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HomeMy WebLinkAbout24-07 Cherry St & Prospect AveEl LAKE BUTTE DES MORTS CITY CONTRACT 24-07 CHERRY STREET RECONSTRUCTION & PROSPECT AVENUE WATER MAIN CONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 CHERRY STREET, W. IRVING AVENUE TO STA. 4+00 6 CHERRY STREET, STA. 4+00 TO STA. 8+00 7 CHERRY STREET, STA. 8+00 TO STA. 12+00 8 CHERRY STREET, STA. 12+00 TO STA. 16+00 9 CHERRY STREET, STA. 16+00 TO STA. 21+00 10 CHERRY STREET, STA. 21+00 TO STA. 24+00 11 CHERRY STREET, STA. 24+00 TO W. NEW YORK AVENUE 12 PROSPECT AVENUE, ELMWOOD AVENUE TO STA. 50+00 13 PROSPECT AVENUE, STA. 50+00 TO CHERRY STREET UTILITIES 14 CHERRY STREET, W. IRVING AVENUE TO STA. 4+50 15 CHERRY STREET, STA. 4+50 TO STA. 8+50 16 CHERRY STREET, STA. 8+50 TO STA. 12+50 17 CHERRY STREET, STA. 12+50 TO STA. 16+50 18 CHERRY STREET, STA. 16+50 TO STA. 20+00 19 CHERRY STREET, STA. 20+00 TO STA. 24+50 20 CHERRY STREET, STA. 24+50 TO W. NEW YORK AVE. 21 PROSPECT AVNEUE, ELMWOOD AVE. TO STA. 45+00 22 PROSPECT AVNEUE, STA. 45+00 TO STA. 49+50 23 PROSPECT AVNEUE, STA. 49+50 TO CHERRY ST. 24 UTILITY TIE-IN SCOTT AVENUE, WOODLAND AVENUE 25 UTILITY TIE-IN PROSPECT AVENUE, VINE AVENUE 26 BRADLEY STREET, W. WAUKAU AVENUE TO STA. 72+65 ELECTRICAL 27 CHERRY STREET, W. IRVING AVENUE TO STA. 8+50 28 CHERRY STREET, STA. 8+50 TO STA. 16+50 29 CHERRY STREET, STA. 16+50 TO STA. 24+50 30 CHERRY STREET, STA. 24+50 TO W. NEW YORK AVENUE QUANTITIES 31 ELECTRICAL ESTIMATED QUANTITY SHEET 32 PAVING ESTIMATED QUANTITY SHEET 33A-B STORM ESTIMATED QUANTITY SHEET 34 SANITARY ESTIMATED QUANTITY SHEET 35A-B WATER ESTIMATED QUANTITY SHEET 36 LATERAL ESTIMATED QUANTITY SHEET ISSUED FOR BID 01/16/2024 EW'.Y'OR N O N L0 milli W-m -M W.. STREETS TO BE PAVED/UTILITY WORK <<<G DESIGNATED HAUL ROUTES DESIGNATED TRUCK ROUTES O PROJECT AREA QQQ- HAUL ROUTE ONLY TO BE USED FOR WORK ON PROSPECT AVENUE DESIGNATED HAUL ROUTES CITY CONTRACT 24-07 OSHKOSH, WISCONSIN CP 3 ai O) s (n E U) N O N 1-1 Un d TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION REVISIONS CITY OF OSHKOSH, WI NOT TO SCALE 4" CONCRETE SIDEWALK "E"RIGHT OF WAY 4"CONCRETE SIDEWALK, PAVEMENT SUMMARY - CONTRACT 24-07 6" THRU DRIVEWAY VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES 6" THRU DRIVEWAY PAVEMENT NOTES "B" C1L "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 = 2.0% MIN. 1.5% BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE ,J4.0% MAX. 6" -�- I 6" CONSTRUCTION OR HINGE JOINT AT C/L WITH %2' X 30" DEFORMED BARS THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET CONSTRUCTION IF CONFLICTS EXIST. .; i l 4 1 "S./ ..'S "1',. ti: :'S S"S' •'5..'. "r..., ..-. q q.4 y..54'S: �A 5.1'•�-',y. S 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALKAND FORTURF RESTORATION WORK BACKFILL, TOP SOIL, FERTILIZE SEED & MULCH BACKFILL, TOP SOIL, WHERE DISTURBED (VARIES) 2.0' I �- L �I 2.0' FERT L ZE SEED & mtjt C 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT I WHERE DISTURBED (VARIES) SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C" CONCRETE PAVEMENT "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH WITH INTEGRAL CURB BA61= UOUH6L FERTILIZE, SEED & MULCH 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. BENCHMARK INFORMATION 6. THE ENGINEER GRADES R IN THE FIELD, AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY TYPICAL HATCHING PATTERNS AND-BENCHMARKINFORMATIONFORUTILITYWORKONLY. 7. TRANSVERSE JOINTS SHALL BESAWED AT14'(MAX.)-&(MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, DESIGNATION SYMBOLS SHOWN ON SHEETS NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADINGlPAVING WORK 15(�) SPECIFIED OTHERWISE BYTHE ENGINEER. FOR 8" PAVEMENT TRANSVERSE JOINTS SHALL BESAWED AT AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT AREAS INDICATING GRAVEL SHOULDER OR DRIVEWAY City Contract 24-07 Benchmarks List 12/21/2023 Number Station Street Alignment Description Elevation 1 1+03 CHERRY HYDRANT TAGBOLT @ NE CORNER OF CHERRY & IRVING 771.57 2 3+48 CHERRY PK NAIL ON POWER POLE @ ACROSS FROM 720 CHERRY ST. 768.82 3 6+58 CHERRY HYDRANT TAGBOLT @ SW CORNER OF CHERRY & LINCOLN 768.81 4 10+09 CHERRY PK NAIL ON POWER POLE @ 827 CHERRY ST. 766.25 5 14+10 CHERRY HYDRANT TAGBOLT @ NW CORNER OF CHERRY & SCOTT 768.05 6 16+98 CHERRY HYDRANT TAGBOLT @ 926 CHERRY ST. 767.63 7 20+68 CHERRY HYDRANT ARROW @ NE CORNER OF CHERRY & PROSPECT 769.13 8 22+90 CHERRY HYDRANT TAGBOLT @ NW CORNER OF CHERRY & VINE 770.15 9 25+62 CHERRY PK NAIL ON LIGHT POLE @ 1153 CHERRY ST. 768.84 10 40+71 PROSPECT HYDRANT TAGBOLT @ NE CORNER OF PROSPECT & ELMWOOD 769.13 11 44+68 PROSPECT PK NAIL ON POWER POLE @ 823 PROSPECT AVE. 767.69 12 48+00 PROSPECT HYDRANT TAGBOLT @ 756 PROSPECT AVE. 768.32' 13 50+14 PROSPECT PK NAIL ON POWER POLE @ 1153 CHERRY ST. 768.02 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 9. INLET CASTING TO BE WELLED %4" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11, (3)-20' LENGTHS OF #4 REINFORCING RODS REQUIRED OVER UTILITY TRENCHES. (TYP) (2)-#4 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 RAGE -DIR. PUBLIC WORKS PUBLIC WORKS DEPT. JUSTIN GIERACH- DIVISION MANAGER 920-236-5065 ENGINEERING DIVISION OSHKOSH,WI CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920.232-5332 WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. PARKS DEPARTMENT OSHKOSH, WI TRAVIS DERKS -CITY FORESTER 920.232-5314 FORESTRY DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH PAVEMENT SCHEDULE FOR CONTRACT 24-07 TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION NET C/L "A" "B" "C" "D" "E" CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS 920-232-5342 LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS TRANSPORTATION DEPT. OSHKOSH, VVI TRANSPORTATION DIRECTOR (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SPECTRUM 3520 DESTINATION DR. APPLETON, VVI MARTY CALLEN 920.378-0369 CHERRY STREET 544.8' 32' 8' 7" CONCRETE 5" 60' UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALKIDRIVEWAY (W. IRVING AVE. TO W. LINCOLN AVE.) APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN- SENIOR SERVICE 920-617-2778 SERVICE CORP. OSHKOSH, N MANAGER WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-0OOJ150-7280 CHERRY STREET 1,939.5' 32' 8' 7" CONCRETE 5" 69 UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1-800-450-7240 (W. LINCOLN AVE. TO W NEW YORK AVE.) APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. WISCONSIN & 1890 E. JOHNSON ST. SOUTHERN RR CO. MADISON, WI BEN MEIGHAN 608-243-9129 UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY 801 O'KEEFE ROAD PROSPECT AVENUE 626.7' NIA N/A 7" CONCRETE 5" 30' APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. TRANS CANADA DE PERE, WI MATT ERNST 926-338-6573 A LLIANT ENERGY - WPL _ _ 1-800.758-1576 EMERGENCY 1-800-2554268 NON -EMERGENCY AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 FOND OU LAC, WI ENGINEER WINDSTREAM 13935 BISHOPS DR. BROOKFIELD, WI 53005 JAMES KOSTUCH 262-792-7938 TDS 229 E GREEN BAY ST. BONDUEL, WI 54107 TIM SMITH 920-560-5563 UW-0FACILITIES 650 WITZEL AVE. JOANN RIFE 920424-2438 MANAGEMENT OSHKOSH, WI 54903 7:30-4:30 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ppVEMENT SUMMARY N0. STATION DESCRIPTION ELEV. DESIGN DATE _ DECEMBER 2023 ISSUED FOR BID 1/1612024 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 24-07 SHEET 3 OF 36 m 3 s v7 N 0 Lo m N� 0 J 0 0 c 0 GENERAL NOTES FOR CONTRACT 24-07 FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL FORMULA FOR ALL STORM MANHOLE RISERS INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF THE INLET AND STORM SEWER. OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET FOR ALL STORM INLETS & INLET MANHOLES CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP TO CITY GARAGE. DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 1' VALVE TOP BOX SECTION SHALL BESET OVERALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW 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. O= ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D, LATERAL SHALL BE INSTALLED IN OPEN TRENCH TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS 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., UNLESS OTHERWISE NOTED. SBI = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND O 5' TO 10' FROM STANDARD LIGHT DUTY 8" UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK, THE CONNECT TO EXISTING SERVICE (TYP.) BACK OF WALK (NYLOPLAST s 0899CGSF)* 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 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 O STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. SEWER CITY OF OSHKOSH, WISCONSIN REVISIONS 6" PVC STORM SEWER LATERAL MAIN UTILITY SUMMARY - CONTRACT 24-07 *=ORAPPROVED EQUAL BENCH MARKS - USGS NAVD 68 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY UTILITY SUMMARY N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° 20 40 CITY CONTRACT 24-07 SHEET 4 OF 36 }^ {! FLETCHER RESIDENTIAL HALL C H E RRY STREET UW �--0-�- I PARKING LOT SAWCUT PAVING NOTES THROUGH ! I DISTANCE FROM P.P. TO REQ'D (TYP.) 30" CURB AND UW-O CAMPUS LIMITS: w ✓: - I SAWCUT REQ'D (TYP.) I_ 712 REMOVEGUTTER (TYP.) B.O.C.(TYP.) („; i EX. R.O.W.ASPAHLT CURB 12" CURB HEAD (TYP.) APPROX. TURF COST INCIDENTAL TO i' REQ'D ALONG W PROP.4"ASP. RESTORATION LIMITS ASP. PAVING ALL CONCRETE SIDEWALK 3"CURB REQ'D - SURFACE LTW/6" (TYP,) RADIUS (TYP.) C.A.B.C. (TYP.) SHALL BE 6" THICKNESS. ALONG RADIUS s > _ 9 769.80 '9d+00.79 i Aco r �ti _�� r� r�� A>? ALL CONCRETE SIDEWALK s s 15'R i I� t \- SHALL BE6'WIDE.------- fllti� �s9' - 4'' I 89 769.23 768.69 -'-► 768.10 767.77 X, �;•T 767.44 767.28 76.20 767.05 BEGIN CONC. E, '. PA -► • ® I ®® ® PAV'T STA 1+04.30 GB GS +25.00 4+00 0+00 2+00 3+00 Bi n . . ..................-- -- --....... _ f ,.-(--- 769.81\ 769.5_5 769.01 0 768.42 768.09 767.76 767.60 767.52 767.37 769.41 EXL AS" m PROP. 7" GONG, PAV'T PROP. 30"CURB AND _ W/5" C.A.B.C. REQ'D GUTTER (7") REQ'D (TYP )'-':. FIA / I r 769.23 768.69 _� 768.10 767.77 (BID ITEM#1301) 767.44 767.28 767.20--� 767.05 o....____ (..._ A'9 769.75'® - i-_-� 15' R 2X5' D.W.F. REQ'D 7B, 76963(TYP) �' iN PROP. 4" ASP. '7N RAMP REMOVETREE "' I - - -'------- TRANSITION ) I(I.D.) (TYP.)PROP. 6"CONC.T LTW/10"1�ai t----, DWYAPRON ITEM #1911) I t� SW CREQ'D (TYP.)SW TIE BARS EX. SHRUBS TO BE X. PROPERTY IRON (TYP.) REQ'D (TYP.) Ij ® PROP. 4" CONC. REQ'D (TYP.) SAWCUT f SIDEWALK TIE-IN PRESERVED TO GREATEST REQ'D (TYP.) EXTENT POSSIBLE. ! SW TIE BARS REQ'D (TYP.) I - - I ADDITIONAL MULCH MAY BE REMOVE EXISTING SIDEWALK r' REQ'D (TYPJ PROP. 6" H.E.S. CONC. 720 REQ'D. COST SHALL BE DWY TIE-IN REQ'D REPLACE WITH 4" CONCRETE INCLUDED IN TURF SIDEWALK (6" THRU DRIVEWAYS) (TYP.) RESTORATION BID ITEM _ - - - _ _ _ _ _ _ _ _ _ - _ - _ SW TIE SARSREQ'D� - - -`- i� © (TYP.) I 772 771 770 769 768 767 0 0 EX, WEST B.O.W. PROFILE + o II m PROP. WEST T.O.C. PROFILE t� o N W i -. J M N -._..-......_..__. ..-..-..-.._.._. PROP. WEST FL PROFILE II ^ -.._.._..-..._.. ._ __-_ ------------- M N o ! -0.309% ..____.___-..___._ ........................._..._- __ i_ .. I ___..___._.._......__......__......._._..__._. � __._.._....._...._........._.___.._..----.........._...._..-._._..-_._.._-_____.--....._..._...__..._..._...-__ J..._......._.___.._._-_._._- V 00 0+50 1+00 1+50 2+00 2+SU 3+00 s+Su 4+ 0 yy N i -------.......... .__ 11 rn U N PROP. CL PROFILE EX. CL PROFILEIL o a� -0.656 %-' - 0+00 770 769 768 767 766 0+50 1+00 1+50 2+00 2+5u 3+00 s+Su 0 0 769 768 767 7cc 772 771 770 769 768 767 4+00 0 EX. EAST B.O.W. PROFILE N m PROP. EAST T.O.C. PROFILE i o � w a I-° P. EAST FL PROFILE PRO-------------I- - - - _.-_ _. _. -___-__._ 4.....11.......____.._..___....._.._- ................. -- -- - -.•-._ 3" CURB HEAD n n REQ'D AT FOR TO o -0.309% MATCH EXISTING `- n - .....- ------------....-- (W IRVING) ° -I LL 770 769 768 767 766 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY C/O+NCRE�T/E PAVING CHERRY STREET CHERRY R E STREET W. IRVING AVENUE TO STA. 4+00 N0. STATION DESCRIPTION DESCRIPTION ELEVSTATION DESIGN DATE��DECEMBER 2023 FOR BID ISSUED FOR BID 1/1612024 1/16/2024 DESIGN ENGINEER DESIGN ENGINEER BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 24-07 SHEET 5 OF 36 uW_0 NJ THROUGH CHERRY STREET STEWART RESIDENTIAL HALL 0 PAVING NOTES Z UW-O CAMPUS LIMITS: PROP. 6"CONC. 123 F1 Ir 7 UJ ALL CONCRETE SIDEWALK REMOVE 30"CURB AND GUTTER Typ') SW TIE BARS SIDEWALK TIE-IN REQ'D (TYP') DISTANCE FROM P.P. TO , B.O.C.(TYP.) i L - SAW�cu T REQ'D (TYP.) > SHALL BE 6" THICKNESS. ASP HILT CURB REQ'D REQ'D (TYP.) 1" DOWEL BARS L_J REQ'D (TYP.) j COST IN IDENTAL TO ASP. PAVING EX. R.O.W. (TYP.) ALL CONCRETE SIDEWALK 4 FULL DEPTH SAWCUT REQ'D SHALL BE 6' WIDE. I (TYP') LA EX. INLET f .'-767.05 766.89 75E74 766.58 766.43 766.23 765.97 765.64--/ x. ASP PAVII Ill- 766. �49,05 36 766.18 76 +34.93 GB 4+ 0 ur 5 0 GB 6 +0 0 .34 8+00-'� E;-M 767.21 767.06 766.90 , 766.75 76638 766.28 96--';' PROP. 7' CONC, PAVq 766.42 766.38 W15* C.A.B.C. REQ'D 0 1 766.19 /-767.05 766.89 766.74 766.58 (BID ITEM #1301) 766.43 766.28 766.39 766.03 f .37 765.64-\ PAVEMENTTES EX. INLET . ........ RE O'D ( P.) V ......... . .. 'T C N P 7"H.E.S. ASCON w/ W/5"C . B NO I GRADIN (BID ITEM TIE BARS ASF UJ 0 REQ'D (TYP.) EX. PROPERTY IRON (TYP.) EX. COMMUNICATIONS F-150-] jr MANHOLE M 14- L..- L PROP. 6"CONC. REMOVE EXISTING SIDEWALK DWY APRON REQ'D (TYP.) SAWCUT REQ'D (TYP.) REPLACE WITH 4" CONCRETE SIDEWALK (6- THRIL E= APPROX. TURF PROP. 6"H.E.S. CONIC. PROP. 4"ASP.. SW CURB RESTORATION LIMITS DWY TIE-IN REQ'D I "ALL SURFACE LT W/ 6" REQ'D (TYP.) (TYP.) (TYP-) C.A.B.C. (TYP) I---------------------- 7_T_T 1 - - - - - - - - - - 7 770 769 768 767 766 765 770 - ----- EX. WEST B.O.W. PROFILE 769 PROP. WEST FL PROFILE PROP. WEST T.O.C. PROFILE lot '6 < ............ . . ......... .. ... .......... -.4-- ........... 768 ----- ------ ---------------------- 767 -0.408% 766 ... . .......... . . ....... . 765 00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 770 769 768 767 766 765 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 770 769 768 767 766 765 0 EX CIL PROFILE c:5 0 q w wv PROP. CL PROFILE it it it 1- -- ---- --- ----- ------ .. ....... ..... ........ ..... . m. -------------- 0 -77 -"94`34_ --....._..................._......_---.....__..__._.__-..._---. _...__............___..__..__.._.__.._...__....._........._.._.._....____...__._.__.......____..___._....__..._.....___........_........._._...__.._......_.-_........._._......_._.__......._...f 0645% ........... ............. . . . . . . ...... ­..________: ------------_-- ------- PROP. EAST W.G. PROFILE oo q EX. EAST B.O.W. PROFILE PROFILFLPROP. EAST F ......... ... zm 1/0 769 768 767 766 765 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER2023 ISSUED FOR BID 1116/2024 CHERRY STREET DESIGN ENGINEER DESIGN ENGINEER 13AM STA. 4+00 TO STA. 8+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 4 SCALE IN FEET: ! - CITY CONTRACT 24-07 SHEET 6 OF 36 PROP. DWY"A R& i i CHERRY STREET 845A REQ'D(TYP.) REMOVEAND I 845 I I REPLACE EX. DISTANCE EX. COMMUNICATIONS PROP. 6" GRAVEL DWY I CONIC. STEP (TYP.) I I EX. R.O.W. I MANHOLE (TYP.) I SAWCUT REQ'D (TYP.) I REQ'D (TYP.) FROM P.P. TO (�,P ) ' EX. PAVERS TO ' B.O.C.(TYP.) I REMAIN I REMOVE 30" CURB AND 841 I P.P. 811 I 817 I I GUTTER (TYP.) IN APRON I I I 823 I 827A 813 I ti } ; •� I! I 821 Y I i 827 3 I 835 I - - • ; .. °. ° .,�tx- .: Lr` >, I -STEP , t 3.9' 7 4.4' .__., ..--- e� J� 4.4'<'�.i ._I • 1 e� 765.64 -► 765.27 764.90 764.64 764.38 764.25 764.33 ®�-- 764.49 764.65 764.75 764.84 EX. s S F i GB G6 3 u LP GB 8+00 9F00 a��- - 10+00 +25.00 11 00 +80.0012+00- X....._ .____ _.-._. - n - av vE ��- 3E 765.96 765.59 765.22 764.96 764.70 764.57 764.65 764.61 764.97 76507765.15 PROP. 7 CONC, PAVT W/5" C.A.B.C. REQ'D O 765.64 _� 765.27 764.90 764.64 (BID ITEM #1303) 764.38 764.25 764.33 f- 764.49 764.65 764.75 764.84- -........_......__._......_...._ -- i` - l > M 814A .I 820 l 822 I I 'I I�1 I I 838 810 SW CURB 814I j I I REQ'D (TYP.) 1 EX. PROPERTY IRON (TYP.) I I 826A I PROP. 4" CONC. ' APPROX. TURF PROP. 6" H.E.S. CONC. ' SIDEWALK TIE-IN ! PROP. 4" ASP. I I 826 I RESTORATION LIMITS DWY TIE-IN REQ'D ( REQ'D (TYP.) SURFACE LT W/ 6" I (TYP.) (TYP.) C.A.B.C. (TYP.) ! ' ! REMOVE EXISTING SIDEWALK 846 REPLACE WITH 4" CONCRETE 832 I EX. COMMUNICATIONS I I I SIDEWALK (6" THRU DRIVEWAYS) ! MANHOLE IN APRON ! a 768 767 766 765 764 o � I ! 1 N ¢ n rn tJi - - - -- + m - -- - --- - --- n ¢ m EX. WEST B.O.W. PROFILE _1_. -------__ --_.. h ---- --- ....--- " o _- H ^ - - ......__ - ._. PROP. WEST FL PROFILE_._...--- O tV PROP. WEST T.O.C. PROFILE -03 J i ! -0.520 % i 0. 23 8+00 B+50 9+00 770 769 768 767 766 765 764 8+00 8+50 9+00 0 768 767 766 765 764 9+50 10+00 10+50 11+00 11+50 768 767 766 765 764 12+00 770 769 768 767 766 765 764 12+00 o + u LL EX. EAST B.O.W. PROFILE o ! ! w n _......._..---..._........___----_.....-------__....._..._......._-----...._. _--._..__.i.._._..._-_._-_._____.__-.....__.__..__._.............. .._..........__...__....___u'_ _ PROP. EAST T.O.C. PROFILE ............._- ¢ ° PROP. EAST FL PROFILE Ile N 140 J.. ..1..�. v ! -0.520 % 0. 23 I 9+50 10+00 10+50 11+00 11+50 768 767 766 765 764 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAV 1 NG CHERRY STREET STA. 8+00 TO STA. 12+00 N0. STATION DESCRIPTION ELEV. . DESIGN DATE _.._ _._ DECEMBER 2023 ISSUED FOR BID 1116/2024 2 DESIGN ENGINEER DESIGN ENGINEER SAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 4o SCALE IN FEET: 9 CITY CONTRACT 24-07 SHEET 7 OF 36 768 768 767 766 765 764 CHERRY STREET • O W 851A PROP. 4"CONC. SIDEWALK 851 PRO 6" GRAVEL DWY 861 TIE-IN REQ'D REQ'D (TYP.) j i, (TYP.)P. Ia 857A I - 301. EX. COMMUNICATIONS _ I 857 MANHOLE (TYP.) 1 co, I ON :, ON :;iJ:^. +54.19 j 6y6 6�ys. \ _ .. - .. -.. ... ..._ -_ __ 15' R - ': '� 36' F-F s TxF ---+ iEr ;:TEF'" ... .. .. 7 1.. j + 6602 .t �.. HP '• �� • NI �-764.84 �- 765.08 E.x, ..� 765.31 -�-,thy 7E6O5R 5 765.79 P.P. ® cL ® ® 12+00 IN APRON GB +50.15 HP ® +88.06 "-765.15 765.34 PROP. 7" CONC, PAV'T 765.54 765.73 765:95 W/5" CA.B.C. REQ'D Q I O 7-764.84 765.08 (BID ITEM #1301) 765.31 765.55_,_ it , o 6. - (3:r�;YEI i,.1'd 0.i TO r Icil ,-. C.:., ! s II I I 854 I - n- ...... - +65.24 j; 15'R $ PROP. 6" CONC. I 860 1n E I- i ._...I 850 DWY APRON ., ; REQ'D (TYP.) ; EX. COMMUNICATIONS Ea. ;15? P%+`i'' MANHOLE IN DRIVEWAY PROP. 6" H.E.S. CONC. 12" CURB HEAD REQ'D I ALONG RADIUS (TYP.) I14" DWY TIE-IN REQ'D i 765.71 REMOVE, SALVAGE, AND RE -SET BRICKS. SW TIE BARS-F Iss29 16y^ COST SHALL BE INCLUDED WITH TURF L- REQ'D (TYP.) I RESTORATION BID ITEM (#1370) - - - - - - - - ---- PROP. 4" ASP. TRANSITION LT W/10" I I I I C.A.B.C. (BID ITEM #1911) (TYP.) i , REMOVE AND SAWCUT REQ'D (TYP.) REPLACE EX. I ! CONC. STEP (TYP.) SAWCUT REQ'D (TYP.) 2'X5' D.W.F. REQ'D (TYP.) i i DISTANCE APPROX. TURF EX. COMMUNICATIONS FROM P.P. TO RESTORATION MANHOLE IN RAMP B.O.C.(TYP.) LIMITS (TYP.) ; 915A 905A 909 O 905 913 915 +20.26 .. _ .__ .. .. . _ ._ IfEl " 4 - -765.68 765.60 765.45 --► 765.30 765.15-1 FOR % IT +24.52 GB 16+00 u- 15t00 ac 1 765.89 765.85 765.77 765.62 765.47J HP 765.68 765.60 765.45 -► 765.30 765.15-\ P _ 3 CTip4'; l:;pill iGR4bC +21.27 � 902 7 908 SW CURB REQ'D (TYP.) REMOVE 30" CURB AND I EX. PROPERTY IRON (TYP.) 3" CURB REQ'D GUTTER (TYP.) ! EX. SIDEWALK CURB O BETWEEN REMOVE EXISTING SIDEWALK TO BE REPLACED 914 REPLACE WITH 4" CONCRETE ; PROP. 30" CURB AND SIDEWALK (6" THRU DRIVEWAYS) GUTTER (7") REQ'D (TYP.) ADJ. MH. (TYP.) ----- -- -- -- - -------E o WN 0 rn ro ° cP i PROP. WEST T.O.C. PROFILE EX. WEST B O W PROFILE o..� U. PROP. WEST FL PROFILEIll u N - LL 0.305 % -0.304% I ! 0A70% -0.306 i i 12+00 770 769 768 767 766 765 764 12+00 768 767 766 765 764 12+50 12+50 13+00 13+00 13+50 13+50 14+00 14+00 14+50 14+50 15+00 15+00 15+50 15+50 768 767 766 765 764 16+00 770 769 768 767 766 765 764 16+00 o 0 0 N M ~ p 7 ui PROP. EAST T.O.C. PROFILE EX. EAST 8 O W68 PROFILE h J K !! PROP. EAST FL PROFILE u - 4.LL - - - - 767 -- -N y. _ ti � -----.._s- - 1-�,-------' _- �---- 766 0.470% 0.304% 765 764 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/1612024 CHERRY STREET DESIGN ENGINEER I DESIGN ENGINEER BAM STA. 12+00 TO STA. 16+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: CITY CONTRACT 24-07 SHEET 8 OF 36 768 767 766 765 "I 9 --] F 0 Z 23A F.21 765.52 F9-19-A I EX. COMMUNICATIONS F MANHOLE 1111,1 I SAWCUT REQ'D P.) "AIN 4. -73.25 24'F-F 16R ��T E ST Ef "-765.15 764.99 764.93 764L FOR /-16+00 69.77 17 ±00 L765.47 765.31 765,25 76F16 /-765.15 0- 764.99 764.93 764.84 0 .. . ....... . ... . . . ......... EX. COMMUNICATIONS MANHOLE IN DRIVEWAY REMOVE EXISTING SIDEWALK REMOVE AND REPLACE WITH 4" CONCRETE REPLACE EX. SIDEWALK (6- THRU DRIVEWAYS) CONC. STEP (TYP.) DISTANCE FROM P.P. TO B.O.C+(TYP.) SAWCUT REQ'D (TYP.) CHERRY X, PROP 4"ASP.TRAN'SITIONLT STREET '- "' PROP 7� CON PAV'T H.E.S. C. W/10'.C.A.B.C. (BID ITEM #1911) W/ 5" C.A.B.C. REQ'D (TYP.) -61-5A] REMOVE TREE (BID ITEM #1303) PROP 30"CURB AND GUTTER (7 REQ'D (TYP.) ') SW TIE BARS PROP 6"CONC. Fl Flon (I.D.) (TYP.) 0 Lu FULL DEPTH SAWCUT REQ'D (TYP.) REQ'DIT Y REQ'D (TYP-) DWY APRON Pp Lu REQ'D (TYP.) REQ'D (-I.) I-N APRON IN APRON EX. COMMUNICATIONS MANHOLE IN DRIVEWAY 0, CL ..766.24.- F, 00-1-1 1005 Eoi-ll El X R.O.W.107 P.P. INAP F 1-o-lE 107A a: TYP) Lp, 651 4. 1103 2 5' D.W.F.W-­� 2'X5' EXPANSION JOINT REQ'D (TYP.) REQ'D P) G �"Av-- REQ'D (TYP.) 28'F-F 1,14.53 4Z--27.26- 'Y"N ("RINVELL +2 2 r Of q n 01 �n C01 N rll�M +56.46 'EA - r 7 i R ,iVR -[I M -ri. 16 R - STE.p - 6jFEP =112"Cl kAL ............ . . -76 7644.85 765.04 765.23 765.42 -4- 711 7P! 7 -j6r go 755.99 766.10 766.27 P.P. GB L EOR (D TD (D FOR UP IN RAMP FOR + 5Z +17.13 (D + 7.26 18too - x- -- 19too +56i46 k x too GB 21+00--\ - .17 765.36 765.08 765 PROP. 7- CONC 76 . 5.55 -7 b 76514-- 765.96 766.07 766.15 766.29 766.42 766.59::� ,PAV'T W/5"CA.B.C. REQ'D 0 0 FOR L 0 +06.39 FOR (BID ITEM #1301) 764.76 764.85 765.04 765.23 765.42 765.64 765.75 76583 +.A. +77A9 766.10 766.27 oar...... -.0 . ....... 38'F-F . ..... . +09.39 +77.81 766,07 C� 15' R 16'R �CON Ai? Gf, ;A.Vv-L 0 59' i 4"CURB REQ'D 1, 11016 n L F-98-8 I EX. PROPERTY IRON (TYP.) Fl 998 . . i ioi8I PROP4'CONC--- . I . PROP. 6"GRAVEL DWY P.26] S CURB SIDEWALK TIE-IN RED P.) REQ'D ITYP.) PROP. 4" ASP. 1008 REO'D (TYP.)F SURFACE LT W/,- F 1-014] 12"CURB HEAD REQ'D L C.A.B.C. (TYP.) REMOVE 30"CUR AND GUTTER P.) ALONG RADIUS (TYP.) 3"CURB REQ'D 76.30 1 APPROX. TURF SAWCUT REQ'D (TYP') BETWEENI.0 ui RESTORATION LIMITS RAMPS (TYP.) (TYP.) 4" CURB .......... ...... . ... .... . ........ REQ'D @EOR .......... 4" CURB ^ @EOR EX. WESTB.O.W. PROFILE PROP. WEST T.O.C. PROFILE ---- -------- CC PROP. WEST FL PROFILE w REQ'D " ODLAND) ......... ... 0 ...... ....... 0.493 0.333 ?% 0.383% 4" CURB REQ'D 4" CURB REQ'D @EOR (CHERRY) @EOR (CHERRY) 16+00 16+50 17+00 770 769 768 767 766 765 764 16+00 768 767 766 765 764 16+00 CITY OF OSHKOSH, WISCONSIN 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 17+50 18+00 18+50 19+00 19+50 20+00 768 767 766 765 764 20+50 21+00 20+50 co EX. EAST B.O.W. PROFILE PROP. EAST T.O.C. PROFILE 0 I W PROP. EAST FL PROFILE w < ....... -6.381% .......... % 16+50 17+00 17+50 PLAN DESIGN INFORMATION DESIGN DATE DECEMBER 2023 DESIGN ENGINEER DESIGN ENGINEER BAM JAMES RABE, DIRECTOR OF PUBLIC WORKS 770 769 768 767 766 765 764 21+00 768 767 766 765 764 18+00 18+50 19+00 19+50 20+00 20+50 21+00 - PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING ISSUED FOR BID 1/16/2024 CHERRY STREET STA. 16+00 TO STA. 21 +00 20 40 SCALE IN FEET: CITY CONTRACT 24-07 SHEET 9 OF 36 768 767 766 765 764 00 770 769 768 767 766 765 764 770 769 768 767 766 770 769 768 767 766 EXPANSIO N JOIN CHERRY STREET OF. " 'j PAVT H.E.S. W/ 5' P1.1.1."REO�D BID ITEM #1303) REQ'D SAWCUT REQ'D (TYP.) I _- rII133 1139 9 SAWCUT REQ'D (TYP.) PROP 6" H.E.S. - REMOVE REPLACE EX. CONC. STEP (TYP.) 12"CURB HEAD REQ'D FULL DEPTH SAW CUT z I CONC. DWY TIE-IN AL ALONG RADIUS (TYP.) REQ'D, uj REQ'D (TYP.) R DISTANCE FROM P P TO B.O.C.('T*YP.) 3 CURB REQ'D SW TIE BARS uj EX. R.O.W. BETWEEN RAMPS (TYP.) REQ'D (TYP.) APPROX. I TYP.) F1 117A r11171 2'X5D.W.F. REQ'D TURF > RESTORATION Fill, 19 .7 (TYP.) SW CURB LIMITS (TYP.) C �N REQ'D (TYP.) +35.96 +97.98 F-F u." c- 767.47 ........................ . . . . . ....... ................... . ..... . �-766.27 766.66 767.04 76T 767.41 -76 767.27 51� 767.04- T� E,<. A5P P A V­: FOR CL +67.00(D 0 H E ®(DCONTINUE 12"CURB +00.260 HEAD TO RAMP OPENING 24+00- /-21+00 L�L 22O0 J + 23+0 '::766 59 b 766.98 767.36 - ---- 76 , 7 - .62 7.83---- --767.59 767.36- PROP. 7' CONC, PAV'T W/5"CA,B.C. REQ'D 0 r766.27 766.66 (BID ITEM #1301) 767.04 767.30 767.41 767.51 767.27 767.04- - - -- ----------------- 2 4 -) Asp N COIN i ASP i I 1114#4 118A ii 8A 1108 1114#3 1114#2 1118 L1124j EX. PROP. 6' GRAVEL DWY REQ'D (TYP.) F1 Q4] 1114#1 PROP. 8"CONC. COMMUNICATIONS MANHOLE (TYP.) EXISTING I LANDSCAPING TO PROP. 4' CONC. DWY APRON BE PRESERVED I SIDEWALKTIE-IN REQ'D (TYP.) I EX. PROPERTY IRON (TYP-) F1 130] REQ'D (TYP.) PROP. 4"ASP. REMOVE EXISTING SIDEWALK REMOVE 30"CURB AND SURFACE LT W1 6' REPLACE WITH 4"CONCRETE GUTTER (TYP.) C.A.B,C. (TYP.) SIDEWALK (6- THRU DRIVEWAYS) I EX. WEST B.O.W. PROFILE . . . ... . ..... .......... 4 PROP WEST FL PROFILE - 00 21+50 22+00 22+50 23+00 23+50 24 EX. CL PROFILE 'N I � j PROP. CL PROFILE 00 21+50 22+00 22+50 23+00 23+50 24 769 768 767 766 770 769 768 767 766 cli T 768 770 770 Y ?6 N PROP. EAST T.O.C. PROFILE n PROP. EAST FL PROFILE 767 766 769 768 EX. EAST B.O.W. PROFILE < 769 768 ------ 0.318% -0.474% 765 767 . ...... 0-76414 767 764 766 766 21+50 22+00 22+50 23+00 23+50 24+00 -00 21+00 BENCH MARKS USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING CHERRY STREET STATION DESCRIPTION I ELEV. DESIGN DATE :F_=DECEMEBE_R 2023 ISSUED FOR BID 1/16/2024 hit DESIGN ENGINEER STA. 21 +00 TO STA. 24+00 DESIGN ENGINEER BAM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 24-07 SHEET 10 OF 36 - - - - - - - - - - - - - - - - - - - - - - - DISTANCE FROM P.P. TO + 1--,= h===­F­_ B.O.C.(TYP.) EX. FENCE TO BE REMOVED Row LINE PER CITY AND SALVAGED BEHIND CHERRY STREET PROP. 6' H.E.S. CONC. Lu DWY TIE-IN REQ'D ENGINEERS DISCRETION. PROP 4"ASP. (TYP.) PAID AS BID ITEM #1971. EX. PROPERTY IRON (TYP.) SURFACE LT W/ 6" EX, C0 N C. RA'v'T C.A.B.C. (TYP.) 1143 EX 1 �149 1153A OMMUNICATIONS EX LANDSCAPING TO C BE PRESERVED TO MANHOLE IN (TY P.) YP T (TYP X MMUNCATIONS_' MANHOLE IN 1 1153 1 GREATEST EXTENT DRIVEWAY [EX. COMMUNICATIONS ji EX R�� I POSSIBLE 11 SAWCUT REQ'D (TYP.) ul - - - - - - - - - - - - - - - - - EX. R.O.W. (TYP.) MANHOLE IN DRIVEWAY A S�' no T V ... . .... ..... . . . . . . . ..... .... ..... ..... ADJ. EX. INLET �224 1.25" DOWEL BARS \-767.04 766.80 766.60 79.40 765.97- 15"C-C REQ'D - - - - - - - - - - - EX, ASP, PA'VT 766.20 PROP. 7"CONC. PAV'T H.E.S. 765.90 (TYP.) -.1 W1 5"C.A.B.C. REQ'D (TYP.) GB +I'N'T*'AlPER - c24+00 .50.00 (BIDITEM#1303) BEG +7 41 25±00 26JO0 271t001 0 28t00 29t00 766.76 766.3� 766 _2 ------ �- MATCH INTO EX. 767.12 CONC, PAVT ----76-6.59 _13 j PROP. 7 EXPANSION JOINT >N W/ "C.A.B.C. REQ'D REQ'D 7� /-767.04 766.80 (BID ITEM #1301) 766.62 766.43 766.25 766.05, - I ------ FULL DEPTH - - - - - ----------- .................F ... .................. 6" (X'- Y6ADJEXIN LET uj - - - - - - - - - - colq REMOVE 30"CURB IE BARS F1 1441 EXISTING O� r1`14 1 SW T f 152 AND GUTTER (TYP.) REQ'D (TYP.) FENCE TO REMAINa i-i v PROP. 4"CONC. APPROX.TURF SIDEWALKTIE-IN REMOVETREE . ..... ...... RESTORATION LIMITS (I.D.) (TYP.) U. REQ'D (TYP.) SW TIE BARS - ----- SAWCUT REQ'D (TYP.) j REQ'D (TYP.) PROP. 6. CONC. REMOVE EXISTING SIDEWALK — - - - - - - - - - - - - - - - - --- DWY APRON REPLACE WITH 4" CONCRETE REQ'D (TYP.) SIDEWALK (6 THRU DRIVEWAYS) L 770 770 c; 0 0 1 1 + EX. WEST B.O.W. PROFILE 769 769 1 1 --- PRO WEST T.O.C. PROFILE + '6 ___. _ _ ___ __ ............... ........ . .... .... ......... . 768 768 -PROP. WEST FL PROFILE - -- '-4 - f� -- < 767 767 -0.401% --- - ------- 766 766 - — - ------- --- -- 765 765 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 770 0 770 EX. CL PROFILE ------- 769 769 c! PROP. CL PROFILE U) it 1- 768 - . ............. ........... . . .. ........... .. . .............. ............. . ... . . ... . ...... 768 -_----_----------Ia- - 767 767 ............. 766 766 765 765 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 770 8 770 c; + 769 EX. EAST B.O.W. PROFILE 769 + PROP, EAST T.O.C. PROFILE 768 w 4'-- . .......... . - - -------- -- - ------- ------ -- 768 --­----­--- PROP. EAST FL PROFILE 767 767 -0.365% 766 .... . . ...... 766 765 765 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STATION DESCRIPTION ELEV.DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 CONCRETE PAVING DESIGN ENGINEER CHERRY STREET DESIGN ENGINEER BAM STA. 24+00 TO W. NEW YORK AVENUE 20 4p CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 24-07 SHEET 11 OF 36 APPROX.TURF --T I I 1 83 .1 RESTORATION LIMITS F _LURI 'ITS YP) (TYP.) 8,32A -828 F-848 F.42� EKI F I � F122 A F, EX. COMMUNICATIONS v pt EX. PROPERTY IRON SW TIE BARS MANHOLE (TYP.) REQ'D (TYP.) T- 1 -7 ............ �u .22 ��765 .72 Dj REMOVE & REPLACE : I ! I "':- �I: ". % CE 7' CONC. (D (D aoLP 16 END CUR F . . N 'i 3 (BID ITEM 1308) PROP. 6" CONC PAV'T +40. 92 AV 43�00-� 1.� +28.3 .44t", DWY APRON I LL A- REQ'D (TYP.), lq5 FULL DEPI�H SAWCUT PAV ADJ. MH - EX. 7" ''T Ec 'LP ON N11 END CURVEi N (TYP-) +33.6 W/ 5" CABC REQ'D (TYP.) . ..... ....... . . +42 . 765.28 :114 . . ... ............ . ... .......... . . . ..... 9,q PROP. 4' ASP. 5. `T' CTF SURFACE LT W/6" I LP.P.IN [7w C.A.B.C. (1 IN C -YP.) T' DO EL TER`RACE� EX. R.O.W. P 'R A VE: DISTANCE FROM P.P. TO BARS REQ'D A ! 1 1, 0l(TYP.) DJ LET B.O.C.(TYP. (TYP-) i (TYP. IN TYP .29 1323 843A F -1 39 f783 F F --39-1 843 REMOVE AN REPLACE EX. PROP. WGRAVEL DWY 10 0\ TTIES" REQ'D (TYP.) CONC. STEP (TYP.) PAV' NOTE: 125" DOWEL 1� N Q, BARS REQ'D E D (TYP.) .34, 1 -7' EX S16 4" CONCRETE SIDEWALK ,JOINT 6" THRU DRIVEWAYS. (TYP) "',0-`REQ' 3-10' (20' MAX) LENGTHS OF #4 REINFORCING "�'WEM\OVE & REPLACE 8" CONC. RODS OVER UTILITY TRENCHES. (TYP) PAV'T. (BID ITEM # 1318) SINGLE PIECE PVC SLEEVES IN ALL NEW VALVE BOXES SHALL BE REMOVED BY CONTRACTOR PRIOR TO PAVING OPERATIONS BEGINNING 12" CURB HEAD EX. A�&T �A 3, REQ'D. ALONG RADIUS M H -"\� ALL VALVE BOXES SHALL BE PROTECTED FROM (TYP.) FALLING DEBRIS USING FABRIC WITHIN VALVE BOX AND REMOVED ONCE PAVING IS COMPLETE A' II PROP. 4" CONC. PROSPECT "ENUE SIDEWALK TIE-IN REQ'D (TYP.) F-76 -E�j . 716 r7621 1 -752 711 7117 808 F F ru F RF F-756 F F i - --%' I I RESTORATION LIMITS 7� �;F. PROP. 6" GRAVEL DWY ADJ. INLET (TYP.) EX. COMMUNICATIONS I EX REQ'D EX. COMMUNICATIONS COMMUNICATIONS (TYP.) SW TIE BARS TYP.) MANHOLE IN SIDEWALK TIE BARS MANHOLE (TYP.) MANHOLE IN SIDEWALK REQ'D (TYP..) D (TYr)�' Qi I ............ ........... . ............. (F, J, REMOVE &REPLACE 7"CONC., HP' LP i' , " t ; , i AV'T. (BID ITEM # 1308) -02.06 +�7.23 �P 50+0 47+d 00 46tOO 0 PAI'T TIES EX. PAV'T 7 FULL DEPYH ADJ MH- W/ 5- CABC REQ'D (TYP.) BA REQ'D aR) I -------- - ----- ............... . .. — T _k _WC (T'YP.) . ... . ... 44 ........... . ..... ..... . ... . . . ......... 7- 7 0 PROP. 6" CONC. EX PROPERTY J, A DWY APRON EX. R.O.W. IRO N (TYP.) REQ'D (TYP.) i (TYP.) 751- r 7411\ F-803 757 -737 F EE� 12H] F F817 REMOVEAND PROP. 6" H.E.S. REPLACE EX CONC. DWY TIE�IN REQ'D (TYP.) CONC. STEP (TYP.) BENCH MARKS - USGS NAVO 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR STATION DESCRIPTION--..- ELEV.-� DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 PROSPECT AVENUE DESIGN ENGINEER ELMWOOD AVE. TO STA. 50+00 DESIGN ENGINEER JDD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 24-07 SHEET 12 OF 36 I I I.,le NOTE: I ------------ fCONCRETE SIDEWALK Ij— - - "J 6THRU DRIVEWAYS. (TYP) w 3-10' (20' MAX) LENGTHS OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) - - — - — - — - - — - — - — - — - — - — - — - a n SINGLE PIECE PVC SLEEVES IN ALL NEW VALVE BOXES SHALL BE REMOVED BY CONTRACTOR PRIOR TO PAVING OPERATIONS BEGINNING � ALL VALVE BOXES SHALL BE PROTECTED FROM ( - —� - — - — -— FALLING DEBRIS USING FABRIC WITHIN VALVE i BOX AND REMOVED ONCE PAVING IS COMPLETE sd Od ; PRbSPECT AV�NUE W M - I I -._ 730 _.. I 724 718 APPROX. TURF It ii PROP. 6" CONC. I ( / RESTORATION LIMITS i DWY APRON -s — (TYP.) REQ'D TYP. --- = - — .X a 76HP78 , p.. • REMOVE &•REPLACE 7" CONC. A I 50+I i • .• .I I020io I (,•3 0_I ° d0 +7670PAV'T. (BIDITEM#1308) t . 51 00 LL "•� EX. 7" PAV'T pAVTTIES UWCUT ADJ. MH Q N W 5" CABC ° REQ'D (TYP.) ; I I REQ'D (TYP.)----...1--------------------......__..__.—J_.__._.__ (TYP.)-_.____�_I ...._ ._i__.__ L......._-....—_ i -------�;-•,. --..._...__ .._.)._..._......_- ..___._:----.—._..._:... ._ - ---_•- — _._-..._ --__ ION JOIN — ---- i i t I ` 1 ` SW TIE BARS '� , --- REQ'D � EX PROPERTY — ( SEE CHERRY STREET P _ V- _._. EX. COMMUNICATIONS -- EX. R.O.W. C I REQ'D (TYP.) I IEETS I I® / IRON (TYP.)' ( MANHOLE (TYP.) r i I (TYP,) PAVINGONSTRUCTION I731A I 725 721 715 i DETAILS FOR THE i I t PROSPECT/CHERRY 731 I I INTERSECTION I BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 DESIGN ENGINEER PROSPECT AVENUE DESIGN ENGINEER JDD STA. 50+00 TO CHERRY ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 24-07 SHEET 13 OF 36 ` CHERRY STREET 712 ELhiWOODAVENUE IST ;�(-552.11 .. _. ... __ ..... __ .._ ._. UNE I -iIS i, CO-4 H 1 S' UNE B 1 N I ... - .... .: :.. CO 1 R-1 B-2 uuo c) N 21 S.C. 0+22.1 (TV) ' V-1 V-9 V-10 PROP. 8" WM RELAY D-9 PROP 8 Wki RELAY 3/4 SAD I : y 2 V-8 T-2 SS-(A6AN. SS-e.' ?I';,:;;,,,- SS SS SS (ABAN.) SS iS SS 0+00 I 1+00 Y-1 2+00 -11 3+00 Y-2 4+00 _ _ - E P 1 P-2 off. � 236.7 L.F. 8" SAN. @ 0.60% �" a P-3 j 292.9 L.F. 8" SAN. 0 0.50% -!-T-' N-20 R-2 B 3 R 315.0 L.F. 27" STO PLUG EX 10" PIPE '-' CO-3 IN IAPNHOLE- (WATERTIGHT) , - - - T71 75 - _ BMji S.C. 1+46.2 (_fV_TJI� 3/4" LEAD 1-- ^ �/ rn r .1\, pf ± 1 Z� " / i � ■ W r > .f / S. 1 +31.4 (TV) 34" LEAD I L; N I.-\ - - - --- L 0+50 1+00 1+50 2+00 770 STORM INL MH (4' DIA) N-21 769 STA. 3+73.38, 16.0' LT RIM=767.13 18°(R=761.75 768 18"(E)=761.75 DEPTH=5.38' 767 STORM INLET 1.1 766 STA. 3+79.91, MW RT RIM=767.11 12"(M=764.11 765 SUMP=1.50' DEPTH=4.50' 764 763 762 761 760 759 758 MAIN CONNECTIONS CO.1 = CONN. PROP. 27' STO. TO EX. 27" STO. @ 757.51 757 CO.2 = CONN. EX. 4' WM TO PROP. 4" WM CO-3 = CONN. EX. 4' WM TO PROP. 4" WM CO-4 = CONN. PROP. 18' STO. TO EX. 18" @ 761.81 756 755 754 753 752 iEX. CL PROP. CL --------------- '►SANITAIR o iSTORM MH(4'DIA)N-22 0.0 1 o ui�� nIN Illlil�� s _ 15 STORM I 0 O.O flu P-1 = 21.6 L.F. 27" STO. @ 0.20% P-2 = PROP 8" WM RELAY 769 P3 = 26.8 L.F. 18" STO. @ 0.30% P-4 = 6.0 L.F. 12" STO. @ 1.00% P-43 = 17.0 L.F. 18" STO. @ 0,30% 768 WATER MAIN FITTING 767 SCHEDULE B-1 = 4" 45" BEND STA =0+80.4, 15.8' LT 766 B.2 = 4" 45" BEND STA =0+80.5, 14.3' LT R-1 = 8" x 4" REDUCER STA=0+80.5, 12.4' LT 765 V-1 = 8" VALVE STA=0+80.5, 10.8' LT T-1 = 8" X 8" TEE STA=0+80.6, 8.0' LT V-2 = 8" VALVE STA=0+80.6, 4.6' LT 764 R-2 = 8" X 4" REDUCER STA: 0+80.9, 14.0' RT B-3 = 4" 45" BEND STA=0+80.9, 16.0' RT 763 B-4 = 4" 45° BEND STA=0+80.9, 17.7' RT V-8 = 8" VALVE STA=0+83.5, 8.0' LT T-2 = 8" X 6" TEE STA=1+09.2, 8.0' LT 762 V-9 = 6" VALVE STA= 1+09.2, 10.T LT H-1 = HYDRANT STA =1+09.2, 23.0' LT 761 V-10 = 8" VALVE STA=1+11.8, 8.0' LT D-9 = DEFLECT STA =3+75.0, 8.0' LT 760 STA. 4" W.M. EL. (TOP) 0+80.4 (CONN.), 17.4 LT 763.99 759 0+80.4 (BEND), 15.8 LT 763.99 0+80.5 (BEND), 4.3 LT 762.75 0+80.9 (BEND), "0.0 RT 762.75 758 0+80.9 (BEND), 17.7 RT 763.94 0+80.9 (CONN.), 19.3 RT 763.94 757 STA. 8" W.M. EL. (TOP) 756 0+80.5 (REDUCER), 12.4 LT 762.91 0+80.5 (VALVE), 10.8 LT 762.91 0+80.6 (VALVE), 4.6 RT 702.91 755 0+80.9 (REDUCER), 13.9 RT 702.91 0+80.6 (TEE) 702.91 754 0+83.5 (VALVE) 702.91 1+09.2 (TEE) 702.89 1+11.8 (VALVE) 702.89 753 3+75.0 (DEFLECT.) 759.85 752 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 BENCH MARKS - USGS NAVD 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION E BY SANITARY, STORM & WATER MAIN NO. 1 STATION 1+03 DESCRIPTION HYDRANT TAGBOLT NE CORNER OF CHERRY & IRVING 771.57 SIGN DATE rDES=IGN 2023 ISSUED FOR BID 1/ 6A/2 CHERRY STREET 2 3+48 K NAIL ON POWER POLE ACROSS FROM 720 CHERRY ST 768.82SIGN ENGINEER SAN/WAT: MWN ENGINEER STO: CIVIC FROM W. IRVING AVE TO STA. 4+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 40 CITY CONTRACT 24-07 SHEET 14 OF 36 z' r 1 W N i ii BM ' i 1 I i O I: y 1" COPPER ( > ( I I CHERRY STREET z �+ I r:,. 1 1 J J J I J+ �.N�I� 817 .N N 823 -' I I 41 NU I 821 � I: Nti I: GAB IP :.[P IP' fn rAS I I \ N E NVl (R/1 UNE t- 1 �!� IJNE ���q�y��J(p ` I Nvi 552.1 1-'_ I __ _ __- .._. __ _.. __ ._. _ I _ __ S.ti3 _ _._ .._ _. __ -. ._ IP 1 10.20' ._130 . ST i ST T �_ .. . _ _ ... -. .. -. _.. - - - -- - - - tt 'SOS' 3D.415 - 3 I Tl O 454 868.82� P-03 _ _ _ IP t. IPfQ,n..� P _ a N-21 - I D-g PROP. 8" WM RELAY D-2 - = CO.32 A � I C0.9 PROP. 8" Wm RELAY SS -(LAN.) -SS , %iS SS O CO-5 C0.8 I i ABAN.) Y-2 4+00 i 8+ 9+ 292.9 L.F. 8" BAN. 0.50% Pl v 1 ( '"' "' i (ABAN ..: .., m P 3 LP�P MODIFY EX I. P-42 ; a as S N•22 OROP 1 CO-3 ., N•23 T ! I 284.1 L.F. 27" STO. Q 0.10. P-0 240.6 L.F. 2T' STO. @ 0.15Y N C0.7 IP IP 1 . - --._.. ...._ �- EO...._... _ F4... ....... E0 -. F0_ - _ - - - - - r - I--1 151.1 T ,I Hi 71_1.7_5a� _ ST '\``I IIi 1 ST ST %! I I ST �ST �i I ; a J goo 740 O 750 0 o °i 1 810 N: - --- T - L o I: '-� CO P N BURIED I ( 820� +N 1 " COPPER ! )- }}CC- o F.o. + n 922 ± I o �. 4 I S.C. 3+43.0 (N) j C. + 0 (N) 1 1 I (3vFI II U I U IU U S.S.C. 0+56.0 (TV) I rn m I N i '7 N 1 1 1 I I 1 I 1 I I I I 1 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 767 766 765 764 763 762 761 760 759 758 757 756 755 754 753 752 751 750 749 748 747 767 WATER MAIN FITTING SCHEDULE 766 D-2 = DEFLECT STA =6+28.6, 8.0' LT 765 764 STA. 8" W.M. EL. (TOP) 763 6+28.6 (DEFLECT.) 760.34 6+47.0 (CONN.) 760.29 762 7+52.0 (CONN.) 767.05 761 PIPE SEGMENTS 760 P-42 = 14.7 L.F. 48" STO. @ 0.06% 759 MAIN CONNECTIONS 758 CO.S = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 756.31 CO.6 = CONN. EX. 10" SAN. TO PROP, 10" SAN. @ 747.81 757 CO-7 - CONN. PROP. 27" STO. TO EX. STO MH @ 759.91 CO-8 = CONN. EX. 8" WM TO PROP. 8" WM 756 CO-9 = CONN, EX. 8" WM TO PROP. 8" WM CO.32 = CONN. EX. 48" STO. TO PROP, 48' STO. @ 758.63 CO.33 = CONN, EX. 48" STO. TO PROP. 48' STO. @ 758.6t 755 754 753 752 751 750 749 748 747 4+50 5+00 5+50 6+00 6+50 7+00 7+50 6+00 8+50 88 DATUM BENCH MARKS - USGCRIP PLAN DESIGN INFORMATIONDEMBER PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM & WATER MAIN N0. STATION ION DESCRIPTION ELEV. DESIGN DATE 2023 ISSUED FOR BID 1/ 6//2 24 3 6+58 JHYDRANTTAGBOLT SW CORNER OF CHERRY & LINCOLN 768.81 CHERRY STREET DESIGN ENGINEER SAN/WAT: MWN DESIGN ENGINEER STO: CMC FROM STA. 4+50 TO STA. 8+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS zo ao SCALE IN FEET: o CITY CONTRACT 24-07 SHEET 15 OF 36 _+O­1.0(-TV --------- - - -�-� ► ► I ►---------T-----� -- µ I I �� { ' � � I ► I I CHERRY STREET I �l COPPER I I % I >> S.C. 0+/4.1 (TV) 1 v I I v I 3/4 LEAD,r�l 0 'n I 0o m ,n BURIED o o In6- o + I Q ON ( I o F.O. zo I �� I; z o I a.F I 851A zm k 857Ato I Ii CO-1��O`827A I O1� o "1 II 845A �W 851 oN6,7 JN 1 JN 623 _I} 4'+ OJ ' O} I 857 OS +} '- '� f - o" d 813 _ 827 I I - 841 lI I 845 I N 1 j w'`I✓, w 821 w w ( 835 w d- y ,I GAS _ �..`,} 1 _ 1 1. r M 11 �I'�.N % 1 : VY 0V1 i Vi, 4 (ry [INE ST na 1' j ST I ST I j 159.32' ST 60.10'! f �1 ST 60.10' t, nP.O2 % ❑ ❑ T...: I ; € 57.10' T I j t ---'i - T' 60.10' �l T i I �. r I 1 �_ .20' r -_. _.. __. .__ _. .- .__ .__ ..... __. __ .. __ .__ _r • 0.05\ 1 O5' -- 30:45 I - 30.451 .._ -- -- -- - __ _. - - - - -. _ .... _... - - - - i6 .. _. .10' 47.20' i� -. le H 2 I PROP. 8" WM RELAY D-3 PROP. 8" WM RELAY P•5 V•11 PROP. 8" WM RELAY V- cos (ABAN. P-6 Y-4 T-3 V•12 8+ 9+ 10 00 11 00 :: ,, 12 00 . -: ,. . ;; S 13 0 "-`_""___ V (agAN. a ., •"-� 365.3 L.F. 10" SAN. @ 0.28% S •" ,•,.., , ,. ' A SS S SS-(ABAN.) SS 337.7 L.F. 10" SAN. O 0.28% (aaAN.) SS- ..,.... a� N•24 ".I - "��° N•25 284A L.F. 27" STO. O 0.10% (ABAN. P-7 P•8 304.9 L.F. 27" STO. 0 0.10% _3 CO-7` a FD 7P IF IF O.QO I 0' 30' "_ .. ' 80.00'- -- - ® ." �60.00' 3 0' - - - - - - - _. - - 60.00 - - - -. 60.0 - - - - - - - O.IlO % i I I 8T60 0l I II ST ST i _ t jl ST 1 ST I T -_ I ST ST T ( T `..� I T r .t r� i TYP. (') ', I I I -`- I S• - ' ! I I �� Z �I i I't 160 �I ; I Ij •• II 810 m� 1 I 814A L_�. 860 > 1 rn i (I 850 cy \; j l n 854 0 G N� I 874 \ w �p ER o ( nM n NI 11 822 -!' I +\ 826A BURIED�,/;..,�+ M} I Mo I Mo o I _ .C� 3+P46.0 (N) 826 F.O.!'" N U V �J U U 't U -U U U U U ,. „ I (n N 1 I I I I 1 I c5vi FI- O - - - - - - - - - - - - L - - - - - - I ( I ( I ( I I (. - - - - - - 6+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 PIPE SEGMENTS STORM INLET 1.2 766 STA. 10+1B.87, 16.0' LT .._.._.- _. ...-.-__-.___..._....____.__. ............__._......._-,.�-�----------- EX. CL _ __._.._- _-..___-_..__.__...__.._...._-...-...__._.._____......___..-__ . -•-----._- __....___.____....._..__._.................._...._._...._..._..._.___...._..._._._......._.__._.__._...__.._.__........_...._.._..._._..........._....._._....................._.__._........__.._.___.__.-._ ___._..____._.._.__._._...._._...._...___._...._ - _-- - - I I ___..___._.__..___.._.___........._-... -.. = 6 0 S O D 50% 766 L.F... P-5 L F 9 T.@ PROP. CL - -._.._ .._.._.._. ,-- __.__-__._.._.__.._.._.._. _ _ P-6 24 0 L F 12" STO. @ t 00 RIM=764.26 12 '(N)=761.28 _,.___.._.._-._.._- _ -' -- -- -- -- -..:. _. -' -..------.____.___.. - . .. _.__.-_.__.__._._-..__ P-7 6 0 L F 72' STO. 0 50%0 L.F. 765 1.50, SUMP=1,50' 765 _ @@ P-8 = 8.0 L.F. 12" STO. 1.00% .., ; DEPTH ( ' N-24 Y 4 V 12 764 ___------.-._-_ ---- -_ _..._ . - .__..__.- -- - --__._..... ..._._.._ ....__.. ._...... .. ._.___. ._. ..._- -.._ ...._. .. .._..... . .......... ....- ---- - --.._..__.... __._..-- - - - --- 764 WATER MAIN FITTING STORM INLET 1.3 SCHEDULE '.. 763 STA. 10+19.13, 16.0' RT RIM=764.28 ---- - -- -------- - 763 D•3 = DEFLECT STA =8+99.5, 8.0' LT ... , .:. 12"(N)=781.28 762 762 T•3 = 8" X 8" TEE STA=10+]9 4 8.0 LT -_ - - _._........ ..... ....-.._._. _ _ _ - - - - __. _..._ - - ..... -. - .. - _._ . r. _ _ __ _ SUMP=1.50' 304.9 L.F. 27" STO. °C 0.1 0% V-11 = 6"VALVE STA=10+79,4, 10.5'LT DEPTH=4.50' 2o 284.1 L.F. 7" STO. @ 0.10/0 H-2 = HDYRANT STA=10+79.4, 24.0' LT V 12 = 8 VALVE STA=10+82.1,8 LT 761 761 .0 STORM INLET 1.4 760 760 STA. 10-24,87, 16.0' LT RIM=764.25 12"(S)=76t.25 I j STA. 8" W.M. EL. (TOP) 759 12"(E)=761.25 ---- i ' - "-----_-...._..._... - I ----------- -.._ ....--- --------- ._.-...-- ------------- WR� - ����'���'�•�'��'�•�'-• 759 8 99.5 (DEFLECT,) 757.64SUMP-7.50' DEPTH=aso' Ise •-- -._ .._.• . ,• . ;•-. ;_ ._. ".", 7 sa 10+79.4 (TEE) 758.28 .'PROP. 8" WM RELAY ; T 3 10+82.1 (VALVE) 758.28 757 - 757 STORM MH (5' VIA) N-24 - STORM INLET 1.5 D-3 STA. IM=76 25.t3 8.0'RT RIM-784.41 0 25.13 16.0'RT STA. 1756 - _ ._- -- - 56 RIM=764.25 12^(S)=761.25 27"(N)=760.17 I- 12"(W)=761.25 755 27"(S)=760.17 755 i 12"(VV)=761.01 12'(E)=761.17 SUMP=1.50' DEPTH=4.50' DEPTH=3.49' 754.... ....... 754 I I 753 ------------------ -.._. _._..---------- - -------------__-- i --------..-------1--------- - 753 752 - _------.. .. - _____... ._.__._ ___.._.._ _ _______.._.._.__ ______ __....._- . ............. ..__... .._. .- --- __------- ._...... - ..._..___ .. _..... --_ _-.._.-_--.-.... - - __- - - ......._. - - -- _._...._. 752 SANITARY MH Y-4 -----....__...--- --------------- STA. 10+50.00, 0.0' T -- ----..- ----- - - 751 i ---RIM=764.65 - 751 10'(N)=74B.80 10'(S)=748.80 750 -DEPTH=15.10' 750 ' 337.7 L.F. 10" SAN. @ 0. 28% 749 365.3 L.F. 10" . @ .28%- - ---- SAN0 i - 749 ---- - - _ - - - - -" - 748 748 B+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 D 88 DATUM BENCH MARKDESCRIPTION PLAN DESIGN INFODECEMBER PLAN REVISIONS DESCRIPTION BY SANITARY, STORM & WATER MAIN ND. STATION ELEV. DESIGN DATE 2023 ISSUED OR BID 111612024 4 10+09 PK NAIL ON POWER POLE 827 CHERRY ST. 766.25 CHERRY STREET DESIGN ENGINEER SAN/WAT: MWN FROM STA. 8+50 TO STA. 12+50 DESIGN ENGINEER STO: CIVIC 20 ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 CITY CONTRACT 24-07 SHEET 16 OF 36 NOT CONTRATO VERI DEPTH ANDCTOR CORE INLETFIELD ON-SI`y IRON BURIEDjL4 F.O. 10 CHERRY STREET S.C. 0+V 14 TV) 3 R' B-7 co- N P-1 851A O CO 0 Z, NN-1TTO ITXI!r N.26 [�O�5A �2 P-18 [�5�7A VVITHINSTALL HAFIDCOLLAR [� �,, I ` ` E91 40 + + 845A S' MATCHING FLOWLINES."'. r 9151 51 + 861 F '23 845 All H-4 N-27 BM T-6 Y-1 i A 768- L5 57. 10' I/b& 0* I I'T 50.6' mi 5 -?-47.2ITv Y- r 171 P P-1 . . . ....... F c IP U MO. PROP. R" WM RELAY 15 CD -0 PROP. 8" WM RELAY- 1- 0 VI-21 JO L -�O 312.9 L.F. S" SAN. 0 0.40% -B V 13 OR 12t 7:7 3 0, ABAN.J��SS7--,� 1 00 15400 16 ID I T� '14 � SS-(ABAN.) Y-3 Ss i S SS 0" L.F. 10" SANt 0.28 #" - _' �: ::2��_ �;;;-) - th L-= L t j , I - - - - - - - - - - - - - - - - - - - - - il -A 41 . ov, cTn a n 4., 1 1 309.5 L.F. 60" STO. @ 0.15% w T SANITARY MH Y-9 STA. 13-88.43,41.3'RT RIM=765.93 8'(M=749.92 12'(E)=755.48 8" (E)=749.92 8. (E) DROP= 5.58', 12-X8' TEE REQ'D DEPTH=15.27' SANITARY MH Y-1111 STA. 13-87.96,45.7'LT RIM=765.94 12'(VV)=755.20 DEPTH=9.99' STORM MH (4- DIA) N-26 STA. 13-89.66,54.3'LT RIM=765.86 15 (NE)=760.00 1 5:(M=761.01 DEPTH=5.11' STORM MH (4- DIA) N-27 STA. 13+96.34, 46.2' LT RIM=765.77 24'(E)=759.11 1I5'(SVV)=759.90 DEPTH=5.91' MAIN CONNECTIONS CO-10 = CONN. EX. 6"WM TO PROP. 6WM CO-1 1 = CONN. EX. 15"STO. TO PROP. 15'STO. @ 761,001 CO-12 = CONN. EX. 12'X19"SAN. TO PROP. 12"SAN. @ 755.21 CO-13 = CONN. EX. 12"X19'SAN. TO PROP. 12"SAN. @ 755.5± CO-14 = CONN. EX. 6"WM TO PROP. 6'WM Fb60700' - '10 1 8601 CONN. 17 TO I2'XI9' INSTALL HARD COLLAR WITH MATCHING FLOWUNES (3 vi 0 - - - - - - - - - - - - - - - - - - - - 766 765 764 763 762 761 760 759 758 757 756 755 754 753 752 751 750 749 --71 i Lu DI i -.' no I - z uj. F-1 "Do T1 PLUG END OF ;E 40.160 To - I IV 9'n- 1 5j 59. 1.7' X 17 � H _U .59-t7' 9 ST --40-0' 59A7' T -6- -6- Y-9 F902 0 0 988 0.1 Doe, r 926� .13 -Fuj PLUG END OF BURIED F 914 2�2 + + + Typ. 0 PIPE ��] --I N F.O. I I B-1 0 w 6 6 TYR 1 6 d 6 vi vi vi Gi vi C 14 z CASING PIPE TO BE INSTALLED FOR ALL TYR SERVICE SING OF THE LARGE DIAMETER uj STORM S=ON HERRY STREET 14+00 14+50 15+00 15+50 16,00 16+50 PIPE SEGMENTS STORM MH (7'x STORM MH (S'DIA) N-25 I STA. 13+98. 84,9.! STA. 13+30.00, 8.0'RT RIW765.83 RIM=765.55 60"(N)=757.79 27'(S)=760.4 38-40'(E)=757.79 DEPTH 4.33 24'(M=759.00 DEPTH=7.29'- - - . ... . ......... . ........ L.F. 27" STO. (CD 0A0% SANITARY MH Y-3 STA. 13-87.66, 0.0'T RIM=765.95 10-(S)=749.75 N-28 L.F. P-1 0 = 4`1.3 L.F.8"SAN. @ 0.40% P-1 1 = 10.5 L.F.1 5' STO. @ 1.00% 766 P-12 z 55.8 L.F.24"STO. @ 0.20% P-13 z 40.0 L.F.38"40"STO. @ 0.15% P-14 z PROP 6. WM RELAY 765 P-1: = PROP 8"WM RELAY P-1 PROP 8'WM RELAY 764 P-1 7 = PROP 6'WM RELAY WATER MAIN FITTING 763 SCHEDULE V-45 = 6"45* SEND STA .=13+93.2,62.5'LT 762 V-13 = B'VALVE STA.=13+76.6, 8.0'LT 8.5 = 6"45* BEND STA.=13+77.6,59.1'LT 761 R-3 = 8"X6"REDUCER STA.=13+78.2,48.4'LT D-4 = DEFLECTION STA.=13+79.0,33.9'LT V-1 5 = 8"VALVE STA .=13-79.5,10.5'LT 760 C-1 = 8"X8"CROSS STA.=13+79.5,8.0'LT V-16 = 8"VALVE STA.=13+79.6, 5.1'LT 759 R-4 = B"XO"REDUCER STA.=13+80.5,43.1'RT 8.9 = 6" 45* BEND STA.=13+80.5,45.4'RT V-14 = 8"VALVE STA.=13+82.1,8.0'LT 758 B-3 = 6"45* BEND STA.=13-95.7,66.6'LT . = 6"45* SEND STA.=13,80.0,61.8'LT 757 B-7 = 6'45'BEND STA.=13+95.8,63.9'LT B-10 = 6"45'BEND STA.=14+00.2,64.3'RT H'3 = HYDRANT STA.=14+32.1,24.0'LT 756 V-17 6"VALVE STA.=14+32.1,10.2'LT T-4 = 8 X6'TEE STA.=14+32.1,8.0'LT 755 V-18 8: VALVE STA.=14+34.2, B.D'LT PL-1 = 6" MJ PLUG STA.=13+96.0,60.9'LT T-14 = 6"x6'TEE STA .=13+95.9,62.7'LT 754 V-43 6n VALVE STA.=14+00.2, 072 FIT 8.22 = 8"45* SEND STA.=13+87.5,8.0'LT 753 0.23 = 8"45'BEND STA: 13+91.4, B.O'LT 8"45'BEND STA.=14+04.4,8.0'LT 224 5 = 8"45'BEND STA.=14+07.7, B.D'LT 752 STA. 8" W.M. EL. (TOP) 751 13+76.6 (VALVE) 759.35 13+79.5 (CROSS) 759.35 1 3+52.1 (VALVE) 759.35 750 1 3+87.5(BEND) 759.35 13,91.4(BEND) 757.50 749 14+04.4(BEND) 757.50 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 14+07.7(BEND) 759.55 1 4+32.1 (TEE) 759.55 14+34.2 (VALVE) 759.55 BENCH MARKSNAVD 88 DATUM DESCRIPTION ELEV. LAN DESIGN INFO PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM & WATER MAIN STATION DESIGN DATE DECERMATIONMBER 2023 1 ISSUED FOR BID 1/16/2024 5 1 14+10 HYDRANT TAGBOLT @ NW CORNER OF CHERRY&SCOTT 768.05 - CHERRY STREET DESIGN ENGINEER SANIWAT: MWN DESIGN ENGINEER STO: CIVIC FROM STA, 12+50 TO STA. 16+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 40 SCALE IN FEET: 6--= CITY CONTRACT 24-07 SHEET 17 OF 36 • __.... ; I II I 1 I I I l' i NOTE: CONTRACTOR TO FIELD VERIFY ! I -� !I I I I I p I! I I� p , 1 DEPTH AND CORE INLET ONSITE I z CHERRY STREETLu �-q-�- Z I a III o co 16 z I z z e-12 W` j j-/ O I BURIED 1015A o, y i4 1 i -�) "r I n I o In aq p I 915A 919A I 923A o� P-18 i! Mo o f.o. �o I o ai _ ( a o r�i oui o<o I o� 11 �k 17 07A 913 N� ! N n 1D15 a W N m d' O 915y+ 1 �+ li 11 I 1001 +IgJ I 1005 + 1011 1� "J�r , .1 1 `�J + 1019 O - - - i a 1103 N �+ 1107 919 923 N 2 R•5 O O S ii ' - j _ e ! PLUG END Of NEW 6• - _...- / \ _._ - .n� �, ::_I H,4 V V•23 P-40PIPE .+ / •tea sari L4T. `d� k�%'� ' `t c� G°'S �I C 2 i I 0.17 a . ' .. mn I 60.25 '`� M vi LINE IP N�32 C.+, I -cnrM,:m t I nvl 1 P-27 >✓' t.) _ , P-41 IP 40.16' 1"' T ' 1 40.1 1 60.25 500 \ r I ST - ST I.12 P•28 I.13 `•'-� ? ST ST ,�. ST '� ' } 7 r IP I-8 P-19 I - 7 El _ .__ .._ - - - - _ - - - i ru ` ..=J� � 4 . _. -_ _...... __- "_ -___ -_.. ._... r e , __.......... ! _ I , , I ,_ R IP ifli I aware acuav£ H-5FO O D _ FO IP R P-20 I-- _ _ P-21 Rwo� P 23 PROP. 8" AIM RELAY D D V•21 V-20 0 D 0 -PROP. 8" WM RELAY-0 O D-6 V-24 V 25 V-27 V-28 T-6 V-30 PROP. B" WM RELAY D-5 V-19 T-5 P 24 P-29 T-13 V-26 T-7 V-29 i 6 0 312.9 L.F. 8" SAN. @ 0.40% Y-5 18 00 _. 343.3 L.F. 8" SAN. @ 0.40% 9 00 `-" 20 00 Y 6 B-14 00 223.8 L.F. B" SAN. @ 0.40 % _ N-31 SS S-,> _ =NJ- SS SS SS .... ,,. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P-22 252.9 L.F. 60" STO. 0.15% r P-30 256.9 L.F. 60" STO. @ 0.15% - - - 309.5 L.F. 60"STO.@0.15%_ _ _ ly _ --_ - -- ,, ;.. W 44 Wes•:..; .:, O ,_. 59.17 o-a `�r:>✓I ST59.1T L-J-- _ Sf� � � `'Z i-L� ST59.17'.�767- Iv -� -__ T � ' ', I .-, 59,1.7'-- -1 UT /,�_-!`4 L��, - I? I �1 � Imo- --59.17u ST I I ` I -u�� _�^ 914 �o I� \ m I 922 n I I� 926 IJ �'F m \ TYP. s ' I 988 N + 0 17 _ N II'I ' 1008 ��BURIED \m n+F.o. _ ,�+ N U + N U + N U U 998 O U \ O U i II nP. s I I I I I I 16+50 17+00 STORM MH (4' DiA) N-29 STORM INLET 1.9 .TA.' 35.6' LT STA. 17+28.75, 16.0' RT 766 RIM=764.98 RIM=764.77 24'(E)=759.30 12"(W)=761.77 12" (S)=761 .60 12'(N)=761.77 765 12"(N7)=761.87 SUMP=1.50' 24'(W)=759.30 DEPTH=4.50' DEPTH=4.93' 764 STORM INLET 11.10 STORM MH (W DIA) N-32 STA. 17+34.75, 16.0' RT 763 STA. 19+80.87, 37.5' LT RIM=764.79 RIM=765.94 12'(S)=761.79 24'(E)=761.39 SUMP=1.50' 762 12'(VV)=762.00 DEPTH=4.50' 12"(N)=762.56 12'(S)=762.66 761 DEPTH=3.80' STORM INLET 1.11 STA. 17+34.75, 16.0' LT RIM=765.29 STORM INLET 1.6 12'(S)=762.29 760 STA. 16+88.16, 35.2' LT SUMP=1.50' RIM=764.79 DEPTH=4.50' 12'(M=761.79 759 6'(VJ)=762.95 SUMP=1.50' STORM INLET 1.12 DEPTH=4.50' STA. 19+71.38, 37.6' LT 758 RIM=765.75 STORM INLET 1-7 12"(N)=762.75 757 STA. 17+12.22, 35.7' LT SUMP=1.50' RIM=764.92 DEPTH=4.50' 12'(S)=761.92 756 SUMP=1.50' STORM INLET 1-13 DEPTH=4.50' STA. 19+99.38, 37.8' LT RIM=765.75 755 STORM INLET 1-8 12"(S)=762.75 STA. 17+28.75, 16.0' LT SUMP=1.50' RIM=765.27 DEPTH=4.50' 754 12"(E)=762.27 12"(N)=762.27 SUMP=1.50, 753 DEPTH=4.50' 752 751 750 16+50 17+50 18+00 18+ 1 F- r oQQ � I ro 50 pp c• p 60.0s � ' 1016 n .� im„ 1026 1018 I M I U U Vl I N N I + N I V Vl CASING PIPE TO BE INSTALLEb FOR ALL V 'i SERVICE CROSSING OF THE RGE DIAMETER (DIAMETER STORM SEWER ON CHERRY STREET I I 1 I I I 19+00 19+50 20+00 17+00 17+50 18+00 18+50 19+00 19+50 20+00 P-33 tP P-32 rn P-34 c0-18 - - _ y W I R-6 B-17 a co- q,0. i f 7 9.1 ���� J I'mo - 1 1114 W p 1108A - n 1114 ± 1108 74 1114 "\ c ci 1114 W N I _ I I PIPE SEGMENTS P-18 = PROP 6"AM RELAY P-19 = 19.3 L.F. 12' STO. @ 1.00% P.20 = PROP 8" WM RELAY P-21 = 44.6 L.F. 24" STO. @ 0.20% P-22 - 20.4 L.F. 60" STO. @ 0.15% P-23 = 6.0 L.F. 12" STO. @ 0.33% P-24 = 25.0 L.F. 12" STO. @ 1.00% P-25 = 6.0 L.F. 12' STO. @ 0.33% P-26 = 7.0 L.F. 12, STO. @ 1.00% P-27 = 9.5 L.F. 12" STO. @ 1.00% P-28 = 18.5 L.F. 12' STO. @ 1.00% P-29 = 46.5 L.F. 24" STO. @ 0.30% P-30 = 56.7 L.F. 60" STO. @ 0.15% P-40 = 10.0 L.F. 24" STO. @ 0.20% P-41 = 4.8 L.F. 12' STO. @ 1,00% WATER MAIN FITTING SCHEDULE 0-5 = DEFLECT STA =16+61.3, 8.0' LT V-21 = 8" VALVE STA =16+92.4, 10.3' LT H-4 = HYDRANT STA=16+84.3, 44.7' LT V-20 = 8" VALVE STA =16+95.6, 8.0' LT V-22 = 6" VALVE STA=16+90.3, 44.8' LT B-12 = 6" 45' BEND STA: 17+03.6, 62.1' LT V-19 = 8" VALVE STA=16+89.7, 8.0' LT D-6 = DEFLECT STA=19+48,8, 8.0' LT 0.11 = 6" 45" BEND STA=16+91.7, 49.4' LT V-24 = 8" VALVE STA.=19+91.1, 8.0' LT T-6 = 8" X 6" TEE STA: 16+91.8, 44.9' LT V-25 = 8" VALVE STA.=19+93.8, 10.9' LT V-23 = 8" VALVE STA =16+91.7, 46.7' LT T-13 = 8" X 8" TEE STA.=19+93.9, 8.0' LT R-5 = 8" X 6" REDUCER STA =16+91.7, 48.3' LT V-26 = 8" VALVE STA=19+96.6, 8.0' LT T-5 = 8" X 8" TEE STA=16+92.4, 8.0' LT STA. 8" W.M. EL. (TOP) 16+61.3 (DEFLECT.) 758.68 16+89.7 (VALVE) 757.59 16+92.4 (TEE) 757.59 16+95.6 (VALVE) 757.59 19+48.8 (DEFLECT.) 759.71 19+91.1 (VALVE) 759.71 19+93.9 (TEE) 759.71 19+96.6 (VALVE) 759.71 MAIN CONNECTIONS CO.15 - CONN. EX. 6" STO. TO PROP. 6" STO. @ 763.01 CO.16 = CONN. EX. 6' WM TO PROP. 6' WM CO.17 = CONN, EX. 12" STO. TO PROP. 12' STO. @ 762.71 BENCH MARKS - USGCRIP ION 88 DATUM DESIGN DATE PLAN DESIGN INFORMATIONDECEMB R 2023 PLAN REVISIONS DESCRIPTION DATE ISSUED OR BID 1/116/2024 BY SANITARY, STORM & WATER MAIN NO. STATION DESCRIPTION ELEV. 6 16+98 HYDRANT TAGBOLT 926 CHERRY ST. 767.63 DESIGN ENGINEER SAN/WAT: MWN CHERRY STREET DESIGN ENGINEER STO: CIVIC FROM STA. 16+50 TO STA. 20+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 00 20 4o CITY CONTRACT 24-07 SHEET 18 OF 36 j Lu + 0 CHERRY STREET Lu BURIED uj F.D. 3 a. t ui U) A CO, 2 F 153A 0'�Fl 117A 0 cl 20 46 1 Fl 143 1153 6or-1 � �.+El 1019 C 17 133� GAS F-- rl 1171 I I i� � 1171 1 '6 1 i __ ) / NE 1 "103 Filli F a-19 (:g > It 1139 6 0111 1p P-27 N-32 Ip Y-10 TYP. nm 50.0, f 60.25 (,T) i .I1-12 5--f I- I 12LI T 40.0•' y"-, BM#8 6135, V 48 A im 0' 44;9 ip 7750 T FO H-5 0- -9-, 6 r It;t ...... ...... GukV-25 vy I V-32 V-34 1_9 -9- -0 -PROP. 8"WM RELAY V-27 (ip� PROP. 8' M RELAY -q! -0 P-29 T-13 V-26 20+00 Ss-' V-29 B-13 B-14 1+00 223.8 L.F. 8" SAN. 0 0.40 22 00 T-9 V-33 - -3 Y-7 23tOO 264.3 L.F. 8" SAN. 0.40% 25+00 -7SAN� oll - - - - 256.9 L.F. 60'STO. 0.15% 365.7 L.F. 60" STO. @ 0.15% N-33 N-34 12 L.F. OF 18"CASING PIPE • .. . ......... . . ........... - . . .... . .... .... ........ B-16 FO Fn ........................ so. -,H,60.0, _60.4' .0 5 5' 52 48. t 50. B�#7S ST 4ST - - 6001 P_ 34 'yo 1114#4 1-0 16 1114#3 F, 026 1118 6 1134 Fi 14. V-4 Lu rl 108A] 1124 rn Typ'o j- j !_ L) I CL - n 0 2il DD 1:0: '4+ ) - In + R-6 + + MN O 1114#2 1 1 N I 0 Lu 11 OB]B' URI n B-v I Z BURIED 1114#1 1 1 1 +i (3 c3 (3 d N F.O.Ovi ui vi 'A vi CO-1 9 Lu vi (3 0 CASING PIPE TO BE INSTALLED FOR A4L SERVICE CROSSING OF THE LARGE DIAMETER STORM SEWER ON CHERRY STREET F L 14 PIPE SEGMENTS SANITARY MH Y-10 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 L.F. 60"STO. 0.15% P-34 = PROPS" WM RELAY STA. 22+67.09, 45.4' LT R�M=767.50 CIL P-30 - 56.7 @ P-31 = 25.7 L.F. 24" STO. @ 0.20% P-37 = PROP 8"WM RELAY DEPTH=5.93' 768 FPROP. ­-­ V-33 ------ P-32 = 768 -------------------- ---------- -- ----------------------- P-33 = 24.1 L.F. 12'STO. 1.00% STORM MH (4- DIA) N-35 767 . . . . . . . ......... .......... ........ ..... ---------- - -- --------- 767 WATER MAIN FITTING STA. 20-38.74, 34.61 R RIM=765.98 SCHEDULE 24-OM=760.05 2 (S)=762.56 766 V-28 (N-34 - ----- 766 T-7 = B'X 6"TEE STA.=20+24.8, S.0'LT 12:(N)=762.46 V-27 = 6'VALVE STA .=20+24.8,10.3'LT 12-(E)=762.80 765 H-5 = HYDRANT STA.=20+24.8,24.0'LT DEPTH=5.18' 765 V-28 = B"VALVE STA.=20+48.6. 8.01 LT - ------ T-8 = 8"X 8" TEE STA.=20+51.8, BA' LT 764 STORM INLET 1.14 764 T V-29 = 8" VALVE STA.=20+51.8,5.3'LT STA. 20-24.84, 34.8' RT B-13 = 8"45* BEND STA .=20+51.8.3.6'LT RIM=765.70 12-(N)=762.70 763 -------- . ...... - . .. . ......... . . . .. . .. . .................................. 763 14 = 8 45* BEND STA.=20+51.9, 0.4'RT SUMP=1.50' 5 = a 45'BEND STA.=20+52.1,19.8'RT DEPTH=4.50' B-16 = 8"45* BEND STA,=20+52.1, 23.4'RT 762 762 .. . . . . . X, R-6 = 8"X6"REDUCER STA.=20+52.5,56.7'RT B-17 = 6"45' BEND STA.=20+52.5, 58.8'RT STORM INLET 1-15 761 7 7-// 761 V-44 = 8 VALVE STA. 2 +5 .5 55.1'RT 91A. 20+62 83.34 W RT <• • -Kup. 8" -LA V-30 = 8: VAL E S LT RIM=765.70 12" =762.70 (S) < PROP B-1 = 6. 45* BEND STA =20+55.4. 61.V RT 76 0 SUMP=1.50' 760 V-381 = S"VALVE STA+=2'2+73. DEPTH=4.50' 256.9 L.F. 60" STO. @ 0.15% z T9 = S"X 8" TEE STA.=22+75.6, B.O'LT 759 60" STO. @ 0.11W 759 B-19 = 8"45* BEND STA.=22+75.0,48.1'LT V- 2 = 8 VAL E STA.=22+75.5,12.0'LT V-33 = 8" VALVE STA.=22+79.1, 8.0'LT p) 758 STA. 8" W.M. EL. (TOP) 7 oe H 6 HYDRANT STA.=23+11.0,23.5' LT 757 V-34 6 VAL E STA.=23+11.0, 9.5'LT 20+24.8 CTEE) 759.83 757 20+48.6 (VALVE) 759.89 T-1 0 = B"X 6"TEE STA .=23+1 1.0, 8.0'LT A --"---SANITARY kY MH Y-7 STORM 8 20+51.8 (TEE) 759.89 20+54.9 (VALVE) 759.89 STORM MH (S' DIA) N-34 STA. 20+35.34, 9.0'RT V-35 = B"VALVE STA.=23+14.0, S.0'LT 756 D-7 = DEFLECT STA.=22+25.1, B.O'LT MH (a D A) N-36 TA. 22+95 70 9 . VIRT 22+25.1 (DEFLECT.) 761.12 RIM=766.09 x STA. 22+67.66, O.O'LT RIM=767.73 RIM=767.63 60'(N)=756.45 22+73.1 (VALVE) 761.21 755 60'(N)=756.63 -60'(S)=756.83 SANITARY YIN Y-6- X 755 $'(S)=753.27 60'(S)=756.45 22+75.6 (TEE) 761.21 22+79.1 (VALVE) 761.21 24-LE)=760.00 DEPTH=8.51' STA. 20+43.83, O.O'T RIM=766.29 x 8'(N)=753.27 DEPTH=10.43' DEPTH=13.71' p 23 1.0 (TEE) 761.34 754 1 8(S)=752.38________._______ x 8-(N)=752.38 1% 754 MAIN CONNECTIONS 23+14. 0 (VALVE) 761.34 x DEPTH=13.17' F 0.4=0'/� CO-1 8 = CONN. EX, 12'STO. TO PROP. 12"STO. @ 762.1± 753 753 ...................... ............... CO-19 = CONN. EX. 6"WM TO PROP. 6"WM CO.21 = CONN. EX. 8"SAN. TO PROP. 12"SAN. @ 760.8± 752 CO-22 = CONN. EX. 8"WM TO PROP. 8'WM 752 751 751 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 BENCH MARKS - USGS NAVD 88 DATUM LAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY I SANITARY, ARY, STORM & WATER MAIN STATION DESCRIPTION I ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 CHERRY STREET -7 1 20+68 1 HYDRANT ARROW NE CORNER OF CHERRY& PROSPECT� 769.13 L DESIGN ENGINEER SANIVVAT: MWN 8 1 22+90 NW CORNER OF HYDRANT TAGBOLT N DESIGN ENGINEER STO: CIVIC FROM STA. 20+00 TO STA. 24+50 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: m= CITY CONTRACT 24-07 SHEET 19 OF 36 � I I I I w + I I I Vi _ W --.,N z I I z C-22 _'�_-. O t(j No V 8-20 Q Z-, I, I � + �.�---.—_ _ .....�.. 1143 o ZA 1! r� A1.35' Y50. T BM 88 _ 50.0 770.15� 50.13 r-t `v 1 IF f---------------- - CHERRY STREET cd I S.C. 1+10 OP(N) ` W 1153A �`r 1153 I BURIED S.S.C. 1+09..0 (N) J N i F.O.TT1V.�m'_f TYP. 2 -... I �..--.-✓ 120.0' ST 768.84� I I ]P —, O O 0 -PROP. 8" WM RELAY 0 0 1�1D_g CO-24 I 264.3 L.F. B" SAN. @ 0.40% E2110' Y 8 26 00 (�� I 00 �I I -N _�" 28 00 29 00 _. - ----------- ------- c a �" COPP2 II E - - - - - - 1 365.7 L.F. 80" STO. G 0.15% CO-23 C. 1+ .0 (TV) 1 _ S.S.C. 0+08.0 ( ) --- - I TV FO 5 5' �_ 5 �,� $ "4 } ....-120 0 Tk4- ST ?J_. OO--�_--'r.� .>�` _ — _ — - — _ — _ — _ — O Z I.1.7, 1134 1 140 riw TVP. 1O.trn \a o c� ci U c3 1" COPPER S.C. 2+28.0 _ ' :, .2+ 36.0 (TV)vi vi vi vi I i BURIE„ Q ) . r _ _ — = . R F.O. S.C. 2+1 .0 (N) i 1 I i li CASING PIPE TO BE INSTALLED OR ALL SERVICE CROSSING OF THE IAIGE DIAMETER I - — - — _ — - — - — - — - —(_' STORM SEWER ON CHERRY STREET I 'T 24+50 25+00 25+50 26+00 26+50 27+00 767 766 765 764 763 762 761 760 759 758 757 756 755 754 753 %- ----—-—-—-—-—-— -------- -- W 7 I w�.CC 1 +05.0 (1) I F7 W �' _-J _ Q c.i I I ]P N E N I SAC 9P4P4U 0 (TV I` S.P. 0+17.0 (TV) 1 i 27+50 WATER MAIN FITTING SCHEDULE 767 D-B = DEFLECT STA =26+06.1, 8.0' LT 766 STA. 8" W.M. EL. (TOP) 765 26+06.1 (DEFLECT.) 760.08 764 26+70.3 (CONN.) 759.00 763 762 MAIN CONNECTIONS CO.23 a CONN. EX. 60' STO. TO PROP. 60- STO. @ 755.9t 761 CO.24 a CONN. EX. 8. WM TO PROP. 8" WM 760 759 758 757 756 755 754 753 24+50 25+00 25+50 26+00 26+50 27+00 27+50 D 88 DATUM BENCH MARKSDESCRIPTION PLAN DESIGN INF RMTION PLAN REVISIONS DESCRIPTION TE BY SANITARY, STORM & WATER MAIN NO. STATION DESIGN DATE DECEMB R 2023 ISSUED FOR BID 1/ 6A2 24 9 26+62 PK NAIL ON LIGHT POLE 1153 CHERRY ST. .84 �ELEV. CHERRY STREET DESIGN ENGINEER SAN/WAT: MWN DESIGN ENGINEER STO: CMC FROM STA. 24+50 TO W. NEW YORK AVE. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 24-07 SHEET 20 OF 36 1 1 I I i I I I I I I I It 1 E4 I C. 1 Ospecr q VE i 22.0' 75'BUR$ 0 83 0 83 U t 660 r _ i' r' ' Il N6 51.7$' ti ;' 83 +a F.d. (ABAN 0'-__� P IP 1 P L\HER t C 28 '103.0 G i _ __ _ _ __ vl F 12. ,8T ! P-38 ,.,,gyp od N , ,O. CIPP GINEq NOP" 1, wM EGAY - _----`I_`.l ' ! rN /1r�UNEr \t \, ,ti• I J -��� r.. \ , , . �%" W 1ag,4 L.F • \ 1,1NER �,-- ' 9.4 w _ P '(O'C\,-""`- � r' ,.. 5j � -J i sz - q1 p 12 q 1 i--- 42 1` - 63 \ g4lp 3"J ''' 52.0 - - - _`t"--------_ \ S _ O : . A 843 � :r Zb � - ,r '1 ' r n . i J-- 0-25 o G��p0 IN�25 �, �•: SSG O ` U N I _ •... TVP. t 833 A/L/XTERAL CONNEC1PWATER SERVICES ON PROSPECT AVE: 810 ITEM (#4041) LC•1= 15" MAIN, 4 / 6" LAT. CONN. LINER FURNISH & INTSTALL i J" PE WATER SERVICE (RELAY). ALL rn LC•2= 15" MAIN, 4 / 6" LAT. CONN. LINER SERVICES SOUTH OF THE PURPOSED 8" WATER MAIN WILL BE \ i INSTALLED IN A TRENCHLESS METHOD.' 0 , / LC•3= 15" MAIN, 4 / 6" LAT. CONN. LINER LC 12" MAIN, 4! 6" LAT. CONN. LINER ALL CIPP LINING TO BE COMPLETED PER SECTION 3900 OF THE \, STORM MH (4' DIA) N-37 STA. 40+53.81, 12.0' RT RIM=766.59 12"(NE)=761.49 12"(M=761.49 40+00 40+50 DEPTH=4.35' 41+00 767 766 765 764 763 762 761 760 759 758 757 756 755 754 0 V'� \\ � '�i i \" \\ G OPpEK •' IP \� N � c1 t ••\ �� •1 y j \1\ \ � 3 lei `, , �, 1 1769.13 LC-5= 12" MAIN, 4 / 6" LAT. CONN. LINER STANDARD SPECIFICATIONS FOR THE CITY OF OSHKOSH WHICH I INCLUDES ALL CC TV FOR SUCH UTILITY WORK. _.: 45 _ S02 CIPP GINER W ((ABAN.) Lc / C NN i i 0, I i 1 +� ; 813f I 41+50 42+00 42+50 43+00 43+50 44+00 44+50 STORM INLET 1.16 STA. 43+28.33, 14.0' LT RIM=765.22 12'(S)=762.72 45+00 SUMP=1.50' DEPTH=4.00' STORM INLET 1.17 767 STA. 43+33.61, 14.0' RT RIM=765.28 12"(NM=762.71 766 SUMP=1.50' DEPTH=4.07' 765 PIPE SEGMENTS 764 P-38 = 23.8 L.F. 12" STO. @ 0.10% P-39 = 7.0 L.F. 12" STO. @ 0.10% 763 WATER MAIN FITTING SCHEDULE 762 V-02 = 8" VALVE STA: 40+74.1, 9.8' LT 761 B-21 = 8" 22.5° BEND STA.=42+25.2, 8.2' LT V-41 = 8" VALVE STA. 44+53.1, 8.0' LT V-00 = 6" VALVE STA. 44+54.9, 10.1' LT 760 H-8 = HYDRANT STA =44+54.9, 16.5' LT T-12 = 8" X 6" TEE STA=44+54.9, 8.0' LT 759 V-39 = 8" VALVE STA=44+57.3, 8.0' LT STA. 8" W.M. EL. (TOP) 758 40+74.1 (CONN.) 760.23 40+74.1 (VALVE) 760.23 757 42+25.2 (BEND) 759.33 44+53.1 (VALVE) 757.98 756 44+54.9 (TEE) 757.98 44+57.3 (VALVE) 757.98 755 MAIN CONNECTIONS 754 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 CO.25 a CONN. EX. 12" STO. TO PROP. 12" STO. @ 761.51 CO.26 a CONN. EX. 12" STO. TO PROP, 12" STO. @ 761.51 CO.27 a CONN. EX. 8' WM TO PROP. 8' WM CO-28 = CONN. EX. 12" STO. TO PROP. 12' $TO. @ 762.41 CO-29 = CONN. EX. 12" STO. TO PROP. 12" STO. @ 762.41 CO-30 = CONN. EX. 12" STO. TO PROP. 12" STO. @ 762.71 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN PROSPECT AVENUE FROM ELMWOOD AVE TO STA. 45+00 N0. STATION DESCRIPTION ELEV.DES -' DATE '- -"GN DECE `- ISSUED FOR BID 1/16/2024 10 40+71 HYD. TAGBOLT NE CORNER OF PROSPECT & ELMWOOD 769.13 11 44+66 PK NAIL ON LIGHT POLE 823 PROSPECT AVE. 767.69 DESIGN ENGINEER SAN/WAT: MWN DESIGN ENGINEER STO: CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS zo ao SCALE IN FEET: o CITY CONTRACT 24-07 SHEET 21 OF 36 ' PROSPECT AVENUE BURIED `y✓H1Y/N1LViP' GAS O I� N F.O. O N N U miI N ITT I 828+4 76 ++8 822 IU�WN �W II �oWN�� I� Oi N 730 },.; I_..._._...._ U c,�/' ,',,y•'�\ n: ) C�W.j 2.0I ,_..�u�t Ul J57a_3.,.�i I 0' 1.75'U 51.75' '. 310 vivl TYR 40.0' 500' vn vi vl 50.vi 50.5 5 II r,�(y �l.•-% r-Win fI 51.75' 74 0' 0 .5,tI r l �� � ..._ -I i r.. � � � �0 FO FO 1 1P FO FO I V-41 V•40 I I I V-38 V-37 J w TA2V-39 45 00 460 M C BC"- R: EL--A-j-'Y 700 ( C38 00 C LC-13 49 00 LC•1b5 RTA(F_LC(4-9-1861 PIR�O�", . 8" WFLMIC 000 0L jAN,) 8W .F0- IPP LIN.yCfi'Ewt1t . SS502S SS 10 j .4 L.F. 12" SAN. CIPP LINER L- o E _-.- FnBm —' 77r I�.. -. I \,.ti.° f_asa.oz 75,7 69 ( 4gY 50 0 51 itiI. -E6...rKPRO-P .R 51.5' 53_0' 1 �.w .5' 53.0' _84LC.O ". -oN-•I ,ro -0 c5aL :i' T c�1• N.+—j` 767.0'5 I,Ii-.W s- zs'� IIC!f' NC� • -�%� ...P i / 741 737�n I 817 (�s 82731- Now �N MN N0757 w O w 751 No ++ 731+N OmAB n+ + O BURIED IF813 - FA 0 M� +6 F.O. 6 6 6 (3 (3U U (n VI vi Vi I vi I Vl N I V! vl N V) vi w ui 'ALL I LATERAL CONNECTION LINER (n WATER SERVICES ON PROSPECT AVE: 81D ITEM(#4041) FURNISH & INTSTALL 1 }" PE WATER SERVICE (RELAY). ALL SERVICES SOUTH OF THE PURPOSED 8" WATER MAIN WILL BE INSTALLED IN A TRENCHLE S METHOD LC 5= 12" MAIN, 4 / 6" LAT, CONN. LINER LC-11= 12' MAIN, 4 / 6" LAT. CONN. LINER i LC-6= 12" MAIN, 4 / 6" LAT. CONN. LINER LC-12= 12" MAIN, 4 / 6" LAT. CONN. LINERALL CIPP LINSING ON 3900 OF THE LC•7= 12' MAIN, 4 / 6' EAT. CONN. LINER LC•13= 12" MAIN, 4 / 6" EAT. CONN. LINER BE COMPLETED PER IOSHKOSHH STANDARD PECIFFIICATIONS FOR THE CITY OFWHICH INCLUDES ALL CC TV FOR SUCH UTILITY WORK. LC-8= 12" MAIN, 4 / 6' LAT. CONN. LINER LC-14= 12" MAIN, 4 / 6" LAT. CONN. LINER LC-9- 12' MAIN, 4 / 6' LAT. CONN. LINER LC-15= 12' MAIN, 4 / 6" LAT. CONN. LINER STORM INLET 1.18 STA. 47+57.23, 14.0' LT RIM=765.75 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 S)= ' 55 SUMP=1.50' j EX. CL --_.._.----__--- -..__.__.-.-_.._ _ DEPTH=3.70 =-AWATER MAIN FITTING 765 765 SCHEDULE 764 ---------------...__._.........-._.._ _.._._..___----------____......._...._- ----_._...-----...-....._....__............._._.._...._...._.....__..._...._._......_ . ' _..._..._._.. -- -- -- - - --- -- """"""" 764 _ 8 VE -----___.__.._.._.._.__......_- ---_.._._...- T-1 = 8' X 6` TEE STA• 48 40.2, 8.9 LT 763 763 H-7 = HYDRANT STA.--48+40.2, 16.0' LT V-37 = 6" VALVE STA. 48+40.2, 9.7' LT 762 -_._.. .. _._.__. -- __.... ..._.... ...__.-_- __ -_____ -_-- ....__._ ._-- .__ . _ .___.__-.__..-._--___—._ _ _--- ---- ---- 7S' 762 V 36 = 8 VALVE STA. 48+43.0LT 761 --..-..-- ----' ------- ---------_.j----- - _-..- -- ----'----------------- --- --- - --- — -- 761 STA. 8" W.M. EL. (TOP) '"�' 760 760 48+36.0(VALVE) 758.98 4980'S 759 ANC PP LINER 8.98 E 98 7 59 48 43. (LV75 '••8 '. . r ROi'. 6" V11 IVI RELA:••'•'.•'•'.�'•'.•'•'.•'•'.�'•'.•'•'.•'•'. 5 0212 " SAN RELAYPROP . 758 • . ' • ' • �" • ' • ..,c_._,_.z�..',_...'.�..'.... - ._. T-11-....P__ - __ 758 - ------ -j _-- 757 — -----.. .- _..----------_.-.._- .-...-----------------.._.._.__...------ ------ --- MAIN CONNECTIONS 757 CO-31 = CONN. EX. 8" STO. TO PROP. 8" STO. @ 763.51 -----..._.._ - _.._.._.._.-- 756 -......_..--- -....__ ...__..--..__.-_---------.__-__-- --- ._._..._. _.---- - ------ I ........ .---------- - .....__ ..._.--- -- ....__. _..- - - --...__.---- - -- ----- - ------ - - ---_.. 756 ''.. 755 755 754 i 754 753 753', 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/1612024 PROSPECT AVENUE 12 48+00 HYDRANT TAGBOLT 9 756 PROSPECT AVE. 768.32 DESIGN ENGINEER SAN/WAT:MVVN FROM STA. 45+00 TO STA. 49+50 DESIGN ENGINEER STO: CIVIC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 zo 4o CITY CONTRACT 24-07 SHEET 22 OF 36 + F-736 1' 0- 53.0' PR?P. 8" WM LC-16 1 DO Ss 498.0 L.F. 10" SA S.C. 1+953/4.7 " PROSPECT AVENUE S.C. 2+23.4 (TV),- L F-730 n F-724 718 131RIED F- C"- UNE 3/4" LEAD NJ I NU F.O. N 54,0' 69.75 89.75' 139.5' IP FO F 0 F6- F. Ip .................. .... . i w 1 �(ABAN.) 51 Ell N PROP. 8" WM RELAY 1 53 11, ss It\ 51. i;' 11 1 1 55,3' 1 - - I 1 Typ. 51.7i 120.0' , , i 'IFII 741 737 NO NF 725 TN of 0 F + no + + ci 1 U 1 d Gi vi ui LATERAL CONNECTION LINER 'ALLWAIERSERVIOES ON PROSPECTAIE: BID ITEM (1110411 t +88.1 S.C. 13/4- (TV, L DID-- FURNISH& INTSTALL 1 J"PE WATER SERVICE (RELAY). ALL SERVICES SOUTH OF THE PURPOSED 8" WATER MAIN WILL BE INSTALLED IN A LC.14= 12' MAIN, 4 6"LAT. CONN. LINER LC-20= 12' MAIN, 4 6" LAT.CONN. LINER Ell TRENCHLESS METHOD.� LC.15= 12'MAIN, 4 6'LAT. CONN. LINER LC -21= 12" MAIN, 4 6"LAT. CONN. LINER uj ALL CIPP LINING TO BE COMPLETED PER SECTION 3900 OF THE LC-16= 12' MAIN, 4 6'LAT. CONN. LINER LC.17= 12* MAIN, 4 t 6"LAT. CONN. LINER LC-22= 12" MAIN, 4 6'LAT. CONN. LINER - - - - - - - - - - - - - - - - - - STANDARD SPECIFICATIONS FOR THE CITY OF OSHKOSH WHICH INCLUDES ALL CC TV FOR SUCH UTILITY WORK. LC-18= 12' MAIN, 416"LAT. CONN. LINER LC-19= 12' MAIN. 4 16' LAT. CONN. LINER 49+50 767 766 765 764 763 762 761 760 759 758 757 756 755 754 753 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 -78.0- 1p 1p N =rZ7 -T= Rruo�n: 7 =T�. B-18 R-6 CO-1 P-34 1 16 all) 33 SAN S GO-18 ss- iC_ .3 4 Oj ojIP P-3 95.0, 45.0 1 "'s 2 ��4 ?O� izz= Y28 5 (TV) 3/4" LEAD +21. 3/4" LEAD C5 Lu 0 LEAD S 8 B (TV) �'� L - ---- - - - - - - - - - - - - - - - - - - - - STORM INLET 1.12 STORM INLET 1.13 54+00 STA. 1 9+71.38,37.6'L. RIM=765.75 STA. 19+99.38, 37.8' LT 12-(N)=762.75 RIM=765.75 12'(S)=762.75 SUMP=1.50' SUMP=1.50' 767 DEPTH=4.50' DEPTH=4.50' . ............ EX. CL ---------------- ------------- ----------------------- ------ N-32 STORM MH (4- DIA) N-32 STA. 19+80.87,37.5- LT RIM=765.94 12'(N)=762.56 4 712'(S)=762.66 DEPTH=3.80' CO-17 V-25 . . . ....... -- - --- ------ - 77-7-77 . . . . . .......... . . . ........... P-29 - - -------- ...... ........ . .. . ..... ............. . STORM MH (8- DIA) V SAN. dipp LINER �Xxxxxxxxxx P. ......... . . .. . . .... ................... .................. N-33 STA. 19+81.63, 9.D'RT RIM=765.87 -60-(N)=756.92 60:(S)=756.92 24 (W)=761.25 DEPTH=15.20' 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 766 765 764 763 762 761 760 759 758 757 756 755 754 753 53+50 54+00 P-29 = 46.5 L.F. 24"STO. @ 0.30% WATER MAIN FITTING SCHEDULE V-25 = 8 VALVE STA .=19+93.8,10.9'LT T-13 = 8:XB'TEE STA.=19+93.9,8.0'LT MAIN CONNECTIONS CO-17 = CONN, EX. 12'STO. TO PROP. 12"STO. @ 762.7± BENCH MARKS - USGS NAVID 88 DATUM I PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY DESIGN DATE 1/16/202 NO-FSTATIONT DESCRIPTION ELEV. DECEMBER 202 ISSUED FOR BID WATER MAIN PK NAIL ON POWER POLE @ 1153 CHERRY ST. 768.02 1 DESIGN ENGINEER SANMAT:MWN PROSPECT AVENUE DESIGN ENGINEER STO CmC FROM STA. 49+50 TO CHERRY ST 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: si-.= CITY CONTRACT 24-07 SHEET 23 OF 36 F -Y-� It - - - - - - - - - - - - - - w i, v 3: z SCOTT AVENUE 0� 2i no 1! 1 ul Lu UJ uj 'o, 4 li IL uj 11 0 IL .4 -CM 01 P ------------ 14 0.1 c� 2" COPPER 0 + V-17 V-18 S.C/ 0+29.6 (TV) ,3 T-4 1 1 1 't r - - (3 0 16; S.C. 0 + lim . ., (3 1 E. . ; --j : �,' [ B F6211' vi I V) 120.22 7MG5� 30.0- 1 -24 J:py-lpj I 0, iDpPLUG END OF ------ Q oA -3-+ Vs. I . . . .. ........ 0 PLUG END OF -w- B-7 PL-1 0-14 w w- ----------------- PIPE B-12 P-1 I B-23 N-28 (V-43 P-17 w C 16 co-1 I Y-11 w W P-10 iol 00 C0.13 11400 jim i 112F40- P 14 CO-12 R N 10% 17�: � I I Y-3 P-18 '19 -20 BM #6 B-5 D-4 P-15 C-1 P-16 R-4 i 76763 R-3 V. I R --)D- R-5 T-5 V-V AN--- ..... . ....... 777 R. . ......................... 7- < L. I--- 120.0' . ... . ........... Ol 60. BURIED11 S.C. 2+97.3 (TV) io W r I) !1 1 F T ----------- /4" LEAD 45.0 S.C. 2 �7 F621A + Vp 3 Typ. (D GA 621 Oi A 7`1 e _2+82.3 (TV) W" 709 + . ....... ,n + + � ; �l 1! 1- 709A c; j nP. UNE ui L vi --j z 2 - I 1� I j I - -B LLI 'Po ig LEAD WOODLAND AVENUE,---1 13 co fA I 1 .0 0 'OLE D (TV) 'o IL m 0 (4 10 Typ- (D 101+00 101+50 102+00 102+50 103+00 PIPE SEGMENTS 766 765 STORM MH (W DIA) N-26 STA. 13+89.66, 54.3' LT RIM=765.86 764 1 5 :(NE)=760.00 Is (VV)=761.01 DEPTH=5.11' 763 STORM MH (IV DIA) N-27 STA. 13+96.34, 46.2' LT 762 RIM=765.77 24-(E)=759.11 15-(SVV)=759.90 761 DEPTH=5.91' 760 STORM MH (7'x7' BOX) N-28 STA. 13+98.84, 95RT RIM=765.83 759 60.(N)=757.79 38-x60"(E)=757.79 24-("=759.00 758 DEPTH=7.29' 757 STA. 6" W.M. EL. (TOP) 756 13+95.7 (CONN.) 761.81 1 3+95.7 (BEND) 761.81 13.95.8 (BEND) 1-- 755 1 3+93.2 CrEE) 759.36 13+77.6 (BEND) 759.23 754 13+78.2 (BEND) 759.24 1 3-80. 5 (BEND) 759.04 14+00.2 (BEND) 761.93 753 14+00.2 (CONN.) 761.93 752 STA. 8" W.M. EL. (TOP) 13+76.2 (REDUCER) 759.32 751 13-79.5 (DEFLECT.) 759.36 13+79.0 (VALVE) 759.36 13+79.5 (CROSS) 759.36 750 13+79.6 (VALVE) 759.36 13+80 6 'REDUCER' 75912 - EX. CL 0 � gmffi FEMME m 12"XB"TEE SANITARY MH Y-li 13+87.90,45,7'LT RIM=765. 94 12'(VV)=755.20 . ... ......... . . DEPTH=9.99'--i1 - - ----- .......... i SANITARY MH Y-9 SANITARY MH Y-3; STA. 13+87.66, O.O'T STA. 13-88.43,41.3'RT RIM=705.95 -RIM=765.93 . . .......... . 10-(S)=749.75 8-(VV)=749.92 8 (N)=749.75 12'(E)=755.48 T R-?4c.92 I 8-(E)=749.75 1w- DEPTH=15.45' 7 8 DROP(E) = 5.58- 12'X8- TEE REQUIR DEPTH=15.27' 101+00 101+50 BENCH MARKS - USGS NAVD 88 DATUM xoTSTATION DESCRIPTION 5 11 4+10 1 HYDRANT TAGBOLT (a) NW CORNER OF CHERRY 6 1 6+98 HYDRANT TAGBOLT @ 926 CHERRY ST. CITY OF OSHKOSH, WISCONSIN P'l I m 10.5 L.F. 15: STO. 1.00% 766 P.12 = 55.8 L.F. 24 STO. @ 0:20% P"l 3 = 40.0 L.F. 38"x60'STO. @ 0.15% 765 P"14 = PROP 6"WM RELAY P'l 6 = PROP 8"WM RELAY P-1 6 = PROP 8. WM RELAY 764 P-1 7 = PROP 6"WM RELAY 763 WATER MAIN FITTING SCHEDULE 762 V-13 = 8 VALVE TA3-76.6, B.O'LT B-5 = 6:.0 45' SEND STA .=13+77.6,59.1'LT R"3 = B"X6"REDUCER STA.=13+78,2,48.4'LT 761 D-4 = DEFLECTION STA,=13+79.0,33.9'LT V-15 = 8 VALVE STA.=13+79.5, 10.5 LT 760 C-1 = 8:X8"CROSS STA.=13+79.5.8.0'LT V-16 = 8 VALVE STA.=13+79A5.1'LT B-6 = 6:45* BEND STA.=13+80.0,61.8'LT 759 R-4 = 8'X6"REDUCER STA.=13+80.5,43.1'RT B-9 = 6 45'BEND STA.=13+80.5 45WRT 758 V-14 = 8:VALVE STA.=13+82.1 , 8.�, LT :-22 = 8'45'BEND STA.=13+87.5,8.0'LT 23 = 8"45'BEND STA.=13+91.4,8.0'LT 757 B-8 = 6"45'BEND STA: 13+95.7,66.6'LT B-T = 6"45* BEND STA .=13+95.8,63.9'LT 756 T-14 = 6"x6"TEE STA .=13+95.9,62.7'LT PL-1 = 6"MJ PLUG STA .=13+96.0,60.9'LT 0-10 = 6"45'BEND STA.=14+00.2,64.3'RT 755 V-43 = 6. VALVE STA .=14+00.2,67.2'RT 8.24 = 8"45' SEND STA .=14+04.4,8.0'LT 754 B:25 = 8"45* SEND STA.=14+07.7,8.0'LT HYDRANT STA .=14+32.1,24.0'LT V-17 = 6" VALVE STA.=14+32.1,10.2'LT 753 T-4 = 8"X 6" TEE STA.=14+32.1, 8.0'LT V-18 = 8" VALVE STA.=14+34.2,8.0'LT 752 MAIN CONNECTIONS 751 CO-1 0 = CONN. EX. 6'WM TO PROP. 6'WM C0.11 - CONN. EX. WSTO. TOPROP. 15"STO. @761.00± 750 C0.1 2 = CONN. EX. 1 2"Xi9" SAN. TO PROP. 12. SAN. @ 755.21 ED C0.1 3 = CONN. EX, 12"XI9"SAN. TO PROP. 12"SAN, @ 755.51 749 CO-14 = CONN. EX. 6" WIVI TO PROP. 6'WM 102,00 102+50 103+00 PLAN DESIGN INFORMATION PLAN REVISIONS s DESIGN DATE DECEMBER 2023 I 13 DESIGN ENGINEER SANIWAT: MWN DESIGN ENGINEER STO: CMC JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: STORM MH (W DIA) N-29 STORM MH (8- DIA) N-30 STORM MH (8- DIA) N-31 STORM INLET 1.6 STORM INLET 1.7 STORM INLET 1.8 STORM INLET 1.9 STA. 17-07.42, 35.6'LT STA. 17+08.31, 9.0' RT STA. 17+28.75, 9.0' RT STA. 16+88.16, 35.2' LT STA. 17+12.22, 35.7' LT STA. 17+28.75,16.0' LT STA. 17+28.75, 16.0' RT RIM=764.98 RIM=764.96 RIM=764.91 RIM=764.79 RIM=764. 92 RIM=765.27 RIM=764.77 24-(E)=750.30 60:((N)=757.33 60'(N)=757.30 12'(N)=761.79 12"(S)=761.92 12'(E)=762.27 12'(VV)=761.77 = - 60 = - = - = , = ' 12'(N)=761.87 24-(VV)=759.21 12-(W)=762.02 SUMP=1.50' DEPTH=4.50' SUMP=1.50, SUMP=1.50' 24'(M=759.30 DEPTH=6.88' 12-(E)=761.70 DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.93' DEPTH=6.86' 111+00 111+50 112+00 112+40 STORM INLET 1.10 STORM INLET 1.14 STA. 17+34.75, 16.0' RT STA. 17+34.75, 16.0' LT RIM=764.79 RIM=765.29 12-(S)=761.79 12'(S)=762.29 766 SUMP=1.50' SUMP=1.50' DEPTH=4.50. DEPTH=4.50' 765 P-19 = 19.3 L.F. 12'STO. @ 1.00% P-20 = PROP 8"VVM RELAY P-21 = 44.6 L.F. 24" STO. @ 0.20% P-22 = 20.4 L.F. 60"STO. @ 0.15% P-23 = 6.0 L.F. 12'STO. @ 0.33% P-24 = 25.0 L.F. 12"STO. @ 1.00% P-25 = 6.0 L.F. 12"STO. @ 0.33% P-26 = 7.0 L.F. 12* STO. @ 1.00% P-40 = 10.0 L.F. 24" STO. @ 0.20% P-41 = 4.8 L.F. 12* STO. @ 1.00% WATER MAIN FITTING SCHEDULE H-4 = HYDRANT STA .=16+84.3,44.TLT V-19 = 8" VALVE STA.=16+89.7, 8.0'LT V-22 = 6" VALVE STA.=16+90.3,44.8'LT B-11 = 6'45' SEND STA.=16+91.7,49.4'LT R-5 = B"X6"REDUCER STA.=16+91.7,48.3'LT ".23 = W VALVE STA.=16+91.7,46.7'LT T-6 = B"X6"TEE STA.=16+91.8,44.9'LT T-5 = B"X8"TEE STA.=16+92.4,8.VLT V-21 = 8:VALVE STA.=16+92.4,10.3'LT V-20 = 8 VALVE STA: 16+95.6, B.O'LT B-12 = 6'45* SEND STA.=17+03.6,62.1- LT MAIN CONNECTIONS CO-1 5 = CONN. EX. 6' STO. TO PROP. 6" STO. @ 763.01 CO-1 6 - CONN. EX. 6"WM TO PROP. 6'WM DESCRIPTION ISSUED FOR BID 764 763 762 761 760 759 758 757 756 111+00 111+50 STA. 6" W.M. EL. (TOP) 17,03.6 (CONN.) 760.07 17+03.6 (BEND) 760.07 16+91.7 (SEND) 758.44 DATE I BY 1/16/2024 CITY CONTRACT 24-07 44.6 L.F. STO. (a) C 766 765 764 763 762 761 760 759 758 757 756 112+00 112+40 STA. 8" W.M. EL. (TOP) 16+91.7 (REDUCER) 758.44 16+91.7 (VALVE) 758.52 16+91.8 (TEE) 768.52 16+92.4 (VALVE) 757.65 16+92.4 (TEE) 75T59 SANITARY, STORM, & WATER MAIN SCOTT AVE. & WOODLAND AVE. INTERSECTION TIE-INS SHEET 24 OF 36 E - - - - - - - - - - W .� j ' N F.O. I ! i o I .:' Wo- I o II - aI 1344� L(TV) -_-g R ' ® 1 I ( I I ( ,�o �Fi� ; N I - I - - - - - - - 5 K F 3 4" LEAD I I rn o: io 1 1 .. N ,.SIN 3 N i :, o/ a , I z zz VINE AVENUE I to / O LL TYP. 1 -_- v �,C. 0+55.2 (TV) JV-35 f 60.1 TV ..., ro '•• ILL j _ <0 0 1 ! rn n o n I 3 4„/LE iy �co o LL Iq �-_.: .!:._�,.� I I m ( c� + +� I ± 3/4' LFAD _ S/C+ ( ) ... --- _ 1 I_.. io eti a t o S.C. 1+72.4 (TV) ti ti i N 8Ma1B V3I ( w 1 YP. 2 I 620 _- 4 V v I V U 714 L770.15 H$ N O do O!lE .-_� V1 N I VI VI O N ` 11 I I 12 0 LF o(j ,0' BM a7 h :-!0`.-..� I 4�123 I CA SINPPE G S r- S.C. 1+95.7 (TV) ! i Imo...:_•.,... ! _ O� -_.-- -_. _ _._-._ ,.. ll�-AJR _JI_ � I� I �� I 175 p3_� Q / 1 N 36 E /�} --- �- - _ TYP. 1 :I - ! <.'V r-_ ... i._- -dB 20 O . ! B•74 I Rwa1>:) I B•18 i! I I W W C0.22 -ow) - . R-6 CO-19 ..... - W V-32 _ Q3 03 IP GU.4NE h ! p A V-28 B•13 B-15 8.16 P 34 B•17 9 P V-44 I ! I I V-31 ;I 60 rn i ' '' P-33 61 001 ! I ! -t-6 00 62 40 120+ ! 12 &1Y10 1 1 2� 0 �{' N S.C. 2+23.4 (TV ` N-35 I I . �tM,.i/ p „ -I. ' !I1 :� T7-_,:�=� �I N•134R i,fIP T"I _P 1I31P24 I ' _i `%(: , -- S-S- -i- I -- I SS SS SS SS g C0.t8 Q` L+EAD 09.9 R(T v) Eoc) 3/4' LEAD o-S H-5 --Am/P. O 0j V )7 IP - BURIED 1 0F.O. 3�'.,COPPE(rv)PECT PROS . PROSPECT AVENUE o 84 __ �' - - r -- eao V 25 V-26 w ' !o N 1 ....GAS :o II �MM CI: iII oo PROP 8" WM RELAY T-13 LINE12 K co + + I Nij4 I: 11 iW-O _ -----, ._. i P•29 `Wwi-/ .m. SS i vi i v) S.C. 0+68.83 n_-- = P27 o vl N3/4L � S-C-2428.5 (TV) I I t- ------ - - - --- pi (_ s N AVENUE _ .. IP - 3/4" LEAD I (TV)???? 60+00 60+50 61+00 61+50 STORM MH (4' DIA) N-32 STORM INLET 1.12 767 766 765 764 763 762 761 760 759 758 757 756 755 754 STA. 19+80.87, 37.5 LT RIM=765.94 STA. 19+71.38, 37.6 LT RIM=765.75 24"(E)=761.39 12'(N)=762.75 767 12"(W)=762.00 SUMP=1.50' 12"(N)=762.56 DEPTH=4.50' 12'(S)=762.66 766 DEPTH=3.80' STORM INLET 1.13 STA. 19+99.38, 37.8' LT STORM MH (8' DIA) N-33 RIM=765.75 765 STA. 19+81.63, 9.0' RT 12'(S)=762.75 RIM=765.87 SUMP=1.50' 60-(N)=756.92 DEPTH=4.50' 764 60-(S)=756.92 24'(M=76t.25 STORM INLET 1.14 763 DEPTH=8.20' STA. 20+24.84, 34.8' RT RIM=765.70 STORM MH (8' DIA) N-34 12'(N)=762.70 762 STA. 20+38.34, 9.0' RT SUMP=1.50, RIM=766.09 DEPTH=4.50' 60(N)=756.83 STORM INLET 1.15 761 60"(S)=756.83 24"(E)=760.00 0+8 2 STA. 34.5' RT . DEPTH=8.51' 02.83, 12'(S)=762.70 760 SUMP=1.50' STORM MH (4' DIA) N-35 DEPTH=4.50' STA. 20+38.74, 34.6' RT 759 RIM=765.98 24"(VV)=760.05 12"(S)=762.56 758 12"(N)=762.46 12"(E)=762.80 DEPTH=5.16' WATER MAIN FITTING 757 SCHEDULE 756 V-24 = 8" VALVE STA=19+91.1, 8.0' LT V-25 = 8" VALVE STA =19+93.8, 10.9' LT 755 T-13 = 8" X 8" TEE STA=19+93.9, 8.0' LT V-26 = 8" VALVE STA=19+96,6, 8.0' LT H-5 = HYDRANT STA=20+24.8, 24.0 LT 754 V-27 = 6" VALVE STA =20+24 8 10 T LT PIPE SEGMENTS WATER MAIN FITTING SCHEDULE D-7 = DEFLECT STA =22+25.1, 8.0' LT 8.19 = 8" 45° BEND STA=22+75.0, 48.1' LT V-32 = 8" VALVE STA=22+75.5, 12.0' LT T-9 = 8" X 8" TEE STA=22+75.6, 8.0' LT V-31 = 8" VALVE STA=22+73.1, 8.0' LT V-33 = 8- VALVE STA=22+79,1, 8.0' LT 8.20 = 8" 45° BEND STA=22+80.7, 53.2' LT H-6 = HYDRANT STA=23+11,0, 23.5' LT V-34 = 6" VALVE STA=23+11.0, 9.5' LT T-10 = 8" X 6" TEE STA=23+11.0, 8.0' LT V-35 = 8" VALVE STA=23+14.0, 8.0' LT STA. 8" W.M. EL. (TOP) 22+80.7 (CONN.) 762.23 22+80.7 (BEND) 762.23 22+75.0 (BEND) 762.02 22+75.5 (VALVE) 761.22 22+75.6 (TEE) 761.21 121+00 121+50 768 767 766 765 764 763 762 761 760 122+00 122+40 768 767 766 765 764 763 762 761 760 121+00 121+50 122+00 122+40 SANITARY MH Y-7 SANITARY MH Y-10 STORM MH (8' DIA) N-36 STA. 22+67.66, 0.0' LT STA. 22+67.09, 45.4' LT STA. 22+95.26, 9.1' RT RIM=767.73 RIM=767.50 RIM=767.63 8"(S)=753.27 6'(W)=760.82 60'(N)=756.45 8'(N)=753.27 DEPTH=5.93' 60'(S)=756.45 DEPTH=13.71' DEPTH=10,43' 60+00 60+50 61+00 61+50 T-7 = 8" X 6" TEE STA=20+24.8, 8.0' LT V-25= 8"VALVE STA=20+48,6,8.0'LT MAIN CONNECTIONS PIPE SEGMENTS STA. 6" W.M. EL. (TOP) STA. 8" W.M. EL. (TOP) V•29= 8"VALVE STA=20+51.8, 5.3'LT P•27 = 9.5 L.F. 12" STO. @ 1.00% 20+52.5 (BEND) 759.25 20+51.8 (TEE) 759.89 T-8 = 8" X 8" TEE STA=20+51.8, 8.0' LT 8.13 = 8" 45° BEND STA=20+51.8, 3,6' LT CO.21 = CONN. EX. 8' SAN. TO PROP. 12" SAN. @ 760.81 CO.22 = CONN. EX. 8" WM TO PROP. 8" WM P•28 = 18.5 L.F. 12" STO. @ 1.00% 20+55.4 (BEND) 761.73 20+51.8 (VALVE) 759.89 g-14 = 8" 45° BEND STA=20+51.9, 0.4' RT P•29 = 46.5 L.F. 24" STO. @ 0.30% 20+55.4 (CONN.) 761.73 20+51.8 (BEND) 759.89 g-15 = 8" 45° BEND STA=20+52.1, 19.8' RT P•30 = 56.7 L.F. 60" STO. @ 0.15% 20+51.9 (BEND) 755.34 B-16 = 8" 45° BEND STA=20+52.1, 23.4' RT P•31 = 25.7 L.F. 24" STO. @ 020% 20+52.1 (BEND) 755.34 R-6 = 8" X 6" REDUCER STA=20+52.5, 56.7' RT P-32 = 13.9 L.F. 12" STO. @ 1.00% MAIN CONNECTIONS 20+52.1 (BEND) 759.33 g.17 = 8" 45° BEND STA= 20+52.5, 58.8' RT P•33 = 24.1 L.F. 12" STO. @ 1.00% 20+52.5(VALVE) 759.33 V-30 = 8" VALVE STA=20+54.9, 8.0' LT P-34 = PROP 8" WM RELAY CO.18 - CONN. EX. 12" STO. TO PROP. 12" STO. @ 762.11 20+62.5 (REDUCER) 759.33 g-18 = 6" 45° BEND STA=20+55.4, 61.6' RT CO.19 = CONN. EX. 6" WM TO PROP. 6" WM V-44 = 8" VALVE STA=20+52.5, 55.7' RT BENCH MARKS - USGS 88 DATUM PLAN DESIGN INFORMATIONDECEMBER PLAN REVISIONS ESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN NO. STATION DESCRIPCRIPTIONION ELEV. DESIGN DATE 2023 ISSUED OR BID 1% 6/2 24 PROSPECT AVE. & VINE AVE. 7 1 20+613 1 HYDRANT ARROW 0 NE CORNER OF CHERRY& PROSPECTI 769.13 DESIGN ENGINEER SAN/WAT:MWN 8 22+90 HYDRANT TAGBOLT NW CORNER OF CHERRY & VINE 770.15 DESIGN ENGINEER STO: CMC INTERSECTION TIE-INS CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 24-07 SHEET 25 OF 36 Ld BRADLEY STREET t I, � � �S�oRM 3 9.5 L.F. 4SAN. CIPP LINER —too 422.9 L.F. 12"SAN. 'CIPP LINER w w w w w EX. 8"W w w w W w w— TV- ..... ....... of 0A CIA Ol Di of -oj 507.0, BURIED F.D. BRADLEY STREET z i z a--o—� Lli L'i :2 u� < ILLJ LLJ lc/-) < Ld 191 +-1 :2 olf 10 1544.97' I cf) ----- --------------------------- --- + ......... . . .. - ..... . .... ... . . ..... 3-- . . . . ....... . .......... . ................ .. .. . .......... ............... ...... ..... ------ . . ........ 422.9 L.F. 12" SAN. CIPP LifiNSEN)a F;2 �oa 7n*nn —17 427.1 L.F. li" SAN e-N w W W W w EX. W Wm w E) (B w- -oj oj cj—11 Oj -0 —, 77 .... . ...... . .. ....... 0 . ......... 258.65' 30.0, GAS ME 181.3 . .... . ....... ----- 249.66' F3.1 0 F2T5. 2946 BURIED ELECTRIC E2920] J14 BURIED F.O. BENCH MARKS USGS NAVD 88 DATUM LAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY SEWER 0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 BRADLEY STREET DESIGN ENGINEER SANMAT: MWN FROM W. WAUKAU AVENUE TO STA. 72+65 DESIGN ENGINEER TO: CMC 0 20 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 410 ..i CITY CONTRACT 24-07 SHEET 26 OF 36 STRUCTURES CONDUIT SEGMENTS MAIN CONNECTIONS P:-1 - 18"PULL BOX - STA. 0-96.20,28.9'LT BOX P -2 -18'PULL BOX- STA. 2+58.64, 26.9' LT P-1 = 19.5 L.F. OF 3* CONDUIT CO-1 = CONN. PROP. 3* ELECTRICAL CONDUIT TO EX. PULL UJ BOX PS-3 .18"PULL BOX -STA. 4+30.25, 27.2' LT PS-4 - 18"PULL BOX - STA. 7+74.82,27.2'LT P-2 = 23.5 L.F. OF YCONDUIT CO-2 = CONN. PROP. 3" ELECTRICAL CONDUIT TO EX. PULL > P-3 = 6.2 L.F. OF 3" CONDUIT CO-3 = CONN. PROP, 3' ELECTRICAL CONDUIT TO EX. PULL CABINET LB-1 - TYPE 5 BASE - STA. l+`14.00,21.0'LT CHERRY STREET LB-2 - TYPE 5 BASE - STA. 2+60.00,21.0'RT LB-3 - TYPE 5 BASE - STA. 4-30.00, 21.0'LT LB-4 - TYPE 5 BASE - STA. 6+05.00, 21.0' RT LB-5 - TYPE 5 BASE - STA. 7+75.00, 21.0'LT f P 2 2 552.11 PB-I . . ...................... . . ... ..... ............. .. .. .. ....... ........ . . .... - --- --------- 6.5L.F. OF CONDUIT 171.6L.F. OF 3" 214.6L.F. OF3"CONDUIT - P-1 ------- --- Ml LBA S.C. 0+22 1 (TV) 3/4�' LEAD 0 9 9 0 9 9 SS _SS __SS_ SS ss— Ss ss— X �AN e T w LL w w . . . . . . . . . . ............ . . ....... - - ----- -4. - — - — - - — - — - — - — - — FO - ----- - - — ---- ... ....... . ....... ........... T_ --- - ............ . .... . ............. 51 17' S.C. 1+46.2 CAP-2 .... . .......... ...... 740 F F720ivl 3/4- LEAD (3 (3 S.C. 1+31.4 (TV) vi • NOTES: (n 3/4" LEAD THE SCOPE OF THE WORK SHALL INCLU.1B ALL UNDERGROUND CONDUIT AND PULL BOXES; UNLESS OTHERWISE NOTED OF CONTACT DAN KUSSMANN "SCOOTER" T ELECTRICAL DESIGN IS ONLY AN APPRO)JIMATION LOCATION. - — - — - — - — - — - FOR FIELD PLACEMENT. (920-3794127)1 L — - — - — - — — - — - — - D RALL ROAD PAVEMENT SCH 80 PVC SMALL BE INSTALLED UN E SCH 40 PVC MAY BE INSTALLED WHEN NOT UNDER ROAD PAVEMENT -FINISHED GRADE FOR COMMUNICATION V�ULT & PULL BOX SHALL BE DETERMINED IN TH E FIELD BY THE ENGINEER liol - — - — - — - — - — - — S.C. 1+98.0 (TV) S.C. 2+01.0 (TV) CHERRY STREET li L _C uj 1" COPPER Z LLI> + 5� c 8, 'q 1 a813 1 817 — vi (3 821 F I 552.1 =r',112 1 V cil co-1 PB-2 110.20' T STUNST S ST i 5" io 0. 'T 05 C) 0.0 5jj 3, 45 30.451 _ _ I __.l. CC )NOU—IT'_ FO P-4 . ......... 4�3 -F- OF 3 .... . F EX C, %BffiN PT� �!:_ ET COI . ...... U -1716L.F. OF3"CONDUIT - . . ..... 214.6 L.F. OF 3" CONDUIT - - ------ --- - ------ �LB-3 - ----- 7; ss- 4+�00 ss Ss QII,p___5:4O0__ SA 7+ 1- + 9+-G) e w---------- *f-- b "J­ 1 —4. ighLL SS-- ss— SS — — _j .. ........... E _EO EO FF --.—EQ— UB-4 07.58' j 20.50\ 151.17' .000, 0.00 ED 00' 80.00 0 (W. ST ST T ............ F750 F74. o T iF8101 4A7- ? 6 ct 1" COPPER 0 n 820 ......... . . + I �DKTT S.C. 3+43.0 (TV) d 0 (TV) cj vi S.S.C. 0+56.0 (TV) ui vi BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 111612024 CHERRY STREET DESIGN ENGINEER SANfWAT: MWN FROM W. IRVING AVE TO STA. 8+50 DESIGN ENGINEER STO: CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 24-07 SHEET 27 OF 36 - - - -� CONDUIT SEGMENTS---------------- I 1 P•5 = 8.4 L.F. OF 3" CONDUIT CHERRY STREET P6 34=.L.F. OF 3"CONDUIT I I I P-7 = 34.8 L.F. OF 3" CONDUIT ' P•8 = 6.3 L.F. OF 3" CONDUIT ' I , PB•22 , I ( I I P•9 = 11.9 L.F. OF 3° CONDUIT I I I I COPPER ( >> >> >> >> >> S.C. 0+(N- O v l v I v l v I v I 1 3�4.1 LTI-) 1 88557A N o� r P7o27A+ + + 0861a 845A 7(3 817 II B-9 ;t 27 ....,T 47 5T821 Ed U I Iil l � ur 1 �.pI V1 I .........__. Vtn sT lI ST NV) II M]N i , VlN n w ?I ` VI % (MS 6 MN S7 .., f ST ST T " T '30.45' ! ( ! T i ,59.32' ST 60.10'1 1 i ST 60,10' _� / t ! i i 57,10' I:I 60.10' F (P,,,� .20' I PB 8 30105 30 45- 4- 1 •I .0.0 47.20' _ _ _ _ PB-7 OF 3° CONDUIT 174.5 L.F. OF 3" CONDUIT 170.4 L.F. OF 3" CONDUIT - - 160.2 L.F. OF 3" CONDUIT 87.2 L.F. OF 3" ONDUIT: - - F0. P-4 ' ... - -- - ---- - - -- - _ 44.3 L.F. �p0 ----- t FP _ i ... `-F -Fp-- - P 5 (j - - - --Fp- - --Fp - --- - 0 .1 .. r- F LB 5 .._.. ._ .....__ TPI 00 --- - I I 8+0 I 9+ 0 10 00 11 00 sm 12 00 �n O 13. S S J- SS p CO -- -F0 SS SS SS SS S SS SS u' S 1..__._ ..._: _ _.-- 1 h�Q.-- - FO ..... 1. -- -`-- FO _ - t LB-6 i- '` F - - - t - 0... �._ 0 )= 0 FO- m n a _ -._FO_._ _...... .._ _ . _'-- - -. --- - - - - - - 8 �, 40, Op -i-- ! 60.00' 3b.00' t i I 160.00' I I { i I - -1 _. _. _,T - i._. } 160.00 I t : 60,00' 60.00 V1 60.00' { I 30.4p' 0 U. i 60.D0' "-�o I ST ST ST I ST T 1 �00 r i-, r II : i , .: { ,.` : I T I . •.� 1 i i T ^ I �. I _ I i my _ ; 814A a 838 I 846 ! _ _ n I--- 854 810 m_ I 1 o :r { t Iris 874 1:rlri e o N o M I n N I 112D rF fi22 I + r fi26A I o �p ER L_7 � ' 3+P46.0 (N) + 826 I .C� ti ti Zj �j J ti ti ti ti ti o I In I I I STRUCTURES U I ' I I Ir '1 i ' N I I I I I PE-5 -18" PULL BOX- STA. 9+49.30, 27.0' LT LB-6 - TYPE 5 BASE - STA. 9+50.00, 21.0' RT N I P8.6 - 18" PULL BOX - STA. 11+1 9.67,27.2'LT LB-7 - TYPE 5 BASE - STA. 11+14.00, 21.0' LT PB-7 -18" PULL BOX - STA. 12+79.90, 26.9' LT LB-8 - TYPE 5 BASE - STA. 12+80.00, 21.0' RT PB-8 .18.PULL BOX - STA. 13+59.61, 34.9' LT LB-9 - TYPE 5 BASE - STA. 13+64.30, 47.8' LT I I I - - ___ -- PB-9 - 18" PULL BOX - STA. 14+15.91, 49.0' RT LB-10 _ TYPE 5 BASE - STA. 14+10.05, 46.8' RT i ' I PB-10 - 18" PULL BOX - STA. 14+45.05, 27.5' LT LB-11 _ TYPE 5 BASE - STA. 14+55.00, 21.0' LT I PE-22 - 18" PULL BOX - STA. 13+57.52, 69.7' LT I ( `• it S.C. 0+ •-r to LV4" IRON CHERRY STREET I I I i� l I I, I I D+yJ 4'•� 1 S.C. iN) v v i j F 3 f 4 LtAD I,'i - t I I �jl ° a< I 851A Zm (; 857A <a ; I O�' I oM I �° o I 915A m I o� Ij P-7 Ii ! j iiui n ppA 923A - [jO�5A I, 845A I o N '! ro�a ur 913 N N tD �+ 857 it - LB•9 o 915 +J �+ � i i it P�21 l O m I ria N 1001 I{j �} i I 909 I T _ ' r 857 I N + t -- :I o_ - Iil - 861 905 ua 923 845..._. _ - I T EE p 1 � t l �ci�. 57.10 l i - - /60.10 P-6 ST ;� i S7 i ! i S7 { ; j T PB-8 I 1 `l ' i lli �.-.. 40.0' T '- ! ST �_� S7 t 136.5 J 40.0' ST I 35.0' S7 50.6' \ ST! I I � �I I i I i PB•23 +� - a .16' , 40 T II 1 $0.I o' 47.20' ', i ii { I ,ter I - - - - i -._T �_- T�. ., PB'7 s_ I �. ..._� �.._ .._.-.�-._.` 1 i i PB-10 _,„,:---1- _. 38.5' ... i ._- - -,� -1 .._.._ _ _ 1 PB•N -.._ I I . �-_.. _ _ _: 86.4 I� ->rri :- t ...T -__ _ 'CONDUIT .• I - PB-12 I r-q--I# : I 95.2 ;F. O 160.2 L.F. OF 3" CONDUIT - 87.2 L.F. OF 3" ONDUIT F, 179.0 L.F. OF 3" CONDUIT F t --- T---..._...... - .. ._.......-.. _ -i- ->_. ._ -II '. O 3 ; CeOND T -_..- -� - - -- '-- - -- --- - -- - - - -- - -- - �-- '_.__.�..._ FO.._.._.._ p...._......._- I p_. --_ -Fb-0..... F _ _ _ 171.3 L.F.pF 3" CONDUIT 0 ryry _._F�t� LB-11O12 LO 00 w 13 0 __00 v 15 Op 0 0 SS SS SS �:' S SS ASS SS SS LL;S S SS J - - - - . - - - - - - - - - - - - - - - J _ - - - - - - - - 4 _� - - - - - - - ( �r FO , F0 ------ { I ,_-..j _^ FO f[O F.. LB-12 - -_ ....i� _ ._-...._.. --.._._.._._._._ .....-...._... - - ._.._....._..._ _ -.-_ -.... ... - - LB-6 -` --.. v - -._._......_......................_ _..- _ _.. __........_ _._ 4._..................... _....F..iL _..._F_9_... - -- .._.. 60.00' I � { 30. Di � � � � -r -� �-._..= - -- -- -1;•- � �-_� � �} i -I .00 S7 .. 3 T 60,00 �..: I I T :-._...i 80,0 F ..I .�....40.0, -,.w.� i _ I 7, .17 { 60 j J9 59 59 i( I f 59.1 5 1 ST S ' 1 ST T T 5T I' ;Y ST I S' IL _l i I j i ii f- i i .-. { ._ _ 59.17' ,: o o m i y rry ' -::.\ I I \Z w1 I f-- I i I _.-. __ _ LB-10 I a ° 846 854 J 860 I:I PB-9 90 I i :_ � i J0. II f _ m j Tom; o o 'I L. 1 �. '" o I 906 I I•'f o , }\ ; _ n a n j 926 J i�'T. r o 16 4 �n a ;' I I. P•8 �vw ro O aid �r N r` ' a ,n 988 rn O I I I 914 M+ I n} Mo} no O - :I i +o I + I I 922 M + I + 998 + I 1 I I I' I. i 1_._s '- N N N O \ jt ,,11: I W d cici u I w I N I F` . I !: w N I � I I� ui I I I 1 1 I I Iw > - 1 I I-----------►----------Y/ ��1� Ia------------ 1------� I I I � I 1 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 CHERRY STREET DESIGN ENGINEER SAN/WAT: MWN FROM STA. 8+50 TO STA. 16+50 DESIGN ENGINEER STO: CMC zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 24-07 SHEET 28 OF 36 w CONDUIT SEGMENTS z 0 i P-10 21.3 L.F. OF 3- CONDUIT P-19 4.2 L.F. OF 3, 6.6 L.F. OF 3" CONDUIT P-20 39.6 L.F. OF 3 CONDUIT CHERRY STREET P-1 3 = 3,6 L.F. OF 3. CONDUIT P-21 9.1 L.F. OF CONDUIT P-1 4 = 6.8 L.F. OF 3- CONDUIT P-22 10.7 L.F. OF 3' CONDUIT L w P-1 5 = 22.7 L.F. OF 3"CONDUIT : ; . - I 0 F915A -915 ;F 0 m oo. 91 9A Fq 237A LBA3 015A P12 P 00 ) w B-20 L B-16 -13 UJ v, j a Ld F1 167AI oti±ri w 919 -D�Ly!y- - - .15 5 P 2 I F,-,,-, I F E F 10,91y. 0 r 11171 1 �3 1 135. T 50 6' P11 10 7 60.25" 40.17'; �L7 T r Ail P-2 VT II ITT X CONDUIT PB_I I 1,N oult 41 L.F. C_ . -13 4 I i _j d J J 1 71.3 45.0' 4 T, _zj A-1 i i-ii L )F NDUIT I'D II CONDQIT _FO NOFT .. ........... . .... j ... . ..... j LB -I 8 0 0- bo S --- S. is Ls --- ----------------- --------------- --------- -------- - - - - - - - - - - - - - - --- - - - - -- - - - Iq i: --------- - - --- - - - - - - W - - - I 1wv_ 11 i ........... . .. .... . ........... ------ _FO� ........... . .. _cW ........... -e- UT 59.`17' 59.17' 59.77 '_'. 59.1 7� 59.17'i 60.0" _T1 ST T T ZT) 60.0' isI 60.0' T so. a 47 7 1 lots KE 7 Ij I 17:1 PB-19 m, "6 E�n 926 + + F98o 1 6 rl 01 Ell r9981 + + L + .19 T1 1 08A + - X) 1114 [1114 -r* 1114 0 0 STRUCTURESI:] 1108 1 d ui 3 (3 "i c3 (3 PBAI 18" PULL BOX STA. 16+24.09,27.5'LT LO.12 -TYPE 5 BASE- STA. 16+25.00, 21.0' RT vi . + (3 1" 4 (3- 1114 PB.12-18"PULL BOX STA.17+19.18 09 LB-13 -TYPE5 BASE- STA. 17+14.46, 60.2'LT L BOX STA. 1 7+89,83'3 LT LB-14, TYPE 5 BASE - STA. 17+90.00,21.0'LT PB.13 -18"PUL . 27.6 LT PB.14 - 18"PULL BOX. STA. 19+61.02:22.9'LT LB-15 -TYPE 5 BASE- STA. 19+40,00,21,0'RT c3 vi uj i w PB.115 - 18"PULL BOX-STA. 21+10.74, 27.8'LT LB-167 -TYPE 5 BASE- STA. 19-69.12,61.8: LT I U) Il. J., Jf z PB.16 - 18"PULL BOX. STA. 22+68.83,26.6'LT LEA - TYPE 5 BASE - STA. 20+66.64,46.9 RT PB.19 - 18" PULL BOX. STA. 2040.86,46.5'RT LB-18 -TYPE 5 BASE- STA. 21,10.00,21.0'LT PB.20 .18' PULL BOX STA. 19+65.50,61.8- LT LB-19 -TYPE 5 BASE - STA. 22+87.11, 56.1' LT !'�� 0 uj PB.21 .18"PULL BOX STA. 22+94.26, 48.2' LT LB-20 - TYPE 5 BASE - STA. 23+00.08, 21.0' RT LT PS-23 .18'PULL BOX STA. 17+18,92,52.2 UJ W_ 1 z CHERRY STREET (- 0 Lo UJ iz'l Lu P 20 P L L W> 0 1019 Q" F1 117A] 1 117 0 ) 0'F-1-1 17A] c- <0[ 11171 + �N' 2b o -3 F1_ . .... _T143] V+� 0 Fi 153A �li49 JN + L L 60.25 ), V) I - �­_ ST :P�-2D1 _:B in __j . 113 I F I - -1 5( _ I ati -_ I � 50.0' 1�jl 40.0' 5.0 9 5.0" i1i Ln' 50.0- y'-f [-150. 0 T 1 .1 L uF 3, P-1 4)_ . . ....... . I L_ i T ON U T - ------------ -- - .- .... . . .... '1809 . . . . . . . . . . LB-18 . .... ......... LB-21 9 20 +10 22 00 22 00 24+00 25+00 ----- IT ---------------- ------------ -------- ----- - T ---------------- w= LB Is ................... i. -------- .... . ..... . ..... ---------------_- 17Jz F 0 ED= F.O­­ ------ T IT i _T . .............. ---F50.& 7__ 1-- - --------- J 60.0' L� 60.0' 60.0' -50: el U 48.?' I Of ST 107 51 irk 1 16 1-0ry In + 1026 J 1 Om 1130 1114#4 MID 0 19 1114#3 I __j ti 1'08A 1124 CL - n + 4� + +" ;�,Fi 134 F4 140 0 + + + 1114#2 0 1101 d 1114#1 (3 (3 (3 vi ui ui 6 c3 vi Ili 13 (3 ui vi w cj w Lu 4f) rl w BENCH MARKS USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS ION DESCRIPTION ELEV.DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1116/2024 CHERRY STREET DESIGN ENGINEER SAWWAT: MWN FROM STA. 16+50 TO STA. 24+50 DESIGN ENGINEER STO: CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 49 CITY CONTRACT 24-07 SHEET 29 OF 36 Au ---------------- X� - — - — - — - — - — - — - — - — - — - — - — - z CHERRY STREET Lu T.. Fl i53A S.C. Lu Op E 0.0 I", C 90.0 (TV) .0 (TV) F Z Lu > 19 STRUCTURES P-22 ui +P lm� :P:&21 7 114 F—li 491 _jj Z S.S.C. 1+09..o (TV) 02 - — PB-1 7 - 18" PULL BOX - STA. 24-84.09 27 0: LT - — - — - — - PB-18 - 18" PULL BOX-STA. 26+65.02 274 LT L:-21 TYPE 5 BASE 24+84.49,21.0'LT 1.35' F, 139 S r ST 50.0' rST) 50 .01 120.0 - -STA. L 22 -TYPE 5 BASE - STA. 26+65.00,21.0'RT 50.13" 5o ol+i (TV .11. i �l I . . ...... .......... 153 L.F. OF "CONDUIT . ..... ................ ...... -180.9L.F. OF3'CONDLUhlT--- ------- --- . . . . ..... . .......... C P-8 .0 j cy --- �F P-17 B-21 . ....... .. -- — - — - — - — - — - — - — - — M25 PH. 0 (TV) '77 28t00 29 00 22 00 24+00 01 25+00+ 26t00 . ........... 2 +00 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (TV) CONDUIT SEGMENTS - — -------- -- .................. ... . �__ P-1 7 6.0 L.F. 0 .0, 48.0!_j �2.01 H ED-- 5. 5' 5 1L. 6 F55 120.0 : L B L13-22 --- 1; p L - — - — - — - P-1 8 13.9 L.F. OF 3' CONDUIT — - — - — - — - — - — - F 113o w.jl I HI 4- 1734 Fl 147o N 2_1 + ci p R5J 0 (3 vi (3 li (3 'A Ci S.C. 2+28.0 1" COT®R J- 36.0 (TV) F&P 3,13 1.0 (TV) S.C. 2+ — - — - — - — - — - — - — - 120.0' BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2023 ISSUED FOR BID 1/16/2024 CHERRY STREET DESIGN ENGINEER W FROM STA. 24+60 TO W. NEW YORK AVE DESIGN ENGINEER STO: CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 40 I CITY CONTRACT 24-07 SHEET 30 OF 36 04 N O N M 3 ai a� c a D CY 9 9 m T N N O U T 0 O C 0 (1 m N O N m N O N O 9