--v N t rg -28 N ' Ty a � " YPz vII U C.,0+�5.5 (N) M II SD.50 00. 7S-30 STS - �N.Il50.1001'' ST . i P-29 I e - 11 B-14 3 b i ) - Il 12L F.OF 78'CASINO I'll ELL 8-13 112 LF.OF 20' CASING PIPE - - _.. _ - - - - - - 1 ki OVE _--- i _ 261 6 L F. 48" - - - - - - - - W318.9 L.F. 38"x60" STO. W 0,30%' - _ _ _ _ _ _ _ _ _ _ _ _ _ B-12 '5 0' S-5 5-29 S-5 _ ._.. 284.5 L.F. B" @ SAN. 0.50 -- ROP 331.7 L.F.L.F.B SAN.@0.40% 3AN.) S- V-12 V-13 B-30 B-31 V-i6 _ _ _ _ - -- �Y 0" WM R I I - ' t t .__ -. - .. .._ - __. - - :F•-> [P aovel -762.82� A I 5 .0 5T ST II 50.00, � ST - � eM - I 0 t_ -- - HT 1 50.00 1 iP o I I 50,00 PBsz Iza P o I t IN \ O o.• I-22 �D. t I NtIt ± 343347 o i F53 ci 407 6 N 43 P36 Ov41�B-18 AS ati 4�07A FINE m N CO-12 cV� CO-13 I t I I t S.S.C. 0+32.2 (TV)II I .. 3 t -EXISTINGSTORM LATERAL OFFOF IOWVA STREET' O I I I t I I t I III I I I I t tl I I STORM MH (5' OIA) S•28 STORM INLET I.24 STA. 25+13.42, 41.6' RT STA- 25+1EI 41.6' RT RIM=759,94 RIM=759.82 12"(W)=756.82 3W(N)=753.88 12°(W)=756.56 12"(S)=756.82 1Y(E)-756.76 SUMP=1.50' 18"(S)=756.40 DEPTH=4.50' DEPTH=5.31' STORM INLET 1-25 STA 27+75.00, 16.0' LT STORM MH (4' DIA) 5.30 RIM=758.50 12'(E)=755.50 STA. 25+13.73, 40,0' LT 12'(S)=755.50 RIM=760.15 SUMP=1.50' 21"(N)=755.94 DEPTH=4.59 DEPTH=3.45' STORM INLET 1.26 STORM INLET 1.21 STA. 27+75.00, 16.0' RT STA. A+87.38, 47.6' RT RIM=)=756. 12M1(E)=755.50 12'(N)=755.50 SUMP=1.59 SUMP=1.50' DEPTH=4.50' DEPTH=4.59 STORM INLET 1.22 STORM INLET I.27 STA. 24+87.40. 41. , RT STA 27+81.00, 16.0' LT RIM=759.82 RIM=758.52 12' (E)=756.82 12"(W)=755.52 12-(S)=756.62 SUMP=1.50' SUMP=1.59 DEPTH=4.50' DEPTH=4.50' STORM INLET 1.23 STORM INLET I.28 STA. 25+19.35, 47.6' RT STA. 27+81.00, 16.0' RT RIM=759.86 RIM=758.52 12'(N)=756.86 12-(W)=755.52 SUMP=1.50' SUMP=1.50' DEPTH=4.59 DEPTH=4.50' MAIN CONNECTIONS CO.9 = CONN. EX. 21" STO. TO PROP- 21" STO. @ 755.81 CO-10 = CONN. EX. 12' WM TO PROP. 12" WM C0.11 = CONN. EX. 10' SAN. TO PROP. 10' SAN. @ 748.72 CO.12 = CONN. EX. 18" STO. TO PROP, 18' STO. @ 756.5t CO.13 = CONN. EX. 12" WM TO PROP. 12" WM 24 760 759 758 757 756 755 754 753 752 75'. 751 74' 74 74 24+00 CITY OF OSHKOSH, WISCONSIN c" ''1 __ -- DEPTH=10.79' PLAN DESIGN INFORMATION PLAN REVISIONS DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN EEEEE DESIGN ENGINEER CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 27+00 DESCRIPTION ISSUED FOR CONSTF CASING PIPE TO BE INSTALItED FOR ALL I SERVICE CROSSING OF THE LARGE DIAMETER I STORM SEWER ON W. 15TH /1VENUE t z I i z o o . IF 332 t N 328 t + f+] J N S r )I d- to cn 50;90( .. 5. _. 5T 111 --- HA I ST 50.00' 0 50.00,,EIt q ----- 331 327 "� I N yl V 1 v t I t t U w U U t N I V I I t t ' t t t I PIPE SEGMENTS P.28 = PROP 12' WM RELAY P-35 = PROP 12' WM RELAY P-29 = 38.8 L.F. WSW @ 0.30% P-36 = 25.0 L.F. 18" STO. @ 0.45% P-30 = 49,6 L.F. 30' STO. @ 0.26% P-37 = 6.0 L.F. 12" STO. @ 0,33% 28+00 P-31 = 6.0 L.F. 12" STO. @ 0,83 % P-38 - 8.0 L.F. 12" STO. @ 1.00% 27+50 P-32 = 26.0 L.F. 12- STO. @ 1.00% P-39 = 24.0 L.F. 12' STO, @ 1.00% P-33 = 6.0 L.F. 12" STO. @ 1.00% P-40 = 6.0 L.F. 12" STO. @ 0.33% P-34 = 6.0 L.F. 12" STO. @ 0,67% ---------..--..-.._._ 760 WATER MAIN FITTING STORM MH (I DIA) S-31 S 31 759 SCHEDULE STA. 27+75.00, 8.0' LT 758 V-12 = 8" VALVE STA=24+91.9, 8.0' RT RIM=758.66 B47 = 12" 45' BEND STA=24+95.3, 45.3' RT 54'(E)=751.22 B-15 = 12" 45' BEND STA =24+95.4, 37.9 LT 48"(W)=751.22 ----.12"(S)=755.26 --_------- --"" 757 B-14= 12"45°SEND STA=24+95.4,24.9'LT 12"(N)--755.42 S-13 = 12" 45' BEND STA-=24+95.4, 19.0 LT DEPTH 6.69' 756 B-12 = 12" 45° BEND STA=24+95.4, 2.6' LT B•11 = 12" 45° BEND STA.=24+95.4, 1.6' RT V-15 = 12" VALVE STA =24+95.4, 5.0 RT 755 C-1 = 12" X 8" CROSS STA=24+95.4, 8.0' RT V-14 = 12VALVE STA=24+95.4, 11.3' RT 754 V-13 = 8" VALVE STA=24+99.2, 8.0' RT 0•29 = 8' 45° BEND STA.=25+06.8, 8.0 RT B-30 = B.45° BEND STA=25+08.3, 8.0' RT _ 753 8.18 = 12" 45° BEND STA =25+17.3, 67.8' RT • b;•�i'p. ,• .' .' .' .' •.' • •' • •'' B-16= 12'45°BEND STA=25+17.8,57.0'LT 752 B-31 = 8' 45' BEND STA=25+18.8, 8.9 RT 8-32 = 8" 45' BEND STA=25+20.9, 8.0' RT T-6 = 8" X 6" TEE STA=25+51.2, 8.0' RT 751 VA6 = 6' VALVE STA =25+51.2, 10.3' RT H-3 = HYDRANT STA =25+51.3, 23.2' RT 750 VAT = 8' VALVE STA=25+53.7, 8.0' RT 749 STA. 8" W.M. EL. (TOP) 748 24+91.9 (V-12) 753.68 24+95.4 (C-1) 753.69 747 24+99.2 (V-13) 753.69 27+SD 28+00 25+06.8 (B-29) 753.68 25+08.3 (B-30) 752.24 25+18,8 (B-31) 752.24 25+20.9 (B-32) 753.66 25+51.2 (T-6) 753.63 25+53.7 (V-17) 753.62 DATE BY SANITARY, STORM, & WATER MAIN 01/14/2025 WEST 15TH AVENUE FROM STA. 24+00 TO STA. 28+00 CITY CONTRACT 25-07 SHEET 13 OF 28 N do I ¢i OU+ Of I I ST ! 1 I 1 7l i I CASING POPE TO BE INSTALLED FOR ALL I SERVICE CROSSING OF THE LARGE DIAMETEfj STORMS WON W. iSTH AVENUE I W EST 1 ST H "E N U S.S.C. 0+40.2 (N) I _ 316A Z 312A I 1 1�3 o Z O 3o 2S �332 I + 3�2 306�p1`Q u> ; J S50:00 50:00' T�_�-- I ❑h � ,F r BM#864� �i I 50d0C761. ST5000' ST ST 50.00' + �I 337 + I "'++ 331 i U U I of 1 I I I I I i U N I � STORM MH (5' DIA) S-33 STORM INLET 1.27 STA. 31+56.15, 39.0' RT STA. 27+81.00, 16.0' LT RIM=759.64 RIM=758.52 18°(SE)=754.30 12"(W)=755.52 28 24'(N)=752.14 SUMP=1.59 12"(W)=756.40 DEPTH=4.50' 12"(E)=756.24 DEPTH=6.79 STORM INLET 1.28 760 STA. 27+81.00. 16.0' RT S -35 STORM M.6 R12IM"(W78.52 STA.31+73,45'3D.2I'AL)T p755.52 759 RIM=759A2 SUMP=1.50' 24'(N)-754.62 DEPTH=4.5U 12-(W)=756.06 756 12°(E)=756.28 _INLET I.0' 29 STORM DEPTH=4.09 48. STA. 31+15, 39.RT RIM=759.48 757 STORM MH (4• DIA) S-36 12'(E)=756.48 SUMP=1.50' STA. 31+75.89, 58.8RT DEPTH=4.50' 756 RIM=759.73 3 18'(S)=754.91 18"(NWp754.58 STORM INLET 1.30 755 ID TJ DEPTH=4.40' STA. 31+4B.46, 53.2' LT RIM=759.33 V) N STORM INLET 1.25 12'(E)=756.33 SUMP=1.50' 754 N STA. 27+75.00, 16.0' LT DEPTH=4.5V RIM=758.50 n 12°(E)=755.50 STORM INLET 753 12"(S)=755.50 39. 0 STA. 31+80.15, ' RT SUMP=1.50' DEPTH=4.59 RIM=759.48 752 72^(W)=756.48 SUMP=1.50' STORM INLET 1-26 DEPTH=4.50' 751 STA. 27+75.00. 16.9 RT RIM=758.50 STORM INLET 1.32 12'(E)=755.50 STA. 31+80.26, 53.2' LT 75[ 12'(N)=755.50 RIM=759.33 SUMP=1.50' 12'(W)--756.33 DEPTH=4.5U SUMP=1.59 74c DEPTH=4.50' 74E i MAIN CONNECTIONS CO.14 = CONN. EX. 24, STO. TO PROP. 24" STO. @ 754.61 74� - CO.15 = CONN. EX. 6" WM TO PROP. W VIM - CO.16 = CONN. EX. 6" VVM TO PROP. W WM 74, C0-17 = CONN. EX. 18" STO. TO PROP. 18^ STO. @ 754.9t c c BENCH MARKS - USGS NAVD 88 DATUM NO. STATION DESCRIPTION N 5 29+84 RR SPIKE ON POWER POLE 316 W. 15TH AV L 6 31+40 HYDRANT TAGBOLT 15TH AVE. & MINNESO' O (91 Q) CITY OF OSHKOSH, WISCONSIN MH __365.2 L.F. 54" STO. @ S,vly---"�- 1 251.3 L.F. 8" SAN. @ 8" W M TYP. + 323 I n N 317 313 N 13 � I I ti I 313A N N N GAB LIryE I I I II I 20.0 L.F. OF CASING PIPE _ u } I� ST .00 i I 5000 ,, I a.. (�-� � I-25 �Az7.Y.. J I TYP.O2 u] -t g �� 307 ±M 303 �30 a I 0 307A �? I 3 iD � N I -El STING STORM LATERAL OFF OF MINNESOTA STREET' I 31+00 S.S.C. 0+67.6 (N) I i W C0-15 CO-14 Z -{- - 8-28 -- I P-44 F Z I I r P-0 )p /Iww Y/ 32 O r N r i I x256+� +3 I P42 i- i S-35l- -, -27 R-5 U I 50.00. . I vin �M 50.00' ST 5 .00'ZV-27 V-26 711 H 5 .,�_I .. a - ®!PELO::D2W' aEuovE T-8 V-23 V-24 'R 32 SAN 00-..---- (A6AN.) ' S PROP. N 8" WM RELAY, 33 00 SAN .' . B-26 5-34 B-25 ' � L.F. 8'• SAN. ---- -361_8 _ 318.0 L.F. 54" STO. @ 6.40% _ _ _- _ 824_-:- B 23 � V-22 � ^BLF. 16 E T-7 OF IS'CASING PIPE I... '. tP .. ; 50 00 "� �L _, :._1Z:I ST ,-� 50.00' 50.00, 3 8 P-0 - 8 21 _. _] o 1 0 257 oa rya 253 N 247 3, P-09 S36 257A NM I ±� ± 247A I-22 - - CO-17 I ti N I vi CO-16 Qii S.S.C. 0+33.7 (TV) 1 I II I I III I �I I Tin I I I III I I I PIPE SEGMENTS P-41 = 22.6 L.F. 54' STO. @ 0.40% P-46 = 8.0 L.F. 12" STO. @ 1.00% P42 = PROP 6' WM RELAY P-47 = 24.0 L.F. 12" STO. @ 1.00% P-43 = 27.2 L.F. 12" STO. @ 1.00% P-48 = 27.9 L.F. 18" STO. @ 1.00% 31+50 32+00 32+50 p.44 = 4.6 L.F. 12" STO. @ 1.00% P-49 = PROP 6" WM RELAY 28+50 29+00 29+50 EX. CL PROP. CL - -- - S 32 LVA -- -- - _ - LI/IIId .JII .nll 7II���i�/, ,���BBBBBBddOOl�o�tw� �aaB�Tid�iO►i0/��BB'Bdi®�®� L.F. I 28+50 29+00 29+50 0. PLAN DESIGN INFORMAI IUIN DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CIVIC JAMES RABE, DIRECTOR OF PUBLIC WORKS 30+00 • 8-20 T-7 � STORM MH (8' DIA) 5.32� •STORM • MH (B' DIA) S•34 RIM=759.77 - " E-749.75 54 S ( ) STA. 31+56.18, 8,0' RT X " = 49.76 -____.RIM=759.83 54 W 7 - -_ DEPTH-9.26 E =749.66 54" ( ) 54(NW752.066 " ASINLF.Of 18'CASING PIPE - DEPTH=9.42^ 361.8 L.F. 8" SAN. @ 0.40. _ SANITARY MH S•8 STA. 30+1 3.00, 0.0' T RIM=759.77 30+50 8"(E)=747.35 C [.%GPIPEINFO. 31+50 31+00 STA=31.3321 32+00 CASING PIPE INFO. 8"(W)=747.35 nPPTH=11.67' INv. EL = 746.T1 sm=31se.n INV.EL=74.Sl P-45 = 31.0 L.F. 24° STO. @ 0.25% WATER MAIN FITTING 760 SCHEDULE 759 V-18 = 8" VALVE STA=28+72.1, 8.0' RT T-11 = 8" x 6" TEE STA.=28+75.0, 8.0' RT V-20 - 6" VALVE STA =28+75.0, 10.3' RT 759 H4 = HYDRANT STA =28+75.0, 23.7' RT V•19 = 8" VALVE STA=28+77.4, 8.0 RT 757 B•19 = 8" 45' BEND STA=31+40.3, 8.3' RT B-20 = 8" 45° BEND STA=31+51.1, 21.0' RT 0•22 = 6" 45° BEND STA=31+53.1, 61.7' RT 756 B-28 = 6" 45" BEND STA=31+53.4, 61.9' LT V-21 = 8" VALVE STA=31+70.5, 21.0' RT 755 R.4 = 8" X 6° REDUCER STA: 31+72.1, 42.4' RT B.21 = 6" 45° BEND STA.=31+72.1, 44.9' RT 8.27 = 6" 45° BEND STA=31+72.2, 43A' LT 754 R-5 = 8" X 6° REDUCER STA: 31+72.2, 39.6 LT T-9 = 8" X 6" TEE STA=31+72.2, 38.5' LT 753 V-26 = 8" VALVE STA=31+72.2, 35.7' LT V-25 = 8" VALVE STA=31+72.2, 10.8' LT T-8 = 8" X 8" TEE STA=31+72.2, 8.0' LT 752 V-23 = 8" VALVE STA=31+72.2, 5.8' LT B.26 = 8" 45" BEND STA=31+72.2, 1.6' LT 751 B'25 = 8" 45° BEND STA =31+72.2, 3.3' RT B-24 = 8" 45° BEND STA=31+72.2, 13.2' RT 0.23 = 8" 45° BEND STA=31+72.2, 17.9' RT 750 V-22 = 8" VALVE STA=31+72.2, 19.4' RT T-7 = 8" X 8° TEE STA.=31+72.2, 21.0' RT 749 V-27 = 6" VALVE STA=31+74.5, 38.5 LT V-24 = 8" VALVE STA=31+74.9, 8.0 LT H-5 = HYDRANT STA: 31+87.2, 38.4' LT 748 D-2 = DEFLECT STA =32+25.6, 8.0' LT 747 STA. 8" W.M. EL. (TOP) 28+72.1 (VA8) 752.32 31+70.5 (V-21) 750.59 746 28+75.0 (T-11) 752.31 31+72.2 (T-7) 750.59 50 28+77.4 (V-19) 752.32 31+72.2 (T-8) 753.04 31+40.3 (B-19) 751.43 31+74.9 (V-24) 753.04 31+51A (B-20) 750.59 32+25.6 (D-2) 753.04 PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN ISSUED FOR CONSTRUCTION 01/14/2025 WEST 15TH AVENUE FROM STA. 28+00 TO STA. 32+50 SCALE IN FEET: ° 20 SHEET 14 OF 28 ao CITY CONTRACT 25-07 ------------ lip I I CASING PIPE TO BE INSTALLEDI O S.S.C. 0+67.6 (TV) I I FOR ALL 0 WEST 15TH AVENUE I SERVICE CROSSING OF THE LARGE DIAMETER I , STORM SEWER ON W. 15TH AV NUE _ I S.S.C. 0+40.2 (TV) "I CO-15 .__-. I CO-14 � L � � ~ I I Z - 3 B-28 P44 F v v v v v v L_� n w o �_ LP _I ._o ._ ( ol�� °W' 242 +� +d�J �o I oo' ---- 236 6 1-30 P43 I-32 256 +� + _ I o p O - 8 StOPM l0. eP0. 232 I 226 �+ 0 I - N?`• N I _ l d 13� II TYP. t �V V N�? P-02 S-35 I � � Y I I vi n I Inn j 00• nvi O I :-vi 000 222 I ST .00' i 8T 150.00' a a R-5 H5 _! 50.00' ' ST ... i ST �_.� 5 \ _. ST `fir-4r ` __. _ -_ _ I nr 7si 64 * a 6 Nm Z y� ST ST m B-27 vin m S r i 50.00' , ST _ _ 50.00 9T � " -� rb0.00 R I T-9_ P" V-27 - t- j l - H-6 R .,. ftEuo�E i _- P- 0 ABAN. W W ..... (ABANJ-W _� V-25 81,WM RELAY ABnN.) W v-2a W W D-2 : W ( T-10 V•29 _ Aeu+.) ::1 3 00 �. I -__V 23 V-24 (ABAr+. S N PROP. B"WM RELAY. (ABAN.) S -. _ __. BAN. __ P SN-._. 36Y0 L.F.8 SAN.@0.40/ SAN AN 34 00 c 35 00 _- 341.6 SA < - S 31 00 Y 361.H L.F. 8" SAN. @ 0.40% _9 S 37 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 318.8 L.F. 54" STO. @ 0.40% 1 - 8-24 _ _LP `.A .. I •`. 77 -- f ` r\ IP R--I�-20 P-05 -T72 "I fiuso�E) LP ST ST .._ 50.00' ,;- -_, 0.00 -x�-X150.00' I5 I o �o. p p^ 50,00' '� I I - _ 7 I-31 IP 50.00, I L 1' --� 5 x - i H' S0 00' Tv Ii �_I �.p _09D I_ I-Yri J^ 1' - �p ii I fi �� �... o- 50.00'lr`o I l "I J J p p2,71 m� I 27 2+i No+ i + 4B-21 I 22 I0 LO-PUSH227 1P 3 f I \S 21 p p + �7A [CAMERA S-36 MN + 24o 13257ti oo 3 303 od o 9 II CO-17 uj CO-16 I S.S.C. 0+33.7 (TV)y GASLINE �' I 'EXISTING STORM LATERAL I I I I I I OFF OF MINNESOTA STREET' - jj I I I I I I PIPE SEGMENTS P-50 = 24.0 L.F. 12' STO. @ 1.00% -nn 74+sn 35+00 35+50 36+00 P-51 = 8.0 L.F. 12' STO. @ 1.00% STORM INLET 1.34 32 STA 34+75.00, 16.0LT RIM=758.61 12'(S)=755.61 SUMP=1.50' 760 DEPTH=4.50' 759 STORM INLET 1.33 STA 34+75.00, 16.0' RT 758 RIM=758.61 12'(N)=755.61 SUMP=1.51, 757 DEPTH=4.50' 756 755 rn 3 754 to I a) 753 n 752 N � 751 750 749 74C J 74i J 74( 74`. 760 WATER MAIN FITTING 759 SCHEDULE V-28 = &" VALVE STA=34+36.2, BOLT 75B T-10 = 8" X 6' TEE STA =34+38A, 8.0 LT V-30 = 6" VALVE STA =34+38.4, 10.4' LT 757 H-6 = HYDRANT STA=34+38.4, 23.a' LT V-29 = 8" VALVE STA: 34+40.6, 8A' LT 756 755 STA. 8" W.M. EL. (TOP) 754 34+36.2 (V-28) 752.10 753 34+38.4 (T-10) 752.10 34+40.6 (V-29) 752.08 752 751 750 749 748 747 746 745 r00 32+50 33+00 8°(E)=745.90 8°(W)=745.90 DEPTH=12.39' DATE BY SANITARY, STORM, & WATER MAIN BE MARKS - USGS NAVD 88 DATUM ISSUED FOR CONSTRUCTION 01/14/2025 WEST 15TH AVENUE NO. STATION DESCRIPTION ELEV. DESIGN DATE JUNE 2024 u 6 31+40 HYDRANT TAGBOLT 15TH AVE. & MINNESOTA ST. 761.84 DESIGN ENGINEER MWN FROM STA. 32+50 TO STA. 36+00 C DESIGN ENGINEER CIVIC zo ao CITY CONTRACT 25-07 SHEET 15 OF 28 o o JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° °L) CITY OF OSHKOSH, WISCONSIN I I I I-------.oli I Z N II j H IRVICE CRO55 SING OF THE PIPE TO BE ELARGE DD FOR AIAMETER WEST 15T H AVENUE � W SORM SEWER ON W. 15TH AVENUE N _ C7 W z W I N O N o" 1 I v I v I v 1 O f1 _ I d' + O V- �� �� _ I 226 �+ °-oA --- �� 204 �� ,o 1.. o + o o I -._._..- 216 0o no o 1„ COPPER + rn r OO 222 J} N U N 236 232 + J +. vi ci 0 I i_.. 242 + o 0 1„ 8 storm lateral U I N i o .�. � oo I Nc? cn TVP. �i OM#7� 15000' i 1 - �I \ I N(n 150.00' 759.98 BURIED II I vinj II vin 0' nN ST 0.00' '�_, I ST .00' I ST - - - - -I --z L F.O. 1 mo' ST 5 ST v - _._ _. _- __ -__ j .... < IP .... _ __._. _____.._ ::: -....1-35 P ,III.__ L.. ...._ f to — — _ �— . z w W W .., ;.. (ABAN.)- W ... CO-18 i I II :.. . _ W w V 28 V-3D P-50 (ASAN.)- W D-3 CO.19 ' I_ N PROP 8" WM RELAY O-20 - (ABAN.) AB35) 00 SP—(ABAN.) SAN-36 0 :.::� _-3 Ct 00 -- _ — I -_--- - - - _ _ - _ -- - _ - - SA ------ S ------ 39 00 34 00 i --.--_ - - - -_ ... _ -_. _-... - 341.6 L.F. 8'• SAN. @ 0.40% _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ f _ _ _ - CO-21 � �ISS SS SS SS 53 CO-22 � � I x - x.—.. x�ST 1500 bo o ooQ oz I s0,00' bo 1" COPPER oS0oo 0'00' ST ST 50.00' 5 ST ST .' M 133 TYP.I "J 0 133A NE No 227 S.S.C. 0+48.0 (TV) ULO-PUSH ti 0 IN7 wM233 I 21S.C. 2 2. + + CAERA U _- � O Uj6 BURIED ui N N C6 ELECTRI V _ — - _ _ — _ — _ _ _ — _ _ _ — _ — _ — _ I I I I N 37+00 37+50 38+00 STORM INLET 1-35 36 STA 37+81.16, 16.0' LT RIM=757.22 12'(E)=754.35 758 SUMP=1.50' DEPTH=4.37' 757 STORM In 1.36 STA 37+81.26, 16.0' RT RIM=757.15 756 12"(E)=754.44 SUMP=1.50' DEPTH=4.21' 755 754 753 3 D 752 Iri N W 751 L n T 750 Y � 749 74E 741 74( J 74`. J 744 37+50 38 36+00 36+50 37+00 t c 0 BENCH MARKS - USGS NAVD 88 DATUM NO. STATION DESCRIPTION V) 7 31+75 HYDRANT TAGBOLT 15TH AVE. 8 OREGO� 0 0 CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMATION DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CIVIC JAMES RABE, DIRECTOR OF PUBLIC WORKS 757 756 755 754 753 752 751 750 749 748 747 746 745 744 00 WATER MAIN FITTING SCHEDULE 0.3 = DEFLECT STA.=37+31.3, 8.0' LT STA. 8" W.M. EL. (TOP) 37+31.3 (D-3) 750.79 37+72.8 (CONN.) 750.50 MAIN CONNECTIONS CO.18 = CONN. PROP. 12' STO. TO EX. INLET @ 754.31 CO.19 = CONN. EX. 8° WM TO PROP. 8" WM CO-20 = CONN. EX. 8' SAN. TO PROP. 8' SAN. @ 744.51 CO.21 = CONN. EX. 54" R.C.P. STO. TO PROP. 54" STO. @ 747.21 CO.22 = CONN. PROP. 12' STO. TO EX. INLET @ 754.41 PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN ISSUED FOR CONSTRUCTION 01/14/2025 WEST 15TH AVENUE FROM STA. 36+00 TO OREGON ST. SCALE IN FEET: ° 20 40 CITY CONTRACT 25-07 SHEET 16 OF 28 t t OHIO STREET g� t �I 1 o goo oP rn 1435A + o� 1431 J7it 1503 cif d t �� � � 50.00' n 0, 50.00, rn N 50.00' I I I 7M#1__- 764.71 W- GAS LINE ).00' I 50.00' t nyp. O 1506 ���q•' S.C. 2+72.1 TMp C It it tl ■ I � CL a° I I N I: i I I z I g I I � t t " 1425 1421 U t U 50.00' vi N 50.00' ty SAN_ ,3+71t5 BUR EO F.O. i• 50.00' 50.00� , 50.00' Z t I� I 1422 I 1416 ,O 1426 I N i W 1;7 N\ M t + " t N - �'. S DN N t 52+00 52+50 53,00 51+00 51+50 V 1 EX. CL i 763 ----- 5-20 -_------.----------- 763 i_--- V3 _ S-21 762 STORM INL MH (4' PIA) S•21 762 STA 12+17.42, 761 RIM=762.26 761 ,-__ __. _. __.. j -_ 21(N)=758. DEPTH=4.11' 760 760 3 CO-2 _,._- __..____. 759 N 759 �---- I 758 758 n CO-1 CO-4 -_-_ _.___.__- 757 O 757 _._ _... 756 U _. N N 756 ... --. ._.-.. 755 N CO-23 ��_ .. 755 754 += 754 I_ STORM MH (5' DIA) S•20 D STA. 12+17.04, 8.2' LT ... - 753 753 _ _.I _... RIM=762.94 30'(E)=756.19 ----- 752 21°(S)=758.27 -_... _- - _ _ --- 752 ___-. __DEPTH=5.90' 751 52+50 53+00 751 51+50 52+00 51+00 c C O• O NO. STAT 1 11+ L 3 18+ O m m MAIN CONNECTIONS SANITARY MH S-1 STA. 12+34.48, 0.0' T CO.1 = CONN. EX. 6° WM TO PROP. 6° WM RIM=762.94 CO-2 = CONN. EX. 21" STO. TO PROP. 21" STO. @ 758.2t 8"(E)=754'33 CO-3 = CONN. EX. 21" STO. TO PROP. 21' STO. @ 758.3t DEPTH=7.86' CO-4 = CONN. EX. 6' WM TO PROP. 6° WM1t CO.23 = CONN. PROP. 15" SAN. TO EX. MH 13-169 @ 754.5i CO.24 = CONN. PROP. WSW TO EX. 15' SAN @ 754.4m CITY OF OSHKOSH, WISCONSIN WATER MAIN FITTING SCHEDULE V.1 = 6' VALVE STA=11+92.2. 10.9 RT T-1 = 6" x 6' TEE STA =11+92.3, 8.V RT V-3 = 6" VALVE STA=11+92.4, 5.4' RT 13-37 = 6" 45° BEND STA: 12+03.7, 8.0 RT 8-38 = 6" 45' BEND STA.=12+05.8, 8.0 RT R.6 = 8" x 6' REDUCER STA=12+08.1, 8.0' RT V.2 = 8" VALVE STA=12+39.6, 8.0' RT T-12 = 8"x6" TEE STA=12+41.9, 8.0' RT V-32 = 6" VALVE STA =12+41.9, 10.2' RT H•7 = HYDRANT STA =12+41.9, 23.7' RT V-31 = 8" VALVE STA =12+44.4.8.0' RT STA. 6" W.M. EL. (TOP) 11+9212(CO-1) 757.44 11+92.2(V-1) 757.44 11+92.3 (T-1) 757.44 11+92.4 (V-3) 757.44 11+92.4 (CO4) 757.47 PLAN DESIGN INFORMATION DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS I 1" COP' . I :I . I a 01 t o I� 0 - MICHIGAN STREET 11: p' 1 Ij I : TVp. 3/4 (_UD'�'- S.C. 0+84.9 d 1 1503 I N t i i •. ) r j j JI S.C.6.8 (TV) I ( P8_ I 01509 { IP M q; 1-5 IP L v t r 50.00I P 10 I-6 1-8 M P-7 1-7 IP ,'150.00' S ??? I IP 23 _ ®7 15o.bo.\\,GAS o = � g Z y: F `I II o S.C. 2+8 (TV) -. . _.___.__ 3 l a M r - - - - - - - - - - - - - - - a M as+no 61 761 760 759 758 757 756 755 754 75 75 75 `IP �.. o PIPE SEGMENTS 0.00, F-7 = 6.0 L.F. 12" STO. @ 0 33% P-16 = 31.4 L.F. 24"x38" STO. @ 0.15 / T \� P-8 = 8.0 L.F. 12' STO. @ 1.00% P-17 = 58.7 L.F. W SAN. @ 0.50% t P-9 = 24.0 L.F. 12' STO. @ 1.00% P•18 = 51.6 L.F. 18' STO. @ 0.70% a P-10 - 6.0 L.F. 12" STO. @ 0.33% P-19 = 6.0 L.F. 12" STO. @ 1.83% t LV 00 ° P-11 = 48.3 L.F. 36- STO. @ 0.20% P-20 = 26.7 L.F. 12' STO. @ 1.00% -1 - P-12 = 6.0 L.F. 12- STO. @ 1.67% P-21 = 6.0 L.F. 12" STO. @ 0.50% I J- S. i--- �4 LU`J 2+8B.7 (TV) LEAD P-13 = 26.0 L.F. IT STO. @ 1.00% P-22 = 5.3 L.F. 12" STO. @ 1.00% t P-14 = 6.0 L.F. 12'STO. @ 0.50% P-23 = PROP 6° WM RELAY / P.15 = 6.0 L.F. 12'STO. @ 1.00% 00 + I � i� lwl I HE 1 E 61+00 61+Su ocruu STORM MH (5' DIA) 5.23 OR INLET t•5 STOsTARM IN1.8 16.0' RT STORM INLET I.11 39.5' LT STORM INLET 1.14 43.6 RT 18+34.4 (T-3) 754.14 18+34.5 (V-5) 754.14 STA. 18+05.07, 8.0' LT STA. 17+99.07, 16.0' LT RIM=760 6607, RIM=760.4858, RIM=760 8g40, 18+34.5 (T-2) 754.14 36'(W) 0.74 36"(W)=754.34 12"(E)=757.68 R'(E)=7 7. 12'(Wp757.66 12'(E)=757.48 12'(N)=757.48 12"(S)=757.83 3 36'(E)=754.34 SUMP=1.50' 12'(N)=757.66 SUMP=1.50' SUMP=1.50' SUMP=1.50' 12°(N)=757.58 DEPTH=4.50' DEPTH=4.5V DEPTH=4.50' DEPTH=4.50' DEPTH=5.65' STORM MH (8' DIA) 5.26 STORM INLET 1-6 STORM INLET I.9 STA. 18+26.38, 49.5' RT STORM INLET 1.12 STA. 18+26.59, 45.5' LT STORM INLET 1.15 STA. 18+58.58, 39.4' LT STA. I B+53.38, 6.0' LT STA. 17+99.07. 16.0' RT RIM=760.94 RIM=760.94 RIM=760.58 RIM=760.48 MAIN CONNECTIONS RIM=760.60 38"X60°(E)=754.24 RIM=760.68 12'(E)=757.68 57. 4 12°(S)60.58 8 12°(W)=757.48 12'(N)=757.48 CO-5 = CONN. EX. 18' STO. TO PROP. 18- STO. @ 757.0i 36'(W)=754.24 SUMP=1.50' SUMP= DEPTH 1.50' SUMP=1.7. DEPTH=4.50' SUMP=1.5U CO-6 = CONN. EX. 12' SAN. TO PROP. 12' SAN. @ 754.23 18'(S)=754.25 DEPTH=4.50' DEPTH=4.50' CO.7 = CONN. EX. 6" WM TO PROP. 6° WM 24'x38"(N)=754.25 CO.6 = CONN. EX. 15" STO. TO PROP. 15° STO. @ 759.6t DEPTH=5.60' STORM INLET 1.10 STORM INLET 1.13 STORM INLET 1.16 STORM MH (4' DIA) S•25 STORM INLET 1.7 STA. 18+26.40, 43.5 RT STA. 18+58.38, 49.6' RT STA. 18+58.59, 45.4' LT STA. 18+53.15, 43.6' RT STA. 18+05.07, 16.0' LT RIM=760.83 RIM=760.86 RIM=760.51 RIM=760.95 RIM=760.66 12'(S)=757.83 12"(N)=757.86 12"(5�757.51 18°(N)=754.61 12"(W)=757.66 12°(E)=757.83 SUMP=1.50' SUMP=1.50' 15'(S)=757.50 12'(S)=757.66 SUMP=1.50' DEPTH=4.50' DEPTH=4.50' 12'(W)=757.56 SUMP=1.50, DEPTH=4.59 12-(E)=757.78 DEPTH=4.50' DEPTH=5.59' DATE BY UTILITY TIE-IN INTERSECTION PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION 01/14/2025 OHIO STREET / MICHIGAN STREET SHEET 17 OF 28 CITY CONTRACT 25-07 SCALE IN FEET: ° o 1 RGG I - IOWA STREET 0. -'---------- - sI .- (� .oC.:. E"All,LEAD I m o aIN , v 66.8 (N) < W! 33/4" D O 34 T..... ADo+ S.C. T3.0 10 + II o GAS (REk ) 1 I N _ o M1 NQ _ iD Ili` P o vi I LINE R J I I IP R 1. 150.00' vn I 1501 ti 1 K I u: ITYP. z o ci-` vi 150.00' IP _ m----I- ui GAS J 1] 150.06, I i. -i' n - 761.84 LINE 20.0 L.F. OF 1 SO.O0' ._ �' __. _ _.. _I .. ____.._ _-__-- _ _._ B SING PIPE '.. D _ I-30 ) '1 I-21 I-22 3. - I / . , :._-- � .._.-_ _ _ _- - .-__ - - __ J .. I _- _ _ _.._ � _..- W - �� P-01 awova -28 I CO-15 . - W W V-12 B 1 12 B 13 B 14 _. I- _. _� _ _ - _I.... - (_ .. CO-1- _. 9 3 .- i. .__ . -'r -I- 84 00 B-22 V 1121.F.OFB18'CASING PIPE D... �' S 34 2 D s 83 DD - B 17 P I I �I_. .. W- 74 A 81 0 P 7 1 1 P ._ -_. 73tW, V-13 7 C 11 R T-8 V-21 B-23 5 V-23 I j B-27 5-35 5-36 SS SS g T-7 V-22 -24 B 6 V_24 I V-26 V 27 C0.14 >S I I 5-28 _I S 30 - 4 Op.g SS - _... 21 SS W_ •; : I , _ _ (' off)- ' __-_ .._- _ _- _ e L.F . of 7P 20"CASINGPIPE -- _ ___.. IP 118"CASING PIPE 1P C0.13 i 6 R P, I , I � � 1{' _ _. - ')` ' L, tP,, Ir 150.00' so.00 ' n o >> O R 1 I R = l 762.82 In• S°G•iI ),f ( ' �oo � i -1) cil I` _ l,kII a lII ; oo 150.00.-16 I150.0 �m m PIP E SEGMENTS S 0% H T 6V16 + P41 = 226 L.F. 54" STO@ 04 P4= S+J PROP 6" WM RELAY + 4'2+45.7 (TV) cj _ IRONop P43 = 27.2 L.F. 12' STO. @ 1.00%+ _ _ a m P-44 4.6L.F. 12STO.1.00% o.1N I N o 6 0I(N) m S.C. 2+30.545=31.0 L.F.L24' STO. @ 0,25 %S.C. 2+8®�3 ; TYP. p - 2+87.6 (N) vi 3/4'I' vi 3 LEAD rn P46 = 8.0 L.F. 12' STO. @ 1.00% 4 LEAD I I M I W - (I I J I G: __ T _ - _ - _ - _ - _ - _ - - P47 = 24.0 L.F. 12° STO. @ 1.00% TYP. 1 m > - _ - _ - _ - _ - _ - _ _ - _ - _ - _ - _ - _ - _ i W I I TMP.v ( ) P49 PROP 6" WM RELAY 1.00% aD--- - - - - - - - - - - - _ _. ', I M I d S. 34"-2+1 LEAD 7 N I N cc a NI WATER MAIN FITTING 82+00 82+50 83+00 SCHEDULE WATER MAIN FITTING 81- 71+50 72+00 EX. CL 72+50 73+00 SCHEDULE 71+00 PROP. CL V-12 = 8" VALVE STA.=24+91.9, 8.0' RT 760 - - _ - SOT(RM M DIA) 5.28- - _------- --- .. S 30 __-.__ - - _ _.._ --- ---- _. _ _ ___ 760 8-17 = 12° 45° BEND STA.-24+95.3, 45.3' R 760 ----STA. 25+13.42, 41.6' RT 88(5' _ -14 S-28 "-- S-29 DIA) 5-30 B•15 = 12° 45° BEND STA: 24+95.4, 37.0' LT 759 _ RIM-759.94 STORM MH (4' STA. 25+13.73, 40.0' LT 759 B•14 = 12° 45° BEND STA: 24+95.4, 24.9' LT _ RIM=760A5 8•13 = 12" 45° BEND STA=24+95.4, 19.6' LT 759 12"(W)=756.56 - IT(E}-756.76 21"(N)=755.94 B42 = 12' 45° BEND STA: 24+95.4, 2.6' LT 758 18'(S)=756.40 DEPTH=3.45' 758 13,99 = 12" 45° BEND STA =24+95.4, 1.6 RT 758 DEPTH=5. 31' V•15 = 12" VALVE STA: 24+95.4, 5.0' RT 757 -- ----- 757 C-1 = 12° X 8° CROSS STA=24+95.41 8.0' RT CO-12 P-36 "-_-- _._.. _ ._- ____. V-14 = 12° VALVE STA=24+95.4, 11.3' RT - 757 - -�� V43 = 8" VALVE STA=24+99.2, 8A' RT 756 3 -- - -_- - - --i- --- - �---- �- --- -- 756 B•29 = 8" 45° BEND STA.-25+06.8, 8.0' R D 756 - - .-- ---.. _... _ -- --- - ---- B•30 = 8" 45° BEND STA.=25+08.3, 8.0' RT to B_t8 � 755 B-1 B = 12° 45° BEND STA.-25+17.3, 67.8' RT 755 N P-30 . . . _ B•16 12° 45° BEND STA 25+17 8, 57 0' LT N 755 ,; CO-13 ,• . .. •• , , , P 28 CO-10 _ B•31 = 8" 45° BEND STA.=25+18.8, 8.0' RT 754 n P 35 Q.., _ __ - :'- - - -. �•-' ---- - -- - 754 B_32 = 8" 45° BEND STA=25+20.9, 8.0' RT 754 - __-" --- _ . , , •,. B-15 8-i6 T-6 = 8" X 6' TEE STA.=25+51.2, 8.0' RT 753 O ' •.•.' ' •'.' • •.' • •.' • •' • ••' L..... 753 V.16 = T VALVE STA=25+5L2, 10.3' RT U ' • �•' ' - -- • '-• STORM MH (8' DIA) S•29 H•3 = HYDRANT STA.=25+51.3, 23.2' RT 0) 753 B-17 C-1 STA. 25+13.43, Il LT V-17 = 8" VALVE STA=25+53.7, 8.0' RT 752 i 12 L.F. OF B-11 .. RIM=760.26 752 c 752 - - 1S"CASING PIPE - 4W(E)=752.26 38-40"(W)=752.26 STA. 12" W.M. EL. (TOP) 751 _ CASINGPIPEINFG. STA=72+W24 !. 3o"(S)=763.75 751 N 751 - INV. EL=749.42 DEPTH=7.25', 25+17.3(CONN.) 755.42 750 B-12 ' ' '' ' ' •' B-13 G ING PIPE iNFo. siA=72«1624 .__ - 750 25+17.3 (B-18) 755A2 +' 750--.-..-.- ..-_- -.--.- ----SANITARY MH S-5 - -'- - - - W EL.=749A2 -- 24+95.3 (8-17) 753.86 STA. 25+%13, 0.0' RT 24+95.4 (V44) 753.86 745 RIM=760.36 P-29 ..,... ... _.... 00-11 ----- -..-- -- 749 24+95.4 (C-1) 753.86 749 _-�"-- -.-_-- __...-10'(N)=748.82 8"(W)=748.95 24+g5.4 (V-15) 753.86 74£ DEPTH=10.79' 748 24+95.4 (B-11) 753.86 748 CASINGPIPEINFG. C STA=72+1593 INGPPEINPG. 72+50 73+00 24+95.4 (B-12) 750.66 71+00 71+50 yry?i=7203e 72+00 IM,.EL=TTa 24+95.4(B-13) 750.66 74) 24+95A (B-14) 754.84 1 9 8.19 = 8" 45° BEND STA.=31+40.3, 8.3' RT 760 8.20 = 8" 45° BEND STA =31+51.1, 21.0' RT B•22 - 6" 45° BEND STA =31+53L1, 61X RT B•28 = 6" 45° BEND STA =31+53.4, 61.9' LT 759 V.21 = 8" VALVE STA: 31+70.5, 21.0' RT R4 = 8" X 6" REDUCER STA: 31+72.1, 42.4' RT 758 0-21 = 6" 45° BEND STA: 31+72.1, 44.9' RT 8.27 = 6" 45' BEND STA =31+72.2, 43.1' LT R-5 = 8" X 6" REDUCER STA: 31+72.2, 39.6' LT 757 T-9 = 8" X 6" TEE STA: 31+72.2, 38.5' LT V•26 = 8" VALVE STA: 31+72.2, 35.7' LT 756 V^25 = 8' VALVE STA=31+72.2, 10.8' LT T.8 = 8" X 6" TEE STA.=31+72.2, 8.0' LT V•23 = 8" VALVE STA=31+72.2, 5.8' LT 755 B•26 = 8" 45° BEND STA.=31+72.2, 1.6' LT B-25 = 8" 45° BEND STA =31+72.2, 3.3' RT 754 8.24 = 8" 45° BEND STA=31+72.2, 13.2' RT B-23 = 8" 45° BEND STA=31+72.2, 17.9' RT V-22 = 8" VALVE STA=31+72.2, 19.4' RT 753 T-7 = 8" X 8" TEE STA.=31+72.2, 21.0' RT V.27 = 6" VALVE STA=31+74.5, 38.V LT 752 V-24 = 8" VALVE STA=31+74.9, 8.0' LT H-5 = HYDRANT STA=31+87.2, 38.4' LT D•2 = DEFLECT STA: 32+25.6, 8.0' LT 751 STA. 6" W.M. EL. (TOP) 31+53.1 (CONIC) 754A4 750 31+53.1 (B-22) 754.14 31+72.1 (B-21) 751.15 749 31+72.2 (B-27) 753.21 31+53.4 (B-28) 753.82 31+53A (CONN.) 753.82 748 STA. S" W.M. EL. (TOP) 747 31+72A (R.) 751.15 -00 31+72.2 (T-7) 750.59 31+72.2 (V-22) 750.59 SANITARY MH S-6 STORM INLET 1.22 ToINLET I.24 416' RT PIPE SEGMENTS 24+95A (8-15) 754.84 RIM=759.48 RIM=759.48 31+72.2 (B-23) 750.5 748.12 STA. 25+47.17, 0.0 T STA. 24+87.40, 41.6' RT STA. 25+19.39, 1z LF. of RIM=759.82 RIM=759.82 20- CASING PIPE P-28 = PROP 12" WM RELAY 25+17.8 (646) 754.84 754.84 12'(E)=756.48 12"(W)=756.48 SUMP=1.50' 31+72.2 (B-24) MAIN CONNECTIONS 31+72.2 (B-25) 748.16 I RIM=760.20 W(E)=750.11 12"(E)=756.82 IT(W)=756.82 1T(S)=756.82 P-29 = 38.8 L.F. 10" SAN. @ 0.30% 25+17.9 (CONIC) SUMP=1.50' DEPTH=4.50' DEPTH=4.50' CO.14 = CONN. EX. 24° STU. TO PROP. 24" STO. @ 754.61 31+72.2 (B-26) 753.04 J DEPTH=9.35' 12"(S)=756.82 SUMP=1.50' SUMP=1.50' P-30 = 49.6 L.F. 30" STO. @ 0.26% P.31 = 6.0 L.F. 12" STO. @ 0.83% CO-15 = CONN. EX. 6" WM TO PROP. 6" WM 31+72.2 (V-23) 753.04 - DEPTH=4.50' DEPTH=4.50' P-32 = 26.0 L.F. 12" STO. @ 1.00% MAIN CONNECTIONS STORM INLET i•30 STORM INLET 1.32 31+80.26, 53.2' LT CO.16 = CONN. EX. 6°' TO PROP. 6" WM 31+72.2 (T-8) 753. 04 _ P-33 = 6.0 L.F. 12" STO. @ 1.00% CO-9 = CONN. EX. 21" STO. TO PROP. 21" STO. @ 755.8t STA. 31+48.46, 53.2' LT STA. RIMW)=753 CO.17 = CONN. EX. 18" STO. TO PROP. 18" STO. @ 754.93 04 S 31+72.2 (V-25) 753.29 _ STORM INLET 1.21 RT TOINLET 1.23 STA. 25+19.35, 47.6' RT STA159.86 P•34 = 6.0 L.F. 12' STO. @ 0.67 % CO-1 = CONN. EX. 1T WM TO PROP. 12' WM RI'(E)=7 33 12"(E)=758.33 12^(W)=756.33 31+72.2 (V-26) 753.29 37+72.2 (T-9) 753.29 STA. 24,117.11.47 .6' RIM=759.86 P.35 = PROP 12" WM RELAY CO-1 = CONN. EX. 8" SAN. TO PROP. 10" SAN. @ 748.1t SUMP=1.50' SUMP=1.50' 753.21 RIM =759.87 12'(N)=756.87 6 P-36 = 25.0 L.F. 18' STO. @ 0.45% CO-12 = CONN. EX. 18" STO. TO PROP. 18" STO. @ 756.5t DEPTH=4.50' DEPTH=4.50' 31+72.2 (R-5) SUMP=1.50' SUMP=1.5. CO.13 = CONN. EX. 12' WM TO PROP. 12' WM DEPTH=4.50' DEPTH=4.50' DESCRIPTION DATE BY UTILITY TIE-IN INTERSECTION � PLAN DESIGN INFORMATION PLAN REVISIONS ISSUED FOR CONSTRUCTION 01/14/2025 IOWA STREET IfMINNESOTA STREE BENCHMARKS-USGSNAVD88DATUM JUNE2024 N NO. STATION DESCRIPTION HYDRANT TAGBOLT 15TH AVE. & IOWA ST. ELEV. 762.82 DESIGN DATE DESIGN ENGINEER MWN i 4 25+93 6 31+40 HYDRANT TAGBOLT 15TH AVE. & MINNESOTA ST. 761.84 DESIGN ENGINEER CIVIC ° 20 CITY CONTRACT 25-07 SHEET 18 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS CITY OF OSHKOSH, WISCONSIN WEST 15TH AVENUE - ---------------- L 0 1 w ---------- T STRUCTURES PB-1 -18' PULL BOX -STA. 12116.1.,27.5 LL BOX - STA. 14+30.00. 2 .LL PB2 - 8"PUT, LE 1-2 I DE F 12 F 126 8' PULL BOX - STA. 16+29.70, 27 PB'3 5 ps-4 8"PULLB X-STA.17+97.48,275L 0 T I- II BOX- STA. 18+95.00,27.5' LT PB 18" PULL B LB -'I :TYPE-5 BASE- STA. 12.57.00.20.0 RT �i -te 0 50.OD'] r \ 5000' 50.00' LB-2 TYPE58ASE SM14130.30,20.0 LT (P­B --2) LB,3:TYPE 5 BASE: 8 TA. 16+25,00.20.0 RI COM 173.9 L.F.. -LB.4 TYPE 5 BASE - STA. 17+98.30.20.0'LT :TYPE LB-5 5 BASE - STA. 18+95.00, 20.0'RT F 52-61 -70 -51 50.00' I 511-IC] TT� =-L-- S CONDUIT 5 m' 1 r, 50.00 5 0. 0 10" 50.00' 50.00' 175.00' 50.00' 50,00' 5 F 457 1 F-453 F 437 F-533 21 17 4Z r 5-1 523 43A L- — - — - — - — - — - — - — - — - — - — - — - — - — - — - 0 PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION -DATE BY ELECTRICAL PLANS — BENCH MARKS - USGS NAVD 88 DATUM JUNE 2024 ISSUED FOR CONSTRUCTION 01/1412025 WEST 15TH AVENUE U NO. STATION DESCRIPTION —ELEV. DESIGN DATE FROM OHIO ST. TO STA, 20+00 DESIGN WN CMC DESIGN ENGINEER 0 20 40 SHEET 19 OF 28 0 CITY CONTRACT 25-07 0) WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY OF OSHKOSH STRUCTURES PB•6 - 18" PULL BOX - STA. 20+65.00, 27.5' LT WEST 1 STH AVENUE O� PB-7 - 18" PULL BOX - STA. 22+50.00, 27.5' LT - - PB-8 -18" PULL BOX- STA. 25+58.00, 27.5' LT PB-9 -18" PULLS -STA. 27+24.00, 27.5' LT I - BASE STA. 20+65.00, 20.0' LT 442A 436A ' 426 I 412 422 ( 41 6 I �� I 406 I 402 �� o L8-6 - TYPE 5 - LB-7 - TYPE 5 BASE - STA. 22+50.00, 20.0 RT ,,.� 442 I 436 432 I LB•8 -TYPE 5BASE - STA. 24+40.00,20.0'lT LB-9 -TYPE 5 BASE - STA. 25+58.00,20.0' RT.,"":, LI- LT; ' ') T:'5o 005000' �50.00� LB-70 -TYPE 5BASE - STA. 27+24.OQ, 20.0 ,..�1 _,,,:;..: ......_- _I 50.00 ,____+ 9 23.1'lT L—) 'L,. :..-50.00' 1 50.00� r'-, ,.0;-i .�. r -t�LC I - TYPE 9 BASE - STA. 24 66.9 50.00 Ili ... - - - _.. 1111 __ PB-5 - 170.0 L.F. OF3°-' CON IT _, _ .__ 18 .D L.F. OF 8" C NDUIT _ --_ _ -__ --- 7 �1 �� r�� F� 1� r� 1... �� �� i r l _� �� _ _ 9DI 1.1 L.F. „�I �� : �) L -8 O �I I I STRUCTURES i WEST 15TH AVENUE ° W I I � PB•10 - 78" PULL BOX -STA. 29+16.00, 27.5' LT I I PB•11 - 18" PULL BOX -STA. 31+02.95, 27.5' LT � W W -18" PULL BOX - STA. 32+15.00, 27.6 LT PB-12 LB -I 1I-T�YPE58A1�1S E1-STA. - 2_-9�- +16.00, 20.0-'R-T �2--I I --- -I CONDU_IT Ii . SI - o }, Z 1+03.05,20.6'LTLB2 -TYPE 5 BASE -STA. 3316A iI I�f I W02 4-6 .13 - TYPE 5 BASE - STA. 32+M110, 2.0 RT 312 32 38 0I �02 o LBI 328 �22 3 I 50,00' 30 5 .0A0... _. N' �t-_ 0 00 _ 5 0.0.00' 50 00" lr ? :1 : — 00IOF50050:00 NO .P 1 205.0 L.F. . B 9 P-73 9 0 L.F. OF 3°CONDUIT y $SSAm0 -- -- ---W - -- - ---S S N SAN AN r_ -- - -- SAN— 0 33 0 - _ - -- --_ _50. i i_ xl 00II 50 00 �'. I - --� - o 257 o 257A _ F--T +I II BENCH MARKS - USGS NAVD 88 DATUM ai NO. STATION DESCRIPTION ELEV. 0 CITY OF OSHKOSH, WISCONSIN 50 0T � 5000' � 50�0 1150.00' 7 60.00 .. ., I 50.00' 50.00' 150.00' .. _ I g 243 237 223 217227 I 253 247 I I I 219 I 247A I I � �--- -- -- - - - I PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS PLAN DESIGN INFORMATION ISSUED FOR CONSTRUCTION 01/14/2025 WEST 15TH AVENUE DESIGN DATE DESIGN ENGINEER JUNE2024 MWN FROM STA. 28+00 TO STA. 36+00 DESIGN ENGINEER CMC SCALE IN FEET: ° 20 40 CITY CONTRACT 25-07 SHEET 21 OF 28 JAMES RABE, DIRECTOR OF PUBLIC WORKS I I I I � I I I I I I I 232 r I 226 �� 242 236 i - I � I I 50.00' �-- 0.00' �. - 50.00' B 13 100.0 L.F. OF 3" C UIT ------- II N Ip6-13-18"PULLBOX-STA.34+20.00, 27.5'LT--—-—-—- — - — - —_ WEST 15T H AVENUE o N L- ," WW 3 I p8.14 -18" PULL BOX - STA. 36+00.00, 27.5' LT L8.15 - 18" PULL BOX - STA. 37+47.3 , 0.0 LT LB•14 -TYPE 5 BASE -STA. 34+20.00, 20.0' LT BASE STA. 35+95.00, 20.0' RT , . e' " uj uj LB-15 - TYPE 5 - - ,,.., 20.0' LT o o - 10 LB-16 -TYPE 5 BASE - STA 37+47.46, u 216 I 204 O I-- _I ,mow 150.00' 150.00 i PB-1 14 .3 L.F. OF 3" CONDUIT ... x 150.00' - 50.00' I m 511 o p I 217 ,'C ik1 � w I II II- — - — - — - — - — - — - — - — - — - — - — - — - -- I I I U - - _ _ _ _ .. _ _ _ _ _ _ _ _ _ _ _ _ .. ... _ _ _ .. _ _ _. _ _ _ _ - - _ _ _ SS SS SS CONDUIT p 15 7.5 L.F. OF 3° CONDUIT P 16 - 47.8 L.F. OF 3" CONDUIT 50.00' 150.00' o o p_17 = 7.2 L.F. OF 3" CONDUIT 133 n 133A I L - — - — - — - — - — - — - — - -- PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION ELEV. DESIGN DATE JUNE2024 ISSUED FOR CONSTRUCTION 01/14/2025 WEST 15TH AVENUE NO. STATION DESCRIPTION DESIGN ENGINEER MWN I IFROM STA. 36+00 TO OREGON ST. DESIGN ENGINEER CMC SHEET 22 OF 28 46 CITY CONTRACT 25-07 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: °--r Z� ---: _ U7 N O N BID ITEM 5380 BID ITEM 5386 BID ITEM 5494 BID ITEM 5454 BID ITEM 5460 BID ITEM 5504 BID ITEM 5506 ITEM 5012 BID ITEM 5025 81D ITEM 5051 BID ITEM 5054 BID ITEM 5270 BID ITEM 5271 BID ITEM 5272 INSTALL 20' INSTALL 10' INSTALL COBRA TYPE 5 TYPE 9 BID INSTALL ELECTRIC SERVICE 12 GAUGE 12 GAUGE 12 GAUGE GLR FUSE 2 AMP 14-4 AWG BASE BA SE ADJUST PULL BOX CITY -SUPPLIED HOLDER FUSE BURNDY TAPERED POLE TRUSS ARM HEAD LUMIARE 18" X 36" PULL BOX LIGHTING CABINET INSTALLATION RED BLACK GREEN EACH EACH INCIDENTAL EACH EACH EACH EACH EACH EACH EACH EACH EACH L.F. L.F. L.F. STRUCTURE PB-1 1 1 PB-2 1 1 PB-3 1 1 PB-4 1 1 PB-5 1 1 PB-6 1 1 PB-7 1 1 PB-8 1 1 PB-9 1 1 PB-10 1 1 PB-11 1 1 PB-12 1 1 PB-13 1 1 PB-14 1 1 1 1 1 1 PB-15 1 1 1 1 1 1 LB-1 i 1 1 1 LB-2 1 1 1 1 LB-3 1 1 1 1 LB-4 1 1 1 1 LB-5 1 1 1 1 LB-6 1 1 1 1 LB-7 1 1 1 1 LB-8 1 1 1 1 LB-9 1 1 1 1 LB-10 1 1 1 1 LB-11 1 1 1 1 LB-12 1 1 1 1 LB-13 1 1 1 1 LB-14 1 1 1 1 LB-15 1 LB-16 1 1 LC-1 32 32 16 16 16 16 1 1 630 630 630 32 W.15TH AVE. TOTALS 15 15 1 2 2 0 0 70 70 70 4 4 6 2 2 UNDISTRIBUTED 2 2 0 18 18 1 700 700 700 36 36 38 18 18 CONTRACTTOTAL 17 17 1 1 PLAN DESIGN INFORMAI ION DESIGN DATE�JUNEDESIGN ENGINEERDESIGN ENGINEER PLAN REVISIONS SCALE IN FEET: h DESCRIPTION ISSUED FOR CONSTF DATE I BY CITY CONTRACT 25-07 ELECTRICAL QUANTITIES SHEET23A OF 28 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS LO N O N d- P3 BID ITEM 5130 BID ITEM 1710 BID ITEM 5241 BID ITEM 1262 BID ITEM 5260 BID ITEM 5261 3; SCH 40 1i 1 WIRE N 6 WIRE #lO WIRE N 10 WIRE tF 10 WIRE STREET START STRUCTURE END STRUCTURE PVC CONDUIT L.F. RED L.f. BLACK GREEN RED BLACK 15TH AVE. CAM PB-1 35.0 15TH AVE. PB-1 LB-1 47.5 60.0 60.0 60.0 15TH AVE. PB-1 IPB-2 174.0 186.0 186.0 186.0 15TH AVE. PB-2 LB-2 7.5 40.0 40.0 20.0 15THAVE. PB-2 PB-3 200.0 212.0 212.0 212.0 15TH AVE. PB-3 LB-3 47.7 120.0 120.0 60.0 15TH AVE. PB-3 PB-4 167.8 180.0 180.0 180.0 15TH AVE. PB-4 LB-4 7.5 40.0 40.0 20.0 15TH AVE. PB-4 PB-5 97.5 110.0 110.0 110.0 15TH AVE. Po-5 LB-5 47.5 120.0 120.0 60.0 15TH AVE. PB-5 PB-6 170.0 182.0 182.0 182.0 15TH AVE. PB-6 LB-6 7.5 40.0 40.0 20.0 15TH AVE. PB-6 PB-7 185.0 200.0 200.0 200.0 15TH AVE. PB-7 LB-7 47.5 120.0 120.0 60.0 15TH AVE. 15TH AVE. PB-7 LC-1 LC-1 LB-8 217.0 27.2 235.0 235.0 235.0 40.0 40.0 40.0 15TH WEST TO OHIO 1486.2 1845.0 1845.0 1645.0 40.0 40.0 15TH AVE. LC-1 PB-8 91.1 105.0 105.0 105.0 15TH AVE. PB-8 LB-9 47.5 120.0 120,0 60,0 15TH AVE. PB-8 PB-9 166.0 190.0 190.0 190.0 15TH AVE. PB-9 LB-10 7.5 40.0 40.0 20.0 15TH AVE. PB-9 PB-10 192.0 105.0 105.0 105.0 15TH AVE. PB-10 LB-11 47.5 120.0 120.0 60.0 15TH AVE. PB-10 PB-11 186.9 200.0 200.0 200.0 15TH AVE. PB-ll LB-12 7.5 40.0 40.0 20.0 15TH AVE. PB-11 PB-12 112.1 125.0 125.0 125.0 15TH AVE. PB-12 LB-13 47.5 120.0 120.0 60.0 15TH AVE. PB-12 PB-13 205.0 220.0 220.0 220.0 15THAVE. PB-13 LB-14 7.5 40.0 40.0 20.0 15TH AVE. PB-13 PB-14 180.0 195.0 195.0 195.0 15TH AVE. PB-14 L8-15 47.8 120.0 120.0 60.0 15TH AVE. PB-14 PB-15 147.3 160.0 160.0 160.0 15TH AVE. PB-15 LB-16 7.2 20.0 20.0 20.0 15TH AVE EAST TO OREGON 1500.4 1920.0 1920.0 1620.0 40.0 40.0 UNDISTRIBUTED TOTALS 13.4 90 90 35 10 10 CONTRACT TOTALS 3000.0 3855.0 3855.0 13300.0 90.0 90.0 PLAN DESIGN INFORMAI ION DESIGN DATE DUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC PLAN REVISIONS DESCRIPTION DATE I BY CITY CONTRACT 25-07 ELECTRICAL QUANTITIES SHEET23B OF 28 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: d BID NUMBER BID ITEM UNITS 1050 MOBILIZATION LS 1011 CLEARING INCH DIA 1021 GRUBBING INCH DIA 1100 REMOVING PAVEMENT SQ YD 1110 REMOVING CURB & GUTTER LF 1120 REMOVING CONC/ASPH SW &DWY SQ FT 1200 EXCAVATION CU YD 1220 EXCAVATION SPECIAL (PAVING) TON 1301 7" CONCRETE PAVEMENT WI 5" CABC SQ YD 1303 7" CONCRETE PAVEMENT HES W/ 5" CABC SQ YD 1334 CONCRETE PAVEMENT GAPS EACH STREET NAME W. 15TH AVENUE 1.0 412.0 442.0 1,540.0 4,975.0 44,475.0 4,985.0 748.0 9,500.0 1,245.0 2.0 CONTRACT TOTALS 1.0 412.0 442.0 1,540.0 4,975.0 44,475.0 4,985.0 748.0 9,500.0 1,245.0 2.0 1340 1350 1352 1354 1360 1370 1372 1380 1390 1410 1440 BID NUMBER COLD CRUSHED DRILLED DRILLED ADJUST TURF RESTORE WEATHER COVERING UP -CHARGE FOR LATE SEASON COLD 12" RADIUS CURB WITH 6" 30" CURB & GUTTER, 7" BID ITEM AGGREGATE PAVEMENT TIES DOWEL BARS 1" DOWEL BARS MANHOLES AND INLETS RESTORATION GRAVEL DWY (CONC WEATHER CABC WITH 5" CABC BASE COURSE 1.2 5" PAV'T)•SINGLE CONC PAV'T VISQUINE TONS EACH EACH EACH EACH SQ YD SQ YD SQ YD CU YD LF LF UNITS STREET NAME 1,495.0 5.0 106.0 28.0 69.0 5,990.o 109.0 1,608.0 312.0 440.0 82.0 W. 15TH AVENUE 1,495.0 5.0 106.0 28.0 69.0 5,990.0 109.0 1,608.0 312.0 440.0 82.0 CONTRACT TOTALS BID NUMBER 1460 1500 1510 1514 1530 1540 1550 1560 1580 COLD 1582 COLD 1590 UP -CHARGE 4" CONCRETE 6" CONCRETE SW/DWY/ 6" CONCRETE SW/DWY/ 6" CONCRETE CURB RAMP NO.4 REINFORCING DRILLED NO.4 SIDEWALK TIE WEATHER COVERING WEATHER COVERING FOR LATE SEASON COLD BID ITEM SIDEWALK CURB SIDEWALK RAMP WITH 3" RAMP (HES) STEP DETECTABLE WARNING FIELD RODS, EPDXY BARS, EPDXY SIDEWALK) -SIN (SIDEWALK) -DO WEATHER WITH 3" CABC CABC WITH 3" CABC COATED COATED GLE VISQUINE UBLE VISQUINE SIDEWALK LF SQ FT SQ FT SQ FT SQ FT SQ FT LF EACH SQ FT SQ FT CU YD UNITS STREET NAME 476.0 20,900.0 17,890.0 3,025.0 1,332.0 280.0 7,675.0 465.0 6,452.0 6,450.0 2,870.0 W. 15TH AVENUE 476.0 20,900.0 17,890.0 3,025.0 1,332.0 280.0 7,675.0 485.0 6,452.0 6,450.0 2,870.0 CONTRACT TOTALS BID NUMBER BID ITEM 1600 AND INSTALL TREE EACH 1650 LOCATE EXISTING PROPERTY EACH 1652 REPLACE EXISTING PROPERTY EACH 1700 SAWING LF 1710 SAWING CONCRETE PAVEMENT 1900 TACK COAT 9911*91, 4" ASPHALTIC TRANSITION LT WITH 10" CABCMONPAVINGUNITS SQYD SQ D 1918 ASPHALTIC COLDFURNISH WEATHER SQ YD STREET NAME 44.0 19.0 19.0 1,376.0 172.0 59.0 655.0 184.0 126.0 W. 15TH AVENUE CONTRACT TOTALS 44.0 19.0 19.0 1,376.0 172.0 1 59.0 655.0 184.0 126.0 PLAN DESIGN INFORMATIUN_ DESIGN DATE DUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC PLAN REVISIONS DESCRIPTION DATE I BY ISSUED FOR CONSTRUCTION _ 01/14/2025 CITY CONTRACT 25-07 PAVING QUANTITIES SHEET 24 OF 28 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: Ln N O N m BID ITEM 2003-12" STORM SEWER _ STREET START STRUCTURE END STRUCTURE LENGTH W.ISTHAVE 1-1 1-3 6.0 W.15THAVE 1-2 1-4 6.0 W. 15TH AVE 1-3 S-22 8.0 W.15THAVE I-4 5-22 24.0 W.15THAVE 1-5 1-7 6.0 W. 15TH AVE 1-6 1-8 6.0 W. 15TH AVE 1-7 S-23 9.0 W. 15TH AVE 1-8 S-23 24.0 W. 15TH AVE 1-9 1-10 6.0 W. 15TH AVE 1-10 S-25 26.8 W. 15TH AVE 1-11 S-24 26.0 W. 15TH AVE 1.12 1-11 6A W. 15TH AVE 1-13 1-14 6.0 W. 15TH AVE 1-14 S-25 5.3 W. 15TH AVE 1-15 S-24 6.0 W. 15TH AVE 1-16 1-15 6.0 W. 15TH AVE I-17 1-18 6.0 W. 15TH AVE 1-19 5-27 8.0 W. 15TH AVE 1-18 S-27 24.0 W. 15TH AVE 1-20 1-19 6.0 W. 15TH AVE 1-21 1-22 6.0 W. 15TH AVE 1-22 S-28 26.0 W. 15TH AVE 1-23 1-24 6.0 W. 15TH AVE 1-24 S-28 6.0 W. 15TH AVE 1-26 5-31 24.0 W. 15TH AVE 1-25 S-31 8.0 W. 15TH AVE 1-28 1-26 6.0 W. 15TH AVE 1-27 1-25 6.0 W. 15TH AVE 1-29 5-33 8.0 W. 15TH AVE 1-30 5-35 27.2 W. 15TH AVE I-31 5-33 24.0 W. 15TH AVE I-32 S-35 4.6 W.15THAVE I-3424.0 W. 15TH AVE 1-33 S-37 8.0 W. 15TH AVE 1-35 CO-18 6.1 W. 15TH AVE 1-36 CO-22 6.1 UNDISTRIBUTED 14.1 BID ITEM 2003 TOTAL 430.0 BID ITEM 2006-15" STORM SEWER ET START STRUCTURE END STRUCTURE LENGTH H AVE gW. CO-8 5-25 17.4 UNDISTRIBUTED 7.6 BID ITEM 2006 TOTAL 25.0 EM 2009.18" STORM SEWER START STRUCTURE END STRUCTURE LENGTH S-25 S-26 51.6 CO-5 WAVEC."1.87" 5-24 17.3 CO-12 S-28 25.0 5-36 5-33 27.9 CO-17 S-36 5.3 UNDISTRIBUTED 22.8 BID ITEM 2009 TOTAL 150.0 BID ITEM 2012-21" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W.15TH AVE CO-3 S-20 10.2 W.15TH AVE S-21 CO-2 6.3 W. 15TH AVE S-30 CO-9 18.1 UNDISTRIBUTED 15.4 BID ITEM 2012 TOTAL SOA BID ITEM 2015-24" STORM SEWER STREET START STRUCTURE STR W. 15TH AVE S-33 W. 15TH AVE S-35 CUNDISTRIBUTEDBID it ITEM 2015 TOTAL BID ITEM 2021-30" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH W. 15TH AVE S-20 S-22 216.0 W. 15TH AVE S-28 S-29 43.1 UNDISTRIBUTED 15.9 BID ITEM 2021 TOTAL 275.0 ORM SEWEREND LENGTHSTRUCTURE5-23 K M2024TOTAL425.0 362.1S-26 41.821.1L 425.0 STORM SEWERRT TURE END STRUCTURE9 LENGTH W2030-48"-48" S-31 253.6 UTED 21.4 0 TOTAL 275.0 BID ITEM 2033.54" STORM SEWER _ STREET START STRUCTURE END STRUCTURE LENGTH W. 15TH AVE S-31 S-32 357.2 W.15TH AVE S-32 S-34 14.7 W. 15TH AVE S-34 5-37 310.8 W. 15TH AVE 5-37 CO-21 298.2 UNDISTRIBUTED 19.1 BID ITEM 2033 TOTAL 1000.0 2049.24"x38" HERCP CL III STORM SEWERT START END STRUCTUREAVE LENGTHSTRUCTURE J S-24 S-26 24.4 UNDISTRIBUTED 5.6 BID ITEM 2049 TOTAL 30.0 60" HERCP CL III STORM SEWER START RUCTURE END STRUCTURE LENGTH M S-26 S-27 333.2 S-27 S-29 310.9 RIBUTED 30.9 055 TOTAL 675.0 BID ITEM 2235 BID ITEM 2237 TYPEIINLET TYPE III INLET -W/-1-8-sump W/ 18" SUMP (NEENAH (NEENAH R-1700A FRAME R-3067 FRAME TYPE A GRATE) TYPE R GRATE) STREET NUMBER EACH EACH W. 15TH AVE 1-1 I W.15TH AVE 1-2 I W. 15TH AVE 1-3 I W.15TH AVE 1-4 I W. 15TH AVE 1-5 I W. 15TH AVE 1-6 I W.15THAVE 1-7 I W. 15TH AVE 1-8 I W. 15TH AVE 1-9 I W. 15TH AVE 1-10 I W. 15TH AVE 1-11 I W. 15TH AVE 1-12 I W. 15TH AVE 1-13 I W. 15TH AVE 1-14 I W. 15TH AVE 1-15 I W. 15TH AVE 1-16 I W. 15TH AVE 1-17 I W. 15TH AVE 1-18 I W.15TH AVE 1-19 I W. 15TH AVE 1-20 I W. 15TH AVE 1-21 I W. 15TH AVE 1-22 I W. 15TH AVE 1-23 I W. 15TH AVE 1-24 I W. 15TH AVE 1-25 1 W. 15TH AVE 1-26 1 W. 15TH AVE 1-27 1 W. 15TH AVE 1-28 1 W.15THAVE 1.29 1 W. 15TH AVE I-30 1 W. 15TH AVE 1-31 1 W. 15TH AVE 1-32 1 W. 15TH AVE 1-33 1 W. 15TH AVE 1-34 1 W. 15TH AVE 1-35 1 W. 15TH AVE 1-36 1 UNDISTRIBUTED 1 2 CONTRACT TOTALS 1 38 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 W. 15TH AVE CO-2 I W. 15TH AVE CO-3 I W. 15TH AVE CO-5 I W. 15TH AVE CO-8 I W. 15TH AVE CO-9 I W. 15TH AVE CO-12 1 W. 15TH AVE CO-14 I W.15THAVE CO-17 1 W.15TH AVE 1 15TH AVE IW.15TH AVE EO-18W. 1 UNDISTRIBUTED 1 5 1 1 CONTRACTTOTALS 10 5 1 3 PLAN DESIGN INFORMATION DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CIVIC ✓STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM MANHOLE STORM INLET SUPPLIED (4' DIA) (5' DIA) (G' DIA) (8' DIA) MANHOLE (4' DIA) CASTINGS STREET NUMBER V.F. V.F. V.F. V.F. V.F. (INCIDENTAL) W. 15TH AVE S-20 5.90 W. 15TH AVE S-21 411 . NEENAH R-3067 (TYPE R GRATE) W. 15TH AVE S-22 S.29 W. 15TH AVE S-23 5.65 W. 15TH AVE S-24 5.55 W. 15TH AVE S-25 5.59 W. 15TH AVE S-26 5.60 W. 15TH AVE S-27 5.19 W. 15TH AVE S-28 5.31 --- W. 15TH AVE S-29 7.25 W. 15TH AVE S-30 3.45 W. 15TH AVE 5-31 6.69 W. 15TH AVE S-32 9.26 W. 15TH AVE S-33 6.75 W. 15TH AVE 5-34 9.42 W. 15TH AVE S-35 4.05 W. 15TH AVE S-36 4.40 W. 15TH AVE S-37 9.63 W. 15TH AVE TOTALS 17.49 28.90 5.55 53.04 4.11 UNDISTRIBUTED 0.51 0.10 0.20 0.21 0.14 CONTRACTTOTALS 18,00 29.00 5.75 53.25 4.25 BID ITEM 2950 EXCAVATION SPECIAL (STORM) STREET NUMBER STA. OFFSET TONS UNDISTRIBUTED 150 CONTRACTTOTALS I 350 BID ITEM 2914 STORM SEWER U.L.O. STREET STA. OFFSET EACH UNDISTRIBUTED 5 CONTRACT TOTALS 5 BID ITEM 2508 BID ITEM 2510 BIDITEM 2512 BIDITEM 2516 BIDITEM 2518 BIDITEM 2524 MODIFIED TYPE "D" SEDIMENT REMOVAL TRACKING STONE 12-INCH DIA DEWATERING INLET PROTECTION TYPE "D" MODIFIED PAD BAGS SEDIMENT LOGS TANK STREET FROM TO SHEET EACH EACH EACH EACH L.F. EACH W. 15TH AVE OHIO ST 16+00 10 9 9 12 W.15TH AVE 16+00 20+00 11 16 16 10 W, 15TH AVE 20+00 24+00 12 6 6 4 W. 15TH AVE 24+00 28+00 13 10 10 8 W. 15TH AVE 28+10 32+50 14 10 10 14 W. 15TH AVE 32+50 36+00 15 4 4 4 W. 15TH AVE 36+00 OREGONST 16 6 6 4 OT W,15TH AVE TOTAL 61 61 0 56 0 0 UNDISTRIBUTED 9 9 2 4 100 2 CONTRACTTOTALS 70 70 2 60 100 2 PLAN REVISIONS DESCRIPTION DATE I BY CITY CONTRACT 25-07 STORM QUANTITIES SHEET25A OF 28 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: Lo N O N BID ITEM 2810 BID ITEM 2812 ABANDON STORM REMOVE STORM MH'S & INLETS MH'S & INLETS STREET MH# STA. OFFSET EACH EACH W, 15TH AVE 13-346 14+76 RT 1 W. 15TH AVE 13-4142 14+78 RT 1 W. 15TH AVE 1-212 14+82 LT 1 W. 15TH AVE 13-804 17+03 RT 1 W. 15TH AVE 1-232 18+09 LT 1 W. 15TH AVE 13-805 18+25 RT 1 W. 15TH AVE 09-260 18+54 RT 1 W. 15TH AVE 1-246 18+56 RT 1 W. 15TH AVE 1-234 18+60 LT 1 W. 15TH AVE 1-237 22+14 LT 1 W. 15TH AVE 1-245 22+15 RT 1 W. 15TH AVE 09-261 22+22 RT 1 W. 15TH AVE 09-482 24+86 RT 1 W. 15TH AVE 09-481 25+19 RT 1 W.iSTH AVE 1-244 28+20 RT 1 W, 15TH AVE 1-242 28+27 LT 1 W. 15TH AVE 09-539 31+27 LT 1 W. 15TH AVE 09-540 31+27 RT 1 W. 15TH AVE 09-264 31+75 LT 1 W. 15TH AVE 09-275 31+75 RT 1 W. 15TH AVE 09-143 32+01 LT 1 W. 15TH AVE 09-542 32+01 RT 1 W. 15TH AVE 09-265 34+75 LT 1 W. 15TH AVE 1-9055 34+82 RT 1 W.15TH AVE 1-8938 34+87 LT 1 UNDISTRIBUTED 3 2 CONTRACTTOTALS 15 15 DESIGN DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC BID ITEM 2800 BID ITEM 2802 BID ITEM 2804 ABANDON 8" -12" ABDON 15" & LARGER REMOVE 30" & SMALLER STORM SEWER STORM SEWER STORM SEWER STREET FROM STA. TO STA. OFFSET L.F. L.F. L.F. W. 15TH AVE 12+17 12+17 LT 40.0 W, 15TH AVE 12+17 14+76 RT 259.6 W. 15TH AVE 14+80 15+68 RT 88.4 W.15TH AVE 16+39 17+03 RT 64.1 W. 15TH AVE 17+03 18+26 RT 97.6 25.0 W. 15TH AVE 18+09 18+26 LT 38.1 W. 15TH AVE 18+26 18+54 RT 32.8 W. 15TH AVE 18+54 18+59 LT 5.4 W.15TH AVE 18+54 18+58 RT 4.0 W. 15TH AVE 22+14 22+21 LT 20.5 W. 15TH AVE 22+15 22+21 RT 10.9 W. 15TH AVE 22+21 25+13 RT 242.0 50.0 W. 15TH AVE 24+86 25+13 RT 27.2 W. 15TH AVE 25+13 25+13 LT 42.9 W.15TH AVE 25+13 25+19 RT 6.2 W. 15TH AVE 28+20 28+30 RT 23.0 W. 15TH AVE 28+17 28+30 LT 7.4 W. 15TH AVE 31+27 31+28 RT W. 15TH AVE 31+27 31+28 LT 8.9 8.9 W. 15TH AVE 31+28 31+75 LT 31.0 W. 15TH AVE 31+48 31+75 RT 28.1 W. 15TH AVE 31+75 31+75 LT 43.6 W. 15TH AVE 31+75 31+75 RT 43.7 W. 15TH AVE 32+01 32+02 LT 7.9 W. 15TH AVE 32+01 32+02 RT 23.6 W. 15TH AVE 34+75 34+81 RT 22.7 W. 15TH AVE 34+75 34+87 LT 13.5 UNDISTRIBUTED 11.9 23.4 19.0 CONTRACT TOTAL 375.0 525.0 500.0 PLAN REVISIONS DESCRIPTION SCALE IN FEET: ° zo ao DATE BY 01/14/2025 CITY CONTRACT 25-07 STORM QUANTITIES SHEET25B OF 28 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS LO N O N BID ITEM 3002 -10" SANITARY SEWER START END STRUCTURE LENGTH STREET STRUCTURE W 15TH AVENUE S-5 I CO-11 38.8 UNDISTRIBUTED 1.2 BID ITEM 3002 TOTALS 40.0 BID ITEM 3004 -12" SANITARY SEWER START END STRUCTURE LENGTH STREET STRUCTURE W 15TH AVENUE S-10 CO-6 7.9 UNDISTRIBUTED 0.1 BID ITEM 3004 TOTALS 8.0 BID ITEM 3006 -15" SANITARY SEWER START END STRUCTURE LENGTH STREET STRUCTURE OHIO STREET CO-23 CO-24 15.0 UNDISTRIBUTED 0.0 BID ITEM 3006 TOTALS 15.0 BID ITEM 3600 ROCK EXCAVATION STREET STA. STA. CUBIC YARD UNDISTRIBUTED 100.0 CONTRACT TOTALS 100.0 BID ITEM 3100 BID ITEM 31.14 BID ITEM 3116 (4'DIA) CHIMNEYSEAL CHIMNEY SEAL EXTENSION SANITARY MANHOLE EXTERNAL MANHOLE EXTERNAL MANHOLE STREET NUMBER V.F. EACH EACH W 15TH AVENUE S-1 7.86 1.00 W 15TH AVENUE 5-2 7.67 1.00 W 15TH AVENUE S-3 8.35 1.00 W 15TH AVENUE S-4 8.38 1.00 W 15TH AVENUE S-5 10.79 1.00 W 15TH AVENUE 5-6 9.35 1.00 W 15TH AVENUE S-7 9.56 1.00 W 15TH AVENUE S-8 11.67 1.00 W 15TH AVENUE S-9 12.40 1.00 W 15TH AVENUE S-10 8.80 1.00 WAUGOO AVE TOTAL 94.83 10.00 0.00 UNDISTRIBUTED TOTALS 0.17 0.00 2.00 CONTRACT TOTALS 1 95.00 10.00 2.00 BID ITEM 3852 REMOVAL OF SANITARY MH STREET MH STA OFFSET EA OHIO STREET 13-168 12+25.6 C/L 1 W. 15TH AVENUE 09-188 31+84.0 3.5 LT 1 WAUGOO AVE TOTAL 2.0 UNDISTRIBUTED TOTAL CONTRACT TOTAL 2.0 BID ITEM 3892 EXCAVATION SPECIAL SANITARY TON UNDISTRIBUTED 40 CONTRACT TOTAL ao.0 BID ITEM 3410 BID ITEM 3411 OPEN CUT OPEN CUT 18"CASING PIPE 20" CASING PIPE STREET STA STA. OFFSET L.F. L.F. W 15TH AVENUE 25+02 25+09 LT 12.0 W 15TH AVENUE 31+38 1 31+58 C/L 20 W 15TH AVENUE 20.0 12.0 UNDISTRIBUTED 0.0 0.0 CONTRACT TOTALS 20.0 12.0 BID ITEM 3300 BID ITEM 3302 BID ITEM 3304 BID ITEM 3306 BID ITEM 3330 CONNECTTO CONNECT TO CONNECT TO CONNECT TO CONCRETE EXIST. 8" MAIN EXIST. 10" MAIN EXI5T.12" MAIN EXIST. 15 MAIN COLLAR NUMBER STA. OFFSET EACH EACH EACH EiCOH EACH STREET OHIO STREET CO-23 11+97.3 16.3 RT 1.0 OHIO STREET CO-24 i1+97.8 30.2 RT MICHIGAN STREET CO-6 18+42.7 66.6 FIT 1.0 IOWASTREET CO-11 25+03.4 38.8LT 1.0 W 15TH AVENUE CO-20 37+86.4 0.5 LT 1.0 1 0 2 0 0.0 W.15TH AVENUE TOTAL 1.0 1.0 0.0 0.0 0.0 0.0 2.0 UNDISTRIBUTED TOTAL 2.0 2.0 CONTRACTTOTAL 1.0 1.0 1 1.0 CITY OF OSHKOSH, WISCONSIN ,A!6777 24MWN CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 3700 CLOSED CIRCUIT TELEVISING LINEAR FOOT 2633.0 BID ITEM 3710 PUSH CAM TELEVISING E.A. 4.0 T BID ITEM 3854 REMOVAL OF SANITARY SEWER STREET STA STA OFFSET LF OHIO STREET 112+98 12+236.8 VARIES 38.0 W 15TH AVENUE MH 09-77 MH 09-156 VARIES 38.0 W 15TH AVENUE MH 09-473 MH 09-472 VARIES 54.0 W 15TH AVENUE 31+25 1 32+02 3.5 LT 77.0 WAUGOO AVE TOTAL 207.0 UNDISTRIBUTED TOTAL 4.0 CONTRACTTOTAL 211.0. BID ITEM 3800 BID ITEM 3811 BID ITEM 3815 ABANDON ABANDON 20" ABAN. IS" X 26" SANITARY MH'S SANITARY SEWER SANITARY SEWER STREET STA/MH STA OFFSET EACH L.F. L.F. W. 1STH AVE 32+02 36+72 3.5 LT 470 W. 15TH AVE 28+00 31+28 3.5 LT 328.0 W. 15TH AVE U-453456 37+68 3.5 LT 1.0 W. 15TH AVE 096-187 28+56.4 3.5 LT 1.0 W 15TH AVENUE TOTALS 2.0 328.0 470.0 UNDISTRIBUTED TOTAL 0.0 0.0 1.0 CONTRACT TOTAL 2.0 328.0 471.0 PLAN REVISIONS DESCRIPTION DATE BY SANITARY QUANTITIES I ISSUED FOR CONSTRUCTION 01/14/2025 1 SCALE IN FEET: ° 20 40 CITY CONTRACT 25-07 SHEET 26 OF 28 Ln N O N BID ITEM 4002- FURNISH & INSTALL 6" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH W 15TH AVENUE V-1 CO-1 11+92.2 11+92.2 2.4 W 15TH AVENUE V-1 T-1 11+92.3 11+92.2 2.0 W 15TH AVENUE T-1 V-3 11+92.3 11+92.4 2.6 W 15TH AVENUE V-3 CO-4 11+92.4 11+92.4 2.1 W 15TH AVENUE T-1 B-37 11+92.3 12+03.7 11.4 W 15TH AVENUE B-37 B-38 12+03.7 12+05.8 2.1 W 15TH AVENUE B-38 R-6 12+05.8 12+08.1 2.3 W 15TH AVENUE T-12 V-32 12+41.9 12+41.9 2.2 W 15TH AVENUE V-32 H-7 12+41.9 12+41.9 13.4 W 15TH AVENUE T-3 V-7 18+34.4 18+32.2 2.3 W 15TH AVENUE V-7 H-1 18+32.2 18+19.2 12.9 W 15TH AVENUE R-3 V-8 18+34.4 18+34.4 1.2 W 15TH AVENUE V-8 B-9 18+34.4 18+34.4 1.3 W 15TH AVENUE B-9 8-10 18+34.4 18+53.1 23.7 W 15TH AVENUE B-10 CO-7 18+53.1 18+53.1 4.9 W 15TH AVENUE T-4 V-11 22+66.0 22+66.0 1.8 W 15TH AVENUE V-11 H-2 22+66.0 22+66.0 11.8 W 15TH AVENUE T-6 V-16 25+51.2 25+51.2 2.3 W 15TH AVENUE V-16 H-3 25+51.2 25+51.4 13.0 W ISTH AVENUE T-11 V-20 28+75.0 28+75.0 2.3 W 15TH AVENUE V-20 H-4 28+78.0 28+75.0 13.3 W 15TH AVENUE R-4 B-21 31+72.2 31+72.1 2.6 W 15TH AVENUE B-21 B-22 31+72.1 31+53.1 25.4 W 15TH AVENUE B-22 CO-16 31+53.1 31+53.1 4.5 W 15TH AVENUE R-5 B-27 B-28 31+72.2 31+72.2 31+72.2 31+53.4 3.5 26.5 W 15TH AVENUE W 15TH AVENUE B-27 B-28 CO-15 31+53.4 31+53.4 2.0 W i5TH AVENUE T-9 V-27 31+72.2 31+74.5 2.3 W 15TH AVENUE V-27 H-5 31+74.5 31+87.2 12.7 W 15TH AVENUE T-10 V-30 34+38.4 34+38.4 2.4 W 15TH AVENUE V-30 H-6 34+38.4 34+38A 13.0 UNDISTRIBUTED 3.8 BID ITEM 4002 TOTAL 230.0 BID ITEM 4008- FURNISH & INSTALL 12" WATER MAIN RELAY STREET START FITTING END FITTING START STATION LENGTH W ISTH AVENUE V-14 C-1 24+95.4 END STATION 3.3 W 15TH AVENUE W 15TH AVENUE W 15TH AVENUE V-15 V-14 5-17 C-1 B-17 B-18 24+95.4 24+95.4 24+95.3 24+95.4 24+95.4 24+95.3 3.0 34.0 31.5 W 15TH AVENUE B-18 CO.13 25+17.3 25+17.3 1.2 W 15TH AVENUE V-15 B-11 24+95.4 25+17.3 3.5 W 15TH AVENUE B-11 B-12 24+95.4 24+9544 4.1 W 15TH AVENUE W 15TH AVENUE W 15TH AVENUE W i5TH AVENUE B-12 B-13 B. 8-15 B-13 B-14 13-15 B-16 24+95.4 24+95.4 24+95.4 24+95.4 24+95.4 24+95.4 24+95.4 24+95.4 17.0 5.4 30. 30.1 W 15TH AVENUE B-16 CO-10 25+17.9 25+17.9 5.4 UNDISTRIBUTED 4.5 BID ITEM 4008 TOTAL 155.0 BID ITEM 4004- FURNISH & INSTALL 8" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH W 15TH AVENUE R-6 V-2 12+08.1 12+39.6 31.4 W 15TH AVENUE V-2 T-12 12+39.6 12+41.9 2.4 W 15TH AVENUE T-12 V-31 12+41.9 12+44.4 2.4 W 15TH AVENUE V-31 D-1 14+45.8 12+44.4 201.4 W 15TH AVENUE D-1 V-4 18+32.8 14+45.8 387.0 W 15TH AVENUE V-4 T-2 18+34.5 18+32.8 1.7 W15THAVENUE T-2 V-5 18+34.5 18+34.5 1.8 W 15TH AVENUE V-5 T-3 18+34.5 18+34.4 25.6 W 15TH AVENUE T-3 R-3 18+34.4 18+34.4 4.8 W 15TH AVENUE T-2 V-6 18+34.5 18+36.2 1.7 W 15TH AVENUE V-6 B-33 18+36.2 18+47.3 11.1 W 15TH AVENUE B-33 B-34 18+47.3 18+48.9 1.6 W 15TH AVENUE B-34 B-35 18+48.9 18+59.7 10.8 W 15TH AVENUE B-35 B-36 18+59.7 18+61.4 1.7 W 15TH AVENUE B-36 D-4 18+61.4 22+00.0 6 33.6 W 15TH AVENUE V-9 D-4 22+63.6 22+00.0 63 W 15TH AVENUE V-9 T-4 22+63.6 22+66.0 2.4 W 15TH AVENUE T-4 V-10 22+66.0 22+68.5 2.5 W 15TH AVENUE V-10 V-12 22+68.5 24+91.9 223.4 W 15TH AVENUE V-12 C-1 24+91.9 24+95.4 3.5 W 15TH AVENUE C-1 V-13 24+95.4 24+99.2 3.7 W 15TH AVENUE V-13 B-29 24+99.2 25+06.8 7.6 W 15TH AVENUE B-29 B-30 25+06.8 25+083 1.5 W 15TH AVENUE B-30 B-31 25+08.3 25+18.8 10.6 W 15TH AVENUE B-31 B-32 25+18.8 25+20.9 2.1 W15THAVENUE B-32 T-6 25+20.9 25+51.2 30.3 W 15TH AVENUE T-6 V-17 25+51.2 25+53.7 2.5 W 15TH AVENUE V-17 V-18 25+53.7 28+72.1 318.4 W 15TH AVENUE V-18 T-11 28+72.1 28+75.0 2.9 W 15TH AVENUE T-11 V-19 28+75.0 28+77.5 2.4 W 15TH AVENUE V-19 B-19 28+77.5 31+40.3 262.9 W 15TH AVENUE B-19 B-20 31+40.3 31+51.1 16.7 W 15TH AVENUE B-20 V-21 31+51.1 31+70.5 19.4 W15THAVENUE V-21 T-7 31+70.5 31+72.2 1.7 W 15TH AVENUE T-7 R-4 31+72.2 31+72.2 21.4 W ISTH AVENUE T-7 V-22 31+72.2 31+72.2 1.6 W 15TH AVENUE V-22 B-23 31+72.2 31+72.2 1.6 W 15TH AVENUE B-23 B-24 31+72.2 31+72.2 4.7 W 15TH AVENUE B-24 B-25 31+72.2 31+72.2 9.9 W 15TH AVENUE B-25 8-26 31+72.2 31+72.2 4.9 W 15TH AVENUE B-26 V-23 31+72.2 31+72.2 4.2 W 15TH AVENUE V-23 T-8 31+72.2 31+72.2 2.2 W15THAVENUE T-8 V-25 31+72.2 31+72.2 2.8 W 15TH AVENUE V-25 V-26 31+72.2 31+72.2 25.0 W15THAVENUE V-26 T-9 31+72.2 31+72.2 2.7 W15THAVENUE T-9 R-5 31+72.2 31+72.2 1.2 W 15TH AVENUE T-8 V-24 31+72.2 31+74.9 F 2.7 W 15TH AVENUE V-24 D-2 31+74.9 32+25.6 50.7 W 15TH AVENUE D-2 V-28 32+25.6 34+36.2 210.6 W 15TH AVENUE V-28 T-10 34+36.2 34+38.4 2.2 W 15TH AVENUE T-10 V-29 34+38.4 34+40.6 2.2 W 15TH AVENUE V-29 D-3 34+40.6 37+31.3 290.7 W 15TH AVENUE D-3 CO-19 37+31.3 37+72.8 41.4 UNDISTRIBUTED 5.2 BID ITEM 4004 TOTAL 2690.0 PLAN DESIGN INFORMATION_ DESIGN DATE DUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMG BID ITEM 4110 - FURNISH AND INSTALL 8" X 6" TEE NAME FITTING STATION STREET OFFSET EACH T-12 8" X 6" TEE 12+41.9 W 15TH AVENUE 8.0 RT 1.0 T-3 8" X 6" TEE 18+34.4 W 15TH AVENUE 35.3 RT 1.0 T.4 8" X 6" TEE 22+66.0 W 15TH AVENUE 8.0 RT 1.0 T-6 S" X 6" TEE 25+51.2 W 15TH AVENUE 8.0 RT 1.0 T-9 8" X 6" TEE 31+72.2 W 15TH AVENUE 38.5 LT 1.0 T-10 8" X 6" TEE 34+38.4 W i5TH AVENUE 8.0 LT 1.0 T-11 8" x 6" TEE 28+75.0 W i5TH AVENUE 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4110TOTAL 7.0 BID ITEM 4111- FURNISH AND INSTALL 8" X 8" TEE NAME FITTING STATION STREET OFFSET EACH T-2 8"X8"TEE 18+34.5 W15TH AVENUE 8.0 RT 1.0 T-7 8" X 8" TEE 31+72.2 W 15TH AVENUE 21.0 RT 1.0 T-8 8"X8"TEE 31+72.2 W15TH AVENUE 8.0 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4111 TOTAL 3.0 BID ITEM 4191- FURNISH AND INSTALL S" X 12" CROSS NAME FITTING STATION STREET OFFSET EACH C-1 8" X 12" CROSS 24+95.4 W 15TH AVENUE 1 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4191 TOTAL 1.0 BID ITEM 4236 - FURNISH AND INSTALL 6" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-37 6" 45° BEND 12+03.7 W 15TH AVENUE 8.0 RT 1.0 B-38 6" 45' BEND 12+05.8 W 15TH AVENUE 8.0 RT 1.0 B-9 6" 45° BEND 18+34.4 W 15TH AVENUE 42.6 RT 1.0 B-10 6" 45° BEND 18+53.1 W 15TH AVENUE 57.0 RT 1.0 g-21 6" 45° BEND 31+72.1 W 15TH AVENUE 44.9 RT 1.0 B-22 6" 45° BEND 31+53.1 W 15TH AVENUE 61.7 RT 1.0 B-27 6" 45° BEND 31+72.2 W i5TH AVENUE 43.1 LT 1.0 B-28 6" 45° BEND 31+53A W 15TH AVENUE 1 61.9 LT 1.0 HYDRANT BENDS 8.0 BID ITEM 4236 TOTAL 16.0 BID ITEM 4237 - FURNISH AND INSTALLS" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-33 8" 45° BEND 18+47.3 W ISTH AVENUE 8.0 RT 1.0 B-34 8"45' BEND 18+48.9 W 15TH AVENUE 8.0 RT 1.0 B-35 8" 45° BEND 18+59.7 W 15TH AVENUE 8.0 RT 1.0 B-36 8" 45' BEND 18+61.4 W 15TH AVENUE 8.0 RT 1.0 B-29 8" 45° BEND 25+06.8 W 15TH AVENUE 8.0 RT 1.0 B-30 8" 45° BEND 25+08.3 W 15TH AVENUE 8.0 RT 1.0 B-31 8" 45' BEND 25+18.8 W 15TH AVENUE 8.0 RT 1.0 B-32 B" 45° BEND 25+20.9 W 15TH AVENUE 8.0 RT 1.0 B-19 8" 45° BEND 31+40.3 W 15TH AVENUE 8.3 RT 1.0 B-20 8" 45° BEND 31+51.1 W 15TH AVENUE 21.0 RT 1.0 g-23 8" 45° BEND 31+72.2 Wi5TH AVENUE 17.9 RT 1.0 B-24 8" 45° BEND 31+72.2 W 15TH AVENUE 13.2 RT 1.0 g-25 8" 45° BEND 31+72.2 W 15TH AVENUE 3.3 RT 1.0 B-26 8" 45° BEND 31+72.2 1 W ISTH AVENUE 1.6 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4237 TOTAL 14.0 BID ITEM 4239 - FURNISH AND INSTALL 12" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-11 12" 45' BEND 24+95.4 W ISTH AVENUE 1.6 RT 1.0 B-12 12"45°BEND 24+95.4 W15TH AVENUE 2.6 LT 1.0 8-13 12" 45° BEND 24+95.4 W ISTH AVENUE 19.6 LT 1.0 B-14 12" 45'BEND 24+95.4 W15TH AVENUE 24.9 LT 1.0 B-15 12"45* BEND 24+95A W 15TH AVENUE 37.0 LT 1.0 B-16 12" 45° BEND 1 25+17.9 W 15TH AVENUE 1 57.0 LT 1.0 B-17 12" 45° BEND 24+95.3 Wi5TH AVENUE 45.3 RT 1.0 g-18 12" 45°BEND 25+17.3 Wi5TH AVENUE 67.8 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4239 TOTAL 8.0 PLAN REVISIONS DESCRIPTION > FOR CONSTF NAME FITTING STATION STREET OFFSET EACH T-1 6"x6"TEE 11+92.3 1 W15TH AVENUE 1 8.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4101 TOTAL 1.0 BID ITEM 4264 - FURNISH AND INSTALL 8" X 6" REDUCER NAME FITTING STATION STREET OFFSET EACH R-6 8" x 6" REDUCER 12+08.1 W 15TH AVENUE 8.0 RT 1.0 R-3 8" X 6" REDUCER 18+34.4 W 15TH AVENUE 40.1 RT 1.0 R-4 8" X 6" REDUCER 31+72.2 W 15TH AVENUE 42.4 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4264 TOTAL 3.0 BID ITEM 4401- FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-1 6" VALVE 11+92.2 W 15TH AVENUE 10.0 RT 1.0 V-3 6" VALVE 11+92.4 W 15TH AVENUE 5.4 RT 1.0 V-32 6" VALVE 12+41.9 W 15TH AVENUE 10.2 RT 1.0 V-7 6" VALVE 18+32.2 W 15TH AVENUE 35.3 RT 1.0 V-8 6" VALVE 18+34.4 W 15TH AVENUE 41.3 RT 1.0 V-11 6" VALVE 22+66.0 W ISTH AVENUE 9.8 RT 1.0 V-16 6" VALVE 25+51.2 W 15TH AVENUE 10.3 RT 1.0 y-20 6" VALVE 28+75.0 W 15TH AVENUE 10.3 RT 1.0 V-27 6" VALVE 31+74.5 W 15TH AVENUE 38.5 LT 1.0 V-30 6" VALVE 34+38.4 W 15TH AVENUE 10.4 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4401 TOTAL 10.0 BID ITEM 4402 - FURNISH AND INSTALLS" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-2 8" VALVE 12+39.6 W 15TH AVENUE 8.0 RT 1.0 V-31 8" VALVE 12+44.4 W 15TH AVENUE 8.0 RT 1.0 VA 8" VALVE 18+32.8 W 15TH AVENUE 8.0 RT 1.0 V-5 8" VALVE 18+34.5 W 15TH AVENUE 9.8 RT 1.0 V-6 8" VALVE 18+36.2 W 15TH AVENUE 8.0 RT 1.0 V-9 8" VALVE 22+63.6 W 15TH AVENUE 8.0 RT 1.0 V-10 8" VALVE 22+68.5 W 15TH AVENUE 8.0 RT 1.0 V-12 8" VALVE 24+91.9 W 15TH AVENUE 8.0 RT 1.0 V-13 8" VALVE 24+99.2 W 15TH AVENUE 8.0 RT 1.0 V-17 8" VALVE 25+53.7 W 15TH AVENUE 8.0 RT 1.0 V-18 8" VALVE 28+72.1 W 15TH AVENUE 8.0 RT 1.0 V-19 8" VALVE 28+77.5 W 15TH AVENUE 8.0 RT 1.0 V-21 8" VALVE 31+70.5 W 15TH AVENUE 21.0 RT 1.0 V-22 8" VALVE 31+72.2 W 15TH AVENUE 19.4 RT 1.0 V-23 8" VALVE 31+72.2 W ISTH AVENUE 5.8 LT 1.0 V-24 8" VALVE 31+74.9 W 15TH AVENUE 8.0 LT 1.0 V-25 8" VALVE 31+72.2 W 15TH AVENUE 10.8 LT 1.0 V-26 8" VALVE 31+72.2 W 15TH AVENUE 35.7 LT 1.0 V-28 8" VALVE 34+36.2 W 15TH AVENUE 8.0 LT 1.0 V-29 8" VALVE 34+40.6 W 15TH AVENUE 8.0 LT 1.0 UNDISTRIBUTED 1.0 BID ITEM 4402 TOTAL 21.0 BID ITEM 4404 - FURNISH AND INSTALL 12" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-14 12" VALVE 24+95.4 Wi5TH AVENUE 11.3 RT 1.0 V-15 12"VALVE 24+95.4 WiSTH AVENUE 5.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4404 TOTAL 2.0 BID ITEM 4500 - FURNISH AND INSTALL HYDRANT NAME FITTING STATION STREET OFFSET EACH H-7 HYDRANT 12+41.9 W 15TH AVENUE 23.7 RT 1.0 H-1 HYDRANT 18+19.2 W 15TH AVENUE 35.3 RT 1.0 H-2 HYDRANT 22+66.0 W 15TH AVENUE 21.6 RT 1.0 H-3 HYDRANT 25+51.4 W 15TH AVENUE 23.2 RT 1.0 H-4 HYDRANT 28+75.0 W 15TH AVENUE 23.7 RT 1.0 H-5 HYDRANT 31+87.2 W 15TH AVENUE 38.4 LT 1.0 H-6 HYDRANT 34+38.4 1 W 15TH AVENUE 23A LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4500 TOTAL 7.0 DATE BY 01/14/2025 CITY CONTRACT 25-07 WATER QUANTITIES SHEET27A OF 28 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: Ln N O N mot' s CITY OF OSHKOSH, WISCONSIN ITEM 4058 BID ITEM 4060 BID ITEM 4064 CONNECT TO EX. CONNE CONNECT TO EX. T NUMBER STA. OFFSETEET CO-1 51+88.0 12.8 RTENUE T777p7-TuEX, CO-7 31+37 62.0 RT EET CO-13 25+17.2 68.9 RT 1.0 #NBID REET CO-10 25+17.9 60.4 LT 1.0 STREET CO-16 31+53.1 63.3RT "0 STREET CO-15 31+53.4 61.8LT 1.0 ENUE CO-19 37+72.7 6,6 LT 1.0 W 15TH AVENUE 4.0 1.0 2.0 UNIISTRIBUTEITOTALIS UNDISTRIBUTEDTOTALS 0.0 0.0 0.0 CONTRACT TOTALS 4.0 1.0 2'0 BID ITEM 4920 REMOVAL OF STA. STA. OFFSET WATER MAIN NUE 11+93.5 12+37.8 9.7 LT 44.3 NUE 24+59.0 25+50.0 rAVENUE NUE 25+17.3 25+17.3 NUE 25+17.3 25+17.3 NUE 31+41 31+51 RLT/RTS0.0 ENUE 31+53 31+53 UNDISTRIBUTEDCONTRACTTOTAL BID ITEM 4352 BID ITEM 4354 6" CUT & CAP 8" CUT & CAP STREET STA. OFFSET EACH EACH UNDISTRIBUTED 2.0 2.0 CONTRACTTOTAL 2.0 2.0 PLAN DESIGN INFORMATION DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 4990 EXCAVATION SPECIAL WATER TONS UNDISTRIBUTED TOTAL 50 CONTRACT TOTAL 50 BID ITEM 4800 ROCK EXCAVATION C.Y. 50.0 50.0 BID ITEM 4726 - FURNISH AND INSTALL OPEN CUT 18" CASING PIPE STREET START STA. END STA. OFFSET LENGTH W 15TH AVE 24+95.4 24+95.4 LT 12.0 W 15TH AVE 31+72.2 31+72.2 RT 8.0 UNDISTRIBUTED 0.0 BID ITEM 4726 TOTAL 20.0 PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTF SCALE IN FEET: ° 20 40 DATE I BY CITY CONTRACT 25-07 WATER QUANTITIES SHEET27B OF 28 a Q) 0 0 1 Lo N Lo N 0 N m F I, I BIn RfM AU4B I BID ITEM 4USU I BIU IItM 9U» u ' �J�'yL�Yb1'1'.iiSIiMMIM�11iY.7YLii�+'a � a©� ate■®��aa■�� , WATER ��m�iioa �a�®������������ � �� as©■� ■� ����©tea � ������a��a�� � � �a � s ■� ����a Mml as © ���©off ®®� ��� �i©iaaa sv a■� ©ice i� as a©■ �� aaa- aaa�� � �����© � ■� © �a �■a■� 30 307A�� CONTRACT � �000 ;aim o ©©■� ©� s � ■������ CITY OF OSHKOSH, WISCONSIN PLAN DESIGN INFORMAI IUN DESIGN DATE JUNE 2024 DESIGN ENGINEER MWN DESIGN ENGINEER CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION SCALE IN FEET: DATE BY 01/1412025 CITY CONTRACT 25-07 LATERAL QUANTITIES SHEET 28 OF 28