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HomeMy WebLinkAbout23-07 Water Main ReplacementsREGARDING 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. 23-07 assessments as per Wisconsin State Supreme Court Decision (Berkvam vs. the City of Glendale, 79 Wis. 2d 279.255 NW 251 (1979). Criteria of Reasonableness It is the opinion of this office that the assessments are, in fact, reasonable. The assessments have been calculated in accordance with the City of Oshkosh Policy for Special Assessments for assessing costs for street construction. 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: $20327A891.20 Proposed Assessments are: $482,747.76 City Cost of the project is: $1,845,143.44! I: \Engineering\2021 - 2030 Contracts\2023 CONTRACTS\23-07 Wtr Mn Repl \Project_Information\Reports\Report of Director of PW \23-07 Criteria for Reasonableness and Benefit_6-2- 23.docx LAKE BUTTE DES MORTS 3 N aD (D U) E U) a� i= 0 1 to N 1-1 U) a� N fly I i i i ' 1 CITY CONTRACT 23-07 OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 BEECH STREET, CONGRESS AVE. TO STA. 19+00 6 BEECH STREET, STA. 19+00 TO W. MURDOCK AVE. 7 CLARKS COURT, CUL DE SAC TO HOLLISTER AVE. 8 HOLLISTER AVENUE, ALGOMA BLVD. TO SHERIDAN ST. 9 OAK STREET, E. IRVING AVE. TO E. LINCOLN AVE. 10 OAK STREET, E. LINCOLN AVE. TO SIEWERT TRL. UTILITIES 11 BEECH STREET, CONGRESS AVE. TO STA. 14+50 12 BEECH STREET, STA. 14+50 TO STA. 19+00 13 BEECH STREET, STA. 19+00 TO STA. 23+50 14 BEECH STREET, STA. 23+50 TO W. MURDOCK AVE. 15 CLARKS COURT, CUL DE SAC TO HOLLISTER AVE. 16 HOLLISTER AVENUE, ALGOMA BLVD. TO STA. 16+50 17 HOLLISTER AVENUE, STA. 16+50 TO SHERIDAN ST. 18 OAK STREET, E. IRVING AVE. TO STA. 15+50 19 OAK STREET, STA. 15+50 TO STA. 19+50 20 OAK STREET, STA. 19+50 TO SIEWERT TRL. UTILITY TIE-INS 21 BEECH STREET INTERSECTION UTILITY TIE-INS 22 OAK STREET INTERSECTION UTILITY TIE-INS QUANTITIES 23 PAVING ESTIMATED QUANTITY SHEET 24 LATERAL ESTIMATED QUANTITY SHEET 25 STORM & SANITARY ESTIMATED QUANTITY SHEET 26 A-B WATER ESTIMATED QUANTITY SHEET ISSUED FOR CONSTRUCTION: 03/07/2023 —? Ll OUT ix ;icenI� �DFITIFIOL- �FIrllI ZAUA�IGC DESIGNATED HAUL ROUTES CITY CONTRACT 23-07 OSHKOSH, WISCONSIN STREETS TO BE PAVED/UTILITY WORK <G<< DESIGNATED HAUL ROUTES DESIGNATED HAUL ROUTES (EMPTY TRUCKS ONLY) DESIGNATED TRUCK ROUTES OPROJECT AREA 3 0) J 0 z SECTION TYPICAL INTEGRAL CONCRETE PAVEMENTCITY OF OSHKOSH, WI REVISIONS NOT TO SCALE "E" RIGHT OF WAY SUMMARY - CONTRACT 23-07 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK,PAVEMENT 6" THRU DRIVEWAY 6" THRU DRIVEWAY (WHERE REQ'D.) VARIES VARIES "A" FACE TO FACE OF CURB VARIES VARIES (WHERE REQ'D.) PAVEMENT NOTES CIL "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% J SLOPE = 2.0% MIN. 4.0%MAX. 6" , 1.0-2.0/ 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 6 CONSTRUCTION OR HINGE JOINT AT CIL WITH %2' X 30" DEFORMED BARS __ - STREET CONSTRUCTION IF CONFLICTS EXIST. 1'.:5"'.. s 5' • .:5 ..S'...'S., ...'S "1'. t: ..5 S'S .5:.'. 'S'.::. 1 t is.'. ,'. 5.4 y..•4 - ..5 ....:5'• s4: `'.� '..,, BACKFILL, TOP SOIL, .:.'::._.:..::-_ ....... _..,._, .._ .:.: _ :• ..,,,-....:.._ :...= :.F.- ,;.:<y.::......:.:::•.:»:c.:; <.-',>.,..,,... .-. .' ...' _ ;, �., . -::..:. .._.;,.., ...... ,.....:.:,>',-:;, �,_..: _• :.: �.-..:. �_:. BACKFILL, TOP SOIL, 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. FERTILIZE SEED &MULCH WHERE DISTURBED (18" TYP) 2.0' -�I 2.0' E L ZE EED & U C 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SAWED LONGITUDINAL JOINT I WHERE DISTURBED (18" TYP) SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C" PLAIN CONCRETE "D"CRUSHED AGGREGATE BACKFILL, TOP SOIL, FERTILIZE, SEED & E-MAT WITH INTEGRAL CURB IRSE FERTILIZE, SEED & E-MAT 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHEDGRADESAT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY BENCHMARK INFORMATION THE ER IN THEAS FIELD. - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6 (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. FOR GRADING/PAVING WORK 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 TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT AREAS INDICATING GRAVEL SHOULDER/DRIVEWAY RESTORATION LIMITS TO BE INCLUDED IN TERRACE BID ITEM, ACTUAL LIMITS TO BE DETERMINED BY THE ENGINEER IN FIELD. SINGLE SIDEWALK SQUARES SHALL BE REMOVED AND REPLACED. 6" © THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) NON ADA (SLOPE) COMPLIANT SQUARES SHALL BE REMOVED AND REPLACED. © 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) REMOVE & REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS City Contract 23-07 Benchmarks List 2/1/2023 Number Station Street Alignment Description Elevation 1 11+84 BEECH PK NAIL ON POWER POLE @ BEECH & CONGRESS 764.51 2 13+76 BEECH ARROW ON HYDRANT @ 1416 BEECH ST. 765.54 3 17+49 BEECH ARROW ON HYDRANT @ BEECH & W. BENT 766.19 4 22+22 BEECH TAGBOLT ON HYDRANT @ 1638 BEECH ST. 767.20 5 26+54 BEECH TAGBOLT ON HYDRANT @ BEECH & W. MURDOCK 768.14 6 41+54 CLARKS TAGBOLT ON HYDRANT @ 1602 CLARKS CT. 761.78 7 12+44 HOLLISTER TAGBOLT ON HYDRANT @ HOLLISTER & ALGOMA 760.55 8 17+19 HOLLISTER TAGBOLT ON HYDRANT @ 1802 HOLLISTER ST. 762.45 9 20+07 HOLLISTER PK NAIL ON POWER POLE @ HOLLISTER & SHERIDAN 763.99 10 12+27 OAK TAGBOLT ON HYDRANT @ OAK & IRVING 754.73 11 14+56 OAK PK NAIL ON POWER POLE @ 727 OAK ST. 753.28 12 18+99 OAK TAGBOLT ON HYDRANT @ OAK & LINCOLN 752.64 13 22+48 OAK TAGBOLT ON HYDRANT @ 841 OAK ST. 751.58 EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 9. INLET CASTING TO BE WELLED %" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. REPLACE DISTURBED SQUARES FROM UTILITY WORK AS DIRECTED BY THE ENGINEER IN THE FIELD. PROPOSED 4" CONCRETE SIDEWALK, 6" THRU DRIVEWAYS. (TYP) (3)-20' LENGTHS OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) (2) #4 TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP) 12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY 4 FT WIDE BEHIND BACK OF SIDEWALK. UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800-242.8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 24-HOUR OSHKOSH WI ® REHABILITATION WORK. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS FIRE DEPT. NON -EMERGENCY NUMBER 920.236.5240 CITY OF OSHKOSH 215 CHURCH AVE. JAMES RABE -DIR. PUBLIC WORKS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH- DIVISION MANAGER/ 920-236-5065 REMOVE & REPLACE EX. CONC. SIDEWALK TO CONFORM TO MAX. %" PER FT. ENGINEERING DIVISION CITY ENGINEER (12.5%) SLOPE THRU DWY. APRON. 6" THICKNESS REQ'D. ACROSS DWY. (TYP) pi REMOVE &REPLACE EX. CONC. SIDEWALK TO CONFORM TO MAX 1" PER FT. CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE (8.0%) SLOPE THRU CURB RAMP. PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920.232-5332 WATER DIVISION REMOVE & REPLACE EX. CONCRETE SIDEWALK DESIGNATED AS UTILITY © REPAIR WORK. 6" THICKNESS ACROSS DWY. REQ'D. EXACT LIMITS TO BE CITY OF OSHKOSH PARKS DEPARTMENT 805 WITZEL AVE. TRAVIS DERKS - CITY FORESTER 920-232-5314 DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) FORESTRY DIVISION OSHKOSH, WI CHAD DALLMAN -ASST. DIR. PARKS 920.232-5313 CITY OF OSHKOSH 926 DEMPSEY TR. DAN KUSSMANN TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920.232-5350 ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHKOSH, WI JIM COLLINS TRANSPORTATION DIRECTOR 920-232-5342 PAVEMENT SCHEDULE FOR CONTRACT 23-07 SPECTRUM 3520 DESTINATION DR. APPLETON, WI VINCE ALBIN DAY 920-831-9249 EVE 920-738-0444 NET CIL "A" "B" "C" "D" "E" WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN- SENIOR SERVICE LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SERVICE CORP. OSHKOSH, WI MANAGER 920-617-2778 BEECH STREET UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, SIDEWALK/DRIVEWAY APRON WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800,450-7280 (CONGRESS AVE. TOW. MURDOCK AVE.) 1,326.41' 24' 10.0' 7" CONCRETE 6" 40' WORK, ASPHALT PAVING WORK, TERRACE WORK. SERVICE CORP. ELECTRIC EMERGENCY NUMBER t-S00-450-7240 CLARKS COURT 4" HMA UTILITY WORK, FULL DEPTH SAWING WORK, PAV'T REMOVAL, FINE GRADING, ASPHALT PAVING WORK, WISCONSIN & SOUTHERN RR CO. 1890 E. JOHNSON ST. MADISON, WI BEN MEIGHAN sob-243-9t2s (CUL DE SAC TO HOLLISTER AVE.) 1,320.00' 14 TYPE E-1.0 10" 59 SIDEWALK WORK, TERRACE WORK 801 O' ROAD E EE, 28' 2.25" LOWER 12.5mm CIL TO EOP 1.75" UPPER 9.5mm TRANS CANADA DE PERWI MATT ERNST 8-6 920-33573 HOLLISTER AVENUE 825.00' 39 7.9 7" CONCRETE 6" 59 UTILITY WORK, FULL DEPTH SAWING WORK, PAV'T REMOVAL, FINE GRADING, ASPHALT PAVING WORK, 1-800-758-1576 EMERGENCY (ALGOMA BLVD. TO SHERIDAN ST.) SIDEWALK WORK, TERRACE WORK ALLIANT ENERGY - WPL 1-800.2554288 NON -EMERGENCY AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 FOND DU LAC, WI ENGINEER OAK STREET UTILITY WORK, FULL DEPTH SAWING WORK, PAV'T REMOVAL, FINE GRADING, ASPHALT PAVING WORK, 13935 BISHOPS DR. (E. IRVING AVE. TO SIEWERT TRL.) 1176.00' 30, 7.9 7" CONCRETE 6" 66' SIDEWALK WORK, TERRACE WORK WINDSTREAM BROOKFIELD, WI 53005 JAMES KOSTUCH 262-792-7938 CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-O FACILITIES 650 WITZEL AVE. JOANN RIFE 920-424-3466 MANAGEMENT OSHKOSH, WI 54903 JOHN FENLON 920-424-2317 7:00 - 3:30 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY N0. STATION DESCRIPTION ELEV. DESIGN DATE JANUARY2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN SURVEYOR DESIGN ENGINEER MATTHEW NETT CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 23-07 SHEET 3 OF 26 m 3 t V) N O N M a� t 0 N z GENERAL NOTES FOR CONTRACT 23-07 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 SIDEWALKAND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS 757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED IN THE UNIT BID PRICE FOR CONCRETE SIDEWALK AND PAVEMENT. O= ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS. EXACT LOCATION 6 ALL CATCH BASINS, MANHOLES AND INLETS TO BE ABANDONED SHALL BE TO BE DETERMINED IN THE FIELD BY THE ENGINEER. (TYP) BACKFILLED WITH GRANULAR BACKFILL. 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME 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 TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND 5' TO 10' FROM STANDARD LIGHT DUTY 8" UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE CONNECT TO EXISTING SERVICE (TYP.) O BACK OF WALK LOCKING OPEN GRATE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET (NYLOPLAST - 0899CGS)* CONSTRUCTION IF CONFLICTS EXIST. 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK **"NO DUMPING DRAINS TO WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O WATERWAY" GRATE MARKER** 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATERMAIN AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER 3 RELAY LIVE STORM LATERALS (6") TO BACK OF WALK DEPRESS GRATE 1" (MAXIMUM) FROM DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) O EXISTING GRADE REGRADE EXISTING UNIT PRICE OF THE WATERMAIN. SURFACE AS NEEDED FROM GRATE TO 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE PROVIDE MOWABLE AREA 10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT REQUIRED TO BACK OF WALK WITH RISERS, BENDS, O CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY 2 MARKER BALLS MIN. (TYP) FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL 2808AG DRAIN ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING BASIN (NYLOPLAST)* WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. O STANDARD 5' HEIGHT CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. STORM SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. SEWER CITY OF OSHKOSH, WISCONSIN REVISIONS 6" PVC STORM SEWER LATERAL MAIN UTILITY SUMMARY - CONTRACT 23-07 = OR APPROVED EQUAL BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. — DESIGN DATATEE JANUARY 2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN SURVEYOR DESIGN ENGINEER MATTHEW NETT o zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-07 SHEET 4 OF 26 I F I i & REMOVE & REPLACE 7" HES i CONC. PAVT. PAV'T. 1- DOWEL BARS ALL INCLUSIVE REQ'D PER BID ITEM # 1309 P (TYP.) PAVT. TIES REQ'D. (USE #6-12 DEFORMED BARS @ TC-C) 12"WIDE PAV'T I" DOWEL BARS CURB HEAD Z_j REQ'D (TYT ill REQ'D. ALONG RADIUS (TYP.) 4 IF 4/j 1•11 PROP. 6"CONC. BEECH STREET 745' Fl-419 Fl 423 D03 EX PROPERTY CURB RAMPN 13 PAV'T. TIES REQ'D.40.0' 01. 4 40*0' T11 BARS 40.0' IRON E- J. H P '), WITH 2'X5'DWF (USE #6 -12- DEFORM (TYP.) \; -+- __+_ BARS @ TC-C) (TYP.) 10 EXPANSION JOINT REQ'D "T GA_ of .......... --SAW CUT FULL 62 (M) DEPTH REQ'D T + EX. 7 PAV'T otoo lljjoo 763.14 (M) (TYP.) W/ 5- C ABC Ll 14tO( 0 115+ 763.02 (M)l• 761.�3 t i6vl ir)"P R REPLACE 0. 4i.61 RE L762.99 8,V'T. P ALL INCLUSIVE PER BID 44P. 762.;g ITEM 1398- ------ I NOTE: 4w .............. .. . .......... ------- ...... .... ........ 4"CONCRETE SIDEWALK 6" THRU DRIVEWAYS. (TYP) rla� �2. _x _x _x _x _x _x 3-20'LENGTHS OF 94 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) # SAW CUT AD INL/ REQ'D 7\ lo____+_x +2 r 147.4' MIN. SEPARATION BETWEEN P.P. AND 50.0' 50. o' INSTALL 30"CAr 50.0 ;AWCUTI W/ 6' CABC (PLAIN) BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH LIMITS TO )TYP.) qO• 12" WIDE CURB HEAD CURB G-% REQ'D. ALONG RADIUS F 1-4-1 --1 F 1-416 REQ'D PER BID ITEM 9 1441 1422 [150 F FlToo ALONG BACKSIDE OF NEW SIDEWALK. BE DETERMINED BY THE ENGINEER IN THE FIELD. BID /EX. 7' PAV'T' - CABC W/ 5 (TYP.) COST SHALL BE INCIDENTAL TO TERRACE ITEMTYP.. SINGLE PIECE PVC SLEEVES IN ALL NEW VALVE / t' BOXES SHALL BE REMOVED BY CONTRACTOR PRIOR TO PAVING OPERATIONS BEGINNING ` {`oY >< ;: I ` ALL VALVE BOXES SHALL BE PROTECTED FROM FALLING DEBRIS USING FABRIC WITHIN VALVE BOX AND REMOVED ONCE PAVING IS COMPLETE - - - - - - - - - - - - - - - - - . ......... . . . . - - - - - - - - - - - - - - - - 0 3ri- BEECH STREET PAV'T. 1"DOVfELIBARS- REQ'D (TYP.) PAWT 1" DOWEL BA REQ'D (TY Fl 419 Fl 423 Fl 503 -i.7 515 Fl F, ADJ. INL. 14 11 cq -1-6 1� 1621 F F ET PAV'T T' DOWEL REQ'D BARS - (TYP.) i 11 1 INSTALL 30" C&G I I -NO 1 .4 40.0' 40.0' 40.0 TIE -BARS (TYP.) (TYP.) EX PROPERTY I I IRON 80.0' 38.0' 9 1.3' PAV'T. TIES REQ'D. -. CABC (PLAIN) IV, 6 NO, 4 PER BID ITEM # 1441 S 50.0' 120.0 50.0, TIE -BAR (Typ 117 Ll• L-1 USE #6­12" DEFORMED BARS @ -i oj . ............ . ......... . ...... ADJ. ITYP.) 4- v__---....._......-I- - SAW CUT F LL - 1� 00'17+0020� 14 tOO 115+0• 1 v 9 16+00 DEPTH REQ'D (TYP.) 18+0 1.94 % 19 tog • i REMOVE & REPLACE 7 CONC. ?P2.0 PAV'T ALL INCLUSIVE PER BID 762.99 76•�J6j.69 EX. 17' PAV'T '�2,4a 762.89 ... ITEM # 1308 .25 743.27 H i W1 CABC . . .......... ..... ..... ...... . ....................... . . . . . . . . . . . . . . . . . ........ . ... . . .......... x _x Lj + I'd K B.O.0 PROP. SAW CU FULL 50.0' 50.0, INSTALL 30"C&G W" 6' CABC (PLAIN) NO. 4 50.0' 52.o, TIE -BARS 117.3' 7- : 6"CONC. CURB RAMP WITH REMOVE& EPLAlEl'lONF 120.0 DEPTH REQ'D PAV'T. ALL INCLUSIVE PER BID SAW CUT REQ'D Fl-416 F1422 PER BID ITEM # 1441 Fin] EX PROPERTY (TYP.) IRON Fl 506 Fl 512 12"CONC.. CURB HEAD-_ 763.17 L.P. 2'X5'DWF (TYP.) (TYP.) ITEM # 1308 1614� c- � IL 1j --.. LLJ Ul & 7 5 PAV'T CABC ---------------- -------------------- I I 1 1 I I ... ....... I � Q ' I I i�I BENCH MARKS USGS NAVID 88 DATUM - ----- PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR ION DESCRIPTION ELEV.DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 310712023 MWN BEECH STREET SURVEYOR FROM CONGRESS AVE. TO STA. 19+00 DESIGN ENGINEER MATTHEW NETT CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 23-07 SHEET 05 OF 26 W D D . ......... --------------- 0 Ni- SAW CUT. REQ'D (TYP.): BEECH STkEET I I I TAPER CURB HEAD FROM EX, P S H 44"LT HMA 6"TO 0" IN 2' !(1.75' UPPER) SIDEWALK CURB' N REQ'D (TYP.) F=!C_� H§ I (2.25"LOWER) 635 NO. 4 F1649] F1655 INSTALL30" C&G Fl-615 F16211 F1623 F1629 Fl F1,73, F, .. I ti ADJ. INL.Fl7O3 TIE -BARS W/ 6'CABC (PLAIN UTILITYr_765.02 (TYP-) STRUCTURE PER BID ITEM A 1441 NO. 4 1 1 TO ADJ. PRIVATE ST 9 1441 L.P. (TYP.) (T _M ol 120.0' 00 5 TIE -BARS 50.0 50.0, 50.0' 50.0, 50.0' 0 0 12'WIDE CURB H EX PROPERTY ti�REQ'D. ALONGD• P.) 'US ]RON P.) /6 14.5'R 7.0' soc • lTY L -di •�66.33- L FOR . ........... . . . . ... . . ......... . . .... . ..... -04 ozi I 10 mo� .37 2mm-_ -,ADJ. M �7 .07 T651F Ti2l%l•••76418 64.* 4 ';67.7 H,�. +31. 3 +78 L.P. 'i • qqH:z IR D +19.e7 1 r T'26t0d % j. ­1 0• bio 22�00 23 21 -t 0 �00 SS EX. '7- PAV'T _LW/ 5- CABC ... . ... . ............. . . t= - i . . . ...... - - - - - - ------- - ------- . ....... .. .. .. .. 1. 14 ;;L- . . .... +1 IP. +31 3 1.78 7;5.M• •40470 4 7RR .................. .. . ..... ...... ........ ...... . ................ . . .... i otV EX. W1 -ADJ, _aH (TYP.) 7" PAV'T 5- CABC ......... . ..... ....... ... .......... . ................ ...... . .... ....... . . . . ............... . .... 071, 7 �M.25 SAW CUT FULL rl PROP. 6"CONC. REMOVE & LPLACE 7� CONI. REMOVE& REPLACE liqOIIC, Lu 11 1 50.nl 50.0' 60.0' CURB RAMP WITH 120.0' DEPTH REQ'D 50.0' SAW T -/ PAV'T. ALL INCLUSIVE PER BID PAV'T. ALL INCLUSIVE PER BID 1 21X51 DWF (TYP.) (TYP.) ITEM 1308 ITEM # 1308 RIrQD EX. �SPH F1-614 E1,21 1628 Fl;,34] r 16313 E1646� F1652 Lp PAV'T i i NOTE: 4" CONCRETE SIDEWALK 6 THRU DRIVEWAYS. (TYP) 3-20'LENGTHS OF #4 REINFORCINP i - - - - - - - - - - - - - - - - - - - RODS OVER UTILITY TRENCHES. (11YP) -- o SAW CUT REQ'D (TYP.) E X. p FSH , PAV'T. I Y4" DOWEL BARS E. TAPER CURB HEAD FROM 6' TO 0" IN 2' SIDEWALK CURB' REQ'D (TYP.) 4" LT HMA (1.75- UPPER) BEFECH STRr;ET REMOVE REPLACE 1(2.25- LOWER) E 8' HES t EX, 8 W/ 6 CONC U CABC I _-:. REQ'D (TYP.) CONC. PAV'T. ALL INCLUSIVE PER BID ITEM # 1319 3 NO, 4 F1649 TIE -BARS I r1655 �'j L"2 UTILITY REQ'D (TYP-) i 765.02 r-L.P. ADJ. INL.F1703� 701] 17=1 1 1717 E, INS�ALL 30' C&G F �(Typ.) PROP.6'CONC. I W/ 6' CABC (PLAIN INSTALL 30" C&G TO ADJ. PRIVATE STRUCTURE 0.0, 12"WIDE CURB HCAb CURB RA # 1441 14.6 R 7.0' WITH 2'X' P '6" CABC (PLAIN) 47.0' PER BID D ITEM 95.29' FOR I VDWF WER ITEM P 1441. I REQ'D. ALONG RADIUS• (TYP.) rFOR k33- BOC 131Q # +55.14 12'R TYP 1 ' \ i .1 Bo 6. 1 ­1 7_ . I I - =-I 1 m , I,- L_ . . ...... . ........ . 1__q� �A-.., -4- '-M5.76-. 1. 1 . . ....... . . . ............. . .... . . .... ..... . ....... 1 I >T� -- : ........... ­ ----- -- vm)__ 7 -� -4-' 4- - It 7F %65.44-`--Td ,• ;67. P. •'25+�'l 1,23�00• �4,c 2 + L"., 0 00 .50? 27+00 28tOO 28J90 EX. 7" PAVT t" DOWEL BA S ----- ----- - 1 ^ W/ 5- CABCAVT __+ - .. I . NOTE: L ............ 4" CONCRETE SIDEWALK 6- THRU DRIVEWAYS. (TYP) ............................ 3-20'LENGTHS OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) ADJ. MH ...... (TYP.) ........... .... .......... .. . .......... ........... 177.7 FO . ...... . . . . . ..... REMOVE& REPLACE 1"CONC. Uj 60.0' 7 -[�S REQ'D. PAVil SAW CUT BULL (USE #6-12- DEFORMED 7' CONIC. 63.0, 52.0 DEPTH REQ'D BARS TC-C) PAV'T. ALL INCLUSIVE PER BID ITEM # 1308 kSPH 63.0' @ PAV7. ALL INCLUSIVE PER BID (TYP-) 0 BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH > Fl Fl 652] EX. PAV'T ITEM # 1308 Fl Fl ALONG BACKSIDE OF NEW SIDEWALK. LIMITS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. 64 6 702 1708] 711 721 F F iv COST SHALL BE INCIDENTAL TO TERRACE BID ITEM (TYP.). SINGLE PIECE PVC SLEEVES IN ALL NEW VALVE BOXES SHALL BE REMOVED BY CONTRACTOR Lu PRIOR TO PAVING OPERATIONS BEGINNING ALL VALVE BOXES SHALL BE PROTECTED FROM FALLING DEBRIS USING FABRIC WITHIN VALVE BOX AND REMOVED ONCE PAVING IS COMPLETE BENCHMARKS - USGS NAVD 88 DATUM LAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR ION DESCRIPTION ELEV. DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 3107/2023 M BEECH STREET SURVEYOR FROM STA. 19+00 TO W. MURDOCK AVE. DESIGN ENGINEER MATTHEW NETT CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 23-07 SHEET 06 OF 26 CLARKS COURT - _ a ' - - 11, #4 REINFORCING RODS SPANNING &Urr OVER UTILITY TRENCHES. (TYP) AGAIAS 7-Hic lfv I- vv fli �6-6t �6 NO, 11 - CA /TH PROP, 1�k. COJVEO �Doe 4,�o Colvc V p )PLACE 12" STA 'WIDE- 6, Tly �3w C, Rl�QD C) 'GRAVEL GRAVELS%ULDER -7CO.87 SHOULDER BID ITEM #1800 --- HP vvy. (TYP) I,cg co 61.07 A 760 H.P. 7 -FA4 760. r i/ , / DE 160.63 9 T 760.83 ADJ. AQ INL. W7 759.30/ f -F INSTALL ASPHALT CURB BEHIND INLET TO PROTECT STRUCTURE & MAINTAIN DRAINAGE .0-3_ L6-t:R INTO EXISTING INELT 5'UppERI .38 'WIDE ADS. INSTALL VWIDE Ir /GRAVEL SHOULDER 8 il BID ITEM #1800 6 %4 46 00 rAPE, W 1a C. .4 PROP F&0M�Ra H8AD i 7,00', PROP. SW. (3) #4 REINFORCING RODS SPANNING 6 1 REQ'D. 6"THICKNESS78 OVER UTILITY TRENCHES. (TYP) 5 THRU DWY. (TYP.) (Typ 0 c; 0 c� 2+00 e+50 3+00 o 3+50 9.+30 0 0+50 1+00 1+50 + 0 PROP. WESTLL 76g ---- — — _ - ----- - ----- - . . . . . . ........... . ......... . . ...................... 761 E.—O.P- -Ti 760 it- 760 759 EX. E O.P .. . .... . ..... . . . .................. . . . ....... . . ..... . .. . ......... ......... . 759 758 758 0+00 0+50 1+00 1+50 2 00 2+50 3+00 3+50 3+93 CLARK CT WEST E.O.P ALIGNMENT 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 762 761 760 759 758 PROP. EX. CIL CL ... . ... . .. . ........ . . . . . .......... ....... ... .......... 41,00 41+50 42+00 42+50 041 0+50 1+00 761 760 759 11. 43+00 43+50 44+00 CLARK CT PAVEMENT CENTER ALIGNMENT VCL = 50.00 o PQ K= Mdb 9 o + 44+50 45+00 O 3+00 3+90 7� II it U) PROP. EAST EOP 0. > gL HP 760.834 70L > VPI STA 2+25.70 VPI EL 760.913 EX. EAST EO.P 0,700% -0 u.f 760 759 758 762 761 760 759 758 45+50 46,00 0+00 0+50 1+ 00 1+50 2+ 00 2+50 3+00 3+50 3+75 CLARK CT EAST E.O.P ALIGNMENT BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY PAVEMENT REPAIR : K4 STATION DESCRIPTION ELEV. DESIGN DATE [ JANUARY 2023 ISSUED FOR CONSTRUCTION 3107/2023 MWN CLERKS COURT SURVEYOR DESIGN ENGINEER MATTHEW NETT FROM CUL DE SAC TO HOLLISTER AVE. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0zo� 4u CITY CONTRACT 23-07 SHEET 07 OF 26 ------- - - - - -- 0� `` ` ',• ``\ `\ HOLLIST R "ENOE 1 I I 1 _' EX. PROPERTY PROP. 6"CONC. 1 0 it N _ FULL DEPTH SAW CUT TO a �'�f';,�\� \ i �•�� '� o CONST. 30" C&G SECTION •y i `_� \---`, .�`•;`;,t \ >,, M&P PER BID ITEM 1710 _ i �\ it \ , ' ��- ' •, \``�. � ( IRON (TYP.) 1838 I 1832 I 1826 I STD. 30" CURB 8 GUTTER ' ' (TIE-IN) REDID. (TYP.) I50.00'1 ' 1822 1 1816 ( i i SAW CUT REQ'D. DWY. APRON (TYP.) , 1872 I 1806 I 7802 1 ' i - `• •d; �. -� \ OF 120.00' 50.00' 0 00' i- -1 - it r I 50.00' 50.00' 1 - -- I _ ...... _ 50.00' 1 50.00' 50.00' it 1, �V, \' '• ° `.._D-j_ ` 0�° �\ \ "'� \ -� \\ % �y a _ —mod-----_ .._._ - r --0 .r Dd — 1 — - - -- t..........._....L...__ ---- -- ..._.....- -- --... ......_........._...... - --...l _. .........- __........_.. _e -..-. \ •i� 'i�\ 757: 8 M — — — ...._—.—•—.--.._• °13 - -- ` i —INCLUSIVE PER BID ITEM — --- - ---,- 1 — — ° • ..I• �- s , — p— — — — / —' ° — — �•�..... - • - — 00 1.�.� �. ,r \ 1�- 00 00 • 1308 (TYP.) t 00 , I ° 15 I < I •• 1 00 •16 QO .,1 i { ° ° 17,00• IfAV'TjTIES EQ'D. ! •N USE '• '� C' i PAV'T AV T 1" ° EX 7" ONC 1 _ 1 ( ° DOWEL e I TH'- ARREQ'D ViJS"J3 SE__ `. (IYP.)......_ ,.0 j , ( FUL�.DEPTH 760.23( ) . GI — — . _.-F'UL-t ._ —� _ — �. N x\ O '��` \ (USE ME6- — --- — — — - - -- - - - - - - — -- --- — - -- - — — C _ ° — -—_...i-�SAWCI)15. � -- — — L—L - �-_ _ � _ _ _-_-_--- --]...r. .......[ €. `�f,`•, :� \;G. 2� 110.69' 71.00' 50.00' .......... —---._..........._ . _::I_s__._1 100.00' 50.00' .... _......��= , L.P- 50.00' 50.00' H.P. 1 L.P. ' 1827 1821 1813 1807 1803 1833 1 ( 760.2D M 1 I O (3) N0.4 REINFORCED RODS REQ'D OVER UTILITY '\ �.i \ • -\,\`�i``�'� �� <;•, `,,,\ TRENCHES (TYP.) REMOVE EX. SIDEWALK , PROP 4"CONC. SIDEWALK- v , ' 6" THICKNESS THRU DWYS REQ'D(TYP.) I I 1 ! ! - i , CL SAWCUr- I /r 50.00' r 1812�- 0 1� -_ I i p 0p, r 1806 DWyRop 6" CONQ 1 'IRON RYP•) I _ --- _ o I _ - -- p; 't EX• 5" ASP �` 1`� o PRIOR PAV Tv t LL _ �Lt� t`t } t `r± 1 ''t r'• o t OVERLAY o o .� t- I / ."i �__ '_ �• =.,-. I "-,-- � w C t'` , AW CUT FILL I :I `t a 1 _ 50.00' f __ fr• 16 r -G�-- = r 1720 S HOLI�ISTER AVENUE S DEPTH ( P) PROTECT EX. L RETAINING.WALL _- _- - 22 00 ADJ INLET & INSTALL- .� ASPHALTCURB� - _ � ;w. ___ 1 _ TD CU INO1 riE try) `� GUTT 152.22' RE I' .r 4'0. (TYpR FULL DEPTH SAW CUT TO CONST. 30" C&G SECTION - ' � ~` M&P PER BID ITEM 1710 - i -- ` -" - I ° r — r i �... - -- _ — — -" Y , — -- o N r r1 'rto .. "Vt Il? 1 f ---- I I ..y,,,y-_,-. ._.._,_.. I/� C CCU ryC, P . "_ T ' • _K< _ ' 1 S/VEp AV A �. C • •ADJ. EXr" � � `i -�• __ _ 00 1308 (Ty ER BID 1T -- r P.) ' -- j � - -' " G �.`.= � � AD ' EX. jtAH 4' LT HMA _ �I (1.75"UPPER) _- ,fit 1 50.0 _.z '�/'---. - 813 , 0' r .,.>.�� '' ` -_ EM _ -, t� SL BAR WEC I - -- , � , a 1 -"_ REQ4T, . - ..�� L- �\�� --. = - _ l (2.2 5" LOWER — I I 18 I 50.00'--"" I t C._- _ «_r -- �b� 03- t •;' I / I-'�4'2p(M r r r y �i� �T try- �.�^"' �-F� FULL DEP H _.._, . - -------- 4. SAW CUT(TYP.) � _�, 't p �-.... .�-' i -_ PE3 RB r I I l .�f / ' FIECDErECrgBCREAAIPREQID. 1�4� PAV'T.TIESREQ'D.- (TyP,) K'ARry/NG 3' (USE .96-12" DEFORMED�- r r r4.f 1 r 4 l p BARS @ 3' C-C) 1715 I N� t •`I ; 1.t _ - 11E�TT p2RBTFlEI�� G ERo _ i-^- I I I C - -- L - fn _- m BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR N0. STATION DESCRIPTION ELEV. DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 3/0712023 MWN HOLLISTER AVENUE SURVEYOR FROM W. MURDOCK AVE. TO SHERIDAN ST. DESIGN ENGINEER MATTHEW NETT 20 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 ao CITY CONTRACT 23-07 SHEET 08 OF 26 1 N z - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - F OAK STREET REMOVE Ex. SIDEWALK. - S' ol PROP. 4"CONC. SIDEWALK 0 THICKNESS THRU DWYI RED.(T'P.F735 F727 F737 F719 739 7177 F715 I F731 F F FULL DEPTH SAW CUT REQ'D (TYP.)PAV-r'- PA"T ALL TIE BA SAW CUT SW I IRS US' PER INCLUSIVE IE E ID ITEM 1319 (TYP.) REQ'D (TYP.) REQ'D (TYP.) 138.00' TIES/ 1,25"DOWEL BARS REQ'D (TYP.) Ll 120.00' 50.00. 50.00' 50f 50.00' 50.00' 50.00' 50.00' , ODI (3) NO 4 REINFORCING RODS REQ'D OVER UTILITY TRENCHES (TYP.) ... . ............... .... . ... . .... ADJ. r L�l? I V �NL. n . . ............. V TIES REQ'D. C-C) (USE #NO-12"DEFOR DEFORMED BARS 3 - 17— rn com" *'T .............. . .......... . .......... .. . ........... . ..... . . . .... . . ............ PAVr 1."DOWELBARS REQ'D (TYP.) .................. Ll ll:too 752.20 H.P. Vll_'! CA ELC 113+0' �+00 co -0 PROP. 7'CONC. PAVTALL INCLUSIVE PE PRop.�-c&C.PAVrFALLIN61LUSIVEPE R R BID ITEM 1308 (TYP.) .1-11'EM 1308 (TYP . . ........ ........ .......... T * I ! � I - ' In G I (D- . ............ . . . ........... T . ........... . ... 7 ........ . .... - !7 —4 B& GUTTER 12"CURB IF 6'W PAVT. TIES REO'D. OUR. 30' CUR GU FULL DEPTH S, T7 [�T 106.84' BACKFILL, TOP SOIL, FERTILIZE, SEED MULCH ALONG BACKSIDE OF NEW SIDEWALK. LIMITS TO Hn '6 0 < += HEAD (TYP.) (USE #6-12"DEFORN �o.00 REQ'D. (TYP.) 00.00 CUT REQ'D (TYP.) 5 .0 50.b'O' 50�_O) 20,00' BARS @ 3'C_C) EX. PROPERTY FULL DEPTH SAW CONST. 30"CURB AND GUTTER SECTION IRON (TYP.) SAW CUT 110 BE DETERMINED BY THE ENGINEER IN THE FIELD. COST SHALL BE INCIDENTAL TO TERRACE BID ITEM ma F704 F714 REQ'D (TYP.) 7T. 7T4 726 732 738 7427 F F F F F F 71. A] F (TYP.). Ci 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 -PAVING - — - — - — Lu < F BIIICAND-REMUVED ONCE IS-CCMPEETE ct 0 OAK K STREET I vPROP. REMOVE EX. SIDEWALK. - 4"CONC. SIDI,VALYKPI.; c' THICKNESS THRU DWYS REQ'D(T 'ji F735 F727 F-711 F739 F717 711 F737 719 1 1 - F755 759 Ld PAVT 1."DOWEL BARS REQ'D (TYP.) F807 F,,, SAW LIT REQ'D (TYP.) 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00 50.00' 50.00' 50.00' 000, ■ (3) NO REINFORCING RODS REQ'D OVER UTILITY TRENCHES (TYP.) EX. PRCPI�RTY IRON P.� . . . . . .................... . . ............... . .. . ... .... ......... - = - - • ADJ NL.* . . . ........ . ......... . ... _6 ... . PAV'T l.' DOWEL BARS F;=Pxvi-v DOWIEL EV�IRS REQ'D (TYP.) . ....... ........ . ..... - REQ 'D (TYP.) - - ----- - -- .. . ...... 7 EY.' CONG. i T C.A.8.C. F LILL DEPTH SAW UT REQ'D (TY P.) I i 18+00 L.P. 5 00 17+010 9 9+00 20too -c6NC. PAWTALL INCLUSIVE PER PROP, 14 4 BID ITEM 130! CTYP . . . ........ — - :))(D --.i- — — . I r �:F G G` �._ �D . . . . ........ . ..... . . . ..... .. �D,�.Pc' .......... ......... . ...... ( _... .... ... - -`,� ---------- 7— �r (...f T • • l •' / �/` c..; Z,..1 ..../`J. • 12'CURB HEAD REQ'D ... . . . . .................. ADJUSTEX. ............. MHO _�E s ALONG RADIUS (TYP.) . . ..... _-PROP. T_ Po. R PAVTTIES REQ'D. POUR. 30'CURB&GUTTE FULL DEPTH SAW D. SW TIE BARS v 0 Fool (3) NOA REINFORCING RODS 50. 50. 50.00 CUT REQ'D (TYP.) _0 50.0 (USE .#6-12" DEFORMED REQ'D*. (TYP.) I : ADJUST T) BARS @ 3' C C) EX. PROPER REQ'D (TYP.) REQ'D OVER UTILITY TRENCHES (TYP.) TYPE NEW INL l.R 16`R CURB RAMP ❑ FA TO FACE WITH 2X5' DETECTABLE 50.00' SW TIE BARS 50.0� WARNINGFIELD REQ'D (TYP.) IRON (TYP.) (TYP.) 718 732 738 742 724 F726 F F F F F-741 F751 F760 F 2 1 F 806 F81 2 71 8�A FULL DEPTH SAW CONST. DEPTH SAW CONST. FULL DE ON T. 30"CURB AND GUTTER SECTION 30" CURB AND GUTTER SECTION L BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR NO. STATION DESCRIPTION DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 310712023 OAK STREET F:SURVEYOR S FROM E. IRVING AVE. TO E. LINCOLN AVE. DESIGN ENGINEER MATTHEW NETT CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 40 CITY CONTRACT 23-07 SHEET 09 OF 26 CD cn F- C� < OAK STREET C, 759 LLJ o PAVT I." DOWEL BARS REQ'D (TYP.) E-85 Ei.77 Fl I T] F 815 F837 17 REQ'D (TYP.) 0.00 ui 50.00, 1 50.00' 50.00, 100-00'REMOVE EX. SIDEWALK 50.00' 50.00' 56.00' 0.0 1 EX. PROPERTY PROP. 4"CONC. SIDEWALK 6" 1 PAVT I.' DOWEL BARS NEWMH �t([) REQ'D ADJ. (TYP.) ON (TYP. THICKNESS THRU DWYS REQ'D (TYP. P.) f F — — — — — — — — — — — — — — — — . .... ....... ....... .. .. .. . ........ . . ..... ..... B.O.W1 PAVT. TIES REQ'D. NEW TYPE 3 . (USE #6-12- DEFORMED INLET NEW4" xk . ... . ..... BARS @ TC-C) \ . . ................ . ----- - ------ :­CONC. SW I 748751 L.P. F LL DEPTH SAW FULL DEPTH SAW EX. CONC. FNI" CU U f ;u c T REO'D (Typ.) (TYP.) 12� CURB HEAD REQ'D A.B.- CUT REQ'D L.P. o ALONG RADIUS (TYP.) 141.11 19+00 20tOO 21+qo q 22+00 3+00 Z A 2400:T % PROP-7- COhc r - . . ...... GI G INCL I PbF )8' Lry� G 0 A . . . . ......... . Q ::::::::�::a- . ........ . ....... 748' -I ADJUST EX. MH 7� ADJUST EX MH 12"CURB HEAD REQ'D '2. ALONG RADIUS (TYP.) ALONG :�T . ........ . r 4 � ( 2X5'DETECTABLE WARNING FIELD (TYP.) 'E PANSION JOINT REQ'D BETWEEN — — — — — — — — — — X 0, 0.0 I 16'R PROP. CURB RAMP I II 15.5'R, FACE TO FACE TO FACE WITH 2'X5' SW TIE B I BARS 4L, 4 BACK OF CURB AND 4" SIDEWALK ADJUST TYPE NEW INL 2. DETECTABLE 50.00, (TYP.) 50.0� 50.00 50.00' 50.0" CURB .0 REQ'D EX. PROPERTY WARNINGFIELD `12"C � HEAD REQ'D IRON ALONG RADIUS °i BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH 76=0 (TYP.) (TYP.) (TYP.) F802 F81 .22 836 F842 F806 2 F.16] F F ALONG BACKSIDE OF NEW SIDEWALK. LIMITS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. TERRACE BID L I (3) NOA REINFORCING RODS FULL DEPTH SAW CONST. REQ'D OVER UTILITY POUR. 30" CURB & GUTTER LIT COST SHALL BE INCIDENTAL TO Fn ITEM (TYP.). ._J TRENCHES (TYP.) FULL DEPTH SAW CUT VI 30"CURB AND GUTTER SECTION REQ'D. (TYP.) REQ'D. EXPANSION I JOINT REQ'D (TYP-) SINGLE PIECE PVC SLEEVES IN ALL NEW VALVE BOXES SHALL BE REMOVED BY CONTRACTOR PRIOR TO PAVING OPERATIONS BEGINNING, Lu ALL VALVE BOXES SHALL BE PROTECTED FROM 0 FALLING DEBRIS USING FABRIC WITHIN VALVE BOX AND REMOVED ONCE PAVING IS COMPLETE OAK STREET F-815 i r831 I 841 I F1347 I A! r SAW CUT 50.00' 50.00' 1 EQ'D (TYP.) 56.00' 100-00'REMOVE EX. SIDEWALK >I PROP. 4"CONC. SIDEWALK PAVT 1 "DOWEL BARS NEWMH 4L :V N6 REQ'D ��P.) THICKNESS THRU DWYS REQ'D F ADJ. (TYP.) PAVT.B.O.W TIES REQ'D. NEW TYPE 3 (USE #6-12" DEFORMED INLET NEW 4' . . .... / BARS @ TC-C) CONC. SW z F_ . 748 ad(TU.51 L.P. FULL DEPTH SAW I I 12rCURB HEAD REQ'D CUT REQ'D (TYP.) ;u- RADIUS ITYP.) I A c LONG 1�21�+J'10 d /I . 149,W q 22+00 MAR LP, +00 Z A 24.1 93 PROP;17' COhC AwrALL I kj J 1 V \A IN EP (4 cLq§rv.._ _BIPjTEj)3oa_LryP._L - 1 - - I x _+ I t A G 7, , ­G -t� ' I 7.% D .-A JUSTEX+ . ......... ................ MH -2'X5'DETECTABLE . ......... . ....... WARNING FIELD (TYP.) x I . . .... . .... . ................ . EXPANSIONJOINT REQ'D BETWEEN — — — — — — — — — — — — — — EX F 5.5� R BACK OF CURB AND 4"SIDEWALK TO FACE \�IDS� 50.00 50.00' 50.01' D n^l "CU EX PRO 12"CU HEAD REQ'D BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH IRON ALONG RADIUS ITYP-) rNS (TYP.) ALONG BACKSIDE OF NEW SIDEWALK. LIMITS TO 822 .42 BE DETERMINED BY THE ENGINEER IN THE FIELD. 16 F136 F8 F COST SHALL BE INCIDENTAL TO TERRACE BID (3) NO 4 REINFORCING RODS ITEM (TYP.). �l uj T.. REQ'D OVER UTILITY TRENCHES (TYP.) POUR. 30" CURB & GUTTER FULL DEPTH SAW CUT ECTION I I REQ'D. (TYP.) I REQ'D. EXPANSION •SINGLE PIECE PVC SLEEVES IN ALL NEW VALVE JOINT REQ'D (TYP.) R BOXES SHALL BE REMOVED BY CONTRACTOR PRIOR TO PAVING OPERATIONS BEGINNING, Lu SHALL BE PROTECTED FROM o ALL VALVE BOXES FALLING DEBRIS USING FABRIC WITHIN VALVE BOX AND REMOVED ONCE PAVING IS COMPLETE c— E7" CCI�q,-,. PAVT vv/5- C'.Aac' BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIR STATION DESCRIPTION ELEV. DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN OAK STREET SURVEYOR FROM E. LINCOLN AVE. TO SIEWERT TRL. DESIGN ENGINEER MATTHEW NETT CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 40 CITY CONTRACT 23-07 SHEET 10 OF 26 �'� i• �• `' I I I I I 1 / o Gl `{ !� BEECH STREET o z� w ; a oU oui 41 + ( O+1• I N i• l i; i% f U O N V - I Cif ( Ci I �U ( �V BURIEDI r ! tF �, t l `• 1 134.1' vi vi TYP• 1 i� I 40.0' vir� 1 vi n 40.0' 1 40.0' 1 I 40.0 n� l 1 LNE 2 I l IP ............... _ -0� _ of 10-500 11#00 ♦/ 72 og I I - ! /' I 1 0 _ _ 015 0 TP•1 N i : • ` i i i� I I ROP. 8" WM RELAY gym' "'� W D.1 (� ')! W PROP. 8" WM RELAY ! ll I �1 \ x x -x -x -x x -z x IP CO-31 'x x - BM 765#254 '' 1 . ❑ /jam / P-20 ' /,/ ;'" � 147.4' 50.0' �>^> 50.0' QoQ"��` 50.0' '�>n�6 50.0' aoa % �` �v I I+J1C.. I .R.J7 I J / /! /� 1/ y' k/ 1410 I 1� 1 416 n + I 1422 500 I 1506 n N I 1 f 1 I N I a I• ; i` 71 �h)% l / 1 BURIED 1�Y✓�L. 1 t i'• • Jl ��' � `J'�� }/�l• /1 j k I I F.O. ,• � � �.11 l� ;� I I I i WATER MAIN FITTING SCHEDULE TP-1 = 12"x B" TAPPING VALVE & SLEEVE STA =11+83.1, 2.8' RT 8.1 = 8" 22.5' BEND STA=11+99.3, 8.0' RT T-1 = 8" X 6" TEE STA =12+51.3, 8.0' RT V-1 = 6" VALVE STA=12+51.3, 10.2' RT H-1 = HYDRANT STA=12+51.3, 14.5' RT D-1 = DEFLECT STA= 13+90.0, 8.0' RT PL-3 = 6" PLUG STA=11+81.3. 11.5' RT STA. 8" W.M. EL. (TOP) 11+83.1 (TAP. VALVE) 757.00 11+99.3 (BEND) 756.67 12+51.3 (TEE) 756.31 13+90.0 (DEFLECT.) 756.31 MAIN CONNECTIONS CO.31 a CONN. PROP. 12" STO. TO EX. 21" STORM @ 760.23 11+50 12+00 12+50 13+00 13+50 14+00 763 762 761 760 759 758 757 756 755 14+50 763 762 761 760 759 758 757 756 755 11+50 12+00 12+50 13+00 13+50 14+00 14+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY WATER MAIN BEECH STREET CONGRESS AVE. TO STA. 14+50 N0. STATION DESCRIPTION ELEV. DESIGN DATE JANUARY2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN 1 11+84 PK NAIL ON POWER POLE BEECH & CONGRESS 764.51 SURVEYOR 2 13+76 ARROW ON HYDRANT 1416 BEECH ST. 765.54 DESIGN ENGINEER MATTHEW NETT IFROM CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: CITY CONTRACT 23-07 SHEET 11 OF 26 1 I 1 I ! - - - - - - - - - - - - - • W i i i i i BEECH STREET I 3/4" LEAD I � i S.C. 2+35.0 (N)Uj -!' aW. I 1415 0� I N 1419 I 1423 I 1503 N I I ro /y� -- - ----(I a. +"gJ _+ ��I+ N 1 + 1507 +� 1515 ( o W B•5 I i I1 -...._.-_._....__.. N'I C0.-33 2 40.0' 40.0'r�1.3'40.0' vi n40.0' F.O. l 80.038.0' - -_ 4; iP9-AE ! P _ ...._ -13 -.....................__ C. OA I 1 0 O ( I I 16 00 ( 7 00 - _� e 'o I _ B-00 W (a9u1.)- W PROP. 8" WM RELAY V.3 C 1 % -X 50.0, 2� I 50.0' K I 50.0' I 50.0' J J J J r 1416 M I 1422 � I 1500 � I 1506 V U 1 (3 I U I U I I I I I I I I I I 1YP. i ` I I y I 76M6.19� I � 52.0' I BURIED 117.3' �o- 1512 I �� I I o N Oo Uo..... I U N I � I 1 I I 1 I -- - - - - - - - - - - - - - - - - - - � I ---------- - - - - -- S.C. 2+21.5 (N) 3/4" LEAD 1 1 I � I 16175 +J J 120.0' I 50.0' n GAS I 19 00 1 �vl AN 1 1 1 20 w I W 120.0' I <Z 100.0' I . N S� 0+42.7 (TV)1 � 1614 3 4" LEAD + O U I In i 3/4---------------- ._S.C.° 0+87.LEAD 8 (TV) PIPE SEGMENTS 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 P-12 =PROP 8" WM RELAY 765 W. BENT AVE. 764 STA. 6" W.M. EL. (TOP) 17+59.9 (CONN.) 758.14 763 17+59.9 (BEND) 758.14 17+59.9 (BEND) 754.84 762 17+61.0 (BEND) 757.17 17+61.1 (BEND) 758.27 17+61.1 (CONN.) 758.27 761 760 759 W. BENT AVE. STA. 8" W.M. EL. (TOP) 758 17+60.0 (REDUCER) 754.72 757 17+60.4 (BEND) 754.80 17+60.5 (BEND) 757.26 17+60.5 (VALVE) 757.26 756 17+60.5 (CROSS) 757.26 17+60.5 (VALVE) 757.26 755 17+60.6 (TEE) 757.26 17+60.9 (REDUCER) 757.26 754 753 752 751 750 ........................_......__..._.__...._..._..._-------- _- ...... `... ...........__ .._.... .................................. -----................. __ EX. CL r PROP. CL STORM INL (TYPE 1) 1.9 STA. 17+56.65, 28.4' LT ..___ ._...._ - - ....... ___-._.._....__............._ .............. ...... _.-__._�___..__.-__-_ RIM=763.24 I 12'(N)=760.24 SUMP=1.50' - - - DEPTH=4.50' - STORM INL (TYPE 1) 1-10 STA. 17+57.17, 32.2' RT RIM=763.17 12"(N)=760.63 - SUMP=1.50' DEPTH=4.50' .; ,.. - : j'• - :::. . .. . .. ...::::.. -- , I P-12 _ - ; &7 • PROP. 8" WM RELAY'.•;•'.••• `.'.` - �. 7 77PROP. 8" .VVM RELAY : Nil 765 P-13 = PROP 8 WM RELAY P-14 = PROP 8" WM RELAY 764 P-21 = 7.3 L.F. 12. STO. @ 1.00% P.22 = 7.0 L.F. 12" STO. @ 1.00% 763 WATER MAIN FITTING SCHEDULE 762 V-2 = 8" VALVE STA =17+56.5, 8.0' RT C-1 = 8" X 8" CROSS STA=17+60.5, 8.0' RT 761 V-5 = 8" VALVE STA=17+63.6, 8.0' RT B-5 = 6" 45° BEND STA=17+59.9, 41.2' LT B-4 = 6" 45° BEND STA =17+59.9, 38.1' LT 760 R-2 = 8" X 6" REDUCER STA=17+60.0, 33.3' LT V-3 = 8" VALVE STA =17+60.5, 6.5' RT 759 V-4 = 8" VALVE STA.=17+60.6, 12.0' RT T-2 = 8" X 6" TEE STA =17+60.9, 39.4' RT V-6 = 6" VALVE STA.=17+59.3, 39.5' RT 758 H-2 = HYDRANT STA.=17+50.9, 39.6' RT R.1 = 8" X 6" REDUCER STA =17+61.0, 41.9' RT 757 0-2 = 6" 45° BEND STA =17+61.0, 44.3' RT R-3 = 6" 45° BEND STA =17+61.1, 48.6' RT B•6 = 8" 45° BEND STA=17+97.2, 8.0' RT 756 B-7 = 8" 45° BEND STA=18+13.5, 8.0' LT 0.40 = 8" 45° BEND STA=17+60.5, 4.9' RT 755 0.41 = 8" 45° BEND STA=17+60.4, 2.3' RT 754 STA. 8" W.M. EL. (TOP) 17+56.5 (VALVE) 757.26 753 17+60.5 (CROSS) 757.26 17+63.6 (VALVE) 757.26 17+97.2 (BEND) 757.26 752 18+13.5 (BEND) 757.42 751 MAIN CONNECTIONS 750 CO.19 = CONN EX 6" WM TO PROP 6" WM 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 CO.20 = CONN. EX. 6" WM TO PROP. 6" WM CO-32 = CONN. PROP. 12" STO. TO EX. MH Q 760.1t CO-33 = CONN. PROP. 12" STO. TO EX. MH Q 760.2t BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE I BY WATER MAIN BEECH STREET FROM STA. 14+50 TO STA. 19+00 N0. STATION DESCRIPTION ELEV. DESIGN DATE -- - "- JANUARY 2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN 3 17+49 ARROW ON HYDRANT BEECH & W. BENT 766.19 SURVEYOR DESIGN ENGINEER MATTHEW NETT CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 40 CITY CONTRACT 23-07 SHEET 12 OF 26 I -- I I I I S.C. 2+21.5 (TV) 3/4" LEAD I I I 0 O I n I 0 Ol I 1615� 1621 �+ 120.0' 50.0' I aU n 1 50.0' nvi GAS ._ LINE I I I B-7 --� - - --- (---- -.--PROP. 8" WM RELAY-- -- D J.1 r-- 119 01 1 I I ( 2000 I U : p I ,- __._. _. ___ - - _L - -_ ___ - : �..� _._. _-_..-__:...7-__.�.-__.-...._-ia.._.._._- ................_......__� k 120.0' 100.0' ( S.0 0+42.7 (-TV)1614 3/44" LEAD O I „�+ I U N �- ------------ I --- - - - -- ) S�C "0+877.8 (TV) 19+00 765 764 763 762 761 760 759 758 757 756 755 19+50 20+00 I I I I I BEECH STREET I I I �� I; vN� om + 1629F NEW i°WATER SERVICE 1635 n a 16�39�1623 Oi "1645 + 1649 � +J J 8 4MTA1 ATA J N� 50.0' no I 50.0' ; ro v, 50.0' I 50.0, no I ,j.M\}r,(71' 50.0vi I 50.0, v n 7 7yp. 1 ' I J't ST NEW STORM LAT. ) INSTALL CAP AT END __.... I _..... ... _... ........ . 21 22 P-26 I 123 0 C0.29 C0.30 E-2 72.8 L.F. 12" STO. 0.40 . q a C 34 . ..._._ -�j tr Q IP R O3 P-23 ip ' 50.0'I Zw 50.0' I ST ' 60.0' wZ it ' 50.0' w� ST 76 .20 ' 60.0', wZ BURIED F.D. ' m d'N] �< 1624 o I .-V 0_ 1628 o 0 UM 1634 _ 1 1638 oln Uo - N OW 1646 U^ 1 I U I o I I 1 I 1 U I vi I I 1 I I 1 U I 0I I I 1 I I I I I 1 I U 6 I 1 I I I I I 01 ui I I I 1 I 20+50 21+00 21+50 22+00 22+50 23+00 23+50 WATER MAIN FITTING - - STORM 4' DIA. MH E-1 STORM INL (TYPE I) 1.6 STORM INL (TYPE I) 1.7 STA. 22+04.82, 9.5' RT STA. 22+04.72, 11.8' LT STA. 21+99,05, 12.0' RT RIM=765.14 RIM=764.80 RIM=765.09 _--- 12' CONC N 761.23 12' 761.80 8' N 762.00 1 3 - - 12" CONC.(S) 76 SUMP 1.50' SUMP 1.50' _ '2 = _ 8"(SE) 761.94 DEPTH 4.50' _ DEPTH 4.59' ..........._ _ ........---....------ _.._ _ ..... ....... .....00. ...-12"(VY) 761.59 - - - -- - STORM 4' DIA. MH E-2 STA. 21+32.03, 9,1' RT RIM=765.44 12" CONC.(N)=761.52 DEPTH=3.16' ._ _...._ .._........... .--------- .-. _..._-__._-..----...._......._.......---- - ............._...._._-------.__..__..__....__ ._. _.......................----- k ..__ ._....----'--..__....- - .----- ' DEPTH=3.16' 72.8 L.F. 12" CONC. STD. 111040 .%" ...---...--'--...... _._._..__._...--------._ ..--......____.._....----....__ .- ...... -_.... - ..... -------- P-26 -.. ....._.__....._.-L._.._......_.........._._"._.-_____......____........._..... _- '- `IIII - - :•PROP. 8" ........._......_.-._.-._......._..___ WRELAY•. M _.......__............. . j -.............._._._.......... __-......«.__--_......_...._ .'...._ _....--... - -- - - - --- .._._.._..__........_ -- caz9 ca3o - -- -' --- ...._-.._...............- 19+00 19+50 20+00 20+50 21+00 21+50 22+00 N n N SCHEDULE 765 D-2 = DEFLECT STA: 20+80.0, 8.O' LT 764 763 STA. 8" W.M. EL. (TOP) 762 20+80.0 (DEFLECTION) 758.52 761 MAIN CONNECTIONS 760 CO.29 = CONN. EX. 8' SAN. TO PROP. 8' SAN. @ 756.451 CO.30 = CONN. EX. 8' SAN. TO PROP. 8' SAN. @ 756.471 759 CO.34= CONN. PROP. 12' STO. TO EX. 12' STO. @ 761.21 758 757 PIPE SEGMENTS P-23 = 6.3 L.F. 8" STO. @ 1.00% 756 P-24 = 21.3 L.F. 12" STO. @ 1.00% P-26 = 9.6 L.F. 12" CONC. STO. @ 0.20% 755 22+50 23+00 23+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN N0. STATION DESCRIPTION ELEV. DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN 4 22+22 TAGBOLTONHYDRANT 16386EECHST. 767.20 SURVEYOR BEECH STREET DESIGN ENGINEER MATTHEW NETT FROM STA. 19+00 TO STA. 23+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o 20 40 CITY CONTRACT 23-07 SHEET 13 OF 26 I I I I I I I 1 � I I crt � of I m I co 45 ± I 1649 +� I �+ 1655 N N vi I I .0' vi , 50.0' 0M GAS nvi 52.0' �' . I I ? 11 dYl,' / `I! I 23 I (ABAN.) 7BURIED 60.0' � F.D. ��IiY//JW�11p' 0- oao 1646 :n I C7 I V) I I I I I I N ? ( I I N =. BEECH STREET 1 I I7d i N z GAS rn ' LINE PL-1 S-0f 1703 i a 1707 I 1711 0 + �� 1717 � n� _ a / o H-3 `*c5 I U I d'cij tit U nr>_as T 13 1-5 '^li nvi 47.0' I :-rri 47.0' I 47.0' n1{i uin 95.29' 82.0' E I , p W ; a 1652 > t N 1652 A U V1 y m OT i E[ 23+50 766 765 764 763 762 761 760 759 758 757 756 -1,�l oil i J 1 D I^ 3 I o^ 630' BURIED FO I 00 I 26 00 SM (ABAN.) FO - - - - ._____ BM A5 o _ 768.14 62.0' I nP. 1 w^ 63.0' 0 0 48.32' Cl. o� a N1708 I : + 1716 I 1722 PEA I � 1-3U N I vi N + p N I I I I U N I I I I G O ..._ ......... - - - j vi <.- cazl -- - v-tt v T .4 - ! V t3 0 27+061 I � I I __._ _ L _ J _.1 1 CO-22 1 �. ms_-._.-_�• , n I (O PIPE SEGMENTS P-15 = PROP 6" WM RELAY P-25 = 11.7 L.F. 8" STO. @ 3.50% 24+00 24+50 25+00 25+50 26+00 26+50 27+00 EX. CL 21- _ v-11 STORM INL (TYPE 1) 1.5 -STA. 24+12.97, 27.4' LT RIM=765.01 ......._ ._. _._. --_762.90 SUMP _..._.._......_......................._.._....._. SUMP=1.50'.........__.-_......_-.---__...._....._..........._._.. __...__......._._.-._-....._-_______...._.__........_.---._....._.......__.._-._.__-__-.._...................._.........__....._._____................._.......___ DEPTH=4.00' I 23+50 24+00 24+50 25+00 25+50 26+00 26+50 STA. 6" W.M. EL. (TOP) 766 24+06.9 (VALVE) 758.84 24+06.9 (TEE) 758.84 765 24+06.9 (PLUG) 758.84 764 763 STA. 8" W.M. EL. (TOP) 762 24+04.6 (VALVE) 759.00 24+06.9 (TEE) 759.01 761 24+09.0 (VALVE) 759.01 26+52.1 (TEE) 759.55 760 26+70.1 (VALVE) 759.74 26+72.5 (TEE) 759.74 759 758 STA. 10" W.M. EL. (TOP) 757 26+72.5 (CONN.) 759.84 26+72.5 (VALVE) 759.84 756 26+72.5 (VALVE) 759.83 27+00 26+72.6 (CONN.) 759.71 WATER MAIN FITTING SCHEDULE V•7 = 8" VALVE STA =24+04.6, 8.0' LT T•3 = 8" X 6" TEE STA=24+06.9, 8.0' LT V-9 = 8" VALVE STA=24+09.0, 8.0' LT + V•8 - - 8 VANE STA._ 24 06.9 11.1 LT PL-1 = 6" PLUG STA=24+06.8, 35.7' LT T-13 = 6" X 6" TEE STA: 24+06.9, 34.9' LT H-3 = HYDRANT STA =24+16.8, 34.9' LT T-4 = 6" X 6" TEE STA=26+52.1, 8.0' LT V-10 = BIVALVE STA=26+52.1, 10.3' LT H-4 = HYDRANT STA=26+52.1, 13.6' LT V-11 = 8" VALVE STA=26+70.1, 8.0' LT T-5 = 10" X 8" TEE STA=26+72.5, 8.0' LT V•12 = 10" VALVE STA=26+72.5, 12.1' LT V•13 = 10" VALVE STA=26+72.5, 4.8' LT MAIN CONNECTIONS GO.22 = CONN. EX. 1U" WM TO PROP. 10" WM CO-35 = CONN. EX. 8' STO. TO PROP, 8" STO. @ 762.52 NO. STATION BENCH MARKSDESCRIPTION D 88 DATUM ELEV. PLAN DESIGN INFORMATION _ PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN 5 26+54 TAGBOLT ON HYDRANT BEECH & W. MURDOCK 768.14 SURVEYOR BEECH STREET DESIGN ENGINEER MATTHEW NETT FROM STA. 23+50 TO W. MURDOCK AVE. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 40 CITY CONTRACT 23-07 SHEET 14 OF 26 S.C. 3/4' BURIED CLARKS COURT MN F.O. I/F .09 -6L 1'eq, —s ------- B-17 GD h II 'p Typ. H,7 BU PHR1ONE 1D <r t�� \ I "A N R 13 Z/ BM #6 761.78 ov) c� S ,'M4 0 Q�. 46 00 -17 1p 47 00 9 H-6 V-21 47 4,3 _4 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 761 760 759 758 757 756 755 754 753 752 751 41+50 42+00 Fr-1 _SUMP =1.50, L)I=PTH=5. 01 WM kb-AY;;•- 42+50 43+00 43+50 44+00 44+50 45+00 45+50 '61 '60 '59 '58 57 56 55 54 53 52 51 46+00 PIPE SEGMENTS P-1 7 = PROP 8"WM RELAY WATER MAIN FITTING SCHEDULE H-7 = HYDRANT STA.=41+54.4, 6.3' RT V-25 = 6. VALVE STA.=41+62.0, 7.8' RT R-6 = 8"X6"REDUCER STA.=41+64.4, 8.3' RT :'18= 8"11.25'BEND STA.=0+73.1, 10.0'RT 17 = 8" 22.5* BEND STA.=43+6i.4, 1 O.O'RT V-19 = 8" VALVE STA.=45+48.7, 10.0'RT T-8 = 8 X 8" TEE STA.=45-5i.4, 10.0'RT V-1 5 = 8: VALVE STA.=45,51.4,7.2'RT V-20 = 8 VALVE STA.=45+51.4,12.8'RT T-9 = 8" VALVE 9TA.=45+51.7,37.7'RT H-6 = HYDRANT STA.=45+61.7,37.6'RT V-21 = 6" VALVE STA.=45+54.3,37.6'RT STA. 6" W.M. EL. (TOP) 41+62.0 (VALVE) 753.00 STA. 8" W.M. EL. (TOP) 41+64.4 (REDUCER) 753.09 41+73.1 (BEND) 753.09 43+61.4 (BEND) 753.41 45+48.7 (VALVE) 753.89 45+51.4 (TEE) 753.89 MAIN CONNECTIONS CO.25 = CONN. EX. 10'STO. TO PROP. 10"STO. @ 757.5± BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ��O. STATION DESCRIPTION ::::::FE(LEV. DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 3/0772023 MWN WATER MAIN 6 41+ 4 7 TAGBOLT ON HYDRANTCLARKS CT. 761.78 SURVEYOR CLARKS COURT DESIGN ENGINEER MATTHEW NETT FROM CUL DE SAC TO HOLLISTER AVE. 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-07 SHEET 15 OF 26 \ ------ - - - - - - I l` i HOLLISTER AVENUE •°'o o 5�/' \- / /�a oa \\/` \�`\',\\\. \\\;�\, \ \ \\ \y\ t .t .� \ ` \,t�\\'lit}�• ;l• <\.`;:r.\� :-- \ '-.I`P\ \, S\/� 7y N+��m +o+o O� +a6oF1812I21822 (1( 1802 ?UN UN18-3 38 50.00' i\ BURIED mM 120.00' 000' Ml50.00' 50.00' ir50.00' ir\ BURIED 50.00a0.00' va 50.00' oO<NC+n?;-\MFD o�J I1 BM ua I 1 j 03 ._....D- t7 �• y \ , \ . \(`j IP — ------ IP Od ....._ _......_ IP 1 ? = ..:-�- _—.- — _ ...,:_—.. -:::: ....... .__� .._._::_—�....__.__ ......................—.................. ...._ .--..._L..::_ ...... _. 1___--....__`.... \� 1 _ l : CO-26 PROP. 8" WM RELAY I } I -n _r _ .. L... ._' ` . _—r.-.--- __ ._—__-.::_.-... _.... _._ \ _ \ ` \ YL _..--- ..... .._... -- -- — - ABAN. - . ...__ I PROP. B" W RELAY ` i — — — — — — ABAN. .. \\ , I I ( 16 00 I I 1 I I 17) 00 ) I 00\ \ 12 ', ,.,.,, I 13 00 I I 14� 00 I ( 5 00 ♦ /' A -Arj S o ' i �„ - 1 -_.... __ ----------- l\ r IP OFV BURIEt110.69' 71.00' >> J P'o' y 50.00' >^>o"� 100.00' l I 50.00'^ o^ 50.00' 50.00'2IGIYP. 1NEaJBM#7� mo p- I m760.55 I I- \spy'\` \. �^,�1833 umi I 1827 °'� ��1821 1813 �� I �0 1807 1803. M+ U N I vi I N I 1 S.C. 0+72.3 (TV / } 1 3 4 LEAD I i 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 76f 751 75i 75: 75( 75`. 75, 75: 75i 75 75 74' 741 74' 741 741 16+50 r- EX. CL PROP. CL _.._.... — ... ..... _—._.... . _...._. _......._ __ �I4 1.. - PROP 8 WM RELAY 760 759 758 757 STA. 8" W.M. EL. (TOP) 756 12+35.0 (CONN.) 751.17 755 MAIN CONNECTIONS 754 CO-26 = CONN. EX. 8' WM TO PROP. 8' WM 753 752 751 750 749 748 747 746 745 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN HOLLISTER AVENUE FROM ALGOMA BLVD. TO STA. 16+50 N0. STATION DESCRIPTION ELEV. DESIGN DATE 7 12+44 TAGBOLT ON HYDRANT HOLLISTER & ALGOMA 760.55 SURVEYOR 8 17+19 TAGBOLT ON HYDRANT 1802 HOLLISTER ST. 762.45 DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN 0 20 40 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-02 SHEET 16 OF 22 1 I l I 1 1 b 50.00, ti� r 1812 r r ^ r i _ -- - 'il NM I ��' I -.• E M _ i = �'' hM� 1806 o HOLLISTER AVENUE _ _ = 3 `t i ; o 1 /--.__,,^ r- °^"•.,.. i 50.00' a r t802 N� r rn , - _ w ' , '? °+30.3 (iV) i con - EA _ E S. _ I � '+ �} �� 3 a r o � BM q8 °', ° p0 0 r =_- _li 762.45� 1 u ED n � $5 ' 115 00 PROP. 8,. ::::..;_..._.L-'-_.__p -_..� ..� I- �H 81' 152.22' v� : co-2v 10.5l ' M 00 _ . P. O of 1 R V-22 V 24 0 1 i 21 +65 ro 1 :53 z. V-19 V 20 CO-25 V 21 REIN r So.00 • , -... - � --- '?---_. �. T•s t R Z 7 __ - 00 i SO.Op' ... I ..;.. _ � _ _ ::� _e�= �� •`} , _ _ _ - G _ _ _ _ od - I of I I �+ 807 %I 50. p �i ®. I -7 j'-IP } 763.99 _ ' l �' a ti r 18p3 , 1 t` rr ._ ) --_E-O. r r N 11 1 . --7-=' 03-,... ,,,�-mot 1 -_ GAS o y rn II I 1; BURIED E LINE O- D r r r a : 50.00' F.D. -. --_ _(� 151.93�-_ 1 `; 35 re p+06.6 �N) I I I S.C. 47.43' 0 i f r >7 o 1- co WATER MAIN FITTING 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 SCHEDULE 762 761 760 759 758 757 756 755 754 753 752 751 750 16+50 • ••PROP. 8" - ,- V-20 _ - BOP..-CL__..______.... '••.PROP.-WM -.-.-. • • 1NM. RELAY fir._ _ :-._...�.':�.•'•' •• �' ••' _ _ _....._.. ----- OP.8". .. B-18 V-18 = 8" VALVE STA. 45+51.4, 7.2' RT 762 T•8 = 8" X 8" TEE STA: 45+51.4, 10.0' RT V•19 = 8" VALVE STA. 45+48.7, 10.0' RT V•20 = 8" VALVE STA. 45+51.4, 12.8' RT 761 T-9 = 8" X 6" TEE STA =45+51.7, 37.7' RT V-21 = 6" VALVE STA.=45+54.3, 37.6' RT 760 H-6 = HYDRANT STA =45+61.7, 37.5' RT B-16 = 8" 22.5" BEND STA=18+67.7, 8.0' LT D-5 = DEFLECT STA. 46+21.3, 267.9' RT 759 R. = 8" X 6" REDUCER STA=20+49.5, 8.0' LT V-22 = 6" VALVE STA =20+51.8, 8.0' LT 758 T-10 = 6" X 6" TEE STA=20+53.9, 8.0' LT V-23 = 6" VALVE STA=20+53.9, 10.2' LT V-24 = 8" VALVE STA=20+53.9, 5.8' LT 757 756 STA. 6" W.M. EL. (TOP) 755 20+51.8 (VALVE) 756.52 20+53.9 (TEE) 756.52 754 STA. 8" W.M. EL. (TOP) 17+58.5 (VALVE) 753.87 753 17+59.3 (TEE) 753.89 17+62.1 (VALVE) 753.89 '.. 752 17+87.0 (TEE) 753.91 18+67.7 (BEND) 754.53 20+35.3 (DEFLECT.) 755.70 751 20+49.5 (REDUCER) 756.52 750 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 MAIN CONNECTIONS CO-25 = CONN. EX. 10" STO, TO PROP. 10" STO. @ 757.5i CO-27 = CONN. EX. 6' WM TO PROP. 6" WM CO.28 = CONN. EX. 6" WM TO PROP. 6" WM BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY NO. I STATION DESCRIPTION ELEV. DESIGN DATE WATER MAIN 8 17+19 TAGBOLT ON HYDRANT 1802 HOLLISTER ST. 762.45 SURVEYOR HOLLISTER AVENUE 9 20+07 PK NAIL ON POWER POLE HOLLISTER & SHERIDAN 763.99 DESIGN ENGINEER FROM STA. 16+50 TO SHERIDAN ST. o zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-02 SHEET 17 OF 22 7 11 Ii i i I I ;I ------------------- !-- )+8.I COPPER OAKSTREET �-� N o O p F 735 so do 727 I 0 731 737 ryp 73 nvi 747719 rallo+S.C. 0+53. ' 1COPPER N � + I + I + + p I )138.00' 120.00' 50.00' N �o 50.00' rvI < 50.00'.ri n 1 50.00vi n w 0 yn- < on 50.00' 50.04' I i I I I O75M3#.2181 J�I I . i f. SS L- (� } AN co•3s SAN _. SA N t;A) � i I _.. i 'P 1. =rt 1 i I W�_(ABAN.)-,W _ — — I - ---- ul _ :.-W: .-' W- (ABAN.)—W 11 00 '' 12_ _— TP-2 T-, 2 I I I I I I WM I I I I I PROP. 8" yV AY 0 , M RELAY ® (AZ ( V-30 V-39 PROP. 8" RELAY IP V-45 -- - ■ r I I --....__-_:..._.._____..........-_._....... ___..__..-.___ ^ - 4 -_ S AN _ _ -__ SS S , �:._I •.� _- ........ SS 1. -S_. d P� $ I -_- _ CJ _ __ SA _ lr SS - .. .._ _ �~$$ V _._.. — — J r �.- -- - _.._ . _. - J _ i 106.84' ' i In I (;:_ f ii H,0 II 1 I 120.00' I I i 2 150.00' I �I• 50.00' H-13 _ _ J- _ I 50.00' 56.00' 50.00' I i ( 50.00' 'I' - i ' v I' Jy p .. 714 -10 726 732 738724 S.C. 2+92.7 (N) I M} o 0 A1°COPPER I I I ( o i o I i742704 M + o718 I S.C. 2+82.3 (N) 1.: COPPER y y y y y y y W — - — - — - — - — - — - — - - - - - _ - - - - \ , 1 i I I N WATER MAIN FITTING SCHEDULE TP-2 = 12" X 8" TAPPING VALVE 8 SLEEVE STA=12+11.9, 8.0' RT PL•2 = 8" PLUG STA =12+13.5, 9.9' LT T-12 = 8" X 6" TEE STA=12+47.5, 8.0' RT 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 V-39 = 8" VALVE STA=12+49.9, 8.0' RT H.10 = HYDRANT STA=12+47.5, 26.5' RT V-30 = 6" VALVE STA=12+47.5, ,0.4' RT 752 --. V•39 _ _ _ _ _ _ .____ _ _ —_ _ — .---_ EX. CL 752 _ _.._ 751....---___._..............__.............___..___._._..—_._...._... ..... .... _...... .—___........_......._._ _ ..___.... _.......— _._—.___ ..__.___._..._______ - ._.......—_ __........_ _........._........................... ..__......._.. ._.................._— _... ......—._....... __...._—..___ 751 STA. 8" W.M. EL. (TOP) 12+11.9 (TAP VALVE & SLEEVE) 745.84 750 750 12+47.5 (TEE) 745.83 12+49.9 (VALVE) 745.82 749 - - --.—..—._.............._...._ ......__—__.—._.._ _---- _.._.-— ._._....__.._.__.____..__;._—.._...___ .. ...__.__ _.....—........................_.._.....___ _.._.:._._._......._....._............__.._...... _- -- -_. 749 748 — --- ------ - - --- - ---- 748 747 ......—...__._......._....._--—_.._............._...__.._..__--._....--- --.._.._................_._.........__.._..__.._..—_..—._..---------........._........._..__................_._.__..._......_.. — - -. - ._..__..----.__..........._._..---._............_..._._....._.._.__._......._._`__---._._._..._._.__........_..._.._......____ __._..---.......__....._—_...._.---- 747 MAIN CONNECTIONS 746 - ---- — --- — 746 CO.36 = CONN. EX.SAN. LAT. TO EX. 8' SAN. @ 744.3t 745 TP-2 T-1z - — � I PROP. 744 I I —; ------ 744 743 743 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN N0. STATION DESCRIPTION ELEV. DESIGN DATE - - 2 JANUARY 023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN OAK STREET 10 12+27 TAGBOLT ON HYDRANT OAK &IRVING 754.73 SURVEYOR 11 14+56 PK NAIL ON POWER POLE @ 727 OAK ST. 753.28 DESIGN ENGINEER MATTHEW NETT FROM E. IRVING AVE. TO STA. 15+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-07 SHEET 18 OF 26 11 J S.G. 0+69.1 (TV) OAK STREET F735 q IIF m F-711 F,,, F 711 A 731 717 F F do F 749 ujo F 755 F75. C, a -807 + + + +� 0 0 +J 0- 0� - + + (3 w 1 1 50.00' 50.00,� U f 50.00 n 50.00, (3 n 0 1 0.09, 50.00' V)� 1 50.00 ml 1 50.00' on Lu C -2 752.64 50.00' 50.00' n� V) �d 50.00' vi II 111.21 T. B- V-31 if B-32 ... . ...... . ................. . $S SS SS ............. . CO-36 ...... --- - ----- .... . . . ....... . . ........ SAN ... . . . ......... . ...... --- -- ------------- S .......... -- . ......... _SA CO, 3 w 1 vy 1 1 CO-14 1 20t00 P-2 19+00 (ABAN.) 17±610 1840� V-35 m RELAY] D-3 -tV-46y- F- . . . . . . ......... ....... - - - - - - B-26 V-36 C-3 PROP. 8" WM RELAY -G- G Ip '-41 B-24 4_ ...... . ........... �Z3' ................. ..1- ...... . . . .. . . ............. SAN ........ ,"--ISAN SAN it AN Zfj SAN $A . .. . ........ SAN- ................ TAI'll S / . 3 IH P. I.................... 50.00, 50.00' . . .......... . .. . _r 5 0 .............. 1_7v) 50.00' 1 50.00' A �"Db' 50.00 50.0o' Go_7 B-30 CO-3 50,00' o 50.00 50.00 'a Z'I 50.00, F71 I F7247 F726 F732 1� 778 742 F F F748 754 F760 F 302 F il 0 Eu F718 A] + + +n + (3 ui (3 (3 ui 13 vi vi 6 ui (3 ui ej vi 0 c� (3 In V� ui 0 S.S.C. 0+69.6 (TV) r z S.S.C. 0+63.8 (TV) T S.C. 0+78,2 (TV) WATER MAIN FITTING SCHEDULE H-13 = HYDRANT STA.=16+67.5,26 ' VRT V-4 = 8: VALVE STA.=l 6+65.0, SORT V.4: = 6 VALVE STA.=l 6+67.5.7.5'RT 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 T-20 = 8 x6'TEE STA.=16-67.5,6.OIRT 8.24 = 8:45'BEND STA.=18+64.3.7.IIRT PIPE SEGMENTS 8.25 = 8"45' SEND STA .=18+66.9,7.31 RT 751 -1 . . . ......V-36 . . . . . ............ EX. CL ......... . . _ - - - ___ =V .... -38 - _ - - 751 8.26 = 8"45'BEND STA.=18+74.7,7.9'RT B-27 = 8"45'BEND STA.=18+77.1, BORT P'2 PROP 8 WM RELAY P-3 PROP a" WM RELAY n = 8" VALVE STA.=18-86.9.8.0'RT 2.77% n n C-3 8:X 8" CROSS STA.=18+89.5, 8.0'RT P-4 7.9 L.F. 8"STO. @ 750 STORM INLET (TYPE I) I.1 750 V-3 = 8 VALVE STA.=18+92.0,8.0'RT B-31 = 8* 45* BEND STA.=18+84.0,40.3'RT 749 STA. 18+94.27,34.6'RT . ............ RIM=750.31 749 B-32 = 8"45* BEND STA.=18+89.5,29.0'LT . . . . ........................ ....... . . ..... - . ......... . ...... . ... . ........ ..... . ....... . . . o� 8-(SVV)=746.94 V-35 = 8" VALVE STA.=18+89.5,5.3'RT MAIN CONNECTIONS 748 . ..... SUMP = 1.50' -------- 748 8-33 = 8"45* BEND STA.=18+83.7,34.7'LT DEPTH=5.00' V-31 = 8" VALVE STA.=l 8+83.7, 36.5'LT CO-2 CONN, PROP, 8"WM To EX. 8: WM V-37 = 8" VALVE STA.=18+89.5.10.3'RT CO-3 CONN. PROP. 8' WM TO EX. 8 wm 747 . . ........... . - - ----- - ------- 747 0.28 = 8"45* BEND STA .=18+89.5,12.6'RT CO-9 CONN. PROP. 8"STO. TO EX. 8"STO. @ 746.7± 8.29 = 8"45* BEND STA .=18+89.5,14.7'RT B-30 = 8"45* BEND STA.=18+89.5,34.9'RT 746 Ti i 746 T-14 = 8"x6"TEE STA.=18+83.7,38.0'LT V-41 = 6"VALVE STA.=18+87.1,38.0'LT 745 745 H-12 = HYDRANT STA.=18+96.9,38.0'LT 744 •••PROP. 8,, WM 744 STA. 8" W.M. EL. (TOP) D-1• 7*-..-. .7. QL20 15+98.0 (DEFLECT) 744.65 743 B_ C-3 743 16+28.0 (DEFLECT) 744.55 16+65.0 (VALVE) 744.43 16-67.5 (TEE) 744.42 742 742 18+49.0 (DEFLECT) 743.83 7418-25 . . . . ............ . . .... . ........... . ...... . .. . ............ . ... 741 18+64.3 (BEND) 743.78 18+66.9 (BEND) 741.23 18+74.7 (BEND) 741.23 18+77.1 (BEND) 743.78 740 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 740 8 86.9 (VALVE) 743.87 118+89.5 (CROSS) 743.87 18+ 92.0 (VALVE) 743.87 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN STATION DESCRIPTION ELEV. DESIGN DATE W i ARY 2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN 1102 OAK STREET 1 14 56 1 PK NAIL ON POWER POLE 0 727 OAK ST. 3.28 SURVEYOR 8++99 TAGBOLT ON HYDRANT CE-D OAK & LINCOLN 2.64 1 DESIGN ENGINEER MATTHEW NETT FROM STA. 15+50 TO STA. 19+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: zO 40 CITY CONTRACT 23-07 SHEET 19 OF 26 D N V rn C 0) N C CI C il / S.C. (TV) 0+691 I j I I AK STREET BM#13 ,56 I x ! • +� O ! O CO 807 + I Ooi I i 811 Ig, + ON 815 �+ I O N I I + 837 M O� 841 I�J_+ �+ 847 1018 i 0)A #12 � o 0 0 •<t •\ ro - --- I 752.64 d' I \ CO-2 50.00' r \ U 50.00' n vi \ ) 50.00' ro(A \ rim 100.00, \ I n vi 50.00' \ \. 50.00' ntn Intn 56.00' 4 i i T 14 V-41 '.�r H-12 32 f 1 S < SS P_5 P-11 NEW 6' 0.1 SANITARY TERAL v A = SAN 31 1 12P-10 hvl cnP / •..-..,_ - ... --- . - AN-r-.:. CO 14 _ _ _ . - 19 00 20 00 I I I I 21 00 2..00.._I ' I % 0 `I' 2 00 a, / j D 3 V-35 I ( I V-33 B•26 V-36 C-3 i PROP. 8" WM RELAY: I i I I P-7 T-17 T•8 P.1g e•35 CO.18 .J G IP B•24 B-25 .- •., B•27 `. V-37 B•29 V-38 G' B-28 _ _ I SAN G G; i G G I I.3 V-32 R•8 R•9 V-34 H-11 I B-23 __. _ _ _ ._ ....t...-..- ,. SS < SA S "::�. CS 37 - ,..„ . CO-38 ._.. : �... S�N :: PS SS CO-6 ,. . SAN S z . SAN S SS .. r� Co-9 ' ..._ .._.... ...._- 1 ................ ___� / ._..__.�!-. -- - --._ CO is _ ...__...._�._-. _..-.... -.- .-! __ l MODIFY EX. MH _ 17-7291NVERT . P.q C0.16 ` _.._ IP ' N j ! ❑ {{ '1 (. -1i � . 1, ! J ,��. ( C 4 TO ACCEPT NEW 18 . STORM SEWER PIPE. TO BE PAID ^o CO-3 I 50.00 0 50.00' o^ 50.00'0 50.00' a( Z I 0 ( 50.00'0 Z 1 i o 50.00'^ Z I ^0 65.00' PER BID ITEM tX2856 N' B �ci 802 2 836( 842 +11\ W > 8-16 822 (- W - 1 oc R B y I S.S.C. 0+63.8 (TV) ' Y/ _ 0 S.C. 0+78.2 (TV) WATER MAIN FITTING SCHEDULE PIPE SEGMENTS 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 T•17 = 8" X 6" TEE STA=22+66.8, 8.0' RT P•5 = 7.4 L.F. 6" STO. @ 0.65% V 0 = 8" VALVE STA =22+84.3, 8.0' RT P•6 = 3.3 L.F. 10" STO. @ 0.04% STORM INL (TYPE STA. 22+61.46, 14.9' LT III) 1.2 STORM INL (TYPE III) 1.3 STA. 22+61.68, 15.1' RT RY 1762' T-6 = 8" X 8" TEE STA=22+86.7, 8.0' RT P•7 = 5.3 L.F. 10" STO. @ 0.07% 752 _ R01M=748.51 -RIM=748.59 STA. 22A+87.50, LT- 752 R-8 = 8" X 4° REDUCER STA=22+88.5, SORT __,_- P•8 = 3.2 L.F. 8" STO. @ 0.75% (E)=745.69 12" CONC.(N)=745.67 RIM=749.55 V-33 = 4" VALVE STA =22+90.6, 8.0' RT P-9 = 3.3 L.F. 12" CONC. STO. @ 0.23% I j 6"(SWj=745.76 6"(SE)=745.76 8°(S)=744.16 - B 34 = 4" 45° BEND STA=23+05.6, 8.0' RT 751 P•10 = 37.1 L.F. 8" SAN. @ 0.50% 10"(VV)=745.87-.....__.._._-___-_._-6' (N)=744.16 T 751 B-35 = 4" 45° BEND STA=23+14.4, 16.9' RT _-......................_......... ._ .._--.._.._-......_._...._..._.._....._..-...-__-_-.-_..........._._........._..- -_ _ _ I P-11 = 55.6 L.F. CONC STO. @ 0.40% j DEPTH=4.50' ; SUMP = 1.50' DEPTH=4.64' / V-34 = 8" VALVE STA=22+86.7, 10.6' RT P•18=PROP 6"WM RELAY 750 DEPTH=4.50' 750 V-32 = 6" VALVE STA=22+66.8, 11.4' RT - _ _ _ - _ __ _ - �_ _ r EX. CL 1 O.1 / P-19 = PROP 4" WM RELAY r - - - - H-11 = HYDRANT STA =22+68.8, 23.1' RT ! -• - ' V-40 R-9 = 8" X 6 REDUCER STA=22+86.7, 12.6' RT 749 _ I.2 _._ � V-33 749 8•22 = 6" 45° BEND STA=22+88.7, 15.9' RT -_._I_ I I� MAIN CONNECTIONS ( - 0( B-23 = 6"45°BEND STA: 22+86,7,17.7'RT 748 -- 748 - -- - - CO-4 = CONN. PROP. 6' WM TO EX. V WM ' L. (TOP) CO-5 = CONN. PROP. 10' STO. TO EX. 10° @ 745.7t 747 ...__.__......._....... - ._._ ---------- .._ .__..._..._..._._...__......... ... -i..____ ... .___....._._.__......_ _....__ ........__.._._..._I........_ .... _...... ... _ _ _ _._ _ _ __........_.._ .. , . .- 747 CO-6 = CONN, PROP. IF STO. TO EX. 6' @ 745.8t i - 22+66.8 (TEE) 742.51 CO = CONN. PROP. 12STO. TO EX. 12" @ 745.61 s>, ;� . 22+84.3 (VALVE) 742.45 CO.B = CONN. PROP. 18' STO. TO EX. MH 11-129 @ 745.5t 746 -- - - - 746 22+86.7 (TEE) 742.44 - - CO.11= CONN. PROP. 12' STO. TO EX. 12' @ 745.71 8L.F. 8" SAN. MAI RELAY BL.F. 8" SAN. MAIN RELAY I22+88.5 (REDUCER) 742.44 CO-12= CONN. PROP. 6° STO. TO EX. 6' @ 745.9t '.. 745745 CO-13 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 743.53 C0.17 CID-14 = CONN, PROP. 8" SAN. TO EX. 8" SAN. @ 743.51 744 744 STA. 4" W.M. EL. (TOP) C0.13 C0.14 C0.15 C0.16 - - - -- CO.15 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 743.6t CO.16 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 743.6t i '-� r_ C0.18 22+90.6 (VALVE) 742.28 .... CO.17 = CONN. PROP. B" SAN. TO EX. 8" SAN. 744.Ot @ 743 ' • ' • '__.: • •.' •'.' �.�.',�+.'.',�+.'.]�_� f.,��..:,�r_..:,�r_;.:,.r_�:.,_..',n-;:..:,_. _,..._..,._. .. _ _... ,...._..,.... .,.... .,._. .. _L.... ._......-._-....__..._ ._ ..._...___.___......__....._...._. ..___-_._...._... - _I _ _ -...._....._ 7 q3 + 23 05.8 (BEND) 742.88 CO.18 = CONN. PROP. 4" WM TO EX. 4" WM PRQP• Ail Wm RE LAY •'.. • ., • .' • .' • '. -19 23+14.4 (BEND) 743.24 C0.37 = CONN. EX.SAN. LAT. TO EX. 8" SAN. @ 743.7t 742 . �� •_'.' ' . 8-34 742 23+23.9 (CONIC) 743.61 CO.38 = CONN. EX.SAN. LAT. TO EX. 8" SAN. @ 743.9t I T-17 T-6 741 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 741 23+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN NO. STATION DESCRIPTION ELEV, DESIGN DATE JANUARY 2023 ISSUED FOR CONSTRUCTION 3/07/2023 MWN OAK STREET 12 18+99 TAGBOLT ON HYDRANT@ OAK & LINCOLN 752.64 SURVEYOR 13 22+48 TAGBOLT ON HYDRANT 841 OAK ST. 751.58 DESIGN ENGINEER I MATTHEW NETT I FROM STA. 19+50 TO SIWERT TRL. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-07 SHEET 20 OF 26 S.C. O-f;,88.1 1" COP - - - - - - - - - - - - - - - - - - w -F( cd S.C. 0 +3 P4'p LM w 121.56' uj ca 121.56' m 0 c� 0 S.C. 2+ J6 3y4 LD8 --- -------------- 61+00 61+50 770 769 768 767 766 765 764 763 762 761 760 759 758 757 756 755 - - - - - - - - - - - - - - - - - - - - --- S�O+55.1 (TV) 34,.LEAD HOBBS AVE IL .... . . ....... 63tOO SS_ SS SS - - - --------- 5 122.0' cV FTIrIj-'SoC. 2+401 (TV) 3/4" COPPER' 62+00 62+50 63+00 WATER MAIN FITTING SCHEDULE 770 T-3 = 8 X6"TEE STA .=24+06.9,8.0'LT 769 V-8 = 6:VALVE STA.=24-06.9,11.1'LT T'13 = 6"X6"TEE STA.=24+06.9,34.9'LT 768 PL.1 = 6" PLUG STA.=24+06.8,35.7'LT 767 766 STA. 10" W.M. EL. (TOP) 24+06.9,35.6 LT (PLUG) 758.84 765 24+06.9,34.9 LT (TEE) 758.84 24+06.9, 11.05 LT (VALVE) 758.84 24+06.9. 8.0 LT (TEE) 758.84 764 763 PIPE SEGMENTS P-25 = 11.7 L.F. 8"STO. @ 3.50% 762 761 760 MAIN CONNECTIONS 759 CO-35 = CONN. PROP. a"STO. TO EX. 12'STO. @762.51 758 757 756 755 61+00 61+50 62+00 62+50 63+00 PLIL STORM INL (TYPE 1) 1.5 24+12.97,27.4- LT RIM=765.01 8"(S)=762.90 J.. ^0 F1 d Lu Lu + + Fl 112 920 Yj� F- F 914 c3 ci 61.28' vi 61.28' Lu Lu 1 B 58.1 nw 58.1 W BENT AVE . . . . ........ . . . .. . ......... 0 se. SAN SAN --- - ------- c Si ... .............. . j 521d5 +00 SS SIs- CO-33 - CO-32 P- 7�= _7ASS - I B-5 R-2 P-13 B-40 T-2 k - -_w ---------- ­­1 Ll -- C049 4 19 B-41 V-3 J­ .. ....... . 0 V-2 1-10 CD v 0 0i 4 - ------ ----- r 43.0' 64.12' 68.0' F921 Flo-o-91 FOOS] r"LL + + f Ij d 3�1" LEA S.C. (TV) S F-915 c3 vi -T- SS I WATER MAIN FITTING 51+00 51+50 52+00 52+50 53+00 SCHEDULE 765 764 763 762 761 760 759 758 757 756 755 754 753 752 751 750 1-10 - __..__.___-___STORM INL (TYPE 1) 1.9-- . . . ... ................ . . . .................... . .. STA. 17+56.65, 28.4' LT STORM INL (TYPE 1) 1.10 RIM=763.24 STA. 17-57.17,32.2- RT 12"(N)=760.24 1 -RIM=763.17 D, PTH=4.50" 12-(N)=760.63 DEPTH=4.50' . ... . ... . ... . . . .. ........ . .... . - - ---- --- ------- . . . ............. . ...... . ... . ....... . . .. . . . . .. ......... .8--3 (Co- - - - -------- - . ............. - - - ---------- - . . CB- . ....... .............. D 0D T-2 (M) MAIN COI,NECTIONS CO-19 = CONN. PROP. 6"WM TO EX. 6"WM R-2 CO-20 = CONN. PROP. CO-32 = CONN. PROP. 6"WM TO EX. 6"WM 12"STO. TO EX. MH @760.1 ± ...................... ........... . . . . . ........ . ....... ....... . . ..... CO-33 = CONN. PROP. 12"STO. TO EX. MH @760.2 ± . . ............. . ... . ....... . ........ ........... ... . ...... 51+00 51,50 52+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY rATION DESCRIPTION ELEV. DESIGN DATE JAWARX)M3 ISSUED FOR CONSTRUCTION 3/07/2023 MVVN 0+00 XxXlxx SURVEYOR ptop xxx xx 0160 XXX.XX_ DESIGN ENGINEER MATTH EW NETT 1 0 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 4 CITY CONTRACT 23-07­i 765 :13 6 45* BEND STA.=17+61.1,48.6'RT : 764 2 6:45* BEND STA.=17+61.0,44.3'RT R- = 8" X 6" REDUCER STA ' = . I . T-2 = 8" X 6" TEE STA.=l 7+60.9, 39.4- RT 763 V-4 = 8" VALVE STA.=17+60.6,12.0'RT C-1 = 8.X8"CROSS STA.=17+60.5,8.0'RT 762 V-3 = 8. VALVE STA ' =17+60.5,6.5'RT 8.40 = 8"45* BEND STA.=17-60.5,4.9'RT B-41 = 8"45* BEND STA.=17+60.4,2.3'RT 761 R-2 = 8"X6"REDUCER STA.=17+60.0,33.3'LT B-4 = 6"45* BEND STA.=17+59.9,38.1'LT 760 B-5 = 6"45* BEND STA.=17+59.9,41.2'LT STA. 6" W.M. EL. (TOP) 759 1 7+59.9,48.8 LT (CONN.) 758.14 758 17+59.9 41.2 LT (BEND) 758.14 17+59.9:38.0 LT (BEND) 754.84 17+61.0,44.3 RT (BEND) 757.17 757 17+61.1,48.6 RT (BEND) 758.27 17+61.1, 52.0 RT (CONN.) 758.27 756 755 STA. 8" W.M. EL. (TOP) 754 17+60.0.33.3 LT (REDUCER) 754.72 17+60.4,2.3 LT (BEND) 754.80 753 17+60.5,4.9 RT (BEND) 757.26 17+60.5,6.5 RT (VALVE) 757.26 1 7+60.6 8.0 RT (CROSS) 757.26 752 17+60.6:12.0 RT (VALVE) 757.20 1 7+61.0,39.4 RT (TEE) 757.26 751 17+61 .0,41.9 RT (REDUCER) 757.26 750 PIPE SEGMENTS 52+50 53+00 P-13 = PROP 8"VIM RELAY P-14 = PROP 8"WM RELAY P-21 = 7.3 L.F. 12'STO. @ 1.00% P-22 = 7.0 L.F. 12'STO. @ 1.00% WATER MAIN BEECH ST INTERSECTION TIE-INS SHEET XX OF 26 ------------ -W 3/4" LEAD Cd L n m o 1.w" + + !O O VI CJ vi 134.00' vi O cD-z r- -- - - _I__I-_I F---- SAN ; ,- 134.00' 41+00 755 754 753 752 751 750 749 748 747 746 745 744 743 742 741 740 3/4" LEAD S.C. 0+44.0 (TV) m o n 3/4" LEAD S.C. 0+ 5.6 (T7) � o n - _ - _ - _ - - - _ 3/4" LEAD Z N 00 O O U 125.00' vi vi J._ ......... 1 1 _........_ E. LINCOLN "E ._............--- - - -_..-.._. NEkk LATERAL W 0 j x-x-x- L V-35 B-29 P-3 B-30 � i I LU W 11 42 00 c� CO-9 CO-3 - -- ' B•31 I - w 00 --L w ,awavcl--- W W T 51 00 B-27 SAN- ° -)--j- SAN 1 1 SAN SAN Y' u a i S.C. 1+81 --L -I - - !- 125.00' 1 I �6 EAO 3/4 L __C 3/4" LEAD '.. S.C. 2+15.7 (TV) m i I 0 o 0 O n U S.C. 1 +3/4 % LEAD 63, ((TV) - 3 I N -..._......vim I y O o N a 0_ - - - - - - - 1 - - - - - - - - I - S.C. 1+72.8 (TV) _----- - - - - -- _ 3 3/4" LEAD 1 1p-- 41+50 42+00 > Ok$N 42+50 43+00 WATER MAIN FITTING 51+00 51+50 52+00 l._.� .-.- - - -�V_37) J----------- - -STORM INLET (TYPE 1) 1-1 STA. 18+94.27, 34.6' RT RIM=750.31 -_ -. - 8"(SW)=746.94--- SUMP = 1.50' DEPTH=5.00' .___............. ...... _._� ._. ..... _-..._...-_...-_..................__Jt -__..- - ------- I -.__.. B-32 8-31 B-29 755 SCHEDULE 755 T-14 = 8"x 6" TEE STA=18+83.7, 38.0' LT 754 V-31 = 8" VALVE STA=18+83.7, 36.5' LT 754 B-33 = 8" 45" BEND STA=18+83.7, 34.7' LT 753 B-32 = 8" 45' BEND STA=18+89.5, 29.0' LT 753 V-35 = 8" VALVE STA=18+89.5, 5.3' RT C-3 = 8" X 8" CROSS STA=18+89,5, 8.0' RT 752 V-37 = 8" VALVE STA=18+89.5, 10.3' RT 752 8-28 = 8" 45" BEND STA=18+89,5, 12.6' RT 751 B-29 = 8" 45" BEND STA=18+89,5, 14.7' RT 751 B-30 = 8" 45" BEND STA=18+89.5, 34.9' RT B-31 = 8" 45° BEND STA=18+84.0, 40.3' RT 750 750 STA. 8 W.M. EL. (TOP) 749 18+83.7,41.9 LT (CONN.) 745.50 749 18+83.7,38.0 LT (TEE) 745.61 748 18+83.7, 36.5 LT (VALVE) 745.61 748 18+83.7,34.7 LT (BEND) 745.61 18+89.5,29.0 LT (BEND) 745.61 747 18+89.5, 5.3 RT (VALVE) 743.93 747 18+89.5, 8.0 RT (CROSS) 743.87 746 18+89.5, 10.3 RT (VALVE) 743.87 746 18+89.5, 12.6 RT (BEND) 743.87 18+89.5,14.7 RT (BEND) 744.90 745 1g+89.5, 34.9 RT (BEND) 744.92 745 18+84.0, 40.3 RT (BEND) 745.37 744 18+84.1, 43.6 RT (CONN.) 745.37 744 PIPE SEGMENTS 743 743 P-2= PROP 8" WM RELAY 742 P-3 = PROP 8" WM RELAY 742 P-4 = 7.9 L.F. 8" STO. @ 2.77 % 741 741 MAIN CONNECTIONS 740 740 R-9 MIDDLE SCHOOL 53 00 B 22 2 W W -P-18_ B 1 W-- - caoa H-11 -` CO-07 SIEWERT TRL P-9 CO-06 P-8 I ± I NI O N ..-rS Can LEAD 1+(TV) I 1 I t 1 _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ J S.C. 1+16.3 (TV) I �o o ,o WATER MAIN FITTING SCHEDULE T-6 = 8" X 8" TEE STA=22+86.7, 8.V RT V-34 = 8" VALVE STA =22+86.7, 10.6' RT R-9 = 8" X 6" REDUCER STA=22+86.7, 12.6' RT B-22 = 6" 45" BEND STA=22+86.7, 15.9' RT 52+50 53+00 8.23 = 6" 45" BEND STA=22+86.7, 17.7' RT 7ss STA. 6" W.M. EL. (TOP) 754 22+86.7. 15.9 RT (BEND) 742.36 22+86.7. 17.7 RT (BEND) 744.08 753 22+86.6, 41.7 RT (CONN.) 744.13 752 STA. 8" W.M. EL. (TOP) 22+86.7, 8.0 RT (TEE) 742.44 751 22+86.7, 10.6 RT (VALVE) 742.44 22+86.7, 12.6 RT (REDUCER) 742.44 750 PIPE SEGMENTS P-10 = 37.1 L.F. 8" SAN. @ 0.50% 749 P-11 = 55.6 L.F. CONC STO. @ 0.40% P-18 = PROP 6" WM RELAY 748 P-5 = 7.4 L.F. 6" STO. @ 0.65% P-6 = 3.3 L.F. 10" STO. @ 0.04% P-7 = 5.3 L.F. 10" STO. @ 0.07% 747 P-8= 3.2 L.F. 6" STO. @ 0.75% P-9 = 3.3 L.F. 12' CONC. STO. @ 0.23% 746 MAIN CONNECTIONS CO-4 = CONN. PROP. 6" WM TO EX. 6" WM 745 CO.S = CONN. PROP. 10' STO. TO EX. 10" @ 745.71 CO-6 = CONN. PROP. 6" STO. TO EX. 6" @ 745.8t 744 CO-T = CONN. PROP. 12" STO. TO EX. 12" @ 745.6t CO.8 = CONN. PROP. 18" STO. TO EX. MH 11-129 @ 745.5t CO.11= CONN. PROP. 12' STO. TO EX. 12" @ 745.71 743 CO.12= CONN. PROP. 6" STO. TO EX. 6" @ 745.9t CO.13 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 743.5t 742 CO.14 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 743.51 CO.95 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 743.6t CO.16 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 743.6t 741 CO.17 = CONN. PROP. 8" SAN. TO EX. 8" SAN. @ 744.Ot CO.18 = CONN. PROP. 4" WM TO EX. 4" WM 740 CO-37 = CONN. EX.SAN. LAT. TO EX. 8" SAN. @ 743.7t 41+00 41+50 42+00 42+50 43+00 CO-2 = CONN. PROP. 8" WM TO EX. 8" WM CO-3 = CONN. PROP. 8" WM TO EX. 8" WM CO-9 = CONN. PROP. 8" STO. TO EX. 8" STO. @ 746.7t 51+00 51+50 52+00 52+50 53+00 CO.33 = CONN. EX.SAN. LAT. TO EX. 8" SAN. @ 743.91 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN OAK ST2 INTERSECTION TIE-INS N0. STATION STATION DESCRIPTION DESCRIPTION DESIGN DATE Jacoca3 ISSUED FOR CONSTRUCTION 3/07/2023 MWN kLEV.-_"._'._...-...-.,._'._..-...-_0+00 0+00XXSURVEYOR0+00 XX DESIGN ENGINEER MATTHEW NETT CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo ao CITY CONTRACT 23-07 SHEET XX OF 26 M N 0 N n M tM N O N M N O N r M 3 0 cY V) N O N M