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Home My WebLink About23-01 Wis StREGARDING THE CRITERIA OF REASONABLENESS AND BENEFIT This report was prepared and submitted to satisfy the requirements that the City is required to show that the assessments will benefit the properties assessed in the Special Assessments for Concrete Pavement, Asphalt Pavement, Sidewalk (New and Rehabilitation), Driveway Aprons, Sanitary Sewer Main and Laterals (New and Relay), Water Main and Laterals (New and Relay), and Storm Sewer Mains and Laterals (New and Relay) Relating to Contract No. 23-01 assessments as per Wisconsin State Supreme Court Decision (Berkvam vs. the City of Glendale, 79 Wis. 2d 279.255 NW 251 (1979). Criteria of Reasonableness It is the opinion of this office that the assessments are, in fact, reasonable. The assessments have been calculated in accordance with the City of Oshkosh Policy for Special Assessments for assessing costs for street construction. All costs of the street improvements have been assessed to the various parcels according to their assessable frontage. Utility lateral costs are assessed to each lot needing lateral work. Sidewalk and driveway costs are assessed to the abutting property owner based on a square foot cost. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the construction of concrete or bituminous pavement and replacement of the sanitary sewer mains and laterals, storm sewer laterals, and water distribution mains and laterals. The construction of a concrete or bituminous pavement will provide a rideable surface available in all weather conditions. The proposed pavement will be crowned to convey the storm water runoff to the storm sewer system. The utility laterals provide a connection to the mains for each property. The storm sewer system will convey the runoff away from the area. The sanitary sewer and water distribution systems will provide a safe and reliable conveyance system for wastewater and drinking water. Estimated cost of the project is: $2,861,414.40 Proposed Assessments are: $685,767.39 City Cost of the project is: $2,175,647.01 1:\Engineering\2021 - 2030 Contracts\ 2023CONTRACTS\23-01 Wisc St\Project_Information\Reports\Report of Director of PW \23-01 Criteria for Reasonableness and Benefit_6-2-23.docx LAKE BUTTE DES MORTS M N O N N N M CITY CONTRACT 23-01 WISCONSIN STREET RECONSTRUCTION OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 WISCONSIN STREET, W. NEW YORK AVE TO STA. 6+00 6 WISCONSIN STREET, STA. 6+00 TO STA. 10+00 7 WISCONSIN STREET, STA. 10+00 TO STA. 13+50 6 WISCONSIN STREET, STA. 13+50 TO STA. 18+00 9 WISCONSIN STREET, STA. 18+00 TO STA. 21+50 UTILITIES 10 WISCONSIN STREET, W. NEW YORK AVE TO STA. 6+00 11 WISCONSIN STREET, STA. 6+00 TO STA. 9+50 12 WISCONSIN STREET, STA. 9+50 TO STA. 13+50 13 WISCONSIN STREET, STA. 13+50 TO STA. 17+50 14 WISCONSIN STREET, STA. 17+50 TO STA. 21+00 15 UTILITY TIE IN ANNEX AVE.& CONGRESS AVE. 16 UTILITY TIE IN NEVADA AVE. & W. BENT AVE. ELECTRICAL 17 ELECTRICAL PLANS, W. NEW YORK AVE TO STA. 9+50 18 ELECTRICAL PLANS, STA. 9+50 TO STA. 17+50 19 ELECTRICAL PLANS, STA. 17+50 TO STA. 21+00 20 ELECTRICAL PLANS, STA. 21+00 TO STA. 30+00 QUANTITIES 21A-C ELECTRICAL ESTIMATED QUANTITY SHEET 22 PAVING ESTIMATED QUANTITY SHEET 23 LATERAL ESTIMATED QUANTITY SHEET 24 STORM ESTIMATED QUANTITY SHEET 25A-B SANITARYIWATER ESTIMATED QUANTITY SHEET ISSUED FOR CONSTRUCTION: 02107/2023 m 3 N (D O) t V) Ar, M N O N N N M TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE "E" RIGHT OF WAY PAVEMENT SUMMARY - CONTRACT 23-01 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK 6" THRU DRIVEWAY (WHERE REQ'D.) VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES 6" THRU DRIVEWAY (WHERE REQ'D.) PAVEMENT NOTES C/ "B" "B" 1. THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL 1 0 2 0% �I 6 SLOPE = 1.0% MIN. I 4.0%MAX. I .— 6" 1_0 /� BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW I I CONSTRUCTION OR HINGE JOINT AT C/L WITH Y2' X 30" DEFORMED BARS I STREET CONSTRUCTION IF CONFLICTS EXIST. 5. 5 {,,. { : �5..t -' 4' 'y' ' 5•' •5'.. : '. ` .y; 'y''' BACKFILL, TOP SOIL, _ y.: :: • ..,;->.....,__".;. ;: :<n=-;•.n.y':.:: .:.:a,:,}..;..r:,...;...,. 'y "'y { ., .. ,; .;, a=.;r 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK AND FOR TURF RESTORATION WORK. c.,>,:.,._.. _..,.�:: � :z,.:..y,;...-:•_ r.'.;, >-::,'�:,,,:.:..: �.-.. � ;. ,. BACKFILL, TOP SOIL, FERTILIZE SEED &MULCH WHERE DISTURBED (VARIES) 2 0' 2 0' � FERT L ZE SEED & VII 11CH 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT WHERE DISTURBED (VARIES) SHALL BE PERMITTED. WITH Y2" X 30" DEFORMED BARS 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C" CONCRETE PAVEMENT "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH WITH INTEGRAL CURB BA -E-"C OURSE FERTILIZE, SEED & MULCH 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY BENCHMARK INFORMATION THE ENGINEER IN THE FIELD. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) -6 (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, TYPICAL HATCHING PATTERNS AND - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. DESIGNATION SYMBOLS SHOWN ON SHEETS NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADING PAVING WORK UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR 8" PAVEMENT TRANSVERSE JOINTS SHALL BE SAWED AT 15,(MAX). 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. AREAS INDICATING NEW ASPHALT 3/4' 9. INLET CASTING TO BE WELLED BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. AREAS INDICATING GRAVEL SHOULDER OR DRIVEWAY 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS AREAS INDICATING DISTURBED LANDSCAPE MATERIAL TO BE REPLACED IN KIND. COST SHALL BE INCLUDED WITH TURF RESTORATION BID ITEM #1370. ®AREAS INDICATING PAVER BRICK TO BE REMOVED/SALVAGED AND RE -SET. COST SHALL BE INCLUDED WITH TURF RESTORATION BID ITEM #1370. City Contract 23-01 Benchmarks List 2/7/2023 Number Station Street Alignment Description Elevation 1 3+20 WISCONSIN HYDRANT TAGBOLT @ NE CORNER OF WISCONSIN & NEW YORK 769.02 2 5+57 WISCONSIN HYDRANT TAGBOLT @ NE CORNER OF 1220 WISCONSIN ST 767.92 3 10+78 WISCONSIN HYDRANT TAGBOLT @ SE CORNER OF WISCONSIN & ANNEX 767.18 4 14+28 WISCONSIN HYDRANT TAGBOLT @ NW CORNER OF WISCONSIN & CONGRESS 766.76 5 16+92 WISCONSIN HYDRANT TAGBOLT @ SE CORNER OF WISCONSIN & NEVADA 767.10 6 19+97 WISCONSIN HYDRANT TAGBOLT @ SE CORNER OF WISCONSIN & BENT 766.37 SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. (3)-2U LENGTHS OF #4 REINFORCING RODS REQUIRED OVER UTILITY TRENCHES. (TYP) (2) 44 SIDEWALK TIE BARS REQUIRED WHERE MATCHING EXISTING SIDEWALK. (TYP) 12. TURF RESTORATION LIMITS BEHIND THE SIDEWALK TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800.242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920.236-5240 FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMES RABE- DIR. PUBLIC WORKS PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH- DIVISION MANAGER 1 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920.232-5333 WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS-CITY FORESTER 920-602-2255 PARKS DEPARTMENT FORESTRY DIVISION OSHKOSH, WI CHAD DALLMAN -ASST. DIR. PARKS 920-2325313 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. BRIANGRIESBACH PAVEMENT SCHEDULE FOR CONTRACT 23-01 TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION NET C/L "A" "B" "C" "D" "E" CITY OF OSHKOSH 928 DEMPSEY TR, JIM COLLINS LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR 920.232-5342 (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SPECTRUM 3520 DESTINATION DR. APPLETON, WI VINCE ALBIN DAY 920-831-9249 EVE 92D-7384444 WISCONSIN STREET 1720.8' 36' 9' 6" 60' UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALK/DRIVEWAY WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN -SENIOR SERVICE 920-617-2778 (W NEW YORK AVE TO W BENT AVE) 8" CONCRETE APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. SERVICE CORP. OSHKOSH, W1 MANAGER WISCONSIN PUBLIC NATURAL GAS 24-HOUR "ODASO-7280 SERVICECORP. ELECTRIC EMERGENCY NUMBER 1-800-450-7240 WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. MADISON, WI TRANS CANADA 801 O'KEEFE ROAD DE PERE, WI MATT ERNST 920-338-6573 ANR PIPEUNE W3925 PIPELINE LN. LARRY HUBER 920-477-2235 COMPANY EDEN, WI AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 FOND DU LAC, WI ENGINEER WINDSTREAM 13935 BISHOPS DR. BROOKFIELD, WI 53005 JAMES KOSTUCH 262-792-7938 CANADIAN NATIONAL RR 1625 DEPOT ST. STEVENS POINT, VVI JACKIE MACEWICZ 715-345-2503 UW-O FACILITIES 650WITZELAVE. JOANN RIFE 920-424-2438 MANAGEMENT OSHKOSH, N 54903 7:30-4:30 BENCH MARKS - USG D88DATUM NA PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY NO. S�ONDESIGN ELEV. DATE ISSUED FOR CONSRUCTION 02/07/2023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 bo CITY CONTRACT 23-01 SHEET 3 OF 25 m V) N 0 N N N M GENERAL NOTES FOR CONTRACT 23-01 FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL FORMULA INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION FOR ALL STORM MANHOLE RISERS OF THE INLET AND STORM SEWER. DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET FOR ALL STORM INLETS & INLET MANHOLES CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP TO CITY GARAGE. DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 V VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT 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 ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH OSHKOSH. TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS OR LATERAL 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE IS LARGER THAN 6". EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME Ip = TYPED "MODIFIED" INLET PROTECTION REQ'D. ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP). THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL ***UNLESS OTHERWISE NOTED ON PLAN*** ALL SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) UNLESS OTHERWISE NOTED. 8 THE LOCATION OF EXISTING UTILITY FACILITIES AS SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND CONNECT TO EXISTING SERVICE (TYP.) O 5' TO 10' FROM STANDARD LIGHT DUTY 8" BACK OF WALK (NYLOPLAST - 0899CGSF)* UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET **"NO DUMPING DRAINS TO CONSTRUCTION IF CONFLICTS EXIST. 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK WATERWAY" GRATE MARKER** WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER 3 RELAY LIVE STORM LATERALS (6" TYP. OR AS SPECIFIED) DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE TO BACK OF WALK WITH RISERS, BENDS, 2 MARKER O EXISTING GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN. BALLS MIN. (TYP) SURFACE AS NEEDED FROM GRATE TO PROVIDE MOWABLE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 2 MARKER BALLS MIN. (TYP) 2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. O STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. rSEWER 6" PVC STORM SEWER LATERAL( MAIN CITY OF OSHKOSH, WISCONSIN REVISIONS UTILITY SUMMARY - CONTRACT 23-01 '=ORAPPROVED EQUAL BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR CONSRUCTION 02/07/2023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 23-01 SHEET 4 OF 25 768 767 766 765 764 I _� _� I I rn A ! WISCONSIN ST. - - — - — - — - — - — - -}, i I REMOVE EX. CUR IL........... .....I &GUTTER (TYP I—O BETHIEHEM LUTHERAN CHURCH -- - — - — - — - — - — - — - — PROP. 4" ASP. - SW TIE BARS , _1 EX. HEDGE ROW TO BE PRESERVED. TRIMMING SURFACE LT W/ 6" I 1206 REQ'D (TYP.) $ ROOT PRUNING REQ'D. PAID AS CLEARING & E i ' C.A.B.C. REQ'D (TYP.) ' GRUBBING STA. 3+50 TO STA. 4+40, POWER POLE IN PROP. DWY APRON. i I rn \EXOPERTY 1227 j605 ON (TYP.) a SAW CUT REQ'D (TYP.) �- rREMOVE EX. SIDEWALK. PROPOSED 4" CONCCCNC. ASi%. �S 4"CURB HEIGHT AT;) SW REQ'D - 6"THICKNESS THRU DWYS (TYP.PAVEMENT TIE I .. _.._ ._.. - ......_x_ i J II vi 5' TAPER ' --......----....... . 0--- — -- - _........ - MATCH EX. CONC. PAV'T. 76 1 }" DOWEL BARS REQ'D. -- __ I -.-- -- z 1 _ -... -3+00. — ` __ I +30 .132- 77 >, BEGIN CONC. PAVT 76 .07 AT STA 3+30.77. Q I 7 _ 'I 1, 4" CURB HEIGHT AT , PAVEMENT TIE-IN.5' m TAPER REQ'D. 1130 16 PROP. 8" CONC. PAVT W/ 6" CA.B.C. REQ'D (TYP.) a 5+00 766.46 766.20 0 �ASP. OVER MCADW 'D m PVT v/ C&G. ., o O n > ° > ° a I S E- S:EF� a crrc . .. .. _._ .. ...�.., PROP. 6" CONC. DWY -- — — — .. '_�f t. EX. GAS VALVE. APRON REQ'D (TYP.) / CO3C. GRAVE= 1216 CCU IC- REMOVE & REPLACE EX. SW TIE BARS PROP. 6" GRAVEL CONC. LANDING (TYP.) REQ'D (TYP.) PROP. 6" H.E.S. CONC. DWY REQ'D (TYP.) I 1220 ' 1224 _ DWY REQ'D (TYP.) APPROX. TURF RESTORATION i REMOVE &REPLACE N LIMITS (TYP.)I EX. CONC. STEP (TYP.) ' 'A TDS PULL BOX TO BE ADJ. BY OTHERS (TYP.) I I i I I PROP. WEST FL PROFILE. v EX. WEST B.O.W. PROFILE, j PROP. WEST T.O.C. PROFILE. -0.513r MATCH EX. 4" CURB. 5' CURB TAPER REQ'D. 2+00 770 769 768 767 766 765 2- 768 767 766 765 764 2+50 3+00 3+50 4+00 4+50 5+00 5+50 768 767 766 765 764 6+00 v~i PROP. EAST FL PROFILE. N EX. EAST B.O.W. PROFILE. ...._................-- ..._......_._. . —...... .. .....�..-__........- ....a..,..�� ......._........... _..... — — w ---- _ - _ _ _ � __ -_ -- PROP. EAST _..... -- — .... -- ..... _ T.O.C. PROFILE. -...._............ _....._._.......__......................._ ITC�4'�'CB. -0.6211%/ �' --- - - -0.513% V CURB TAPER REQ'D. 770 769 768 767 766 765 00 768 767 766 765 764 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR CONSRUCTION 02/07/2023 WISCONSIN STREET DESIGN ENGINEER CR DESIGN ENGINEER SO W. NEW YORK AVE TO STA 6+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS o SCALE IN FEET: zo ao CITY CONTRACT 23-01 SHEET 05 OF 25 R 766 765 764 768 767 766 765 764 763 i WISCONSIN ST. REPLACE DISTURBED MATERIAL IN KIND. I I REMOVE & REPLACE EX. I REMOVE, SALVAGE, & RE -SET TIMBERS. SW TIE BARS SW CURB (TYP.) COSTS SHALL BE INCLUDED W/ TURF COST SHALL BE INCLUDED IN TURF , , i i RESTORATION BID ITEM (TYP.) REQ'D (TYP.) I RESTORATION BID ITEM. I I P.P. IN PROP. DWY APRON. I PROP. 4" ASP. SURFACE LT PROP 6" REMOVE &REPLACE ' PROP. 4" CONC. SERVICE WI6" C.A.B.C. REQ'D (TYP.) APRON REQEQ''DD DWY (TYP.) EX. CONC. STEP (TYP.) WALK REQ'D (TYP.) PROP.4"CONC.CARRIAGE 1235 i 1241 ! 1245 ! 1251 1255 i IRON(T P.) 1265 WALK REQ'D (TYP.) CO>;C PRESERVE EX II � IRON (TYP.) I ( EL BRICKWALL - I ASP. C,Or,CI C�}riC, I TM1261 CO:<c. u c. - � - x- . bt ° _:Er > ° O ° pSTcP ,:;._ __�� - - -e --iTGP --_. - �- -- > - �,.-L.�.._.: ._............n>- .. _. ° ... o tY ° 165.33 _Z .@,QZ .. I -L--764.82 164.56 1 Z64.30 7 2 _ .,__—Z69;29--.. ..._. ) ....--- 764. 5....__ 764.. _..,..;....._.....764.77 ®® PROP. 8" CONC. PAV'T ®® W/ 6" C.A.B.C. REQ'D (TYP.) LP 7+00 8+00 +20.00 9+00 LL 765.69 765.43 765.18 764.92 764.66 764.56 764.65 764.81 b 764.97 765.1: ASP. OVER MCADAM Q O m m O ��. PAV'T :Vi: C&G'. b m 6 765 _ ..._....764:8 764. ! .. `, •3 ' .29� ° e •, - e SZEF " S7E'.Z1 ___.__.._. ° STEP STEP- ° ° ._.. 5- STA°� ° 'S:=? O e STEP C' r C•t�i�{, i, C..'J C:'t(; �, r •� COpit� I .._�.i .. ASPI , ,: co> c: coil,,, AS Co ,,.,.I 1230 1234 1240 , 1244 1250 1256 1262 1266 PROP. 6" H.E.S. CONCSAW CUT REQ'D (TYP.) . , OWY REQ'D (TYP) i TDS PULL BOX TO BE REMOVE EX. SIDEWALK. PROPOSED REMOVE & REPLACE EX. SW TIE BARS . ADJUSTED BY OTHERS (TYP.) 4" CONC. SW REQ'D - 6" THICKNESS CONC. LANDING (TYP.) REQ'D (TYP.) I SW CURB REQ'D THRU DWYS (TYP.) ALONG STEP (TYP.) I , , i AP ROX.. TURF RESTORATION LIMITS I ' PROP. WEST FL PROFILE. EX. WEST B.O.W. PROFILE. o PROP. WEST T.O.C. PROFILE. + N 1 ..-1......... _.......... .- ....... _........`............ J , 00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10� 766 765 764 768 767 766 765 764 763 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 767 766 765 764 763 EX. CL PROFILE. I � N --- .._...._.._............_.._ __.._.. -- — — ----.-----....__............-.----....... - --....----........._----- - — --- ...................._.......... - -- ....._—...__._...... _.. --- — PROP. CL PROFILE. .__. ...... .... ........__............. .._............. _.'- _ _ _ - __...____-__.....____ -_....._.__......._....__--.---__..___.. __-_.__......._.............._............ ........_—._ PROP. EAST FL PROFILE. 0 -.._.___._.___ry-N--_......--_................. . _ n EX. EAST B.O.W. PROFILE. _____...._—.._- _................ —. — PROP. EAST T.O.C. PROFILE. -0513 — ( - - 0.316%1 767 766 765 764 763 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR CONSRUCTION 02/07/2023 WISCONSIN STREET DESIGN ENGINEER CR DESIGN ENGINEER SD STA 6+00 TO STA 10+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o 20 40 CITY CONTRACT 23-01 SHEET 06 OF 25 767 766 765 764 763 I 1 I 1 I OP. TYPE 7B CURB PRRAMP REQ'D (TYP.) ! !W I S C O N, S I N ST. i0 roi— 1 [ P.P. IN PROP. DWY APRON. I I ( P.P. IN PROP. REMOVE EX. SIDEWALK. PROPOSED [ REMOVE & REPLACE[ I DWY APRON. 4" CONC. SW REQ'D - 6" THICKNESS PROP. 6"GRAVEL EX. CONC. STEP (TYP.) I DAY REQ'D (TYPk2l PROP.4" CONC.I THRU DWYS (TYP.) EX. PROPERTY SERVICE WALK PROP. 4" ASP. SURFACE LT APPROX. TURF RESTORATION[ ' I I REQ'D TYP. I LIMITS (TYP.) IRON (TYP.) I ( ) W/ 6" 4" ASC. REQ'D CE LT 1271 REMOVE 1275 I 1303 ( 1307 1313 [ 131 I TREE (LD.) Ct�plr, i 1 d !ION i,(.i k.. ONC :elf,. ASP �:�4:..'•iE [ � J^iC ' i�,. [ L.J ri n ATE STEa Oa 5'c.- . TEPe ° Q O STE; < " STEP . �° _TEP 64.7,7_._............... 764.93� 765.01 I65.10 7.,_98-7.-92.............._-` 7$4.72 �764A52.- _-__...... 31 764.11 :::::::::-_ .................._::::_.-......—..._.._....-_.___ -' - __ ® 8) ® HP PROP. 8' CONC. PAV'T ® +05 13 WI 6" CA.B.C. REQ'D (TYP.) r10+00 +75A3 765.46 +35.13 LL 12 00 - 13+00 13+50 765.29 765*37 755.34 765.28 0 765.08 7 O EX, ASP. fjyFR Fft�>. ,A+,1 -78 .97q?92 - :`:-78472---- -- ....7 _ 76513. •'. i - e .. _ '-,. - -... - + . 4 78 'P ! _ ......_ 12" CURB HEAD REQ'D �,}j •20.0 h 16 R ALONG RADIUS (TYP.) `:Ci 1C +75.13 272 es °2 0 A�• 0+35.13 SW CURB CONIC. I a a REQ'D (TYP.) PROP. TYPE ICURBJ 1306 [ I RAMP REQ'D (TYP.) REMOVE &REPLACE EX. Z CONC. LANDING (TYP.) SW TIE BARS REQ'D (TYP.) PROP. 8" CONC. PAV'T H.E.S. f m PROP. 6" H.E.S. CONC. W /6" C,A.B.C. REQ'D (TYP.) i x DWY REQ'D (TYP.) PROP. 30" CURB & GUTTER (8 0. PROP. 4" ASP. TRANSITION LT THICK) REQ'D (TYP.). PAV'T 765.48 ..... W/ 10" C.A.B.C. REQ'D (TYP.) I TIES REQ'D @ EX. C&G TIE-IN. -_ " SAW CUT EX. ASP, PAV•r I �� REQ'D (TYP.) �1 >f __ S:. F- ° a IC. — ° < Cp, I PROP. 6" CONC. DWY PRON REQ'D (TYP.) 1312 I !SW I E BARS REQ'D (TYP.) SAW CUT REQ'D (TYP.) LANDSCAPE BRICK WALL TO REMAIN (TYP.) TDS PULL BOX IN PROP. DWY TO 1 BE ADJUSTED BY OTHERS (TYP.) I _.__ .... _...—...—...... -_._.......... ..a. EX. WEST B.O.W. PROFILE. _�.._...__...._...-- -- - -----._........—....... ---....... ...._.... _..... _...... _.... ...._ P. WEST FL PROFILE. PROP. WEST T.O.C. PROFILE. -0.403 10+00 768 767 766 765 764 763 10+50 11+00 EX. CL PROFILE. _....._ .... _ ....-----....- --- v N O r 11+50 12+00 PROP. CL PROFILE. — — — — — — I L — -- — —---t--- — — — 10+00 10+50 11+00 11+50 767 766 765 764 763 12+00 12+50 12+50 13+00 767 766 765 764 763 13+50 � N N + m 4" CURB REQ'D @ STA. 11+35.13 a = -- ..J... n 6_11.. _ I, oR WISCONSIN ST. E.O.R. _............. --—..__..........._ .0 ...... ----...................._. ...__._.—..-..._..........._....._.......................................... n--n PROP. EAST FL PROFILE. N LL LL w w O 0 uj r I� LL �...._ EX. EAST B.O.W. PROFILE. PROP. EAST T.O.C. PROFILE. 1 -0.403% -- — — — 4" CURB REQ'D @STA. 10+75.13 4" CURB REQ'D @ ANNEX AVE. - WISCONSIN STREET E.O.R. E.O.R. - ADJUST INLET CURB BOX. 767 766 765 764 763 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING N0. STATION DESCRIPTION ELEV. _,..-..,......_._..............._..,........_..__.... DESIGN DATE _.. ISSUED FOR CONSRUCTION 02/07/2023 WISCONSIN STREET DESIGN ENGINEER CR DESIGN ENGINEER SO STA 10+00 TO STA 13+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 23-01 SHEET 07 OF 25 767 766 765 764 763 -FULL DEPTH SAW CUT& 1" < Oil E X. CONC. PAV'T DOWEL BARS REQ'D (TYP.) WISCONSIN ST. PROP. 4"CONC*CAR I RIAGE /m REQ'D (TYP.) PROP. 8"CONC. PAV'T H.E.S. 19� PROP. TYPE 713 CURB _ WALK EQ W1 6"C.A.B.C. REQ'D (TYP.) REMOVE & REPLACE '161 _61 RAMP REQ'D (TYP.) EX. CONC. STEP (TYP.) I APPROX. TURF RESTORATION LIMITS (TYP.) PROP. 6"H.E.S. CONC. C/ SW TIE BARS DWY REQ'D (TYP.) 12"CURB HEAD REQ'D REQ'D (TYP.) PROP.4" S EX. PROPERTY .4 ALONG RADIUS (TYP.) SERVICE IRON m WALK REQ'D (TYP.) F1325 Co 14=07 PROP. 6"CONG. DWY 1-14151 F1423] \F1505] F14oll I I SW CURB APRON REQ'D (TYP.) JWR REQ'D (TYP.) P.P. IN PROP. 15 REMOVE TREE 39.82 /_�].D.) (TYP.) z_ CON(�. CURB MP. + i6R 2 11L -77.82 0 STEP o STEP� STEP TPP TrP U :12 u r r, Z1, / 11 4 '64.11 74.15 764 (D (D PROP. 8"CONC. PAV'T 108.82(D ID W1 6'CA.B.C. REQ'D (TYP.) +11.966) ED ,H1P 3+50 14t0036 E+39.82 15t00 16100 +81.96 17tOO 79�22 D +4 '64.47 764.36 761.36 79.55 764.71 76.86 .96 74.02 765.12 766.31 765.0 X, ASP. OVER �,!CADAI� 0 0 o 0 764-00-, 154,11 6,"g- t64 5U----i 64.96 (ti . 36% ........ .. ..... . ........ . II 15'R STEPS'E; ID F-Po ut� ....... . . Aq.�; i +39..15 --- r7 + +p .... . . ..... . 15! R 5'R .5 F-1 1 , .1 c N 01. \+7915 'h 1/ 1'5R 83 R CONC +81.96 12'CURB HEAD REQ'D PROP, TYPE I CURB ALONG RADIUS (TYP.) k?k RAMP REQ'D (TYP.) TDS PULL BOX TO BE - 7 ADJUSTED BY OTHERS (TYP.) -22] --1 F1422] F13 F,_412 SW TIE BARS 1402] SWTIEBARS REMOVE EX. SIDEWALK. PROPOSED SAW CUT A M F REQ'D (TYP.) 4"CONG. SW REQ'D - 6"THICKNESS REQ'D (TYP.) REQ'D (TYP.) 1 -PROP, 4" ASP. THRU DWYS (TYP,) 76f.84 M TRANSITION LT W/ 10" C.A.B.C. REQ'D (TYP.) EX. PERENNIALS DISTURBED BY CONSTRUCTION PROP. 8"CONC. H.E.S. PAVT EX, COIN ! C, p T .61 WORK SHALL BE REPLACED IN KIND. COSTS SHALL BE W/6"C.A.B.C. REQ'D( P.) ;j INCLUDED IN TURF RESTORATION BID ITEM. PROP 30" CURB & GUTTER (8" THICK) REQ'D (TYP.). PAV'T TIES 11 Ll SAW CUT: FX, ASP, GVEF, Es FULL DEPTH SAW CUT PA SION REQ'D(TYP.) 0 REQ'D @ EX. C&G TIE-IN. JOINT REQ'D (TYP.) - - - - - - PAV r vI/ c Pm . .... . ............. ... . ... . ............ . . ..... a; A PROP, WEST FL PROFILE. EX. WEST B.O.W. PROFILE. /-PROP. WEST T.O.C. PROFILE. LL LLI L 0.314% 13+50 14+00 768 767 766 765 764 763 14+50 15+00 15+50 16+00 16+50 17+00 17+50 767 766 765 764 763 18+00 0 m + - ------ ---------- EX. CL PROFILE. PROP. CL PROFILE. 0 1-0.-000% 13+50 767 766 765 764 "I 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 768 767 766 765 764 763 18+00 cR c� ... . . ........ T . cd 8, PROP. EAST FL PROFILE. EX EAST B.O.W. PROFILE. . ..... ..... . . . . ............ ...... . PROP. EAST T.O.C. PROFILE . . .... I-- 1 - - - - - - -- - - 0 0 .... ............. ------------- 0. 0 w 1, 0 W 0.314% . . . . ......... . .. . . . .. . ...... . . .... ____ ....... . . . . .............. ........ . . ........ . . . ..... . . .... . .......... 4" CURB REQ'D @ 4" CURB REQ'D+@ STA. 13+752 & 14+39.82 -'WISCONSIN 4" CURB REQ'D @ 1 1 STA. 17+41.96 - S STREET E.O.R. ADJUST INLET CURB BOX. TREET NEVADA AVE. E.O.R. WISCONSIN ST. E.O.R. Sj�q ST. 767 766 765 764 763 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION ELEV. �DDESIGN DATE ISSUED FOR CONSIRUCTION 02/0712023 WISCONSIN STREET DESIGN ENGINEER CR DESIGN ENGINEER SD STA 13+50 TO STA 18+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS D 40 SCALE IN FEET: , �o gm= CITY CONTRACT 23-01 SHEET 08 OF 25 766 765 764 763 762 EX. PROPERTY IRON (TYP.) EX. CONC. PAV'i" FULL DEPTH SAW CUT & 1" i ,...._ j REMOVE EX. SIDEWALK. PROPOSED ( ' 4" CONC. SW REQ'D - 6" THICKNESS ' DOWEL BARS REQ'D (TYP.) O II 6L _ j6,�90 �sT'9 I Ns� WISCONSIN S T THRU DWYS (TYP.) 30' FL TAPER REQ'D (TYP.) :. ( ' ■ I APPROX. TURF I \-- °°764.27 II� ° RESTORATION LIMITS (TYP.) I TDS PULL BOX TO P.P. IN PROP. CURB RAMP. PROP. 6" H.E.S. CONC. BE ADJUSTED BY i ° !I 1 I DWY REQ'D (TYP.) 1505 1517 OTHERS (TYP.) i 1 P r13 , .. Hp. i SW CURB REQ'D (TYP.) 1513 1 1 1 CCNC, � ,., 1523 a � 1 k >3 - X x >! 764.43 ' � `p - i I kt 12' CURB HEAD REQ'D ALONG RADIUS (TYP.) tt�z I CONC. I 15' R -�1-� 15' R END MAINLINE CONC. .. .+89.17 ° I . +51.18 NG @ ST .59. PAV ' ; 7 .37 1 F 1 _an° : ° ° i _ PROP. 8" CONC. PAVT H.E.S. - i W/ 6" C.A.B.C. REQ'D All . - (TYP.) 1 '64.73 . 1 �.... 764.63 —► )---—_....__ZG4.,•L—_ 76415_ _==r`--'"_�` i 76�.13 i Y AV L 1 PAVT TIES — — — . PROP. 8' CONC. PAVT II ; f-- — — REQ'D (TYP.) W/ 6" C.A.B.C. REQ'D (TYP.) ,--18+00 19 00 °- I +2q.389 �. I° +89.17 f20 00 76' 49 I '65.09 764.89 764.70 0 764.51 iS4.361 j 76 .61� 17 ' 77 .63 PAVT W/ Cd: C;. m �I : `` 1 A �..7 76 13 17 _ -°. -_ _p .25 . 764.90 .,'°. .24 _ _.. p n ° ST_P ° ° I p° `DPP i%° ° _ " • '• - Q ^ 1 — — — — — — — 15' R da,.t - ..,\ p .._ _...� ° ° �. — - _... ..... +89.59 7,�4,37 tx ° COtJC. 1—n '--1.:= COivC. Y \ I--� g--"- EX. WOOD FENCE C;NC, '° +51.59 TO BE PRESERVED. PROP. B.O.W. TO BE 0.15' I P.P. IN PROP. CURB RAMP. h. ABOVE T.O.C. @ STA. 20+95.33. REMOVE CONC. SLAB (TYP.) 1 5512 1524 1 PROP. 4" CONC. SERVICE ( PROP. TYPE ICURB ° I� I ! ■ WALK REQ'D (TYP.) RAMP REQ'D (TYP.) ` O REMOVE TREE (LD.) (TYP.) SW TIE BARS REQ'D ■ _ — _ — _ - (TYP.) - � ®"' SAW CUT REQ'D (TYP.) 30' FL TAPER REQ'D. ? , j 1 I F � PROP. 6" CONC. DWY i® 1 '80� ��9��'�3'83 - — -? 764.13 - — J .._ °i APRON REQ'D(TYP.) I I I ■ �- L r� PROP. WEST FL PROFILE. PROP. WEST T.O.C. PROFILE. 0 U J (n LL - — 0.457% EX. WEST B.O.W. PROFILE, 4" CURB REQ'D @ STA. 20+51.59 - WISCONSIN ...............................................__...._......._.--.._..—.._...._._......------....._.......----------......___...._......__ _..._..........._....——....._....._.__.._.__.-------._.___._.._—..............._i._.... -i STREET E.O.R. ADJUST INLET CURB BOX. - 18+00 768 767 766 765 764 763 18+50 19+00 19+50 20+00 20+50 21+00 766 765 764 763 762 21+50 768 767 766 765 764 763 18+00 18+50 19+00 19+50 20+00 20+50 � 21+00 21+50 766 765 764 763 762 I -- EX. CL PROFILE. ._—..._ ------ — __.... .__.— ------- __...... .._- _O+R -- PROP. CL PROFILE. � v --- ....... .._..._. ._.._..--_�} .—__N ..� .__ ............ ...___—.............. _ PROP. EAST FL PROFILE. PROP. EAST T.O.C. PROFILE. i ~ a N h D U O J LL N LL N LL -0.384 % -- - - -- ----- - - - - - — - - - — - - — - EX. EAST B.O.W. PROFILE. 4" CURB REQ'D FROM STA. 20+51.59 TO I i I STA. 21+25.99. ADJUST INLET CURB BOX. 766 765 764 763 762 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING WISCONSIN STREET STA 18+00 TO W. BENT AVE N0. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR CONSRUCTION 02/07/2023 DESIGN ENGINEER CR DESIGN ENGINEER SD CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 4o SCALE IN FEET: 0 CITY CONTRACT 23-01 SHEET 09 OF 25 1 0 lr-i c� S.S.C. 0+88.9 (TV) - — - — - — - — - — - — - — - — - -- WISCONSIN STREET ► S.S.C. 0+74.9 (TV) II�-f-C-OFFFM - — - — - — - — - — - — - BETHLEHEM LUTHERAN CHURCH ►S.C. 0+66.2 (TV) S.S.C. 0+61.1 (TV)BURIED Z 1206 ONTARIO ST S.S.C. 0+66.2 (TV) F.O. -- - F605 1227123 1 F F 1241F NIJ 6-1 ► TYPO 'j" 'filaylom Ii�� .................... ''. PROP. 8" WM RELAY 194.4 L.F. 18" STO. 0 0727Y. �mu Oro MILT o F-1245 ea 50.0' PRO r- a', wm TO. . .1 . ........ . .. T 1 0' 1 4.0 x— x— x— x— x— 1�14 1p 767.92 ro ;p- (D 53.9f, ► ► 127.0 4615 5 Bm #1 ►JUNE IIURI.11� 769.02 -1 12401 Fl-220 r f 2247 "�N F.O. -30 Lu F1216 F_1_23 'q F1244 F, 1 1234 F ON Lu + + c3 C3 6 (3 li 6 V? vi vi ui ► ui vi vi VI .0 (TV) S.C. 2+43 1 OPPER Lu 0 S.S.C. 2+06.8 (TV) It 3+00 3+50 4+00 4+50 5+00 5+50 770 769 768 767 766 765 764 763 762 761 760 759 758 757 756 EX. CL .......... . . ........ . ................... .......... STORM MH (4! DIA) W.111 STA. 5+30.31 8.0'RT RIM=765.89 8-(S)=761.2 12"(E)=762 59 —12'(VV)=762.43' 7 18'(N)=761.21 DEPTH13 93' L.F. STA. 4+75.00, O.O'T RIM=766.33 8'(N)=759.10 nFPTH=g 4R'— I 0 6+00 770 769 768 767 766 765 764 763 762 761 760 759 758 757 756 3+00 3+50 4,00 4+50 5+00 5+50 6+00 PIPE SEGMENTS MAIN CONNECTIONS Co-1 = CONN. PROP. 8"WM TO EX. 8"WIVI CO.2 = CONN. PROP 18"TO EX. STO MH 12-2421 @ 760.801 STORM INLET 1-1 STORM INLET 1.2 STA. 5+30.31, 10.0'LT STA. 5+30.31, 18.0' RT RIM=765.69 RIM=765.69 12'(E)=762.69 12-(VV)=762.69 SUMP=1.60' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY I NIO, STATION I DESCRIPTION I ELEV DESIGN DATE AUGUST 2022 ISSUED FOR CONSRUCTION 02/0712023 SANITARY, STORM, & WATER MAIN 1 3+2 HYD. TAGBOLT @ NE CORNER OF WISCONSIN & NEW 2 ��" 1 1�2 92 DESIGN ENGINEER JOE STANDIFORD 2 5+57 1 HYD. TAGBOLT a NE CORNER OF 12 0 WISCrlm'�'N ST 'uO WISCONSIN STREET DESIGN ENGINEER MATTHEWNETT FROM W. NEW YORK AVE TO STA. 6+00 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: %i-.= CITY CONTRACT 23-01 SHEET 10 OF 25 D BETHLEHEM LUTHERAN CHURCH 1206 ONTARIO ST ST 102.0' .. ..... ---- --- Ip (Lp)t WIVI RELAY mo 12277 14� 73.135 I H Ld 15 51.42'j 6] ow F 12207 k 12247wf d ui (3 vi L.F. 81SANJ@ 0.45% STORM INLET 1-3 STA. 8+20.00, 18.0'LT RIM=764.20 12 (E)=761.20 1 2: (N)=761.20 SUMP=1.50' DEPTH=4.50' 6+00 767 766 765 764 763 62 761 760 759 758 757 756 755 WISCONSIN STREET ] E1_235+ F1 ] F1211 211 + 1 1251 F Typ.() '0.0 m, c3 (3. 73, lnt50.0, w 50 , 0' ,- 0 11 a.(I-P) 30" STO. @ 9.0 1p. I FI-234 rnN 1 1240 (3 vi I vi t I 2. 6o F1 271 F1265 *F1 261 _ IK 1p vuD 41f�'i 54.0' 07.0, vin -.L/- .... ..... . ... M RELAr PROP. 8" W .+.or 9+.00 a �lc too =J211 �77. L.F.8"r AN. ss 10.40% -(ARA.)- I .N I L- w. I L__ W_ 293.0 L.F. 30" STO. 0 0.: �0% (ABAN.) P_ 1-22 . ............. - . . . . .. .... ........ . ........ . ..... k- G G J, 50.0 50.6' 50.0 GAS a ��Oc [-1244] E1_2561 E1_256_1 UNE Fl-266 lv� 0 + a + N 0 + n+ I a 0 I 4M 13 d O 3 u S U ED (3 vi ui vi v! w (n F ui vi ui STORM INLET 1-4 STORM INLET 1-21 STORM INLET 1-22 STA. 8+20.00, 18.0'RT STA. 8+26.04, 18.0' LT STA. 8-26.04,18.0'RT RIM=764.20 RIM=764.22 RIM=764.22 12-(V10=761.20 12"(S)=761.22 12'(S)=761.22 12-(N)=761.20 SUMP=1.50' SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' 6,50 7+00 7+50 8+00 8+50 9+00 9+50 STORM MH (5- bIA) W-12 STA. 8+20.00, 8.0- RT RIM=764.40 30"(N)=759.20 PA I PAP%/% e/� ....... 1 2. (VY)=760.93 30-(S)=759.20 ....... . ........ - //// �S�:e�;� lilt 1 ori, WOMAN-1 I - MA WA dWAN ---------- SANITA STA. 7+2 RIM-755 .( �S 6 N;=75�.i3 1 6,00 6+50 7+00 7+50 8+00 8+50 9+00 767 766 765 764 763 762 761 760 759 758 757 756 755 9+50 G CF 6 .0' IF 1272 o 13 X P_ LL1 CO-3 z z PIPE SEGMENTS P-3 = 26.0 L.F. 12 : STO. @ 1.04% P-4 10.0 L.F. 1 2 STO. @ 1 .12% P-44 = 6.0 L.F. 12 STO. @ 0 - 31% P-45 = 6.0 L.F. 1 2: STO. @ 0.33% WATER MAIN FITTING SCHEDULE T-1 = 8"X6"TEE STA: 6+15.0, 8.0'LT V-1 = 6"VALVE STA: W5.0, 10.0'LT H-1 = HYDRANT STA .=6+i 5.0, 21.5'LT V-2 = 8"VALVE STA.=6+18.0,8.0'LT T-2 = 8'X6"TEE STA.=8+34.0,8.0'LT V-3 = 6" VALVE STA.=8+34.0,95LT H-2 = HYDRANT STA.=8+34.0,22 ' O'LT V-4 = 8'VALVE STA.=8+37.0, 8.0'LT STA. 8" W.M. EL. (TOP) 6+16.0 (TEE) 757.80 6+18.0 (VALVE 757.80 7+1 2.0 (DEFLECTION) 757.52 8+34.0 (TEE) 757.73 8+37.0 (VALVE) 757.74 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, NO. I STATION I DESCRIPTION ELEV. DESIGNDATE�� AUGUST2022 ISSUED FOR CONSRUCTION 02/07/2023 STORM, & WATER MAIN 2 1 5+57 1 HYDRANT TAGBOLT NE CORNER OF 122 767.92 WISCONSIN STREET 3 1 10+78 !HYDRANT TAGBOLT BE CORNER OF" CONSIN&ANNEN 767.18 DESIGN ENGINEER JOE STANDIFORD I DESIGN ENGINEER MATTHEW NETT FROM STA. 6+00 TO STA. 9+50 CITY OF OSHKOSH, WISCONSIN J/ MIES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4.0 CITY CONTRACT 23-01 SHEET 11 OF 25 5--1 N I I I I WISCONSIN STREET t ] I I ° 7 W NOI N•tOO O� I .-OI ai OOn O F.LED Q0 NW +QOQNN QOQ 1321W DWQO� I 1401nWQQ I N+3O1407O W1255 O 1303 I 12nB CO-6 l TYP. 1 \U \I GAS \U G� 8.5 76 .7 I U\ VfM NM MN NM , N M MN M I LINE MVI I NI'I • ° R N NM NM 5,0.0' 54.0' ° T 43. ' o \ 7.0' i , 47, O L 1-16 / T .0' \ e° I . �) 47, i � T 1 7 .5 i \ 48.0' 1.15 P 1 W-22 50.0' I r :. `�n.) .. L-.1. . T _ ° \_ \..._/ � ._ _ ._ tom,. Ip P•18 IP P-47 LATERAL STATUS p e e Od O !) 5"• IP UNKNOWN. ULO 0 e `O e , s 1 s a. I r ` ---- art ' 4 dG G t G G G G IP IP � . e v� H-7 ' ' ) I I J-I--:_:::::::::::1==_ R / V-12 P 19 V-5 T.q V_8 DJ CM C-1 V•23 PROP. 8" W 4 RELA T_3 V-6 V_7 W-3 PROP. 8" WM R AY P-5°I cal -10 V-11 d°,_ __P 9 T-11 _ 9+00 1 00 Q10 12 00 13 0 (R ) 1 ¢ 15 00 377, L•F. 8" AN. 0.40% R .'r':< 304.0 L.F. 8"Nos AN. 0.40% R �J () SS :::.. I;, ": SS - SS S JD (ABAN.) S W_1q 7 '- S-(ABANJ W 13 293.0 L.F. 30" STO. 0 0. 0% D-11 O. O 0.20% P W-27 D-2 W-15 263.3 L F 30" 5T W (ABAN.) W Rv o� W W y/-(ABAN.) W ....... ._ ..___. :._:. ..._ ..._.._ .._.. G } i G n G P.370 P-38\g;• P 20 .• IP ABAN. - . a Fe tIP • •) RP en 1 P 2 i, IP t - 50.0' 5-0.-o60'0J10.054.0' o 0.0' - 50.0_. -- - 7-5 0 - ... ..... _ - - \I \ e ro IP R Or` IP\ TYP. TVP. 2a'..+.� CO-8 / 6> J J� I I crlq B-1 1318 I +1322 140224 1266roia1256 a1306 M+ n+ � M+ i-^++ NM e 8 M+ NN IED T-5W BURoJ 1I 1) V I U I U Z I U a �j 1 U F.O. I UU I U B•10 V-13 Ln-) U a. 1 vi vi I vi I vi I P•42 B-2 W N I N I NN N R-2 C0.10 ui BM Z yµ21 B-34 / N C0.9 W-8 y I I I Q i CO-3 DECK TO BE ROTATED TO KEEP CASTING OUT ( N OF CURB PAN P -i i :. _. _ I I o SANITARY MH W8 STA. 11+04.88, 70.4' RT 9+50 RIM=765.40 8"(W)=756.73 12"(E)=757.87 DEPTH=7.92' 766 STORM MH (5- DIA) W-19765 STA. 11+13.13, 34.6- RT RIM=765.01 30"(W)=758.75 764 30"(E)=758.75 12'(N)=761.76 12'(S)=761.78 763 DEPTH=5.51' STORM MH (5' DIA) W-20762 STA. 11+13.26, 59.0' RT RIM=765.11 30"(VV)=758.87 761 30"(SE)=758.87 DEPTH=5.49' 760 STORM MH (5' DIA) W-21759 STA. 10+92.74, 69.4' RT RIM=765.18 30'(NW)=758.99 18"(E)=760.35 758 DEPTH=5.44' 757 STORM INLET 1.13 STA. 10+90.16, 34.7' RT RIM=765.01 756 12"(N)=762.01 SUMP=1.50, DEPTH=4.50' 755 STORM INLET 1.14 10+00 10+50 11+00 11+50 12+00 12+50 01 1 IIIIII11 1,1 755 1 00 13 50 III I �) CL �t�J7CPROP. el.28 . IV elo RA Al♦ �� ® iWy1I ITT IIII �� law= SANITARY MH 7161+04.98, O.O J STA. 11+20.14, 34.6' RT 9+50 10+00 RIM=764.83 12'(S)=761.84 SUMP=1.50' DEPTH=4.50' BENCH MARKS - USGS NAVD 88 DATUM STATION DESCRIPTION _ 10+78 _ HYD. TAGBOLT d@ SE CORNER OF WISCONSIN & 14+28 YD. TAGBOLT a(? NW CORNER OF WISCONSIN & C( CITY OF OSHKOSH, WISCONSIN 10+50 11+00 11+50 PLAN DESIGN INFORMATION DESIGN DATE AUGUST 2022 DESIGN ENGINEER JOE STANDIFORD DESIGN ENGINEER MATTHEW NETT JAMES RABE, DIRECTOR OF PUBLIC WORKS 12+00 PLAN REVISIONS DESCRIPTION ISSUED FOR CONSRUCTION SCALE IN FEET: 0 20 40 PIPE SEGMENTS P•38 = 26.6 L.F. 30" STO. @ 0.50% P•39 = 23.0 L.F. 12" STO. @ 1.00% P41 = 24.4 L.F. 30" $TO. @ 0.50% P42 = 23.0 L.F. 30" STO. @ 0.50% P46 = PROP 8" WM RELAY WATER MAIN FITTING SCHEDULE T-3 = 8' X 6" TEE STA: 10+64.5, 8.0' LT V-5 = 6" VALVE STA =10+64.5, 10.4' LT H•3 = HYDRANT STA=10+64.5, 21.5' LT V-6 = 8" VALVE STA=10+94.3, 8.0' LT V•7 = 8" VALVE STA=10+96.9, 5,0' LT T4 = 8" X 6" TEE STA=10+96.9, 8.0' LT R-1 = 8" X 6" REDUCER STA=10+97.2, 50.0' RT B•1 = 6.45° BEND STA=10+97.2, 52.0' RT V•8 = 8" VALVE STA=10+99.4, 8.0' LT B-2 = 6" 45° BEND STA=11+12.5, 65W RT B-3 = 6" 45° BEND STA=11+12.5, 67.5' RT B4 = 6" 45° BEND STA=11+12.5, 70.1' RT D•10 = DEFLECT STA= 10+97.0, 0.0' RT D-11 = DEFLECT STA =10+97.0, 8.0' RT STA. 8" W.M. EL. (TOP) 10+64.5 (TEE) 758.22 10+94.3 (VALVE) 758.28 10+96.9 (TEE) 758.28 10+99.4 (VALVE) 758.28 MAIN CONNECTIONS CO-3 = CONN. EX. 18' STO. TO PROP. 18" STO. @ 760.41 CO.4 = CONN. EX. 12" SAN, TO PROP. 12" SAN. @ 757.91 CO-5 = CONN. PROP. 6" WM TO EX. 6" WM DATE - BY SANITARY STORM & WATER MAIN 02707)2023 WISCONSIN STREET FROM STA. 9+50 TO STA. 13+50 CITY CONTRACT 23-01 SHEET 12 OF 25 O N �> W WISCONSIN STREET i Lu °° 1321 `J�+ I &6 F 1325 +� ,O,++ I `- n oa 1401 +� I 1407 � .no BURIE +`J F.D. + 1415 c�io I 1423 +'� 00 1421 + ( ocv rio coo `�+ 1505 I 1513 +� 1517 +'� JO N MV) 1 4nt,+ N V i I..JN CO.6 ° NM P-,7 .. R \ N I B6M6.76� I N VIM N 1 •- (3� ITYP. 1 ci NM M Vl OJ I GAS ' O\ LINE O- I •- �J 48.0' I-15 W-22 , 7 50.0' 5p. / ° \ r `-I i , I 50,0' : 50.0' / �� 1 0.0 T �- ° 0 1 50.0' I ,r,50.0' __ _...____.... .._-_.. �. .. . • iti Ip [UNKNOWN. ULO O ° ` ° - e ° IP i s' H7 G .., G °G ° G e G t G. G p D I V-15 I V-9 C-1 V•23 �s P-s I V-,1 xo P-9 T-11 V-10 PROP. 8" WM RELAY T-7 V-17 V-14 T-6 ROP. 8" WM RELAY 15 00 16400 17 00 V-16 194000,46 vs; ° a W-4 3 2.8 L. 8" SAN. O 0.40% W5 R 308.6 L,F. 10" SAN. 0.28% {ASAN.) $ W-t4 r> '< ..... S-(ABAN.) JJ S$ .. _ .,.,�.., (ABAN.)i FWU�E--{RFUOVE SS JJ •.. (A6AN. P 7 P-8 W-27 D-2 W-15 12.4 L.F. 24" STO.00.20% 6 283.9 .F. 24'STO.00. 0%p � 1�1� I° I$ If• �\� 'P '. IP ABAN. - .. - i. ABAN. -_. ABAN. ° ° � IP P20 � : IP 9 ° r i � ♦ ¢�// W30 R � n .i., 0 - ° °Cale - Fe ° ^ 1-ItP7 75. / �• 75.0' \ - o 50.0' u�"[., I jail \ ::. a IP CO-B'... / 0 II I O B6 Zn 7.10 P-25 On. 1318 ++ B-9 1402 4I 412 <+qo`M I Qo 1422 �WW/ VN1 1512q_ild o�noa nO d BURIED F.D. CO-12 o I I -13titi B-10 c3 W W (3 NN I R-2 C0-10 N I ut I o Z I > ut I rn L- C9 0. - - - - - J l-----------------� SANITARY MH W9 STORM MH (5- DIA) W22 STORM MH (6- DIA) W23 STORM MH (4' DIA) W-24 STORM MH (4' DIA) W-30 PIPE SEGMENTS STA. ,7+12.18, 47.2' RT STA. 14+00.07, 34.8' LT STA. 14+00.52, 34,9' RT STA. 17+17.90, 40.6' RT STA, 17+03.72, 27.1' RT STORM INLET 1.5 RIM=764.90 RIM=764.16 RIM=763.99 RIM=764.84 RIM=764.90 P•5 = 26.0 L.F. 12" STO. @ 1.00% P•19 = 42.8 L.F. 36" STO. @ 0.50% STA. 13+76.32, 18.0' LT 8"(W)=754.21 36"(E)=758.26 12"(N)=760.62 15"(E)=759.69 18"(W)=758.75 P•6 = 10.0 L.F. 12" STO. @ 1,00% P-20 = 26.9 L.F. 48" STO. @ 0.20% RIM=764.01 8^(Q=756.20 24" (Wj=759.00 ,2"(S)=760.79 ,8"(SWj=758.84 ,8'(NE)=758.74 P•7 = 24.2 L.F. 30" STO. @ 0.20% P-21 = L.F. 12"" a0 1.00% 12"(E)=761.01 DEPTH=9.94' 12'(S)=760.93 27'(E)=758.65 DEPTH=5.25' DEPTH=5.41' SUMP=1.50' 12"(N)=760.80 48'(W)=757.99 23. STO. P•8 = 40.8 L.F. 24" STO. @ 0.20% P•22 = 23.6 L.F. 12" STO. @ 1.00% DEPTH=4.50' 13+50 14+00 DEPTH=5.15' 14+50 DEPTH=5.25' 15+00 15+50 16+00 16+50 17+00 17+50 P•9 = 26.0 L.F. 12" STO. @ 1.00% P•23 = 47.2 L.F. 8° SAN. @ 0.40% STORM MH (7' DIA) W27 P•10 = 10.0 L.F. 12" STO. @ 1.00% P-24 = 19.1 L.F. 18" STO. @ 0.50% STORM MH (5' DIA) W-14 STORM INLET 1-6 P•17 = 7.2 L.F. 12" STO. @ 1.00% P•26 = PROP 6" WM RELAY STA. 14+00.56, 8.0' RT STA. 13+76.32, 18.0' RT RIM=764.25 I P-18 = 24.7 L.F. 12" STO. @ 1,00% P-43 = 19.6 L.F.,8" STO. @ 0.50% STA. 13+76.32, 8.0' RT R'(W)=7.01 SUMP=1.50' SUMP)=1.5w 766 -RIM=764.2i -" 12"(M=760.7 12^(W)=76.09--34"(N)=75&04 48'(E)=758.04' _.._....__.-I--- 04 36"(N)=75.-04 ' -- --- -----..__.......__...._....___...........-- - V_15 - -- _''--- 766 P•47 =PROP 12 WM RELAY P 48 =PROP 12" WM RELAY WATER MAIN FITTING -'---....._._........._.........._._.._-...__ - - -- _ _ _ _ ._._.._._..-_ ........ L E - - -- - CL ----.._...._.----....----..I-........_............_ _P3QP..CL_- - - --}--- ......................_.................. _............. - '-' �- - - I DEPTH=4.50' 765 30"(N)=758.09 30'(S)=758.04 � _ - - _-. - - 765 SCHEDULE j V-17 STORM INLET 1.7 _ (S)=758.09 - :,+,,,,, DEPTH=5.46'- - _:; _ W18 W-27 W-4, W-,5 STA. 14+41.32, 18.0' LT MH (4' DIA) W18 _ _ =73+99.4, 59.9' RT T-01 = 8" X 8" TEE STA: 14+53.0, 8.0' LT B-9 6'45° BEND STA RIM=764.00 764 _DEPTH=S_3 _ . -_-. - . V•9 STA. 17+03.76, 8.0' RT _ __......_......_....... __ '"" " " 764 B•10 = 6" 45° BEND STA =13+96.5, 62.6' RT V•23 = 6" VALVE STA =,4+53.0, 10.4' LT .. ......._._. V-1, _ _ _ _ STORM MH (4- DIA) W-15- _..... ......................_.__ _......_..._..._........__...-_-...._... -- __-„____.__STORM 12"(E)=761.00 W_l4 STA. 14+41.32, 8.0' RT RIM=765,,0 R-2 = 6'X 4" REDUCER STA=13+96.5, 64.4' RT H•7 = HYDRANT STA=14+53.0, 21.5' LT SUMP=,.50' 763 - _RIM=784.20 24-(N)=758.65 _ 763 V•9 = 8" VALVE STA=14+13.0, 8.0' LT B-12 = 6' 45' BEND STA=17+01.9, 46.9' RT - --_ = ,8" E 758.65 24' S=758.65 - DEPTH-4.50' 24" S=758,13 24"(N)=758.13 B 5 - 12 22.5 BEND STA.-14+16.8 43.2 LT _ _ STORM INLET 1.8 B-6 = 12" 22.5° BEND STA=14+22.0, 54.1' LT T•75 = 8" X 81" TEE STA' 171 9.8, 8.0' LT STA. 14+40.65, 18.0' RT 762 ._ _12"(W)=760.74 _ ...___.._ ......... 12"(E)=760.90 ........_.._- ...... .......-_ _...._.___-_.. � __ ...DEPTH=5.70' .-..... _ - _ -- 762 C-1 = 12" X 8°CROSS STA.-, 4+,6.9, 8.0' LT V•16 = 8' VALVE STA=17+19,8, 4.T lT RIM=764.00 DEPTH=5.33' V-10 = 12" VALVE STA=14+17.0, 3.5' LT V•17 = 8" VALVE STA=77+22.5, 80 LT )=6 SUMP=1.50' SUMP 761 - - 761 V-11 = 8" VALVE STA=14+20.9, 8.0' LT B•11 = 6" 45° BEND STA=17+19.9, 28.7' RT --- - - -_--- _--- DEPTH=4.50' V•12 = 12"VALVE STA=14+16.9, 13.1' LT R•3 = 8"X 6" REDUCER STA=17+19.9, 25.6' RT _ ,., B•7 = 12" 22.5° BEND STA=14+17,2, 45.3' RT T-6 = 8"X 6" TEE STA=17+49.9, 8.0' LT STORM INLET I.15 STA. 13+92.83,34.6'LT 760 760 V•^813 672" "VTSAT=A1=7+17q+94.99, *SEND ,S4T+A1=8.134, R, VH-1-45 - 262.4 L.F. 24" STO.^0.20% - P-7 == 02A2L.V5 +5291.9.9' 5T 7.0' RT = HYDRANT .910, 2.52' .L4T' LT YDRANTS RI (N)-761.01 759 P- 8 759 == T-5 = 12'x6'TEE STA=14+21,9,59.8'RT D-2 DEFLECT STA=14+17,0,7.7'RT - SUMP=1.50'12^ DEPTH=4.50' 10 STA. 8" W.M. EL. TOP STA. 12" W.M. EL. (TOP) .. . ............. . . -- ......... ------ ..........----- ........ .........- -- -- .._.. - -- 758 STORM INLET I.7- - .. -- .' -- 75e 14 +130(VALVE) 75720 14+220(SEND) 75844 STA. 14+24.81, 34.7' LT . , . , _ '• '' '' '•T��' PROP LAY •_I_ T-7 RIM=784.05 757 '.----�-y-': - :'-i • ' ' ' ' ' ' ' ' • ' • ' • ' '�- - •. • ' -'--=--- • ' • ' • ' • .. , ' • • - ' ' ' - f - - 757 + .9 (CROSS) 4+18.8 (BEND) 757.58 12°(S)=761.05 � ' ' 14+20.9 (VALVE) 757.20 14+16.9 (VALVE) 757.37 T-11 SUMP=1.50' ,4+53.0 (TEE) 757.29 14+16.9 (CROSS) 757.37 - ..... _........_._._...__ ._._------- _------------ DEPTH=4.50' 756 az ..-.._.._......__ _..._.__.__-__........- ._....... ._ _._............... _...._........ _.... -__.._._.... ..._------- .._-._._._. - ._.. _ _ ..... 756 17+16.2 (VALVE) 758.10 14+10.9 (VALVE) 757.37 STORM INLET 1.17 17+19.8 (TEE) 758.02 14+17.0 (DEFLECTION) 757.37 STA. 13+9q,, 5, 34.7' RT 755 302.8 L.F. 8" SAN. 0.40% 755 17+22.5 (VALVE) 758.01 14+17.2 (BEND) 756.08 RIM=763.85 14+27.9 (BEND) 755.72 12'(N)=760.85 SUMP=1.50' SANITARY MH W-4 ( MAIN CONNECTIONS -...-__-_...._.._.-_.............._.....STA.,4+08.99, 754 DEPTH=4.50' 0.0'T RIM)=765.6 _......_.__..._._. _.___-..-__....-...._....... 1 ......._._....._........ -____........_._..._..--_........._ ..____._..-__._......._ _.....__.........___._._..__.-..___......................... ........_..__ _.. ...... __- � _ __ - 754 CO-S = CONN. EX. 24' STO. TO PROP. 24" STO. @ 759.0t STORM INLET 1.18 8"(M=755.23 CO-7 = CONN. PROP. 12' WM TO EX- 12" WM STA. 14+24.15, 34.6' RT 753 753 CO-8 = CONN. EX. 27" STO. TO PROP. 27" STO. @ 758.6i 8"(S)=755.23 SANITARY MH W5 RIM=763.86 13+50 14+00 DEPTH=8.38' 14+50 15+00 15+50 16+00 16+50 17+00 STA. 17+11.80, 0.0' T 17+50 CO-9 = CONN. PROP. 4' WM TO EX. 4' WM 12'(S)=760.86 RIM=765.22 COA0 = CONN. PROP. 12" WM TO EX. 12' WM SUMP=1.50' 10'(N)=754.02 CO.11 = CONN. PROP, 6' WM TO EX. 6' WM DEPTH=4.50' 8'(S)=754.02 COA 2 = CONN. EX. 8' SAN. TO PROP. 8" SAN. @ 756.31 8"(E)=754.02 DEPTH=10.44' CO.13 = CONN. EX. 15" STO, TO PROP. 15' STO. @ 759.7t BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY SANITARY STORM &WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DESIGN DATE - T202 AUGUST 2022 ISSUED FOR CONSRUCTION 02/07/2023 4 14+28 YD. TAGBOLT NW CORNER OF WISCONSIN & CONGRES 766.76 WISCONSIN STREET DESIGN ENGINEER JOE STANDIFORD 5 16+92 HYD. TAGBOIT SE CORNER OF WISCONSIN & NEVADA 767.10 DESIGN ENGINEER MATTHEW NETT FROM STA. 13+50 TO STA. 17+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-01 SHEET 13 OF 25 J. Ol 0 0 T 0 0 c 0 I I WISCONSIN I I STREET F Z I I I I F.O., F.O. � I ca �✓JM1�GP' �0 1505 NE*I 1513 +� ( 1517 +� I 1523 T LU TYP. 1 nw .10,0.0' ° �. I 50.0' w i �N e ",20.0 I vx� .3' vn G ,. A° rd I T 6 ROP. B" WM RELAY SS 30 S.6 L.F. 10" SAN. 0.28% 283.9 .F. 24" STO.O 0. O% D 17767. 0� , P-43 > #_ _ .. ._ .... ) . e ;ti;i j _.\ °p 1 \� T _ _� ,: 03.0' ,ro o- '� : a I ' P-25 w-24 TYP. 2 O o^ 103.4' \ 50.0 ,ro f .0' 866.337 L BURIED co-119CO.13 1521422 `�,/ ' 5524 Co eV''Nboo oW CO.12. + I Z W o N i u -- N - - - - -- i i _ y I I I --- W I- S.C. 0+44.8 (TV) - 3 I o- - - - - - - - r SANITARY MH W-10 STORM INLET 1.19 STA. 20+21.37, 45.9' RT STA. 20+04.28, 34.6' LT RIM=764.30 RIM=764.05 8"(W)=753.34 12"(N)=761.05 12"(E)=755.28 SUMP=1.50, 17+50 18+00 18+50 19+00 19+50 DEPTH=10.20' DEPTH=4,50' STORM MH (W DIA) W-25 STORM INLET I.20 STA. 20+12.16, 34.6' LT STA. 20+36.08, 34.8' LT766 RIM=764.21 RIM=764.05 12"(N)=760.81 12'(S)=761,05 12"(S)=760.97 SUMP=1.50' 765 15"(E)=759.49 DEPTH=4.50' DEPTH=3.98' 764 STORM MH (4' DIA) W-26 STA. 20+14,68, 52.5' RT RIM=764'14 763 15"(V4)=759.52 15"(E)=760.20 DEPTH=3.87' 762 STORM INLET 1.9 STA. 19+67*67, 18.0' LT 761 RIM=764.01 12"(E)=761.01 SUMP=1.50' 760 DEPTH=4.50' STORM INLET 1.10 759 STA. 19+88.07, 18.0' RT RIM=764.00 12'(N4=761.00 758 SUMP=1.50' DEPTH=4.50' 757 STORM INLET 1-11 STA. 20+53.09, 18.0' LT RIM=764.26 756 12'(E)=761.26 SUMP=1.50' DEPTH=4.50' 755 STORM INLET 1.12 STA. 20+53.09, 18.0' RT 754 RIM=764.26 12'(W)=760.99 15'(S)=760.99 753 SUMP=1.50' DEPTH=4.77' 752 Ie I o I. W c0,.4- B-14 - P J W ° . I P-26 �B-13 \ P•27 W-25 R•4 7p \ \ 9 P-28 1.20 i 0 0 IJ . I I STORM MH (5' DIA) W-18 20+00 STA. 20+12.35, 18.5' RT 20+50 n 0 N 54.0' 18 �{ CO-15 - Is.. 17 .I .i a> V-22 R.6 B-t7 .I - a I. �e _P e p y ° p , ) p - 144.0' m o A" LEAD . 0+56.9 (TV) 0 21+00 _ III II I III I III III9.35 I5-(Vv)=759.35 t : . O. . •, t / N�O��►��►��p�►p�►p�►pG�►O�►C�►p�� 1:. I . 1 i�O�i��i�fi��0�0`��G'G G'oi i PIS►� -SANITARY MH W-7- t. •I 766 765 764 763 762 761 760 759 758 757 756 755 754 753 752 I I � I I � � I I + 1621 I ti 70.5' R41NVsZ i 45.0' 48.0' 1616 I 1620 I � I I I I PIPE SEGMENTS P•11 = 26.0 L.F. 12" STO. @ 1.00% P-28 = 23.9 L.F. 12" STO. @ 1.00% P-12 = 10.0 L.F. 12" STO. @ 1.00% P-29 = 53.1 L.F. 15" STO. @ 0.25% P-13 = 26.8 L.F. 18" STO. @ 0.50% P-30 = 18.2 L.F. 15" SAN. @ 0.24% P-14 = 40.7 L.F. 15" STO. @ 1.00% P-31 = 20.9 L.F. 10" SAN. @ 0.28% P-15 = 36.0 L.F. 12" STO. @ 0.75% P-32 = 46.0 L.F. 8" SAN. @ 0.40% P-16 = PROP 6" WM RELAY P-33 - 22.4 L.F. 12" SAN. @ 0.24% P-26 = PROP 6" WM RELAY P-34 = 34.2 L.F. 15" STO. @ 0.50% P-27 = 7.9 L.F. 12" STO. @ 1.00% P-35 = PROP 6" WM RELAY P-49 = PROP 8" WM RELAY P-50 = PROP 8" WM RELAY WATER MAIN FITTING SCHEDULE B-13 = 6" 45' BEND STA =20+28.1, 39.1' LT a-15 = 6" 45° BEND STA =20+28.7, 46.4' RT B-14 = 6" 45' BEND STA =20+06.4, 60.7' LT 8-16 = 6" 45° BEND STA=20+07.3, 69.1' RT R-4 = 8"X 6" REDUCER STA=20+28.2, 36.2' LT V-21 = 6" VALVE STA=20+58.0, I IX RT V-18 = 8" VALVE STA=20+28.3, 10.8' LT T-10 = 8" X 6" TEE STA =20+58.0, 8.0' RT V•19 = 8" VALVE STA=20+25.8, 8.0' LT V•22 = 8" VALVE STA=20+60.5, 8.0' RT V-20 = 8" VALVE STA=20+28.4, 4.6' LT H-6 = HYDRANT STA.=20+58.0, 24.5' RT T•8 = 8" X 8" TEE STA=20+28.3, 8.0' LT R-6 = 8" X 6" REDUCER STA.=20+62.0, 8.0' RT V-24 = 8" VALVE STA=20+28.4, 11.4' RT B-17 = 6" 45° BEND STA.=20+63.3, 6.0' RT T-9 = 8"X8" TEE STA=20+28.4, 8.0' RT B-18 = 6" 45' BEND STA=20+80.5, 9.2' LT R-5 = 8" X 6" REDUCER STA.=20+28.7.43.7' RT STA. 8" W.M. EL. (TOP) MAIN CONNECTIONS 20+25.8 (TEE) 757.40 C0.14 = CONN. PROP. 6' WM TO EX. 6" WM 20+28.4 (TEE) 757.40 CO-15 = CONN. PROP. 6' WM TO EX. 6' WM 20+62.0 (REDUCER) 757.32 CO-16 = CONN. EX. 15" SAN. TO PROP. 15" SAN @ 752.9t CO-17 = CONN. EX. 8' SAN. TO PROP. B" SAN @ 753.3t CO-18 = CONN. EX. 12" SAN. TO PROP. 12. SAN @ 753.1t C0.19 = CONN. EX. 12" SAN. TO PROP. 12' SAN @ 755.31 CO.20 = CONN. EX. 15" STO. TO PROP. 15' STO @ 760.2t CO.21 = CONN. PROP. 6' WM TO EX. 6" WM 17+50 18+00 18+50 19+00 19+50 20+00 RIM=764.49 20+50 8"(N)=753.25 21+00 10 (N)=753.16 15"(W)=752.98 10'(S)=753.16 12'(E)=753.08 8"(E)=753.16 DEPTH=10.83' DEPTH=10.58' 88 DATUM BENCH MARKS - USGCRIP PLAN DESIGN INFORMATIONAUGUST PLAN REVISIONS DESCRISSUED TE BY SANITARY, STORM, WATER MAIN N0. STATION IONNAV DESCRIPTION ELEV. DESIGN DATE 2022 OR CIPTION ONS UCTION 02/07/2023 5 16+92 HYD. TAGBOLT@ SE CORNER OF WISCONSIN & NEVADA 1 767.10 WISCONSIN STREET 6 19+97 HYD. TAGBOLT SE CORNER OF WISCONSIN & BENT 766.37 DESIGN ENGINEER JOE STANDIFORD DESIGN ENGINEER MATTHEW NETT FROM STA. 17+50 TO STA. 21+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 zo 40 CITY CONTRACT 23-01 SHEET 14 OF 25 to 0 c: - - - - - - - - - - - - - 3/4" LEAD 0 T7 S.C. 0+70.6 (TV vI o _ 3:15 J 0 - - - - - - - - - - T" r' 0 z 3/4" LI�IAQ� S.C. 0+29.0 + (TV) 4 Ip 1-14 R R� qr W-13 P-40 W. Icl 11 m P-38 o P-41 NE 3 4:� L S.C. 0+ TV TYP.(D - - - - - - - - - - BURIED F.O. S.C. 0+ TVg STORM MH (6- VIA) W-13 STA, 11+12.98, 8.0' RT RIM=765.28 30-(N)=758.62 50+50 30 (E)=7 .62 - 30: (S)=755 .62 DEPTH=5.91' 765 - STORM MH (5- VIA) W-19 STA. 11+13.13, 34.6' RT 764 - RIM=765.01 3W(N=758.75 30'(E)=758.75 763 - 12"(S)=761.7 DEPTH=5.51! 762 - STORM MH (6- VIA) W 20 STA. 11+13.25.59.0'RT 761 RIM=765.11 30 (M=758,87 30:(SE)=758.87 760 DEPTH=5.49' 759 STORM MH (5- VIA) W-21 STA. 10+92.74,69.4'RT RIM=765.1 a 758 30'(NW)=758.99 18'(E)=760 ' 35 DEPTH=5.44' 757 - STORM INLET 1-13 STA. 10+90.16, 34.7'RT 756 - RIM=765.01 12'(N)=762.01 SUMP=1.50' 755 - DEPTH=4.50' 50+50 STORM INLET 1.14 STA. 11+20.14, 34.6' RT RIM=764.83 12'(S)=701.84 SUMP=1.50' DEPTH=4.60' ------------- TyP 3 �11At r19 S.C. 2 +�04'5 TV F-514A n nI I IgI 0 F514 + 0 10 q (3 I I Tr " :RA' s CONGRESS` 120.0' 0 50.0, vi, 766 "76 .............. ANNEX AVENUE w W_ w 1 B-5 A� P•I 52tOO S _NV 61t0 R0 t� Ss Ss -SSr _+-7 /BM 113 767AA 120.5' BU RIED T-3 F.O. LZ j M 0+47.3 (TV) LEAD O j Lu =F= - - - - - - - - - - - - -II I --- EIRE L 51,00 -11 - ____ -.51+50 51+00 W+'ju lz (t)=fw.of DEPTH=7.92' MAIN CONNECTIONS CO-3 = CONN. EX. 18"STO. TO PROP. 18* STO. @ 760.4± CO-4 = CONN. EX. 12' SAN. TO PROP. 12" SAN. @ 757.9± C0.5 - CONN. PROP. 6"WM TO EX. 6"WM 52+00 765 764 763 762 761 760 759 758 757 756 755 52+00 PIPE SEGMENTS P'36 = PROP 6' WM RELAY P.313 = 26.6 L.F. 30" STO. @ 0.50% P-39 = 23.0 L.F. 12" STO. @ 1.00% P-40 = 7.0 L.F. 12" STO. @ 1.00% P-41 = 24.4 L.F. 30' STO. @ 0.50% P-42 = 23.0 L.F. 30" STO. @ 0.50% P-46 = PROP 8"WM RELAY WATER MAIN FITTING SCHEDULE H-3 = HYDRANT STA .=10-64.5,21.5'LT V-5 = S"VALVE STA.=10+64.5,10.4'LT T-3 = 8:X6"TEE STA.=10+64.5.8.0'LT V-6 = 8 VALVE STA.=10+94.3,8.0'LT TA = 8"X 6"TEE STA.=10+96.9, 8.0'LT V-8 = 8"VALVE STA.=10+99.4, 8.0'LT V-7 = 8"VALVE STA.=10+96.9,5.0'LT R-1 = 8"X 6"REDUCER STA.=10+97.2, 50.0'RT B-1 = 6"45* BEND STA .=10+97.2,52.0'RT B-2 = 6'45* BEND STA.=11+12.5,65.4'RT 8.3 = 6'45* BEND STA .=11+12.5,67.5'RT U-4 = 6'45* BEND STA .=11+12.5,70.1'RT STA. 6" W.M. EL. (TOP) 10+97.2 (BEND) 758.44 11+12.5 (BEND) 758.64 11+12.5 (BEND) 758.64 11+12.5 (BEND) 759.77 11+12.6 (CONN.) 759.77 STA. 8" W.M. EL. (TOP) 10+96.9 (TEE) 758.28 10+96.9 (VALVE) 758.29 10+96.9(DEFLEC-r) 768.29 10+97.0(DEFLECT) 757.98 110+97.2 (REDUCER) 768.44 -0 A ap J S�2+91.1 (TV) 34,.LEAD W-15R p A. I " P.10 1 -8 + t 12, ,. AVENUE SS W_ F514 50.0' BURIED* + F.0 " I - A 1 IP 1:1 If P -5 100.01 01, loo. Op I-- It 120.0' 1 50.0' S.C. 2+ 3�4' TV� P-6 'jVV"Z FU�IED F515 .3 co d . 0 a 1F 515 LEAD 6 LINE < S.C. 02+44.4 (TV) - - - - - - - - - - - - - - nt u: A le J - - --ryp.o - - - - - - - - - - - - - - - - ---- TV 3/4' IL. 'o 6 STORM INLET 1-5 STORM INLET 1.6 STORM INLET 1.7 STORM INLET 1-8 STORM INLET 1.15 STORM INLET 1.16 STORM INLET 1.17 STORM INLET 1.18 STA. 13+76.32, 18.0' LT STA. 13-76.32, 1 8.0'RT STA. 14+41.32, 18.0' LT STA. 14+40.65,18.0- RT STA. TA .13+92.83,34.6'LT STA. 14+24.81, 34.7'LT STA. 13+94.15,34.7'RT STA. 14-24.15, 34.6'RT RIM=764.01 RIM=764.01 RIM=764.01) RIM=764.00 RIM=764.01 RIM=764.05 RIM=763.85 RIM=763.86 12'(E)=761.01 12'(VV)=761.01 12-(E)=761.00 12'(VV)=761.00 12-(N)=761.01 12'(S)=761.05 12-(N)=760.85 12"(S)=760.86 SUMP=1.50' SUMP=1.50' SUMP=1.50' SUMP=1.50' SUMP=1.50' BUMP=1.59 SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' 765 764 763 762 761 760 759 758 757 756 755 STORM MH (4- VIA) W-15 STA. 14-41.32,8.0'RT RIM=764.20 24.(S)=758.13 24'(N)=758.13 1 2" =760 74 753 765 PIPE SEGMENTS 764 P-5 = 26.0 L.F. 12" STO. 1.00% P-6 = 10.0 L.F. 12" STO.1.00% P-7 = 24.2 L.F.30 STO. 0.20% 763 P-8 = 40.8 L.F. 24: STO. @ 0.20% P-9 = 26.0 L.F. 12" STO. @ 1.00% 762 P-1 0 - 10.0 L.F. 12' STO. 1.00% P'17 . 7.2 L.F. 12" STO. @ 1.0% P'11: = 24.7 L.F. 12: STO.1.00% 761 P-1 = 42.8 L.F. 36 STO. 0.50% P-20 = 26.9 L.F. 48'STO. @ 0.20% 760 P-21 = 0.4 L.F. 12" STO. @ 1.00% P-22 = 23.6 L.F. 12" STO. @ 1.00% P-47 = PROP 12" WM RELAY 759 P-48 - PROP 12'WM RELAY 758 WATER MAIN FITTING 757 SCHEDULE -6 = 12' 22.5: SEND STA.=14-22.0,54.1'LT 756 : .5 = 12' .=1 2 : 22.5 BEND STA4-16.8,43.2'LT V-12 = 12 VALVE STA .=14+16.9,13.1,LT C-1 = 12 X8"CROSS STA .=14+16.9,8.0'LT 755 V-1 0 = 1 2:VALVE STA.=14+17.0, 3.5' LT D-2 = DEFLECT STA.=14+17.0.7.7'RT 754 B-7 = 12'22.5* BEND STA .=14+17.2,45.3'RT B-8 = 12:22.5* BEND STA.=14+21.9, 57.0' RT T.3 = 1 2 xe"TEE STA .=14+21.9,59.8'RT 753 V-13 = 6"VALVE STA =14+183 599'RT 12'(E)=760.90 61+00 61+50 DEPTH=8.38' 62+00 62+50 63+00 B-9 = e"45* BEND STA . .=13+ . 99.4, . 59.9'RT DEPTH=5.33' STA, 12" W.M. EL. (TOP) B-10 = 6"45* BEND STA.=13+96.5,62.6'RT STORM MH (5- VIA) W-14 MAIN CONNECTIONS 14+22.0 758.44 14+17.0 757.37 R-2 = 6"X4"REDUCER STA.=13+96.5,64.4'RT STA. 13+76 ' 32, 8.0'RT (BEND) (DEFLECT.) RIM=764.21 CO-6 = CONN. EX. 24" STO. TO PROP. 24" STO. @ 759.0± 14-16.8 (BEND) 757.50 14+17.2 (BEND) 756.08 12-(E)=700.91 CO-7 = CONN. PROP. 12* WM TO EX. 12" WM 14+16.9 (VALVE) 757.37 14+21.9 (SEND) 755.72 12'(Vv)=760.75 30"(N)=758.09 CO-8 = CONN. EX. 27"STO. TO PROP. 27"STO. @ 758.6± 1 4+16.9 (CROSS) 757.37 14+21.9 (TEE) 755.72 30-(S)=758.09 CO-9 = CONN. PROP. 4* WM TO EX. 4"WM 14+17.0 (VALVE) 757.37 DEPTH=5.36' CO-1 0 = CONN. PROP. 12' WM TO EX. 12" WM BENCH MARKS - LISGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY NO. I STATION I - DESCRIPTION _ I - ELEV. DESIGN DATE AUGUST 2022 ISSUED FOR CONSRUCTION 02/0712023 SANITARY, STORM, & WATER MAIN 3 1 10+78 HYDRANTTAGBOLT0_ BE CORNER OF WISCONSIN &ANNEN 767.18 DESIGN ENGINEER JOE STANDIFORD INTERSECTIONS TIE-INS 4 1 14-28 IHYD. TAGBOLT & NW CORNER OF WISCONSIN& CONGRESS I 766.76 I DESIGN ENGINEER MATTHEW NETT ANNEX AVE. & CONGRESS AVE. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-01 SHEET 15 OF 25 0- e BURIED F.O. 0 0 S.C. 0+32.4 U: 3/4" 161 T.6 z 0- G Il - - - - - - - - - - - - - - - - - - - - fH5V-14 trR) V-17 MD 16 V�i,5 70100 S.C. 0+30.8 (TV) 177 0 + - - - - - - - - - - - - TYP. 0- ,/4" 'LEAD I 2i S.C.0+72.5 (TV) 'c�-, o GAS LINE rr�tj, -, - - :i iu 2 ce - - - - - - - - - - - cc MAIN CONNECTIONS CO*l I = CONN. PROP. 6" WM TO EX. 6" WM CO'l 2 m CONN. EX. 8" SAN. TO PROP. 8' SAN. @ 756.3± co -I 3 m CONN. EX. 15"STO. TO PROP. 15"STO. @ 759.7± 70+50 71+00 766 P-23 - 47.2 L.F.WSAN. @ 0.40% P-24 = 19.1 L.F. 18' STO. @ 0.50% P-25 = PROP 6' WM RELAY 765 P-43 = 19.6 L.F. 18"STO. @ 0.50% 764 WATER MAIN FITTING SCHEDULE 763 T-7 = 8"X 8" TEE STA .=1 7+19.8, 8.0'LT V-16 = 6" VALVE STA .=17+19.8,4.7'LT 762 D3 = DEFLECT STA.=17+19.8,80RT .3 = B"X6"REDUCER STA.=17-19.9,25.6'RT .11 = 6"45'BEND STA.=17-19.9,28.7'RT 761 B-12 = 6*45'BEND STA.=17+01.9,46.9'RT V-15 = 8 VALVE STA =17+16.2, 8.0'LT 760 V-1 T = 8: VALVE STA*=17+22.5,80LT T-6 = 8"X6* TEE STA.=17+49.9,8.0'LT V-14 = 6" VALVE STA.=17+49.9, 10.6'LT 75 H-5 = HYDRANT STA.=17+49.9,22.4'LT 75 STA. 6" W.M. EL. (TOP) 75 17+19.9 (BEND) 757.643 17+01.9 (BEND) 758.91 756 STA. 8" W.M. EL. (TOP) 1 7+19,8 (TEE) 758.02 755 17+19.8 (VALVE) 758.00 17-19.8 (DEFLECT.) 757.75 754 17+19.9 (REDUCER) 757.66 S.C."0+30.9 (TV) 3/4 LEAD C! n F F- 5+ -1 518 0 c3 I 3 60.0, 'ID ui +\ NEVADA AVENUE .......... .............. W-9 CO-12 c0.11 W-4 B 7M 4 M7.1%& 80.0, 40.0' BURIED I Z F.D. F-521-1 + 34'* LEAD S.C.0+87.1 (TV) 71+50 72+00 SANITARYMHYi-S 17+11.80. O.O'T RIM=765.22 8.(S)=754.02 70+50 EPTH=10.44' 71+00 BENCH MARKS - LISGS NAVD 88 DATUM 10. STATION DESCRIPTION 5 16+92 HYD. TAGBOLT @ SE CORNER OF WISCONSIN & 6 19+97 HYD. TAGBOLT @ SE CORNER OF WISCONSIN& BENT 766.�, CITY OF OSHKOSH, WISCONSIN 71+50 766 765 764 763 762 761 760 759 758 757 756 755 754 1 72+00 STORM MH (4- DIA) W-16 STA. 17+03.76, 8.0'RT RIM=765.10 24'(N)=758.65 18-(E)=758.65 24'(S)=758.65 DEPTHm5.70' STORM MH (4- DIA) W-30 STA. 17+03.72,27.1- RT RIM=764.90 W(W)=758.75 18'(NE)=758.74 DEPTH=5.41' STORM MH (4'DIA) W-24 STA. 17+17.90,40.6'RT RIM=764.84 15'(E)=759.69 18'(SW)=758.84 DEPTH=5.25' PLAN DESIGN INFORMATION DESIGN DATE AUGUST 2022 DESIGN ENGINEER JOE STANDIFORD, DESIGN ENGINEER MATTHEW NETT JAMES RABE, DIRECTOR OF PUBLIC WORKS S.C. 0354'+ .6 TV9 C C' B-18 F -602 L /o . 4. F524 F514 + .-17 100.0, 1 R-62 H-6 V0.0 80.0, 14 1 TA V_ I IP WEST BENT I IP / 1-12 ---- - - tl �p '7 I ' CO-16 P-30 , NYS am--NIIS NVS 1-20lr P-31 ... . ......... - ... . ..... . .... V-1 8 -8 P-49 P-50 R-5 4 .1 V-1 V-20 B-15 81+8o- 8 w - ---- QQ W-10 ? P-35 's M25 CO -20 Ss ss .... . ...... . . .. P-29 I1I W-26 C 14 P-27 CO-21 W_ B,14 B-16 IP •0 �l Bm#6s P-13 . 766.37 A 0 4 . . ......... AVENUE - 1-9 P-12 P-1 I IP 1p + IP 1p 100.0, 40.0' 40.01 L 1 _ 40,0' 50,0' BURIED F.O. g + ct� 515 �f ( -523 519 rn TYR 1 co F F 0 0 + 3 S.C. 2+ `BURIED IF. vi rt2 1 6- Typ.(D 3�4,.2LI5 io J .7 (TV) - - - - - - - - - -GAS LINE PIPE SEGMENTS STORM MH (5' DIA) W-17 81+25 81+50 82+00 82+50 62+75 P-1 1 = 26.0 L.F. 12 STO. @ 1.00% P.29 = 53.1 L.F. 15"STO. @ 0.25% STA. 19+87.67, B.O'RT RIM=764.21 12'(E)=760.90 765 12:(VV)=760.75 1 8 (NE)=759.22 24'(S)=759.22 764 DEPTH=4.24' 73 STORM MH (5- ,,A) W.is STA. 20+12.35, 18.5' RT RIM=764JO _2 18:(SVV)=759.35 1 5 (W)=759.35 15:((E)=759.35 761 15 N)=760.58 DEPTH=3.99' 760 STORM MH (4! DIA) W-25 STA. 20-12.16,34.6'LT RIM=764.21 9 12:(N)=760.81 1 2 (8)=760.97 15. (E)=759.49 756 DEPTH=3.98' STORM MH (W DIA) W-26 7 STA. 20+14.68, 52.6' RT RIM=764 14 1 5"(VV)=7-69.52 15'(E)=760.20 DEPTH=3.87' 5 STORM INLET 1-9 STA. 19+87 * 67,18-O'LT 754 RIM=764.01 12'(E)=761.01 SUMP=1.50' 753 DEPTH=4.50' 752 PROP. CL Ogg ��lo�� -- PAP OR 1p"al 10O SANITARY MH W-6 TA �20+20.39, �001 T P-12 m 10.0 L.F. 2 STO 1.00% P-30 = 18.2 L.F. 15"SAN. @ 0.24% P-1 3 = 26.8 L.F. 18' STO 0.50% P-31 = 20.9 L.F. 1 0' SAN. @0.28% 765 P-14 = 40.7 L.F. IS- STO. @ 1.00% P.32 = 46.0 L.F. 8- SAN. @ 0.40% P*l : = 36.0 L.F. 12" STO. @ 0.75% P-33 = 22.4 L.F. 12" SAN. @ 0.24% P.1 = PROP 6" WM RELAY P-34 = 34.2 L.F. 15"STO. @ 0.50% 764 P-26 = PROP 6' WM RELAY P-35 = PROP 6" WM RELAY P-27 = 7.9 L.F. 12" STO, @ 1.00% P-49 = PROP 8" WM RELAY 763 P-28 = 23.9 L.F. 12" STO. @ 1.00% P-50 = PROP 8" WM RELAY STA. 6" W.M. EL. (TOP) STA. 8" W.M. EL. (TOP) /b,f 20+06.4 (BEND) 758.87 20-28.3 (REDUCER) 757.40 20+28.1 (BEND) 757.32 20+28.3 (TEE) 757.40 761 20+63.3 (BEND) 757.32 20+28.3 (VALVE) 757.40 20,80.6 (SEND) 758.47 20+28.4 (TEE) 757.40 760 20+28.4 (VALVE) 757.40 20+28.4 (REDUCER) 757.40 20+25.8 (VALVE) 757.40 759 20+58.0 (TEE) 757.40 20+60.5 (VALVE) 757.40 0-21 20+62.0 (REDUCER) 757.40 758 WATER MAIN FITTING 757 SCHEDULE 756 :14 = 6"45* BEND STA.=20+06.4,60.7'LT _13 = 6"45* BEND STA.=20+28.1, 39.1'LT R-4 = 8"X 6" REDUCER STA.=20+28.2,36.2' LT T-8 = 6"X 8" TEE STA.=20-28.3, 8.0'LT 755 T-9 = 8"X8'TEE STA.=20+28.4,8.0'RT R-5 = 8.X6"REDUCER STA.=20+28.7,43.7'RT 754 1 1 5 = 6.4S: SEND STA.=20+28.7,46.4: RT :1 r , = 6"45 BEND STA.=20+07.3,69.1 RT V-15 = 8" VALVE STA.=20+28.3, 10.8'LT 753 V-20 = 8" VALVE STA.=20+28.4,4.6'LT V-24 = 8" VALVE STA.=20+28.4,11.4'RT 752 V-19 = 8" VALVE STA.=20+25.8, 8.9 LT STORM INLET 1.10 STA. 19+88.07, MYRT 81+25 81+50 10-(N)=753.16 82+00 10-(S)=753.10 T-10 = S"X6"TEE STA .=20+58.0,BA' RT 82+50 82+75 RIM=764.00 10-(S)=753.16 8-(N)=753.25 V-21 = 6" VALVE STA.=20+58.0, 11YRT 12'(VV)=761.00 8'(E)=753.16 15-(M=752.98 MAIN CONNECTIONS H.6 = HYDRANT STA.=20+58.0,24.$'RT SUMP=1.50' DEPTH=10.58' 12-(E)=753.08 V-22 = 8" VALVE STA .=20+60.5,8.0'RT CO-14 = CONN. PROP. 6* WM TO EX. 6* WM DEPTH=4.50' DEPTH=10.83' R-6 = 8. X 6" REDUCER STA.=20+62.0, 8.0'RT CO'15 m CONN. PROP. 6' WM TO EX. 6* WM B-17 = 6"45'BEND STA.=20+63.3,8.0'RT STORM INLET 1.11 STORM INLET 1-12 STORM INLET 1.19 STORM INLET 1.20 CO-16 m CONN. EX. 15"SAN. TO PROP. 15' SAN @ 752.9± STA. 20-53.09,18.0'LT STA. 20+53.09, 18.0' RT STA. 20+04.28, 34.6'LT STA. 20+36.08, 34.8' LT B-18 = 6"45'BEND STA .=20+80.5,92LT CO-17 = CONN. EX. 8' SAN. TO PROP. 8" SAN @ 753.3± RIM=764.26 12%E)=761.26 RIM=764.26 12-("=760.99 RIM=764.05 12'(N)=761.05 RIM=764.05 12'(S)=761.05 CO-18 m CONN. EX. 12" SAN. TO PROP. 12R SAN @ 753.1± SUMP=1.50' SUMP=1.50' SUMP=1.50' CO-19 m CONN. EX. 12" SAN. TO PROP, 12' SAN @ 755.3± DEPTH=4.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' CO-20 m CONN. EX. 15"STO. TO PROP. 15'STO @ 760.23 DEPTH=4.77' CO-21 m CONN. PROP. 6' WM TO EX. 6" WM PLAN REVISIONS DESCRIPTION DATE BY _ SANITARY, STORM, & WATER MAIN ISSUED FOR CONSRUCTION 02107/2023 INTERSECTION TIE-INS NEVADA AVE. & W. BENT AVE. SCALE IN FEET: 0 20 I - 40 6;--= CITY CONTRACT 23-01 SHEET 16 OF 25 I z D D STRUCTURES P 1 18" PULL BOX- STA. 3+59.97,27.5'RT- - 18" PULL BOX STA. 5+41.77, 27.5'RT P:"2 - PB-3 -18" PULL BOX - STA. 7-09.28, 27.5'RT P 6-4 - 18" PULL BOX -STA. 9+24.89, 27.5'RTII Lu --- - ----------------- WISCONSIN STREET L:-1 - TYPE 5 BASE - STA. 3+60.48, 23.5' LT L 2 5 BASE STA. 5+41.88, 23.5' RT -TYPE - Le•3 - TYPE 5 BASE - STA. 7+12.17, 23.5'LT LB-4-TYPE 5 BASE- STA. 9+24.85, 23.5' RT BURIED ER 1 1 12271 F F 1235] F 1241] F1 245 COM PBA - 24"PULL BOX - STA. 7+27.82,27.5'RT 0 120.0' o LINE 125.0' BURIED 102.0' 73.85' FFIBER 60.01 50.0' R. v- . . ......... . LB_t w 0 1\0 j.......... .......... . ... R -1 7 D a -34 go---: oo . ........ 0 +,00 4tL 5b + 5 00 6+.00 7+00 0 E) 8100- in Nvs _Nvs vs IlvS 0 I.... . . w W w wQ__ u: . . . ........ .W ..................... .................... - - G G G G G L 0 oil G F - -- - ----- --------------- PB-' CONDUIT 3 ONDUIT PL�-2 M #2 •9 41 1,1 53.3fj 500, COM PB-1 CO-1 I'M 41 F 1-130 U E N _4_1 F --- 1220 1224 IS F1216FF1 23] BURIED F_123 124 ol J14 F244 xcos MAIN CONNECTIONS F113ER BURIED FIBER LINE BURIED FIBER PIPE SEGMENTS P'l = 4.0 L.F. OF 3"CONDUIT CO-1 CONN. PROP. 2"CONDUIT TO EX. PB. P-2 = 4.0 L.F. OF 3" CONDUIT x L NOTES: THE SCOPE OF THE WORK SHALL INCLUDE ALL UNDERGROUND CONDUIT AND PULL BOXES; UNLESS OTHERWISE NOTED BETHLEHEM LUTHERAN CHURCH WISCONSIN STREET ELECTRICAL DESIGN IS ONLY AN APPROXIMATION OF LOCATION. CONTACT DAN KUSSMANN "SCOOTER" FOR FIELD PLACEMENT. (379-1127) SCH 1206 ONTARIO ST 80 PVC SHALL BE INSTALLED UNDER ALL ROAD PAVEMENT SCH 40 PVC MAY BE INSTALLED WHEN NOT UNDER ROAD PAVEMENT -FINISHED GRADE FOR COMMUNICATION VAULT & PULL BOX SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER F1 227 1235 1211] F F 12451 F1255 F L!�� L2L51 271� F1 275 II F 1 1=1 03 102.0' 73.85' I I I 73.45 60.0' BURIED . . �I 50.0" 5D 0, 54.0 /H\ 50.0' F113ER 'IiL7_1 43. 47.0' FIE 47 O�', - - - - - - - - - - - - //k 3 \_ 11 - -0- L_ j EL F14 `6 0 _ _ ° 0 h 11 -1 7 ° �" �m- is-°-r ® to � , ^_ ®�- -L I . . . . ....... . . .... ....... \_j .... ..... .. ..... --------- . ....... ... . ...... .... . .......... ....... ................... . ........ . . . . .......... ....... .... . . .... . ............ .......................... . .... . . . . .......... . ........... - -- - ------- - ----- 6+.00 0 7+00 0 8+,00 9+,00 10:too 0 11+ 5+,00 mys - - 0 IM FIVS .1. S SS _SS_ SS Ins SS ss oSS 1: _w W_ ........... . ........... . \1 il (IB-2)M \\ . . .......... . . ........ . ................. ........................ LB ik . . . . ........... . . . .. . ...... Z-4-, G .G ol 1,16d L.V. UV ;e UVNUUI- .67.5C.F. OF3'CONDUIT . F_ � CONDUIT - �___ -1 330 L F. 0 2 ONO-UM3 F 1 1 Ijb.2 L,1'. OF 3" NO IT bl-��+� COM VAULTA + H - . "2 11 j n, 54.0' 50.� 60.0" 15 5 19.0, 767.92 so FF FFl-12 6 F1 272 F 6 1220 _1240_1 F1244 250 F1262 123. 1234 256 F1214 \�Ts N� N GAS LINE BURIED FIBER AS LINE w BURIED > FIBER 4 x w z z -T-DATE BENCH MARKS USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION BY ELECTRICAL PLANS 0 STATION DESCRIPTION ELEV.-d DESIGN DATE INEER ISSUED FOR CONSRUCTION 12 WISCONSIN STREET 1 1 3 2 0 IH D y TAGBOLT 0 NE CORNER OF WISCONSIN &NEWYORKI 769.02 1 NEER DESIGN ENGINEER DE S t02/07/2023 FROM W. NEW YORK AVE TO STA. 9+50 5+ +57 H D. TAGBOLT @ NE CORNER OF 1220 WISCONSIN ST 76T92 DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: D20 40 CITY CONTRACT 23-01 SHEET 17 OF 25 II; I V n r 7 V D v U C 0 D .T a) 0 I I I I I STRUC4UREs ' ' PB•5 - 18" PULL BOX - STA. 10+70.10, 27.5' RT LB•10 - TYPE 5 BASE - STA. PB•6 - 18" PULL BOX - STA. 11+27.59, 33.8' RT LB•11 - TYPE 5 BASE - STA. 16+07.39, 23.5' RT yy!!^^ ' WISCONSIN STREET I PB"7.18" PULL BOX - STA. 12+40.55:27.5' RT LB•12 - TYPE 5 BASE - STA. 16+93.66, 55.8' RT PB-8 18" PULL BOX-STA. t3+Bt.86, 27.5' RT - COM VAULT-1 - 30" X 48" VAULT- STA. t0+59.34, 27.5' RT PB-9 18" PULL BOX STA. 14+37.56, 27.5RT I W i .sl LB•70 j I I I I - - COM PS-2 - 24" PULL BOX - STA. 13+69,43, 27.5' RT PB•10 - 18" PULL BOX - STA. 14+37,94, 27.4' LT COM PS-3 PULL BOX STA. 16+74.02, 27.5' RT ' li I W i -24" - PB•11 - 18' PULL BOX - STA. 16+07.45, 27.5' RT LC-1 - TYPE 9 BASE - STA. 13+90.83, 46.2' RT GAS I UNE ] . Z > 255 i I I I I I 1261 1265 1271 1275 1303 PB•12 - 18" PULL BOX - STA. 16+80.40, 27.5' RT LB-5 - TYPE 5 BASE - STA. 10+69.84, 23.5' LT 1313 1321 1325 ti : : { s Q 1401 I 1407 UUNNSE LB•6 TYPE 5 BASE 11+23.94 ( I O 1 LL BM - 510.0' BURIE �y ,�J/��y�• 43. i n ••• 47.0' i 47.0' / 0' - - STA. 80.4' RT LB•7 -TYPE 5 BASE. STA. 12+40.50,23,5' RT , BURIED °a FlBER 7 i 48.0' ++ , V a > I > O �- 76/ 7� 50.0' 5 i i FlBER�T� „^ j e , / \ .$' LB•8 -TYPE 5 BASE - STA, t 3+92.36, 86.9' RT�Zt l J \ ' �' LB•9 •TYPE 5 BASE - STA. 14+46.23, 23.5' LT„_j` -, r J T77 ` (� i } a P•5 LATERALSTATUS ° BO ' - - - I/ Q1 °G n I° K G � , 1 � rV G \LB-9 i 1 5 D 1 12 00 13 00 1 -ti4f6-SS 15}00 o 9+00 10 00 SS SS SS _SS-0 SS Hys SS SS SS SS o o W W W W :- ............._._. W `;,�; W W W J -.._.. ...__.._......_ ..._-._ -'_........ ...__ _O_ ' OF ' p CO - „ri - LB-4 G I G ® o G �*,, • L.F. ., SON ' .° V/T =� ° I LB-7 p t i f 1 - P•3 -- 79.5 L.F. OF 3"CONDUIT 310.1 L OF 2 coN UIT 1d1.4 L.F.'r 03"- PB-7 COffDGIT - P8-8 m CO B 2 } j• n 5 I I `O- 4 ♦ m p-29.9 ji 5.2 .. Of 3 COND IT 331.5 L F. OF 2'CO UIT 5 } PB-0 _ ( COM VAULT °,_ " C _ ,� • L.F.L.F _ 1- 304.6 L.F. `PB•969. OF 2 C UIT § 500� \ ��'I 50.0 ` G ' 60A' .... a Z�.J 60.0 (.J - 100.0' 54.0 _ 0 50.0' I 50.0' \ �� II I I I BURI I FIBER 1256 1262 1266 1272 I I GAI W W 1306 1 1312 I 1318 1322 LC I 1 r- .i o ° 1402 I BURIED I UNE6 FIBER , .L o LL Z PIPE SEGMENTS s, j . W I I I Z I P•3 a 4.0 L.F. OF 3" CONDUIT a > P-4 a 21.8 L.F. OF 3" CONDUIT O I I ( P•5 = 9.2 L.F. OF 3" CONDUIT I QQ P-6 = 4.0 L.F. OF 3" CONDUIT : o 'b LB-8 o I I WISCONSIN STREET 34, 27.5' RT I 'RT �i o, _ LB-10 RT In - Z 1321 1325 O 7 . ' 48.0 ._ -/ - _ 1'..r� - - I al `-i-' ' n?_' .O O Q 1401 BURIED I 1407 FIBER a 1 e v�BM 44& \ 766.76 I _ ° I \ 50.0 LINE _ -' n I 1415 I 1423 I 1427 I I I I GA 50 0' , i , 50.0' ..ice \_. -UNE- eu�lED 1505 FlBBR 1 0.0' I 1513 I I �N�' 50.0' i ° '\-- 1517 0.0' L.1 } a PB-10 P �; o Y a a ° e, G ._...- I !z1 r . i .-LB-9 -r G /I G I a°G G ° ., G 1 G i :o._ w 11 1 I 0 0 o 08 00 Wr 19 0o 13 00 1 15 00 16 00 ING 17400 I 0 SS SS SS SS SS SS _ -............. .............. ....._.._ o � __.-...............___--_.--.......__-........_-..._..-.._-.._......._...__.-._...__.-._.-.........._-�_. SS SS D SS SS N LL p L.F. OF 3" CONDUI � it L.F. ' OF 3" CONDUIT W W ..___......_._........._......_.._......__ ............. _ \ LL 141.4 L.F. uF 3° CONUUIT 5.7 .. .- .. .... m _ ......m .. PB-12 t 9.9 L F OF 3" CONDUIT P 6 F OF 3° ND I 304.6 L.F. OF 2 C QUIT - ___ _ PB•9 - - _ _ _ _ .ill _. _ _ - _ _. _ - _ P641 �� - 1 COM PB-3 ZO •L. �.- '. Y ° , � 114.6 - � _a! J O_ .0 O "C UIT 2.0 .IF. 4 PB•13 L.F.F 3 a - � ° ... i75 - � ND OF 2ONDUIT .� ° + ' . i ..._ .. c / 50.0' I 50.0 \ \ IUNE I P 4 / GAS 75.-`-� 75.0' ' BURII� 3.0' 7s7.io '^ I FIRE 103.4' \ . °� ,i 50,0 ' i I 1318 1322 F- ° 1402 1412 1422 Q �- --- - s BURIED 1512 I FIBER I i FlBEIRD lO i W LB 12 I o I cZ Wa I-_____ I> l co I N CJ N ' I ( I O LB-6 I ( _ - _ - _ - _ - _ - _ - _ - _ - - BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR CONSRUCTION 02/07/2023 WISCONSIN STREET 3 10+78 HYD.TAGBOLT SE CORNER OFWISCONSIN&ANNEX 767.18 DESIGN ENGINEER 4 14+28 YD. TAGBOLT NW CORNER OF WISCONSIN & CONGRES 766.76 FROM STA. 9+50 TO STA. 17+50 DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 3 20 40 CITY CONTRACT 23-01 SHEET 18 OF 25 01 3 0 0) 0) s= n n i n r z :.J 7 N D V u U 0 L c c 0 V V m C N 0) C 01 C iJ I I I I I I LB-15 , �a I I WISCONSIN STREET I W m I LINE i 1423 I 1427 I � 1505 I 1513 I 1517 c�As `i✓1NYNi4iVP' 1523 ::: ° 1 ' QFIBER p BURIED 1621 FIBER 500 i, 50.0' , \ J ,190.0 1� i I 50.0' 0.0 I ._....._.° 56.3' i o .._—P - e :)1 �� 354.0' UNE \ 70.5' 1 nl 1 .� _4 —.._..__.........__.____ Oo / I _ CIN — —........ _..... w ° Ci Ci /rTE3 G -. ..,. `J. — 'i o o 17 00 c) 08 00 9 00 0 00 I °' p 1 NUS SS SS SS O SS SS SS SS a> ° > — , .. L.F. '° . 92.8 L.F. —__ ;, l OF 3" _ PB•15 . d. 17 p q7,2 L.F. OF 3" CONDUIT L8- _m „. .0 .FOf 3 C D ° —\ 114.6 OF : a 3" CONDUIT ...,.i ° ° 175.0 L.F. OF 3" CONDUIT 44z.o OF 2 DUI PB-13 pT ° ° 103.4'' �i 50.0 ( GAS UNEV` I I > ? 0.0 LB-14 > _ _ PB•14 — BM #6 J CO DU I �., - COM PBM _ 03.0' 767.to — O •n. • . . f �— COM VAULT-2 I .._. _ 144.0' 1 GAS ._... —_ _ .......- 48.0' i 48.0' I I -n O. d O» o 1422 LL 1 p D 1512 IB BURIED N FIBER I I ��I 1524 $ O /�✓� BURIED '.e LL O I> "•' ct LINE i 161fi I 1620 W O Lu A FIBER Z 1 - I L- 3 i a -- - — - — - — - — - — - — STRUCTURES PIPE SEGMENTS PE-13 - 18" PULL BOX. STA. 17+95.00, 27.5' RT P"7 = 4.0 L.F. OF 3" CONDUIT PB-14 - 18" PULL BOX- STA. 19+70.00, 27.5' RT PB-15 - 18" PULL BOX - STA. 20+62.83, 27.5' RT LB43 -TYPE 5 BASE - STA. 17+95.00, 23.5' LT LB-14 - TYPE 5 BASE - STA. 19+69.80, 23.5' RT LB-18 - TYPE 5 BASE - STA. 20+00.73, 87.9 LT LE-1 8 - TYPE 5 BASE - STA. 20+37.9761.9' RT LB•17 - TYPE 5 BASE - STA. 21+09.83:23.5' RT COM VAULT-2 - 30" X 48" VAULT - STA. 21+16.03, 27.5' RT BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. I STATION DESCRIPTION ELEV. DESIGN DATE - -- ISSUED FOR CONSRUCTION 02/07/2023 WISCONSIN STREET 5 16+92 HYD. TAGBOLT SE CORNER OF WISCONSIN & NEVADA 767.10 DESIGN ENGINEER 6 19+97 HYD. TAGBOLT SE CORNER OF WISCONSIN & BENT 766.37 DESIGN ENGINEER FROM STA. 17+50 TO STA. 21+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: D zo 40 CITY CONTRACT 23-01 SHEET 19 OF 25 J J d J WISCONSIN STREET N r " W J "CONDUIT TO BE BIC BEGIN CONDUIT BORE FROM Kj1 W' COM VAULT 2 1F ALTERNATE 1 r '"As"� T' : '�; ' s UNDER BID ITEM 5170 IFOR ALL INCLUSIVE BORE 81D ITEM E. r �. Q WISCONSIN STREET 2" CONDUIT TO BE BID UNDER BID ITEM 5170 FOR ALL INCLUSIVE BORE BID ITEM. i*&V LB-1 -TYPE 5 BASE -STA. 29 97.29 23.5 RT � s.� W �. TO BE BID . -. .. :� : ITEM 5170 rn r BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS N0. STATION DESCRIPTION ELEV. DESIGN DATE ISSUED FOR CONSRUCTION 02/07/2023 DESIGN ENGINEER WISCONSIN STREET DESIGN ENGINEER FROM STA. 21+00 TO W. MURDOCK AVENUE o zo 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-01 SHEET 20 OF 25 N O N \ N N n N O N N N M 3 v W N C CY M N O N N N M 11) N O N N N M M N O N N N M