The URL can be used to link to this page

Home My WebLink About24-02/Waugoo Avenue ReconstructionLAKE BUTTE DES MORTS CITY CONTRACT 24-02 WAUGOO 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 WAUGOO AVENUE, N. MAIN ST. TO STA. 28+00 6 WAUGOO AVENUE, STA. 28+00 TO STA. 33+00 7 WAUGOO AVENUE, STA. 33+00 TO STA. 38+50 8 WAUGOO AVENUE, STA. 38+50 TO STA. 44+00 9 WAUGOO AVENUE, STA. 44+00 TO MILL ST. STRIPPING 10 WAUGOO AVENUE, N. MAIN ST. TO STA. 28+00 11 WAUGOO AVENUE, STA. 28+00 TO STA. 33+00 12 WAUGOO AVENUE, STA. 33+00 TO MILL ST. UTILITIES 13 WAUGOO AVENUE, N. MAIN ST. TO STA. 26+50 14 WAUGOO AVENUE, STA. 26+50 TO STA. 30+00 15 WAUGOO AVENUE, STA. 30+00 TO STA. 34+00 16 WAUGOO AVENUE, STA. 34+00 TO STA. 37+50 17 WAUGOO AVENUE, STA. 37+50 TO STA. 42+00 18 WAUGOO AVENUE, STA. 42+00 TO STA. 46+00 19 WAUGOO AVENUE, STA. 46+00 TO STA. 49+00 20 UTILITY TIE-IN STATE STREET 29 UTILITY TIE-IN WEST SIDE OF BROAD STREET, EAST SIDE OF BROAD STREET 22 UTILITY TIE-IN BAY STREET, MILL STREET ELECTRICAL 23 WAUGOO AVNUE, ELECTRICAL PLANS 24 WAUGOO AVNUE, ELECTRICAL PLANS 25 WAUGOO AVNUE, ELECTRICAL PLANS 26 WAUGOO AVNUE, ELECTRICAL PLANS QUANTITIES 27 ELECTRICAL ESTIMATED QUANTITY SHEET 28 PAVING ESTIMATED QUANTITY SHEET 29 LATERAL ESTIMATED QUANTITY SHEET 30 STORM ESTIMATED QUANTITY SHEET 31 SANITARY ESTIMATED QUANTITY SHEET 32A-B WATER ESTIMATED QUANTITY SHEET ISSUED FOR BID: 10/17/2023 DESIGNATED HAUL ROUTES OSHKOSH, WISCONSIN STREETS TO BE PAVED/UTILITY WORK << DESIGNATED HAUL ROUTES �©- DESIGNATED HAUL ROUTES (EMPTY TRUCKS ONLY) DESIGNATED TRUCK ROUTES O PROJECT AREA HAUL ROUTES ALONG COURT AND BAY ARE ONLY TO BE USED IF THERE IS NO ACCESS TO MAIN OR BOWEN. M N O N M O CD 3 a vi i VY CA N O N \ M O SECTION TYPICAL INTEGRAL CONCRETE PAVEMENTCITY OF OSHKOSH, WI REVISIONS NOT TO SCALE "E" RIGHT OF WAY PAVEMENT SUMMARY - CONTRACT 24-02 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK, 6" THRU DRIVEWAY (WHERE REQ'D.) VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES 6" THRU DRIVEWAY (WHERE REQ'D.) PAVEMENT NOTES C/ "B" 1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL % SLOPE = 1.0% MIN. 4.0% MAX. 6" 1.0-2.0 o BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW 6„ —+- I CONSTRUCTION OR HINGE JOINT AT C/L WITH Y2" X 30" DEFORMED BARS - STREET CONSTRUCTION IF CONFLICTS EXIST. . ..<, y `.y :• '. ' :`.::-,y - :,5y:; ,.,,y •�y 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK AND FOR TURF RESTORATION WORK. !10.-2.0 BACKFILL, TOP SOIL, �........_ .........:..... - BACKFILL, TOP SOIL, FERTILIZE SEED &MULCH WHERE DISTURBED (VARIES) 2.0' �{ (► 2.0' T L ZE SEED &MULCH 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT WHERE DISTURBED (VARIES) SHALL BE PERMITTED. WITH Y2" X 30" DEFORMED BARS 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB, BACKFILL, TOP SOIL, "C" CONCRETE PAVEMENT "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH WITH INTEGRAL CURB BASE COURSE FERTILIZE, SEED & MULCH 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD, 6. GRADESSHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY BENCHMARK INFORMATION THE EISHED R IN THEAs F 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, TYPICAL HATCHING PATTERNS AND - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR B" PAVEMENT TRANSVERSE JOINTS SHALL BE SAWED AT DESIGNATION SYMBOLS SHOWN ON SHEETS FOR GRADING/PAVINGWORK 15'(MAX) 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. AREAS INDICATING NEW ASPHALT 9. INLET CASTING TO BE WELLED 3/4" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. AREAS INDICATING GRAVEL SHOULDER OR DRIVEWAY 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS E31�1 AREAS INDICATING DISTURBED LANDSCAPE MATERIAL TO BE REPLACED CAI IN KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID ITEM #1370. ®AREAS INDICATING PAVER BRICK TO BE REMOVED/SALVAGED AND RE -SET. COST SHALL BE INCLUDED WITH TURF RESTORATION BID ITEM #1370. AREAS INDICATING BARK MULCH City Contract 23-01 Benchmarks List 2/7/2023 Number Station Street Alignment Description Elevation 1 3+20 WISCONSIN HYDRANT TAGBOLT @ NE CORNER OF WISCONSIN & NEW YORK 769.02 2 5+57 WISCONSIN HYDRANT TAGBOLT @ NE CORNER OF 1220 WISCONSIN ST 767.92 3 10+78 WISCONSIN HYDRANT TAGBOLT @ SE CORNER OF WISCONSIN & ANNEX 767.18 4 14+28 WISCONSIN HYDRANT TAGBOLT @ NW CORNER OF WISCONSIN & CONGRESS 766.76 5 16+92 WISCONSIN HYDRANT TAGBOLT @ SE CORNER OF WISCONSIN & NEVADA 767.10 6 19+97 WISCONSIN HYDRANT TAGBOLT @ SE CORNER OF WISCONSIN & BENT 766.37 SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. (3)-20' LENGTHS OF #4 REINFORCING RODS REQUIRED OVER UTILITY TRENCHES. (TYP) (2) 44 SIDEWALK TIE BARS REQUIRED WHERE MATCHING EXISTING SIDEWALK. (TYP) 12. TURF RESTORATION LIMITS BEHIND THE SIDEWALK TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMES RASE-DIR, PUBLIC WORKS PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH- DIVISION MANAGER/ 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-232-5333 WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS-CITY FORESTER 920-602-2255 PARKS DEPARTMENT OSHKOSH, WI CHAD DALLMAN-ASST. DIR. PARKS 920-232-5313 FORESTRY DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION PAVEMENT SCHEDULE FOR CONTRACT 24-02 CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHKOSH, WI BRIAN GRIESBACH MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION NET C/L "A" "B" "C" "D" "E" CITY OF OSHKOSH 928 DEMPSEY TR. JIM COLONS 920.232-5342 LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SPECTRUM 3520 DESTINATION DR. APPLETON, WI VINCE ALBIN DAY 920-831-9249 EVE 920-73"444 WAUGOO AVENUE 836.1 40' 10' 5" VARIES UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY (N. MAIN ST. TO COURT ST.) 7" CONCRETE APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN-SENIOR SERVICE 920E17-2778 SERVICE CORP. OSHKOSH, WI MANAGER WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800-450-7280 WAUGOO AVENUE 30' 64' UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800-450-7240 WISCONSIN & 1890 E. JOHNSON ST. (COURT ST. TO BROAD ST.) 481.4' 7.5' 7" CONCRETE 5„ APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. SOUTHERN RR CO. MADISON, WI BEN MEIGHAN 608-2439129 WAUGOO AVENUE 104.5' 30' N/A 4"ASPHALT 101 64' UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY TRANS CANADA 801 O'KEEFE ROAD MATT ERNST 920-338-6573 (BROAD ST. INTERSECTION) APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. DE PERE, WI ANR PIPELINE COMPANY W3925 PIPELINE LN. EDEN, WI LARRY HUBER 920477-2235 WAUGOO AVENUE 1056.83' 30' 7.5' 5„ 64' UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 92D-929-1013 (BROAD ST. TO MILL ST.) 7" CONCRETE APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. FOND OU LAC, W'i ENGINEER WINDSTREAM 13935 BISHOPS DR. JAMES KOSTUCH 262-792-7938 BROOKFIELD, WI 53005 CANADIAN NATIONAL RR 1625 DEPOT ST. STEVENS POINT, VJI JACKIE MACEWICZ 715-3452503 UW-O FACILITIES 650 WITZEL AVE. JOANN RIFE 920424-2438 MANAGEMENT OSHKOSH, W154903 7:30-4:30 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION J L PLAN REVISIONS DESCRIPTION DATE I BY ppV E M ENT SUMMARY NO. STATION STATION DESCRIPTION DESCRIPTION ELEV�� DESIGN DATE ISSUED FOR BID 10/17/2023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4D CITY CONTRACT 24-02 SHEET 3 OF 32 n N O N M 0 an En 0 J T 0 c 0 D GENERAL NOTES FOR CONTRACT 24-02 FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL FORMULA INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION FOR ALL STORM MANHOLE RISERS OF THE INLET AND STORM SEWER. DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET FOR ALL STORM INLETS & INLET MANHOLES CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP TO CITY GARAGE. DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 1' VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS 757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED IN THE UNIT BID PRICE FOR CONCRETE SIDEWALK AND PAVEMENT. OA = ABANDON INLET/MANHOLE - PLUG & BLOCK: CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH OSHKOSH. TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS OR LATERAL 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE IS LARGER THAN 6". EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME Ip = TYPED "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP). THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL ***UNLESS OTHERWISE NOTED ON PLAN*** ALL SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) UNLESS OTHERWISE NOTED. 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND O CONNECT TO EXISTING SERVICE (TYP.) 5' TO 10' FROM STANDARD LIGHT DUTY 8" BACK OF WALK (NYLOPLAST - 0899CGSF)* UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET **"NO DUMPING DRAINS TO CONSTRUCTION IF CONFLICTS EXIST. 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK WATERWAY" GRATE MARKER** WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) 2 O 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER 3 RELAY LIVE STORM LATERALS (6" TYP. OR AS SPECIFIED) DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER O EXISTING GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN. BALLS MIN. (TYP) SURFACE AS NEEDED FROM GRATE TO PROVIDE MOWABLE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 2 MARKER BALLS MIN. (TYP) 2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. O STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. r(: SEWER 6" PVC STORM SEWER LATERAL MAIN CITY OF OSHKOSH, WISCONSIN REVISIONS UTILITY SUMMARY - CONTRACT 24-02 * = OR APPROVED EQUAL BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR BID 10/17/2023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 24-02 SHEET 4 OF 32 * ALL DRIVEWAY FLARES TO BE 4' WIDE BETWEEN STATE STREET ANDCOURT STREET UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 760 759 758 757 756 755 22 760 759 758 757 756 755 754 22 760 759 758 757 756 "I PROP. 7"CONC. PAV'T H.E.S. W/ 5"C.A.B.C. FULL DEPTH SAWCUT REQ'D. i CURB RADIUS REQ'D. BID ITEM #1303 TIE-IN PAVING 1.25" DOWELS BARS REQ'D (TYP.) o.c. 1 �'\ (TYP.) 26' r r�, lu- ED- FETF n 58.34 APPROX. TURF A 1, TYP.) ;4' 26'F-F e, 1,! 4 REMOVE30 z WAUG00 AVE PROP. BARK MULCH REQ'D OFFICES RESTORATION LIMIT l6w wo PAID AS TURF RESTORATION 757 84 1, , .758 CURBAND BID ITEM (#1370) SAWCUT REQ'D (TYP) A F20 1 758.41 -, -pi , .' . KO ft lz GUTTER (TYP.) +07.69 MOTO PROP. 6"CONG. DWY 4' CURB REQ'D FROM DVvVY TO FOR -22.68 4 1� APRON REQ'D (TYP.) , I 15'R ELECTRIC *** 51, 7758.3 + REMOVE TREE -0 (p S COT I.D.) (TYP.) ERS RI • •. . . . . . . . . . . mom rrrrrrrrrrrrrrrrrrrrr m a WIN 0o m walm REPLACE DISTURBED MATERIAL IN -KIND. COST SHALL BE INCLUDED IN TURF RESTORATION BID ITEM (#1370) PROP. 4" ASP. SURFACE LT W/ 6" C.A.B.C. (TYP.) P.P. IN PAV'T EXISTING E108 EX ISTING GARAG ES P.P. IN PAV'T ALONG RADIUS (TYP.) W.F. REQ'D 2;7 \_ EX. R.O.W. (TYP.) a: d" EX. LIGHT POLE (TYP.) 757 2) (TYP.) Y'S EXISTING I 24'1,p BARBERSHOP ARTFUL BUILDING 25 19 EK-1 MOUNTABLE NOSE REQ'D. CONTRACTOR SHALL 5 GIFT EH-1 757 EXISTING REMOVE EX. VAULT AND DD I COST SHALL BE INCLUDED: fl G 22 EXISTING WITH BID ITEM #1303 (TYP.)' 1j. BUILDING FILL WITH GRAVEL. PAID G EEJ E AS BID ITEM #1103. IT -I L rl 3A_j ATOMICKAT7 z BUILDING 1" EXPANSION JOINT REQ'D BOUTIQUE REIMER ATOMIKAT ALONG BUILDING FACE, MARKET 1 4" CON IN JEWELERS E SIDEWALK TO BE AT ON SAWCUT REQ'D (TYP.) MA JOINT SEALER REQ'D N SIDEWALK TIE BARS LEAST 5'WIDE ENTIRE (TREMCO VULCEM 45SSL REQ'D (TYP.) P. 1 c o w LENGTH OF BUILDING LIMESTONE COLOR OR AT 224 STATE ST. PROVED EQUAL) (TYP.) AP FULL DEPTH SAWCUT REQ'D. I- DOWELS BARS REO'D (TYP.) L 756.34---- 755.62 28+00 756.03 755.64 0 ................. ...... . . . ........ EX. SOUTH ... ......... ....... .. --- — - - ----- B.O.W. PROFILE 1- JIIII - ------------ PROP. SOUTH TOC PROFILE L; to ZL 0.328% •0.830% < (WAUGOO) 4"CURB REQ'D AT FOR ADJ. INLET BOX 4" CURB REQ'D AT FOR ... ...... . PROP. SOUTH FL PROFILE 2% 4" CURB REQ'D AT FOR 4' CURB REQ'D AT FOR (STATE) (WAUGOO) (STATE) 22+00 22+50 23+00 CITY OF OSHKOSH, WISCONSIN 23+50 24+00 24+50 PLAN DESIGN INFORMATION DESIGN DATE SEPTEMBER 2023 DESIGN ENGINEER JDD DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS 25+00 25+50 26+00 PLAN REVISIONS DESCRIPTION ISSUED FOR BID 20 40 SCALE IN FEET: 760 759 758 757 756 755 �00 760 759 758 757 756 755 754 00 760 759 758 757 756 755 26+50 27+00 27+50 28+00 DATE I BY CONCRETE PAVING 10117/2023 WAUGOO AVENUE N. MAIN ST. TO STA 28+00 CITY CONTRACT 24-02 SHEET 05 OF 32 WAUGOO "Em EX. LANDSCAPING 10 BE PRESERVED. SALVAGE AND RESET EX. RI INCLUDED TURF N ROCK RETAINING WALL. COSTS SHALL BE INCLUDED IN TURF • ALL DRIVEWAY FLARES PROP. 6"CONC DWY -- — ---- B ID ITEM (i" 3 0, RESTORATION BID ITEM (#1370). RESTORATION To BE 4'WIDE BETWEEN EXISTING APRON REQ'D (�W.) D RESET N D EX. BLOCK TO BE REMOVED AND RESET REMOVED AN STATE STREET AND COURT LOT PROPERTY.COSTIS ON PRIVATE PROPERTY. COST IS STREET UNLESS EXISTING PROP. 4'ASP. EXISTING To THE PROJECT. INCIDENTAL TO THE PROJECT. OTHERWISE DIRECTED BY EX. PROPERTY IRON (TYP.) LOT SURFACE LT W/ 6" PARKING THE ENGINEER. CA.B.C. (TYP.) LOT EX. HEDGE ROW TO BE PRESERVED TO F3oTl L F200 F-21 GREATEST EXTENT POSSIBLE. REQ'D. F300 F310 P.P.SIDEWALK TIE BARS TRIMMING AND ROOT PRUNING PAID AS C+G STATIONS 31 +00 TO 33+00 DISTANCE FROM P.P. P.P.IN APRON P.P. REQ'D (TYP.) H i YP ) ) 0 , (TYP. E TO B.O.C. (TYP.) EX GAS VALVE T "'Sp IN PAV'T (TYP.) kl�NPAV�' .... ...... ........... . ... e. f PAV T J; • V�* Ll _7 yril- . ............. 7 z N i 0 . ...... . . ........... 1 0025' 799 60= (D (D 755.76 �::--` 2:2:T� �— I q, -755. 797� ---756.01 I FULL DEPTH SAWCUT RED' D. 1 0 1.25" DOWELS BARS REQ'D I L —10 j f56'.33 1 755.95 E:< - 755.75 -28+00 LP E P p 33+00-\ +50.00 29 00 0 +8 31+01 32 00 --- — ------- - 756.03 0 . . .................... . 755.73 0 M5.89 756.04 PROP. 7° CONC, PAV'T Wl 5"CA.B.C. REQ'D 756.20 5-.. .46 i 756.57 756.42 0 756.23 PROP. 7"CONC, PAV7 Wt 5- CA.B.C. REQ-D --- 756.03 755.64 755.33 755.52==--_, 755.72 755.91— Z24 756 29- PROP. CONC. PAV'T TO MATCH INTO EX, CONC. AT 7-16.13 75 755.74 0 INTERSECTION. EX. CONC. - • PAV'T IN INTERSECTION TO - ------ 4 REMAIN. EX. R.O.W. . .......... .... . .. . ....... (TYP.) APPROXTURF ASP RESTORATION LIMITS R + F211 (TYP.) CURBAND GUTTER (TYP.) i . i -I REMOVEAND REMO' REP A REPLACE EX. L 309 REMOVE TREE , STEP CONC. STEP (TYP.) CONC. TRE F109A E EXISTING I BUILDING (I.D.) (TYP.) SECOND I CHANCE PROP. 6"GRAVEL PROP �D IA EX FENCE TO REMAIN. IF PROGRAM 0 D.W.Y. REQ'D (TYP.) W Y Q DISTURB ED COST TO RESET IS INCIDENTAL TO THE P.) SAWCUT REQ'D (TYP.) PROJECT. 758 757 756 755 754 PROP. NORTH FL PROFILE PROP. NORTH TOC PROFILE . . . .............. . — ----- . ......... . . ......... ..... . . .... — - — 28+00 28+50 29+00 29+50 760 759 758 757 756 755 754 30+00 30+50 31+00 31+50 EX NORTH B.O.W. PROFILE 32+00 32+50 33 o ......... . .... ..... . . .......... . - ....... ..... ...... .. . ......... . . w Q EX. CL PROFILE PROP. CL PROFILE ------------- 28+00 2e+50 29+00 29+50 30+00 30+50 758 757 756 755 754 31+00 31+50 32+00 32+50 33- FILE PROP. SOUTH TOC PRO . ............... .. . ... ..... .. ... 0 EX. SOUTH B.O.W.'PROFILE 0, . .............. . . ------ .. . . .... . . ....... ........... WM7 . . .... ..... . . ....... 1. PROP SOUTH FL PROFILE /jo 757 756 755 754 -00 760 759 758 757 756 755 758 757 756 755 754 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY I CONCRETE PAVING WAUC700"ENUE STA 28+00 TO STA 33+00 DESCRIPTION ELEV.DESIGN DATE I SEPTEMBER2023 ISSUED FOR BID 1011 71202! DESIGN ENGINEER JDD DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: i im" CITY CONTRACT 24-02 SHEET 06 OF 32 757 756 755 754 753 33 757 756 755 754 753 752 33 757 756 755 754 "I I i TTAPER TO 0" CURB KONRAD-BEHLMAN I I FUNERAL HOME WAUGOO AVE. HEIGHT REQ'D (TYP.) - 'AV T SIDEWALK TIE BARS REQ'D PROP 4"ASP EX. PROPERTY IRON (TYP.) (TYP.) SIDEWALK TIE BARS SURFACE LT W/ 6' I REQ'D (TYP.) 01 PROP. 30"CURB AND REMOVEAND GUTTER (7') REQ'D (TYP) C.A.B.C. (TYP.) : , ?�' 1 PROP. 6"CONC. DWY REPLACE EX. F4T2A 420A] APRON REQ'D (TY F402 CONC. STEP (TYP.) F412 F41. F420 E DISTANCE FROM P P APPROX.TURF SIN CURB EX. UTILITY MH. TO BE RESTORATION L I REQ'D (TYP.) it RELOCATED BY OTHERS. TO B.O.C. (TYP.; H TORATION OMITS (TYP.) 4 00 755: 0. 0 kF; . . ......... X'12" 6'Z ',' 2"( 1 � . . . ........... . . 4.4(7) 755.75 755.55 755.36 754.88 ------ 764.61 75-4.51 754.60 -0 _ 754. 754.77 7 GB El. ASP. PPJ,`T 33+00 - - - ------- 34t00 ------- 35t00 +6LPO ------ E R/.36too / I 755.14 756.03 755.84 755.64 755.45 795.117 754.90754.80 754.90 755.74 0 0 PROP. 7' CONC, PAV'T W/ 5"CA.B.C. REQ'D 0 0754/77 755.55 755.35 m 755.16 754.89 754.61 754.52 75 b .. ... .. ....... ... . ... . ........ 12"( r'VlZ 24" .4.61 . . . . . ............. ........... ...... . . ............. %. ....... F rt. A FI pop" FT Tl F,-, 1- 1 F-401 41 F411 F 411 4 1 F I F 421 PROP. 6"H.E.S. CONC.. REMOVE TREE F409A F 41 1A] 12"CURB HEAD REQ'D D.W.Y. TIE-IN REQ'D (I.D.) (TYYP.)P.) F4098] ALONG RADIUS (TYP.) (TYP.) I EX. R.O.W. (TYP.) PROP. 6"GRAVEL 2'TAPEI, I D.W.Y. REQ'D (TYP.) i I HEIGHT REQ'D (TYP.) PROP. OPEN GRATE MH. W/ ASPHALT PAV'T SURROUNDING (TYP.) '? I FA REMOVE 30" CURBAND ■ F__GUTTER (TYP.) '02_] jj Cau, 754.19 I 755.45 o / V54.2' . . . . . ........... . 755.30 754.34 0 ------ 753.52 753.20 !! B E-�'9 8 GB 2 +50 V 7 /75 . 5.53 /754,61 7C3.82 753.50 � o 7.rAAA 753.19 EX. RAIL A - GATE i 754. TY P.) 755.70 0 75550 }i//� PROP. 4" ASP. TR/QITION LT W/ 10"CABC (TYP.) ER 714.12 714.90' 754.67 1 1, P + 5R (-6 9� 191 o � 1-1 Q, . . ...... . ........... .............. PROP. 6"CONC. SIDEWALK - TIE-IN-REQ'D (TYP.) F -50-3 1 F, -og I TRANSITION ASPHALTIC PAV'T THICKNESS TO MATCH CONCRETE PAV'T THICKNESS OVER 8' (TYP.) 2'X5' D.W.F. REQ'D (TYP.)RAD CUR O RADIUS PT DTOFO.0 I -1 �7M R4 11111 39 16, I IV M IV 3_3d 0 11 + ci EX PROFILE NORTH B.O.' 21 + 7 'd + , U) In PROP. NORTH TOC PROM _E PROP. NORTI- FL PROFILE 42 -0.400% .... . ..... . .......... . . . ........ . t_l cl; 5 8 ......... . . . --d . ........... . ......... . ...... . ......... . ..... .............. . ................... -0.650% PROP SOUTH TOC PROFILE EX. SOUTH B.O.W. PROFILE q + rz + v� W I, . . . ................. . . ... ...... ... . .......... .... .... . . ..... .......... .......... . .. ... In + -0.393%1cn . TZ.77, -PROP. SOUTH FL PROFILE 0.312% 757 756 755 754 753 50 757 756 755 754 753 752 50 757 756 755 754 753 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY I CONCRETE PAVING NO. STATION DESCRIPTION DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10/17/2023 WAUGOO AVENUE DESIGN ENGINEER JDD I DESIGN ENGINEER STA 33+00 TO STA 38+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 00 20 40 CITY CONTRACT 24-02 SHEET 07 OF 32 756 755 754 753 757 756 755 754 753 752 WAUGQO "E. F.x. a PROP. 7"CONC. PAVT H.E.S. SURFACE LT W1 6' SIDEWALK TIE IN A.B.C. REQ'D . . . .... CA.B.C. (TYP.) EX. (TYP.) DISTANCE FROM P.P. r PROP. 6"CONC. DWY REQ'D (TYP.) TO B.O.C. (TYP.) APRON REQ'D (TYP.) EX. PROPERTY IRO F122A F112A] N (TYP.) J PROP 4" ASP. PROP 6"CONC. wt 5" C. TYP.) LR R.O.W.0 W 71,TYP L)4 ----- - F�47. 546 x F604 [76D. SIDE F512 FIM FI-I 61 F122 ] WALKTIE REMOVE30" BARS REQ'D PIP P.P. 3"CURB HEAD REQ'D _[CURBAND IN 0 L GUTTER (TYP.) IN APRON 1 U) CON 32'F-F 13.45- -4 I 20�h A-20' R 753.46 753. 'o . . . ....... ...... . .......... . . ........ 48" 3'JX, 3' .6 �V, " I , : 9. 3 J1 4- 752.87 752.71 762.78753.01 753.17 753.33 753.49 753.62- 753.90 - 754.21 753.20 to 1 754.08 1 754.40 FX. Az.P, PAvT 0 LP EORIGB OL 50 .65.59 0 41.73 FOR k�l 1 65 44+003� 00 41t00 .......... --42too . . . . . �7 43+ +13 753.17 752.97 753.08 ;r 753.63 753.79 154.11 754.30 1 754.44 753.50 0 m r�� 754.64 _34�00 14- Ae L =-() 753.31 753.47 PROP. 7"CONC, PAVT W/ 5"C.A.B.C. REQ'D 0 0 0 0 12'CURB HEAD 753.19 m 752.78 ALONG RADIUS (TGP.) 754.15 754.45 752.87 752.71 753.0 753.17 753.33 753.49 1 753.62 754.28 9.96 x 4' 9, 2- 6� 2- . .......... 32'F-F +1 7�* P; 154.3Z .753..• 1 ASP Ps SAWCUT REQ'D (TYP.) EX. STEP ,wil... ;�V .-Y '7.zv754.21' 753.74 F5431 F541 F111 1 F511 F121� F525 F521 F111 ] SW CURB -1 1 io, E:6]o FT F, REMOVE AND REMOVE y APPROX. TURF F_511A ] REQ'D (TYP..) 2'X5'D.W.F. REQ'D REMOV REMOVETREE SIDEWALK TIE BARS REQ'D REPLACE EX. PROP. 6"H.E.S. CONC.. ) IT, RESTORATION LIMITS j (I.D.) (TYP.) (TYP.) (TYP CONC. STEP (TYP.) D.W.Y. TIE-IN REQ'D (TYP.) FULL DEPTH SAWCUT REQ'D. (TYP.) PAVTTIESIV DOWELS BARS: SPEED QUEEN REQ'D (TYP.): COIN LAUNDRNI M EX. NORTH B.O.W. PROFILE 0 t uj PRP. NORTH TO C PROFILE O < _ = u_ E) W LL '18% - - 7 0.3 -0.329 . . . ......... . . . ............ - - - - ----- . .. . ..... . ...... . . . .. . ........................ ........ . ............ 4" CURB REQ'D AT EOR PRO. NORTH FL PROFILE I (WAUGOO) 39+00 39+50 40+00 756 755 754 753 752 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 757 756 755 754 753 752 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 756 755 754 753 752 + a� 0 6 EX. CL PROFILE o.529% 0.318% .... . ........ -0.325%o ...... .... . .. ........ . ... . ....... . ... ......... ------- - PROP. CL PROFILE + I o i EX. SOUTH B.O.W. PROFILE PROP. SOUTH TOC PROFILE I V) I, .... ...... U.). .. ... ... ...... . . . . ...... 46ap/__ 0.318% 2 4" CURB REQ'D AT FOR 777777 1 (BAY) 756 755 754 753 752 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 BENCH MARKS - LISGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING ION DESCRIPTION LEV. DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10117/2023 WAUGOO"ENUE DESIGN ENGINEER JDD i ENGINEER STA 38+50 TO STA 44+00 CITY OF OSHKOSH, WISCONSIN -DESIGN Ji MES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 24-02 SHEET 08 OF 32 758 757 756 755 754 I I I 1 I 1 1 I REMOVEAND REPLACE EX. AVE. 1 FULL WAU 00 ADEPTHSAWCUT �!I GONG. STEP (TYP.) i SIDEWALK TIE BARS REQ'D ISAWCUT REQ'D (TYP.) I . REQ'D ii (TYP.) 1 III III I PROP. 6" CONC. DWY APPROX. TURF APRON REQ'D (TYP.) PROP. 4' ASP. H SIDEWALK TIE BARS RESTORATION LIMITS I ( I I SURFACE LT W/ 6" I REQ'D (TYP.) 1 (TYP.) 1 1 1 C.A.B.C. (TYP.) 1 614 I I 62 648620WAPRON 624 628 - I t 1 C 1 P.P. 1 CO'i 1 RAMP ^9 :: 3 IN APRON I ',; yy 756.52 DISTANCE FROM P.P. Cf� �,.t EX.GAS .� I (N -- • TO O.C.B.TYP.)�> }I I EVALVE :.ON 1 _ J ...__._- +04.99' _ - {k+ T O . e a> ....-- --- ,---- - - -- -._ - .-. . •� ._ f n e .T.I' - - - } AND PROP. 30" 30"CURB " A, n UTTER - -- ---•-•I 1 ® �, - - r - ®-�._: __ e.._-.'.,.___-, ®---_._...... _ __....__._e _q1........_...--......- - - .---..;,....--o - e ......._ .............._' _...In �/ ._ (7") REQ'D (TYP_) e L- °4 �j4" 9"�5 �9" r�g" 1 2<xi9"-- -i )(�18" e % --- 3.� ® Q�� 2.V. �. .,,ll g- -- - t8"t•' S - � �'' y6ry.�.. �� - i yam' 754.40 754.58 754.76 754.95 755.13 755.32 755.50 .15 I 756.59 44+00 - 00 46 00 4700 GB -- --- '-- - -- --- -- ----- et-_ii_ 48+00�+0 2 754.83 755.02 755.22 755.41 755.61 755.80 756.11 a 756Ai5' T 754.64 PROP. 7° CONC, PAV'T ro � I / I 754.45 W/ 5° C.A.B.C. REQ'D ® ® I V 754.63 754.80 754.98 755.15 755.33 755.50 755.81 756.15 Ss 756.34 g JCy, J( Jy e n -_ -_ __ _. _ _ i 1 .� f'�� ... .Ilf-.... Ela .. \.G 1 - l-� r, _ CON 04 755.83 I REMOVE TREE I -( PROP 14" I j (I.D.) (TYP.) 1 SW CURB ` 613 617 621 I 629 633 ( 637 I 641 (REQ'D (TYP.) 647 ASP. ` <. TRANSITION 1 I 1 REMOVE 30" I 629A 1 1 LT W/ CURB AND EX. R.O.W. (TYP.) 2'X5' D.W.F. REQ'D 10" CABC GUTTER (TYP.) ( PROP. 6" GRAVEL I I ( (TYP.) (TYP') 1 EX. PROPERTY IRON TYP. I I D.W.Y. REQ'D (TYP.) (TYP.) PROP. 6" H.E.S. CONC. 12"CURB HEAD REQ'D D.W.Y. TIE-IN REQ'D I ALONG RADIUS (TYP.) 1 I I (TYP.) 1 i r of 00 + N N Q N n I --- - ----------- -- _ PROP NORTH FL FILE - - - - PRO ..._........... ........... EX. NORTH B.O.W. PROFILE PROP. NORTH -TOO PR- - _ ---- - - - _ - ----- - _ _ I------ - - "-" 1-- ._---,-_ i - OFILE vFi u? 0.36 - - 4" CURB REQ'D AT FOR - 4" CURB REQ'D AT - (WAUGOO) FOR (MILL) 44+00 44+50 45+00 760 759 758 757 756 755 754 45+50 46+00 46+50 47+00 760 759 758 757 756 755 754 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 758 757 756 755 754 758 757 756 755 754 47+50 48+00 48+50 cn � � N O WV N : O __.....__._ __...... .. _......_. PROP. CL PROFILE a n m O EX. CLPROFILE - ___-_----- - -'- --- iJ- - - - - - '- - --... ..----- --'-----....- - _ _ --_ .....__. .- - --- - --- ...----_....- -- -._._. -_. .._ ._...- --._. _ ...___ _..._.. _.__ ..........-. .. .---_. ___.__ 0618% 0.388 % I I i m N I O SOUTH B.O.W. PROFILE- o� � m I u Q u ....._. .. ._.._..__ __-__--- -'i - ----- ._____.... ..._._.-........ ........ PROP. SOUTH TOG PROFILE ------- - ---- - - _..... .. _...- __-- - - - .._. \� J j I -_--------- ' -- - 9%- - -- --? - - - 4" CURB REQ'D AT FOR 4" CURB REQ'D AT PROP. SOUTH FL PROFILE (WAUGOO) FOR (MILL) 758 757 756 755 754 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING WAUGOO AVENUE STA 44+00 TO MILL ST. NO. STATION DESCRIPTION ELEV. DESIGN DATE SEMTEMBER 2023 ISSUED FOR BID 10/17/2023 DESIGN ENGINEER JDD j DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 24-02 SHEET 09 OF 32 M ,I 6• WIDE CROSSWALK WITH 6" EPDXY SOLID LINE (WHITE), BID ITEM # 1977 (TYP.) - - —1 1- WAVGOO AVE, to Z _--� ' 108 4" EPDXY MARKINGS (WHITE BID ITEM # 1974 (TY 20, IL ._ .. I.— /V i F 8' (TYP.) F + 2.33__,-. �TYP•) Z 30' FROM EX. CROSSWALK 20, + 10' �_ 30' 20---�{�_.20 i 30' io + 22' --�'I ,( 2.333' (TY t t I....---20'�(TYP.) + t F I I I 19 I I 17 I `I I II 25 I I II 27 II N 4" EPDXYLINE (H LAN) 10' LONG W/ 30' GAP, BID ITEM # 1974 (TYP.)_ 226 11 13 I 21 I t I I I I(� I I I j I I 1 1 I I I i �IVALIGPO "g. O H306A200 204 I I 216 300 I 306 310 I I I I I 4" EPDXY LANE LINE (WHITE), I BID ITEM # 1974 (TYP J I Imo— 20' —►{ + 8, 2.333' (TYP.) 8' (TYP.) 4" EPDXY DASH LANE I I I LINE (WHITE) ' 10' LONG W/ 30' GAP, II BID ITEM # 1974 (TYP.) 123 215 309 I 317 I I ( I I I I 309A I 4" EPDXY MARKINGS I I I BID ITEM # 1974 ITYP) I I I I I N I I I BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT MARKINGS NO. STATION DESCRIPTION ELEV. DESIG DATE SEPTEEjSR2023 ISSUED FOR BID 10/17/2023 WAUGOO AVENUE DESIGN ENGNEN ER N. MAIN ST. TO STA 28+00 DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 24-02 SHEET 10 OF 32 • NOTE: STOP LINE NEAREST I I I TRACKS TO BE 8 FT. IN I I I I I ADVANCE OF THE GATE. BID ITEM #1988 INCLUDES ALL WAUGOO AVE. MARKINGS FOR RAIROAD CROSSING; INCLUDING RXR Q I ' SYMBOLS AND TWO ( 412A I I 420A I I TRANSVERSE LINES. 402 I 412 I 418 I 420 O ■ 502 508 510 4- EPDXY LANE LINE (WHITE), PAVEMENT MARKINGS BID ITEM # 1974 (TYP.) RAILROAD CROSSING EPDXY (WHITE), I 18" STOP LINE, EPDXY (WHITE) BID I I I BID ITEM #1988 ITEM #1978 1 � 15' 15' 8, 1+1' � 30' I 101. I 30' 10 7- -a >< 2' 2' 16' 60' IT U Li 180, I F411,i 40 21 01 5332 409A I 417A I I 4098 I I I 4' EPDXY DASH LANE LINE (WHITE) I I ( I I 10' LONG WI30' GAP, BID ITEM 1974 I ' ` TYP i N N M WAU600 AVE. I 522A I I 532A 516 I 522 I 528 ( 532 ( 540 I 546 I 604 I 608 61 F-1 4• EPDXY LANE LINE (WHITE), BID ITEM 1974 (TYP.) I Fill I 1 coI 8 11' 30 I r 10 30 � 1=� 1 1 1 I 517 521 L-1 Li I 1 1 1 I 1 1 1 525 ( 529 I 533 I 537 I I 543 I 547 i 601 I I 607 I 1 I I I 609 I 613 I I I 1 I 537A 4- EPDXY DASH LANE LINE (WHITE) 10' LONG WI 30' GAP, BID I ITEM # 1974 (TYP.) I I BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT MARKINGS N0. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMEBER 2023 ISSUED FOR BID 10/17/2023 WAUGOO AVENUE DESIGN ENGINEER EJS STA 28+00 TO STA 33+00 DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 49 CITY CONTRACT 24-02 SHEET 11 OF 32 I I I I I I I I I I I I J �I ■ I WAUGOO "E.I- I 620 I 624 I 628 I 632 I 636 I 642 648 I I I 6'WIDECROSSWALK /� WITH 6" EPDXY SOLID LINE (WHITE), BID ITEM # 1977 4- EPDXY / BID ITEM # 9741TYP.E LINE WHITE), I I (TYP.) '.. I I 1 jIPING. NG TO INTO n� 30' , 10, , 30, . 10, I I ( 4" EPDXY DASH LANE LINE (WHITE) 10' LONG W/ 30' GAP, BID ITEM # 1974 (TYP.) I 617 I 621 I 629 I 633 637 629A I I I I I I ( ( I 641 647 4' EPDXY DASH LANE LINE V LONG Wl 3' GAP, BID ITEM # 19 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION I DATE I BY PAVEMENT MARKINGS NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10/17/2023 DESIGN ENGINEER EJS WAUGOO AVENUE DESIGN ENGINEER STA 33+00 TO MILL ST. 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 24-02 SHEET 12 OF 32 Hh - - u ~ WAUGOO AVENUE WI ,, Z Z W �/ Q CONNECT DOWNSPOUTS BUILDING / n DONMSPOUTS TO O PROP. STO. IATS CONTRACTOR TO BURIED Q�.gjl.1�/1�/y('� .4 PRESERVE PREX F.O. NATE SIDE TREE, (/• _ liC01 Z vI N N "0 20 ,r f' BS i7 + 3/4 I + p i 1� ( r&5 IP L o? �,' ` 'r ' V 25 ? Ip56.3 (7V -PusH I r I1,aFj CO-3 ? °vEl P o le CAMERA CO -7 uLO IPP I.45 _ o .___......_ - -�._ _.-_._._ __- .. ..... _ _- ..: ._._ _ - - n Z IP C0. R 1 C FO rl f W25 ^ ��P 7 ( I'• ipp•0. I 1 - ---- Q \ 7 a r - brr B LRELAY B-2 PROP. 8" WM RELAY V'1 PROP 8" WM _ P-3 4 r• P-1 241.8 L.F. 8" SAN. @ 0.50% W-1 00 t O l 22 00 C0.1 • . - .._... - - -- - aeuo�.C>.`. - kOT- :•: -- - _----- - . - - _- .. ' _ - - I ... .. 1 W-24 C0.2 W.2p 95.0 L.F. 18" STO. 8 0.40%:,.:: ` p_ BULHHEAD �_laBaN.)- -"; '. . _:.. I = :. B-1 W-21 W-22 nOio� 2 SAN W-2 PRO 9 o c) VI (Aeon.) .:... iV _ P4 r--� _ ---."�'- � .tvolc- wMR - - _ 39 1 i•tt t t W26 242.0 T 2 V 9 , . t IS -I I= ; ((( P-o- 1(1 W - L.F. g•. r /✓�'--' -3 IP � 1P IP IP ' ;f( t l \ t � - SA Y-10 UConS Pu -- 1 i ' 't // .; 757.46 _- �_ -! _ _ ...,,i ( gT0 _ 1 � y ; t IIN/1' � ERA J yl ..._ ,w - o ST I ST ST 1 T'/P-(2) ST 1 T 1 �O N 73.34� 0 34.5' 20.0' 40.0' �' �' 2 .0 ^ �•24.0 34.5� 0. Z o• , 20 _ a S.S.C. 0+62.0 (N) a Zw VP. , BURIED �° I Z Q I a ( B S.C. 0 .2 (N) I m D. 9 a o: o: l ;1J 1 I J S.C. 0+50.0 (N) 226 0 ELECTRIC O i t I O N O OJ O 1 n w 0 N 1 N I r ( f' C .j B•21 BM #2 O �0 t Q Q 10 u 1� 759.85� N -ai i _ In 11 13 n N_ I 19 rn I ,n I N m ? ,`/1 r: _ J S.S.C. 0+75.0( ) M+ + + r ( + +� + + j ,> l j(i Cab- - S.C. 0+57.1 (N� a N N 10 NM c• --� o c• o- 0 1 r 13A I n 21 w w + , 1 & trl 1. _( IN..V1 1 fn I to ' N N I N Vl ., y _ 20S,p' ' .JIB U ! : - - - - - - - I I 17 1 I 25 1 !/N J �` tli ' Il Co- 2-7 I rt ?rrrf('f O O N rf t U o , O ��-------------�---Jam(,;,;; + Z STORM MH (4' DIA) W-20 STORM INLET 1-2 PIPE SEGMENTS STA. 22+80.00' 8,0' RT STA. 24+95.76, 20.0' RT P-1 = PROP 8" WM RELAY P-8 = 37.7 L.F. 30" STO. @ 0.35% RIM=757.09 RIM=757.28 P-2 = PROP 4" WM RELAY P-9 = 54.2 L.F. 18" STO. @ 0.40% 18"(E)=751.14 12'(NE)=754.28 RECONSTRUCT P-3 = 32.8 L.F. 12' STO. @ 1.00% P•10 = 37.7 L.F. 30" STO. @ 0.35% DEPTH=5.19' 12"(W)=754.28 EX MANHOLE SUMP=1.50' (ADD 1FT RISER SECTION) p.4 = 15.1 L.F. 12" STO. @ 7.00% P•11 =PROP 8" WM RELAY STORM MH (4' DIA) W22 DEPTH=4.50' P•5 = 28.7 L.F. 12' $TO. @ 1.00% P•39 = 6.0 L.F. 12" STO. @ 0.83% STA. 25+05.00, 8.0' RT 22+50 23+00 23+50 24+00 24+50 CL PROP. CL 25+00 25+50 26+00 26+50 P•6 = 38.2 L.F. 12" STO. @ 1.00% P-40 = 6.0 L.F. 12" STO. @ 0.75% EX.RIM=757.71 P•7 = PROP 8" WM RELAY P-41 = 6.0 L.F. 12' STO. @ 0.33% WATER MAIN FITTING 18"(VV)-750.24 STORM INLET 1.3 STA. 25+21.53, 20.0' LT _ _ _ - -- _ _ W_1 V-2 V-3 18(E)=750.25 RIM=757.75 758 ................------_..___.__....-._........._.._.__.__......--._..._.-_......_-. _...__.____._...r.-. - _- ._._....._.__. -_.__---'._........------.._.._----. - ---._._...- -- - - -..... __._........... --_- SCHEDULE 12°(NE)=754.1 _754.74 _ -__.- ....._ V_7 . W 2. 12"(SWj=754.13 �. W-21 � � W-2Y :_ :? j � �__, _ V•6 8.1 = 8" 45° BEND STA =22+55.6, 7.0' RT SUMP=1.50' -�'-': - DEPTH=6.71' DEPTH=4.50' 757 _--- _ _ W_2p _-____ - _ __ __ _ __ - __ . _ _ _-.___-_--__- _____..-L- _ --.__. __- __ __-- ___ ___--- -- - - - _ 757 I ! B•2 = 8" 45° BEND STA: 22+72.6, 10.0' LT ._; STORM MH (4' DIA) W-21 - j T-1 = 8" X 4" TEE STA =23+89.3, 10.0' LT STA. 23+75.00, 8.0' RT STORM MH (5' DIA) W23 STORM INLET 1.4 RIM=757.73 V•1 = 4" VALVE STA=23+89.3, 12.2' LT STA. 25+51.99, 43.5- RT 756 __..-_ _ ....- _ . __..._.. _ _ ._... _.___ _. _ _ ._....... ____.__. _ __._..__ _ .._.._ _ _ -. - _.... __- ____-..._-� ._..... ....._. __.. - ... ....._..... __...__ ........... _ _ __ ..._ __ __._.__ __..._. _ __ _ 756 R-1 = 4" X 3" REDUCER STA=23+89.3, 27.8' LT STA. 25+38.29, 35.4' LT 18"(W)=750.76' . RIM=757.95 RIM=757.64 18'(E)=750.76 D•1 = DEFLECT STA=25+20.7, 10.0' LT 30"(N)=749.76 12'(E)=754.64 8"(N)=753.90 B•22 = 8" 45° BEND STA=25+55.9, 12.5' LT 27"(S)=749.76 12" N)=754.64 755 755 DEPTH=7.44' ( I DEPTH=6.21' j B•23 = 8" 45° BEND STA=25+58.1, 12T LT SUMP=1.50' B 24 - 8" 45° BEND STA + =25 68 1 13 4' LT DEPTH=4.50' ' ' STORM MH (6' DIA) W-24 754 ..... ..._ ..-_____ .. _____._ ....__-.-.._-.. .._. _ _._.._.. ..._. _- ____.._-____'.' - ...._.__ j _..__. ......... ...... _ _ ._ ......._ ...._. _ _ .... __ _.._ _ __.____ _ .___ _ _ 754 8-25 = 8" 45° BEND STA=25+71.1, 13.6' LT STA. 25+59.33, 6.5' RT STORM INLET 1.5 B-7 - B 11.25 BEND STA.=25+82.3 14.5 LT RIM=758.01 STA. 25+39.52, 42.2' LT 753 --------� ----- --- - - - --- - -- 753 V-2 - 8" VALVE STA =25+83.9, 14.1' LT 18"(YV)=750.03 RIM=757,68 - -- - � C-1 . i 8X 8" CROSS STA=25+85.4, 13.8' LT 30'(S)=749.89 12"(S)=754.68 V-3 8" 3 - VALVE STA=25+87.5,73.4'LT SUMP=1.50752- - 752 V-6 = 8" VALVE STA =26+35.0, 10.0' LT DEPTH=7.36' DEPTH=4.50' 13U,U L.F. 18" STO, �p Q•40% ' T-7 8" X 6" TEE STA 26+36 8 10 0' L STORM MH (6' DIA) W-25 __ _ _-_-.- - _- _ - - _ - - - - - -. _ __ _._ - .-. - - - - - - - - - - ------ - - - - 751 V-7 = 8" VALVE STA=26+39.0, 10.0' LT STA. 25+66.40, 30.5' LT STORM INLET 1.6 751 P'9 V-25 = 8" VALVE STA=25+92.1, 47.3' LT RIM=758.26 STA. 26+01.69, 45.1' LT ! 8-25 B-7 RIM=757.85 B-5 = 8" 45° BEND STA=25+92,7, 50.1' LT 12'(Wp754.35 RIM=75754.85 750 750 B-6 = 8" 45' BEND STA=25+96.4, 52.5' LT 12'(E)=754.47 j •r • . ,I• 30"(S)=750.02 12"(N)=754.85 • . • . • .' • . • . ' • .', • ' • V-5 = 8" VALVE STA.=25+86.3, 18.2' LT �,.,.,.•.,., P ROP.'• . _ B"29 = 6" 45° BEND STA=25+73.3, 44.2' RT 21'(N)=750.02 suMP=tsD' 7a90.2 PROP. 8" WM RELAY.•. '. �.• DEPTH-4.50' _ T-t - _.__ _ _ _ �_.. ' • • • •••-.• -_ _ _ __-- _-• T_7 ..- _ 749 C1 DEPTH=7.49' - B•2 D 1 B-22 B-21 = 8" 45° BEND STA=25+76.9, 50.7' RT H. NT STORM INLET 1.1 STORM INLET 1.7 748 ...___ _. _ .....__ _- ___._...._ _ 1 ._..__ _ ......_._ __._ ._._.._._ ........._.I- __ __ ............_- _ . __ ..-__.._ _..__ . - __ _....._ - .__-._ _ ._.. _. __ __. _.__... ......_. - - 748 V. = 6" VA�LVB STA.=26+36E81240' LTT STA. 24+89.76, 20.0' RT STA. 26+02.64, 51.1' LT I RIM=757.33 RIM=757.87 _ - _ _-__ __ _-____SANITARY MH W-2 7 12'(E)=754.33 72"(S)=754.87 747 --- -- -- - --- ST 4 suMP=7.5o' 241.8 L.F. 8" SAN. @ U. - - - - - - - - - _ -- o T SANITARY MH W 1 PLUG EX 1 " A. 26 45.D0 0 ' SUMP=7.50'Ra�t � IM=757.82 DEPTH=4.50' I STA. 24+98.00, 0.0 T &23 B-24 ABAN. PIP CONN. R DEPTH=4.50' CO-1 _ _ __.. .........-...___ ._..___.. _._._... .........____...._ .. __-. ___._.. .._..... .....-_._._....._ .. .. .._...___ _____ B°(E)=746.77 746 .....RIM=757.94 .__.)--. - _. _ ____._.__._._-_. 746 MAIN CONNECTIONS ( DEPT =10.1 DEPTH-10.10' j ( DEPTH=70.12' STA. 8" W.M. EL. (TOP) j CO-1 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 745.93 745 24+00 24+50 25+00 25+50 745 22+50 23+00 23+50 22+55.0 (BEND) 749.60 25+82.3 (BEND) 750.26 CO-2 = CONN. EX. 8" WM TO PROP, 8" WM 'c6+00 26+50 22+72.6 (BEND) 749.68 25+83.9 (VALVE) 750.28 CO-3 = CONN. EX. 21' STO. TO PROP, 21" STO @ 750.2t 23+89.3 (TEE) 749.60 25+55.4 (CROSS) 750.26 COA = CONN. EX. 8" WM TO PROP. 8" WM 25+20.7 (DEFLECT.) 749.53 25+87.5 (BEND) 750.26 CO-5 = CONN. EX. 27' STO. TO PROP. 27" STO. @ 749.9t 25+55.9 (BEND) 749.60 26+35.0 (VALVE) 750.04 CO-6 = CONN. EX. 8" WM TO PROP. 8' WM 25+58.1 (BEND) 747.25 26+36.8 (TEE) 750.04 CO-7 = CONN. EX. 8" STO, TO PROP. 8" STO. @ 754.6t 25+66.1 (BEND) 747.25 26+39.0 (VALVE) 750.04 CO-35 = CONN. EX. 4" WM TO PROP. 4" WM 25+71.1 (BEND) 750.25 N0. STATION BENCH MARKS - US S A D 88 DATUM ELEV. DESIGN DATE PLAN DESIGN INFORMATIEPTEMON 2023 PLAN REVISIONS ISSUED FOR BID 10/CRIPTION D1ATE BY SANITARY, STORM, & WATER MAIN 1 22+36 "+" ON LIGHT BASE SE CORNER OFWAUGOO & MAIN 757.46 DESIGN ENGINEER SANITARY/WATER: MWN WAUGOO AVENU E 2 25+85 ARROW ON HYDRANT@ SE CORNER OF STATE & WAUG00 759.85 DESIGN ENGINEER STORM: CMC FROM N. MAIN ST. TO STA. 26+50 o zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 24-02 SHEET 13 OF 32 L 0 „i ! / '0 V"' i, f ; ! i 11. Li i LI i`, C0.4 I ,I i &6 I I P-a IP oV i le L5 P 40 -�raf CW--25) I - S WAUGOO I 1 AVENUE 1 _ - _ - _ - _ - _ - - - II 1I III J!c+l I1 0+6.3 (TV) 0 C45 I 200 204S o . SS 100.0 129,.2 50.1' N 1 1 - - - �� g- - V-3 - V-8 ✓•�.�'' PROP. 8" WM RELAY QL-2V-9 PROP. 8"t!M RELAY •^^"" FO IP ,i I V2- C-1 i6 T7�J V10 1:�� VA 00(A9ANJ W-2 p 242A L.F. 8" SAN. 0.60% _B-22 8-25P'00 D-1 - 3: ce•- 136.5 L.F. 24" STO. @ 0.30%II SS y/ '.,..y/ '(AeaN.) W .` 1 RFYOYE7"C R�OVF. L�YO� I - W 27 P9 W-1 p�- I �� P•11 .. B-9 t P-54 I-11 tJ$�� 1. I o i C.._.....__ 1P IP C j - - --- -- - BURIED C0.9 11 i F.O. 205.0' Z T B 15.0 1; 100. i pl IP IP IP Ffi ULO,E� 8-20 BM #285O O '- ` W 23 .� ....._. t......._ &2t 759o o I 1 123 Ali; 1 C 5 I CO.6 + + •- o 0 ! c 24 p' I - - _ + INLETS IN DWY. APRON. I U (3 1 O PROVIDE FIAT PLATE c• 2 it 1 r Ili - :rc, FOR CURB HEAD. N N N UI 1 N � N 26+50 STORM INLET 1.8 STORM MH (4' DIA) W-26 STA. 28+42.50, 20.0' RT STA. 26+75.07, B.o' RT RIM=755.38 RIM=757.03 758 -- 12"(E)=752.38 24'(E)=751.07 SUMP=1.50' DEPTH=5.22' DEPTH=4.50' 757 -_ STORM MH (4' DIA) W-27 STORM INLET 1.9 STA. 28+11.54, 8A' RT STA. 28+42.50, 20.0' LT RIM=755.80 756- RIM=755.35 24"(M=750.66 12"(E)=752.35 27"(E)=750.66 SUMP=1.50' 10"(N)=751.00 755 DEPTH=4.50' DEPTH=4.40' 754 STORM INLET 1.10 STORM MH IN DIA) W-28 STA. 28+48.50, 20.0- LT STA. 28+48.50, 8.0' RT 753 RIM=755.30 RIM=755.58 12"(S)=752.30 27"M)=750.55 12"(W)=752.30 27'(E)=750.55 752 - _. SUMP=1.50' 12'(S)=752.21 12'(N)=752.02 DEPTH=4.50' DEPTH=4.28' 751 STORM INLET 1-11 STA. 28+48.50, 20.0' RT 750 RIM=755.33 12'(N)=752.33 12"(W)=752.33 749 SUMP=1.50' DEPTH=4.50' 748 - 747 -" 746 - 745 744 26+5( I N I 0 S.S.C. 0+28.7 (TV) 10"'! I I I I - 40.0' 1 120.0' � I IP __ 1) * 1f I _ ... IP - - i i --4 -- . Co 12 27+00 27+50 28+00 28+50 29+00 29+50 PIPE SEGMENTS 30+00 P-12 = PROP 6" WM RELAY P-13 = PROP 6" WM RELAY P-42 = 21,.0 L.F. 12" STO. @ 1.00% - - 758 P.43 = 12.0 L.F. 12" STO. @ 1.00% P-53 = 6.0 L.F. 12" STO. @ 0.80% P-54 = 6.0 L.F. 12" STO. @ 0.77% 757 756 WATER MAIN FITTING SCHEDULE 755 - - 754 T-2 = 8" X 6" TEE STA =27+58.7, 10.0' LT V-10 = 6" VALVE STA=27+58.7, 6.6' LT B•8 = 6" 45' BEND STA=27+58.7, 13.9' RT -- 753 6.9 = 6" 45° BEND STA=27+64.6, 19.8' RT V-9 = 8" VALVE STA=27+61.1, 10.0' LT 752 D-4 = DEFLECT STA.=28+65.0, 10.O' LT V-11 = 8" VALVE STA=29+64.8, 10.0' LT T-3 = 8" X 6" TEE STA=29+67.5, 10.0' LT 751 V-12 = 6" VALVE STA=29+67.5, 7.5' LT 750 STA. 8" W.M. EL. (TOP) 26+39.0 (DEFLECT.) 750.04 - 749 27+58.7 (TEE) 749.48 27+61.1 (VALVE) 749.47 748 28+65.0 (DEFLECT.) 749.06 29+64.8 (VALVE) 748.58 29+67.5(TEE) 748.57 - _ 747 746 MAIN CONNECTIONS 7" CO-8 = CONN. PROP. 10 "STO. TO EX. STO. MH 02-3281 @ 753.03 )% 745 I CO-9 = CONN. EX. 6" WM TO PROP. 6" WM CO.1I = CONN. EX. 6" WM TO PROP. 6" WM 00 8'(W)=745.32 DEPTH=9.77' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY STORM & WATER MAIN NO. STATION STATION DESCRIPTION DESCRIPTION ELEV. SE��.-. ISSUED FOR BID 10/17/2023 2 25+85 ARROW ON HYDRANT SE CORNER OF STATE & WAUG00 759.85 WAUGOO AVENUE 3 27+85 PK NAIL ON POWER POLE 108 WAUG00 AVE. 757.47 DESIGN ENGINEER SANITARY/WATER: MWN 4 30+91 HYDRANT TAGBOLT SW CORNER OF COURT & WAUG00 758.57 DESIGN ENGINEER STORM: CMC FROM STA. 26+50 TO STA. 30+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 zo 0 CITY CONTRACT 24-02 SHEET 14 OF 32 WA U G O O AV E N U E Ol S.S.C. 0+41.1 NS.S.C. Jul 0+28.7 (N) 10 ' II ! -F -...- jn . ;iV/ I �J 306A Z h ( 1z•uTERAL TO BE CAPPED. o I 204 a I I 216 : _ I I Il II J �� I m �a 300 1 0 306 M¢ F ao I ^� 310 ± I 402 F n,N �� ±� Q- \ 49.0 N N 40.0' I 120.0' 1P I I Ip I _ I I \ 'I (3 N tn:- 40.0� v/ U\ 40.0' girl C>\ I Nn .6 .0' VI m i '\ \ 12 ST j V U - - - - -- -- - - - - -- i I I IP IF I_12 t I _... I . I- �� p { ..... IP rr p Y) _ .___ _._ I _.............. rD - ... CO-12 I - - ._... .. - _ IF 1 13 - V-11 T-3 - : PROP. B" WM RELAY �. z WM RELA 1 5 �,; CO.13 i - - C0.15 AP .,....._ SS g < - 173.0 L.F. 8" BAN. 0.60% I I co 1s ' 31 00 i I : ' '=" I pp - 244.8 F. B" SAN. @ 0.65% q p"< - = w u 35 00 W 3 232.4 L.F. 27" STO. @ 0.30 % 59.7 L F 1 B" STO 0 502_ yµ30 237.8 L.F. 8" SAN. 0.6 - _ W (A9AN.)- ....__.. - W- CO-14 _ ... ( � 53-SS---- W � W P160. �. Iy4 153.y 1. ... B:ti'@ f :•�� "' �J � - (`� I T��•> 1 f I I �� /�' 1 �I.� l J. A=�[P I � j S ............1 _____ c c -_ -__ _...... .......__ _.... .. -' I \� _ cif �._ - ...... ..... :. f`� .. .-1.. I 1 ..1 ..-._IP - ! __1 ti; _. -_ .......... ,1 - - ---- - --- --- - 1' GAS 1 i BM 57 0 _ I 68.0' ' �-- SS 40.0' S 3 - .5. 6.0'0.N v�r1annY.�0mUj LNE I1-1 I BURIED ELECTRICTr P. (D Ty P J LL - N - _t + 403309 O + 01 +215 409321 30 O O o ( OA 4A 09 o I I I I (A 1 V V) vi 4p9Bvi i STORM LATERAL 1 I FOR 226 PROVIDED OFF COURT ST I 1 I I I 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 STORM INLET I-12 758 757 756 755 754 753 758 751 750 749 748 747 746 745 744 743 � r EX. CL PROP. CL _--------- _ - ------....... .:..-..._-. - - . _... ._....._..... __:.._.........._.... - -- -- .......... STORM MH (4' DIA) W-29 STA. 33+55.00, 8.0' RT RIM=755.66 18"(E)=751.40 12-(N)=751.40 7 L.F. 18" STD.' @ 0.50% -.eza m!mmbl MEIN a-asaO�:.ai! STA. 30+70,85, 18.7' LT RIM=755.97 758 12'(S)=752.97 SUMP=1.50' DEPTH=4.50' 757 WATER MAIN FITTING 756 SCHEDULE 755 0-5 = DEFLECT STA: 30+51.9, 10.0' LT D-6 = DEFLECT STA: 31+77.9, 8.0' LT 754 753 STA. 8" W.M. EL. (TOP) 30+51.9 (DEFLECT.) 748.16 752 30+76.5 (CONN.) 748.04 31+67.7 (CONN.) 747.69 751 31+77.9 (DEFLECT.) 747.69 750 MAIN CONNECTIONS 749 CO.12 = CONN. EX. 12" STO. TO PROP. 12" STO. @ 752.91 CO.13 = CONN. EX. 8' WM TO PROP. 8' WM 748 CO.14 = CONN. PROP. 27' STO, TO EX. MH @ 749.81 C0.15 = CONN. EX. 8' WM TO PROP. B' WM 747 CO.16 = CONN. PROP. 8' SAN. TO EX. MH @ 750.11 CO.18 = CONN. EX. 8' SAN. TO PROP, 8' SAN. @ 744.31 746 745 744 743 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 BENCH MARKS - USG88 DATUM DESIGN INFORMATION PLAN PLAN REVISIONS DESCRIPTION DATE I BY SANITARY, STORM, & WATER WAUGOO AVENUE FROM STA. 30+00 TO STA. 34+00 NO. STATION DESCRIPTION ELEV. DESIGN DATEPIAN 2023 ISSUED OR BID 10/117 2023 4 30+91 HYDRANT TAGBOLT SW CORNER OF COURT&WAUGOO 758.57 DESIGN ENGINEER SANITARY/WATER:MWN DESIGN ENGINEER STORM: CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4D CITY CONTRACT 24-02 SHEET 16 OF 32 Q) D BURIED WAUGOO"ENUE lu 0 wi I ce FEE S�,.,.0+48.0 (TV) 34LEAD < -.A] F412A] 42 F4021 418� F-412 F -15 E4:2:, F _IT2 I CL 0 0 + 0 0 CO-2V NFW 1 -WATER GAS Z x 220.�' TYR vi n 4 40.0' no SERVICE 6 N 3 . 3-5-4.0- 70.0'520' 400- W-34 "T IP . . ..... .... --- INS LL 7. 0 L. R ... . .......... . . .................... . G .... . .. . . . .. . ........ '(3 G Si F I�OGL41PE IP C G- IP IP �A', 1pp 0 IP GD PROP. 8 Wh I RELAY I R B-10 A JJ j PROP.8"WIMRELAY 1-13 P-15 P-44 PROP. 8"WM RELAY T all) PROP. S" WMI RELA r-A) J.F. �_ rM .. - 1 1 1 Al 14 - S 13 T-4 � w ,, ,,, go 244.8 8- SAN. 0 0;65q &4 _(K 0 -.1 =SS 35+ 0 237.8 L.F. SPmol N.00.6571 T �00 W-4 2 +00 V-24 W -8 lq�nn 59.7 L.F. 18" STO. 0.50% • P-48 k_r W30 I I 70.5!�L.II. 24" STO. 0 0.36% ... W-32 153.3 L.F. 24' STO. 0 0.36% -29 P-45 P-18 P_i9 131.3 L.F. IS" STO. 0 21 W-4 w W_ W_ - GE) IP r- GD --- - ------ ---- �4 6 T8 .1 P -P P) -lp ULO - PUSH ............... . . . . . CA-MERA 010 S ;1\ - 68.0, z D9 , , 1 40.0' 40 (19 52.0' 56.0 2! -9 IST 756AA '. .. 1 70.0' 40. /40.0- I .0 TYR 3r 0 TYP.(D X756.93 - 1 SAND/SLURRY - . 1 i NDERT TRACKS So 36,75 TO 1-22 F-Roil z 6,0. F403 4 �O7 F Fil 77 4z� F -121 401� 4111 o F -421 u: FROM STA. STA. 37-25 -5. F 513 17 ml, F F F, + 0 0 ow P-F409A F, �7,1 co t 6 C3 6 C3 F_4.Tllj r33 (3 0 w IP � I � I I I I iiI A N� a � W-13 C W-5 CO-25 - SIZE? MATERIAL? PIPE SEGMENTS SANITARY MH W-5 STORM MH (5- DIA) W-33 STORM INLET 1.13 STORM INLET 1.14 STORM INLET 1.15 STORM INLET 1.16 STORM INLET 1-17 STORM INLET 1.18 STORM INLET (TYPE 1) 1.19 STORM INLET 1.20 STORM INLET 1.21 STORM INLET (TYPE 1) 1.22 P-1 5 = 23.0 L.F. 12" STO. @ 1.00% P-25 z PROP 8'WM RELAY STA. 37+26.01, 93.0'RT STA. 36+70.05, 65.7' RT S TA. 36+58.93,36.5'LT TA TA. 37-34.44, 49.6'RT RIM=754.23 R IM=754.84 STA. 34-14.65,15.W LT STA. 34+14.85,15.0'RT STA. 35+62.00,15.0'LT STA. 35+62.00,15.0'RT STA. 35+68.00,15.0'LT STA. 35+68.00.15.0'RT STA. 36+57.64,66.7'RT STA. STA. 37+33.42, 345LT S P-1 6 = 7.0 L.F. 12" STO. @ 1.00% P-26 = 12.4 L.F. 12" STO. @ 1.00% 10 (N)=748.03 30'(N)=749.91 RIM=755.30 RIM=755.30 RIM=754.54 RIM=754.55 RIM=754.51 RIM=754.52 RIM=754.39 R 754.98 RIM=754.20 RIM=754.20 12-(S)=752.30 12'(N)=752.30 12"(E)=751.54 12'(E)=751.55 12'(S)=751.51 12'(N)=751.52 12-(E)=751.39 12'(E)=751.98 12-(W)=751.20 12'(W)=751.20 P-1 7 = 23.0 L.F. 12" STO. @ 1.00% P-29 = 36.4 L.F. 24" STO. @ 0.30% io:(S)=746.71 12-(S)=750.80 DEPTH=6.77' 12'(W)=751.27 SUMP=1.50' SUMP=1.50' SUMP=1.50, SUMP=1.50' 12"(W)=751.51 12'(W)=751.52 SUMP=1.50, SUMP=1.50' SUMP=1.50' SUMP=1.50' P'l 8 = 7.0 L.F. 12" STO. @ 1.00% P-30 = 25.6 L.F. 24" STO. @ 0.30% DEPTH=4.1 8' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' P-1 9 = 32.4 L.F. 24" STO. @ 0.36% P-31 =PROP 8" WM RELAY SANITARY MH W-S DEPTH=4.50' DEPTH=4.50' P-20 = 49.7 L.F. 1 5"STO. @ 0.50% P-44 = 6.0 L.F. 12" STO. @ 0.55% STA. 37+26.52, 41,1'LT STORM MH (W DIA) W-34 P-21 z 11.5 L.F. 12. STO. @ 1.00% P45 = 6.0 L.F. 12" STO. @ 0.55% RIM=754.90 STA. 36+70.42,35.5- LT P-22 = 53.4 L.F. 30"STO. @ 0.45% P-46 = 12.4 L.F. 12" STO, @ 1.00% 10 (S)=748.57 I � RIM=756.10 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 P-23 = 11.6 L.F. 10"SAN. @ 0.40% P-47 = 13.6 L.F. 12" STO. @ 1.00% 0: NE)=748.56 15'(S)=750.45 P-24 = 134.2 L.F. 10" SAN. @ 0.40% P,48 = 58.5 L.F. 15" STO. @ 0.50% DEPTH=5.58' 12'(W)=751.86 DEPTH=4.90' is. q WATER MAIN FITTING SANITARY MH W-T CN ZONE OF STA. 37-31.34,51.7'LT 756 INFLUENCE RIM=754.67 STORM MH (6- DIA) W-35 CL 756 SCHEDULE PROP. CL 10 V 4 V-13 = 8" VALVE STA .=36+26.9,8.4'LT B-28 = 6"45'BEND STA.=37+16.1,35.2'LT -(SW)=748.61 STA. 36+70.44,13.3'RT W-15 W-37 18-(N)=748.79 RIM=755.41 755 755 T-4 = 8"X6"TEE STA.=36-29.6,8.4'LT B-11 = 6"45* BEND STA.=37+16.1, 30.8'LT DEPTH=5 31' 24-(W)=750.1 5 W-32 1 . W-31 V-16 30-(S)=750.15 V-15 = 6"VALVE STA.=36+29.6,12.0'LT B-10 = 6"45'BEND STA.=37+38.2,10.7'LT SANITARY MH W-13 15'(N)=750.20 754 754 H-2 = HYDRANT STA.=36+29.6,23.4'LT V-24 = 6"VALVE STA.=37+38.2,5.4'LT STA. 36+61.71,88.6'Rf DEPTH=4.51' V-14 = 8"VALVE STA.=3S+32.4,8.4'LT B-12 = 6"45* BEND STA.=37+38.1, 1YRT RIM=754.44 V-16 = 8: VALVE STA.=37+35.0,8.0'LT B-26 = 6"45* BEND STA .=37+15.9,30.8'RT 10'(S)=746.56 STORM MH (4- DIA) W-36 753 - 753 C-2 = 8 X8"CROSS STA.=37+38.2,8.0'LT B-13 = 8"45* BEND STA.=37+15.9,21.1'RT I S-IN)=746.56 STA. 37+20.81, 49.6'RT "VALVE STA.=37+16.1,43.1'LT B-27 = 6"45'BEND STA.=37+16.1,34.4'RT 7 V-17 = 6 DEPTH=7.13' RIM 755.D6 153.3 1 / 1777777r777-7-7-_ - - - - , R-2 = W X6"REDLICER STA.=37+l6J,41.4'LT R-3 = 8"X6"REDUCER STA.=37+10.1,37.0'RT 24-(N)=748.62 752 X. 24" STO. @ 0 / / 7 --- 752 12 (S)= 50. 2 70. 5L.F. 2' B-29 = 8"45'BEND STA.=37+i6.1,38XLT V-26 = 6"VALVE STA.=37+16.1, 39.2'RT : 7 34'STO. @ 0.36% STORM MH (W DIA) W-30 2 (E)=751.06 -19 I P STA. 34+14.65, 8.0'RT 751 751 STA. 8" W.M. EL. (TOP) RIM=755.43 DEPTH=5.69' 24'(E)=751.07 36+26.9 (VALVE) 748.35 12 (S) 752.23 STORM MH (S'DIA) W-37 750 750 36,29.6 (TEE) 748.35 29 12:(N)==752.07 STA. 37-20.90,24.0'RT . 36+32.4 (VALVE) 748.35 RIM=755.32 37+35.0 (VALVE) 746.40 24-(E)=748.70 749 - . . ...... . ------ 749 DE 37+38.2 (CROSS) 746.40 PTH=3.61' 24-(S)=748.70 @ 0.65% STORM MH (4- DIA) W-31 15-(N)=748.90 7,8 L. F. 8 " SAN.E. !:! : S DEPTH=5.86' TA. 35+68.00, 8.0'RT 748 748 RIM=754.65 MAIN CONNECTIONS 24 (E)=750.52 STORM MH 'W-38 747 CO-19 = CONN, EX. 12" STO. TO PROP. 12"STO. @ 751.0t 12 STA. 37+21.01, 3 �.5 IT 747 - ------------ - --.-,.,-SANITARY MH .... . ....... . ..... . .. .... . . ................. (N)=751.28 CO-20 m CONN. EX. 10"SAN. TO PROP. 10'SAN. @ 746.61: 12: (S)=751.45 RIM=755.30 STA. 34+26.00, 0.0- T SANITARY MH W-4 RELAY'. CO-21 m CONN. EX. TO PROP. 6"WM DEPTH=3.36' 15 RIM=755.54 STA. 36+03.80, DO T 6'WM : 55 CO.22 = CONN. EX. 18"SAN. TO PROP. IB'SAN. @ 748.8± ((S)=749.19 E)=7 12 51.07 746 RIM=755.46•746 STORM MH (4- DIA) W-32 DEPTH=5.36' 8-(VV)=-(48 W(W)=747.00 CO.23 m CONN. EX. 6"WM TO PROP. 6'WM I DEPTH=6.24' STA. 36-36.52,8.0'RT 8'(S)=747.00 CO.24 m CONN. EX. 12 STO. TO PROP. 12' STO. @ 750.3± 745 DEPTH=7.71' 745 CO-25 = CONN. EX. ,0" SAN. TO PROP. 10'SAN. @ 746.7± RIM=754.94 00 37+00 37+50 34+00 34+50 35+00 35+50 36� 36+50 24" (E)=750.27 rCASWG P 24 (W)=750.27 ME W10 STA=]6.66J2 CASING PIPE INFO. DEPTH=3.92' BENCH MARKS - USGS NAVD 88 DATUM LAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE By EVE SANITARY, STORM, & WATER MAIN 0 STATION DESCRIPTION ELEV, DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 110/17/2023 5TJ -36+37 00 & BROA HYDRANT TAGBOLT 0 SW CORNER OF WAUG ID WAUGOO"ENUE DESIGN ENGINEER SANITARY/WATER: MWN 6 37+51 HYDRANT TAGBOLT SE CORNER OF WAUG00 & BROAD 756.42 DESIGN ENGINEER STORM:CMC FROM STA. 34+00 TO STA. 37+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 40 CITY CONTRACT 24-02 SHEET 16 OF 32 S.S.C. 0+55.9 (TV) WAUGOO AVENUE S�0+48.0 3 LEAD (TV) g q F53- 522A F I" COPPER oo W-7 m!�E F __T] 5,12 -.2 F528 5 5T6 Fl F51ol I F 5, m+,z F5 2 1 + F +m F + G + 0 NEW I WATER NEW 1;WATER Nvii SERVICE& 6"SAN LAT., ERVICE TIP q d 34.0' 6:11 L5 �'- 5M' do 0' 44.061 0' 60.0' 70.0' 1p ST CST] F ST V-34 912ST ST G, I" I MOOD 0 > G A PROP, 8" Wh I RE 20 P-52 PROP. 8" WM RELAY W-44 PROP. 8" WM RELAY nA 7- _C2 7-v9C.j _(ABAR) S p I in -2)1 is T-5 D-7 -5 W-4 7T 7244 J. 41 �4-00 . ...... -42+00-_ W 43 +0 38�( 0 258.4 L.F. 8" SAN. 0 0.50% P-32 a W_ I ro.@0.22% =W-42 /268.4L.F.18"ST _0 0.20% W-43 P-27 2i7.3 L.O. SAN. 0 0.�O% CO-27 / I I C W�_ P49 P-50 B-15 131.3 L.F. 18" STO. 0 0 2(% 'BAN.) W_ - -41 ABAN.) W_ w__ W_ 1-35 % IPIP V-37 ........ . . ...... h 1p 1 1 11" � ....... ....... . . UU0 - PUSH P-30 CAMERA ol 40.0' 0. ? 23 70.0' 10,0// 49 49 �l40X 40.0 30.0 � 01 --75642 'P. 1-22 12 533 F_ w m-, 121 F537 I F I F509 F513 125 F14�] 547 + + F5 I I F F F F El� 0 CO-24 + + BM#7& 756.61 N-33 F537 Lu (3 6 (3 N C3 (3 S.C. vi vi ui 0 m vi vi vi 6 1 " C 2" C ca �2 F-1 S .5'C C. 0+�TV S. 2+94.7 58.6 TV� 37+50 755 754 753 752 751 750 STORM MH (WDIA) W-39 749 STA. 37+53. 69' 8,0'RT RIM=754.39 18'(E)=748.81 748 24-OM=748.81 12'(N)=751.02 1 2. (8)=751.1 8 747 DEPTH=4.83' 746 745 "I STORM INLET 1-23 STA. 37+53.69, 15.0' LT RIM=754.25 12-(S)=751.25 SUMP=1.50' DEPTH=4.50' 38+00 38+50 STORM INLET 1.24 STORM INLET 1.25 STORM INLET 1.26 STORM INLET 1-27 STORM INLET 1-28 STA. 37+53.90, 15.0' RT STA. 39+70.00, 15.0' LT STA. 39+70.00,15.0- RT STA. 39+76.00, 15.0' LT STA. 39-76.00,15.V RT RIM=754.25 RIM=752.64 RIM=752.64 RIM=752.67 RIM=752.67 12'(N)=751.25 12'(S)=749.64 12-(N)=749.64 12"(N=749.67 12'(W)=749.67 SUMP=1.50' 12'(E)=749.64 12-(E)=749.64 SUMP=1.50' SUMP=1.50' DEPTH=4.50' sump=1 ' 5w SUMP=1.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.59 DEPTH=4.50' 39+00 39+50 40+00 40+50 41+00 41+50 42+00 EX. CL 044 STA. 39+03.0 46,8.0'RT RIM=753.0 1 8"(E)=749.08 DEPTH=3.17' .. . .............. . . . . . . .......... STA. 39+70 00 8 I RIM=752.78' 8-(E)=748.93 12'(S)=749.57 12*(N)=749.4l._ DEPTH=3.1 0' SANITARY MH RIM=753.17 DEPTH=5.30' W-16 PROP. CL I III MUC Mlm"A CIA FEW, PRO& r'MMMEArN I lu R'W MINOR W, 'Aw WAI _wm_w_mKA_ FrA 91yor PIN Air = I POWNIOWWWA 10WA 0VA-10WA SANITARY MH W.8 STA. 37+92.00, 0.01 T RIM=753.95 PTH=4.94' STORM MH 4 1 STA. 38+85.00, 8.0'RT -RIM=753.11 18'(W)=749.07 lmmmmmmmmm 755 754 753 752 751 750 749 748 747 746 745 "I J F9_4&1=NJi 1 41't &I P-27 = 23.0 L.F. 12" STO. @ 1.001/6 P-28 m 7.0 L.F. 12' STO. @ 1.00% P-49 = 7.0 L.F. 12' STO. @ 1.00% P-50 = 6.0 L.F. 12" STO. @ 0.47% P-51 = 23.0 L.F. 12" STO. @ 1.00% P-52 = 6.0 L.F. 12* STO. @ 0.47% WATER MAIN FITTING SCHEDULE V-18 = 8" VALVE STA.=37+60.0, 8.01 LT T-5 = 8"X6"TEE STA: 37+62.0,8.0'LT V.20 = 6"VALVE STA,=37+62.0, 10,0'LT H-3 = HYDRANT STA.=37+62.0,25.0'LT V-19 = 8" VALVE STA.=37-64.1, 8XLT V-7 = DEFLECT STA.=36+63.4, 8.0'LT STA. 8" W.M. EL. (TOP) 37+60.0 (VALVE) 746.54 37+62.0 (TEE) 746.54 37+64.1 (VALVE) 746.54 38+63.4 (DEFLECT.) 746.15 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY pi Qarr & WATER MAIN SANITARY STORM YO:]::S::TATION DESCRIP,TION ELEV. T1756.42 DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10117/2023 , , 6 37, 1 HYDRANT TAGBOLT (5) SE CORNER OF WAUGOO & BROAD WAUGOO AVENUE 7 3+01 4DESIGN HYDRANT TAGBOLT 0 SE CORNER OF BA) UGOO 1 756.61 DESIGN EN61NEER SANITARY/WATER: MWN ENGINEER STORM: CMC FROM STA. 37+50 TO STA. 42+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 40 SCALE IN FEET: CITY CONTRACT 24-02 SHEET 17 OF 32 1 I S.S.C. 0+55.9 (TV) - o-- 1 I N ---- I ( f I I 532A N N 532 I o 540 I 546 + 1" COPPER NEW 1" WATER 1 a 1 SERVICE U N U 61.0, vl vl 77.( �: I I 60.0' vi - I 258.4 L.F. 8" SAN. @ 0.50% 268.4 L.F. 18" STO. @ 0.20% w \, 7 ST �. Z I 40.0' 4.I j 5 .0' + I +M 537 ( 543 + n 537A 0 U ( U U Vl N N I I I I I -Ilr STORM LATERAL ( ( I FOR 3021304 PROVIDED N o OFF BAYST � WAUGOO AVENUE Ro m W `0 604 608 I + 614 o 620 U D 1 N N W 1^ i V U < l N \ \ \ " �lP rn n 35.0' 35.0 in �i n 4D.0' cn T. 0.0 c IP _ ST _I ST- �_/ i , .BM J ST ....1 -GAS { ; 756. 6� LINEAl •l__i% 1 , , G I 547 � I I = Q I 1 p0 I'I S.S.C. 0+94.7 (N) S.C. 2+58.6 STORM MH (W DIA) W-43 STORM INLET 1.29 STA. 42+38.43, 8.0' RT STA. 43+14.95, 15.0' LT RIM=753.75 RIM=754.08 18"(W)=748.40 12"(S)=751.08 18"(E)=748.40 SUMP=1.50' 42+00 DEPTH=4.60' DEPTH=4.50' STORM MH (6' DIA) W-44 STORM INLET 1.30 756 STA. 42+69.54, 8.0' LT STA. 43+15.29, 15.0' RT RIM=753.94 RIM=754.16 755 18"(M=748.33 12"(N)=751,16 24"(E)=749.44 SUMP=1.50' 30"(N)=748.28 DEPTH=4.50' 754 30"(S)=748.28 DEPTH=4.91' STORM INLET 1.31 753 STA. 45+26.93, 15.0' LT STORM MH (4- DIA) W-45 RIM=754.86 STA. 43+14.95, 8.0' LT 12'(S)=751.86 752 RIM=754.19 SUMP=1.50' 24"(E)=749.67 DEPTH=4.50' 24"(M=749.67 751 12"(S)=750.93 12"(N)=751.01 DEPTH=3.77' STORM INLET 1-32 750 STA. 45+26.93, 15.0' RT RIM=754.90 12'(N)=751.90 749 STORM MH (4- DIA) W-46 SUMP=1.50' STA. 45-26.93, 8.0' LT DEPTH=4.50' RIM=754.99 748 18"(E)=750.73 24"(N7)=750.73 12"(S)=751.66 747 12"(N)=751.79 DEPTH=3.51' 746 745 744 ll I I I I I I I I I NEW6" I I Z SAN LAT. I I I p p 624 ( 628 632 'a I 636 J N J + J + J U U U i-MTV--t-oj M 4F0-.'10' 40.0' 40.0' N n �4 0 If 272.1 L.F. 18" STO. @ W45 ' a 212.0 L.F. 24" STO. @ 0.50%i5 55 . 44 00 l�ec 11+00 46 0 Wt4 47 00 -36 308.0 L.F. 8" SAN, @ 0.50% P•38 214.0 L B-17 PROP. 8" WM RELAY < PROP. B" WM RELAY B 16 D-8 _ - ..� \ - -- `\ - } J J I IP \ 1 CEF 40.0' ' S 36.01 60.0' - �I - 59-' .0_';'�. . 4... - o 40.0'0.30.0' NEW6" TVP <Z d 67 J 609 J .SAN LAT. 617 J J 61 9 J I 0I 63 6 97 I 1 +n61 1 1 + 0 1 p 1 B291, +601 n N 1 + W 1 + M M 1 .61& - S.C. 2+91.4I(N) r\lN q tiI I 6 ( (3 13 I Nd (3 1" COPPER V) �^ �^ vi vi N vi - 2" COPPER 1 I I I I I 1 n STORM LATERAL 1 I I 1 1 I '- FO PROVIDED 601 OFF BAYST 42+50 43+00 43+50 44+00 44+50 45+00 45+50 -- ---........ - -- ._ _ .._.._ ......... CL I PRaW RIM=754.24 --- 8"(E)=748.48 - -- DEPTH=5.02' SANITARY MH W-9 STA. 42+77.72, 0.0' T RIM=75A 11 46+00 756 755 754 753 752 751 750 749 748 747 746 745 744 PIPE SEGMENTS P•34 = 45.4 L.F. 24" STO. @ 0.50% P•35 = 7.0 L.F. 12" STO. @ 1.00% P•36 = 23.0 L.F. 12" STO. @ 1.00% P•37 = 7.0 L.F. 12" STO. @ 1.00% P•38 = 23.0 L.F. 12' STO. @ 1.00% WATER MAIN FITTING SCHEDULE 8.14 = 8" 45° BEND STA. 42+33.0, 8.0' LT B•15 = 8" 45° BEND STA. 42+50.8, 8.9' RT 8.16 = 8" 45° BEND STA. 43+30,0, 9.0' RT 0.17 = 8" 45° BEND STA. 43+35.9, 9.0' RT STA. 8" W.M. EL. (TOP) 42+33.0 (BEND) 745.70 42+50.8 (BEND) 745.70 42+50.8 (CONN., 745.70 43+18.0 (CONN.) 745.75 43+30.0 (BEND) 745.75 43+35.9 (BEND) 747.70 MAIN CONNECTIONS CO.26 = CONN. EX. 8" WM TO PROP. 8" WM CO.27 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 745.8t CO.28 - CONN. EX, 30" STO. TO PROP. 30" STO. @ 748.4t CO.29 = CONN. EX. 30' STO. TO PROP. 30" STO. @ 748.33 CO.30 = CONN. EX. 8" WM TO PROP. 8" WM 42+00 42+50 8"(S)=745.83 43+00 43+50 44+00 44+50 45+00 45+50 46+00 8"(Wj=745.83 DEPTH=7.53' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY STORM &WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DESIGN DATE DATE SEPTEMBER 2023 ISSUED FOR BID 10/17/2023 7 43+01 HYDRANT TAGBOLT SE CORNER OF BAY & WAUG00 756.61 WAUGOO AVENUE 8 44+15 PK NAIL ON POWER POLE 608 WAUGOO AVE. 756.16 DESIGN ENGINEER SANITARY/WATER:MWN DESIGN ENGINEER STORM: CMC FROM STA. 42+00 TO STA. 46+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 24-02 SHEET 18 OF 32 I I I I I I I I NEW 6" 1 1 SAN LAT. W I I.jO � I r Ih O o I 620 +� 624 I +O 628 I F6,2 + I �. 1 e I N- I f• U V U n I 60.0, vin 40.0' n ( vi r�i 40.0,P 0 vi M ' _.. ST. •- _1 _. __ ST - - _ _. _,� ... - I 14 ._ _��_ n�\°..,. _� I I�'•_ __.ST L.F. tl" SAN � U.3U7a WAUGOO AVENUE + Y ,, I. 636 I L�`j, r 642 i _ + +� GAS U n 40.0' vi V ONE V• n vi 59.5' ' 50.5' vin nP.z _- Imo' N I - i I T _h � ST � ..___ __. .. I IP , i ` L.F. 18" STO. 0 +� \ A a-... _ i �- V45- .. 0... C_ 11 J60.0' nP.Q 4 ST 36.059.0I S o <z I 1 W - O I �• I WN I r: 621 I 629 0\ ( 633 �v�i I 637 �\ 1 O O I 629A N I W V U U I NU U NI N I I 1 I 1 I I I I I I I I I I 46+00 757 756 755 754 753 752 751 750 749 748 747 746 745 744 46 RELAY _..'L_- ,L-- 0 40.0' Z 641 M + O I I SIZE? MPTERIA�� I I M. I � I I S.C. 0+g1.6 (T`1i 800 I 1 1 I I I I 808 I 814 1 I 60.0' I 40.0' I W-47 �... (q. REPAIR EX- Go-82 , SAG W-12 48 0 9 0 1 I 50 00 CO-33 0.50 % -->vr ; I I . _ SA. - -- SAN-„ SAN V-21 T-6 B•18ly C0.34 ......... V-22 R-4 - --�. ... ._ INI �� t��W _.... w__ i_ _ .- W W- -- CO-31 &19 SS I I HA , j o 7¢.0' 1.7 o 55.5' 45.0' 0' nP.Qa I i.. I 4rJ ` j s if 7. ,': 647 `1 701� - �`-`� 4 803 809 815 r 'i " I 1 809A 13 PPER , I STORM MH (4' DIA) W.47 46+50 47+00 47+50 48+00 STA. 47+99.00, 8.0' LT 48+50 49+00 757 756 755 754 753 752 751 750 749 748 747 746 745 744 -00 WATER MAIN FITTING SCHEDULE D-8 = DEFLECT STA: 46+70.0, 9.0' RT V-21 = 8" VALVE STA =47+89.2, 9.0' RT T-6 = 8" X 6" TEE STA =47+92.0, 9.0' RT V-22 = 6" VALVE STA=47+92.0, 11.9' RT H-4 = HYDRANT STA.=47+92.0, 24.5' RT V-23 = 8" VALVE STA=47+95.3, 9.0' RT R-4 = 8" X 6" REDUCER STA=48+13.3, 9.0' RT B-18 = 6" 45° BEND STA=48+16.0, 9.0' RT B.19 = 6" 45° BEND STA=48+22.2, 15.4' RT STA. 6" W.M. EL. (TOP) STA. 8" W.M. EL. (TOP) 48+16.0 (BEND) 749.49 46+70.0 (DEFLECT.) 749.03 48+22.2 (BEND) 750.67 47+89.2 (VALVE) 749.66 48+22.2 (CONN.) 750.67 47+92.0 (TEE) 749.60 47+95.3 (VALVE) 749.57 48+13.3 (REDUCER) 749.57 MAIN CONNECTIONS CO.31 = CONN. EX. 6' WM TO PROP. 6' WM C0-32 = CONN. EX. 27" SAN. TO PROP. 27" SAN. @ 744.5t CO.33 = CONN. EX. 8SAN. TO PROP. W SAN. @ 746.Ot CO.34 = CONN. EX. 27" SAN. TO PROP. 27" SAN. @ 744.5t RIM=756.60 B.'eM=745.87 27"(S)=744.50 8"(E)=745.94 27"(N)=744.50 DEPTH=11.34' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY STORM &WATER MAIN WAUGOO AV EN U E FROM STA. 46+00 TO STA. 49+00 N0. STATION DESCRIPTION DESCRIPTION ELEV�� DESIGN DATE _ _._ SEPTEMBER 2023 ISSUED FOR BID 10/17/2023 9 48+95 HYDRANT TAGBOLT SW CORNER OF BOWEN & WAUG00 757.57 DESIGN ENGINEER SANITARY/WATER: MWN DESIGN ENGINEER STORM: CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o 29 46 CITY CONTRACT 24-02 SHEET 19 OF 32 SAN 205 165.63' C ' -70 SAN S ` � - � SIZE? MPSERtPVo �1.. Ltt ,1 ,,It�ti \ TYP.O21 1 / 1 219 1 ' �'+i i P I lP 9 + 1 T.44.2 a aP 1, W-22 t vi 47.9' S C. 0 55.65' 9- P-3 ] Ul0-PUSH CAMERA D-1 •; FO I Od ,f STATE STREET ao -- �P-9 71..... ..-_.___._ - W-23 P-t0 W-24 r AN SAN W CC-6 nwo U V Vi I V1 I STORM MH (4' DIA) W22 STA. 25+05.00. 8.0' RT RIM=757.71 18"(W)=750.24 18"(E)=750.25 12"(NE)=754.42 12'(SW)=754.13 DEPTH=6.71' STORM MH (5' DIA) W-25 STA. 25+66.40, 30.5' LT RIM=758.26 12"(W)=754.35 12"(E)=754.47 30"(S)=750.02 21"(Nt)=750.02 DEPTH=7.49' STORM INLET 1.1 STA. 24+89.76, 20.0' RT RIM=757.33 12"(E)=754.33 SUMP=1.50' DEPTH=4.50' STORM INLET 1-2 STA. 24+95.76, 20.0' RT RIM=757.28 12"(NE)=754.28 12"(M=754.28 SUMP=1.50' DEPTH=4.50' STORM INLET 1.3 STA. 25+21.53.20.0' LT RIM=757.75 12'(SW)=754.74 SUMP=1.50' DEPTH=4.50' STORM INLET 1.4 STA. 25-38.29, 36.4' LT RIM=757.64 12"(E)=754.64 12"(N)=754.64 SUMP=t.50' DEPTH=4.50' STORM INLET 1.5 STA. 25+39.52, 42.2' LT RIM=757.68 12"(S)=754.68 SUMP=1.50' DEPTH=4.50' STORM INLET 1.6 STA. 26+01.69, 45.1' LT RIM=757.85 12(W)=754.85 12"(N)=754.85 SUMP=1.50' DEPTH=4.50' STORM INLET 1-7 STA. 26+02.64, 51.1' LT RIM=757.87 12'(S)=754.87 SUMP=1.59 DEPTH=4.50' STORM MH (6' DIA) W-24 STA. 25+59.33, 6.5' RT RIM=75&01 18"(W)=750.03 30"(S)=749.89 30'(N)=749.89 DEPTH=7.36' 71+00 760 759 758 757 756 755 754 753 752 751 750 749 748 747 746 BM &2 _._....... 759.85 75.2' 224 71+50 BULKHEAD 12' SAN. `i ..... OI ,O I V , 1 5 0}a7• i i T, t ip 11V UNE IP Ylfi \ I.5 _ 1 00 P-5 BURIEDQ L22 B•23 P-8 C0.3 73 00 74 00 B•24 y -� B-25 _- 1! V-2 _IP., V_25 &5 W v-v C-1 V-5 p Od / >� 1-6 17 ��---- cP lP �. IP. T. --� ----------- -- I T 111I 1; TPP, 1 67.02' is 306 \VE V86'910 302 �� I I T-7 H-1 U V-7 I I \1 a 't o PIPE SEGMENTS 72+00 72+50 73+00 760 759 758 757 756 755 754 753 752 751 750 749 748 747 746 P-4 = 15.1 L.F. 12" STO. @ 1.00% P-5 = 28.7 L.F. 12" STO. @ 1.00% P-6 = 38.2 L.F. 12" STO. @ 1.00% P-7 = PROP 8" WM RELAY P-8 = 35.5 L.F. CONC STO. @ 0.14% P-9 = 54.2 L.F. 18" STO. @ 0.40% P-10 = 37.7 L.F. 30" STO. @ 0.35% P-11 = PROP 8" WM RELAY P-39 = 6.0 L.F. 12" STO. @ 0.83% P-40 = 6.0 L.F. 12" STO. @ 0.75% P-41 = 6.0 L.F. 12" STO. @ 0.33% STA. 8" W.M. EL. (TOP) 25+76.9 (CONN.) 750.25 25+76.9 (BEND) 750.25 25+73.3 (BEND) 749.77 25+84.9 (VALVE) 750.26 25+85.4 (CROSS) 750.26 25+86.3 (VALVE) 750.27 25+92.1 (VALVE) 750.52 25+92.7 (BEND) 750.54 25+96.4 (BEND) 751.11 25+96.4 (CONN.) 751.11 WATER MAIN FITTING SCHEDULE B•21 = V 45° BEND STA =25+76.9, 50.7' RT B•20 = 8" 45° BEND STA=25+73.3, 44.2' RT V-4 = B" VALVE STA=25+84.9, 11.5' LT C-1 = 8" X 8" CROSS STA=25+85.4, 13.8' LT V-5 = B" VALVE STA=25+86.3, 18.2' LT V-25 = B" VALVE STA=25+92.1, 47.3' LT B-5 = 8" 45° BEND STA=25+92.7, 50.1' LT B-6 = 8" 45° BEND STA =25+96.4, 52.5' LT D-1 = DEFLECT STA=25+20.7, 10.0' LT B-22 = 8" 45° BEND STA=25+55.9, 12.5' LT 8-23 = 8" 45° BEND STA=25+58.1, 12.7' LT 8-24= 8"45°BEND STA=25+68.1,,3.4'LT 8.25 = 8" 45° BEND STA=25+71.1, 13.6' LT B-7 = 8" 11.25' BEND STA: 25+82.3, 14.5' LT V-2 = 8" VALVE STA=25+83.9, 14.1' LT V-3 = 8" VALVE STA=25+87.5, 13.4' LT V-6 = 8" VALVE STA=26+35.0, 10.0' LT T•7 = 8" X 6" TEE STA=26+36.8, 10.0' LT V.8 = 6" VALVE STA =26+36.8, 12.0' LT H-1 = HYDRANT STA =26+36.8, 24.0' LT V-7 = 8" VALVE STA.=26+39.0, 10.0' LT MAIN CONNECTIONS C0.3 = CONN. EX. 21" STO. TO PROP. 21" STO @ 750.2m C0.4 = CONN. EX. 8' WM TO PROP. 8' WM C0.5 = CONN. EX. 27" STO. TO PROP. 27' STO. @ 749.9t C0.6 = CONN. EX. 8' WM TO PROP. 8" WM 71+00 71+50 72+00 72+50 73+00 N0. STATION BENCH MARKSDESCRIPTION PTION D 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY TIE-IN INTERSECTION T2 25+g5 ARROW ON HYDRANT SE CORNER OF STATE & WAUG00 759.85 DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10/17/2023 STATE STREET SURVEYOR SANITARY/WATER: MWN DESIGN ENGINEER STORM: CMC FROM STA. 71+00 TO STA. 73+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 00 20 40 CITY CONTRACT 24-02 SHEET 20 OF 32 T S.C. 0+34. - - - - - - - - - - - - - 0-1�34.6 (fv) 6 (TV) GAS BROAD STREET 1 UNE BROAD STREET 3/4" LEAD 3/4" IRON 3/4" LEAD F 3.3 Do, I T-4 T-4 (WEST OF TRACKS) vv-:32 -14 V-1 5 V-14 123.72, (EAST OF TRACKS)-t5 0� 123.72' BM #5 BM #5 - ----- ------ .......... . . . . ................. . .. ........ . . ........ - ------- CR)l 1p a) -19 1-20 P -19 : 1-20 ? j -Cw - I I - , 1, . ........ 9_88.6 L.F. S" SAN. 6.50 ... ...... . T' 88.6 L.F. 8- S SAN SAN w a 0,50% W_ P-46 ABAN.)-:., P-21 SAN--, CO-20 P46 ABAN.) -,;.. , � -21 P W-34 . ...... W-33 W-35 N W-33 CIO-19 --Ik- o SS SS- �..S CO-1 9 P-22 F_zu 934 . . ........ .. BURIED BURIED SAND/SLURRY EX. 6" SAND/SLURRY EX. 6" F. . F.0 - - -- ----- UNDERTRACKS UNDERTRACKS . . ....... . ..... . . .... FROM STA. 36+75 TO 0: 1 • FROM STA. 36+75 TO STA. 37+25 STA, 37+25 93tOO 91 91 joo 93t00 FO L� 2+00- - 90__OO ............................ INSTALL 67.0 L.F. .... . . ......................... INSTALL 67OLF. 6 OF 24* CASING PIPE OF 24"CASING PIPE lAl . .... . . ........ FP ____F'O -i-FO __Fp _ .. ___f FO - ---- . . ........ ..... . ............ . . . . . . ....... -(KD B-13 .. . . .............. .3 w W_ W B-1 (��RD B-13 B_jI B-28 R-29 V-17 B-27 _�vv-36 _\ SS P_ B-27 8 SS . . ......... ..... W-6 SA SAN P-24 P-47 SAN- P-26 W-7 MD 1_7 .............. . ------ . ....... . ...... S AN- SAN- p-i2 Ip ....... . .. - ------ -------- W_ :2, 134.6' -23 1 : p 74.01 134.6' -^-v to �74.0' 50.0' 0 Rq,�� jl < -18 0 T_ 0 B i BM 4b H- q 412 756.42 <1011 a�o . "I J14 7. 21 q F224 + 2161 F224 F UNE + + CAB (3 IN Ci ci VI ma Ra STORM MH (4- DIA) W-36 STORM INLET 1.21 STA. 37+20.81, 49.6' RT 91+00 91+50 92+00 92+50 93+00 STA. 37+33.42, 34.5'LT RIM=755.06 RIM=754.20 24-(N)=748.62 PROP CL 12'(W)=751.20 12"(S)=750.32 EX BUMP=1.50' 12-(E)=751.06 756 DEPTH=4.50' 756 DEPTH=5.69' 17 755 755 STORM INLET (TYPE 1) 1.22 STORM MH (5- DIA) W-37 W-36 STA. 37-34.44,49.6'RT 91+00 91+50 92+00 92+50 93+00 STA. 37+20.90, 24.0'RT RIM=754.20 PIPE SEGMENTS RIM=755.32 754 12" =751.20 PROP CL 754 (VV) 4 24-(E)=748.70 SUMP=1.50' P•19 = 32.4 L.F. 24'STO. @ 0.36% EX, CIL 24-(S)=748.70 DEPTH=4.50' -34 L____---- - P.20 = 49.7 L.F. 15- STO. @ 0.50% 756 756 15-(N)=748.90 753 -------- ------- ... ... SANITARY MH W-7 753 f- DEPTH=5.86' P-21 = 11.5 L.F. 12"STO. @ 1.00% =W-351) STA. 37+31.34,51.7'LT RIM=754.67 P-22 = 53.4 L.F. 30"STO. @ 0.45% n I n STORM INLET 1-23 752 STA. 37+53.69,15.0'LT STORM MH (S' DIA) Oe W)=748.61 P-46 = 12.4 L.F. 12"STO. @ 1.00% 755 W-35 IL 755 752 RIM=754.25 STA. 36-70.44,13.3'RT 8.79 STORM MH (,V DIA) W-38 12'(S)=751.25 n RIM=755.41 x DEPTH=5.31' - - --------- W-33 24 754 STA. 37+21.01, 345LT X - ----- 751 SUMP=1.50' 754 -(Vfp750.15-- 751 . .... ... ......... ___.7777 ... ......... . .......... RIM=755.30 DEPTH=4.50' 1 5-(N)=750.20 15'(S)=749.19 0 753 12'(E)=751.07 750 753 DEPTH=4.51'---- R-2 X 750 DEPTH=5,36' STORM INLET 1-24 WATER MAIN FITTING P-4 y,/ STA. 37+53.90, 15.9 RT 752 RIM=754.25 SCHEDULE 752 7 49 0.40% 12'(N)=751.25 749 2 F. 110" SAN. STORM MH (4- DIA) W-39 13 V-13 = 8 VALVE STA.=36+26.9,8.4'LT CO-19 STA. 37+53.69.8.0'RT SUMP=1.50' T-4 = S"X6"TEE STA.=36+29.6.8.4'LT 751 751 RIM=754.39 748 748 DEPTH=4.50' V-15 = 6" VALVE STA.=36+29.6, 12.0' LT 18-(E)=748.81 750 x 24-(VV)=748.81 SANITARY MH VV-6 H-2 = HYDRANT STA .=36+29.6,23.4'LT USTORM MH (S' DIA) VY-- 750 12-(N)=751.02 747 STA.37-26.52,41.1'LT-------,,,,,, 747 V-14 = 8* VALVE STA.=36+32+4,8+4*LT x STORM MH (4- DIA) W-34 12-(S)=75118 Cl 1=0 -RIM=754.90 STA. 36+70.05,66.7'RT STA. 36+70.42,36.5- LT SANITARY MH W-5 P-2 10'(S)=748.57 X RIM=754.84 DEPTH=4.83' STA. 37+26+01, 93.0'RT (NE)=748.5 _________RIM=756.10 749 746 B-26 10 6 749 30-(N)=749.91 15-(S)=750.45 -RIM=754.23 3 DEPTH=5,58' 746 x 12-(S)=750.80 10'(N)=748.03 12'(W)=751.88 -(S)=746.7i C-2) 748 ........ .. DEPTH=4.90'+.+.++.----..+.........-. 748 745 - 10 745 _____----DEPTH=4.18' DEPTH=6.77' _x 91+50 92,00 92+50 91+00 93+00 74 PIPE SEGMENTS WATER MAIN FITTING MAIN CONNECTIONS -20, x -88.6 L.F. 8" SAN. @ 0.50% 747 STA. 8" W.M. EL. (TOP) Co P-23 = 11.0 L.F. 10"SAN.@0.40% SCHEDULE x I V-26 = 6" VALVE STA.=37+16L1,39.2'RT- W-4 PURPOSE P-24 = 134.2 L.F. 10" SAN. @ 0.40% 37+16.1 (REDUCER) 749.55 37+38.2 (CROSS) 746.40 CO-19 = CONN. EX. 12"STO. TO PROP. 12"STC. @ 751.0± 746 ...... . . . . . . . . . . . . . . . ... SANITARY MH 746 R-3 = 8"X6"REDUCER STA .=37+16.1,370RT V-20 = 6" VALVE STA.=37+62.0, 10.0,LT I STA. 36+63,80, O.O'T UNDER THE TRACKS P-25 = PROP 8"WM RELAY 37-16.1 (BEND) 749.63 37+38.2 (SEND) 746.40 CO.20 . CONN. EX. 10'SAN. TO PROP. 10"SAN. @ 746.6± SANITARY MH W-13 B-27 = 8"45* BEND STA.=37+16.1,34.4'RT H-3 = HYDRANT STA.=37+62.0,25.0'LT RIM=755.46 37+15.9 (SEND) 746.40 37+38.2 (BEND) T46.40 STA. 36+61.71, 85.6'RT P-26 = 12.4 L.F. 112- STO. @ 1.00% V)-747.00 745 RIM=754.44 745 P-27 = 23.0 L.F. 12"STO. @ 1,00% B-26 = 8"45* BEND STA.=37+15.9,30.8'RT T-5 = B"X 8" TEE STA.=37+62.0, 8.0'LT 37+15.9 (BEND) 746.40 37+16.1 (BEND) 746.87 �)1+00 10'(S)=746.56 91+50 0-13 = 8"45* BEND STA.=37+16.9,21.1'RT V-1 9 = 6" VALVE STA.=37+64.1, 8.I'LT 8-(N)=746.56 DEPTH=7.71' 92+00 92+50 93�00 P-28 = 7.0 L.F. 12"STO. 0 1.00% 37+38.1 (SEND) 746.40 37+16.1 (BEND) 749.94 P-29 m 36.4 L.F. 24'STO. @ 0.30% 8.12 = 8 45* BEND STA,=37+38.1, I.VRT 37+38.2 (VALVE) 746.40 37+16.1 (REDUCER) 749.94 DEPTH=7.13' STORM INLET (TYPE 1) 1-19 STORM INLET 1-20 P-30 = 25.6 L.F. 24"STO. @ 0.30% V-24 = 8" VALVE STA.=37+38.2,5.4'LT STA. 36+57.64,66.7'RT STA. 36+58.93, T6_57LT P-31 =PROP 8"WM RELAY 8-10 = 8"45* BEND STA,=37+38.2, iO.7'LT STA. 6" W.M. EL. (TOP) RIM=754.39 RIM=754.98 P-47 m 13.6 L.F. 12"STO. @ 1.00% C-2 = 8, X8"CROSS STA.=37+38.2,8.0.LT MAIN CONNECTIONS 37+16.1 (CONN.) 749.55 12.(E)=751.39 12'(E)=751.98 P-45 m 58.5 L.F. 15"STO. @ 0.50% 8.11 = 8"45* BEND STA.=37+16.1,30.8'LT sump=1.50' SUMP=1.50' B-28 = 8"45* BEND STA.=37+16.1,35.2'LT CO-21 = CONN. EX. 6 WM TO PROP. 6" WM 37+16.1 (VALVE) 749.86 DEPTH=4.50' DEPTH=4.50' B-29 = 8"45* BEND STA.=37+16.1,38.7'LT CO.22 = CONN. EX. 18'SAN. TO PROP. 18"SAN. @ 748.8± 37+16.1 (CONN.) 749.86 V-17 = 6" VALVE STA.=37+16.1,43.1'LT CO-23 = CONN. EX. 6. WM TO PROP. 6" WM R-2 = 8"X6" REDUCER STA.=37+16.1,41.4'LT CO.24 = CONN. EX. 12* STO. TO PROP. 12"STO. @ 750.33 V _'��ASAN) V-16 = 8" VALVE STA.=37+35.0, 8.0' LT CO.25 = CONN. EX, 10* SAN. TO PROP. 10"SAN. @ 746.71 V-18 = 8" VALVE STA.=37+60.0, 8.0' LT BENCH MARKS USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 110/17/2023 1 UTILITY TIE-IN INTERSECTION HYDRA 93 5 36+37 NTTAGBOLT (a) SW CORNER OF &BROAD! T5-6. SURVEYOR SANITARY/WATER: MWN WEST OF BROAD / EAST OF BROAD _6 37+51 HYDRANT TAGBOLT CcD S 2 DESIGN ENGINE ER STORM: 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 24-02 SHEET 21 OF 32 --------------- z� 1 i TE (fE I N I,' BAY STREET W-03 P3. B-15 CO-26 P- 222 I I I 756.61 �- j 134.6' W o 222A 0 0 rn o o^r U U_ 222E + N - - 3 1 6P(T, S.0 2+O 0 0l V O N 101+00 101+50 STORM MH ( D A) W STA. 42+38.43, 8.V RT 755 RIM=753.75 18'(WI)=748.40 754 18'(E)=748.40 DEPTH=4.60' 753 STORM MH (4' DIA) W-45 752 STA. 43+14.95, 8.0' LT RIM=754.19 24"(E)=749.67 751 24"(1M=749.67 12"(S)=750.93 12"(N)=751.01 750 DEPTH=3.77' 749 STORM INLET 1.29 STA. 43+14.95, 15.0' LT 748 RIM=754.08 12'(S)=751.08 SUMP=1.50' 747 DEPTH=4.50' 746 STORM INLET 1.30 STA. 43+15.29, 15.0' RT RIM=754.16 745 12"(N)=751.16 SUMP=1.50' DEPTH=450' 744 101+00 P-34 = 45.4 L.F. 24" STO. @ 0.50% P-35 = 7.0 L.F. 12" STO. @ 1.00% P-36 = 23.0 L.F. 12" STO. @ 1.00% 102+00 G _ J i - - - - - - - - - - - - - - I - ■ W Qp A S.C. 0+18.5 (TV) 0 w + I +� O + a V U U V 1 12.0' ui I vi vl 3GA6 UNE SlI I 103100 W- _ iS.C. 2+33.2 (TV) 124.0 j G - '3/4" LEAD 302 304 1 O U w N Ot O o _ A I 102+50 103+00 PROP. CL CL W-9 ' _ .. _........ SANITARY MH W-9 STA. 42+77.72, 0.0' T RIM=754.11 83 8'(Vt/)=745.83 DEPTH=7.53' STORM MH (6' DIA) W-44 STA. 42+69.54, 8.0' LT RIM=753.94 18"(W)=748.33 O.27 C44 30"(S)=748.28 -- 101+50 102+00 WATER MAIN FITTING SCHEDULE 6-14 = 8" 45' BEND STA =42+33.0, 8.0' LT B-15 = 8" 45, BEND STA=42+50.8, 8.9' RT B-16 = 8" 45. BEND STA=43+30.0, 9.0' RT B-17 = 8" 45' BEND STA=43+35.9, 9.0' RT 755 754 753 752 751 750 749 748 747 746 745 744 102+50 103+00 MAIN CONNECTIONS CO-26 = CONN. EX. 8" WM TO PROP. 8" WM CO-27 = CONN. EX. 8' SAN. TO PROP. 8" SAN. @ 745.8t CO-28 = CONN. EX. 30" STO. TO PROP. 30' STO. @ 748.4t CO-29 = CONN. EX. 30" STO. TO PROP. 30' STO. @ 748.33 CO-30 = CONN. EX. 8' WM TO PROP. 8' WM � f _ 1 e ij O7 ` _ - _ - _ - - - - - - - _ - - - _ - - - _ 3/4" IRONS Q T. O_'....__^ rv■� S.C. 0+18.6 (TV) ,V-21 - 3/4" LEAD -23 T-6 - - W-47. I 96.6' N; o ' GAS LINE 124.0' I MILL STREET -- R-4 0 -- DP co-34 co 3z SAN ; ,SAN AN r C0.31 -SAN--- -x --- ----- -- -A - SN iSAN _SAN -- - - - - - SAN--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L , CO-33.._ REPPIR EX.e-1 - t IP - ._-_ _ _ SAG J ol IIF- D owe ; ? BM N9sS i t t k t t SS --- ' P 114+50 115+00 1 I s+sn 116+00 11 E 756 755 754 753 752 751 750 749 748 747 746 745 744 =W12 75 ........... __...-- --._..._._ _..__--------- - ---- - .__... _ ..._....- -_ ._..__._ _._. _.... - _............. __.-----..._..----- 75 --------------- --- ---------- ----- - ---- 75 -_____.....____.-_........._..__.__.......... __._._._ ._-----...---.._..---------- ___.._._.___...__.__. ---- __ __J.___ - --- 75 SANITARY MH W-12 STA. 48+24.96, 0.3' RT 75 RIM=756.60 8"(W)=745.87 27"(S)=744.50-- __ ____-_.._____._..._____-._._ V-23 74 8'(E)=745.94 ......__._.._.....___-.._____........_.... _...____....._.._...._........................_......._.__.... ... _______ - 27"(N)=744.50 ._. __DEPTH=11.34'* 74 74 ------------------- ------ -71 - ------- ._. .. 74 C0.34 C0.32 74 74 114+50 115+00 115+50 m 45.05' d I o U I I n STORM MH (4' DIA) W-47 STA. 47+99.00, 8.0' LT RIM=756.25 18-(W)=752.09 DEPTH=3.41' 5 1 3 WATER MAIN FITTING SCHEDULE V-21 = 8" VALVE STA =47+89,2, 9.0' RT T-6 = 8" X 6" TEE STA=47+92.0, 9.0' RT V-22 = 6" VALVE STA=47+92.0, 11.9' RT g^ H4 = HYDRANT STA=47+92.0, 24.5' RT 3 R4 = 8" X 6" REDUCER STA. 48+13.3, 9.0' RT B-18 = 6" 45' BEND STA=48+16.0, 9.0' RT 3 B-19 = 6" 45' BEND STA=48+22.2, 15.4' RT 7 1 116+00 116+50 MAIN CONNECTIONS CO.31 = CONN. EX. 6" WM TO PROP. 6' WM C0.32 = CONN. EX. 27" SAN. TO PROP. 27" SAN. @ 744.5t CO.33 = CONN. EX. W SAN. TO PROP. 8" SAN. @ 746.0t CO.34 = CONN. EX. 27" SAN. TO PROP. 27' SAN. @ 744.53 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION I DATE I BY UTILITY TIE-IN INTERSECTION NO. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10/17/2023 7 43+01 HYDRANT TAGBOLT SE CORNEROFBAY&WAUG00 756.61 SURVEYOR SANITARY/WATER:MWN BAY STREET /MILL STREET 9 757.57 HYDRANT TAGBOLT SW CORNER OF BOWEN & WAUG00 757.57 DESIGN ENGINEER STORM: CMC 20 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 CITY CONTRACT 24-02 SHEET 22 OF 32 � » TRUCTURES PIPE SEGMENTS ui C. To lk TV 226 vo C0.102 CON GO ci _Ss ------------- ce A. 3/4" LEAD 0-10141 rb 65. Oi cp UJ PIPE SEGMENTS oi Ln BENCH MARKS - U: NAVD881 'UM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. SLAT13ON DESCRIPTION ELEV. DESIGN DATE ::::::�SEPTEMBER 2023 ISSUED FOR BID WAUG00AVENUE 1 22+ 6 "+" ON LIGHT BASE @ SE CORNER OFWAUGOO MAIN 757.46 SURVEYOR - CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: �o 4 CITY CONTRACT 24-02 SHEET 23 OF 32 N it i I W i S.S.C.0+41.1 (T WAUGOO AVENUE 1 < I S.S.C. 0+28.7 (TV) 10"`:: _- 306A I W I I I 204 ¢ I 216 ", 1 I I, ma 300 1 0+ 306 M¢ 1 310 {' 1 402 w 0 0 0 0 +J it-_____ EX LB-1 j N� J a. J I a I N N 40.0'1 120.0' I !...._..__.-...._.._......_..............__-__.____.__.__...._......._...-....._._._.__....._ PB-8 '. -.. _. i .... PB-9. ... - _. CO-100 W ... I I �� j It EX PB-1 c.io N V i I vi:- 40.0' I o 40.0' . vin I n 6 .0' 22G'16 1 I ca,ot -- - - - O i72.4 L.F. OF 2" CONDUIT 149.01.F. OF 2- CONDUIT -...-- - - 104.2 L.F. OF 2" CONDUIT ' 72.8 L.F. OF 2' CONDUIT --- :, P-4 _ I -. - --- ---- r r.:. x 1 -13 _. P-5 _ .. ^^ -- - - -- - - -- - - - G ... G - . r,-, .....G. - - - --- P•8 r G-. :::- -: LB•8 :a.�..._ =_ .. ...___ _ .. - __. -_._a-._.__ ., .:.I� '- - __... -. .�_._ .. - __ I - __ - 2" CONDUITOO .-_ - - 16 12 ! LB-00 P•5 = 9.0 L-F. C 0 29 N i O 1131 0� 1 ! I 00 LL O 4 0 SS SS "too LL J i LL J i SS SS 1� a N I W W- ._-- .-_ _. -__- - }} ) -.. b { _ _ r ` � l ' PS G G LB-g G _.. G -'-- k- 10. 557& mwo-P- 6,t- • T / •.L.F._ ' 56.0N' P6 = 11.4 L.F. OF 2"CONDUITrn.3 40.0-' �< II DUWQ1 ON3Ii fII! 215 4, P1346LF OF 2"C NDUIT 309 317 43 409am ± TIIJIRE STRUCoo 409ASI vvim4096B•10 - 18°PULL BOX -STA. 31+76.25,29.0'LT vi vvPLB•10- TYPE 5BASE - STA, 31+72.45, 20.9'LT PROP. 2-CONDUIT TO EX. 2"CONDUIT PB•11-18°PULL BOX - STA. 33+48,69, 29.5'LTCO.101=CONN. [fir LB"11- TYPE 5BASE -STA. 33+52.17,18.2'RT PB-12 - 18" PULL BOX - STA- 34+97.74, 29.4' LT LB•12 -TYPES BASE-STA. 34+99.79,18.2'LT I-! III1 WAUGOOAVENUE I I W 40A I1.5 3�4OLADO(�)�. E In41mF 48402 0 o-f'I.1.-_. m 205508412I ++ oo n ui i2205mn 4 1 400' 40.0 �0fi' � � 1O�1 70.0' 34.0' 5210' mm I i � 11 � - NA! _PB•15 - .1i-"3C B _ IT 149.0L.F. OF 2'CONDUIT 38.8 L.F. OF 2CONDUIT - T. .........G U�..'• �-___ -._ j�I(f1�I 1LF OF 3 CO D ` FB�OLmNj-Ba G O o �OOF SS SS SS SS 34+ 00 35 00 00 30 -........- 39+00 -".'080.0 ry W - 16 W 7_-2 W +8..., W W W �LB15 _.__J._ -L1_� -'I1 _.. _ .7�I _4I P 5 _T - ' CST) 7593 I T-S0-TS SI - 7B21 BM N6B / S 75s.42S 56.0' 80.068.0' 52.0' 40.0' 40.0 540 o -0 Ip_ Oovi N O� "�cI 40aMSa.0o 70.040,f 4 W : 162Lu 321 4037 + 407 47 421 031 I1' Flo 53 51709 0 030A 409A 417A vi ITI +? m(3 vivim40913 Y, STRUCTUR S PIPE SEGME i PB13 -18'PULL BOX- STA. 36+36.58,29.5'LT P•7 = 11.7 L.F. OF 2° CONDUIT P•8 = 11.8 L.F. OF 3" CONDUIT13 -TYPE 5 BASE - STA. 36+30.86,18.2'RT III4 Iir ( I1I P•15=37.8 FOF2`CONDUI - 18" PULL BOX - STA. 36+26.38, 290RT •- -TYPEASE- STA. iPS-21 I I L 355RPB.14-8PULBOX STA37+659296T ( LB-14- TYPE SBASE-STA.37+53.58,18.2'LT y I I I LB-15 - TYPE S BASE- STA. 38+99.49, 18.2' RT SIZE? MATERIAL? 1 1 I 3 1 PB-15 -18" PULL BOX- STA. 38+76.81, 29.2' LT m BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS . STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10/1712023 :24 WAUGOO AVENUE 30+g1 HYDRANTTAGBOLT SW CORNER OF COURT&WAUG00 758.V SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 24-02 SHEET 24 OF 32 0 0 Ot S.S.C. 04-55.9 (TV) WAUGOO AVENUE S�'.,.0+48.0 (TV) 3 4 LEAD F512A] FTI 271 1"COPPER mz F-- F102 F.8 F,12 m F 540 46 0 FT, S 1 5221 528 97 + F F 1 +0 + + +:2 + fK O + 3 34.0 1 77.�' 60.0 vi 34.0' 5M'ST 44.0' "i 61.0 70.0' on 80.0, ST I STT 3 vi M r T'Ll L s I I �l 11111 a I CONDUIT 120.2 L.F. OF 3' CONDUIT168.8 L.F. OF 3" CONDUIT 0. IT .. . ......... j P-8 C. -Ei',pi G--G- P-19 G T_ G_ G G C r, ....... . ... - LB-16 SS ss- _Ss 41+00 /-N38+i O 4 0 317 + 0 191, _j 0- - w__ T_ ls- . . ............. w__ .......... . . .......... . .. . ........... w W_ I 01-m w__ . ... . ............. _T_ I r ST ST T ST i T BM #46219 T /4/11. J61- 116 D. 4 0 40.0' o' 4" 4..l 0 40.( 51, LaJ 30.0 Lu n Lu F503 3 -92 ui 517 F543 I F525 ]li' I F533 ] 4 5 7 517 521 F509 w � F F �,F F T + + + + BM 60 #7 ca + F537A] 756.61 4- c3 c3 (3 m vi (A vi PB.16 - W PULL BOX - STA. 40+45.5�r29.1' LT vi �i vi LB-16 - TYPE 5 BASE - STA. 40+45.72,18.3- LT Lu Lu S.C. I'. c 2" ( PULL BOX- STA. 42+31.47, 29.4 LT LB-17 - TYPE 5 BASE-STA. 42+28.88,18.21'RT PIPE SEGMENTS S.S.C. 0+ 3 '5 P-9 10.9 L.F. OF 3' CONDUIT S.C. 2+58.6 TV 111 F. S.S.C. 0+55.9 (TV) �'A PIPE SE MENTS No WAUGOO AVENUE P-1 0 11.1 L.F. OF 3' CONDUIT P-11 11.2 L.F. OF 3' CONDUIT F�3 w 1" COPPER F132 W!�E F14. 1'+2 n nio 0 F614 L5 ------ FB_1�6 632 F624 r'� 0 625 F60 + + + m G-L--- 61.0, w uj 77.�' 60.0' m j d 35.01 vi 60.0, 40 0' 'n� 40.0' 4 u nj n 40.0, vi 5.0' 6.0, 3 _40* 0. ST ST I ST ST s ST j 1 B_ PB-2 t ps PB_ Il- V-1 .. . ....... . . ...... i -108.6cr.F. 0 CON ..... . ........ 0, ..... ............ _1 3"CONb LIT )F3'CONDUIT ............. . ... ---------- - -- ............. ------- - G P_ P-1 0 G t L LB-2D LB-1 8 41+00 _449Q.. I I - 46 0 e-N 47+00 44+00 45+00 + A _j w ............. . .......... .. . .. . ........ W_ W_ �3 LB-19 T ST ST 5,1 40.0 0. 60.0' 59.0' 30.0, 40.0' 40.0' o 45.0' 40.0' 4 A. FE531 F543 F541� 0. 6=41 t� C5 _�E -1 F6O9 I E_ FSol I FTo, F FT F633 I F 37 617 6211 29 0 I + + n -TIA F5 . i� .. . ... Bm 97 + + PB-1 8 - 18"PULL BOX - STA. 43+40.11, 29.3'LT 0 756.61- FUE)Aj vi I ul JU 2+91.4 I(TV) Y LO-18 -TYPE 5 BASE-STA. 43+40.81,1LT L5 (3 0 "i I (n ui 1 �OPPER PS-19 -18"PULL BOX - STA. 45+16.18,29.2'LT ER LB-1 9 - TYPE 5 BASE - STA. 45+24.12, 18.2' RT 2" COPPER 7 PEI-20 - 18" PULL BOX - STA. 46+71.31, 29.3'LT LB-20 - TYPE 5 BASE - STA. 46+71.20,18.1'LT S.S.C. 0+94.7 S.C. 2+ BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION L PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. I STATION I DESCRIPTION LE - DESIGN DATE ::::�S�EPTEMBER2023 ISSUED FOR BID 10117/2023 WAUGOO AVENUE 6 1 37+51 I HYDRANT TAGBOLT 0 SE CORNER OF WAUGO 0 &BROAD 7_56_.V 2 SURVEYOR 7 43+01 HYDRANT TAGBOLT P SE CORNER OF BAY& WAUGOO 756.61 DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 24-02 SHEET 25 OF 32 3 C, ai 0 n V Z) I zt V n I ` , WAUGOO AVENUE a i -- � 1 a � L tht I I W 0 I ( pp 1 620 n I I Iq 624 I 628 I N 1 � I .} I I� o o vi o ao I 632 636 ( 642 I ±• J ± J cp cdo I 648 i I �-- - •- I ' ,� 1. •" ,1 4 `• ••'` (,N) 800 I 808 I 814 \ ro i ST I ST U� •\ 60.0' mn \ \ 40.0' n I'',^ w, 40.0' ST I i,; i ST Ill:.__ 1 • \ \ \ 4©.0' rn n I I '"� 40.0' vi ( ! n vi 59.5' i I I 50.5' ST_ i 5j6 11 '-V •Q , 60.0� 60.0 40.0' t �..._ �..1�-f-�! �_. !• I rt r ``-I ..-.—b--.... ....._ _ ._ PB•19)-1�. _ —. _ . i ..._ ,�>_.�!.._..-I 155.7 L.F. OF 3' CONDUIT . ......�___ . 175.2 L.F. OF 3" CONDUIT ...-.,..-�--__ if ' -._._- � _ - i 1 p , _ >—_ - - --------.------ � — -----..___._ �-o_ - 1 -------------- 48 I 19 0 I 50 00 51 45 00 LL 0 46 0 I 47 00 I 1 � Ni v w i w - _. L :_..l —"y -i — — \-- SS ...SS SS -- , . - -- - --::....._.. - w.:Y -_ . i fi-w_ - - IT rr i L619 rr-". t `... Pi2 1 - _......--- - -- --L ! - _ --- I-- - __ - - - -- --_ �1�i1 S7 I �y -s' ST 1' � /r- '. \• P•1'6 , i 1 t�f ( --A I --- - ( 1 .._... 1 1 Iz 36.0� o �- 60.0, I ^ 59.0' 0 I Z� I 45.0' `ti,.-• a� ( ,`�O o 40. 40.0' I Z I z55.5' 7 .0' l ( I I 1.7' IJ •� r�: 1 7.0' 45.0' 1 i I I I �gJZ 6Mr9 I + 63 637 6 +617 + M ri' 11 64762 1 1 1 ' 7 •• 5O 629A 609A I I vi I vi I vi I N vi I vi I vi ( LB-21 - TYPE 5 BASE - STA. 47+99.68, 18.2' RT 1 I '• ,, 1� I I 1 I I 1 I 1 1 LC•1 - TYPE 9 BASE - STA. 47+98.09, 25.7' RT 0 I 1 ! PPER j %': r o , I �, P•12 = 7.6 L.F. OF 3" CONDUITS I ( I ( I P•16 = 27.6 L.F. OF 2' CONDUIT I ( BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS N0. STATION DESCRIPTION ELEV. DESIGN DATE SEPTEMBER 2023 ISSUED FOR BID 10/17/2023 WAU GOO AV EN U E 9 48+95 HYDRANT TAGBOLT SW CORNER OF BOWGO EN & WAUO 757.57 SURVEYOR DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 24-02 SHEET 26 OF 32 3 v ai a� :, c a O' N O N O M N O N 0 n N O N M O STORM LATERALS BID ITEM 2400 BID ITEM 2402 BID ITEM 2404 BID ITEM 2406 BID ITEM 2408 BID ITEM 2410 BID ITEM 2414 6-INCH 8-INCH STORM SEWER STORM SEWER STORM LATERAL TUNNEL UNDER LATERAL INLET HOUSE STORM LATERAL STORM LATERAL MARKER BALLS CLAY DAMS INLET EX. RETAIN WALL ADJUSTMENT NUMBER STREET L.F. L.F. EACH EACH EACH EACH EACH 5 WAUGOO 9 / 11 WAUGOO 28 2 1 13/ 13A WAUGOO 28 2 1 17 WAUGOO 28 2 1 19 / 21 WAUGOO 28 2 1 20 WAUGOO 100 44 6 3 25/27 WAUGOO 28 2 1 224 STATE 30 2 1 300 / 302 STATE 45 2 1 123 WAUGOO 30 2 1 215 WAUGOO 226 COURT 300 WAUGOO 306 / 306A WAUGOO 309 / 309A WAUGOO 30 1 2 1 1 1 310 WAUGOO 317 WAUGOO 30 2 1 1 1 1 321 WAUGOO 30 2 1 1 1 402 WAUGOO 2 1 403 WAUGOO 30 1 2 1 1 1 407 WAUGOO 30 2 1 1 1 409 / 409A / 409B WAUGOO 30 2 1 1 1 412 / 412A WAUGOO 45 2 1 1 1 417 / 417A WAUGOO 30 2 1 1 1 418 WAUGOO 45 2 1 1 1 420 / 420A WAUGOO 45 2 1 1 1 421 WAUGOO 30 2 1 1 1 502 WAUGOO 45 2 1 1 1 508 WAUGOO 45 2 1 1 1 509 WAUGOO 30 2 1 1 1 510 WAUGOO 45 2 1 1 1 513 WAUGOO 30 2 1 1 1 516 WAUGOO 45 2 1 1 1 517 WAUGOO 30 2 1 1 1 521 WAUGOO 30 2 1 1 1 522 / 522A WAUGOO 45 2 1 1 1 525 WAUGOO 30 2 1 1 1 528 WAUGOO 45 2 1 1 1 532/532A WAUGOO 45 2 1 1 1 533 WAUGOO 30 2 1 1 1 537 /537A WAUGOO 30 2 1 1 1 540 WAUGOO 45 2 1 1 1 1 543 WAUGOO 30 2 1 1 1 546 WAUGOO 302/304 BAY 604 WAUGOO 30 2 1 1 1 607 WAUGOO 45 1 2 1 1 1 608 WAUGOO 30 2 1 1 1 609 WAUGOO 45 2 1 1 1 613 WAUGOO 45 2 1 1 1 614 WAUGOO 30 2 1 1 1 617 WAUGOO 45 2 1 1 1 620 WAUGOO 30 2 1 1 1 621 WAUGOO 45 2 1 1 1 624 WAUGOO 30 2 1 1 1 628 WAUGOO 30 2 1 1 1 1 629 WAUGOO 45 2 1 1 1 632 WAUGOO 30 2 1 1 1 633 WAUGOO 45 2 1 1 1 636 WAUGOO 30 2 1 1 1 637 WAUGOO 45 2 1 1 1 641 WAUGOO 45 2 1 1 1 642 WAUGOO 30 2 1 1 1 647 WAUGOO 45 2 1 1 1 648 WAUG00 30 2 1 1 1 WAUGOO AVE. TOTAL 1 2010 104 118 59 47 1 47 40 21 2 1 0 0 0 2050 125 120 60 47 1 47 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION DESCRIPTION ELEV. DESIGN DATE DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SANITARY LATERALS BID ITEM 3210 BID ITEM 3232 BID ITEM 3234 BID ITEM 3235 BID ITEM 3236 BID ITEM 3238 BID ITEM 3240 F&I 8"x6" 6" LATERAL 4"/6" LATERAL 4"/6" RISER MARKER CLAY TUNNEL UNDER WYE OR TEE (NEW) (RELAY) (RELAY) BALLS DAMS EX. RETAIN WALL EACH L.F. L.F. L.F. EACH EACH EACH 1 37 2 2 1 1 37 2 2 1 1 37 2 2 1 1 37 2 2 1 1 37 2 2 1 3 108 6 6 3 1 37 2 2 1 2 1 74 4 1 4 2 34 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 2 74 4 2 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 1 2 1 1 37 2 1 1 37 2 1 1 37 2 1 1 37 2 1 65 ill 2325 1 22 132 66 1 0 9 25 8 0 0 j 0 65 1 120 2350 30 132 66 1 1 WATER LATERAL BID ITEM 4036 BID ITEM 4037 BID ITEM 4042 BID ITEM 4048 BID ITEM 4050 BID ITEM 4055 BID ITEM 4084 WATER 1" WATER 1.25" WATER 1" NEW 1" CORP & 1.25" CORP & SERVICE TUNNEL UNDER SERVICE RELAY SERVICE RELAY WATER SERVICE STOP BOX STOP BOX CLAY DAMS EX. RETAIN WALL L.F. L.F. L.F. EACH EACH EACH EACH 46 46 1 1 2 46 1 1 46 1 1 46 1 1 46 1 1 46 1 1 22 1 1 47 1 1 45 1 1 29 1 1 29 1 1 100 2 2 29 1 1 45 1 1 1 45 1 1 87 3 3 45 1 1 45 1 1 45 1 1 29 1 1 1 1 29 1 1 29 1 1 45 45A1 1 29 1 1 45 1 1 29 1 1 45 1 1 29 1 1 45 1 1 45 1 1 29 1 1 45 1 1 29 1 1 29 1 1 45 1 1 45 1 1 29 1 1 45 1 1 45 1 1 46 1 1 28 1 1 46 1 1 1 28 1 1 28 1 1 46 1 1 28 1 1 46 1 1 28 1 1 46 1 1 46 1 1 28 1 1 46 1 1 28 1 1 46 1 1 28 1 1 28 1 1 46 1 1 28 1 1 46 1 1 2356 46 58 63 1 64 1 24 4 2 0 0 0 D 2380 50 60 63 1 1 1 64 1 1 PLAN REVISIONS DESCRIPTION DATE BY ISSUED FOR BID 10/17/2023 SCALE IN FEET: 0 zo 40 CITY CONTRACT 24-02 LATERAL ESTIMATED QUANTITIES SHEET 29 OF 32 3 v vi a� C: c 0 zi O N O N M \ 0 M N O N \ 0 M N O N 0 M N O N M O