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Home My WebLink About23-08 Bauman St Arthur, Tyler & Coolidge AveREGARDING THE CRITERIA OF REASONABLENESS AND BENEFIT This report was prepared and submitted to satisfy the requirements that the City is required to show that the assessments will benefit the properties assessed in the 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. 23-08 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: $5,678,000.00 Proposed Assessments are: $1,097,923.90 City Cost of the project is: $4,580,076.10 I:\Engineering\2021 - 2030 Contracts\2023 CONTRACTS\23-08 Arthur-Tyler-Coolidge-Bauman\Project_Information\Reports\Report of Director of PW \23-08 Criteria for Reasonableness and Benefit 6-2-23.docx LAKE BUTTE DES MORTS 0 J 0 0 c 0 J ARTHUR AVENUE, TYLER AVENUE, COOLIDGE AVENUE, AND BAUMAN STREET RECONSTRUCTION CITY CONTRACT 23-08 OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 ARTHUR AVENUE, N. SAWYER ST. TO STA. 17+00 6 ARTHUR AVENUE, STA. 17+00 TO STA. 21+50 7 ARTHUR AVENUE, STA. 21+50 TO STA. BAUMAN ST. 8 BAUMAN STREET, STA. 91+00 TO STA. 95+50 9 BAUMAN STREET, STA. 95+50 TO STA. 100+00 10 BAUMAN STREET, STA. 100+00 TO STA. 103+50 11 COOLIDGE AVENUE, BAUMAN ST. TO STA. 65+00 12 COOLIDGE AVENUE, STA. 65+00 FOX RIVER 13 TYLER AVENUE, N. SAYWER ST. TO STA. 36+50 14 TYLER AVENUE, STA. 36+50 TO STA. 41+00 15 TYLER AVENUE, STA. 41+00 TO STA. 46+00 16 TYLER AVENUE, STA. 46+00 TO FOX RIVER 17 VAN BUREN AVENUE, BAUMAN ST. TO FOX RIVER STRIPINIG PLAN 18 BAUMAN STREET, 1000 BAUMAN STREET UTILITIES 19 ARTHUR AVENUE, N. SAWYER ST. TO STA. 16+00 20 ARTHUR AVENUE, STA. 16+00 TO STA. 20+50 21 ARTHUR AVENUE, STA. 20+50 TO STA. 23+50 22 BAUMAN STREET, ADAMS AVE. TO STA. 94+50 23 BAUMAN STREET, STA. 94+50 TO STA. 98+50 24 BAUMAN STREET, STA. 98+50 TO STA. 103+00 25 COOLIDGE AVENUE, STA. 61+00 TO STA. 64+50 26 COOLIDGE AVENUE, STA. 64+50 TO FOX RIVER 27 TYLER AVENUE, N. SAWYER ST. STA. 35+00 28 TYLER AVENUE, STA. 35+00 TO STA. 39+00 29 TYLER AVENUE, STA. 39+00 TO STA. 43+00 30 TYLER AVENUE, STA. 43+00 TO STA. 47+00 31 TYLER AVENUE, STA. 47+00 TO FOX RIVER 32 VAN BUREN AVENUE OUTFALL ABANDONMENT ELECTRICAL 33 ARTHUR AVENUE, N. SAWYER ST. TO STA. 21+00 34 ARTHUR AVENUE, STA. 21+00 TO BAUMAN ST. 35 BAUMAN STREET, STA. 95+00 TO STA. 103+00 36 COOLIDGE AVENUE, BAUMAN ST. TO STA. 67+00 37 TYLER AVENUE, N. SAWYER ST. TO STA. 39+00 38 TYLER AVENUE, STA. 39+00 TO BAUMAN ST. 39 N. SAWYER STREET, VAN BUREN AVE. TO ARTHUR AVE. QUANTITIES 40 A-B PAVING ESTIMATED QUANTITY SHEET 41 A-B STORM ESTIMATED QUANTITY SHEET 42 SANITARY ESTIMATED QUANTITY SHEET 43 A-B WATER ESTIMATED QUANTITY SHEET 44 LATERAL ESTIMATED QUANTITY SHEET 45 A-B ELECTRIC ESTIMATED QUANTITY SHEET ISSUED FOR CONSTRUCTION: 03/03/2023 Ali M N O N M M OSH off,, 1 CITY CONTRACT 23-08 OSHKOSH, WISCONSIN . . . . STREETS TO BE PAVED/UTILITY WORK <G« DESIGNATED HAUL ROUTES •Ge& • DESIGNATED HAUL ROUTES (EMPTY TRUCKS ONLY) DESIGNATED TRUCK ROUTES O PROJECT AREA 00 O I N a> U) TYPICAL INTEGRAL CONCRETE PAVEMENT SECTION CITY OF OSHKOSH, WI REVISIONS NOT TO SCALE "E" RIGHT OF WAY SUMMARY - CONTRACT 23-08 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK,PAVEMENT 6" THRU DRIVEWAY (WHERE REQ'D.) 5' 9' "A" FACE TO FACE OF CURB 9, 5' 6"THRU DRIVEWAY (WHERE REQ'D.) PAVEMENT NOTES "B" C/L "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% SLOPE = 1.0% MIN. 4 00� MAX 6„ , 1.0-2.0 /o BE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW 6 CONSTRUCTION OR HINGE JOINT AT C/L WITH %2' X 30" DEFORMED BARS STREET CONSTRUCTION IF CONFLICTS EXIST. i• ,n': ; h.555' • 4'`• I 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK AND FOR TURF RESTORATION WORK. BACKFILL, TOP SOIL, BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH WHERE DISTURBED (VARIES) 2.0' 1 2.0' FER L ZE SEED P. MI 11CH 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SHALL BE PERMITTED. SAWED LONGITUDINAL JOINT WHERE DISTURBED (VARIES) 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. BACKFILL, TOP SOIL, "C" CONCRETE PAVEMENT "D" CRUSHED AGGREGATE WITH INTEGRAL CURB BASE COURSE BACKFILL, TOP SOIL, FERTILIZE, SEED & MULCH 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. FERTILIZE, SEED & MULCH 6. GRADESAS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY BENCHMARK INFORMATION R IN THE FIELD. THE ENGINEER 7. TRANSVERSE JOINTS SHALL BESAWED AT14'(MAX.)-6'(MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, TYPICAL HATCHING PATTERN S AND - BENCHMARKINFORMATIONFORUTILITYWORKONLY. NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR UNLESSSPECIFIED OTHERWISE BY THE ENGINEER. FOR 8" PAVEMENT TRANSVERSE JOINTS SHALL BE SAWED AT DESIGNATION SYMBOLS SHOWN SHEETS FOR GRADING/PAVING WORK 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EACH AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT CORNER, THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION rmAREAS INDICATING NEW ASPHALT AREAS INDICATING GRAVEL SHOULDER OR DRIVEWAY b 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 23.08 Benchmarks List 12120/2022 Number Station Street Alignment Description Elevation 1 12+42 ARTHUR AVE. HYDRANT TAGBOLT @ 1102 N. SAWYER ST. 753.11 2 13+73 ARTHUR AVE. PK NAIL ON POWER POLE @ 1147 ARTHUR AVE. 754.90 3 18+16 ARTHUR AVE. HYDRANT TAGBOLT @ ARTHUR & JOSSLYN 757.03 4 22+46 ARTHUR AVE. HYDRANT TAGBOLT @ ARTHUR & BAUMAN 753.04 5 91+48 BAUMAN ST. HYDRANT TAGBOLT @ BAUMAN & ADAMS 753.28 6 95+24 BAUMAN ST. HYDRANT TAGBOLT @BAUMAN & COOLIDGE 753.13 61+60 COOLIDGEAVE. 7 99+50 BAUMAN ST. PK NAIL ON POWER POLE @ ACROSS FROM 1000 BAUMAN ST. 751.85 44+90 TYLER AVE. 8 101+17 BAUMAN ST. PK NAIL ON POWER POLE @ BAUMAN & VAN BUREN 750.71 9 66+01 COOLIDGE AVE. HYDRANT TAGBOLT @ ACROSS FROM 895 COOLIDGE AVE. 749.37 10 32+41 TYLER AVE. HYDRANT TAGBOLT @ TYLER & SAWYER 758.10 11 35+50 TYLER AVE. HYDRANT TAGBOLT @ 1126 TYLER AVE. 757.90 12 38+84 TYLER AVE. HYDRANT TAGBOLT @ TYLER & JOSSLYN 756.75 13 42+82 TYLER AVE. HYDRANT TAGBOLT @ 1024 TYLER AVE. 754.15 14 86+20 BAUMAN ST. HYDRANT TAGBOLT @ BAUMAN & TAFT 751.10 9. INLET CASTING TO BE WELLED 3/q' BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. (3)-20' LENGTHS OF #4 REINFORCING RODS REQUIRED OVER UTILITY TRENCHES. (TYP) (2) 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 CHURCHAVE. JAMES RASE-DIR. PUBUC WORKS PUBLIC WORKS DEPT. OSHKOSH,WI JUSTIN GIERACH- DIVISION MANAGER 1 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH PUBUC WORKS DEPT. 757 W. 3RD AVE. RYAN LEMKE 920-232-5333 WATER DIVISION OSHKOSH, VVI WATER DISTRIBUTION MANAGER CITY OF OSHKOSH PARKS DEPARTMENT 805 WITZEL AVE. TRAVIS DERKS - CITY FORESTER 920-232-5314 FORESTRY DIVISION OSHKOSH, WI CHAD DALLMAN -ASST. DIR. PARKS 920-232-5313 CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. DAN KUSSMANN 920-232-5350 ELECTRIC DIVISION OSHKOSH, VVI CITY ELECTRICIAN CITY OF OSHKOSH TRANSPORTATION DEPT. 926 DEMPSEY TR. OSHKOSH,WI BRIAN GRIESBACH MAINT. SUPERVISOR 920-232-5348 PAVEMENT SCHEDULE FOR CONTRACT 23-08 SIGN DIVISION NET C/L "A" "B" "C" "D" "E" CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS 920-232-5342 LOCATION LENGTH FT. WIDTH - FEET SAWED JOINT PAVEMENT BASE COURSE RIGHT OF REMARKS TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR (EOR-EOR) FACE TO FACE LOCATION DEPTH DEPTH WAY SPECTRUM 3520 DESTINATION DR. APPLETON, WI VINCEALBIN DAY 920�31-924 EVE 920-738-0444 ARTHUR AVE. 32' 5" 60' UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALKIDRIVEWAY (N. SAWYER ST. TO BAUMAN ST.) 993.8' 8' 7" CONCRETE APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. WISCONSIN PUBLIC MAIN ST. 3OS JEFF HENKELMAN -SENIOR SERVICE 920-617-2778 SERVICE CORP. osHKosH, VM K MANAGER WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-80OA50-7280 TYLER AVE. 1,220.6' 32' 8' 7"CONCRETE 5" 60' UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, CONCRETE SIDEWALKIDRIVEWAY SERVICE CORP. ELECTRIC EMERGENCY NUMBER "00-050-7240 (N. SAWYER ST. TO BAUMAN ST.) APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION WORK. WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. MADISON, WI UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK & CUL-DE-SAC, CONCRETE COOLIDGE AVE.AV 394.6' 32' 8' 7" CONCRETE 5" 60, SIDEWALK/DRIVEWAY APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION TRANS CANADA 801 O'KEEFE ROAD DE PERE, WI MATT ERNST 920-338-6573 (BAUMAN S EAST) WORK ANR PIPELINE COMPANY W3925 PIPELINE LN. EDEN, WI LARRY HUBER 920477-2235 UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK & PARKING BAY, CONCRETE BAUMAN ST. (TYLER AVE. TO VAN BUREN AVE.) 295.5' 32' 8' 7" CONCRETE 5" 60' SIDEWALK/DRIVEWAY APRON WORK, ASPHALT PAVING WORK, ELECTRICAL WORK, TURF RESTORATION AT&T WISCONSIN 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 WORK. FOND DU LAC, WI ENGINEER BAUMAN ST. UTILITY WORK, EXCAVATION/GRADING WORK, ASPHALT PATCH WORK, CONCRETE SIDEWALK WORK, TURF WINDSTREAM 1335 BISHOPS DR. BROOKFIELD, N53005 JAMES KOSTUCH 282-792-7938 (TAFT AVE. TO TYLER AVE.) N/A N/A 4" ASPHALT 10" 69 CANADIAN NATIONAL RR 1625 DEPOT ST. VVIJACKIE STEVENS POINT, VVI MACEWICZ 715-345-2503 (VAN BUREN AVE. TO JOSSLYN ST.) RESTORATION WORK UW-O FACILITIES 650 WITZEL AVE. JOANN RIFE 920-024-2438 MANAGEMENT OSHKOSH, VVI 54903 7:30-4:30 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE D_ECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 23-08 SHEET 3 OF 45 3 °i 00 O 1 41) N U) tM N O N \ T N N 0 :J T C, 0 c 0 L) GENERAL NOTES FOR CONTRACT 23-08 FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN MANHOLE VERTICAL FOR ALL STORM INLET MANHOLE RISERS DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. CALCULATION DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL FORMULA FOR ALL STORM MANHOLE RISERS INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF THE INLET AND STORM SEWER. OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET FOR ALL STORM INLETS & INLET MANHOLES CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP TO CITY GARAGE. DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) 4 1' VALVE TOP BOX SECTION SHALL BESET OVERALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS 757 W. 3RD AVE. THE COST OF INSTALLING THESE BOXES SHALL BE INCLUDED IN THE UNIT BID PRICE FOR CONCRETE SIDEWALK AND PAVEMENT. O= ABANDON INLET/MANHOLE - PLUG & BLOCK. CONTRACTOR SHALL INSPECT STRUCTURE FOR EXISTING 5 THE ENGINEER SHALL EXAMINE ALL EXISTING CASTINGS. ALL MANHOLE AND INLET CONNECTIONS AND VERIFY THAT ALL CONNECTIONS ARE DEAD PRIOR TO ABANDONING STRUCTURE (TYP.). CASTINGS NOT SUITABLE FOR REUSE WILL BE REPLACED BY THE CITY OF OSHKOSH. ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH TO STORM LATERAL INLET OR TO BACK EDGE OF EX. SIDEWALK IF EXISTING LATERAL EXISTS. 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) 2 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 O 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. 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 -7 REVISIONS 6" PVC STORM SEWER LATERAL MAIN CITY OF OSHKOSH, WISCONSIN UTILITY SUMMARY - CONTRACT 23-08 * = OR APPROVED EQUAL BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY UTILITY SUMMARY NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/0312023 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 a° CITY CONTRACT 23-08 SHEET 4 OF 45 --------------I ARTUR PROP. 4"ASP. SURFACE PROP. SW CURB REMOVE AND REQ'D(TYP.) 8 LTW/6"C.A. C. BID ITEM #1916 (TYP.) REPLACE EX CONC LANDING (TYP.) E�l ADJ. EX. INLET 6" H.E. S CONIC F -1142 PROP 4" CONC. 11361 Fl 112 E BEGIN CONIC. PAVT STA 12+59.65 PROP. DWY REDID (�Y�)' CARRIAGE WALK SAWCUT REQ'D (TYP.) R�D (TYP.) EQ (TYP.) is CO N PIRPIEI SIDEWALK TIE SIDE .. . ..... ..... .. AS 4 BARS REQ'D (TYP.) • t STY �TE MATC H EX. CONC. PAV 1p 4.\\ 750.94 -751.39-751.64- ---�7' ----.753.25-- -=75, EX, CCN 85.04 0 PROP. 7' CONC. PAV`T W/ 0 END TAPER GB +50.00 5"C.A.B.C. REQ'D. BID ITEM #1301 MAINLINE PAVING (TYP.) V, 00-- (D-- :too w 14t,00 - 15 t Ild ?5.28 751.97 TAPER PROP FL 752.82 7�1.71 ALLIGNMENT TO 753.57 754.32 EX. 411SP. 75t 755 754 753 752 751 SIDEWALK TIE BARS REQ'D (TYP.) APPROX. TURF F-1 1-2 -- 1�6/ RESTORATION Fl 122 LIMITS (TYP.) El PROP. 6" CONC. DWY /- APRON REQ'D (TYP.) . EXPR OPER crnIRON (TYP.) ZL 4 STEf` 15 �� - 755 96 755.11---7E TT HP -78.95 REMOVE EX VPC HP CURB & GUTTER 755.23 750.96 MATCH EX PAVT (TYP.) AV : HP -81.54 1 55.17 =755.14- 754.82 752.50 753.20 753.90 754.60= - ------ =755.09--,w .......... -7 ........ ...... ....... -.-754.98---- o�6" - - - - - ------ ----- ... . . ............. . . . .............. . J . ...... • .... ...... p- '��'T E P- E� STE STEP, 34 REQ'D, PAVT TIES &l "T" CON 1/4 DOWEL BARS OWER AcIP PROP, 4- CONC. F,-V k- -.1i !711-IN -111, H111 FULL DEPTH SAW CUT "'RAVE "j, P POLE G. R AVE L•POWER POLE ADJ. EX. INLET IN PROP. DWY SIDEWALKTIE-IN POWER POLE IN PROP. IN PAV7 I REQ'D (TYP 1 11 1 1 PPOP. PAV7 APRON. REQ'D (TYP.) R.O.W. LI�E E. REMOVE F, 117 4,31 F, 131� Fliz, F Fli-, Flm Ell 1 I (TYP-) PROP. 6" GRAVEL SIDEWALK PROP. 4" REMOVE TREE CONIC. SIDEWALK 6" AWCUT REQ'D REMOVE AND REPLACE EX. PROP. 8"CONC. PAV'T W1 DWY REQ'D (TYP.) S D.) (TYP.) THICKNESS THRU (TYP.) CONC. STEP (TYP.) (I. 6"C.A B.C. REQ'D. BID DWY'S AND RAMPS I ITEM#1313 TIE-IN PAVING REMOVE/SALVAGE/RESET (TYP.) STONE PAVERS. COST REQ'D (TYP.) SHALL BE INCLUDED W/ --- - ------ REMOVE EX BUSHES (TYP.) TURF RESTORATION BID COST SHALL BE INCIDENTAL ITEM (TYP.) F To THE PROJECT. COORDINATE WITH PROPE RTY VCL= 100.00 , + 41 o + u� V �� 00 W+ I m� HP 115+79.28 4 HP 155.35 ----------- . . .... IT ........... . . -- - -R- t ------ 11 --7-54 - . . ....... . ................ 15+00-- EX. NORTH B4O.W. PROFILE VPI Ell 755.50 W IL a- Ei: 752 PROP. NORTH TOC PROFILE PROP. NORTH FL PROFILE 12+00 12+50 756 755 754 753 752 751 757 756 755 754 753 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 VCL=.100.00 758---7-56----- < 757 -755--- Lu - - ---- - - ----- ----- PROP. CL PROFILE HP 7155.17 w VPl STA 15+50 -756- -754- C) 0 --- VPFEL,75"0 < . CL PROFILE --\ EX5( . . . . . ............ . . ..... . ..... . 755- 759 -�.704 754- 75i 12+00 12+50 13+00 of o 755 754 753 752 751 750 758 757 756 755 754 753 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 + n + o VCL So ;1100.00 owo + HP ... ......... .... ...... - ------- .. . . ................ . .. < - - ----- . ..... . .. . . .......... V P 11111 STA 15+50 -w VPIEL755.30 > -0.317% . ..... ........ . . ..... +SOUTH -755- 752 I.O.W. r-" PROP. TOC PROFILE EX. SOUTH PROFILE PROP. SOUTH FL PROFILE 757 756 755 754 753 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION I ELEV. DESIGN DATE OCTOBER2022 ISSUED FOR CONSTRUCTION 03/0312023 ARTHUR AVENUE SURVEYOR CR DESIGN ENGINEER SD N SAWYER ST TO STA 17+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: O��zo 4 - 0 CITY CONTRACT 23-08 SHEET 05 OF 45 POWER POLE IN DWY APRON II 1 �7X ,',,;h. PROP 4" ASP TRANSITION ' i 170 `$ LT W/10" C.A.B.C. BID ITEM #1911 (TYP.) ` 754.41 I PROP. 6" GRAVEL, P�OP 7" H.E.S. CONC. PAV'T W/ 5C.A.B.C. REQ'D BID ITEM I ` i DWY REQ'D (TYP.)" ' i #1303 TIE-IN PAVING (TYP.)- ' 1106 I 1102 ?>< PROP. 6" CONC. DWY APRON REQ'D (TYP.) I ',,�ci' •e c•e n - - jSHP B'.. ..a754.P H 754.724.5754.97 REMOVE EX CL CURB & GUTTER OLp O HP -17+00 (TYp•). 18*'00 +1*.96 +5119 755.23 755.04 764.84 754.77 754.97 '54.82 ___...::::_-754.67._....__.._........__._..�u�,....---754.51-......__....7 45____ " f _ S • e ° YPROP. 15�'32+•2063' 754.97vn q/ OWER'POLE INPAV'T I I SAWCUT 1 109 REQ'D (TYP.) 1103 Ij i REMOVE EX i 1105 SIDEWALK PROP 4" CONC SIDEWALK 6" I �� THICKNESS THRU I PROP. 2' WIDE GRAVEL DWYS AND RAMPS � SHOULDER REQ'D (4" J` REQ'D (TYP.) I OF t' B.A.D.) (TYPJ SAWCUT _y?� 756221�� REQ'D (TYP.) A 757 756 755 754 753 j ARTHiM AVE.! 5' LF OF 30" C&G REMOVE/SALVAGE/RESET 1 (7") REQ'D 2' CURB STONE PAVERS. COST ' TAPER (TYP.) I SHALL BE INCLUDED W/TURF RESTORATION BID SIDEWALKTIE PROP. SIDEWALK ITEM #1370 (TYP.) PROP.6"HESCONC , i REMOVE AND REPLACE EX. BARS REQ'D (TYP.) CURB REQ'D (TYP.) I DWY REQ'D (TYP.) I CONC. :- 1034 PROP. 4" CONC. 1030 1024 1 I 1018 PROP 4" CONC. 1 1014 LANDING (TYP.) 4 ENTRANCE WALK 2' X 5 D W F. REQ'D (TYP.) REQ'D CARRIAGE WALK REQ'D y (FYP) Ori (TYP.) md r = /b4.b4 ........ _......._ .......--/b4.e3 754.11 UP LL VPC HP VPI VPT +8.,2 19t00 LL 20 00 +50.00 +85.38 21 00 +50 7 754.86 755.15 mT} 0 755.44 755.73 755.77 755.55 754.43 EX, AsP. I fD PROP. 7" CONC. PAV'T W/ 5" C.A.B.C. REQ'D. BID ITEM #1301 MAINLINE PAVING (TYP.) 45 754.83_ �755.12.. _- ....755.23 754.11_754.54- .. j r I r t I, _. k. o e P a • R?EC a .t .E'' • . `T Fd. _ P 3'0., MKT E �.� WCGI - i� '�N, r' 9 12' CURB HEAD G0�! REQ'DALONG POWER POLE IN I I POWER POLE OC� SIDEWALK TIE^ RADIUS (TYP.) PROP. DWY APRON IN PROP. PAV'T BARS REQ'D (TYP.) R.O.W. 1037 1033 1027 1023 1017 LINE 1 I I I I (TYPE J 1037A I EX. PROPERTY i 1 REMOVE AND REPLACE EX. IRON (TYP.) APPROX. TURF ( CONC. STEP (TYP.) v♦- RESTORATION LIMITS (TYP.) 1 1 i i i VCL= 100.00 i757 n F756 > 755 754 753 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 758 757 756 755 754 753 m N + HP 20 65.38 °i• � tD m v.........._........._v......... � N n HP 7 55.45 0 ...... ..._.._.__............... .... ..... .......__._-......................... 1--EX. NORTH B.O.W. PROFILE " '� LLO ^. 1D n LLOj r LLO n it ro 'n .._...-..---- PROP. NORTH TOC PROFILE ---......__-.....- 4.... U VP4ST w VPI EL 21.t00.__._..------� 55.70 N - 560% > 0.392 i PROP. NORTH FL PROFILE 1 VCL = 100.00 rn N n N +I rorz ....-.__.._._ _. V.._.._._._._._..._.__._.-_-� st + ._ ......� ._at_._.._..._..._.. ..__.._..._-_--.._.. ra., J W-- -----...._-HP�2II "65:38- ..............._. N q u a N PROP. CL PROFILE a U s HP 7f 5.775 EX. CL PROFILE r J n U N J > > VPIST 21+00 N -- - - - - VPI EL 756.02 > - - - - - 0.580% _ ____ - -. 758 a 757 w 56 755 754 753 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 ' a VCL= 100.00 HP 20 f65.38 0 757 756 755 754 EX. SOUTH B.O.W. PROFILE ........._._.......___........---..__...._.___..___.__...._-_-..-_...._.----...__......__-._...._._�C. ---- - - -- - --- `,° n F ---'-- "* O w ...1L_._-____--u J - u -`-_.... i n °' W ...4t.._.._-_.._...._ CO n a -_A...._Il._.._.__.._ LL r J � PROP. SOUTH ......_._._...__..-...__._....._._..__..._.. TOC PROFILE -_.._.......-.- r - - - �.._ i ............._........................._-........._--_..___......r__.__..._a - - -t-- `- - - 80% - - ----- N U w VPI ST a VPI E 755.70 -.=..�-r--'-i.---_ ."- 21++00 N a _-�.. .._..___--------____1^, a � > 757 J F756 755 754 753 ................------....._...- ' ---"'__...__..._..._........._.._...__...... i ........ - ------- ._._..._... ..! _._..__..._..--- ..........._ -_._..._.._....- -----._....__..._._._.--- ...---.....--............. PROP. SOUTH FL PROFILE ----......._.__........._.........--_....__._.-.._.-.-- ._._..._.-.......- - -- ......__..._..--.........- .... 753 17+00 17+50 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 I BY CONCRETE PAVING pRTH U R AV E N U E STA 17+00 TO STA 21+50 NO, STATION DESCRIPTION ELEV. DESIGN DATE OCTOBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 SURVEYOR CR j DESIGN ENGINEER SD I CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 06 OF 45 ARTHUR dvv\ . P 3" TAPER TOO" CURB \ \ HEIGHT REQ'D TRANSITION '�- R.O.W. LINE (TYP.) J `' \\ ` TO PROJECT GUTTER (TYP.) \ 1, \ RB A \\ t 008 12" CURB HEAD REQ',) ALONG RADIUS (TYP.) \\ � SIDEWALKTIE ('(1'\ `\\ I\ \ \ \ / BARS REQ'D (TYP.) -G- �! �6h P.P. IN PROP. a APPROX. TURF -f \ `v REMOVE AND REPLACE :;fJ � � RESTORATION CURB 8 GUTTER EX. CONC. STEP (TYP.) LIMITS (TYP.) \ PROP 4"ASP - TRANSITION LT W/10" — - — - — - — - — - — - — - ' — - — - - — - — `�-EP . , ° C.A.B.C. BID ITEM +` _ - -- ` 15' R Ip #1911 (TYP.) \\ I t a +53.48 n\ SAW CUT REQ'D -:_.,:_:_._:------�----..._► __........_750.64 (TYP)MAT CHEX PROP 4" CONC. 754.11 � 7�B5' T PAV'T. CARRIAGE WALK REMOVE EX � I E \ RIAGE (TYP.) VPT CURB 8 GUTTER +50 (TYP.) 2200 u_ +5 \\ \` -\ 24 00 754.43 ,._, 752.83 m� 0 751.12 750.43 co 750.55 77�\ ` 754 11 __— ....... 752.51 _ —� 750.80 750,60 al 2X5 REQ'D tI yL e D.W.F.F. R (TYP.) 15 R 750.48 POWER POLE `P ° _ ("ON .I, i +94.60 ,750.46 \ \\ IN PROP. EX. PROPERTY „- PAV'T (TYP.) REMOVE EX \ ` EX. IRON (TYP) SIDEWALK PROP 4" PROP. CONC. DWY 7009 1003 CONC.SIDEWALKB" APRON REQ'D (TYP.) THICKNESS THRU SAWCUT DWYSANDRAMPS i \\\\ SIDEWALK TIE \ J.- \ BARS REQ'D (TYP.) Q REQ'D (TYP.) REQ'D (TYP.) \ \ \ \ ` ✓ PROP. 30" CURB AND GUTTER (7") REQ'D (TYP.) 5' CURI 755 754 753 752 751 755 -3. 754 753 752 751 750 755 754 753 752 751 750 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+16 755 754 753 752 751 750 B TAPER REQ'D (TYP) oo o EX. NORTH B.O.W. PROFILE PROP. NORTH TOC PROFILE PROP. NORTH FL PROFILE •3 p0p� "" w N '^ 4" CURB REQ'D 4 �� STA 22+00 TO �'- J STA 22+53.49 AD -- .— _.... _._.._.; _.....___.._._ .�._.._.----.._..—_. . _._..__._ ____..__-..._.- ----- __........._.._.......__._._-..__--_..... i INLET CURB BOX 4" CURB REQ'D ALONG RADIUS-- 755 754 753 752 751 750 50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+16 i 9% PROP. CL PROFILE o, v N -3......-.__.._-___....._._..,F....n_._____......._...__......_._>--..._...-.-.---._...._..........._......_._.... __..——._...__........._._.........__.__—..---_..._--..............----_.---- - ---- .__. o....-._ _. Sao + U _h — „ EX. CL PROFILE „ v J Q N___-- -- ..... _.......... _ ----_-_----_-- - _ 755 754 753 752 751 750 21+50 22+00 REQ'D cc e *�u @STA22+58.49 J+uu C4+UU �Y eJ* u cj+16 TO STA 22+94.60 ALONG RADIUS BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION ELEV. DESIGN DATE OCTOBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 SURVEYOR CR ARTHUR AVE DESIGN ENGINEER SD STA 21+50 TO BAUMAN ST CITY OF OSHKOSH, WISCONSIN JMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o ACITY CONTRACT 23-08 SHEET 07 OF 45 EX. SOUTH B.O.W. PROFILE PROP, SOUTH FL PROFILE w � PROP. SOUTH TOC PROFILE - - _---- ----- -- - 6" CURB REQ'D @STA 22+53.49. 5' CURB TAPER 4" rl IRR RGn'n /JJ 752 751 750 749 91 755 754 753 752 751 750 753 752 751 750 749 753 752 751 750 749 00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 EX. CL PROFILE 4 (UT& — 1" DOWEL BARS FULL DEPTH C-CTREQ'D TYP. 'i ----------------------------------- k (TYP.) ---- -�. -- ' __________ =a I I ! PROP. 7" CONC. PAV'T H.E.S. W/ 5" C.A.B-C. ;; REQ'D. BID ITEM 91303 TIE-IN PAVING (WP.) LI - = I V' I,f SAWCUT REQ'(TYP.) iS "CURB RB i I _ DISTAN CE FROM MaALONG RADIUS P) POWERPROP 2GRAVEL SHOULDER 751.22- 1 D OF a' B.A.D.) (TYP.) I SIDEWALK TIE BARS �hp9 )• ' t �so E T . _... T. E (4 r EX. ASPHALT ROADWAY EQ (TYP.) .� (: � . G� ,C. 7 �' of /\....i p .k R j i " CROWN LINE (IYP.) / POLE R 'D B.0 CRO 6 -F : R o9s 51i 13 ^yp6p 7 l 14� <j1 \"`•.) n ( / +67.70 e 00,34 r )s SAWCUT REQ'D (I YP) ys' ;_ A`?P :'AV' 715 PROP. 4" ASP. PAVT LT W/ 10" CA.B.C, hp9p 7 .95 \ "t7. "^"•S' ,��/ - - 7 .84 Aso 91+00 ? _ _ _ BID ITEM # 1906 MAINLINE PAVING (TYP.) ---�--so - 92 00 �s 3 9 00 e 9 0 o 751.21 \\PROP 4" ASP TRANSITION 751.2619 2 751.\ \ �s PROP. 4" ASP. PAV'T LT W/ LT W/ 10" C.A.B.C. BID ITEM 751.39 A.B.C. BID ITEM # 1906 (TYP.) 750.4� #1911 (TYP.) 1 750.56 k 10' C _...__.... .............................� s, .......-- �__�7 ._, .......-�_ •_ �s ry .. .: ' Asa \ _1 _.......... -- -... _ --- - - -- +�._........- _......_._...._ - -.._..-.............. - .. - ....._......_...._.. ._..- _... - 15' R + , 15' Rom-- << 1 F\®750.32 p0 +31.16 +68.53 i �s h t2Q.93 EX. PROPERTY IRON (TYP. W 15' R p, APPROX. ass �h°p i a / `�� -VACATED ,4,iHT-❑ -WAY +20.54? .e I�oo f �`- / c @ 2'X5' D.W.F. REQ'D (TYP.) ---- Il `? ^ PROP. 30" CURB I `� LIMITS (TYP.) j E<. :'S? PAIL_ ----� _.'.-- - �� 15 ---. R.O.W. LINE (TYP.) — _ POWER POLE IN _ k AND GUTTER VACATED R.O.W. I 7" REQ'D TYP. I 1 REMOVE TREE ( ) ( ) r^ 800 (LD.) (TYP.) 1 - ` '�� i Y PROP. 7" CONC. `;,� I PROP. 4" CONC SW REQ'D 6" I ( PAV'T W/ f ■ N l� j THICKNESS THRU DWY'S REQ'D (TYP.) ( /t'. ■ 5" C.A.B.C. 9 REQ'D. BID ITEM _ W - v ^ #1301 MAINLINE QPAVING (TYP.) �EX. WEST B.O.W.PROFILE 755 754 753 752 751 750 749 00 91+50 92+00 92+50 93+00 93+50 94+00 94+SU 95+00 95+50 B.O.W. PROFILE �--� 753 752 751 750 749 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ASPHALT PATCHWORK BAUMAN STREET FROM STA. 91+00 TO STA. 95+50 NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 SURVEYOR CR DESIGN ENGINEER JWF CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° 20 40 CITY CONTRACT 23-08 SHEET 08 OF 45 c" c: 0 753 752 751 750 749 H.-'i. Coll, lz NOTE: WlrZ,FROP.7'CONC. CONTRACTOR SHALL BE i 0 BAUMA�[S-TPAV7 Wl 5"CA.B.C. _ff -- - - - - - - - - - -- EXPANSION JOINT - Lu REQ'D. BID ITEM REQ'D (TYP.) RESPONSIBLE FOR REMOVING l� #1301 MAINLINE j LU PAVING (TYP.) AND RE -SETTING EXISTING STYLE POWER POLE IN >E > PROP. ROADWAY POWER POLE IN PAVER RURAL TYPE MAILBOXES CLEAR ZONE PROP. 7'CONC. PAVr H.E.S. Wl 5'C.A.B.C. SPECIFIED IN STANDARD 12" CURB REQ'D SPECIFICATION 100.64. ALONG RADIUS (TYP.) EX. RURAL TYPE E EX M RELOCATED MAILBOXES SHALL TYP.) 2'F-F F901 I REQ'D. BID ITEM 91303 TIE-IN PAVING 41V MAILBOX (TYP.) SAWCUT REQ'D (TYP) 15'R •SIDEWALK TIE BARS DISTANCE FROM EX. ASPHALT PROP. 2'GRAVEL SHOULDER R D (TYP.) O.0 . (Typ) ROADWAY + 1 (12 REQ'D TO B.O.C. (TYP.) BE COORDINATED WITH THE LINE (TYP.) CROWN REO'D (4" OF T'B.A.D.) (TYP.) 4 1 16,R P.P. ..... . . . ......... . ......... . �p . . . ...... . . . . . . ........ LOCAL POST MASTER. ALL COSTS . . . . . . . . . . sP . . . . ....... ASSOCIATED WITH THIS WORK N- .5' -7:v- ARE INCIDENTAL TO THE •'75d.86 59 --749-- 751.1 7 749.78 . .......... . _____749.53 .28 751 PROP. 7"CONC. PAV'T W1 5" PROJECT. 751 49\ R E - - BID ITEM #1301 PROP. 4 ASP., TLT 0 A P i A,' T C.A.B.C. BID ITE # I P. I4 41A G \ 0__MAINUNEPAVING4TYR4-- ----- 9 $U0 751.80 751.70 7 751.76 \ PROP, 4* ASP. TRANSITION LT W/ I 751.39 751.54 1 (TYP.) EX. A,,P. PAVT 10 CA.B.C. BID ITEM #191 - - - - ------- . . .......... ... . ... . . .... 751.0 - 749.16 750.96 50.79, 750.64 750.28 750.07 749.46 749.31 749.25 SAWCUT REQ'D (TYP.) .69 - PROP. PARKING BAY 7"CONG.PAV'TH.E.S.- B.O- b :9 �74�p -C� Wl 5"G.A.B.C. REQ'D."BID ITEM #1303 � J 98+57.15/ 165RT 1 749.68, . . . ............. RT_ _7495 .�3 o C VAC.'ATEP It, VACATED RIGHT-OF-WAY 2X5'D.W.F. B. 0 98�+68`24/ B.O.C.99+85.69/y R.O.W. LINE (TYP.) 7 REQ'D (TYP.) 34.5'RT 34.5'RT /Ay 7 0 APPROX. TURF RESTORATION 904 1000 EX. PROPERTY y PROVIDE MOUNTABLE CURB NOSE @ LIMITS (TYP.) IRON (TYP.) NORTHWEST CORNER OF PARKING PROP. 4" CONC SW REQ'D. BAY. COSTS SHALL BE INCLUDED IN 6" THICKNESS THRU PROP. 6" CONC. DWY 7" CONC. PAVT H.E.S. BID ITEM #1303. DWY'S REQ'D (TYP.) APRON REQ'D (TYP.) PROP. 6: GRAVEL DWY REQ'D (TYP.) GRADING LIMITS WILL EXTEND REMOVE & SALVAGE EX. GUARDRAIL. COSTS e R TO EX. CHAIN LINK FENCE. SHALL BE INCIDENTAL TO THE PROJECT. ci 1 6 .... ..... . _lt . .... . . ...... - - - - -__- - - - ------- n . .. . .............. C u -i n. LL I III 0 PROP WEST TOC PROFILE . . . .............. - - ------ ....... .... . ................. EX. WEST B_ .O.W. PROFILE PROVIDE TTAPER FROM 6" CURB HEAD -1.223% PROP. WEST FL PROFILE TO FLOWLINE @ END OF C&G SECTION 95+50 96+00 96+50 97+00 97+50 755 754 753 752 751 750 749 753 752 751 750 749 98+00 9B+50 99+00 99+50 100+00 95+50 96+00 96+50 c; 176 97+00 97+50 98+00 98+50 T 11 - 753 752 751 750 749 755 754 753 752 751 750 749 99+00 99+50 100+00 dO 11 0 . . . .......... ------ . . ........... ........ .............O tD. ....... . ... . .................. . ...... . .. PROFILE PROP. EAST TOC PROFILE 4" CURB HEAD REQ'DFROM STA 97+70.14 TO STA 100+84.66 1.5" DWY LIP REQ'D FROM STA 8+57.73 TO 9'py I PROP. EAST FL PROFILE STA 99+74.02 FOR PARKING BAY IMP OUT 753 752 751 750 749 95+50 96+00 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING STATION DESCRIPTION ELEV.DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 MAN STREET SURVEYOR S CR DESIGN ENGINEER JWF FROM STA. 95+50 TO STA. 100+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 40 SCALE IN FEET: CITY CONTRACT 23-08 SHEET 9 OF 45 BAU MAN ST, r l A / PROP. 2' GRAVEL SHOULDER J �� n 748.93 i , REQ'D (4" OF n" B.A.D.) (TYP.) Ci PROP.30" if 1 CURB AND � 749.55 � SAWCUT REQ'D (TYP.) GUTTER (7") I / EX. PROPERTY IRON (TYP.) REQ'D (TYP.) j L 748.83 ._7, 748.86 y �1 KTIE BARS REQ'D (TYPJ SIDEWAL 12" CURB REQ'D - ' _ � !�; � • ,' 15' R � PROP. ASPHALT TRANSITION _- _ _-. - _ _ 1-- ALONG RADIUS (TYP.) ` %r +64.74.-/ --( CROWN LINE SAWCUT REQ'D (TYP.) _ "� - F•/ 749 28 �� 20' R ------ EXTEND ASPHALT ROADWAY OFF _ +46.55 +65..65 X 'y749.01 ,� ° • ��li OF EXISTING EDGE OF PAVEMENT. -""` f 749 749,99 MATCH EXISTING CROSS SLOPE. 103+00 749.23 ��I;,°6 749.57 \� ^ � 749.86 749.56 749.52 ' 749.24 "."--�, o � �® 49.16 _� '•-.748.96 1 , \ \ , ... � .. .. .. L ..... P�.,nu TRANSITION / `.. EX. A::''r. <'ir.%_. + 6 0 - +0 - � " r � �', STA 103+46.55 i 749. „ - ITI NLTWI + 1 pSP.TANS PJ 74861 `,:, "'" f<. < - • - _ _ - .P.1.101+02.19 0 PRC"BIDITEM #191 CAjE 746 OP. RIGHT % c.A.6 \\\N\ V A F � i 2'XV D.W.F. REQ'D (TYP.) 749 13 REMOVE & SALVAGE EX. ^GUARDRAIL. COST SHALL BE INCIDENTAL TO THE PROJECT.. GRADING LIMITS WILL EXTEND ' POWER POLE INS TO EX. CHAIN LINK FENCE. PROP. PAVEMENT REPLACE DISTURBED MATERIAL IN y KIND. COST SHALL BE INCLUDED IN SEE THE'VAN BUREN PAVING' TURF RESTORATION BID ITEM (#1370). SHEET FOR RESTORATION f / DETAILS BETWEEN BAUMAN STREET & THE FOX RIVER. E / r r, 752 751 750 749 748 - - _ !MATCH INTO EXISTING SW�-• SECTION THRU DWY. �- PROP. 2' GRAVEL SHOULDER PROP. 6" CONC. DWY -� REQ'D (4" OF B.A.D.) (TYP.) APRON REQ'D (TYP.) / UTILITY FED WITHIN SIDEWALK , CONSTRUCTION ZONE -SIDEWALKTIE R.O.W. LINE (TYP.) r/ BARS REQ'D (TYP.) PROP. 4" CONC SW REQ'D 1010 6" THICKNESS THRU DWYS REQ'D (TYP.) APPROX. TURF RESTORATION LIMITS (TYP.) ro, 752 751 750 749 748 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 752 751 750 749 748 747 •cy� N �� ... +__.—.._.__.._..._..-_..._............_..._..___.__-_— _-.—.............._..._.._.....T.nj. __...._....-__ O .._._...._.__fp N ...... �. m _O) ____....._...._..._.... ..... ..___._-__-__—______-..__..._ � PROP. WESTTOC PROFILE PROP. WEST FL PROFILE �0:7 - - EX. WEST B.O.W. PROFILE PROVIDE 5' TAPER FROM 6" CURB HEAD TO AFTER STA 100+65.65 WEST FLOWLINE PROFILE TO 4" CURB HEAD BEGINNING @ STA 100+20.00 FOLLOW PROP. EDGE OF ASPHALT PAVEMENT. o I o m o m u PROP. CL PROFILE ¢ II t¢- 0 ¢ u c) EX. CL PROFILE I n EX. CL PROFILE 1 259°/ 0.733% -0.478% .. .._ - ---- L - - --- - —' - - — - - - - -- - - --- AFTER STA 100+65.65 CL PROFILE TO FOLLOW PROP. CROW LINE OF ASPHALT TRANSITION. 100+00 100+50 751 750 749 748 747 752 751 750 749 748 747 101+00 �) 101+50 102+00 102+50 103+00 103+50 o �. r o D ± N O o T PROP. EAST TOC PROFILE ¢ LL II II n �- PROP. EAST FL PROFILE - EX. EAST B.O.W. PROFILE PROVIDE T TAPER FROM 4" CURB HEAD I ( -�---�--��--�� TO FLOWLINE @ END OF C&G SECTION.AFTER STA 100+65.65 WEST FLOWLINE PROFILE TO .......—.__........_._...._._____...___..._..---....I'--__._..- -------_..___... FOLLOW PROP. EDGE OF ASPHALT PAVEMENT. i 100+00 100+50 101+00 101+50 102+00 102+50 751 750 749 748 747 103+00 103+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 BADMAN STREET SURVEYOR CR DESIGN ENGINEER JWF FROM STA. 100+00 TO STA. 103+50 20 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 CITY CONTRACT 23-08 SHEET 10 OF 45 0 SAWCUT REQ'D V (TYP.) I . I ca cn { AV'T H. PROP. 7" CONC. P ES.W/ -• iy 5" C.A.B.C. REQ'D. BID ITEM #1303 TIE-IN PAVING (TYP.) � , _ " I 15' R, i °1P . 61 00 +52 18:' '+63'.07:0 I 751.23. r ® FULL DEPTH SAWCUT & - 1-- y �ho9o/ 1" DOWEL BARS @ 15" \'� {! • 15' R 750.95 -------- -- GC REQ'D (TYP.) 'r \i1(74.10 I 751.3 SIDEWALK'D TY REQ'D 750.9E 1 i REQ'D (TYP.) PROP. 4" ASP. PAV'T LT W/ 10" C.A.B.C. BID ITEM #1906 MAINLINE PAVING (TYP.) 752 751 750 749 748 60 752 751 750 749 748 747 NOTE: COOLI DGE "E. CONTRACTOR SHALL BE PROP. 4" ASP. TRANSITION LTW/10'C.A.B.C.BID ITEM RESPONSIBLE FOR REMOVING #1911 (TYP) SIDEWALK TIE BARS EX, FENCE TO BE REMOVED, SALVAGED, REQ'D (TYP.) ANDREPLACED.COSTSHALLBE AND RE —SETTING EXISTING i IRON (TYP.)EX. PROPERTM STMAPjUTREQ'D INCIDENTAL TO THE PROJECT. RURAL STYLE MAILBOXES AS PROP. SLOPE { DESCRIBED IN STANDARD INTERCEPT LIMITS TO L... PROP. 6"SIDEWALK SECTION , , BACK OF SPECIFICATION 100.64. REQ'D (TYP.) THRU DWY REQ'D (TYP.) `0i,' . RELOCATED MAILBOXES SHALL PROP. SLOPE INTERCEPT t 15'R POWER POLE IN a : e : / LIMITS@EX. FENCE _ BE COORDINATED WITH THE +28_30_ _ PAVER CLEAR ZONE., f �'-�_ s +.. --- ...--- ' ®--'' x- _ _.mac.— �---F- z _z. T"F LOCAL POST MASTER ALL COSTS e ASSOCIATED WITH THIS WORK o.4' SHALL BE INCIDENTAL TO THE 750.00, 749.88 —► 749.54 Y 749.19 749.06 748.85 PROP. 7" GONG. AV'T W/ 21 748.53 748. / -- O 5"C:A:B-.c'REQ•D.-BID-ITEM— — PROJECT. R LL GB #1301 MAINLINE PAVING (TYP.) 65+00 22 +68. 63 00 23 64 00 /750.32 750.18 749.78 749.37 749.22 749.04 748.77 748.49 ® t7.:`.SF. PHy'7 748.11 ti 75 0--749.82 —�--749.30 748.77--74858—--748.47 --=s—748.29 0 -- _ L i 1 31.42 1 1 DISTANCE FROM POWER �S POLE TO B.O.C. (TYP.) 1 s • _ _ �-ir- t _T _ I 4...i 12" CURB HEAD REQ'D x,-� /i < 1 PROP. 6" CONC. DWY I ALONG RADIUS (TYP-); ��' • �` • •, APRON REQ'D (TYP.) REMOVE TREE 1 _-� I i PROP. 6" H.E.S. CONC. - t (I.D.) (TYP.) PROP. 30"CURB AND DAY TIE-IN REQ'D (TYP.) �\ i� " i GUTTER (7") REQ'D ) f /� R.O.W. LINE (TYP.) (TYP.) i Q S 752 751 750 749 748 '00 752 751 750 749 748 747 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 752 751 750 749 748 N N + O I LL of PROP, NORTH TOG PROFILE .......... ._._._............. _ _.._...__.—......_—_....__.__. _—. .__ .—..._....._—.__ ___.___..........._........__.__.._._.._........_........—__---—_--._n...h _ _._...—......._.--....__._— .__.............__._. LL PROP. NORTH FL PROFILE i 0. 96 - ---- - -O.646 - T BEGIN 4" CURB HEAD @ E.O.R n END 4" CURB HEAD @ STA 64+70,00. `O TRANSITION TO 6" CURB HEAD IN 5'. D � n n PROP. SOUTH TOG PROFILE _ /-PROP. SOUTH FL PROFILE 752 751 750 749 748 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING COOLIDGE AVENUE FROM BAUMAN STREET TO STA. 65+00 NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 SURVEYOR - CR DESIGN ENGINEER JWF CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: CITY CONTRACT 23-08 SHEET 11 OF 45 751 750 749 748 747 \ NOTE: COOLIDGE "E. \ CONTRACTOR SHALL BE RESPONSIBLE FOR DO NOT DISTURB EXISTING REMOVING AND RE -SETTING EXISTING RURAL TREES OUTSIDE OF THE STYLE MAILBOXES AS DESCRIBED IN STANDARD GRADE FROM BACK -OF -CURB RIGHT-OF-WAY LIMITS. \ TO EX. RETAININGWALUSTONE SPECIFICATION 100.64. RELOCATED MAILBOXES EDGING ALONG RIVER'S EDGE. EX. FENCE TO BE REMOVED, SALVAGED, \ AND REPLACED. COST SHALL BE SHALL BE COORDINATED WITH THE LOCAL POST R.O.W. LINE (TYP.) INCIDENTAL TO THE PROJECT. `\ MASTER. ALL COSTS ASSOCIATED WITH THIS - - REMOVE TREE(LD.)(TYP.) WORK SHALL BE INCIDENTAL TO THE PROJECT. ��• y Amp r ,�> �, REMOVE, AND SALVAGE EX. S GUARDRAIL. COST IS 7} — _ _ _— = INCIDENTAL TO PROJECT., RIVER'S EDGE. --•=r,`�=x —� 747.98 748.02 '~- 748:18 748.26 ° -7` 0 � ., EX. ASP. PP.V'T G +53.48 ,.°�. s J ' 65+00 +3oll 5 29 ` °- +2 ts5 a w, • .24' R ... a •v 67+00= • .y \, 68 66 00 `.,L 748.30 748.34 PROP. 7" CONC. PAV'T W/ 748.50 m 748 $8 e n 749.29 749 05 748.49 5" C.A.B.C. REO'D. BID ITEM I ' _ 748.11 ° #1301 MAINLINE PAVING (TYP.) r 24__- - —-�747.98�746.02 __.I--F----748.18--748.26 a rj ® -18° 24'- ! �. y \\ e -. e • y 92 {° ' ® y 6 5' l� •°748.81. �1r� - �., v <l EX. DECORATIVE FENCE TO APPROX. TURF RESTORATION BE REMOVED &SALVAGED e ' + _........... '- LIMITS (TYP) • �' FOR P.O. COST SHALL BE I c0h! ... _....... Lt t - INCIDEN TAL NTAL TO THE PROJECT. I it SAWCUT REQ'D (TYP.) ( � 897 F 895 SIDEWALK TIE BARS REQ'D (TYP.) APRON 6" REQ'COND (DWY APRON REQ'D (TYP.) PROP. 6" H.E.S. CONC. DWY TIE-IN REQ'D (TYP.) DISTANCE FROM POWER POLE TO B.O.C. (TYP.) PROP. 6" SIDEWALK SECTION / THRU DWY REQ'D (TYP.) L STYLE MAILBOX. n ......._._......__.........-.-....--___...._._.........._._.-. ---'afl- -� ....... rt -n .--- ----------. --- -_____________.__..-._._------- MII PROP. NORTH TOC PROFILE N LL I I NLL h PROP. NORTH FL PROFILE 20 0.303 % 2.121% .... _......... . _._... — t i 65+00 65+50 66+00 66+50 67+00 752 751 750 749 748 747 6 /+50 68- 751 750 749 748 747 752 751 750 749 748 747 65+00 65+50 66+00 66+50 67+00 67+50 68+00 751 750 749 748 747 � I N � j + N N I n z`Do a I I_...... cu _m.- ..'n... _i.-.._..._.... _.._�_.._ I � h o I1 II EX. CL PROFILE N v PROP. CL PROFILE = 7000% 38°/" i W n N N + + O O tD PROP. SOUTH TO PROFILE�+- LL Q II I (n LL PROP. SOUTH FL PROFILE 2121% _-__ -------- ...... ..... .._........ 0.303 Y. 751 750 749 748 747 65+00 65+50 66+00 66+50 67+00 67+50 68+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING N0. STATION DESCRIPTION I ELEV. DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 COOLIDGE AVENUE SURVEYOR CR DESIGN ENGINEER I JWF FROM STA. 65+00 TO THE FOX RIVER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 12 OF 45 T 0) U 0 0 0 0 0 F REMOVE AND REPLACE EX. I CONC. STEP (TYP.) ;lI u Ij R EMOVE, AND RESET STONE PAVERS. COST SHALL BE INCLUDED IN TURF I RESTORATION BID ITEM (#1370). _ -UT - -' SAWCUT REQ'D:� �o_ I : 1 PROP. 8" CONC. PAV'T H.E.S. W/ ji j REMOVETREE 6" C.A.B.C. REQ'D. BID ITEM (LD.) (TYP.) PNvEIRS #1313 TIE-IN PAVING (TYP.) -�(0 _ ^755.72 75 .01 .C'� � SIP •. iTLI f•3z'3'.®.'la •.755.93�'`� 9C`� 75t5.UI3 1 -756.22 HP -...__! 756.47'' a +25.00 .. P `.'' i .' Q9 . . f } e+5 .10 33+00 END TAPER _ .•L.<' 1756.40 756.61 756.47 •,'� I •' E�' • ' �� • ` TAKI�EER PRQP F ALIGNMENT 756.53 d 75 .§5 . 'Y6MATCHEkPAV'1" (TYPj, ie 756.14 a' - - -----.._.....756.27:..--......._._._.__..._......_ I 756.02 I 756.47 756.35 756.70 I I a756.44' 1 - C 0.4' g"rll; - 0-7 -- - •. 4 1 " DOWEL BARS REQ'D ' t'-. • i - - - - - = - ` '-' - 4-^� BEGIN FLTAPER i _ FULL DEPTH ' DISTANCE FROM, AT STA. 33+25 SAWCUT REQ'D W EX. POWER POLE ` _ ( I TO B.O.C. (TYP.) APPROX. TURF RESTORATION j{'� SIDEWALK TIE BARS ( LIMITS (TYP.) - !.... _..... RI 758 757 756 755 754 31- 758 757 756 755 754 753 31 TYLER "E.! ! I PRODWYREQ'D(TYPJ NOTE: ALL POWER POLES ON SOUTH SIDE OF 1,32 PROP. 6"CONIC.DWY APRON REQ'D (TYP.) ' ROADWAY FROM N I PROP. SW CURB SAWCUT REQ'D I SIDEWALK TIE SAWYER STREET TO REQ'D (TYP.) (TYP•) , BARSREQ'D(TYP.) , BAUMAN STREET ARE IN „ao t,36 REMOVEAND REPLACE „26 ( „22 t1t6 EX.CONC.LANDING THE PAVING CLEAR ) a � �cori ZONE. ...f ,•:� C,3 'I� ,.. \,�J �.' ? A• I, o;t ,,,; CIO t0�4 a ,off- POWER POLES FROM •. e. a STEP a ... j (; 0 ®._ .... .e STA 34+50 TO BAUMAN 12 �r �--::. �:._. -:.:_.. 24" ' 18" STREET ARE IN - 755.87 r--755.73._-...._....755.57. --755.26 --.._. . 754.89 L< C<,a,:; PROPOSED PAVEMENT. GB 34 00 +25.00 35 00 1y.iv' LP +60.00 36 00 HP +50 756.19 755.89 756.58 PROP. 7" CONC. PAV'T W/ 755.21 755.33 755.48 756.05 5" C.A.B.C. REQ'D. BID ITEM e #1301 MAINLINE PAVING TYP.) ( ................._ 755.87-_....._._755.73.-=--_._._755.57_-::::::::::-::::::: _�......_-..._........................_754:89.-..__...t.-= -- 755.01-.___. ..... ........_...-- ---- • e J a R.O.W. LINE (TYP.) ASP PROP. 4" CONC. DO NOT DISTURB EX. FENCE REMOVE EX. SIDEWALK. PROP.7 4" PAVED TERRACE PROP. 4" ASP. SURFACE LT CONC. THICKNESS Wl6" C.A.B.C. BID ITEM THRU DWYS HRU YS REQ'D (TYP.) #1916 (TYP.) ROOSEVELT ELEMENTARY SCHOOL REAR PARKING 0 0 o -- -- 4 y ��_. Q' -n ------ - c9 -�-------- EX. NORTH B.O.W. PROFILE I PROP. NORTH TO' PROFILE o ---�- + m- u .._....._.__...-----._..__....------... .............. ..._._...._..._._.._---._.__._.._.----'.. PROP. NORTH FL PROFILE .... _. _._...___......._ ....LLn FII- cn--+�. -FILE - 0.312% -0560% j ).300% I - I I --- 4 F50 3 2+ 00-3 -2 +fIiI 5 0 N , 3 3+ 0 0 - - 3 3 +II 5 0 34 +00 3 4 +i: S U _ 35 + 00 35+(I 5U omF n n .- 36+_0.0...- -- ...........-...-....... ...-.- --._- ._UO�.. . - - -3 6- ----..._._._--..._...--........ _.__._............... ._..._.... _ _...._.--------' U U it+EX. CL PROFILE ui ROF-6 14°°PROP.CLP ................... _..... ---------........... -......... -- _. ........ 33+50 34+50 35+50 +50 32+00 32+50 33+00 36+00 36 758 757 756 755 54 - 58 77 76 75 74 578 77 76 75 74 73 5 5 5 5 5 5 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 TYLER AVENUE SURVEYOR CR DESIGN ENGINEER JWF FROM N. SAWYER ST. TO STA. 36+50 CITY OF OSHKOSH, WISCONSIN JAMES RAGE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4o CITY CONTRACT 23-08 SHEET 13 OF 45 757 756 755 754 753 SAWCUT REQ'D (TYP.) }, i I PROP. 30" CURB AND GUTTER (7") REQ'D (TYP.) i I REMOVE AND REPLACE EX. CONC. LANDING REMOVE AND REPLACE EX. (TYP.) SAWCUT CONC. STEP (TYP.) REQ'D (TYP.) ` 755.45 1112 1106 �r !CON. I 1102 „° ccr! ( I CutJ . y' 6 L ._ i ! . 1 �_... ,O,y _16jt.� 32' F-F i Sy a 1 i PROP. 4" ASP. TRANSITION LT W/ TY L E R "E 10" C.A.B.C. BID ITEM #1911 (TYP-) 5' LF OF 30" C&G (7") REQ'D 2' CURB I PROP. 6 PROP. 4" TAPER (TYP.) CONC. DWY REQ'D (TYP.) SIDEWALK TIE-IN "1 12"CURB REQ'D I REQ'D (TYP.) PROP. 6" CONC. DWY 1 j i ALONG RADIUS (TYP.) APRON REQ'D (TYP.) 1056 I 1054 I 1046 1042 2'X5' D.W.F. REQ'D (TYP.) ! hl d . g � a Ll 755.01-----_ -- � 754.86='=*- 754.70--- 7 .65 754.97 32--754.18- - 753.75-=� 753.31 755.16 �� 0 OEOR CL O FORU "tr. CUi•IC. +50 37t00 LLL'_A 38 00 +17.87P +5110 GB +1787 39100 T 40 00 41+00- 756.28 M 755.08 754.88 754.81 754.97 754.64 754.50 754.07 PROP. 7" CONC. PAV'T W/ 753.63 753.20 752.76 755.48 m 5" C.A.B.C. REQ'D. BID ITEM ® ® A #1301 MAINLINE PAVING (TYP.) 757 e _755A6 .. .---- 755.01_-- _.._- - 75486---.0._.......__' -754.707- �...I---x =15Y't +20.54 , • ' a REMOVE TREES IZ (I.D) (TYP.) I i n DO NOT DISTURB EX. FENCE APPROX. TURF RESTORATION LIMITS (TYP.) REMOVE EX. SIDEWALK. PROP. 4" �. CONIC. SIDEWALK- 6" THICKNESS THRU DWYS REQ'D (TYP.) O ! ' ROOSEVELT ELEMENTARY SCHOOL ' y ----- 754.32=754.18_._.. _- 753.75 _ ._-._753,31-- - 752.88 - "754.97.- 3 t'y t . ' d( C� d dl , d d CON 754.97 e5 +62 GRAVEL 0. '``° i 1 II 10411055 05�TIEPROP. 6"GRAVEL SIDEWALEX. PROPERTY YP.)754.98 DWY REQ'D (TYP.) BARS REQ'D IRON (TYP.) PROP. T' CONC. PAV'T H.E.S. W/ 5" C.A.B.C. REQ'D. BID ITEM R.O.W. LINE #1303 TIE-IN PAVING (TYP.) PROP. 4" CONC. CARRIAGE (TYP•) WALK REQ'D (TYP.) PROP. 2'WIDE GRAVEL SHOULDER REQ'D (4" OF a' B.A.D.) I I 'I SIDEWALK TIE BARS REQ'D (TYP.) r` � + N o p m EX. NORTH B.O.W. PROFILE _....-_�_ _k.l__ _._....____.......................__._-.______._.756_ _7.cJ7-._--._..._- _.. N" it O J K 11 N m o" w LL w v a `� PROP. NORTH TOC PROFILE 755 756 PROP. NORTH FL PROFILE _ c 754 755- 752 753 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 758 757 756 755 754 753 NOTE: ALL POWER POLES ON SOUTH SIDE OF ROADWAY FROM N SAWYER STREET TO BAUMAN STREET ARE IN THE PAVING CLEAR ZONE. POWER POLES FROM STA 34+50 TO BAUMAN STREET ARE IN PROPOSED PAVEMENT. 756 755 754 753 752 40+50 41+00 o � --- a u +I m v J756 ...757- -- .... --........_............._.... -- _._....__...._._....._._.i it ai n it EX. CL PROFILE 755- 756 - - - - - -0.399 %------- rjj v PROP. CL PROFILE 0 ' - -754.._. -=.ram-..,._...__ -....._ ........................-- 8u% ---._..- ---._.- - -- - j ---- -- - _ 4 _- - - - - 36+50 0 37+00 37+50 N tD 757 756 755 754 753 38+00 38+50 39+00 39+50 40+00 757 756 755 754 753 752 40+50 41+00 � � I m N m M n n 'b ro rr m +...._.... _._._. 756 757......... _.. --- EX. SOUTH B.O.W. PROFILE N w O m p II J it ,? PROP. SOUTH TOC PROFILE W U II n ASS- - -" PROP SOUTH FL PROFILE -0.304% ---- 755.........._.._.._._... _..-.. __.....__......_..-.._..__...___ _....._.._..........._..._..-._..____._ ...-- I � --753 754 753 -0.86i "'--- -- - ------------- 756 755 754 753 752 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING TYLER AVENUE FROM STA. 36+50 TO STA. 41+00 N0. STATION DESCRIPTION ELEV. _.,._.. DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03I2023 SURVEYOR CR DESIGN ENGINEER JWF CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo - CITY CONTRACT 23-08 SHEET 14 OF 45 ! e#. NOTE: TY L E "E PROP.. CO'D. ID IT W/ 5" ' � � ' C.A.B.C.REQ'D.BIDITEM#,301 ALL POWER POLES ON f PROP. 4" CONC. CARRIAGE PROP. 7" CONC. PANT H.E.S. WALK REQ'D (TYP.) I I MAINLINE PAVING (TYP.) W/5"C.A.B.C.REQ'D.BIDITEM �; • ; SOUTH SIDE OF ' I PROP. 6" CONC. DWY #1303 TIE-IN PAVING (TYP.) ROADWAY FROM N APRON REQ'D (TYP.) _:• q; I SIDEWALK TIE I SAWCUT i ( I SAWCUT I N(' SAWYER STREET TO BARSREQ'D(TYP.) REQ'D(TYP.) 1016 ,012A REQ'D(TYP.) I s BAUMAN STREET ARE IN ,o3z ( ,o2a ,oz4 ,ozo ,o,z ( ,00s € i ='vsAS (7 THE PAVING CLEAR REMOVE AND REPPS�lACE EX. ' PROP. 6" H.E.S. CONC. I l: ' CONC. LANDING (lh'P.j a ( EQ'D (TYPJ .�.., i ! 2'X5' D.W.F. ZONE. I 1rS COIN I 6° i REQ'D (TYP.) I DWY R C na: • , ;. � 4- . _ +8 I POWER POLES FROM -- — — a� ati :` a EXPAREIQ'DJOIPT . — d.li .bq STA 34+50 TO BAUMAN _ .... _.._-_. 752.01=. - ——.751.84 — .. .......--751.66_.— . ..........---751.49-- 751.31........ —rr._. -::r.:-:.751.14 ::: -- ._750.96=75091 eh.. s , 750.86'.:. L _ .. l .. STREET ARE IN .44- PROP. 7" CONC. PAV'T W/ t I,., _ , O 5"C.A.B.C.REQ'D.BIDITEM '.Q. I PROPOSED PAVEMENT. GB FOR .. •f; . - 46+00 ' +50�.00 42J00 rE _uLL'- 43 00 #1301 MAINLINE PAVING (TYP.) 44 00 +6 •70 +78.70 • " . 5+*00 •• 752.33 752.16 751.98 0 �`+ 751.81 751.63 751.46 751.28 751.23e 751.18.750.87 752.76 ro CON.(_ , _ I.. PROP. 6" GRAVEL b � DWY D TYP. ._752.44 — — — — ..........._ .. — — ,,,,,,.,751.31..--- 751.14 750.96-750.91 750.86 .. •:f'.=' .:••1L r� R _752.01--_` --. 751.84 .:::. _—=751.66-- -- --�o .__751.49_ ............ _ _ _ - t PROP. 30" CURB AND ......... . s I • • 1 ' t ® CF ' ® �l. � 1• � r.l 1. - - - e'. a �S,'�o. • : ' e GUTTER (7") REQ'D (TYP.) e •' e , � •` � � .•" PROP. 2' WIDE GRAVEL it--------_.._ B. * I SHOULDER RED 'D 4" .r F "BAD.)(TYPJ CL ICON .;tiL I r:J?: CC f I• �..."� I e �� " I 12" CURB REQ'D Nagy`j a 1 ALONG RADIUS (TYP.) 1039 I 1033 I ,023 I ,019 APPROX. TURF RESTORATION PROP. SW CURB PROP. 4"ASP. SURFACE LT EX. PROPERTY SIDEWALK TIE 1 REQ'D (TYP.) W/ 6" C.A.B.C. BID ITEM I IRON (TYP.) LIMITS (TYP.) I ( #1916 (TYPJ I I R.O.W. LINE (TYP. BARS REQ'D (TYP.) r I REMOVE AND REPLACE I I I d ; I EX. CONC, STEP (TYP.) ( _ � Q REMOVE EX. SIDEWALK. PROP. 4" 10° C.A.BPROP. . C. BID ITEM #1911 ASP. TRANSITION LT W/ 3 I I CONC. SIDEWALK-6" THICKNESS (TYP.) THRU DWYS REQ'D (TYP.) ! ;I ij p I rn 755 754 753 752 751 750 41 755 754 753 752 751 750 749 41+00 755 754 753 752 751 750 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 v EX. SOUTH B.O.W. PROFILE o Q n co PROP. SOUTH TOC PROFILE + m I L.... o . �...... PROP. SOUTH FL PROFILE n n F J — -0.350 % — - - — 755 754 753 752 751 750 �00 755 754 753 752 751 750 749 46+00 755 754 753 752 751 750 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING TYLER AVENUE FROM STA. 41+00 TO STA. 46+00 NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 SURVEYOR CS DESIGN ENGINEER JWF CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 20 4o SCALE IN FEET: ° CITY CONTRACT 23-08 SHEET 15 OF 45 REMOVE AND REPLACE DAMAGED FENCE SECTION. \ SEE SPECIAL BID ITEM #1971. EX. RIVERS EDGE. xr JN 47 00' f�, 48 00� K 49 00 REMOVEALLVEGETATION AND �--. -�......__. _.- ..T,s...._..... — TREES WITHIN RESTORATION LIMITS. PAID AS CLEARING &GRUBBING— .� FROM STATIONS 46+66 TO 48+11 \" R.O.W. LINE Ct ? EX. PROPERTY IRON (IYP.) APPROX. TURF RESTORATION LIMITS (TYP.) 751 — - - ---- -------- --- - --- --- -- - 751 750PROFILE — 750 749 749 748 -............ -....... -.... _.._.............. _....................... .......... _.............. .........- ---.._._.._..._..._........--._.....- - - - —-....... .....----...- 748 -- 1 747 ---- - ---- 747 746 746 46+00 46+50 47+00 47+50 48+00 48+50 49+00 BENCH MARKS -USGSNAVD88DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY CONCRETE PAVING NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 SURVEYOR CR _ TYLER AVENUE DESIGN ENGINEER JWF FROM STA. 46+00 TO FOX RIVER o zo 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 16 OF 45 APPROX. TURF RESTORATION c \ LIMITS(TYP.) i `D RIVER'S EDGE REMOVE TREE EX E. � (LD.) (TYP.) _ 73 00 , 48'.' y 74t00 � — \ 0 a , 1 ' ' REMOVE DENSE VEGETATION & TREES UP TO THE RIVER EDGE. PAID AS CLEARING & ! GRUBBING FROM STATIONS 73+89 TO 74+02. i m to 751 750 749 748 747 746 72+00 72+50 73+00 73+50 751 750 749 748 747 746 74+00 BENCH MARKS —USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY RESTORATION NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 VAN BUREN AVENUE SURVEYOR CR DESIGN ENGINEER JWF FROM BAUMAN ST. TO FOX RIVER 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 17 OF 45 a e ° MOM �o3i � i BAUMAN ST., 1 P� °'1 e e L _ —._._.__'----_ .............. _—_......_.._...........__--.._............_._................_...... I .... .. L �. ° ° e PAV'T MARKINGS EPDXY 4-INCH O U- (WHITE) DIAGONAL LINES TO BE T C-C °R p LL 99 00 100+00 M PAV'T MARKINGS EPDXY O , 4-INCH (WHITE) o— ---..........___. ........ -� 'l p e � L !� e i i�. L ,`. :t ° p e. ° p e o p e v L_ . ELA _ T L'IF_ - YL K C�T<E - �< 1< _ L L �. LL —%_-7C--X—— � I 1000 PAV'T MARKINGS EPDXY HANDICAPPED SYMBOL (WHITE) .. ;. xi L V I' x i BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STRIPING PLAN STRIPING BAUMAN STREET N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 DESIGN ENGINEER CR DESIGN ENGINEER JWF 1000 BAUMAN STREET CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 18 OF 45 t t ! -_I - - - - - - - - - - - - - - - - - - - -I I I : -- B3' ARTHUR AV ENUE VENUE R I I 6 1" COPPER ! ;', t ,:•,�` ' - -'1 o I 1142 +� I 1136 +J I S.C. 2+74.0 (TV) 1" COPPER I ! . - : I 6� 5 �..� 0.0' cn 1 ti J� M I a _ _____ _ _ GA9 ) I LINE- '` Q" 157.0 L,F. 15" STO. @ 0.10% - - A31 r E c) A•5 I 00 ! € ;:,.:-12 001... _.._.. 3 00 14 0 n O 388.3 L.F. 8" SAN. 10 i TP-1 PROP. 8" WM RE'. i 0.1 1 COPPER ! S.C. 0+13.5 (TV)i._=._..:� !'' - -_ -- -- - - - - - - -- - - i - - - - IP P _ f G ;f�i j ( c AL tiles � I I ! 6 0' t 60.0' Q�>" BM 02 tr= 0 50.0, o ' z 100.0' '-� 754.90 a 1" COP PER --� I y \ 1143 N\ 1135 S C 0+50 0 (-Y'-) 1147 .I + M+ I "� I I - t a F J'� s I --I - (3 I W N I N i _ I 1" COPPER + ! t t o 12+00 12+50 13+00 13+50 14+00 14+50 15+00 756 755 754 753 752 751 750 749 748 747 746 745 744 743 742 741 bp iiily�i"W 70 DEPTi t I i I m o 1122 1116 �s N 50.0' On I 50.0' n o 1 1331.5 L.F. 18" STO. 0 I i 1112 mo I Si 1 006 +J J + C, V 50.0' ind.n n 6 50.0' , t , MDPROP. 8" WM RELAY I D-5 V-28 -..- .._..... ---. - ....... _ .. -............._.. --- - V-25 G t�t G _- '1 t G , G G 01 50.0' j� I 50-.bt QQ'j I 50.0, 50.0, �Q'j 1 50.0' 1127 aM 1 1123 ( 1117 N 1 1113w 1 1109 - (n I to I to I N I I I I t t t t STORM MH (4' DIA) A-31 STA. 14+85.00, 9.0' LT (4' DIA) A•30 RIM=754.67 ), 9.0' LT 15"(M=748.62 -- ......... ......._.._... ... .......t8"lE)=748.62 DEPTH=5.30' i 157.0 L.F. 15" STO. @ 0.10% 331.5 L.F. 18" STO Ld - PREP• f 15+50 16+00 WATER MAIN FITTING SCHEDULE 756 V-25 = Valve STA= 15+38.6, 10.0' RT V-25 = 6" VALVE STA =15+36.0, 12.1' RT li = HYDRANT STA: 15+36.0, 23.0' RT 755 TIM = 12" X8" TAPPING VALVE AND SLEEVE STA =12+20.4, 10.0' RT D•6 = DEFLECT STA=12+90.0, 10.0' RT 754 T-11 = 8" X 6" TEE STA: 15+36.0, 10.0' RT CP-2 = 8" CAP STA =12+20.9, 7.9' LT 753 STA. V W.M. EL. (TOP) 752 12+20.4 (TAPPING SLEEVE) 744.75 12+23.2 (VALVE) 744.75 12+90.0 (DEFLECTION) 744.75 751 15+36.0 (TEE) 748.07 15+38.6 (VALVE) 748.07 750 MAIN CONNECTIONS 749 CO-1 = CONN. PROP. 8" WM TO EX. 12" WM 748 747 746 745 744 743 742 741 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 BENCH MARKS- US S A D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SAN ITARY, STORM, & WATER MAIN ARTHUR AVENUE FROM N. SAWYER ST. TO STA. 16+00 N0. STATION ELEV. ISSUED FOR CONSTRUCTION 03/03/2023 1 12+42 HYDRANT TAGBOLT 1102 N. SAWYER ST. 753.11 2 13+73 PK NAIL ON POWER POLE 1147 ARTHUR AVE. 754.90 DESIGN ENGINEER SANTARYANATER?MWN I DESIGN ENGINEER - STORM: CMC I CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 19 OF 45 + + I F1116] 6 E, -,, I n 01 + + PD-H] oc� I�rn + F 1102 1 'An Vill 50.0, - I 50.0' 51 50.0' Wn vi 50.0' .0 5 �,Oi5� O + 1034 C 5 u LO A-33 0 0 -T -T -T ARTHUR AVENUE II s+F1030 I : ] +F10241 10186 1 F1' PoI4 ,i 50.0 50.q vi, I 50.0' '1 1331.5 L.F. 8" STO. 0 0.1 P-7 P-8 A. (ED T 16+01 174 1 359.6L.F.8"SAN.@0.50%I8+()O S., I-- IP P-1 i P-113 1PROP. 8" WM RELAY ImV A PROP. 8" WM RELAY (5--s) V- (ED `16 PROP. 8" WM RELAYPROP. all P-10 V-17 . ................. . . ........... . . ... ....................... A . . . ...... . .. G- G- G G G ........ . .. . -\A 6 -,RAP -J AOD - IptP T I -"�---p50 A, ID -c - �- 73 564 50.0' 50.0' 50.0' 50.0' V 50.0' 50.0' K2: 50.0' 3� F 1-1 F, 1 oq%nA+ F1 103 1 uj 037 F 1 F'03' zts� Fi-i, F, LINE 10 1105 ] (3 d U ci (3 uj 13 c3 (3 vi vi vi oi vi vi vi vi vi vi + ui C3 STORM MH IN DIA) A-33 STORM MH (4- DIA) A-35 STA. 18+41.23, 38.0'LT STA. 18+42.69, 34.9' RT 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 RIM=754.71 24-(S)=747.74 RIM=754.96 18-(N)=748.36 755 754 753 752 751 750 749 748 747 746 745 744 743 742 741 740 11. EX. CL PROP. CI - A-2 A-32 A-34 V-16 . ..... . ...... ........... . - - - - - - -------- ........ ... ..... . ....... . . . . ............ . .. ...... .... . ..... .... DIA) 3 STORM MH (WIDIA) A-34 ... . ............ STORM MH (4- DIA) A-36 STA. 18+85.92, 9.0'LT -R[M=754.60 18-(E)=748.34 18-(VV)=748.34 12'(N)=751.39 12-(S)=751.21 DEPTH=5.51' . ....... . .... . . ...... STORM MH (4- DIA) A-32 STA. 18-16.47, 9.0 LT RIM=754.60 .... . . . ............... -18 -("VV)=748.29 - 18'(E)=748.29 12-(N)=751.39 -STA. 18+41.34,9.9 LT T RIM=754.86 18:(E)=748.25 _ I 8 (VV)=748.25 24-(N)=748.00 18'(S)=748.25 -H- DEPI =6.11' I x - - - ------ ------ - x x 2 DEPTH=5.56' x 7 7 7 18" STO ��331.5 L.F. 18" STO. @ 0.10% Z rrz,--7�7 P-7 -8 .......... i ................. . ....... A L.F. 18" STO. @ .10% 71 T ....... . ........ . . . . . ........... M RELA ... . .............. -'-'PROP. 8" .. . . ...... . .. . ......... .... . .... . WM RELAY .......... . -- - -------- . . . .............. . . . ......... . . ...... . .......... ------- . .. . ...... . ...... ....... . . . ........ ...... . . ...... SANITARY MH STA. 16+72.80, RIM=755.34 : 41.65 7 DEPTH=12.94' .. . ...... . .... - - - A-3 O.O'T - ----------- - - -------- 6 L.F. 8" SAN. @ 0.5o% -------- - - SANITARY MH A-2 STA. 20+32.39, Off T RIM=755.63 8-("=739.85 DEPTH=1 5.03'--- X x x X 15-(N)=750.05 12 (E)=751. 0 DEPTH=6.23' I 2-(M=751 ' 58 755 DEPTH=5.85' STORM INLET 1.1 STORM INLET 1-2 STORM INLET 1.3 STA. 18+16.46, 16.0' RT STA. 18+16.47,16.0' LT STA. 18+35.69,35.0- RT 754 RIM=754.45 RIM=754.46 RIM=754.65 12'(N)=751.45 12'(S)=751.46 12-(E)=751.65 SUMP=1.50' SUMP=1.50' sump=1.50, 753 DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' STORM INLET 1-4 STORM INLET 1-5 STORM INLET 1-6 752 STA. 18+67.68,34.5'RT STA. 18+85.92,16.0'RT STA. 18,85.92,16.0'LT RIM=754.65 RIM=754.46 RIM=754.46 12"(M=751.65 12'(M=751 , 46 12 (S)=751.46 751 SUMP=1.50' SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' DEPTH=4.50' 750 PIPE SEGMENTS MAIN CONNECTIONS 749 P-7 = 24.9 L.F. 18" STO. @ 0.15% CO-2 = CONN. EX. WSW. TO PROP. WSTO. @ 750.1± P-8 = 44.6 L.F. 18" STO. 0.20% 748 P-9 = 29.0 L.F. 24"STO. @ 0.90% P-1 0 = 43.9 L.F. 18" STO. @ 0.25% P-1 1 = 25.0 L.F. 12'STO. 1.00% 47 P-1 2 = 7.0 L.F. 12"STO. @ 1.00% P-1 3 - 25.0 L.F. 12"STO. @ 1.00% 746 P-14 = 7.0 L.F. 12'STO. @ 1.00% P-1 5 = 7.0 L.F. 12'STO. @ 1.00% P-1 6 = 25.0 L.F. 12"STO. @ 1.00% 745 WATER MAIN FITTING 744 SCHEDULE D-5 = DEFLECT STA.=17+50.0, 10.0'RT 743 0-8 = DEFLECT STA.=18+41.9, 10.0'RT .1-8 = 8"X6'TEE STA.=18+92.0. 10.0'RT V-17 = 6VALVE STA.=18+92.0,12.6'RT 742 H-4 = HYDRANT STA.=18+92.0,22.5'RT V-16 = 8" VALVE STA .=1 8-94A 1 O.O'RT 741 STA. 8" W.M. EL. (TOP) 740 1 7-50.0 (DEFLECTION) 747.76 18+41.9 (DEFELCTION) 746.80 18+92.0 (TEE) 748.08 739 18+94 3 (VALVE) 74807 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN 140. 1 STATION I DESCRIPTION ELEV. DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 3 1 18+16 1 HYDRANT TAGBOLT Q ARTHUR JOSSLYN 757.03 ARTHUR AVENUE DESIGN ENGINEER SANITARY/WATER: MVVN DESIGN ENGINEER STORM:CMC FROM STA. 16+00 TO STA. 20+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 23-08 SHEET 20 OF 45 ARTHUR AVENUE i �d 6 o a In In \SURfr ONE) NE\ \ cio a oQ ¢io 1030 I m� 1024 01 I 18 N� 1014 rIJ N� 1008 U MV1 50.0 i �5� ( 50. vin I 50.0 van I NP' 'uF 73 ate.._ PROP. - 50.0, Z I �` 50.0' 1 p17: 1 - Ip 1033 °N° I � 1027 +M M+ M N U U IN I In I I I I I I I I I I 18" STO N 0.10% - - - 259.3 L.F. 8" SAN.' 1 .60 PROP. 8" WM RELAY D3 p ..... _.. ___-__ _. ._ G G G 'Lill ' UNE 50.0' I 50.0' I 50.0F ow J J T". 4 d 1023 M + 1017 Mm ,009 I ,.., ( � I U vi U N ? I I I + I I I I I I I I 20+50 21+00 21+50 22+00 755 754 753 752 751 750 749 748 747 746 745 744 743 742 741 740 739 738 737 ---------------------------------- "I --- -TRAP o0 w R ... _. ca3 \ (Henn.) CP-1 � \ A-1 ' 2 _ 24 00 25 00 25 16 CO-0 V-14 \ , T-10 V-15 T-7 I-8 V-23 B-30 B•29 R•5 `\ ._ .. ..- CO.6 IP GG H7 \ 0 - -� le 00.0' TVP. V g5 I' 17.1 J� _ ° ui 22+50 23+00 23+50 755 STORM INLET 1.7 STA. 22+10.00, 16.0' LT 754 RIM=752.16 12'(S)=749.16 SUMP=1.50' 753 DEPTH=4.50' 752 PIPE SEGMENTS 751 P•17 = 48.9 L.F. 12" STO. RCP III @ 0.10% P-18 = 7.0 L.F. 12" STO. @ 1.00% 750 749 STA. 8" W.M. EL. (TOP) 748 21+12.0 (DEFLECTION) 747.75 22+80.7 (TEE) 744.04 747 22+99.4 (BEND) 745.60 23+01.1 (BEND) 745.80 746 23+02.7 (VALVE) 745.60 23+04.1 (TEE) 745.60 745 744 743 742 741 740 739 738 737 WATER MAIN FITTING SCHEDULE D-3 = DEFLECT STA =21+12.0, 10.0' RT T-10 = 8" X 6" TEE STA=22+80.7, 10.0' RT 8.30 = 8" 11.25° BEND STA=22+99.4, 10.3' RT 8.29 = 8" 22.5' BEND STA=23+01.1, 9.9' RT V-15 = 8" VALVE STA=23+02.7, 8.8' RT CP-1 = 6' CAP STA=22+91.4, 9.4' LT R-6 = 8" X 6" REDUCER STA=23+01.9, 4.5' RT V-14 = 8"VALVE STA =23+03.0, 6.1' RT T-7 = 8"X 8" TEE STA: 23+04.1, 7.8' RT R-5 = 8" X 6" REDUCER STA =23+05.6, 10.2' RT V-15 = 8" VALVE STA =23+02.7, 8.8' RT V-23 = 6" VALVE STA=22+80.7, 12.0' RT H-7 = HYDRANT STA=22+80.7, 24.0' RT MAIN CONNECTIONS CO-3 = CONN. EX. 15" SAN. TO PROP. 15" SAN. @ 737.8t CO-4 = CONN. EX. 18" SAN. TO PROP. 18" SAN. @ 737.5t CO-5 = CONN. EX. 6" WM TO PROP. 6" WM CO-6 = CONN. EX. 6" WM TO PROP. 6" WM 20+50 21+00 21+50 22+00 22+50 23+00 23+50 BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY STORM WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 4 22+46 HYDRANT TAGBOLT 0 ARTHUR BBAUMAN 753.04 DESIGN ENGINEER SANITARY/WATER:MWN ARTHUR AVENUE DESIGN ENGINEER STORM: CIVIC FROM STA. 20+50 TO STA. 23+50 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 21 OF 45 G L uj --------------- ------------------- - - — - — - — - — - — - — - — - — - ul Lj------- BAU MAN STREET r.— 'A S.C. 0+3Y4v92TV- a. 0 �Ct lo 905 +0 C -8 0 cc 1 TT-9 B-6 H-6 120.0' Z --------- - 120.0' 120.0' Typ. 2 t X-31 1-21 1 Dlp P-28 120.0' IP 122 BM P-2 53 1319 IP.... . ... . ..... V B-8 1p -24 R-1 '32 P -23 ip GO-10 _Ss ----------- 1-24 IP t. 1-23 c i . ... .... . . ........ ....... . . .... . ...... 00 93t00 250.3 L.F. 12" SAN. 0.22% 94+00 9 O SAN- QyWa P-25 P 2 P-26 - ------- — -----------a, i .00. .00 .00 v CO-7 - _ ................. . ...... 1-25 P-19 P-20 1-13 SAN AN— IP j— FO 7::=_FO P_ i V-20 1p FO— Gt R-4 W CO-12 V F6 'w— — — — — — -- 9 3. w ...... . Ar-.ATFT) �TGH -FIF- AY V-1 V T T S CD + 11321F800 _4 j_q_ LINE a �` fl R > z BURIED C� 1 I' COPPER 120.43' 0 PHONE io S.C. 0+18.1 (TV) 71 ...... .... . . ....... 91+00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 751 750 749 748 747 746 745 744 743 742 741 740 739 738 737 736 735 734 733 EX. CL 751 750 749 MAIN CONNECTIONS C0.7 = CONN. PROP. 12" SAN. TO EX. MH 16AO6 @ 734.2± 748 747 746 745 744 743 742 741 740 739 738 737 736 735 734 733 91,uu 52,66 53T00 34r00 54,50 N0. STATION BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY DESCRIPTION I ff SANITARY, STORM, & WATER MAIN V 7 L I DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 HYDRANT TAGBOLT 0 BAUMA 5321 BAUMAN STREET 5 95;2l 1 75 13 6 HYDRANT TAGBOLT 0 BAUMAN 3 rDE DESIGN IN EEN ENGINEER SANITARYIWATER: MWN DESIGN ENGINEER STORM:CMC FROM ADAMS AVE TO STA. 94+50 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0-.1 CITY CONTRACT 23-08 SHEET 22 OF 45 THE BASE OF EX. MH 16-406 APPEARS TO BE CONSTRUCTED OF CONCRETE INSTALLED IN THE FIELD AT THE TIME OF ITS INITIAL INSTALLATION .WALL THICKNESS - --- ---- --- - FOR THIS STRUCTURE BASE IS UNKNOWN SANITARY - MH - X- , 1 ........... . . ... ....... .. ........... — - ---- — -- - ---- _STA. 92+50.00, 1.5' RT -R[M=751.22 12:11 74�ll 12 34 . DEPTH=16.12' CORE EX. 16-4061 MANHOLE: 12- (N) INW= 734.19 j v X v v '4250.3 L.F. 12" SAN. @U.ZZ 12" SAN. @ 0.22% . ...... . ..... .... ...... .. ..... ....... . . . ............... . . . - ----- a __ 3�4° OLEAD•0 (TV) o W I J O Z W N -------- - - ----- _ lil a o BAUMAN STREET f< m a v N I fl JIL...__ . -v+ I 3/4" LE4E71> ! na S.C. 0+60.5 �T i, 1 O10 815 O I CO.9 905 I 915 LI, O _0 '` o H-2 T-3 CO-8 T-9 V-18 o c� v n 120.0, I-21 X-31 r B-6 B•5 H-6 \ BM #s 120.0' N I .0 I HP-28 B•7 IP \53.13 IP �. UP -00 P-37 UP O.Oo GAS T IP : I.22 P-36 ` t 2�\.-`+ BM #7 & 1 120.0' Z 20 i \ -39 LINE 1 r' ..........._�..__........�.... P-27 O ._.__.._- _.... __._....._..._..._........._..._..��...-,a,_-____ __.__..._...__............__.___.._....._.._..............._ _._._--..__._._-`.._........_....___._- _.__...... _ ....._. _ ____ __ - _. _ ___ ......__x_ _---...__...r._ (I-40 { . ' ! P-30 1-15 IP IP, ' R-1 a X-32 P-23 IP CO-10 .. - I - - -' - -- _ _ - - 1 O - E p P'32 15.01-ROF Ur CASINO PIPE �cg a _ ._.._. I �. - _ _... _� _ I V-$ B-14 -.... ---- R-3 o V-4 � B-15 PROP. 8" WM RELAY 1-23 „ D R 11 $ B•12 P-33 V-2 T•2 B-13 B-16 __ _ _ .. _. _ . _.. L.F. 12" SAN. 0.22% 94 00 9 0 96 00 97 00 9 _ _ ..- -_---- _--- -'-99 00- ----300.4L.F.12"SAN.00.22%-'" - 100+00 -- S _ - A - - ---- p A 4 SAN S D AN M. .. _ ..._.. _ - X.2 ,.,, - - - p _ - P-25 P-22 P-26 Q74v X-34 X 35 -'15.0 LF.OF 24° CASING PIPE X-33 __-_.--....__-.-._-i -_..-. �t4__ _ _ -,_,. - 1 2s P-20 D -------.........- - P-19 � '- '- - -- -- __ .._ - __ __ �. P 34 -. / 253 6 L F 30" STO @ 0 30% 1 z ! n UP aoa_ ...� p14 •,t 1 __ FO �Y o LINE J 0 LL N ccI .I 6 O Y. 94+50 95+00 STORM INLET 1.14 STA. 97+65.53, 16.0' RT RIM=750.83 751 12"(VV)=747.83 SUMP=1.50' DEPTH=4,50' 750 STORM INLET IAA STA. 97+65.59, 16.0' LT 749 RIM=751.13 12'(E)=748.13 SUMP=1.50' 748 DEPTH=4.50' STORM INLET 1.21 747 STA. 61+62.92, 18.2' RT RIM=750.91 12'(N)=747.91 746 SUMP=1.50' DEPTH=4.50' 745 STORM INLET 1.22 STA. 61+63.20, 17.5' LT RIM=750.63 744 12'(S)=747.63 SUMP=1.50' DEPTH=4.50' 743 STORM INLET 1.23 742 STA. 61+89.17, 35.7' RT RIM=750.95 12-(E)=747.95 741 SUMP=1.50' DEPTH=4.50' 740 STORM INLET 1.24 STA. 95+36.00' 9.8- LT RIM=750.84 739 12'(E)=747.84 SUMP=1.50' DEPTH=4.50' 738 STORM INLET 1.39 STA. 44+77.20, 16.0' RT 737 RIM=750.87 12"(N)=747.87 12'(M=747.87 736 SUMP=1.50' DEPTH=4.50' STORM INLET 1.40 735 STA. 44+77.20, 16.0' LT RIM=750.87 734 - FD / BURIED j' VACATED RIGHT-UF-WAY &1t F.T. T T T t'RIED 904 PHONE uj 240.0' _ A 95+50 96+00 96+50 97+00 97+50 FO f N n I 1000 vci LL' W x � pp 240.0' N ;€ I € 98+00 98+50 STORM MH (6' DIA) X-31 STORM MH (4' DIA) X-32 STORM MH Z-40 STA. 61+62.92, 6.7' RT STA. 61+85,15, 9.0' LT STA. 44+77.20, 8.5' LT 1 II 1 ® ;STORM MH (IV DIA) X-34 I.0 • .. ; A , _ I . ,�P �'r®� ;t ,®��!�1 ,e� ►�:,�0�0��D�;I I , �� i� "so� STORM INLET 1-25 ■►! i�i(I�®®�ae111vA;��ll1'LilA�il��a • ��l��®■9i+FtI �►� iJ 'm L LPN • I I SANITARY MH A-4 -IPE / 1' + I 6.0 I'1 � I . . 1 ' , ��:��►:�:�:�:�:�.°��®�®�®�®�°�°�°��'��•4��;►e�='�d�d�e��e�� •-�'�'�'�'�'�'�'�►��ii�i�i�i�i�i�i�o�i�i�i�i�i�i�i�i�%%%i RIM=751.03 RIM=751.10 RIM=751.02 21"(NE)=745.50 21"(SVV)=745.37 48"x76°(VV)=743.14 21°(W)=745.74 21"(E)=745.37 48"x76"(E)=743.14 751 12"(N)=747.39 15"(N)=747.24 12"(S)=747.63 12-(S)=747.79 DEPTH=4.98' 12•(N)=747.79 DEPTH=4.77' PIPE SEGMENTS DEPTH=7.13' 750 P-19 = 44.5 L.F. 12" STO. @ 1.00% P•28 = 24.2 L.F. 12" STO. @ 1.00% 749 P•20 = 26.7 L.F. 12" STO. @ 1.00% P-29 = PROP 6" WM RELAY P•21 = PROP 8" WM RELAY P-30 = PROP 6" WM RELAY P-22 = 30.7 L.F. 21"STO. @ 0.50% P-31 = 45.0 L.F. 18" STO. @ 0.50% 748 P-23 = 21.1 L.F. 15" STO. @ 0.60% P-32 = 46.5 L.F. 48"x76" STO. @ 0.25% P-24 = 27.2 L.F. 21"STO. @ 0.50% P-33 = 26.0 L.F. 12" STO. @ 1.00% 747 P•25 = 27.2 L.F. 12" STO. @ 1.73% P-34 - 6.0 L.F. 12" STO. @ 1.00% P-26 = 24.3 L.F. 12" STO. @ 1.15% P•35 = PROP 8" WM RELAY P-27 = 11.5 L.F. 12" STO. @ 1.00% P-36 = 24.5 L.F. 12" STO. @ 1.00% 746 P-37 = 7.5 L.F. 12" STO. @ 1.00% WATER MAIN FITTING 745 SCHEDULE V-21 = 6" VALVE STA =94+93.3, 35.3' RT V•22 = 6" VALVE STA =94+87.9, 35.3' RT 744 B-1 = 6" 45' BEND STA=94+83.7, 35.3' RT B-11 = 6'45* BEND STA=97+18.5, 35.9' RT B-2 = 6"45* BEND STA=94+85.5, 35,3' RT B-12 = 6"45* BEND STA=97+60.5, 8.0' LT 743 C-1 = 8" X 6" CROSS STA=62+35.4, 10.0' RT R3 = 8" X 6" REDUCER STA=97+62.0, 8.0' LT B-3 = 6" 45° BEND STA=95+14,0, 35.3' RT V-2 = 8" VALVE STA=97+89.6, 8.0' LT S-4 = 6"45* BEND STA=95+16.2, 35.2' RT T-2 = 8" X 8" TEE STA=45+04.0, 8.0' RT 742 R•1 = 8" X 6" REDUCER STA=61+84.4, 10.0' RT V•4 = 8" VALVE STA =97+95.2, 8.0' LT B•B = 6" 45° BEND STA=61+78.6, 10.0' RT B-13 = 8" 45' BEND STA=45+04.0, 3.8' RT 741 B•5 = 6" 45° BEND STA=61+56.2, 9.4' LT 8-14 = 8"45' BEND STA. 45+03.9, 2,2' LT T-9 = 6"X6" TEE STA=61+54.9, 9.4' LT 8•15 = 8" 45' BEND STA. 45+03.6, 22.2' LT B•6 = 6"45* BEND STA=61+57.5, 9.4' LT 8-16 = 8" 45' BEND STA. 45+03.5, 26,8' LT 740 B-7 = 6"45* BEND STA=61+59.0, 9.4' LT T-3 = 8" X 6" TEE STA=44+61.5, 8.0' RT V-18 = 6" VALVE STA=61+54.9, 11.9' LT V-5 = 6" VALVE STA.=44+61.5, 100RT 739 H•6 = HYDRANT STA=61+54.9, 23.5' LT H-2 = HYDRANT STA=44+61.5, 23.0' RT V•1 = 8"VALVE STA=62+37.0,10.0'RT MAIN CONNECTIONS V•3 = 8" VALVE STA=97+92.8, 10.8' LT 738 V-20 = 8" VALVE STA=62+32.0, 10.9 RT = CONN. EX. 21" TO PROP, STO. @ 745.8f co-9 CO.B = CONN. EX. 6' WM TO PROP. 6' WM CO.10 = CONN. EX. 15" STO. TO PROP. 15' STO. @ 747.4t 737 STA. 6" W.M. EL. (TOP) CO.11 = CONN. EX. 10" SAN. TO PROP. 10" SAN. @ 735.4t CO-12 = CONN. EX. 6' WM TO PROP. 6' WM 736 94+83.7 (BEND) 744.87 CO.13 = CONN. EX. 6' WM TO PROP. 6' WM 94+85.5 (BEND) 743.22 CO.14 = CONN. EX. 6' WM TO PROP. 6' WM 94+87.9 (VALVE) 743.44 735 94+90.1 (CROSS) 743.44 STA, 8" W.M. EL. (TOP) 94+93.3 (VALVE) 743.45 734 95+14.0 (BEND) 743.56 97+62.0 (REDUCER) 744.77 97+97.0 (BEND) 744.85 =747.87 94+50 95+00 95+50 96+00 96+50 (BEND) 744.83 +) 7.6 98+. 95+182BEND 97+00 97+50 98+00 98+50 . SUMP=1.50' SUM 97+.5 (BEND) 744.97+92.8 (TEE) 744.85 98+23.0 (BEND) 741.50 DEPTH=4.50' 97+60 .5 (BEND) 744.7777 97+95.2 (NAIVE) 744.85 98+27.4 (BEND) 744.57 BENCH MARKS - LISDESCS A D 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, &WATER MAIN N0. STATION DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 6 95+24 HYDRANT TAGBOLT BAUMAN & COOLIDGEO 753.13 BAUMAN STREET 7 99+50 PK NAIL ON P.P. OD ACROSS FROM 1000 BAUMAN ST.❑ 751.85 DESIGN ENGINEER SANITARY/WATER: MWN DESIGN ENGINEER STORM: CMC FROM STA. 94+50 TO STA. 98+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS o zo 40 SCALE IN FEET: CITY CONTRACT 23-08 SHEET 23 OF 45 O E n Q) P-36 P-35 IP IP P-33 0. BAU MAN STREET _ _� i / LIE a p u� //4 Q X-34 B- 3 B-15 I _ _ �§ - A-4 8 ------ ---- lp S.C. 0 35 4541 . ..... 12D. , 1-19 - ----- ------ BtJRWD 0 CAS _F 0 vo uNE 30" 3.6L.P. 37-0.00, 4 It 06 84)V. 0.2z, 1-13 BURIED ------ FO 4w Ie D26 P-42 V u 9 A 51.1 L.F. X-40 6 lo P-39 P-43 P-38 'COS C� Ip TYR 1 Typ.0 240.0.f Oo PIPE SEGMENTS P-3: = 45.5 L.F.30" STO. @ 0.30% P-43 = 7.0 L.F. 12" STO. @ 1.00% P-3 = 31.3 L.F.30 STO. @0.30% P-44 = 15.3 L.F. 12" STO. @ 1.00% 98+50 99,00 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 P-40 = 52.4 L.F. 30: STO. @ 0.35% P-45 = 19.6 L.F. 12" STO. @ 1.00% STORM INLET 1-16 STA. 100-64.15,16.0'LT RIM=748.97 P-41 =PROP 8 WM RELAY P-46 = 28.0 L.F. 12 SAN. @ 0.22% 4 P2 25.0 L.F. 12' STO. @ 1.00% P-70 = 51.1 L.F. 15' STO. @ 0.50% 12"(E)=745.97 rX Cl PRO rl 750 SUMP=1.50'vaD DEPTH=4.50' 749 --------- -- - .... . . . .. . ..... STORM MH (5- VIA) X-36 . . -36 X-3 X_ 13 .... 750 WATER MAIN FITTING SCHEDULE 7119 V-1= .=100+50.6, 8.0'LT 0 8"VALVE STA STORM INLET 1-17 748 STA. 100+64.15, 16.0'RT RIM=748.96 12"(M=745.96 SUMP=1747 DEPTH=4.50' --RlMm749.il ------- STA. 100+64.15, 9.0- RT 30 (N)=743.78 30: (S)=743.78 12'(W)=745.72- 12'(E)=745.89 DEPTH=4.58, jj X-40 T-5 = 8'X 6" TEE STA.�l 00+52.7, 8.0'LT 748 B-25 = 8"22.5° BEND STA .=100+59.9,8.0'LT B-26 = 8'11.25'BEND STA .=100+63.9,9.6'LT T-6 = 8"X8"TEE STA,=101+41.7,28.6*LT 747 3 V-1 8:VALVE STA.=I01+43.2,28,6'LT B-27 8 4V BEND STA .=101+44.7,28.5'LT .. . ........ ... ....... ... ................. r.00% ..STO. A L T 12" STO. ZrI 746 STORM INLET (TYPE 1) 1-18 745 STA. 101 +27.14, 66.9'LT RIM=748.93 12'(N)=745.93 744 7, ,, 7;7,,;;7,/7/ 77 - _/7771777/ .3r.3 6 L.F. 30" STO. 300Z @ 0. 0 z P-38 P-3 P-70 CO-1 7 STORM INL MH (4'01A) X-40 STA. 101+75.99, 11.8'RT RIM=748.61 STORM INLET (TYPE 1) 1-20. 746 R-4 8"XV REDUCER STA.=101-46.7, 26.5'LT 8.28 V4V BEND STA .=i0l+56.2,I6.8'LT V-11 VVALVE STA.=100+52.8,10.5'LT 745 H-5 HYDRANT STA.=100+52.7,'23.0'LT V-12 8"VALVE STA.=101+41.7,30.7LT 4 B-31 8"22.5'BEND STA.=101+44.2,41.3'LT STA. 102+70.00, 15.0'RT RIM=749,40. 12-(SE)=746 40 SUMP=1.50' -DEPTH=4.5 ZZZZL/ z z z 4L SUMP=1.50' DEPTH=4.50' 743 . . . _T__5_) B-26 K __x 1 5"(S)=745.26 x 12'(NW)=745.46 ----DEPTH=3.36-- - ------ - --- -- R-T 8"XVREDUCER STA.=101+53.1, 54.7'LT 8.32 V4V BEND STA.=101 +55.0, 57.6'LT 743 B-33 = 6"45° BEND STA.=101 +57.3. 61.1'LT .• .• . . . . o WM RELAY'-* . . ......... STORM INLET (TYPE 1) 1-19 742 STA. 101-59.26,56+1'LT RIM=748.82 12-(SE)=745.82 SUMP=1.50' 741 STORM MH (V VIA) X-37PK --STA. 101+03.53, 11.6'RT RIM=749.14 77-P-7 >< ..... .... .. . ..... - ------------ STA. 6" W.M. EL. (TOP) STA. 8" W.M. EL. (TOP) 742 101+56.2 (SEND) 745.51 100+50.6 (VALVE) 742.82 01+55.0 (SEND) 742.84 100+52.7 (TEE) 742.80 741 1101+57.3 (SEND) 745.84 100+59.9 (SEND) 742.80 ...... . .......... . ......... - - ---- DEPTH=4.50' 30-(W)=743.91 30-(S)=743.91 K 1 100+63.9 (BEND) 742.80 740 740 01+22.5 (TEE) 742.43 1 DEPTH=4.48' X\ 101+43+2 (VALVE) 742.85 STORMMH (S'DIA) X-38 739 STA. 101+39.83,58.3'LT . ....... . . . ....... . . .............. ...... . . . ....... X x x . .. . ......... --- ----- . . . . . . ........ ......................... 0 +44.7 (BEND) 742+85 739 1 10 +46.7 (REDUCER) 742.85 RIM=749.46 X 101+41.7 (VALVE) 742.85 - - - - - - - - - - - - - - - - - 30-(E)=744.19 738 EE 738 0 +44.2 (BEND) 742.93 1 1 12 (S)=745.78 101+53.1 (REDUCER) 742.93 12:(NVV)=745.62 - - - 7- 15-(W)=745.70 737 DEPTH=4.52' . . ...... ... ....... A A ix 300.4 L.F. 12' SAN. @D 0.22 SANITARY MH X-5 STA. 101+20.93,20.6- LT . ...................... . ... .......... . .... 737 736 STORM MH (6'DIA) X-39 STA. 1 +28.57.7.2'LTSTA RIM=74091.42 735 30•(W)=744.01 98+50 30"(E)=744.01 15'(N)=745.0? DEPTH=4.66 RIM=749.32 12"IE);7=3,6�21.1, 8 1 7 736 MAIN CONNECTIONS 1 735 CO-15 = CONN. EX. 10"SAN. TO PROP. 10"SAN. @ 740.9± CO-16 m CONN. EX. 18'SAN. TO PROP. 18"SAN. @ 737.1± CO-17 = CONN. EX. VWNI TO PROP. VWM CO-18 = CONN. EX. VWM TO PROP. FWM SANITARY MH X-4 Rim=(4V.JV 112:(S)=736.- 101+00 2 ^=73612 DEPTH=12.42' 99,00 99+50 100+00 100+50 I n 10"(W)=736.78 101+50 102+00 102+50 10'(VV) DROP=4.12- DEPTH=12.29' 103+00 CO.19 = CONN. EX. IV STO, TO PROP. IVSTO. @ 745.71 BENCH MARKSNAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY aArmirA SANITARY, ARY, STORM, & WATER MAIN BAU MAN STREET NO. STATION DESCRIPTION ELEV. �DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 7 1 99+50 PK NAIL ON P.P. @D ACROSS FROM 1000 BAUMAN ST.o 751.85 DESIGN ENGINEER SANITARY/WATER: MWN 8 101+17 ON POWER POLE VAN BU 1 PK NAIL BAUMAN & REN 750.71 I DESIGN ENGINEER STORM: FROM STA. 98+60 TO STA. 103+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 20 40 CITY CONTRACT 23-08 SHEET 24 OF 45 1018 100.0' m o I � F � W F I y = ��PHONE 3 BURIED ^ }�vi ni* 75.0' / in 1.7853.1136� / y * I I CO j- 6 00 ! SS �45- 50.0, 0 50.0' I� N I m ,015 N\ ,005 + + I�M I I I I I I ' 61+00 STORM MH (4' DIA) X-32 STORM MH (5' DIA) X-33 STA. 61+85.15, 9.0' LT STA. 62+15.87, 9.0' LT RIM=751 A0 RIM=750.67 751 21"(SW)=745.37 21"(VV)=745.22 21"(E)=745.37 24"(E)=745.22 15"(N)=747.24 12'(N)=747.29 750 DEPTH=4.98' 12'(S)=747.04 DEPTH=4.71' 749 748 STORM INLET 1.13 STORM INLET 1.25 STA. 95-36.Do' 14.5' RT STA. 62+16,34, 35.5' RT RIM=750.56 RIM=750.48 747 12"(S)=747.56 12"(N)=747.48 12"(M=747.56 12"("447.48 SUMP=1.50' SUMP=1.50' 746 DEPTH=4.50' DEPTH=4.50' 745 STORM INLET 1.21 STORM INLET 1.22 744 STA. 61+62.92, 18.2' RT STA. 61+63.20, 17.5' LT RIM=750.91 RIM=750.63 743 12"(N)=747.91 12"(S)=747.63 SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' 742 741 STORM INLET 1.23 STORM INLET 1-24 740 STA. 61+89.17. 35.7' RT STA. 95+36.00, 9.8' LT RIM=750.95 RIM=750.64 739 12'(E)=747.95 12'(E)=747.84 SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' 738 737 736 735 734 COOLIDGE AVENUE L' a0 ! d • - �3 t,00 r I I I 242.0 L.F. 8" SAN. @ 0.60% P-25 50.0' \ I i A-25 - I c; j Ii Q ._..._-�I i Lc 1 I I J .C, 2 1 61+50 62+00 62+50 SS-:;. _. -(Aeon.)- $S - --� TT .,,...,,..,_ 0 C I - --�_ O- , ... -F1 ��• GAS UN@ 0 63+00 63+50 Y-31 218.0 L F 8' SAN. 0 0.60' o-7 ---�- I•n T i FO IF� 0--__ IPdE J NP. 2O 85.0' ` I I i �.� PHONE 1114/F✓1Y/NNVAp" �� \ 6 g 897 °D In W+ I j� Ozo. I U 1 I "N I vi i 64+00 64+50 •�. �� .. �Bliii►:� iii�ii�i�� i�� //I ® 1 • r 1 ii CA Ul MOM • FA STORM MH (S'DIA) Y-30 ��I 00 Gi 00 0 . mil I•p eK i�� P. CONSTRUCT DROP USING 10"X8"TEE SANITARY MH X-2 . .• CROP 1' PIPE SEGMENTS P. = 12" STO. @ 1.00% P-25 = 27.2 L.F. 12" STO. @ 1.73% 751 P-20 = 26.7 L.P. 12" STO. @ 1.00% P-26 = 24.3 L.F. 12" STO. @ 1 A 5% P-21 = PROP 8" WM RELAY P-27 = 11.5 L.F. 12" STO. @ 1.00% 750 P-22 = 30.7 L.F. 21" STO. @ 0.50% P-28 = 24.2 L.F. 12" STO. @ 1.00% P-23 = 21.1 L.F. 15" STO. @ 0.60% P-29 = PROP 6" WM RELAY 749 P-24 = 27.2 L.F. 21" STO. @ 0.50% P-30 = PROP 6" WIVI RELAY WATER MAIN FITTING 748 SCHEDULE 747 T•9 = 6"X6" TEE STA =61+54.9, 9.4' LT V-1 = 8" VALVE STA =62+37.0, 10.0' RT B-5 = 6" 45° BEND STA: 61+56.2, 9.4' LT V-18 = 6" VALVE STA =61+54.9, 11.9' LT B-6 = 6" 45° BEND STA=61+57.5, 9.4' LT H-6 = HYDRANT STA =61+54.9, 23.5' LT 746 B. = 6" 45° BEND STA.-81+59.0, 9.4' LT B-1 = 6" 45° BEND STA=94+83.7, 35.3' RT B-8 = 6" 45° BEND STA=61+78.6, 10.0' RT B-2 = 6" 45' BEND STA=94+85.5, 35.3' RT 745 R-1 = 8" X 6" REDUCER STA=61+84.4, 10.0' RT 8-3 = 6" 45° BEND STA =95+14.0, 35.3' RT C. = 8" X 6"CROSS STA.=82+35.4, 10.0' RT B. = 6" 45° BEND STA=95+16.2, 35.2' RT V-20 = 8" VALVE STA=62+32.0, 10.0' RT V-21 = 6" VALVE STA =94+93.3, 35.3' RT 744 V-22 = 6" VALVE STA=94+87.9, 35.3' RT STA. 6" W.M. EL. (TOP) 743 61+54.9 (TEE) 746.19 61+56.2 (BEND) 746.19 742 61+57.5 (BEND) 744.12 61+59.0 (BEND) 744.12 741 61+78.6 (BEND) 743.82 740 STA. 8" W.M. EL. (TOP) 61+84.4 (REDUCER) 743.82 739 62+32.0 (VALVE) 743.58 62+35.4 (CROSS) 743.52 62+37.0 (VALVE) 743.52 738 MAIN CONNECTIONS 737 CO-8 = CONN. EX. 21" STO. TO PROP. 21" STO. @ 745.8t CO-9 = CONN. EX. 6' WM TO PROP. 6" WM 736 CO.10 = CONN. EX. 15" STO. TO PROP. 15" STO. @ 747.4t CO-11 = CONN. EX. 10" SAN. TO PROP. 10" SAN. @ 735.4t CO-12 = CONN. EX. 6" WM TO PROP. 6' WM 735 CO-13 = CONN. EX. 6' WM TO PROP. 6' WM 734 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY I SANITARY STORM &WATER NO. STATION DESCRIPTION ELEV. DESIGN DATE -"-'-'-'--""" DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03f2023 MAIN 6 61+60 HYDRANT TAGBOLT BAUMAN & COOLIDGE❑ 753.13 COOLIDGE AVENUE DESIGN ENGINEER SANITARY/WATER:MWN DESIGN ENGINEER STORM: CMC FROM STA. 61+00 TO STA. 64+50 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 25 OF 45 COOLIDGE AVENUE 20.2 L.F. OF 19'X30"'STORM SEWER 3 WIJOINT TIES, CLAY BEDDING & REMOVE TREE BACKFILL 7- x_-+- MD 749.37 iP P-5 Y-32 I" STO. 0.15% w -21" L.F. 19"X30.. STO. 0.10% P- D ff la. 0 SAN. 0.60% Ar 6 + uYPROP. 8" WM RELAY B-9 7 -.4 B-10 ..... . . ........ ... . 1.2 TURBIDITY BARRIER T- --- - ---- T V IP IP . .... . FO I 0 FENDWA O IP -4 H-1 'C3 209.5 S.Y. OF OUT LL FALL EL. 744.50 . ............. . EROSION CONTROL Typ. I + . . . .............. 85.0' Typ.0 FIE tt or� 897 BURIE D * , PHONE § EEI GAS 0 AND LAYING THE PIPE FROM THE OUTFALL - F-895 WORK ASSOCIATED WITH EXCAVATING N U LINE 3 To ROAD SURFACE, INCLUDING RESTORATIONS ui vi SHALL BE COMPLETED IN ONE WORKING DAY. THISDOES NOT INCLUDE PREPARATORY WORK IN ozo BURIEOD WATER WAY. F.D. WATER MAIN FITTING PIPE SEGMENTS SCHEDULE P-2 = 20.2 L.F. 19"40"STO. @ 0.10% 0.7 = DEFLECT STA .=65-25.0,8.0'RT P-4 = 25.0 L.F. 12'STO. 0 1.00% R-2 = 8'X6*REDUCER STA.=66-69.9,8.0'RT 64+50 65+00 65+50 66+00 66+50 67+00 67+50 66+00 68+50 P-5 = 7.0 L.F. 12"STO. @ 1.00% B-9 = 6"45* BEND STA.=66+72.6,8.0'RT .10 = 6'45* BEND STA .=66+74.8 10.0'RT AO + I INSTALL 8.0'SQ. YARDS OF HEAVY RIP RAP FROM OUTFACE TO DAYLIGHT 750 STORM INLET 1-26 STA. 65+35.29, WOTILT 749 RIM=747.98 12"(S)=744.98 SUMP=1.50' 748 DEPTH=4.50' 747 STORM INLET 1.27 -T STA. 05+35.29,1TO'RT RIM=747.98 746 12'(N)=744.98 SUMP=l '50, DEPTH=4.50' 745 744 743 742 741 740 739 738 20 L.F.OFIV-X3V STORM SEWER DINT TIES, CLAY BEDDING & F- EX. CIL PROP. CL Y-2 . C) BACKFILL ... ....... .. . . ... . ........... . . . .......... .. . ................. . .. . - - - ----- --- -------- STORM MH (S'DIA) Y-32 - + + . ..... . .... SUMMER TARGET WATER STA. 67+49.76, 9.0'LT Y-31 RIM=749.54 -FLFY, = 747.55t l9-x30'(W)=744.52--- v 19-40-(E)=744.52 ------- - - - - --------- - . . . .............. . . . ...... DEPTH--4.2r ...... ....... . ... . . . . .. . ........ . . . . . . Z . . . . ................ . ...... 175.3 L.F. 19"X30" STO. @ 0. 1 50/o/ I;ZK 21 5 L.F 9"x30" STO. @0.1/0%" z P, 111=1Z77771111 /X/Zzz///////// STORM MH (S' DIA) Y-31 Ktj�' =1777 LZ V/z� STA. 65+35.29, 9.0'LT RIM=748.12 19'x30'(ffl=744.73 I ENDW OVTEAL-L-EL. L INS i �-74-4 L 8+0'SQ. YARDS OF .. . . ... ......... . ............... .......... ... . ....... -----l9'x30'(E)=744.73 . ... ..... --------------- - ----- . . . .. ............ - -------- x . . ........... 44 RIP RAP FROM ------ �12"(N)=744.91 12'(S)=744.73 OU FALL TO DAYLIGHT DEPTH=2-64' Pk6 7 D-7 SANITARY MH Y-2 .00/ r o K 218.0 L.F. 8" i'Ak 66 2 STA. 66+60.00, O.O'T RIM=749.23 8'(W)=739,88 ........ - - -------- - ---- . ..... DEPTH=8.60'- - - ---- ---- -- ------- . . ...... H-1 = HYDRANT STA.=66+75.2,24.2' RT V-24 = 6" VALVE STA.=66+75.0,16.7'RT 750 STA. 6" W.M. EL. (TOP) STA. 8" W.M. EL. (TOP) 749 66+72.6 (BEND) 741.83 65+25.0 (DEFLECTION) 741.65 66+74.8 (SEND) 742.44 66+69.9 (REDUCER) 741.94 748 66+74.8 (VALVE) 742.44 747 746 745 744 743 742 'T 741 740 739 7- 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 6e+50 STORM SEWER OUTrALL PLATE DETAIL NOTES CONTRACTOR TO SUPPLY APRON ENDWALL PLATE CONVERSION FOR HORIZONTAL ELLIPTICAL TO BOX PIPE ENDWALL BENCH MARKS - USGS NAVD 88 DATUM LAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION JDATE I BY SANITARY STORM, I STATION I DESCRIPTION E L V DESIGN DATE I DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 110DESIGN %w & WATER MAIN COOLIDGE AVENUE 66+01 1 HYDRANT TAGBOLT @ACROSS FROM 895 COOLIDGE AVE.! 7�4 9. 37 JE ENGINEERDESIGN SANITARY/WATER: MVVN FROM STA. 64+50 TO FOX RIVER ENGINEER STORM:CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: O20 40 � ii� CITY CONTRACT 23-08 SHEET 26 OF 45 - I 7 I I I I I r M O i i 1 `) I � _ I I TYLER AVE. I N it L:.) ` �... -.. �i 4; - ' - ' - I t ----------- - - - - -- I , COPPER I I I 1" COPPER l �: ` I cVts on 1140 1, �� 1132 "� �� 7126 Mo �,] LINE I 1122 S.C. 1 1 (TV) of �J oA BM ttt c+i-' o - !I BM nto o- Tva. z �r I �r 7s7.90 a rn N -1 I 5: 7sa.tD I �� I w TYP. Q �_ I � I ��I ®-" r _ ' j� _. - _ __ _ - _ x- x� _ _ T J ST /N T 5 ,? rt 0 0 O T / 1 z i 20 0' C' n 0.0 1r1 5 GAS _�� o I L ' ' UNE I - C0.20ta I.' CO-Lu 22_- :. - ---- A - - - ------- �---------'�__.� z-3o � \ .. .- - - -- -..............---p 30• o/' I BwavE)- Z W 296.4 L.F. 24" 5T0. 0.46% -- --(ABAN.) .._.. W -W W 33 2 1" COPPER-_..._' P 48 I Q Z 3 Z-34 P-47 Z-32 " P-53 30}00 I 31 OO S.C. 2+16.3 (TV) Z-31 I __ _. 32 00i :0 (AeaN) 3 O6,41 ,. 34 OO _ __35 0 36 00 o 72.7 L.F. 24" STO. @ 0.48% T-1 B-34 I P-50 I Z-5 131.0 L.F. 8" SAN. 0.50% 376.0 L.F. 8" SAN. " .50% ...____ I ; I _ C0.21 B-22 B-35 V-8 ' p-51 P�iOP. 8" WM RELAY ` B-21 I I i I-29_..__._.....___._._._-._.�_.__...... ....._.._.._...... 'I 6 V-g -- --_ 1P -? 0 j 1.31Lo Q e- _ I Z � ) )'l 0 - - x- x- x- x- xx x- x EX LATERAL CONN. FORS* -. (n I �O C0.25 AND 101LATERAL TO MH ZA 540.0' ST N O i; C0.24 WILL BE CREATED IN THE FIELD BASED ON EX ��^`�-''-� I LATERAL ELEVATION 3/4" LEAD j S.C. 2+88.6 (TV) 1P STORM MH (4' DIA) Z-31 STORM MH (W DIA) Z-30 STA. 31+65.20, D.O'T STA. 31+65.97,18.5'LT 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 WATER MAIN FITTING RIM'75596 RIM=75585 24"(E)=748.34 21"(N)=748.38 21"(S)=748.40 DEPTH=6.72' DEPTH=6.87' 758 STORM MH (4' DIA) Z-33 STORM MH (4' DIA) Z-32 757 STA. 32+63.59, 8.5' LT STA. 32+38.88' O,O' T RIM=756.27 RIM=756.24 24-^=747.87 24"(VY)=748.00 756 24"(E)=747.87 24"(E)=748.00 12"(N)=753.00 DEPTH=7.50' 12"(S)=753.19 755 DEPTH=7.65' MAIN CONNECTIONS C0-20 = CONN. EX. 21" STO. TO PROP. 21' STO @ 748.4t -21 = CONN. EX. 21" STO. TO PROP. 21" STO 748.4m CO @ CO-22 = CONN. PROP. 12" WM TO EX. 12" WM CO-23 = CONN. PROP. 12° WM TO EX. 12" WM C0 .24 = CONN. PROP. 10" SAN TO EX. 10' SAN CO.25 = CONN. PROP. 8" SAN TO EX. 8" SAN STORM INLET 1.28 STORM INLET 1.29 STA. 32+62.71, 18.3' LT STA. 32+63.59, 17.2' RT RIM=756AO RIM=756.45 12"(S)=753.10 12'(N)=753A5 SUMP=1.50' SUMP=1.50' DEPTH=4.50' DEPTH=4.50' 754 753 752 751 750 749 748 747 746 745 744 743 . \_..__ ._.---_..... _........................ _....... _._...._- .. . V8__ CL _._.._ ___.._._...._ .._._..-____._.............._____.... __._. Z-32 - PROP. CL I ---._ --- - - ___.__... 1 _ .. - - - _-__........._.........._................._ ------ - _..- ___..__-.- - _._ . _ ..._....__.-_ _ __._..-.___ SANITARY MH Z-4 STA. 34+31.00, 37.0' RT -STA. RIM=757.22 8"(N)=745.60 _-______..........___....._.._-_ - 8"(SW)=745.60'8"(V)=745.30...._.............. 10"(SM=745.60 'SANITARY MH 2.3 34+31.00, 0.O' T - - '.RIM=756.01 :8"(E)=745.30 i8'(S)=745.30 . - DEPTH=10.87' (DEPTH=9.96' ....._._..._...--____....._............._._........__._L_._.._ _-._..........._.............____.....__...._....._.__ ..._... ._. �........-. __ __ ._.-__..___ .. __ .___.__.._._____._. - __._..___._....... .._ --- ..._.-..__.__................... . _.._..................._L....-_.._........._.___...._.-...._..._....____ 72.7 L.F, 24" STO, ° 0. PROP. 8" VVM RELAY , 296.4 L.F. 24" S__ @ 0.46% '. . , SANITARY MH Z-5 STA. 33+00.00, 0.0' T RIM=756.53 DEPT745.96 DEPTH=9.82' � i 131.0 L.F. 8" SAN. @ 0.50%- I - --_... ........ - --- ----� 376.0 L,F. 8" SAN. @ 0.50% - _--� � 31+00 31+50 32+00 32+50 33+00 33+50 34+00 SCHEDULE T-1 = 12°XB" TEE STA =32+20.1, 8.0' RT 758 B-35 = 8" 45° BEND STA=32+26.1, 8.0' RT B-34 = 8" 45' BEND STA=32+28.5, 8.0' RT 757 V-8 = B. VALVE STA=32+31.0, 8.0' RT V-9 = 12" VALVE STA=32+20.2, 16.0' RT B-21 = 12" 45' BEND STA=32+20.2, 13.5' RT 756 B-22 = 12"45* BEND STA=32+20.2, 10.6' RT B-23 = 12" 45° BEND STA=32+19.8, 13.7' LT 755 B-24 = 12" 45° BEND STA.=32+19.8, 17.1' LT V-19 = 12" VALVE STA =32+19.7, 21.5' LT 754 PIPE SEGMENTS P-47 = PROP 12. WM RELAY 753 P-48 = 26.1 L.F. 24" STO. @ 0.48% P-49 = 9.8 L.F. 12" STO. @ 1.00% 752 P-50 = 25.7 L.F. 12" STO. @ 1.00% P-51 = 37.0 L.F. 8" SAN.@ 0.80% 751 STA. 8" W.M. EL. (TOP) 750 32+20.1 (TEE) 746.28 32+26.1 (BEND) 746.28 32+28.5 (BEND) 748.92 749 32+26.1 (VALVE) 746.28 STA. 12" W.M. EL. (TOP) 748 32+20.2; 17.8' RT (CONN.) 748.99 32+20.2; 16.0 RT (VALVE) 748.99 747 32+20.2; 13.5' RT (BEND) 748.99 32+20.2; 10.6' RT (BEND) 746.45 32+20.1; 8.O' RT (TEE) 746.45 746 32+19.8; 13.7' LT ( BEND) 746.45 $2+19.8; 17.1' LT (BEND) 749.27 745 32+19,7;21.5 LT (VALVE) 749.27 32+19.7; 22.5 LT (CONN.) 749.27 744 743 34+50 35+00 N0. STATION BENCH MARKDESCRIPTIONS PT ONVD 88 DATUM ELEV. PLAN DESIGN INFORMATION - - PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM &WATER MAIN DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 10 32+41 HYDRANTTAGBOLT TYLER&SAWYER 758.10 DESIGN ENGINEER SANITARY/WATER:MWN TYLER AVENUE 11 35+50 HYDRANT TAGBOLT 1126 TYLER AVE. 757.90 DESIGN ENGINEER STORMCIVIC FROM N. SAWYER ST. TO STA. 35+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 27 OF 45 I I 1 I 1 I O I f I I 1 I TYLER AVE. LINE I i I I I I I I I I Z ( Z I ( Z I I I II NE I m n n m LINE t n UO+p�J Q p ip 101 1740 II 1136 o�i 16 pJQri n`O 1056 1pI + + I I rxn 50.0' �0 0' cnn 50.0' vrt Inn 50 0' v» 50 ttP. 2 ntn 50.0' y\ 50.0' n vi 50.0' cnn I 7YP. 1 - I I '' \I ' Z-36 50.0 Inn 0.0' Inn 0.0' m I.34 P-60 I-35 -- - l ST ^_ : { ST T ^'. ff"` T T ST I' T f ST ST 9IP -• `(-.� 757.90 I jFj IP T 7 T - - - IP J P-57 Imua�E I- 2 -..__ .._.. ..._ _ _ __......-_ A ::+ A P A - .-. -...__-. .. .�........ ..._._ - ___`J. SAN - -_ , S -1:7 _._. (ABAN.) 5 - •S -0 ,_:. BM#12 SA� (ABAN.) .. ., I SA),J 5675 � ..: 1. 1 '� 132 I /.•' :1 f R ..\'` n[mme 37 _- �' - ABAN. - ........_.. .._ .___ _._- _ •,- r,...-(ABAN.) __ W ..- W .......:._-.. .... _. .. P 2 _ .... ._ ...._._- W ..... ....................._ W _. ..._.-...... _.......- __. ,.. 256.4 L.F. 24" STO. 0 0.50%- :...::.3. :. _ _.-(ABAN.)=... ... ._..... -___ P•jq P-56 - O - - - - - - - - - - . - - - - - - - - - - 3- L.F. 54" STO. 0.30% - - - - - - - - - - - - - - 34 00 ._. ._ - ...35 0 36 00 37 38 0 39 00 333.0 L.F. e" SAN. @ 0.50% 40 00 GAM GAN0.50% 376.0 L.F. 8" SAN. .So% _: P-55 T-4 I 6-20 I I B-18 15.0 LF. OF iSr CASING PIPE PROP. B" WM RELAY P•51 " &0P. 8" WM RELAY ;; V-7 - - __-_ - -_ V-6 B•19 I I t B-17 A - - _ - - - ........._......_._...-.__..._.-......__._ -- ._ _ . _...._ __._____. __._....._ IP - - - - ...�4 I � 131 Q - t � - �i� O `t � P•5 �� O S 1 (aBAf+.)AN� I SAN .. � O �.._ �_... 1..._ - -�- . -- -- ;t -- - - - {I`-(• ,\aS, - f--� 50.0 IP __- __-_-_-__.__.__ - 1S-CASINGPIPE (,{ I 15.O LF. OF- `, j Z 4 - f'� S' 540.0 C0.24 C0.25 I rl Z-38 GAS � ^S J UNE J I J ` .IiLOREo'G -6� 4�. o051055 }704% 9 �o I M+ V1 I VI N x 1 I I c 1 I I CAS I LINE I N 1 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+5039+00 STORM MH (4' DIA) Z-34 STORM MH (4- DIA) Z-35 WATER MAIN FITTING ER STA. 35+60.00, 8.5' LT STA.38+16.37, 8.5' LT (II SCHEDULE RIM=755.04 RIM=754.73 24"(W)=746.50 24 "(W=745.21 756 CL_ __._. 76 24"(E)=745.21 V"7 = 8"VALVE STA=38+03.0, 8.0'RT 12"(N)=761.82 12"(N)=751.57 755 75524(E)=748,50 T•4 = 8"X 6TEE STA=38+06.8,8.0' RT 2'(S)=751.64 12"(S)=751.41 p i Z-35 �'' "`� - Z-37 B•20 - 8" 45° BEND STA. 38 43.00, 8.0' RT DEPTH=7.79' DEPTH=8.77' = 8" 45° BEND STA. _38+48,O' RT B •19 ., B STORM MH (4' DIA) Z•36 STORM MH (8' DIA) 2.38 754 STA. 38+59.61, 35.0' LT STA. 38+60.74, 44.9' RT 1 ..- .. -.__.._._____.__.__.__....._..._.............. .__._..._____.._-._ ._.._..-_. - _._.._._-_......__._....._..__._..._...........__._- --_..__.._.___-_ ._._..._._-_.....___._ _ __... _.... .....__...__---_-- _ _._. -_ .._--.__._ ._ .___ 754 B-08 = 8" 45° BEND STA =38+74.5, 8.0' RT B-17 = 8" 45° BEND STA=38+81.0, 8.0' RT RIM=754.79 RIM=754.83 753 - __ --- L _ _ _ ._._....._ _- 753 V-6 = 6" VALVE STA=38+06.8, 10.8' RT 18"(S)=746.70 54"(N)=745.00 .- . H 3 = HYDRANT STA =38+0 3 0 RT ' 12"(VV)=751.43 54"(S)=745.00 I 12"(E)=751.55 DEPTH=9.08' 752 _.._......._._. -.__. ......__._� _. __. _ . _ ._._._- _.__._..... _......... - __ _........._...._.._.__....._. --__..._-..._.._...._._----........__.....__.---_-__..-_ ......_ _...-._._._-- ...._... ____......_..----____-- ._ �_ _ - --_---.-.__..--___ _-- -- 7s2 PIPE SEGMENTS DEPTH=7.34' I P•52 = 7.5 L.F. 12" STO. @ 1.00% P•57 = 26.5 L.F. 18" STO. @ 0.75% 751 STORM M.0 Z85 STORM INLET I.31 --- --� - - - 751 P-53 = 24.5 L.F. 12" STO. @ 1.00% P-58 = 53.4 L.F. 54" STO. @ 0.25% P-54 = 7.5 L.F. 12" STO. @ 1.00% P-59 = 25.0 L.F. 12" STO. @ 1.00% STA.754.8400, 8.5' LT STA. 35+.89 16.0' RT R'(N)=7.89 P-55 = 24.5 L.F. 12" STO. @ 1.00% P-60 = 7.0 L.F. 12' STO. @ 1.00% I 24"(N/)=745.00 12"(N)=751.89 750 24 (M 745 I 750 P-56 = 43.6 L.F. 24" STO. @ 0.48% P-61 = 11.0 L.F. 54" STO. @ 0.25% 54"(S)=744.87 SUMP=1.50' 54'(E)=744.87 DEPTH=4.50' 749 749 18"(N)=746.50 -- - ---- -- --------- ---- - DEPTH=9.22' . , , - T-4 B•zo O _,.- :.' ' STORM INLET I.30 STORM INLET 1.33 74e ' ' PROP. 811 WM RELAY --- • • • • - - - -- - - - - •• • •• • •• • •• • •• • �• • • • • • • - • - -- - •• - - - B-17 as 38+03.0 748.12 STA. 35+60.00, 16.0' lT STA. 38+18.37, 16.0' RT RIM-75-60 RIM-75+16 - - • � .' • . (VALVE) 38+06.8 (fEE) 748.11 747 �� _ 256,4 L.F, 24"STO, •� _ - - _ 747 12"(S)=751.89 12'(N)=751.65 - - - - o � 0 50 �o 38+43.0 (BEND) 741.03 i P-56 SUMP=1.50' SUMP=1.50' I� 38+gg.0(SEND) 743.02 DEPTH=4.50' DEPTH=4.50' 746 .._...... .._-._.._._._-___-_ _- ..._ ......... ...__.. _ - __.._............. - - I _ .__.... .....__ ....._ t ......... ...... .. - -- -- .. - - - - - - ........ .>r _ . _ - - -- _.. . . - 746 38+74.5 (BEND) 743.02 38+81.0 (BEND) 747.37 STORM INLET 1.32 STORM INLET 1.34 745 745 376.0 L.F. 8" gAN, 0.50o/G ( tS.O LF. OF STA. 38+16.37, 16.0' LT STA. 38+34.61, 34.5' LT y 18• CASING PIPE RIM=754.65 RIM=754.68 12'(S)=751.65 12"(E)=751.68 744 ...-...._.._-_.-........._.___._.... ._.._.__._._. --..--.---._..._.._. --_-..-.--._.--`_._.............._-_..._.I--.._-_-....--. , 15.0 LF. OF -�--- - 18' CASING PIPE 744 SUMP=1.50' SUMP=1.50' DEPTH=4.50' _ . 743 SANITARY MH Z•2 raSING PIFE INFO _ . 743 ------ - -- STA. 38 07.00, 0.0'T STA-U+S2m. - CASING PIPE INFO. INV. EL. =]42.]8 742 ---_._.....___._.._.._.._.._.__.........._._-...I'-----.__..._.___...___. ......_____..........._.._.-._..........._..._._-_ .___.____._._....__-......._..-...... ._.._._..........._.._......_...-__-..___._...___.-`...__._._..._-8"(E)=743.42-.__--...._._--........_......_.....__........._. RIM=754.85 B-19 It1V. Et..=74230 ... .........._- _ g1g _......._...._........._..._ 742 CASING PIPE INFO. CASING PIPE FIFO. STORM INLET 1.35 I 6"(PTH= STA. 38+66.60, 35.0' LT RIM=754.62 DEPTH=10.88' 0.6 STA=]8+52.T4 INv. EI.=]ms4 STA.=58+57.14 INv. EL.=]4rs4 741 12'(VV)=751.62 SUMP=1.50' 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+0747 0 DEPTH=4.50' BENCH MARKS- US S A D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM &WATER MAIN N0. STATION ELEV. DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 TYLER AVENUE 11 35+50 HYDRANT TAGBOLT 1126 TYLER AVE. 757.90 DESIGN ENGINEER SANITARY/WATER: MVVN 12 38+84 HYDRANT TAGBOIT TYLER & JOSSLYN 756.75 DESIGN ENGINEER STORM: CMC FROM STA. 35+00 TO STA. 39+00 zo CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o ap CITY CONTRACT 23-08 SHEET 28 OF 45 6 TYLER AVE, E 0 F,Fn 1 60 W* 0 60 F1.42 1 0 F1.12 F0141FIT1 2 gJ F 1-054 04 1036� F1 .28 F1 020102 F1 F + ++ 00 0 1-34 Z-36 P-6 BM 912 0 (3 (31, (3 Typ 1 ST 1 50.0' 0. (n� - O'D! 0.0 vin 0-11, Ili ui luji 50.0' 06 - ' 1�0.0' 50.0, 5 0r �Flrl / I, P-59 o';T 1 it IIS2t 171 .. Ip # A -1 1 P-57 A �SA� LI S (AB-.) �11 A S ]p(1-36) .). -32 �(AB7M .BM ...... I . - ----- -. ....-.................... ----- - . .-.(.A-..B...A....-.N. _ .37 Z-35 P-56 - - - - - -372.2 L.F. 5V STO@0.36/- - - - - - - - - - - - - - - - --- - - - - - --- ------- 3i2.i C.F754"Sib.0050' 245. L.F. 48"x76 TO.@0,25% 38 .00)'-k�nD .39+0 11333.0 L.F. B"SAN.00.50% 4040 41+00 Z-1 V-29 2 0 40-0 41+00 \1 P-55 T-4 P, PE I P.O"'... RELAY 55 333.0 L.F. 3" SAN. @ I PROP, 8" WM RELAY T-12 0229) - P-63 PROP. 8" WM RELAY V-7 V-6 A . . .... ....... . ...... V-27 . . . ....................... S AN ABAN. S� AN _(ABAN-)--�� u 11 blj HAN It Iq roAN -X-X- X--X-7 lirCASINGPIPE 15.0 LF. OF Et -I, L ST T_ ST F ST ST 100.0' .0 50.0' 50.0 50..19 TYP� (D--/5o.o' H >m P 61 Typ. -S GAS ui LINE o, LINE .27 _�Fi .59 -10 Fl- F1.23] 1.55 Ei '6,z F F1 1 0.7 F, D" PE WCw• o' + n+ :2 0 +n n n + 0 111111111C (3 6 d ci 6 - (n 'i L vi V) ui ui vi 0 vi Cal 0 39,00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 WATER MAIN FITTING 755 755 SCHEDULE T-12 = DEFLECT STA.=41+82.0,8.0'RT 754 754 H-9 = HYDRANT STA.=41+82.0,23.0'RT V-29 = 8 VALVE STA =41+78.7, 8.O'RT V-27 = 6: VALVE STA*=41+82.0,10.9'RT 753 .... . .......... ........... . .... . L! PROP. CL . . . . ... . ........ ............. .... . ..... ..... .................... 753 V-28 = 8' VALVE STA.=41+84.9, 8.9 RT T 752 --------- -(V---29) V-28 752 PIPE SEGMENTS P-62 = 7.5 L.F. 12"STO. 0 1.00% 751 . . . .. ........... . . .......... . - ----- 751 P-63 = 24.5 L.F. 12"STO. @ 1.00% j 750 750 i --------- STA. 8" W.M. EL. (TOP) 749 749 - - .. . ........ . ....... J . . ..... . .......................... .. . .... ....... . ..... .................... . ....... . ............. .. . . ..... . . --- 41-78.7 (VALVE) 745.69 -7- 41 +82.0 (TEE) 745.57 748 748 41+84.9 (VALVE) 745.57 - 7 L. 48"x7 •2 747 245.0 747 STORM MH Z-39 STORM INLET 1.36 STA. 42+32.23, 8.5'LT STA. 42+32.23, 1 6.O'LT •"STO PROP. 8" INIVI RELAY J1Z.Z L.F. 54" STO 0.30% 746 • Q 0.25% 7 746 RIM=751.87 RIM=751.72 54'(W)=743.75 12-(S)=748.72 . . . . -x76'(E)=743.75 48 SUMP=1.50' 745 Z_ 12 (M=748.64 DEPTH=4.50' I 2:(S)=748.48 DEPTH=7.37' 744 744 STORM INLET 1-37 ..... STA. 42+32.23, 16.0' RT RIM=751.72 743.. L.F.18"SAN. 0.50 60 ..... . ....... ........... 743 12-(N)=748.72 Mm�_ SUMP=1.50' 742 - - 371.9 L F. 8" SAN. @ 0.5o% 742 DEPTH=4.50' -I SANITARY MH Z-1 741 . ...... . ............... ..... . ... . . .. . ......... ........ .. STA. 41+40,00, O.O'T RIM=752.42 .... ........ 741 . . .. .... 740 8 :(E)=741.76 8 (VV)=741.76 740 DEPTH=9.91' 1 739 739 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43,00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE By SANITARY STORM & WATER MAIN 140. STATION DESCRIPTION ELEV.- DESIGN DATE T-DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 1 TYLER AVENUE 12 38+84 HYDRANT TAGBOLT (cD TYLER & JOSSLYN 756.75 DESIGN ENGINEER SANITARYMATER: MWN 13 42+82 HYDRANT TAGBOLT @ 1024 TYLER AVE. 754.15 DESIGN ENGINEER STORM CMC FROM STA. 39+00 TO STA. 43+00 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 9 29 40 CITY CONTRACT 23-08 SHEET 29 OF 45 TY L E R AVE ■ l! I FIBERD GAS M Z j LINE�W Z u: 1016 1012A o o y < ■ a � I ( alp I w I r'i 'no i + 1028 I 1024 �N 1020 rr1012 +u. + o f F1006 O a ci I `Lci d v r�i vi 50.0' ( - - - 9.0_ _ _ - - - - -�tQ 0..0.E _ _ I 0.0' �' T`P• 2 l v 100.0' I O SEDIMENT LOGS EX. CHAINLINK FENCE 53°x83^ STORM I o 5 W% OINT TIES, CLAY BEDDING YBR BM#13 I ST j ,__ ST Zr .. _._ ._. ._i� \._ _ _ .... ... _/ ro BACKFILL T i i 754.15 •� .. _. __ _ _ _ 6 i `g.1g CASING PIP ___ - - - I,■-JI 9 X. ... �c ac "X 1 I A "'` B-15 15.0 LF.OF 24-CASING PIPE ,I SAN SAN (ABAN)- - S N �'-Si1N - I-40 9.� , tP 1.36 •.:a A � �� 3! X•35 �. � ...._.....__P-62 - - ____ ....... P-64 .. ' STO. 0 O.JO o O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 245.0 L.F. 48"x76 TO.0 0.25% _ _ _ _ _ _ _ _ _ _ _ _ _ _ O V P-68 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ I rr t 227.3 L.F. 53"x83" STO y.2g _ p Z-39 QO __ __________ ________ _00 __ _ __ __ _ - - 46 00 ( ) r, S 47t00 4 0 ZJ10 g.1 _ . " � V \ fiEuo�E ;• ABAN. ? (ABAN.) T-12 -371.9 L.F. 8" SAN. 0.50% PE5 B-13 A-4 -•' STO. MH TO HAVE V-28 P�3 PROP. 8" WM RELAY T-3 V-3 V-0 _ _---o'er ! � _ 6° CH TO H T•2 Cp V 5 P 75 =s; b r V 2 `t tom) ....._.... 10.0, ._- . _ �(ABAN.) 0 / D Ip n ;,-:S._.! l.-J "" CONTROLURINE MAT - -.. -... -- _ _ _ _ - - _. __ I,-v _. -... _ _ __.._1-15 P•689 1-14H-2 PHO,iP-6- _T _ _ ST i-.l�r (1 T T".� i R-3 iTIP. I 50.0' 100.0' 1 50.0' 50.0' iP X•34 1P Z l I _ •Y ► O: W O _ tf] jl 1027 I 1023 vp a \ 1019 GAS 0 1007 \� MN I N M UNE I w± I '7O jI Q U I ti I NU U N I N I N I N J F- 1Ico•ta I 1 I I 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 WATER MAIN FITTING STORM MH (4' DIA) X-34 STORM MH X-35 STA. 97+65.53, 10.0' RT STA. 45+22.65, 10.0' LT RIM=751.03 = 5 64 RIM 7 0. 752 18"(N)=746.74 30"(N)=743.02 12"(VV)=747.87 53"x83"(E)=743.02 12"(E)=747.77 48°x76"(VV)=743.02 751 DEPTH=3.55' 18'(S)=746.51 DEPTH=6.87' 750 STORM MH Z-40 STORM INLET 1.14 STA. 44+77.20, 8.5' LT STA. 97+65.53, 16.0' RT 749 RIM=751,02 RIM=750.83 48'x76°(W)=743.14 12"om=747.83 48"x76"(E)=743.14 SUMP=1.50' 748 12"(S)=747.63 DEPTH=4.50' 12"(M=747.79 DEPTH=7.13' 747 746 STORM INLET 1.16 STORM INLET 1.38 STA. 97+65.59, 16.0' LT STA. 44+71.22, 16.0' RT RIM=751.13 RIM=750.89 745 12-(E)=748.13 12'(E)=747.89 SUMP=1.50, SUMP=1.50' DEPTH=4.50' DEPTH=4.50' 744 743 STORM INLET 1.39 STORM INLET 1.40 STA. 44+77.20, 16.0' RT STA. 44+77.20, 16.0' LT 742 RIM=750.87 RIM=750.87 12"(M=747.87 12'(S)=747.87 12"(VY)=747.87 SUMP=1.50' 741 SUMP=1.50' DEPTH=4.50' DEPTH=4.50' 740 739 738 737 736 735 734 - - - - - EX. CL !------------ PROP. CL L.F. 8" SANITARY MH A-4 STA. 98+00.69, 0.0' T RIM=751.10 12"(S)=735.56 12"(M=735.56 8'(VV)=739.90 8"(W)=736.06 DROP 8" (N)=3.84'- DEPTH=14.80' .3 SCHEDULE 752 T-3 = 8" X 6" TEE STA =44+61.5, 8.0' RT V-5 = 6" VALVE STA=44+61.5, 10.0' RT 751 H. = HYDRANT STA=44+61.5, 23.0' RT V-3 = 8" VALVE STA=97+92.8, 10.8' LT T-2 = 8° X 8" TEE STA=45+04.0, 8.0' RT 750 V-4 = 8" VALVE STA=97+95.2, 8.0' LT B-13 = 8" 45° BEND STA=45+04.0, 3.8' RT 749 8.14 = 8" 45° BEND STA=45+03.9, 2.2' LT B-15 = 8" 45° BEND STA =45+03.6, 22.2' LT B•16 = 8" 45° BEND STA=45+03.5, 26.6' LT 748 V-2 = 8" VALVE STA=97+89.6, 8.0' LT R•3 = 8" X 6' REDUCER STA=97+62.0, 8.0' LT 747 B•12 = 6° 45° BEND STA =97+60.5, 8.0' LT B•11 = 6" 45° BEND STA=97+18,5, 35.9' RT 746 PIPE SEGMENTS P-64 = 7.5 L.F. 12" STO. @ 1.00% 745 P-65 = 24.5 L.F. 12" STO. @ 1.00% P-66 = 45.5 L.F. 48"x76" STO. @ 0.25% 744 P-67 = 45.0 L.F. 18" STO. @ 0.50% P-68 = 26.0 L.F. 12" STO. @ 1.00% P-69 = 6.0 L.F. 12" STO. @ 1.00% 743 P-76 = 6.0 L.F. 12" STO. @ 0.33% 742 STA. 8" W.M. EL. (TOP) 741 44+61.5 (TEE) 744.93 45+01.2 (VALVE) 744.85 740 45+04.0 (TEE) 744.85 739 MAIN CONNECTIONS 738 CO.14 = CONN. EX. 6' WM TO PROP. 6" WM 737 736 735 734 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 BENCH MARKS- US S A D 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM &WATER MAIN TYLER AVENUE FROM STA. 43+00 TO STA. 47+00 N0. STATION ELEV. DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 13 42+82 HYDRANTTAGBOLT 1024TYLERAVE. 754.15 DESIGN ENGINEER SANITARYIWATER:MWN DESIGN ENGINEER STORM: CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 SCALE IN FEET: CITY CONTRACT 23-08 SHEET 30 OF 45 N 0 90.t a N I LL l is h � it I i SEDIMENT LOGS /4.[I]�I EX. CHAINLINK FENCE \ 00 ` \ O I 50.0 L.F. OF 53"x83"' STORM SEWER t`}STALL 41.3 SO. YARDS OF W/JOINT TIES, CLAY BEDDING & ERIP RAP FROM BACKFILL OUTFALL TO DAYLIGHT \ � TURBIDITY BARRIER 0 / 227.3 L.F. 53"x83" STO.O 0.25% i « r-�� 1 �� <, 90.0 L.F. 53"x83" STO_@ 0.25% - - - - c.- - - - - - - - - - - - - - - - - - -t - - - - - - - - - - = - -_ - .. 46 OO (A6AN.) 47 OO (aeAN) -..._ ... 4 0 49 00 .... )STO. MH TO HAVE -"'— ' B- _ — _ C _ — — _ _ .— — -- — — _ _ _ _ _ _ _ _ — _... _ '.�. _ _ _ — — _ __. _ ._ 6" CASTING` _ — \ _ _ _ — \` __ _ ! 1 ENDWALL OUTFALL EL. = 742.23 j�( \„ter 141.4 S.Y. OF EROSION CONTROL T MA \ ^J WITH EXCAVATING ` WORK ASSOCIATED LAYING THE PIPE FROM THE OUTFALL \ AND TO ROAD SURFACE, INCLUDING RESTORATIONS SHALL BE COMPLETED IN ONE WORKING DAY. \ WORK IN THIS DOES NOT INCLUDE PREPARATORY WATERWAY. , 10.14 ~ \ �I \ 47+00 47+50 48+00 48+50 49+00 49+50 750 749 748 747 a a x<yy . • .. 746 .. 745 t 744 �=-{ r•-• 743 742 SECTKKIAA' 741 739 STORM SEWER OUTFALL NOTES 738 50.0 L.F. OF 53"x83" STORM SEWER W/JOINT TIES, CLAY BEDDING & BACKFILL— Z-41 i - EX. SURFACE --- SUMMER TARGET WATER .__._..... ...__......_.._____ _ .t_. _-._ __......—_.__._GLEV_a.Z47.55#--_._ _._. _. 227.3 L.F. 53"x83" STO. @ 0.25% 7 90.0 L.F. 53"X83" STO. @ 0.25% � j �. _.....—........-----.............................._.._........_..__.._.._ .._........._ STORMMH Z•41.......... _... .____..._.........................--- ...............__ ---_._......__-....... ...-.----. _....... ___..._._. _. .o STA. 47-50.00, 10.0' LT RIM=748.96 53"x83"(Wp742.46 53"x83"(E)=742.46 DEPTH=6.51' -- ENDWAL OUTFALL EL. L 742.23 _ INSTALL 41.3 SO HEAVY RIP PJ YARDS OF P FROM OUTFALL TO 7LIGHT PLATE %DETAIL. CONtRAOTORTOSUPPLYAPRONEN ALPL M 47+00 C ERMN FOR HORIZONTAL ELIIPTi TO EOX PIPE ENO'h L 47+50 48+00 48+50 49+00 750 749 748 747 746 745 744 743 742 741 740 739 738 49+50 N0. STATION BENCH MARKS - LISS A D88DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM &WATER MAIN DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 TYI.ER AVENUE _,. DESIGN ENGINEER SANITARY/WATER: MWN DESIGN ENGINEER STORM: CMC FROM STA. 47+00 TO FOX RIVER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 23-08 SHEET 31 OF 45 o r\ I .�.5.;_ _-_ _ _ -_-_-_-__--_-___-_-_-_-_-_- \ � •� A X-40 10t2A VAN BUREN AVENUE \ ,0,2 0 v �v C i 7 \ v N S BM a 7 LOCATE AND REMOVE 119 IP IP B-27 V-13 `-f \\\ X 39 �\ REPROVE TREE \ 750.71 GUTFALL PIPE. W IMPLEMENTTURBIDITY CO-18 V-12 CO-16 P-39 X-37 B 31 J ` \ BARRIER If NECESSARY. B•33 B-32 p-40 \\ ` SAN ;: SAN SAN P-45 x•5 \ I - - E - - - - - - - - - '-' - - 70 00 .... SAN X-3 SS s . • 71 00 CO.19 � I � _\ O R 0 P-41 R I ` EMOVE STORSEWER FROM STSTA.72,12 TO STA 74a07 M N. OF EROSION MAT — I &26 X-36 P42 117 Q IP IP 3 \ i B-z5 a ' H•5I i V-11 T-5 •':.. O SEDIMENT LOGS `\ 1013 I i 001 j Q V-10 i o ( W \ i E j WLi x \ �+ E ON l \ I i ---------- E---------- I o I I I i NO. STATION BENCH MARKS - US S A D 88 DATUM ELEV. PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY, STORM, & WATER MAIN DESIGN DATE DECEMBER2022 ISSUED FOR CONSTRUCTION 03/03/2023 ABANDONMENT OF VAN BUREN 8 101+17 PK NAIL ON POWER POLE BAUMAN & VAN BUREN 750.71 DESIGN ENGINEER SANITARY/WATER: MWN DESIGN ENGINEER STORM: CMC AVENUE OUTFALL 0 20 4o CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 32 OF 45 CONDUIT SEGMENTS 11 - - - - - - - - - - - - - - - - - - - - 0 P.1 . 5.3 L.F. OF 3"CONDUIT - ------ to 'I i I ARTHUR AVENUE P .2 - 7.3 L.F. OF Y COND uIT P-3 - 6.2 L.F. OF 3"-CONDUIT I COPPER f- uj g g 6 F1,F, 1 P 112 13q 6 6 F11111 F1 121 �2 1116 is 12 F, 106 + + ++ S.C. 2+74.0 (TV) _t 1° COPPER j 6 ui 50.0' 6 1 50.0' 50.0' 50.0' 0, 50.0' '1 500 i;�- Sow 500 -------- N P-, m - - Ul t2 <�2 U'r T P PB_1 n P-1 188.3 L.F. OF 3' CONDUIT 193.3 Q. OF Y CONDUIT- P-2 -16?.6 L.F. OF 3- C NYYIT-, I1' III m Ji . r I-LB-1 Nc ....... . lo ..... . .... . . . . . ...... . ...... w . . . ..... ..... LB-3 . . . . ......... F7 00 )-4 _1 OoL 0 14+0) 0- - 1;,y Z+00 6 17+ 1 . ..... . . .... --- - -- - - ---- -------- - ----_--_- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1" COP ER ....... . . . . . . . . . . . . . . . . . . . . . ......... . . o? G-- G-_ G G S.C. 3.5 �TV) 0+1 STRUCTURES G_ G G G_ 0 G d ................ . ...... . .... 0 =I--- P:-i - 18' NON CONDUCTIVE PULL BOX - STA. 12-56.21, 27.1, LT---- PULL �i" - I J 41-OU jl+ P -2 - 18" NON CONDUCTIVE BOX- STA. 14+44.51, 27.5'LT L dTA. i7.7'LT - - -ft -H- F 44 - 10 Lj P�13-3 - 18- Eib� - 16-37k, _N[ON CONDUCTIVE PULL . . , . PB-4 - 18' NON CONDUCTIVE FULL BOX - STA. 18+07.50, i7 3' LT - 1 . . / 60.0 60.0 50.0 5 50.0, 50.0' 50.0, 50.0 100.0, PB -5 -18' NON CONDUCTIVE PULL BOX - �fk 18485.12, 27.4'LT �-I LINE 0. Irf ! 4s: PB-6-18*NON CONDUCTIVE PULL BOX - STA. 20+12.34, 27.4' LTO PB-Ipp�-jTn� CONDUCTIVE PULL BOX - STA. 31-97.68,578.9 LT FI 127� 121 117� 0', 1� n', NO F1 113 147 41 - F1 F1 Fioj F1 Ell I "12+k44,'?2.4`L'T�_ on LB-i - TYPE 5 BASE- STA. LB-2 -TYPE �BASE - STA. 14+45.47,19.T RT i LE-35BASE d S q "THE SCPPE OF THE WORK SHAIA INCLUDE ALL UOERGROUND CONDUIT AND PULL BOXES; UNLESS vi -TYPE -S .16+37.1)6,26.+4-LT LB-0-TYPE 5 BASE -STA. 18+11.43,19.6'RT OTHERWISE NOTED I" COPPER "SCOOTER[' ELECTRICAL DESIGN IS ONLY A APPROXIMATION OF LOCATION. CONTACT DAN KUSSMANN LB-5 - TYPE 5 BASE- STA. 18+85.41, _j LB-6 -TYPE 5 BASE - STA. 20+14.67, 18.8' RT FOR F� E LCD PLACEMENT. E N T 1379-1127) S. . P" 'N E IS A U.N t ALL ROAD PAVEMENT T L - .21 N T�ALLELRW. N SCH �C04VC MAY BE )T UNDER ROAD PAVEMENT I THE Y OF OSHKOSH" SHALL INSTAtLc ALL SIGNAL POLES AND CONTROL CABINETS -FINISHO GRADE FOR COMMUNICATION YAULT & PULL BOX SHALL 13E DETERMINED IN THE FIELD BY j q THE ENGINEER ARTHUR AVENUE mj Lu g Lu IIn q 1q, n + -106 o 1 =1.2 F1 122 11161 F1 1121 c+' F -I uio 00 F-1-4 .81 1034� .24 1�1-1 F1 D1 Flo + 6 F +_, i +_, _+ 3 on bU.0 50.0 50.0' win n vi 50.0' nm 5 .0 6 i 50.0' no 50.0' 5O.Q, 50.0, van vin 7 .. ......... . lit i IF tzi L OF 3" CONDUIT .. ...... .. B-5 P -1 IoUIT I Y_ _i6g.6 L.F. OF 3- cqN601T . 78.0 I 126.8 L.F. OFY IT + -131.7 L.F. OF 3"CQNI)UIT- f -199.1 L.F. OF GED LU- .......... . . ....... LB-3 . . . . ............... . - w 17+1 1 18+00 ?DL+ a . .... . LL J cli A ..... . . ..... . . ..... A . . . ........... . . ............. . .. ........ G- __j - ------ - . . ... . ........ G G L i L GAS tj UNI� di 50.0, 50'. 50.0' 50.0' 50.0' 50.0' 50.0 500, 50.0' 50.0' 6� c� Nd'F1 121 1103 F1 117 ED F 1 103� o" n" o6 F1F1 021 037 027 1 Ti F, -�E +n + o F-1 105] 6 c3 d d ui ui vi vi (3 y w vi w ui w + c! . . .... . ..... BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE By ELECTRICAL PLANS ARTHUR AVENUE 0. STATION DESCRIPTION ELEV.DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/0312023 DESIGN ENGINEER SANITARYMATER: MWN DESIGN ENGINEER STORM: CIVIC FROM N. SAWYER ST. TO STA. 21 +00 0 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 33 OF 45 STRUCTURES P� CONDUIT SEGMENTS A RT H U R AVENUE ` v P 4 = 7., L.F. OF 3" CONDUIT \\ \ \ \ �\ RIE-0 PB-7 - 18" NON CONDUCTIVE PULL BOX - STA. 21+51.06, 27.7' LT y` \ \ \ \ P NE,, LB-7 -TYPE 5 BASE- STA. 21+50.83, 20.6' LT \ O LB-8 -TYPE 5 BASE - STA. 22+87.90, 19.3' RT �-+- 1030 �� 1024 1018 N� + 1014 1008 JM I NJ I NJ I nvl 50.0, I .vir� bb. 50.q 0 50.0, vin Wl ! PB-6 I _ _ I .......• P67 .. y.. j PB-8 _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ - - - _._._..._....__ _-__- ��` rrrUUU 128.8 L.F. OF 3" CONDUIT 138.7 L.F. OF 3" CONDUIT 99.1 L.F. OF 3' CONDUIT TRAP _..... .... ........ ._.....-- ._....__._..........__ _._..—.....— —_ ..._.. \ \ m .......... _.0::::::.::::...:._—::_:::—._ —_:. __.....:.. .. _ _ UIN w m �\ C BIED 0\ p .....g4m 2 0 24 00 25 00 25 16 ` N CO !D - - .......---.—._............_._ — --... - --�---...—....--.----- ..__._..—_._.__.._............._......-.. ......_..._.. e J ULO-TRAP - • �/ \ ��\` ,, G - - 9 ------------------------------ { 50.0' S0.0' 50.0' LINE 100.0' 17150.0' 50.0' �a I W: 1 I �rn rr Q n++ +10 77 1023 1�+ 1003 103 1009 � .w o 17 N N O \\ \ 1 I I 1 1 1 \ \ I 1 1 i I I •\\ - � \ I I I I _7' I I I I N 1 I 1 \\ \ \\ ¢\ T BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 ARTHU R AVENUE DESIGN ENGINEER SANITARWWATER: MWN ADD #1 BORE AREAS ADDED 101/05/20231 CMC DESIGN ENGINEER STORM: CMC FROM STA. 21+00 TO BAUMAN ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 23-08 SHEET 34 OF 45 Lu 08- 41-4 gggg — - — - — - — - — - — - — - BAUMAN STREET Ld nP L 3/4' L( S.C. 0+60.5 %J D-�"7 0_5 FT15 10I: 120.0' 18-22 L I 120.0' 120.0' 47. F YC CONDUIT 120.0' I 120.0' OF 3 . . . ...... . .... . .......... . . . ........ . .................. . . . ........ . . . . .. . .............. . NE .... ...... ................. . ..... . ........ .. . . ............ . ... ......... . . . . . . ......... ........ .......... . . . . . ..... . ..... O_ SS' 7 . ...... ... .............. in r! +_J 94+00 9 0 96*20111:: 97 00 98m _99MNOD_ Al N > . ......... 7 ...... ... . . . . ............ 1538 OF 3" CONDUIT . - B-24 P-15 FO FO W�212A P-10 OF FO PB-1 01 FO 3,5, PB-17 _w _w 17 A TE11 �T(_,Hf�-171F d T SURE VACATED RIGHT—OF—WAY F. 4-4- If T T T BURIED L.F. OF Y CONDUIT 'ACATIET) RTr3F1T—r1r—w H''T' PT 0 ffNSE PHONE F 9 uj Flo.] Luti 240.0' >0 240.0' 0+ 1"3.Al -------- --- Gl = T 71,E BAUMAN STREET 120.0, \4 o 40. Z, 4 t S.C. 0.3 4 Ale ... ....... BURIED GAS COD BLOW I Fo SPA STRUCTURES 3. \4 CON8 f- LB-25 0 p .17: 18'NON CONDUCTIVE PULL BOX: STA. 95-35 30,27: - RT P-16 P:-22 - 18' NON CONDUCTIVE PULL BOX - STA. 61+59.41, 27.2' LT P:.24:24 : NON CONDUCTIVE PULL BOX - STA. 98+23.17,27.6' RT PB-25 P .25 24 NON CONDUCTIVE PULL BOX - STA. 100+32.23, 27.8' RT ci --- I I P13-16-1 - i8-'NON CONDUCTIVE PULL BOX - STA. 45+39.04,.129.9'RT --- - — ...... CONDUIT SEGMENTS LB-16 - TYIPE 5 BASE - STA. 44+65.47,19-4'RT vu LO.17 - TYPE 5 BASE - STA. 95+20.09, 32.4' RT LB-22 TYPE 5 BASE STA. 61+59.89,21.2'RT - - 240 .0, P-1 0 =I 6.0 l OF 3' CONDUIT LB-24 -TYPE 5 BASE- STA. 98+20.93,21 f RT P-1 5 = 6il OF 3' CONDUIT LB-25 - TYPE 5 BASE - STA. 100+18.77, 22.1' RT P-16 = 14.6 L.F. OF 3" CONDUIT, LB-1 00 - TYPE 5 BASE - STA. 45+32.37, 130.0' RT - -- - P-100 = 6,7 L.F. OF 3"CONOUIT 011) BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 1 ISSUED FOR CONSTRUCTION 03/0312023 1 BAU MAN STREET iNO. — DESIGN ENGINEER SANITARY/WATER: MVVN DESIGN ENGINEER STORM:CMC FROM STA. 95+00 TO STA. 103+00 20 40 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 35 OF 45 COOLIDGE AVENUE ci wm ce w + + m F,---,-il 0 ate�! 1+ U) ci .0 (ti Y: ca 3� li 100.0' 75.0' 75.0' PB-17 v C ........ 1 682L.F DUiT..................................................... ....... < .3... . . X—V 10 — 227.6L.F. OF 3"CONDUIT188.7L.F. OF3"CONDUIT - PS-22 - 18"NON CONDUCTIVE PULL BOX-STA. 61-59.41,27.2'LT ... . ...... . ..... — — ---------- T— B-1 7 50 I li, LB-18 \ 0 /Q w w— W— — w 'n 60 00 I 6� Il. -..y 63tOO 6 ±0() qAbl 61+nn SAN qAN Ty SAN ss — ss! /ly S J SS SS ss- --7SS _SS . . . ........ — - --------- T G T G T 1 T 11 7-- 0 15�4 . ......... . - ------- -- - --------- T (L�22� - ------ FO BUR] GAS -.-1 . ..... ........... - —T 50.0' 50.0, 50.0, 0 i:) PHONE ff 85.0' 6 of + F -151 1.05 21 897 (3 l (3 (A OZO U-0 ---- - - . . ..... + C. STRUCTURES CONDUIT SEGMENTS COOLIDGE P.17. 8" NON CONDUCTIVE PULL BOX - STA. 95+35.30, 27.6'RT AVENUE P-10=16.01-f OF3 CONOUT P-1 1 12.3 L.F. OF 2: CONDUIT p:'18 - 118. NON CONDUCTIVE PULL BOX - STA. 64+53.03, 27.1' LT PB'19 -18. NON CONDUCTIVE PULL BOX- STA. 66+76.68,16.2- LT P.50 = 10.2 L.F. OF 3"CONDUIT PE•22 -18'NON CONDUCTIVE PULL BOX - STA. 61-59.41, 27.21 LT LB"17 - TYPE 5 BASE - STA. 95+20.09, 32.4' RT LB-19 - TYPE 5 BASE - STA. 66+81.50, 4.9' LT LB-22 5 BASE 61+59.89,21.2- RT -TYPE -STA. C3 X—; x —X� 97= ff-- X— X— X=.:x OF 3"COND 8X.7LF. OF 3"CONDUIT- C3 LB-18 w w 64:jI,on I y- SAN— 1-13-4 '67 00 68tOO 69t00 69 66 7711! ------ q . . . . . . ........ ................ - ss� - — - ----------- SS I .. . ....... . ............ ---- --- ---- T FO T G ------ ------------ ----------- --FG 4-� 0 U-. .... ------------ 85.0' 6 + ......... . . 10, q R E 1. - DEr GAS 897 —+ 0 Q 95 P**' 0 NE NU vi " LINE I C1 (3 BURIED P.C. - -------- -- 0 + z BENCH MARKS - USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS NO. STATION I DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03103/2023 COOLIDGE AVENUE DESIGN ENGINEER SANITARYtWATER: MVvN FROM BAUMAN ST. TO STA. 67+00 DESIGN ENGINEER STORM:CMC CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 4 1 9 CITY CONTRACT 23-08 SHEET 36 OF 45 STRUCTURES TYLER "E,11 N h I I I I P:- - 18 PULL BOX - STA. 34+65.58, 27.7' RT ... ........ . '_. __ I 10 P 18" NON CONDUCTIVE PULL BOX- STA. 36+56.07,27.3- RT P :4 2 - 18" NON CONDUCTIVE —puulax_ STA. 37-9 9.64, 27.5' RT p .13 -18" NON CONDUCTIVE PULL BOX . STA. 38-95.04, 27.8'LT S,C. I + (TV) E LB- -TYPE 5 BASE - STA. 32+70.68,20.4' LT L13-91 -TYPE 5 BASE- STA. 34+65.31, 20.9' RT I" COPPER LB-1 I . TYPE S.C. 1 PE 5 BASE -STA. 36+54.02,20.2'LT I COPPER CIAS Fl 132] F, co :22:] L +6 0'' Ell INE FEZ] F,_,,_,l L:42 - TYPES BASE- STA. 37+99.45,21.0- RT L -113 -TYPE 5 BASE- STA. 38+88.76,20.4'LT 0' 1 50.0 3_0 mn 500 50.0 IS ) T x 3- S T-1 r6-- —T CIAS LINE In 2 ------------- . . . . . . . . . .. . . . ............ . ....... . ...... ... . .. ..... w I" COPPER 30100 31t00 S.C. 2+16.3 (IV) 0 9=0 35 0 36t00 3 .... . . . ......... . ... . ... ..... .. . . . . . . ............... . . . . . . . . . . . . . . . .......... . .. z CONDUIT SEGMENTS - - - - - - - - - - - - - - - - - - U . . .. . ........ CO-1 P-51 190.5L.F. OF 3"CONDUIT ST 546.0' LLI P-5 = 6.8 L.F. OF 3"CONDUIT P-6 = 6.5 L.F. OF 3"CONDUIT m 5 P-7 = 9.7 L.F. OF 3" CONDUIT P-51 = 19.7 L.F. OF 3' CONDUIT P-62 = 9.7 L.F. OF 2"CONDUIT 3/4- LEAD S.C. 2+88.6 (TV) CAS LINE 5 3 - — - — - — - — - — - — - — - — - — - 0 z GAS 0 TYLER AVE. >0 LINE . GAS LINE Q I E0E F_2 i� Fl 122�I pm F 1 O�l F1 1.2� F_,_l 3E Fl 132 Fl IT2 +2 F + F _1 04ql 0 dll 1 1 1 0 c3a 5 no 50.0' rxn 50.0 500, 50.0. 50.0 no 50.0' cn, Nil 0. on 0.0 on 0' on ST ST ST ST - V /FF-1 �4 j I'd- 9- 1 aT'll tA NE y I PB-13 f I 19,9.9L.F. OF3-,CONDUIT - - LB s L L A LB-13 'T . . ... . W_ . . . ............. . . . . ........ -001-N - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - 13 4+00 35;*0 yl I 36tOO z 0 37;I;W 519 38 - - - - -r - - 39+0 - - - - - - - - - - - - - - - - - - - - - - - - 4 _O + 00 1 GA GAN 55 0 5s ...... ..... . - --------- .......... .... J .... . ............. . .. . . ....... 7 . ........... ....... ......... . - ..... ... . .... ....... . . . ......... .... . ....... . . ......... . . . . . .. . .......... ............ ............................ . . . . . ...... LB-12 123 .. s IN 7. 1�5 139.9 L.F. OF 3� CoNou ....... 3"CONOUfT I90,5L.F. OF 3*CONDUIT- 0 -143.6L.F. OF 3"CONDUIT r- . . . ............ .... PB-10 x--x--x _x Ll - i r7 T 150.0 ol 50.1' GA LINS uo Flo, En F, + + + 3 (3 i vi f ui vi GAS LINE b BENCH MARKS USGS NAVID 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS STATION DESCRIPTION EL DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 TYLER AVENUE DESIGN ENGINEER SANITARYIWATER: MVVN FROM N. SAWYER ST. TO STA. 39+00 DESIGN ENGINEER STORM:CMC 0 20 40 CITY OF OSHKOSH, WISCONSIN JA\AES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 37 OF 45 TYLER AVE. F1016I HE o 1.2 TI 2 _6 + 056 F1 .. F, 5 1 + F, F1T F F F 1 + + 50.0' 0 . . d 6 -, I . -1 vi 50.0' _FDO 0 0. 50.0' 0 on 0' uiM 50.0 vi 5c).0' 500' 0, - U ST I i; - H, F1 PB 133"CONDUIT L.F, 61 S... SA AN N IL SAN LB-15 SAN L S N - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -0 39+0 - - - - - -- p - - - - - - - - -- -- -- -- - - - - - - - - - - - - - - - - - - - - - - 12 FOO - - - - 3 8 - - - - - - - - - - - - - - - - - - - - 40tOO - - - - - - - - - - - - - - -- - - - - - - - - - 41 00 - - - - - - - - - - - - - - - - - - - 99 4 - - +00 - - - - - - - - - 55 - - - - - - - - - - 4400 I - - J1 11 55 55 0 ---------- — - ---- . ........ .. ....... - -__- . . .......... — — — - -------- ---- - --- - ----- ----- A S N —W SAN N SAN SAN SAN 0 139.9 L.F. OF 3' CONDUIT zj �!Ji _uI I - - L] ST 4, 8 , ST 0. 50.0 100.0, 50.0' 50.0' 50 50.050.050.0' _F 0 GAS GAS 1 LINE C5,14- I - UNE P Ow, "3 104q F 103F-1 F-_23 n+ + + + F 1511 F E�59Al d j vi vi vi t c; O TYLER "E. FB s REDc CONDUIT SEGMENTS STRUCTURES P-8 = 7.4 L.F. OF 3"CONDUIT GAS PE-14 - 18"NON CONDUCTIVE PULL BOX - STA. 40-94.90,27.8'LT P-1 5 = 6.8 L.F. OF 3"CONDUIT PE-15 - 18'NON CONDUCTIVE PULL BOX. STA. 42-89.20,27.7'LT P:-1 6 - 18" NON CONDUCTIVE PULL BOX -STA. 44+66.94, 27.6'LT UNE p 24" NON CONDUCTIVE PULL BOX STA. 98+2317, 27.6'RT -24 - - LB-14 -TYPE 5 BASE - STA. 40+90.32,19.2: FIT 1 02�11 FI T1 2 IT24 F F, -0,il LB-1: - TYPE 5 BASE - STA. 42+89.33,20.3 LT LB-1 TYPE 5 BASE STA. 44+65.47, 19.4' RT Jo - - LB-24 - TYPE 5 BASE - STA. 98+20.93, 21.2' RT rM bL)U -PO 0 100.0, ST 0 'q )LIT CONDUIT. 3 CONDUIT,1177.7 L.F. OF 3", L.. OF y y --- 'T x — — - — - — - P-15 ...... - — ------- - --------- - ------ -SAN ;A I— SAN 4- �L— SJN�- �'CO PS-24 - - - - - - - - - - - - - Q - - - - - - - - - - - - - 46:�� 47:tOO ss - - - - - - - - - .2 FOO - - - - - - - - - - - - - - - - - 5+00 - - - - - - - - - - - - - - - - - - - - - - - - - 4�+-� - - - 00 - - - - - - - - - - -- 1 45 54 f u: J BURIED FIBER BURIED . ......... SAN SAN SAN L: PHO NE ri S ST T 50.0' I 50.0' 100.0' a Z 50.0' w 0 —0,—, 57, 17] GAS LINE + 0 C3 13 ui 1� vi Iw cs BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRICAL PLANS jW4STATION I DESCRIPTION ELEV. DESIGN DATE I DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 TYLER AVENUE DESIGN ENGINEER SANITARY/WATER: MVVN_ Q10Kj MKJGIKIMR STORM:CMC FROM STA. 39+00 TO BADMAN ST. CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 38 OF 45 1.97.68, 578.9' LT 1039A � 0 1039 d BENCH MARKS -USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY ELECTRIC PLANS N0. STATION DESCRIPTION ELEV. DESIGN DATE DECEMBER 2022 ISSUED FOR CONSTRUCTION 03/03/2023 N. SAWYER STREET DESIGN ENGINEER SANITARYIWATER: MWN DESIGN ENGINEER STORM: CMC FROM VAN BUREN AVE. TO ARTHUR AVE. 0 20 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ao CITY CONTRACT 23-08 SHEET 39 OF 45 BID NUMBER 1010 1011 1020 1021 1050 1100 1110 1120 1200 BID ITEM CLEARING CLEARING GRUBBING GRUBBING MOBILIZATION REMOVING PAVEMENT REMOVING CURB & GUTTER REMOVING CONC/ASPH SW & DWY EXCAVATION UNITS STATIONS INCH DIA STATIONS INCH DIA LS SQ YD LF SQ FT CU YD STREET NAME TYLER AVENUE (N SAWYER STREET TO THE FOX RIVER) 1.4 133 1.4 133 0.25 4,827 0 20,917 1,232 ARTHUR AVENUE (N SAWYER STREET TO BAUMAN STREET) 0.0 6 0.0 6 0.25 108 2,044 17,462 1,660 BAUMAN STREET (FULL RECONSTRUCTION) 0.1 48 0.1 48 0.25 0 0 1,018 1,633 BAUMAN STREET (SIDEWALK ONLY) 0.0 0 0.0 0 0 0 0 0 0 COOLIDGE AVENUE (BAUMAN STREET TO THE FOX RIVER) 0.0 228 0.0 228 0.25 69 0 4,500 842 CONTRACT TOTAL 1.5 415 1.5 415 1 6,004 2,044 43,897 5,366 BID NUMBER 1220 1301 1303 1313 1334 1340 1350 1352 1354 BID ITEM EXCAVATION SPECIAL (PAVING) 7" CONCRETE PAVEMENT W/ 5" CABC 7" CONCRETE PAVEMENT HES W/ 5" CABC 8" CONCRETE PAVEMENT HES, W/ 6" CABC CONCRETE PAVEMENT GAPS CRUSHED AGGREGATE BASE COURSE PAVEMENT TIES DRILLED DOWEL BARS 1" DRILLED DOWEL BARS 1.25" UNITS TON SQ YD SQ YD SQ YD EACH TONS EACH EACH EACH STREET NAME TYLER AVENUE (N SAWYER STREET TO THE FOX RIVER) 180 4,518 168 353 1 482 22 0 160 ARTHUR AVENUE (N SAWYER STREET TO BAUMAN STREET) 242 3,664 168 107 0 649 9 0 78 BAUMAN STREET (FULL RECONSTRUCTION) 238 857 558 0 1 638 0 0 0 BAUMAN STREET (SIDEWALK ONLY) 0 0 0 0 0 0 0 0 0 COOLIDGE AVENUE (BAUMAN STREET TO THE FOX RIVER) 246 1,461 306 0 0 329 4 30 0 CONTRACT TOTAL 906 10,500 1,200 459 2 2,098 36 30 238 BID NUMBER 1360 1370 1372 1380 1382 1390 1410 1440 1460 COLD COLD UP -CHARGE ADJUST WEATHER WEATHER FOR LATE 12" RADIUS 30" CURB & BID ITEM MANHOLES TURF RESTORE COVERING COVERING SEASON COLD CURB WITH 6" GUTTER, 7" SIDEWALK AND INLETS RESTORATION GRAVEL DWY (CONC (CONC WEATHER CABC WITH 5" CABC CURB PAV'T)-SINGLE PAV'T)-DOUBLE CONC PAV'T VISQUINE VISQUINE UNITS EACH SQ YD SQ YD SQ YD SQ YD CU YD LF LF LF STREET NAME TYLER AVENUE (N SAWYER STREET TO THE FOX RIVER) 29 2,770 8 754 754 151 113 21 282 ARTHUR AVENUE (N SAWYER STREET TO BAUMAN STREET) 25 2,395 40 589 589 117 178 29 118 BAUMAN STREET (FULL RECONSTRUCTION) 27 2,944 102 211 211 42 148 83 0 BAUMAN STREET (SIDEWALK ONLY) 0 0 0 0 0 0 0 0 0 COOLIDGE AVENUE (BAUMAN STREET TO THE FOX RIVER) 12 1,934 0 264 264 52 189 0 0 CONTRACT TOTAL 93 10,043 150 1,817 1,817 362 628 133 400 PLAN DESIGN INFORMATION DESIGN DATE DECEMBER 2022 DESIGN ENGINEER PLAN REVISIONS I DESCRIPTION I DATE I BY PAVING ESTIMATED QUANTITIES ISSUED FOR CONSTRUCTION 03/03/2023 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: " `" "" CITY CONTRACT 23-08 SHEET 40A OF 45 BID NUMBER 1500 1510 1514 1530 1540 1550 1560 1580 1582 BID ITEM 4" CONCRETE SIDEWALK WITH 3" CABC 6" CONCRETE SW/DWY/ RAMP WITH 3" CABC 6" CONCRETE SW/DWY/ RAMP (HES) WITH 3" CABC 6" CONCRETE STEP CURB RAMP DETECTABLE WARNING FIELD NO.4 REINFORCING RODS, EPDXY COATED DRILLED NO.4 SIDEWALK TIE BARS, EPDXY COATED COLD WEATHER COVERING (SIDEWALK) -SIN GLE VISQUINE COLD WEATHER COVERING (SIDEWALK) -DO UBLE VISQUINE UNITS SQ FT SQ FT SQ FT SQ FT SQ FT LF EACH SQ FT SQ FT STREET NAME TYLER AVENUE (N SAWYER STREET TO THE FOX RIVER) 11,614 7,072 2,186 101 100 2,636 188 3,075 3,075 ARTHUR AVENUE (N SAWYER STREET TO BAUMAN STREET) 8,442 6,865 2,030 324 100 3,000 197 2,553 2,653 BAUMAN STREET (FULL RECONSTRUCTION) 1,643 1,830 0 0 100 0 10 511 511 BAUMAN STREET (SIDEWALK ONLY) 0 0 0 0 0 0 0 0 0 COOLIDGE AVENUE (BAUMAN STREET TO THE FOX RIVER) 0 2,294 1,985 0 0 364 74 628 628 CONTRACT TOTAL 21,699 18,060 6,200 425 300 6,000 469 6,767 6,767 BID NUMBER 1590 1600 1650 1651 1652 1700 1710 1800 1900 BID ITEM UP -CHARGE FOR LATE SEASON COLD WEATHER SIDEWALK FURNISH AND INSTALL TREE LOCATE EXISTING PROPERTY MONUMENT REPLACE SECTION CORNER REPLACE EXISTING PROPERTY MONUMENT SAWING EXISTING PAVEMENT SAWING CONCRETE PAVEMENT FULL DEPTH 3/4" BASE AGGREGATE DENSE TACK COAT UNITS CU YD EACH EACH EACH EACH LF LF TON GAL STREET NAME TYLER AVENUE (N SAWYER STREET TO THE FOX RIVER) 47 12 15 0 15 667 249 5 28 ARTHUR AVENUE (N SAWYER STREET TO BAUMAN STREET) 40 1 20 0 20 596 139 8 47 BAUMAN STREET (FULL RECONSTRUCTION) 23 1 2 1 2 708 0 39 146 BAUMAN STREET (SIDEWALK ONLY) 0 0 0 0 0 0 0 0 0 COOLIDGE AVENUE (BAUMAN STREET TO THE FOX RIVER) 12 5 6 0 6 148 38 0 29 CONTRACT TOTAL 122 19 43 1 43 2,109 426 52 250 BID NUMBER 1906 1911 1916 1917 1918 1971 1974 1984 1985 BID ITEM 4" ASPHALTIC PAVEMENT LT WITH 10" CABC 4" ASPHALTIC TRANSITION LT WITH 10" CABC 4" ASPHALTIC SURFACE LT WITH 6" CABC 2" ASPHALTIC SURFACE LT WITH 6" CABC ASPHALTIC COLD WEATHER PAVING REMOVE AND REPLACE CHAIN LINK FENCE PAVEMENT MARKINGS; EPDXY; 4" (WHITE) PAVEMENT MARKINGS; SYMBOL; EPDXY; (WHITE) TEMPORARY PAVEMENT MARKINGS; PAINT; 4" (WHITE) UNITS SQ YD SQ YD SQ YD SQ YD SQ YD LF LF EACH LF STREET NAME TYLER AVENUE (N SAWYER STREET TO THE FOX RIVER) 0 189 114 100 61 0 0 0 0 ARTHUR AVENUE (N SAWYER STREET TO BAUMAN STREET) 0 573 1 13 100 102 0 0 0 0 BAUMAN STREET (FULL RECONSTRUCTION) 925 1,219 0 50 326 100 275 1 40 BAUMAN STREET (SIDEWALK ONLY) 0 0 0 0 0 0 0 0 0 COOLIDGE AVENUE (BAUMAN STREET TO THE FOX RIVER) 0 381 0 50 64 0 0 0 0 CONTRACT TOTAL 925 2,362 127 1 300 553 100 275 1 40 PLAN DESIGN INFORMATION DESIGN DATE DECEMBER 2022 DESIGN ENGINEER DESIGN ENGINEER PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTR DATE I BY PAVING ESTIMATED QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: `" "" CITY CONTRACT 23-08 SHEET 40B OF 45 1 x 4) 0 0 0 0 c 0 BID ITEM 2002-10" STORM SEWER STREET START STRUCTURE END STRUCTURE I LENGTH ARTHURAVE MAIN LAT.INL 19.4 UNDISTRIBUTED 10.6 BID ITEM 2002 TOTAL 30.0 BID ITEM 2003-12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH ARTHUR AVE 1-1 A-32 25.0 ARTHURAVE 1-2 A-32 7.0 ARTHURAVE 1-3 A-35 7.0 ARTHUR AVE 1-4 A-35 25.0 ARTHUR AVE 1-6 A-36 7.0 ARTHURAVE 1-5 A-36 25.0 ARTHURAVE 1-7 A-37 7.0 BAUMAN ST 1-14 X-34 6.0 BAUMAN ST 1-15 X-34 2&0 BAUMAN ST 1-16 X-36 25.0 BAUMAN ST 1-17 X-36 7.0 BAUMAN ST 1-18 X-38 15.3 BAUMAN ST 1-19 X-38 19.6 BAUMAN ST X-40 1-20 94.1 COOLIDGEAVE 1-21 X-31 11.5 COOLIDGE AVE 1-22 X-31 24.2 COOLIDGEAVE 1-23 1-25 27.2 COOLIDGEAVE 1-24 1-13 24.3 COOLIDGE AVE 1-13 X-33 26.6 COOLIDGE AVE 1-25 X-33 44.5 COOLIDGE AVE 1-26 Y-31 7.0 COOLIDGEAVE 1-27 Y-31 25.0 TYLER AVE 1-28 Z-33 9.8 TYLER AVE 1-29 Z-33 25.7 TYLER AVE 1-30 Z-34 7.5 TYLER AVE 1-31 Z-34 24.5 TYLER AVE 1-32 Z-35 7.5 TYLER AVE 1-33 Z-35 24.5 TYLER AVE 1-34 Z-36 25.0 TYLER AVE 1-35 Z-36 7.0 TYLER AVE 1-36 Z-39 7.5 TYLER AVE 1-37 Z-39 24.5 TYLER AVE 1-38 1-39 6.0 TYLER AVE 1-39 Z-40 24.5 TYLER AVE 1-40 Z-40 7.5 UNDISTRIBUTED 63.2 BID ITEM 2003 TOTAL 751.0 BID ITEM 2004-12" RCP CL III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH ARTHUR AVE 1 1-8 1 A-37 48.9 UNDISTRIBUTED 11.1 BID ITEM 2004 TOTAL 60.0 BID ITEM 2006-15" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH ARTHUR AVE A-30 A-31 157.0 ARTHUR AVE A-33 CO-2 10.0 BAUMAN ST X-38 CO-19 10.0 BAUMAN ST X-40 X-39 51.1 COOLIDGEAVE I CO-10 X-32 21.1 UNDISTRIBUTED 30.8 BID ITEM 2006 TOTAL 280.0 BID ITEM 2009-18" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH ARTHUR AVE A-31 A-32 331.5 ARTHURAVE A-32 A-34 24.9 ARTHUR AVE A-35 A-34 43.9 ARTHUR AVE A-36 A-34 44.6 ARTHUR AVE A-37 A-36 324.1 BAUMAN ST X-34 X-35 45.0 TYLER AVE Z-36 I Z-37 26.5 UNDISTRIBUTED 59.6 BID ITEM 2009 TOTAL 900.0 BID ITEM 2012-21" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH COOLIDGE AVE X-31 X-32 27.2 COOLIDGE AVE X-31 CO-8 7.9 COOLIDGE AVE X-32 X-33 30.7 TYLER AVE Z-30 CO-20 5.0 TYLER AVE Z-31 CO-21 7.1 UNDISTRIBUTED 22.1 BID ITEM 2012 TOTAL 100.0 BID ITEM 2015-24" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH ARTHUR AVE A-34 A-33 25.0 COOLIDGEAVE X-33 Y-30 139.1 TYLER AVE Z-31 Z-32 68.7 TYLER AVE Z-32 Z-33 22.2 TYLER AVE Z-33 Z-34 292.4 TYLER AVE Z-34 Z-35 252.4 TYLER AVE Z-35 Z-37 37.1 UNDISTRIBUTED 63.0 BID ITEM 2015 TOTAL 900.0 BID ITEM 2021-30" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAUMAN ST X-36 X-35 246.1 BAUMAN ST X-37 X-36 32.0 BAUMAN ST X-39 X-37 23.2 BAUMAN ST X-38 X-39 64.0 UNDISTRIBUTED 34.7 BID ITEM 2021 TOTAL 400.0 BID ITEM 2033-54" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH TYLER AVE Z-37 Z-39 363.2 TYLER AVE Z-38 Z-37 45.4 TYLER AVE Z-38 I STUB 7.5 UNDISTRIBUTED 33.9 BID ITEM 2033 TOTAL 450.0 BID ITEM 2047-19"x30" HERCP CL III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH COOLIDGEAVE Y-30 Y-31 170.3 COOLIDGE AVE Y-31 Y-32 209.5 COOLIDGEAVE Y-32 OUTFALL 17.7 UNDISTRIBUTED 22.5 BID ITEM 2047 TOTAL 420.0 BID ITEM 2059-48"x76" HERCP CL III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH TYLER AVE Z-39 Z-40 236.0 TYLER AVE Z-40 X-35 36.0 UNDISTRIBUTED 28.0 BID ITEM 2059 TOTAL 300.0 BID ITEM 2061-53"x83" HERCP CL III STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH TYLER AVE X-35 Z-41 217.4 TYLER AVE Z-41 OUTFALL 85.0 UNDISTRIBUTED 27.6 BID ITEM 2061 TOTAL 330.0 BID ITEM 2155 BID ITEM 2162 19"X30" RCP CL III 53"X83" RCP CL III APRON ENDWALL APRON ENDWALL STREET STA. EACH EACH TYLER AVE. 48+40 1 COOLIDGE AVE. 67+70 1 UNDISTRIBUTED 0 0 CONTRACTTOTALS 1 1 BID ITEM 1225 BID ITEM 1226 SEDIMENT STORAGE DREDGE AND AREA DISPOSE MATERIAL STREET LUMP SUM C.Y. TYLER AVE. 180 COOLIDGE AVE. 20 UNDISTRIBUTED 1 50 CONTRACTTOTALS 1 250 BID ITEM 2225A BID ITEM 2225E BID ITEM 2225C BID ITEM 2225D BID ITEM 2225E STORM JUNCTION STORM JUNCTION STORM JUNCTION STORM JUNCTION STORM JUNCTION CHAMBER X-35 CHAMBER Z-37 CHAMBER Z-39 CHAMBER Z-40 CHAMBER Z-41 STREET NUMBER EA EA EA EA EA BAUMAN ST X-35 1.00 TYLER AVE Z-37 1.00 TYLER AVE Z-39 1.00 TYLER AVE Z-40 1.00 TYLER AVE Z-41 1.00 STREETTOTALS 1.00 1.00 1.00 1.00 1.00 UNDISTRIBUTED 0.00 0.00 0.00 0.00 0.00 ��,�-lo CONTRACT TOTALS 1.00 1.00 1 1.00 1 1.00 1 BID ITEM 2632 BID ITEM 2650 CLASS I, URBAN INSTALL TYPE A E-MAT HEAVY RIP -RAP STREET FROM TO SHEET S.Y. S.Y. TYLER AVE OUTFALL 47+50 FOX RIVER 34 141.4 41.3 COOLIDGE AVE OUTFALL 66+75 FOX RIVER 29 209.5 8.0 UNDISTRIBUTED 49.1 25.7 CONTRACT TOTALS 400.0 75.0 BID ITEM 2850 BID ITEM 2852 BID ITEM 2854 BID ITEM 2856 BID ITEM 2858 CONNECTTO CONNECTTO CONNECT LATERAL CONNECT TO CONNECTTO EX. STORM SEWER EX. STORM LATERAL TO EX. STORM MAIN EX. STORM MANHOLE EX. INLET STREET NUMBER STA. OFFSET EACH EACH EACH EACH EACH ARTHUR AVE CO-2 18+41 LT 1 ARTHUR AVE TOTAL 1 0 1 0 0 0 BAUMAN ST CO-8 94+94 LT 1 BAUMAN ST CO-10 95+31 1 LT 1 BAUMAN ST CO-19 101+40 LT 1 BAUMAN ST TOTAL 3 0 0 0 0 TYLER AVE CO-20 31+65 LT 1 TYLER AVE CO-21 31+65 RT 1 TYLERAVETOTAL 2 0 0 0 0 UNDISTRIBUTED 3 2 2 2 1 CONTRACTTOTALS 7 2 2 2 1 DESIGN DATE DECEMBER 2022 DESIGN ENGINEER DESIGN ENGINEER PLAN REVISIONS BID ITEM 2950 EXCAVATION SPECIAL (STORM) STREET NUMBER STA. OFFSET TONS UNDISTRIBUTED 150 CONTRACT TOTALS 150 BID ITEM 2914 STORM SEWER U.L.O. STREET STA. OFFSET EACH UNDISTRIBUTED 5 CONTRACTTOTALS 5 BID ITEM 2201 BID ITEM 2213 BID ITEM 2202 BID ITEM 2203 BID ITEM 2205 CONTRACTOR STORM MANHOLE STORM INLETMH STORM MANHOLE STORM MANHOLE STORM MANHOLE SUPPLIED (4' DIA) (4' DIA) (5' DIA) (6' DIA) (8' DIA) CASTINGS STREET NUMBER V.F. V.F. V.F. V.F. V.F. (INCIDENTAL) ARTHUR AVE A-30 2.74 ARTHURAVE I A-31 5.30 ARTHUR AVE A-32 5.56 ARTHUR AVE A-33 6.23 ARTHUR AVE A-34 6.11 ARTHUR AVE A-35 5.85 ARTHUR AVE A-36 5.51 ARTHUR AVE A-37 2.90 ARTHURAVETOTALS 40.20 0.00 0.00 0.00 0.00 BAUMAN ST X-40 3.36 NEENAH R-3067(TYPE R GRATE) BAUMAN ST X-32 4.58 BAUMAN ST X-34 3.55 BAUMAN ST X-33 4.73 BAUMAN ST X-36 4.58 BAUMAN ST X-37 4.61 BAUMAN ST X-38 4.53 BAUMAN ST X-31 4.84 BAUMAN ST X-39 4.33 BAUMAN ST TOTALS 8.13 3.36 18.45 9.17 0.00 COOLIDGEAVE Y-30 3.44 COOLIDGEAVE Y-31 2.64 COOLIDGEAVE Y-32 4.27 COOLIDGE AVE TOTALS 0.00 0.00 10.35 0.00 0.00 TYLER AVE Z-37 TYLER AVE Z-39 TYLER AVE Z-40 TYLER AVE Z-41 TYLER AVE Z-30 6.72 TYLER AVE Z-31 6.87 TYLER AVE Z-32 7.50 TYLER AVE Z-33 7.65 TYLER AVE Z-34 7.79 TYLER AVE Z-35 8.77 TYLER AVE Z-36 7.34 TYLER AVE Z-38 9.08 TYLER AVE TOTALS 52.64 1 0.00 0.00 1 0.00 9.08 STREET TOTALS 100.97 3.36 28.80 9.17 9.08 UNDISTRIBUTED 6.32 0.64 1.20 0.83 0.92 CONTRACT TOTALS 107.29 4.00 30.00 10.00 10.00 DESCRIPTION DATE I BY STORM ESTIMATED QUANTITIES CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: " `" CITY CONTRACT 23-08 SHEET 41A OF 45 T N 0 0 0 O c 0 BIDITEM 2235 BIDITEM 2237 TYPEIINLET TYPEIIIINLET W/ 18" SUMP W/ 18" SUMP (NEENAH (NEENAH R-1700A FRAME R-3067 FRAME TYPE A GRATE) TYPE R GRATE) STREET NUMBER EACH EACH ARTHUR AVE 1-1 1 ARTHUR AVE 1-2 1 ARTHUR AVE 1-3 1 ARTHURAVE 1-4 1 ARTHUR AVE 1-5 1 ARTHUR AVE 1-6 1 ARTHUR AVE 1-7 1 ARTHUR AVE 1-8 1 BAUMAN ST 1-13 1 BAUMAN ST 1-14 1 BAUMAN ST 1-15 1 BAUMAN ST 1-16 1 BAUMAN ST 1-17 1 BAUMAN ST 1-18 1 BAUMAN ST 1-19 1 BAUMAN ST 1-20 1 COOLIDGEAVE 1-21 1 COOLIDGE AVE 1-22 1 COOLIDGE AVE 1-23 1 BAUMAN ST 1-24 1 COOLIDGE AVE 1-25 1 COOLIDGEAVE 1-26 1 COOLIDGE AVE 1-27 1 TYLER AVE 1-28 1 TYLER AVE 1-29 1 TYLER AVE 1-30 1 TYLER AVE 1-31 1 TYLER AVE 1-32 1 TYLERAVE 1-33 1 TYLER AVE 1-34 1 TYLER AVE 1-35 1 TYLER AVE 1-36 1 TYLER AVE 1-37 1 TYLER AVE 1-38 1 TYLER AVE 1-39 1 TYLERAVE 1-40 1 UNDISTRIBUTED 1 3 CONTRACT TOTALS 4 36 BID ITEM 2508 BID ITEM 2510 BID ITEM 2512 BID ITEM 2516 BID ITEM 2518 BID ITEM 2524 BID ITEM 2526 TYPE"D" MODIFIED SEDIMENT REMOVAL TRACKING STONE 12-INCH DIA DEWATERING TURBIDITY INLETPROTECTION TYPE "D" MODIFIED PAD BAGS SEDIMENTLOGS TANK BARRIER STREET FROM TO SHEET EACH EACH EACH EACH L.F. EACH EACH ARTHURAVE N. SAWYER ST. 16+00 22 6 6 2 ARTHURAVE 16+00 20+50 23 30 10 10 ARTHUR AVE 20+50 BAUMAN ST. 24 2 2 4 ARTHURAVETOTAL 18 18 0 16 0 0 0 BAUMAN ST ADAMSAVE. 94+50 25 2 2 2 BAUMAN ST 94+50 98+50 26 16 16 16 BAUMAN ST 98+50 103+00 27 8 8 8 BAUMAN ST TOTAL 26 26 0 26 0 0 0 COOLIDGEAVE 61+00 1 64+50 28 2 2 2 COOLIDGEAVE 64+50 FOX RIVER 29 4 4 4 1 COOLIDGE AVE TOTAL 6 6 0 6 0 0 1 TYLER AVE N. SAWYER ST. 35+00 30 7 7 6 TYLER AVE 35+00 39+00 31 6 6 6 TYLER AVE 39+00 43+00 32 2 2 4 TYLER AVE 43+00 47+00 33 2 2 2 140 TYLER AVE 47+00 FOX RIVER 34 0 90 1 TYLER AVE TOTAL 17 17 0 18 230 0 1 BAUMAN &TAFT 85+50 87+00 35 10 30 6 VAN BUREN OUTFACE BAUMAN ST. 74+00 35 2 2 2 40 MISC. UTILITY SHEETS TOTAL 12 12 0 8 40 0 0 UNDISTRIBUTED 6 6 2 11 30 4 1 ji CONTRACTTOTALS 85 85 2 85 300 4 3 BID ITEM 2800 BID ITEM 2802 BID ITEM 2804 ABANDON 8" - 12" ABDON 15" & LARGER REMOVE 30" & SMALLER STORM SEWER STORM SEWER STORM SEWER STREET FROM STA. TO STA. OFFSET L.F. L.F. L.F. ARTHUR AVE 18+33 18+33 LT 37.2 ARTHUR AVE 18+33 18+41 LT 13.9 ARTHUR AVE 18+41 18+70 LT 31.2 ARTHUR AVE 1 18+70 18+72 LT 35.8 ARTHUR AVE TOTAL 0.0 0.0 118.1 BAUMAN ST 94+80 94+94 LT 16.3 BAUMAN ST 94+94 94+94 LT 26.1 BAUMAN ST 94+94 94+94 RT 41.2 BAUMAN ST 94+94 95+19 LT 26.2 BAUMAN ST 1 95+19 1 95+19 LT 37.8 BAUMAN ST 97+78 97+86 LT 13.7 BAUMAN ST 97+78 98+00 LT 22.8 BAUMAN ST 98+00 98+24 LT 23.4 BAUMAN ST 98+16 98+24 LT 16.1 BAUMAN ST TOTAL 0.0 0.0 223.6 COOLIDGE AVE 62+36 65+32 RT 296.5 COOLIDGEAVE 65+38 66+48 RT 109.7 COOLIDGEAVE 66+48 67+50 RT 101.3 COOLIDGEAVE 67+50 67+75 RT 26.1 COOLIDGE AVE TOTAL 0.0 533.6 0.0 TYLER AVE 31+66 31+66 LT 13.1 TYLER AVE 45+25 45+50 RT 25.0 TYLER AVE 45+50 46+50 RT 100.0 TYLERAVE 46+50 49+04 RT 253.7 TYLER AVE TOTAL 100.0 253.7 38.1 VAN BUREN AVE 72+12 73+29 LT 116.9 VAN BUREN AVE 73+29 74+07 RT 78.1 VAN BUREN AVE TOTAL 0.0 0.0 195.0 UNDISTRIBUTED 10 12.7 1 15.2 CONTRACT TOTAL 210.0 800.0 395.0 DESIGN DATE DECEMBER 2022 DESIGN ENGINEER DESIGN ENGINEER BID ITEM 2810 BID ITEM 2812 ABANDON STORM REMOVE STORM MH'S & INLETS MH'S & INLETS STREET MH# STA. OFFSET EACH EACH ARTHUR AVE 16-1371 18+33 LT 1 ARTHUR AVE 16-1372 18+33 RT 1 1 ARTHUR AVE 16-1373 18+70 RT 1 ARTHUR AVE 1 16-1374 18+70 LT 1 ARTHURAVETOTALS 0 4 BAUMAN ST 1-6807 94+80 LT 1 BAUMAN ST 1-169 95+20 RT 1 BAUMAN ST 16-2264 97+78 LT 1 BAUMAN ST 1-864 97+86 LT 1 BAUMAN ST 16-2265 98+25 LT 1 BAUMAN ST TOTALS 0 5 COOLIDGEAVE 16-289 66+48 RT 1 COOLIDGEAVE 16-2187 67+50 RT 1 COOLIDGE AVE TOTALS 2 0 TYLER AVE 16-2259 35+62 LT 1 TYLER AVE 16-2260 35+62 RT 1 TYLER AVE 16-2261 38+16 RT 1 TYLER AVE 16-2262 38+16 LT 1 TYLER AVE 16-2263 41+34 LT 1 TYLER AVE 1-167 41+34 RT 1 TYLER AVE 16-164 46+50 RT 1 TYLERAVETOTALS 7 0 VAN BUREN AVE MH 6300 73+30 LT 1 VAN BUREN AVE TOTALS 0 1 UNDISTRIBUTED 3 2 CONTRACTTOTALS 12 11 PLAN REVISIONS I DESCRIPTION I DATE I BY STORM ESTIMATED QUANTITIES ISSUED FOR CONSTRUCTION 03/03/2023 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: `" CITY CONTRACT 23-08 SHEET 41 B OF 45 I BID ITEM 3000 - 8" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH ARTHUR AVE A3 A-5 388.3 ARTHUR AVE A-2 A-3 359.6 ARTHUR AVE A-1 A-2 259.3 COOLIDGE AVE X-2 Y-1 242.0 COOLIDGEAVE Y-1 Y-2 218.0 TYLERAVE Z-3 Z-5 131.0 TYLERAVE Z-3 Z-4 37.0 TYLER AVE Z-4 CO-25 5.9 TYLER AVE Z-4 CO-24 6.3 TYLER AVE Z-2 Z-3 376.0 TYLER AVE Z-1 Z-2 333.0 TYLER AVE A-4 Z-1 371.9 UNDISTRIBUTED 1.7 BID ITEM 3000 TOTALS 2730.0 BID ITEM 3002 - 10" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAUMAN ST X-5 CO-15 37.8 BAUMAN ST X-2 CO-11 5.3 UNDISTRIBUTED 6.9 BID ITEM 3002 TOTALS 50.0 BID ITEM 3004 -12" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAUMAN ST CO-7 X-1 71.2 BAUMAN ST X-1 X-2 250.3 BAUMAN ST X-2 A-4 300.4 BAUMAN ST X-4 X-5 28.0 BAUMAN ST A-4 X-4 300.4 UNDISTRIBUTED 4.7 BID ITEM 3004 TOTALS 955.0 BID ITEM 3006 -15" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAUMAN ST I A-1 CO3 14.4 UNDISTRIBUTED 0.6 BID ITEM 3006 TOTALS 15.0 BID ITEM 3008-18" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH BAUMAN ST A-1 CO-4 6.4 BAUMAN ST X-5 CO-16 7.2 UNDISTRIBUTED 1.4 BID ITEM 3008 TOTALS 15.0 BID ITEM 316D POUR & RESHAPE BENCH STREET MH STA OFFSET EACH UNDISTRIBUTED TOTAL 1.0 CONTRACTTOTAL 1.0 BID ITEM 3060 BID ITEM 3062 BID ITEM 3100 BID ITEM 3114 BID ITEM 3116 8" SANITARY 10" SANITARY (4' DIA) CHIMNEY SEAL CHIMNEY SEAL EXTENSION SEWER DROP SEWER DROP SANITARY MANHOLE EXTERNAL MANHOLE EXTERNAL MANHOLE STREET NUMBER V.F. V.F. V.F. EACH EACH ARTHUR AVE A-5 7.36 1.D0 ARTHUR AVE A-3 12.94 1.00 ARTHUR AVE A-2 15.03 1.00 ARTHUR AVE A-1 12.17 1.00 ARTHUR AVENUE TOTAL 0.00 0.00 47.50 4.00 0.00 BAUMAN ST X-1 16.13 1.D0 BAUMAN ST X-2 6.97 15.71 1.00 BAUMAN ST A-4 3.84 14.80 1.00 BAUMAN ST X-4 12.42 1.00 BAUMAN 5T X-5 4.12 12.29 1.00 BAUMAN ST TOTAL 10.81 4.12 71.35 5.00 0.00 COOLIDGE AVE Y-1 9.54 1.00 COOLIDGE AVE Y-2 8.65 1.00 COOLIDGE AVE TOTAL 0.00 0.00 18.19 2.00 0.00 TYLER AVE Z-5 9.82 1.00 TYLER AVE Z-4 10.87 1.00 TYLER AVE Z-3 9.96 1.00 TYLER AVE Z-2 10.68 1.00 TYLER AVE Z-1 9.91 1.00 TYLERAVETOTAL 0.00 0.00 51.24 5.00 0.00 UNDISTRIBUTED TOTALS 0.19 0.88 0.72 2.00 2.00 CONTRACT TOTALS 11.00 5.00 189.00 18.00 2.00 BID ITEM 3854 REMOVALOF SANITARY SEWER STREET STA/MH STA/MH OFFSET LF TYLER STREET 38+16 38+82 21 It 66 TYLER STREET 1 44+78.8 45+10 20.1 LT 31.2 TYLER STREET 44+78.8 45+10 19.6 RT 31.2 TYLER STREET TOTAL 128.4 BAUMAN ST 100+64.4 101+17.5 VARIES 47.9 BAUMAN AVENUE TOTAL 47.9 UNDISTRIBUTED TOTAL 4.7 CONTRACTTOTAL 181.0 BID ITEM 3410 BID ITEM 3412 OPEN CUT OPEN CUT 18" CASING PIPE 24 CASING PIPE STREET STA STA. OFFSET L.F. L.F. BAUMAN ST 98+05.1 98+20.1 C/L 15.0 BAUMAN STREET 0.0 15.0 TYLER ST 38+52.5 1 38+67.6 C/L 15.0 TYLER STREET UNDISTRIBUTED 0.0 0.0 CONTRACT TOTALS 15.0 15.0 BID ITEM 3890 U.L.O. E.A. 4.0 BID ITEM 3700 CLOSED CIRCUIT TELEVISING LINEAR FOOT 3765.0 BID ITEM 3710 PUSH CAM TELEVISING E.A. 4.0 BID ITEM 3852 REMOVAL OF SANITARY MH STREET STA/MH STA/MH OFFSET EA TYLER STREET 16-180 38+50 21LT 1 TYLER STREET TOTAL 1.0 UNDISTRIBUTED TOTAL CONTRACT TOTAL 1.0 PLAN DESIGN INFORMATION DESIGN DATE DECEMBER 2022. DESIGN ENGINEER DESIGN ENGINEER BID ITEM 3300 BID ITEM 3302 BID ITEM 3306 BID ITEM 3308 BID ITEM 3330 BID ITEM 3332 CONNECTTO CONNECTTO CONNECTTO CONNECTTO CONCRETE COREINTO EXIST. 8" MAIN EXIST. 10" MAIN EXIST. 15" MAIN EXIST. 18" MAIN COLLAR EX. MANHOLE STREET NUMBER STA. OFFSET EACH EACH EACH EACH EACH EACH ARTHUR AVE CO3 22+83.0 12.4 LT 1.0 ARTHUR AVE CO-4 23+95.3 4.8 RT 1.0 ARTHUR AVENUE TOTAL 0.0 0.0 1.0 1.0 0.0 0.0 BAUMAN ST CO-7 91+82.0 19.4 RT 1.0 BAUMAN ST CO-15 101+42.3 52.1 LT 1.0 BAUMAN ST CO-16 101+28.1 0 20.6 LT 1.0 BAUMAN STREET TOTAL 0.0 1.0 0.0 1.0 0.0 1.0 COOLIDGE AVE CO-11 95+00.5 0.4 RT 1.0 COOLIDGE AVENUE TOTAL 0.0 1.0 0.0 0.0 0.0 0.0 TYLER AVE CO-24 34.26.8 41.8 RT 1.0 TYLER AVE CO-25 34+28.9 42.5 RT 1.0 TYLER AVENUE TOTAL 1.0 1.0 0.0 0.0 0.0 0.0 UNDISTRIBUTED TOTAL 0.0 0.0 0.0 0.0 2.0 0.0 CONTRACTTOTAL 1.0 3.0 1.0 2.0 2.0 1.0 BID ITEM 380D BID ITEM 3802 BID ITEM 3804 BID ITEM 3806 BID ITEM 3810 ABANDON ABANDON 8" ABANDON 10" ABANDON 12" ABANDON 18" SANITARY MH'S SANITARY SEWER SANITARY SEWER SANITARY SEWER SANITARY SEWER STREET STA/MH STA OFFSET EACH L.F. L.F. L.F. L.F. BAUMAN ST 91+91.7 92+47.0 1.5 RT 55.3 BAUMAN STREET TOTALS 0.0 0.0 0.0 0.0 55.3 TYLER AVE 32+69.8 32+97.6 C/L 27.8 TYLER AVE 16-1086 32+67.3 C/L 1.0 TYLER AVE 34+34.3 35+50 VARIES 31.6 TYLER AVE 34+35.9 35+50 VARIES 31.6 TYLER AVE 35+33.7 35+57.2 VARIES 28.5 TYLER AVE 16-181 35+57.3 20.6 IT 1.0 TYLER AVE 35+57.2 38+16.0 20.6 LT 259.0 TYLER AVE 38+82.0 40+88.9 20.6 LT 206.8 TYLER AVE 16-179 40+88.9 20.6 LT 1.0 TYLER AVE 16-176 38+91.8 19.6 RT 1.0 TYLER AVE 16-175 42+11.2 19.9 RT 1.0 TYLER AVE 38+91.8 42+11.2 19.9 RT 319.3 TYLER AVE 40+88.9 42+89.8 20.1 LT 200.2 TYLER AVE 16-178 42+89.9 20.1 LT 1.0 TYLER AVE 42+89.9 44+78.8 20.1 LT 188.9 TYLER AVE 42+11.2 44+78.8 19.9 RT 267.6 TYLER STREET TOTALS 6.0 618.5 915.0 27.8 0.0 UNDISTRIBUTED TOTAL 0.0 0.0 0.0 0.9 0.9 CONTRACTTOTAL 6.0 618.5 915.0 28.7 56.2 BID ITEM 3600 ROCK EXCAVATION STREET I STA. I STA, CUBICYARD UNDISTRIBUTED 25.0 CONTRACT TOTALS 25.0 PLAN REVISIONS BID ITEM 3892 EXCAVATION SPECIAL SANITARY TON UNDISTRIBUTED 70 CONTRACTTOTAL 70.0 DESCRIPTION DATE I BY I SANITARY ESTIMATED QUANTITIES 03/03/2023 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: D 20 40 CITY CONTRACT 23-08 SHEET 42 OF 45 N N 0 BID ITEM 4002- FURNISH & INSTALL 6" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH ARTHUR AVE T-8 V-17 18+92.0 18+92.0 2.6 ARTHUR AVE V-17 H-4 18+92.0 18+92.0 9.9 ARTHUR AVE R-5 CO-6 23+05.6 23+06.5 1.5 ARTHUR AVE T-10 V-23 22+80.7 22+80.7 2.0 ARTHUR AVE V-23 H-7 22+80.7 22+80.7 12.0 ARTHUR AVE T-11 V-25 15+36.0 15+36.0 2.1 ARTHUR AVE V-25 H-8 15+36.0 15+36.0 10.1 BAUMAN ST CO-14 B-11 97+14.3 97+18.5 4.1 BAUMAN ST B-12 B-11 97+60.5 97+18.5 60.7 BAUMAN ST R-3 B-12 97+62.5 97+74.0 1.5 BAUMAN ST T-5 V-11 100+52.7 100+52.8 2.5 BAUMAN ST V-11 H-5 100+52.8 100+52.7 12.5 BAUMAN ST R-4 B-28 101+46.7 101+56.2 13.6 BAUMAN ST B-28 CO-17 101+56.2 101+55.4 0.8 BAUMAN ST R-7 B-32 101+53.1 101+55.1 3.5 BAUMAN ST B-32 B-33 101+55.1 101+57.3 4.1 BAUMAN ST B-33 CO-18 101+57.3 101+58.6 2.3 BAUMAN ST B-1 CO-12 94+83.7 94+81.6 2.1 BAUMAN ST B-2 B-1 94+85.5 94+83.7 1.8 BAUMAN ST V-22 B-2 94+87.9 94+85.5 2.4 BAUMAN ST C-1 V-22 94+90.1 94+87.9 2.2 BAUMAN ST C-1 V-21 94+90.1 94+93.3 3.2 BAUMAN ST V-21 B-3 94+93.3 95+14.0 20.7 BAUMAN ST B-3 B-4 95+14.0 95+16.2 2.2 BAUMAN ST B-4 CO-13 95+16.2 95+18.6 2.3 COOLIDGEAVE T-9 CO-9 61+54.9 61+53.3 1.6 COOLIDGEAVE B-5 T-9 61+56.2 61+54.9 1.3 COOLIDGE AVE B-5 B-6 61+56.2 61+57.5 1.3 COOLIDGE AVE B-6 B-7 61+57.5 61+59.0 1.5 COOLIDGE AVE B-7 B-8 61+59.0 61+78.6 27.6 COOLIDGE AVE B-8 R-1 61+78.6 61+84.4 5.8 COOLIDGEAVE R-2 B-9 66+69.9 66+72.6 2.7 COOLIDGEAVE B-9 B-10 66+72.6 66+74.8 2.9 COOLIDGE AVE B-10 H-1 66+74.8 66+75.2 14.2 TYLERAVE T-4 V-6 38+06.8 38+06.8 2.8 TYLER AVE V-6 H-3 38+06.8 38+06.8 12.2 TYLER AVE T-3 V-5 44+61.5 44+61.5 1.5 TYLER AVE V-5 H-2 44+61.5 44+61.5 14.5 TYLERAVE T-12 V-27 41+82.0 41+82.0 2.9 TYLERAVE V-27 H-9 41+82.0 41+82.0 12.1 COOLIDGE AVE T-9 V-18 61+54.9 61+54.9 2.5 COOLIDGEAVE V-18 H-6 61+54.9 61+54.9 11.6 UNDISTRIBUTED 3.3 BID ITEM 4002 TOTAL 305.0 BID ITEM 4008- FURNISH & INSTALL 12" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH TYLER AVE CO-23 V-9 32+20.3 32+20.3 1.6 TYLER AVE V-9 B-21 32+20.3 32+20.2 2.5 TYLER AVE B-21 B-22 32+20.2 32+20.2 2.9 TYLER AVE B-22 T-1 32+20.2 32+20.1 2.6 TYLERAVE T-1 B-23 32+20.1 32+19.8 21.7 TYLERAVE B-23 B-24 32+19.8 32+19.8 3.4 TYLER AVE B-24 V-19 32+19.8 32+19.7 4.4 UNDISTRIBUTED 0.9 BID ITEM 4008 TOTAL 40.0 BID ITEM 4110 - FURNISH AND INSTALL 8" X 6" TEE NAME FITTING STATION STREET OFFSET EACH T-8 8"X 6" TEE 18+92.0 ARTHUR AVE 10.0 RT 1 T-4 8" X 6" TEE 38+06.8 TYLER AVE 8.0 RT 1 T-3 8" X 6" TEE 44+61.5 TYLER AVE 8.0 RT 1 T-5 8" X 6" TEE 100+52.7 BAUMAN ST 8.0 LT 1 T-10 8" X 6" TEE 22+80.7 ARTHUR AVE 10.0 RT 1 T-11 8" X 6" TEE 15+36.0 ARTHUR AVE 10.0 RT 1 T-12 8" X 6" TEE 41+82.0 TYLER AVE 8.0 RT 1 UNDISTRIBUTED 0 BID ITEM 4110 TOTAL 7 BID ITEM 4004- FURNISH & INSTALL 8" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH ARTHUR AVE TP-1 D-6 12+23.2 12+90.0 66.8 ARTHUR AVE D-6 T-11 12+90.0 15+36.0 246.0 ARTHUR AVE T-11 V-26 15+36.0 15+38.6 2.6 ARTHUR AVE V-26 D-5 15+38.6 17+50.0 211.4 ARTHUR AVE D-5 D-8 17+50.0 18+41.9 91.9 ARTHUR AVE D-8 T-8 18+41.9 18+92.0 50.1 ARTHUR AVE T-8 V-16 18+92.0 18+94.3 2.3 ARTHUR AVE V-16 D-3 18+94.3 21+12.0 217.7 ARTHUR AVE D3 T-10 21+12.0 22+80.7 168.7 ARTHUR AVE T-10 B-30 22+80.7 22+99.4 18.6 ARTHUR AVE B-30 B-29 22+99.4 23+01.1 1.8 ARTHUR AVE B-29 V-15 23+01.1 23+02.7 1.9 ARTHUR AVE V-15 T-7 23+02.7 23+04.1 1.7 ARTHUR AVE T-7 R-5 23+04.1 23+05.6 2.8 ARTHUR AVE T-7 V-14 23+04.1 23+03.0 2.1 ARTHUR AVE V-14 R-6 23+03.0 23+01.9 1.9 BAUMAN ST V-2 R-3 97+89.6 97+62 27.6 BAUMAN ST T-2 V-2 97+92.8 97+89.6 1 3.2 BAUMAN ST T-2 V-4 97+92.8 97+95.2 2.4 BAUMAN ST V-4 B-13 97+95.2 97+97.0 1.8 BAUMAN ST B-13 B-14 97+97.0 98+03.0 6.0 BAUMAN ST B-14 B-15 98+03.0 98+23.0 20.0 BAUMAN ST B-15 B-16 98+23.0 98+27.4 4.4 BAUMAN ST B-16 V-10 98+27.4 100+50.6 223.2 BAUMAN ST V-10 T-5 100+50.6 100+52.7 2.1 BAUMAN ST T-5 B-25 100+52.7 100+59.9 7.1 BAUMAN ST B-25 B-26 100+59.9 100+63.9 4.3 BAUMAN ST B-26 T-6 100+63.9 101+41,7 66.4 BAUMAN ST T-6 V-13 101+41.7 101+43.2 1.5 BAUMAN ST V-13 B-27 101+43.2 101+44.7 1.5 BAUMAN ST B-27 R-4 101+44.7 101+46.7 2.9 BAUMAN ST T-6 V-12 101+41.7 101+41.7 2.1 BAUMAN ST V-12 B-31 101+41.7 101+44.2 10.9 BAUMAN ST B-31 R-7 101+44.2 101+53.1 16.1 COOLIDGE AVE R-1 V-20 61+84.4 62+32.0 47.6 COOLIDGE AVE V-20 C-1 62+32.0 62+35.4 3.5 COOLIDGE AVE C-1 V-1 62+35.4 62+37.0 1.6 COOLIDGE AVE V-1 D-7 62+37.0 65+25.0 288.0 COOLIDGE AVE D-7 R-2 65+25.0 66+69.9 144.9 TYLER AVE T-1 B-35 32+20.1 32+26.1 6.0 TYLER AVE B-35 B-34 32+26A 32+28.5 2.4 TYLER AVE B-34 V-8 32+28.5 32+31.0 2.5 TYLER AVE V-8 V-7 32+31.0 38+03.0 572.0 TYLER AVE V-7 T-4 38+03.0 38+06.8 3.8 TYLER AVE T-4 B-20 38+06.8 38+43.0 36.2 TYLER AVE B-20 B-19 38+43.0 38+48.0 5.0 TYLER AVE B-19 B-18 38+48.0 38+74.5 26.5 TYLERAVE B-18 B-17 38+74.5 38+81.0 6.5 TYLER AVE B-17 V-29 38+81.0 41+78.7 297.7 TYLER AVE V-29 T-12 41+78.7 41+82.0 3.3 TYLER AVE T-12 V-28 41+82.0 41+84.9 2.9 TYLER AVE V-28 T-3 41+84.9 44+61.5 276.6 TYLER AVE T-3 V-3 44+61.5 45+01.3 39.7 TYLER AVE V-3 T-2 45+01.3 45+04.1 2.8 UNDISTRIBUTED 0.7 BID ITEM 4004 TOTAL 3262.0 BID ITEM 4101- FURNISH AND INSTALL 6" X 6" TEE NAME FITTING STATION STREET OFFSET EACH T-9 6"X6" TEE 61+54.9 COOLIDGEAVE 9.4 LT 1 UNDISTRIBUTED 0 BID ITEM 4101 TOTAL 1 BID ITEM 4111- FURNISH AND INSTALL 8" X 8" TEE NAME FITTING STATION STREET OFFSET EACH T-7 8" X 8" TEE 23+04.1 ARTHUR AVE 7.8 RT 1 T-2 8" X 8" TEE 45+04.1 TYLERAVE 8.0 RT 1 T-6 8" X 8" TEE 101+41.7 BAUMAN ST 28.6 LT i UNDISTRIBUTED 0 BID ITEM 4111 TOTAL 3 PLAN DESIGN INFORMATION 2022 BID ITEM 4182 - FURNISH AND INSTALL 8" X 6" CROSS NAME FITTING STATION STREET OFFSET EACH C-1 8" X 6" CROSS 62+35.4 COOLIDGE AVE 10.0 RT 1 UNDISTRIBUTED 0 BID ITEM 4182 TOTAL 1 BID ITEM 4219 - FURNISH AND INSTALL 8" 11.25' BEND NAME FITTING STATION STREET OFFSET EACH B-30 8" 11.25° BEND 22+99.4 ARTHUR AVE 10.3 RT 1 B-26 8" 11.25° BEND 100+63.9 BAUMAN ST 9.6 LT 1 UNDISTRIBUTED 0 BID ITEM 4230 TOTAL 2 BID ITEM 4228 - FURNISH AND INSTALL 8" 22.5° BEND NAME FITTING STATION STREET OFFSET EACH B-29 8" 22.5° BEND 23+01.1 ARTHUR AVE 9.9 RT 1 B-25 8" 22.5° BEND 100+59.9 BAUMAN ST 8.0 LT 1 B-31 8" 22.5" BEND 101+44.2 BAUMAN ST 41.3 LT 1 UNDISTRIBUTED 0 BID ITEM 4228 TOTAL 3 BID ITEM 4236 - FURNISH AND INSTALL 6" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-1 6" 45' BEND 94+83.7 BAUMAN ST 35.3 RT 1 B-2 6" 45° BEND 94+85.5 BAUMAN ST 35.3 RT 1 B-3 6" 45° BEND 95+14.0 BAUMAN ST 35.3 RT 1 B-4 6" 45° BEND 95+16.2 BAUMAN ST 35.2 RT 1 B-11 6" 45' BEND 97+18.5 BAUMAN ST 35.9 RT 1 B-12 6" 45° BEND 97+60.5 BAUMAN ST 8.0 LT 1 B-28 6" 45' BEND 101+56.2 BAUMAN ST 16.8 LT 1 B-32 6" 45° BEND 101+55.1 BAUMAN ST 57.6 LT 1 B-33 6" 45° BEND 101+57.3 BAUMAN ST 61.1 LT 1 B-5 6" 45° BEND 61+56.2 COOLIDGE AVE 9.4 LT 1 B-6 6" 45° BEND 61+57.5 COOLIDGE AVE 9.4 LT 1 B-7 6" 45" BEND 61+59.0 COOLIDGE AVE 9.4 LT 1 B-8 6" 45° BEND 61+78.6 COOLIDGE AVE 10.0 RT 1 B-9 6" 45° BEND 66+72.6 COOLIDGE AVE 8.0 RT 1 B-10 6" 45° BEND 66+74.8 COOLIDGE AVE 10.0 RT HYDRANT BENDS f BID ITEM 4236 TOTAL BID ITEM 4237 - FURNISH AND INSTALL 8" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-13 8" 45'BEND 45+04.0 TYLER AVE 3.8 RT 1 B-14 8" 45'BEND 45+03.9 TYLER AVE 2.2 LT 1 B-15 8" 45° BEND 45+03.6 TYLER AVE 22.2 LT 1 B-16 8" 45° BEND 45+03.5 TYLER AVE 26.6 LT 1 B-27 8" 450 BEND 101+44.7 BAUMAN ST 28.5 LT 1 B-34 8" 45° BEND 32+28.5 TYLER AVE 8.0 RT 1 B-35 8" 45° BEND 32+26.1 TYLER AVE 8.0 RT 1 B-19 8" 45° BEND 38+48.0 TYLER AVE 8.0 RT 1 B-20 8" 45' BEND 38+43.0 TYLER AVE 8.0 RT 1 B-17 8" 45° BEND 38+81.0 TYLER AVE 8.0 RT 1 B-18 8" 45' BEND 38+74.5 TYLER AVE 8.0 RT 1 UNDISTRIBUTED 0 BID ITEM 4237 TOTAL 11 BID ITEM 4239 - FURNISH AND INSTALL 12" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-21 12" 45° BEND 32+20.2 TYLER AVE 13.5 RT 1 B-22 12" 45' BEND 32+20.2 TYLER AVE 10.6 RT 1 B-23 12" 45° BEND 32+19.8 TYLER AVE 13.7 LT 1 B-24 12" 45° BEND 32+19.8 TYLER AVE 17.1 LT 1 UNDISTRIBUTED 0 BID ITEM 4239 TOTAL 4 BID ITEM 4129 - FURNISH AND INSTALL 12" X 8" TEE NAME FITTING STATION STREET OFFSET EACH T-1 12" X 8" TEE 32+20.1 TYLER AVE 8.0 RT 1 UNDISTRIBUTED 0 BID ITEM 4129 TOTAL 1 BID ITEM 4254 - FURNISH AND INSTALL 6" CAP NAME FITTING STATION STREET OFFSET EACH CP-1 6" CAP 22+91.4 ARTHURAVE 1 9.4 LT 1 UNDISTRIBUTED BID ITEM 4254 TOTAL 1 BID ITEM 4255 - FURNISH AND INSTALL 8" CAP NAME FITTING STATION STREET OFFSET EACH CP-2 8" CAP 12+20.9 ARTHUR AVE 7.9 LT 1 UNDISTRIBUTED BID ITEM 4255 TOTAL 1 BID ITEM 4264 - FURNISH AND INSTALL 8" X 6" REDUCER NAME FITTING STATION STREET OFFSET EACH R-5 8" X 6" REDUCER 23+05.6 ARTHUR AVE 10.2 RT 1 R-6 8" X 6" REDUCER 23+01.9 ARTHUR AVE 4.5 RT 1 R-3 8" X 6" REDUCER 97+62.0 BAUMAN ST 8.0 LT 1 R-4 8" X 6" REDUCER 101+46.7 BAUMAN ST 26.5 LT 1 R-7 B" X 6" REDUCER 101+53.1 BAUMAN ST 54.7 LT 1 R-1 8" X 6" REDUCER 61+84.4 COOLIDGE AVE 10.0 RT 1 R-2 8" X 6" REDUCER 66+69.9 COOLIDGE AVE 1 8.0 RT 1 UNDISTRIBUTED 0 BID ITEM 4264 TOTAL 7 BID ITEM 4402 - FURNISH AND INSTALL 8" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-16 8" VALVE 18+94.3 ARTHUR AVE 10.0 RT 1 V-15 8" VALVE 23+02.7 ARTHUR AVE 8.8 RT 1 V-14 8" VALVE 23+03.0 ARTHUR AVE 6.1 RT 1 V-4 8" VALVE 97+95.2 BAUMAN ST 8.0 LT 1 V-2 8" VALVE 97+89.6 BAUMAN ST 8.0 LT 1 V-10 8" VALVE 100+50.6 BAUMAN ST 8.0 LT 1 V-13 8" VALVE 101+43.2 BAUMAN ST 28.6 LT 1 V-12 8" VALVE 101+41.7 BAUMAN ST 30.7 LT 1 V-20 8" VALVE 62+32.0 COOLIDGEAVE 10.0 RT 1 V-1 8" VALVE 62+37.0 COOLIDGEAVE 10.0 RT 1 V-8 8" VALVE 32+31.0 TYLER AVE 8.0 RT 1 V-7 8"VALVE 38+03.0 TYLER AVE 8.0 RT 1 V-3 8" VALVE 97+92.9 BAUMAN ST 10.8 LT 1 V-26 8" VALVE 15+38.6 ARTHUR AVE 10.0 RT 1 V-28 8" VALVE 41+84.9 TYLER AVE 8.0 RT 1 V-29 8" VALVE 41+78.7 TYLER AVE 8.0 RT 1 UNDISTRIBUTED 2 BID ITEM 4402 TOTAL 18 BID ITEM 4404 - FURNISH AND INSTALL 12" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-9 12" VALVE 32+20.3 TYLER AVE 16.0 RT 1 V-19 12" VALVE 32+19.7 TYLER AVE 21.5 LT 1 UNDISTRIBUTED 0 BID ITEM 4404 TOTAL 2 BID ITEM 4500 - FURNISH AND INSTALL HYDRANT NAME FITTING STATION STREET OFFSET EACH H-4 HYDRANT 18+92.0 ARTHUR AVE 22.5 RT 1 H-5 HYDRANT 100+52.7 BAUMAN ST 23.0 LT 1 H-6 HYDRANT 61+54.9 COOLIDGE AVE 23.5 LT 1 H-1 HYDRANT 66+75.2 COOLIDGE AVE 24.2 RT i H-3 HYDRANT 38+06.8 TYLER AVE 23.0 RT 1 H-2 HYDRANT 44+61.5 TYLER AVE 24.0 RT 1 H-7 HYDRANT 22+80.7 ARTHUR AVE 24.0 RT 1 H-8 HYDRANT 15+36.0 ARTHUR AVE 23.0 RT 1 H-9 HYDRANT 41+82.0 TYLER AVE 23.0 RT 1 UNDISTRIBUTED 0 BID ITEM 4500 TOTAL 9 PLAN REVISIONS I DESCRIPTION I DATE I BY WATER ESTIMATED QUANTITIES ISSUED FOR CONSTRUCTION 03/03/2023 0 O c 0 DESIGN ENGINEER DESIGN ENGINEER CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: `" "" CITY CONTRACT 23-08 SHEET 43A OF 45 >A 0) 0) 0 T O` 0 c 0 BID ITEM 4447 - FURNISH AND INSTALL 12" X8" TAPPING VALVE & SLEEVE NAME FITTING I STATION STREET OFFSET EACH TP-1 12" X8" TAPPING VALVE & SLEEVE 1 12+20.4 ARTHUR AVE 10.0 RT 1 UNDISTRIBUTED 0 BID ITEM 4447 TOTAL 1 BID ITEM 4724 OPEN CUT IF CASING PIPE STREET STA. 1 STA. OFFSET LF BAUMAN ST 98+04.8 98+19.8 8 LT 15 TYLER ST 38+52.7 38+67.7 8 RT 15 TOTAL 30 UNDISTRIBUTED TOTAL 0 CONTRACTTOTAL 30 BID ITEM 4990 EXCAVATION SPECIAL WATER TONS UNDISTRIBUTED TOTAL 70 CONTRACT TOTAL TO BID ITEM 4920 REMOVAL OF STREET STA. STA. OFFSET WATER MAIN ARTHUR ST 18+17.4 18+84.9 9.6 LT 67.5 ARTHUR ST 18+52.7 18+53.7 VARIES 77.7 ARTHUR ST 22+53.6 22+90.6 8.8 LT 37.0 BAUMAN ST 100+51.0 101+55.4 f VARIES 100.0 BAUMAN ST 101+28.6 101+43 VARIES 27.2 COOLIDGEAVE 61+59.6 62+33.2 9.6 LT 73.6 TYLER ST 32+19.8 32+64.7 11.2 RT 44.9 TYLER ST 38+17.8 38+84.4 12.6 LT 66.6 TYLER ST 45+47.6 45+47.6 VARIES 20.0 UNDISTRIBUTED 0.5 CONTRACTTOTAL 515.0 BID ITEM 4058 BID ITEM 4060 BID ITEM 4064 CONNECT TO EX. CONNECT TO EX. CONNECT TO EX. 6" WATER MAIN 8" WATER MAIN 12" WATER MAIN STREET NUMBER STA. OFFSET EACH EACH EACH ARTHUR AVE CO-1 12+20.4 10' RT 1.0 ARTHUR AVE CO-5 23+01.9 4.5' RT 1.0 ARTHURAVE CO-6 23+06.5 11.5'RT 1.0 ARTHURAVE 2.0 0.0 1.0 BAUMAN ST CO-12 94+81.6 35.3' RT 1.0 BAUMAN ST CO-13 95+18.6 353' RT 1.0 BAUMAN ST CO-14 97+14.3 35.9' RT 1.0 BAUMAN ST CO-17 101+56.2 17.4' LT 1.0 BAUMAN ST CO-18 101+57.3 61.1' LT 1.0 BAUMAN ST TOTALS 5.0 0.0 0.0 COOLIDGEAVE CO-9 61+53.3 94LT 1.0 COOLIDGEAVE 1.0 0.0 0.0 TYLERAVE CO-22 32+19.7 21.5'LT 1.0 TYLER AVE CO-23 32+20.3 17.6'RT 1.0 TYLERAVE 0.0 0.0 2.0 UNDISTRIBUTED TOTALS 0.0 1.0 0.0 CONTRACT TOTALS 8.0 1.0 3.0 BID ITEM 4352 BID ITEM 4354 BID ITEM 4358 6" CUT & CAP 8" CUT & CAP 12" CUT & CAP STREET STA. OFFSET EACH EACH EACH UNDISTRIBUTED 2.0 2.0 2.0 CONTRACTTOTAL 2.0 2.0 2.0 BID ITEM 4401- FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-17 6"VALVE 18+92.0 ARTHUR AVE 12.6 RT 1 V-21 6" VALVE 94+93.3 BAUMAN ST 35.3 RT 1 V-11 6" VALVE 100+52.8 BAUMAN ST 10.5 LT 1 V-18 6" VALVE 61+54.9 COOLIDGE AVE 11.9 LT 1 V-22 6" VALVE 94+87.9 BAUMAN ST 35.3 RT 1 V-6 6" VALVE 38+06.8 TYLER AVE 10.8 RT 1 V-5 6" VALVE 44+61.5 TYLER AVE 9.5 RT 1 V-23 6" VALVE 22+80.7 ARTHUR AVE 12.0 RT 1 V-25 6" VALVE 15+36.0 ARTHUR AVE 12.0 RT 1 V-27 6" VALVE 41+82.0 TYLER AVE 10.9 RT 1 UNDISTRIBUTED 1 BID ITEM 4401 TOTAL 11 BID ITEM 4992 BENTONITE SLURRY DAM EA UNDISTRIBUTED TOTAL 5.0 CONTRACTTOTAL 5.0 PLAN DESIGN INFORMATION _ DESIGN DATE DECEMBER 2022 DESIGN ENGINEER _ DESIGN ENGINEER PLAN REVISIONS DESCRIPTION ISSUED FOR CONSTRUCTION DATE BY WATER ESTIMATED QUANTITIES 01/01/2021 zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o CITY CONTRACT 23-08 SHEET 43B OF 45 0 T 0• 0 c 0 �� ■SANITARY LAERALSWATER LATERALS ��a©aaa■a��®©©ate■®��a�a� ��a©aaa■a��®©©ate■®��a�©�, ��m©aoo■a��®©©ate■®��a�©� ��maaao■a��®a©ate■®��a�a� ��maaaa■a��®aaa�■m��a�a� ®�aaaaa■a��®a©ate■®��a�a� aaoaa■a�ao�ooaa■�aaaaaa ��®aaa©■a��®tea©am■��ma�a� ��®aaaa■a��®a©ate■®��a�a� TYLER AVE. TOTAL �m®®®■®aom�mm®�■�om®a®� UNDISTRIBUTED TOTAL �aaoo■a�ooma000■m©oaoao CONTRACTTOTAL ®�m��■m�am��®®�■m®mmam� PLAN DESIGN INFORMATION DESIGN DATE DECEMBER 2022 DESIGN ENGINEER DESIGN ENGINEER PLAN REVISIONS I DESCRIPTION ISSUED FOR CONSTRUCTION DATE BY LATERAL ESTIMATED QUANTITIES 03M3/2023 o zo ao CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: CITY CONTRACT 23-08 SHEET 44 OF 45 T, N 0 0 T 0 C7 c 0 BID ITEM 5130 BID ITEM 5230 BID ITEM 5231 BID ITEM 5252 3" SCH 40 #4 WIRE #4 WIRE # 8 WIRE STREET START END PVC CONDUIT RED BLACK GREEN ARTHUR LC-1 EXPB-1 20.0 100.0 100.0 100.0 ARTHUR EXPB-1 EXPB-2 220.0 220.0 220.0 ARTHUR EXPB-2 PB-100 218.6 230.0 230.0 230.0 ARTHUR PB-100 PB-1 71.9 85.0 85.0 85.0 ARTHUR PB-1 LB-1 5.3 34.0 34.0 17.0 ARTHUR PB-1 PB-2 188.3 200.0 200.0 200.0 ARTHUR PB-2 LB-2 47.2 120.0 120.0 60.0 ARTHUR PB-2 PB-3 1933 205.0 205.0 205.0 ARTHUR PB-3 LB-3 7.3 40.0 40.0 20.0 ARTHUR PS-3 PB-4 169.6 182.0 182.0 182.0 ARTHUR PB-4 LB-4 47.0 120.0 120.0 60.0 ARTHUR PB-4 PB-5 78.0 90.0 90.0 90.0 ARTHUR PB-5 LB-5 6.2 36.0 36.0 18.0 ARTHUR PB-5 PB-6 126.8 140.0 140.0 140.0 ARTHUR PB-6 LB-6 46.2 120.0 120.0 60.0 ARTHUR PB-6 PB-7 138.7 150.0 150.0 150.0 ARTHUR PB-7 LB-7 7.1 40.0 40.0 20.0 ARTHUR PB-7 PB-8 99.1 111.0 111.0 111.0 ARTHUR PB-8 LB-8 61.5 75.0 75.0 75.0 ARTHUR AVE. CIRCUIT 1532.1 2298.0 2298.0 2043.0 TYLER AVE. LC-1 LB-9 44.9 60.0 60.0 60.0 TYLER AVE. LC-1 PB-10 180.9 200.0 200.0 200.0 TYLER AVE. PB-10 LB-10 4.5 34.0 34.0 17.0 TYLER AVE. PB-10 PB-11 190.5 205.0 205.0 205.0 TYLER AVE. PB-11 LB-11 47.6 120.0 120.0 60.0 TYLER AVE. PB-ll PB-12 143.6 155.0 155.0 155.0 TYLER AVE. PB-12 LB-12 6.5 40.0 40.0 20.0 TYLER AVE. PB-12 PB-13 139.9 152.0 152.0 152.0 TYLER AVE. PB-13 LB-13 9.7 48.0 48.0 24.0 TYLER AVE. PB-13 PB-14 199.9 212.0 212.0 212.0 TYLER AVE. PB-14 LB-14 47.3 120.0 120.0 60.0 TYLER AVE. PB-14 PB-15 194.3 206.0 206.0 206.0 TYLER AVE. PB-15 LB-15 7.4 40.0 40.0 20.0 TYLER AVE. PB-15 PB-16 177.7 190.0 190.0 190.0 TYLER AVE. PB-16 LB-16 47.1 120.0 120.0 60.0 TYLER AVE. PB-16 PB-24 72.5 85.0 85.0 85.0 TYLER AVE. PB-24 LB-24 6.9 60.0 60.0 20.0 TYLER AVE. PB-24 PB-101 153.8 170.0 170.0 170.0 TYLER AVE. PB-101 LB-100 6.7 40.0 40.0 20.0 TYLER AVE. PB-101 PB-17 135.2 150.0 150.0 150.0 TYLER AVE. PB-17 LB-17 16.0 84.0 84.0 24.0 TYLER AVE. PB-17 PB-22 68.2 80.0 80.0 80.0 TYLER AVE. PB-22 LB-22 49.2 60.0 60.0 60.0 TYLER AVE. PB-17 PB-18 227.6 240.0 240.0 240.0 TYLER AVE. PB-18 LB-18 48.5 120.0 120.0 60.0 TYLER AVE. PB-18 PB-19 188.7 200.0 200.0 200.0 TYLER AVE. PB-19 LB-19 12.3 25.0 25.0 25.0 TYLER AVE. PB-24 PB-25 212.4 225.0 225.0 225.0 TYLER AVE. PB-25 LB-25 14.6 30.0 30.0 30.0 TYLER AVE. CIRCUIT 2654.4 3471.0 3471.0 3030.0 TYLER /ARTHUR /BAUMAN TOTALS 4186.5 5769.0 5769.0 5073.0 UNDISTRIBUTED TOTALS 23.5 161 161 102 CONTRACTTOTALS 4210.0 5930.0 5930.0 5175.0 PLAN REVISIONS DESIGN DATE DEC EMBER 2022 DESIGN ENGINEER DESIGN ENGINEER BID ITEM 5180 CONNECTTO EX. PULLBOX CONNECTIONS CO-1 0 CO-2 0 CO-3 0 UNDISTRIBUTED 0 CONTRACTTOTALS 0 DESCRIPTION DATE BY ELECTRIC ESTIMATED QUANTITIES ISSUED FOR CONSTRUCTION 03/03L023 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: `" "" CITY CONTRACT 23-08 SHEET 45A OF 45 BID ITEM 5013 BID ITEM 5025 BID ITEM 5051 BID ITEM 5054 BID ITEM 5270 BID ITEM 5271 BID ITEM 5272 BID ITEM 5380 BID ITEM 5386 BID ITEM 5452 BID ITEM 5458 BID ITEM 5470 BID ITEM 5504 BID ITEM 5506 PULL BOX ADJUST INSTALL CITY ELECTRIC SERVICE 12 GAUGE 12 GAUGE 12 GAUGE GLR FUSE 2 AMP 14-4 AWG INSTALL 20' INSTALL 10' INSTALL COBRA TYPES TYPE 9 18" X 36" PULL BOX SUPPLIED LIGHTING INSTALLATION RED BLACK GREEN HOLDER FUSE BURNDY TAPERED POLE TRUSS ARM HEAD LUMIARE BASE BASE STRUCTURE EACH EACH CABINET EACH EACH L.F. L.F. L.F. EACH EACH INCIDENTAL EACH EACH EACH EACH EACH PB-8 1 1 PB-7 1 1 PB-6 1 1 PB-S 1 1 PB-4 1 1 PB-3 1 1 PB-2 1 1 PB-1 1 1 PB-100 1 1 LB-8 1 1 1 1 LB-7 1 1 1 1 LB-6 1 1 1 1 LB-5 1 1 1 1 LB-4 1 1 1 1 LB-3 1 1 1 1 LB-2 1 1 1 1 LB-1 1 1 1 1 ARTHUR AVE. CIRCUIT 9 9 0 0 0 0 0 0 0 0 8 8 8 8 0 LC-1 1 1 1 PB-10 1 1 PB-11 1 1 PB-12 1 1 PB-13 1 1 PB-14 1 1 PB-15 1 1 PB-16 1 1 PB-24 1 1 PB-101 1 1 PB-17 1 1 PB-22 1 1 PB-18 1 1 PB-19 1 1 PB-25 1 1 LB-9 1 1 1 1 LB-10 1 1 1 1 LB-11 1 1 1 1 LB-12 1 1 1 1 LB-13 1 1 1 1 LB14 LB-15 1 1 1 1 LB-16 1 1 1 1 LB-24 1 1 1 1 LB-100 1 1 1 1 LB-17 1 1 1 1 LB-22 1 1 1 1 LB-18 1 1 1 1 LB-19 1 1 1 1 LB-25 1 1 1 1 TYLER AVE. CIRCUIT 14 14 1 1 920 920 920 46 46 69 15 15 15 15 1 UNDISTRIBUTED 1 1 0 0 40 40 40 2 2 3 1 1 1 1 0 CONTRACTTOTAL 24 24 1 1 960 960 960 48 48 72 24 24 24 24 1 PLAN DESIGN INFORMATION _ DESIGN DATE DECEMBER 2022 DESIGN ENGINEER _ DESIGN ENGINEER \�W..i:961191 I ISSUED DESCRIPTION DATE I BY ELECTRIC ESTIMATED QUANTITIES 03/03/2023 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 40 CITY CONTRACT 23-08 SHEET 45B OF 45