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HomeMy WebLinkAbout25-12 Water main replacements Various locationsREGARDING 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 Sanitary Sewer Laterals (New and Relay) and Water Main and Laterals (New and Relay) Relating to Contract No. 25-12 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. Utility lateral costs are assessed to each lot needing lateral work. The Properties Against which the Assessments are Proposed are Benefited as follows: This improvement consists of the replacement of the sanitary sewer laterals, and water distribution mains and laterals. The utility laterals provide a connection to the mains for each property. The water distribution systems will provide a safe and reliable conveyance system for drinking water. Estimated cost of the project is Proposed Assessments are: : . 174,000.00 City Cost of the project is: I:\Engineering\2021. 2030 Contracts\2025 CONTRACTS\25-12 Wtr Mn Repl \Construction\ Reports\ Report of Director of PW \25-12 Criteria for Reasonableness and Benefit_5-1-25.docx I t LAKE 13UTTE DES MORTS Lo N O N n M 3 N 0 z WATER MAIN REPLACEMENTS VARIOUS LOCATIONS CITY CONTRACT 25-1 2 OSHKOSH, WISCONSIN SHEET NO. DESCRIPTION GENERAL 1 TITLE SHEET 2 DESIGNATED HAUL ROUTES 3 PAVEMENT SUMMARY SHEET 4 UTILITY SUMMARY SHEET PAVING 5 FAUST AVENUE, N LARK ST. TO STA. 47+00 6 FAUST AVENUE, STA. 47+00 TO N. SAWYER STREET 7 N. LARK AVENUE, WITZEL AVE TO STA. 16+50 8 N. LARK AVENUE, STA. 16+50 TO STA. 21+00 9 N. LARK AVENUE, STA. 21+00 TO SOUTHLAND AVENUE 10 NATIONAL AVENUE, N LARK AVE. TO STA. 65+00 11 NATIONAL AVENUE, TO N. SAYWER STREET UTILITIES 12 FAUST AVENUE, N LARK ST. TO STA. 47+00 13 FAUST AVENUE, STA. 47+00 TO N. SAWYER STREET 14 N. LARK AVENUE, WITZEL AVE TO STA. 16+50 15 N. LARK AVENUE, STA. 16+50 TO STA. 21+00 16 N. LARK AVENUE, STA. 21+00 TO SOUTHLAND AVENUE 17 NATIONAL AVENUE, N LARK AVE. TO STA. 65+00 18 NATIONAL AVENUE, TO N. SAYWER STREET QUANTITIES 19 PAVING ESTIMATED QUANTITY SHEET 20 LATERAL ESTIMATED QUANTITY SHEET 21 STORM & SANITARY ESTIMATED QUANTITY SHEET 22 A-13 WATER ESTIMATED QUANTITY SHEET ISSUED FOR BID: 03/11/2025 CITY CONTRACT 25-12 OSHKOSH, WISCONSIN STREETS TO BE PAVED/UTILITY WORK • «G< DESIGNATED HAUL ROUTES QQ©- DESIGNATED HAUL ROUTES (EMPTY TRUCKS ONLY) - DESIGNATED TRUCK ROUTES O PROJECT AREA Lo N O N n M C N s 1-+ O N Z TYPICAL IM I CUISM11- %owm%oRG I K- NOT TO SCALE N 0 +7 z "E" RIGHT OF WAY 4" CONCRETE SIDEWALK, 4" CONCRETE SIDEWALK, THRU DRIVEWAY "A" FACE TO FACE OF CURB VARIES VARIES 6" THRU DRIVEWAY (WHERE REQ'D.) 6" VARIES VARIES (WHERE REQ'DJ C/ e" SLOPE =2.0 % MIN. 1020°� 1.0-2.0 % 6" X 4.0% MA. 6" CONSTRUCTION OR HINGE JOINT AT C/L WITH YF X 30" DEFORMED BARS _-- 157 - - • > BACKFILL, TOP SOIL, BACKFILL, TOP SOIL, FERTILIZE SEED &MULCH 2.0 FERTILIZE SEED & MULCH DISTURBED TYP) WHERE DISTURBED (18" TYP) 2 0' SAWED LONGITUDINAL JOINT WHERE (18" "C" PLAIN CONCRETE "D" CRUSHED AGGREGATE BACKFILL, TOP SOIL, BACKFILL, TOP SOIL, WITH INTEGRAL CURB BASE CO RSE FERTILIZE, SEED & E-MAT FERTILIZE, SEED & E-MAT BENCHMARK INFORMATION - BENCHMARK INFORMATION FOR UTILITY WORK ONLY. NEW BENCH MARKS TO BE ESTABLISHED BY THE SURVEYOR FOR GRADING/PAVING WORK TYPICAL HATCHING PATTERNS AND DESIGNATION SYMBOLS SHOWN ON SHEETS J1 I ' q AREAS INDICATING NEW SIDEWALK, DRIVEWAY OR PAVEMENT AREAS INDICATING NEW ASPHALT = AREAS INDICATING GRAVEL SHOULDER/DRIVEWAY City Contract 25-12 Benchmarks List 3/4/2025 Number Station Street Alignment Description Elevation 1 15+15 N. LARK ST. HYDRANT TAGBOLT @ FAUST AVE. & N. LARK ST. 758,71 42+24 FAUST AVE. 2 49+40 FAUST AVE. HYDRANT TAGBOLT @ FAUST AVE. & N SAWYER ST. 754.36 3 12+27 N. LARK ST. HYDRANT TAGBOLT @ N. LARK ST. & WITZEL AVE. 758.98 4 19+04 N. LARK ST. PK NAIL ON LP @ N. LARK ST. & NATIONAL AVE. 758.55 62+24 NATIONAL AVE. 5 22+30 N. LARK ST. HYDRANT TAGBOLT @ N. LARK ST. & CLAYTON CT. 758.33 6 69+40 NATIONAL AVE. HYDRANT TAGBOLT @ NATIONAL AVE. & N. SAWYER ST. 754.02 PAVEMENT SCHEDULE FOR CONTRACT 23-07 A" WIDTH - FEET FACE TO FACE 36' 36' "B" SAWED JOINT LOCATION 11.0' 11.0' "C" PAVEMENT DEPTH 7" CONCRETE 7" CONCRETE "D" BASE COURSE DEPTH 5" 5" "E" RIGHT OF WAY 60' 60' REMARKS UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, SIDEWALK/DRIVEWAYAPRON WORK, TERRACE WORK. UTILITY WORK, FULL DEPTH SAWING WORK, CONCRETE PAVEMENT, FINE GRADING, SIDEWALK WORK, TERRACE WORK. LOCATION 7FAUSTAV�ENUE (N. LARK AVE. TO N. SAWYER STREET) N. LARK STREET It (WITZEL AVE. TO SOUTHLAND AVE.) NATIONAL AVENUE I 880.50' (N. LARK AVE. TO N. SAWYER STREET) CITY OF OSHKOSH, WISCONSIN 36' 11.0' 7" CONCRETE 5" 50'l: UTILITY WORK, EXCAVATION/GRADING WORK, CONCRETE PAVING WORK, SIDEWALK/DRIVEWAY APRON WORK, TERRACE WORK. _ PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION ELEV. DESIGN DATE FEBRUARY 2025 ISSUED FOR BID SURVEYOR DESIGN ENGINEER I MWN o zo 40 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: v PAVEMENT SUMMARY -CONTRACT 25-12 PAVEMENT NOTES 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 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 STREET CONSTRUCTION IF CONFLICTS EXIST. 2. EXCAVATION QUANTITIES DO NOT INCLUDE EXCAVATION FOR SIDEWALK. 3. ALL TERRACE TREES MUST BE PRESERVED UNLESS OTHERWISE SPECIFIED. NO EXCESS PRUNING OF ROOTS SHALL BE PERMITTED. 4. ALL RADII SHOWN ARE TO FRONT FACE OF CURB. 5. THE EXACT LOCATION OF THE DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 6. FINISHED GRADES AS SHOWN AT SIDE STREET INTERSECTIONS ARE APPROXIMATE AND MAY BE ADJUSTED BY THE ENGINEER IN THE FIELD. 7. TRANSVERSE JOINTS SHALL BE SAWED AT 14' (MAX.) - 6' (MIN.) SPACING FROM ADJACENT TRANSVERSE JOINTS, UNLESS SPECIFIED OTHERWISE BY THE ENGINEER. 8. ALL CURB RADII SHALL BE 12" WIDE CURB HEAD FOR EACH CURB RADIUS AS DIRECTED BY THE ENGINEER. THE EXTRA CURB HEAD WIDTH SHALL BE PROVIDED FROM END OF RADIUS TO END OF RADIUS AT EACH CORNER. THE EXTRA CURB HEAD WIDTH SHALL BE ADDED TO THE BACK OF THE INTEGRAL CURB SECTION. 9. INLET CASTING TO BE WELLED 3/4" BELOW FINISHED GRADE WITH SMOOTH TROWELLED EDGES. 10. SIDEWALK THICKNESS THRU DRIVEWAYS, ISLANDS, AND CROSSWALKS SHALL BE 6 INCHES, ALL OTHERS SHALL BE 4 INCHES. (UNLESS SPECIFIED OTHERWISE) 11. REPLACE DISTURBED SQUARES FROM UTILITY WORK AS DIRECTED BY THE ENGINEER IN THE FIELD. PROPOSED 4" CONCRETE SIDEWALK, 6" THRU DRIVEWAYS. (TYP) (3)-20' (MAX LENGTH) OF #4 REINFORCING RODS OVER UTILITY TRENCHES. (TYP) (2) #4 9" LONG TIE BARS AT EACH SIDEWALK CONSTRUCTION JOINT LOCATION (TYP) 12. TURF RESTORATION LIMITS BEHIND BACK OF SIDEWALK. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER (TYP). TURF RESTORATION FOR LATERAL WORK (NOT SHOWN) WILL GENERALLY BE FROM 5 TO 10 FT BY 4 FT WIDE BEHIND BACK OF SIDEWALK. UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 FIRED PT. NON -EMERGENCY NUMBER CITY OF OSHKOSH PUBLIC WORKS DEPT. 215 CHURCH AVE. JAMES RASE - DIR. PUBLIC WORKS JUS7IN GIERACH- DIVISION MANAGER/ 920-236-5065 ENGINEERING DIVISION OSHKOSH, WI CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE 92D-232-5332 PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER WATER DIVISION CITY OF OSHKOSH 805 WITZEL AVE. TRAVIS DERKS - CITY FORESTER 920-232-5314 PARKS DEPARTMENT OSHKOSH, WI CHAD DALLMAN - ASST. DIR. PARKS 920-232-5313 FORESTRY DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. DAN LABUTA 920-232-5350 TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH 920-232-5348 TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR SIGN DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS 920-232-5342 TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR SPECTRUM 3520 DESTINATION DR. VINCE ALSIN DAY 920-831-9249 APPLETON, W I EVE 920-738-0444 WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN -SENIOR SERVICE 920-617-2778 SERVICE CORP. OSHKOSH, WI MANAGER WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800450-7280 SERVICE CORP. ELECTRIC EMERGENCY NUMBER 1.800-450-7240 WISCONSIN & 1890 E. JOHNSON ST. BEN MEIGHAN 608-243-9129 SOUTHERN RR CO. MADISON, WI TRANS CANADA 801 O'KEEFE ROAD DE PERE, WI MATT ERNST 920-338-6573 1-800-758-1576 EMERGENCY ALLIANT ENERGY- WPL - - 1-800-255426B NON -EMERGENCY'' 70 E. DIVISION ST. CHARLES BARTELT 920-929-1013 AT&T WISCONSIN FOND DU LAC, WI ENGINEER WINDSTREAM 13935 BISHOPS DR. BROOKFIELD, WI 53005 JAMES KOSTUCH 262-792-793B CANADIAN 1625 DEPOT ST. JACKIE MACEWICZ 715-345-2503 NATIONAL RR STEVENS POINT, WI UW-O FACILITIES 650 WITZEL AVE. JOANN RIFE 920424-3466 JOHN FENLON 920424-2317 MANAGEMENT OSHKOSH, WI 64903 7:00 - 3:30 DATE BY PAVEMENT SUMMARY 03/11/2025 CITY CONTRACT 25-12 SHEET 3 OF 22 Vtnr-KAL IVV 1 Ca r%jm uum i mmu i cuis Ln N 0 N M 3 N t 0 ­ a z MANHOLE VERTICAL CALCULATION FORMULA FOR ALL SANITARY & STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) FOR ALL STORM INLET MANHOLE RISERS DEPTH=RIM ELEVATION MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CONTRACTOR) FOR ALL STORM MANHOLE RISERS DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS ELEVATION AT TOP OF BOX CULVERT (FRAME & LID PROVIDED BY CITY OF OSHKOSH) FOR ALL STORM INLETS & INLET MANHOLES DEPTH=FLOWLINE ELEVATION MINUS INVERT ELEVATION PLUS SUMP DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) TYPICAL DESIGNATION SYMBOLS SHOWN ON SHEETS 1 THE CONTRACTOR SHALL FIELD VERIFY SANITARY LATERAL LOCATIONS AND SHALL DETERMINE WHICH LATERALS ARE LIVE AND NEED TO BE RECONNECTED. THE ENGINEER WILL ASSIST THE CONTRACTOR IN DETERMINING WHICH LATERALS ARE TO BE RECONNECTED. 2 IMMEDIATELY AFTER CONSTRUCTION OF ANY INLET, THE CONTRACTOR SHALL INSTALL INLET PROTECTION IN THE STRUCTURE TO MINIMIZE SEDIMENTATION OF THE INLET AND STORM SEWER. 3 NEW CURB BOXES WILL BE PROVIDED BY THE CITY FOR EXISTING INLET CASTING AS REQUIRED. CONTRACTOR MUST SALVAGE PLATES AND HAUL TO CITY GARAGE. 4 V VALVE TOP BOX SECTION SHALL BE SET OVER ALL WATER SERVICE SHUT-OFF VALVES LOCATED IN THE NEW SIDEWALK AND PAVEMENT. THE CONTRACTOR WILL BE ABLE TO OBTAIN THESE BOXES FROM THE CITY WATER DISTRIBUTION AT 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. CONTRACTORS SHALL COORDINATE CASTING PICKUP WITH CITY ST = PROP. 6" STORM LATERAL & STORM LATERAL INLET REQ'D. LATERAL SHALL BE INSTALLED IN OPEN TRENCH STREET OPERATION STAFF. CASTING SHOULD BE PICK UP ALL AT ONCE. 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 AND THE BOTTOM OF THE STRUCTURE BROKEN APART TO PREVENT WATER POOLING WITHIN STRUCTURE BASE. Ip = TYPED "MODIFIED" INLET PROTECTION REQ'D, ON NEAREST DOWNSTREAM INLET OR AT EXISTING INLET (TYP). ***UNLESS OTHERWISE NOTED ON PLAN*** 7 ALL CASTINGS FROM ABANDONED MANHOLES AND INLETS SHALL BECOME THE PROPERTY OF THE CITY OF OSHKOSH. THE CONTRACTOR MUST HAUL SB = STONE BAG REQ'D. AT NEAREST RAT HOLE OR SPECIFIED LOCATION IF IN A DITCH OR SLOPE (TYP) ALL SALVAGED CASTINGS TO THE CITY GARAGE AT 639 WITZEL AVE., UNLESS OTHERWISE NOTED. TYPICAL LATERAL CONNECTION NOTES TYPICAL STORM LATERAL INLET 8 THE LOCATION OF EXISTING UTILITY FACILITIES SHOWN ON THE PLAN SHEETS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY FACILITIES WITHIN 1 RELAY 1" WATER SERVICE TO FRONT OF WALK AND 5' TO 10' FROM STANDARD LIGHT DUTY 8" THE PROJECT AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL BE CONNECT TO EXISTING SERVICE (TYP.) � BACK OF WALK LOCKING OPEN GRATE REQUIRED TO CONFIRM ALL UNDERGROUND FACILITIES BY REQUESTING AN (NYLOPG OP - GRAT S)* UNDERGROUND LOCATE THROUGH DIGGERS HOTLINE PRIOR TO WORK. THE UTILITIES SHALL ADJUST THEIR FACILITIES TO FIT THE NEW STREET 2 RELAY LIVE SANITARY LATERALS TO BACK OF WALK **"NO DUMPING DRAINS TO O WATERWAY" GRATE MARKER** CONSTRUCTION IF CONFLICTS EXIST. WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) 3 RELAY LIVE STORM LATERALS (6") TO BACK OF WALK DEPRESS GRATE 1" (MAXIMUM) FROM 9 CONTRACTOR TO INSTALL INSULATION OVER ALL NEW/EXISTING WATER MAIN WITH RISERS, BENDS, 2 MARKER BALLS MIN. (TYP) (A)EXISTING GRADE REGRADE EXISTING AT ALL INLET LOCATIONS SHOWN ON THE PLANS. CITY OF OSHKOSH WATER SURFACE AS NEEDED FROM GRATE TO DEPARTMENT TO SUPPLY ALL INSULATION. PRICE TO BE INCLUDED IN THE PROVIDE MOWABLE AREA UNIT PRICE OF THE WATER MAIN. 4 NEW 4" SANITARY LATERAL AND 1" WATER SERVICE REQUIRED TO BACK OF WALK WITH RISERS, BENDS, (A)10 CONTRACTOR SHALL SWEEP ROADS AT THE END OF THE DAY IN ANY AREAS THAT 2 MARKER BALLS MIN. (TYP) 2808AG DRAIN CONSTRUCTION ACTIVITY IS OCCURRING. ROADS SHALL BE SWEPT PRIOR TO ANY 5 CONTRACTOR TO PERFORM UTILITY LINE OPENING BASIN (NYLOPLAST)* FORECASTED RAIN EVENT TO MINIMIZE SEDIMENT TRANSPORT. ROADS SHALL (ULO), PAID FOR UNDER BID ITEM #2914, #3890, #4950. O STANDARD 5' HEIGHT ALSO BE SWEPT ON AN AS -NEEDED BASIS IF TRACKING OCCURS DURING THE WORK DAY. ROADS SHALL BE SWEPT A MINIMUM OF ONCE A WEEK EVEN IF NO CONTRACTOR TO VERIFY IF LATERAL IS LIVE OR DEAD. STORM CONSTRUCTION ACTIVITY HAS OCCURRED IN THAT WORKING AREA TO MINIMIZE SEWER SEDIMENT TRANSPORT TO NON -CONSTRUCTION AREAS. REVISIO CITY OF OSHKOSH, WISCONSIN NS 6" PVC STORM SEWER LATERAL MAIN UTILITY SUMMARY - CONTRACT 25-12 * = 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 FEBRUARY 2025 ISSUED FOR BID 03111/2025 SURVEYOR DESIGN ENGINEER MWN o zo ao CITY CONTRACT 25-12 SHEET 4 OF 22 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 42 757 756 755 754 753 - � - - -- I j- EX. NORTH FIL 42+00 42+50 43+00 `" "' "" 42 757 756 755 754 753 42+00 42 757 756 755 754 753 42+00 44+00 42+50 43+00 `" '° '" ""' 44+00 44+9n 45+no 45+50 46+00 46 44+50 44+50 45+00 45+00 42+50 43+00 ffl— Iffl- -- - -- 45+50 45+50 46+00 46+00 757 756 755 754 753 50 46+50 757 756 755 754 753 -50 46+50 757 756 755 754 753 ,50 3 PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIRS BENCH MARKS - USGS NAVD 88 DATUM ELEV. PLAN DESIGN INFORMATION ISSUED FOR BID 03111/2025 AVENUE NO. STATION DESCRIPTION DESIGN DATE FB8BIBFR�oe FAUST o SURVEYOR N. LARK ST TO STA.46+50 2i DESIGN ENGINEER MWN SCALE IN FEET: ° so 40 CITY CONTRACT 25 12 SHEET 05 OF 22 i CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 7 i FAUST AVENUE a (3) N0.4 REINFORCED RODS REQ'D OVER UTILITY TRENCHES (TYP.) l 1222 I 1216 I Ii 1234 I 1228 __ _ In ...� I 1, _ 63. 0 PAV'T 1.."DOWELBARS �,-� 63.90' I. 63.90' ;.- '—_--- 1 2X5' �,--- BARS 1 DOWEL REQ'D(TYP.) �'.� x (= �f , �....1.__DWF REQ'D TYP. uI!, �. i ti. cn �\ __ I �_ - -_ T ES -- _ _ADJUST - - .� -- ..- -- — L :. ? CU I�.i. 1,1\'1 --I -- BARS DIEF RMED(USE I -� .� d .. MANHOLE �_- -r-=� T - _ _JUST 46 00 MANHOLE a --. -- I @ (TYP.) I (TYP.) C -i. -.0 . ° 49 00 50 00_ .0 51 00 47 00 i 48 00 n ° a - PROP.?"CONC.PAV"f ALLINCLUSIVEPER M a. ° ° ��° • �:°a BID ITEM 1308 (TYP.) - - - ®• 1, ® PROP 8" HES CONC. PAV'T • ° ALLINCLUSIV L DEPTH 4` PER D ITEM 1319 ed `1 PAV'T D Ci I f4 .._ L TRANSITION i ) _ II (TYP. 1... _ _ 0- ♦p _-- E - -- 1 -- --- --- I 1 121.47, 2'X5' �� •� ) WCUT j - DWF - I+++ FULL DEPTH REQ'D TYP. — _ i c r `-� i 58.50' 50.00' 59. SW TIE BARS I PAV'T 1 %" DOWEL ' 1221 1215 REQ'D(TYPJ 1303 I 1231 I 1225 I I _ S BAR PROP. 4" CONCRETE SIDEWALK 6" THRU DRIVEWAYS. (TYP) I 49+00 49+50 50+00 50+50 51+00 46 755 754 753 752 751 46+50 46+50 47+00 4i+'JU - 755 _.. _..... �...... 754 EX G(L 753 I -� _....._ _... -� _... _. ....... 752 751 as+Sn 49+10 49+50 50+00 50+50 51, 46+50 46 755 754 753 752 751 47+00 �n 49+00 49+50 50+00 50+50 47+00 �n 49+00 49+50 50+00 50+50 755 754 753 752 751 51+00 755 754 753 752 791 51+00 755 754 753 752 791 46+50 47+00 PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIRS O BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION 2025 ISSUED FOR BID 03/1112025 FAU ST AV E N U E = NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBRUARY O SURVEYOR STAT 46+50 TO N. SAWYER STRET DESIGN ENGINEER MWN 20 4a CITY CONTRACT 25-12 SHEET 06 OF 22 JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° i CITY OF OSHKOSH, WISCONSIN z Z 12 758 757 756 755 00 12+50 _.._. _... _... _..... _._. EX. WEST F/L I i .. 14+5n 15+00 15+50 16+00 16+50 17- 12+00 12 758 757 756 755 12+SU rs+uu —nn 1s+sn 16+00 16+50 758 757 756 755 17+00 +00 12+50 13+UU EX. CIL ---------- 15+50 16+00 16+50 17 12+00 IF. 757 756 755 12+00 12+50 0+00 12+50 CITY OF OSHKOSH, WISCONSIN 13+UU is+uu PLAN DESIGN INFORMATION DESIGN DATE MARCH 2O25 SURVEYOR DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS 15+00 PLAN REVISIONS SCALE IN FEET: 15+50 16+00 16+50 DESCRIPTION I DATE I BY ISSUED FOR BID 10/1512024 CITY CONTRACT 25-07 758 757 756 755 +00 17+00 758 757 756 755 -00 PAVEMENT REPAIRS N LARK STREET WITZEL AVE TO STA. 17+00 SHEET 07 OF 23 12+00 IF. 757 756 755 12+00 12+50 0+00 12+50 CITY OF OSHKOSH, WISCONSIN 13+UU is+uu PLAN DESIGN INFORMATION DESIGN DATE MARCH 2O25 SURVEYOR DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS 15+00 PLAN REVISIONS SCALE IN FEET: 15+50 16+00 16+50 DESCRIPTION I DATE I BY ISSUED FOR BID 10/1512024 CITY CONTRACT 25-07 758 757 756 755 +00 17+00 758 757 756 755 -00 PAVEMENT REPAIRS N LARK STREET WITZEL AVE TO STA. 17+00 SHEET 07 OF 23 n I N LARK' STREET i (3) N0.4 REINFORCED RODS I I I I I I PROP. 4" CONCRETE SIDEWALK 6" REQ'D OVER UTILITY TRENCHES UTILITY i i i i THRU DRIVEWAYS. (TYP) i SW TIE BARS 145 151 157 i 161 i 201 213 i 219 225 231 REQ'D (TYP.) PAVT TIES REQ'D USE I PAVT TIES REQ'D (USE 90.00' 60.00' #6-12" DEFORMED I 90.00' C".� I 9010 .,- (� 60.00' #6-12" DEFORMED 60.00' 0 00' (i gARS @ 3' C-C FULL DEPTH SAWCUT BARS @ 3' C-C REQ'D (TYP.) _J L DEPTH SAWCUT _ ....-_ _.... ..____ r " __- L.P. REQ'D (TYP.) r 100 -- -i _J - -- --- --- - y ..._-- + - - _ - �I I �I O H.P. �. I _. ir' I I � PROP. 7"GONG. PAVT ALL INCLUSIVE PER BID ITEM 1308 (TYP.) a c . 17 90.9 i' :21 00 , to ? ° ° I° I .: ° TT. PAVT 1 "DOWEL BARS I I _- — - -- --_ — --- — — -- 71A ---- - --- ---- ° ._...- -- L°.� •ADJUST - — -__ __.. — --- - ,p'\j (TYP) L - REQ'D (TYP.) , i E 1.,.. - MANHOLEH.P. • I � I — � :: _ L.P. HP + L.P. REQ D TYPS( ) C.1 L-_. I I� .,>. 80' 65.00' °� I� 65.00' 1.t1-;I F 6500' t�5 65.00' O ! C _� 65. 0 SW TIE BARS .00' 65. ® t i REQ'D (TYP.) I r-- _. PAVT 1 " DOWEL BARS I I I! i REQ'D (GYP.) _ `} E' 158 Z _ n. 208 216 220 s / PAVT TIES REQ'D USE �; �i I 144 154 (3) N0.4 REINFORCED RODS I FULL DEPTH SAWCUT _ 5 - ! REQ'D TYP. #6-12" DEFORMED �! t REQ'D OVER UTILITY (TYP.) BARS 3' C- i I I j I, �..... I; I TRENCHES (TYP.) @ I I 1." DIII II(TYP.) k PAV'Tw REQ'D .... I I im 758 757 756 755 17+00 17+50 18+00 ltl+JU ly+vv 17 758 757 756 1a+nn 19+5n 20+00 20+50 I - --- -- - - - EX. CIL 755 17+00 17 758 757 756 755 n+00 88 CITY OF OSHKOSH, WISCONSIN 17+50 18+00 1.". ­­ -- `- -- 758 758 757 756 755 00 21+00 758 757 756 755 00 1—n to+9n 19+00 19+50 20+00 20+50 21+00 17+50 18+0u PLAN DESIGN INFORMATION ELEV. DESIGN DATE MARCH 2O25 SURVEYOR _ DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS SCALE IN FEET: DESCRIPTION ISSUED FOR BID DATE BY 10/15/2024 CITY CONTRACT 25-07 PAVEMENT REPAIRS N LARK STREET STA. 17+00 TO STA. 21+00 SHEET 08 OF 23 Z N LARK STREET i (3) NO.4 REINFORCED RODS PROP. 4" CONCRETE SIDEWALK 6" I I REQ'D OVER UTILITY i THRU DRIVEWAYS. (TYP) ' TRENCHES (TYP.) 231 I 235 --- tE51 255� SW TIE BARS 213 I 219 225 i 247 REQ'D (TYP.) PAVT TIES REQ'D (USE 60.00' #6-12" DEFORMED 60.00' i 60,00' `� 60.04�� 0.00 C ( 60 0 90 0 r I t; ct I L, J FULL DEPTH SAWCUT I� `; BARS @ 3' GC REQ'D (TAP.) _ 1--- , --- --- ) L.P. L.P. _..� _._.._ ._._� _—'__._ __._---._-_ _._.l._...._ .._a_— p ___-_ ___-_------- H.P. Jq119- • - ` PROP. 7" CONCPPAV'f ALL INCLUSIVE P� n- ER °I >p.: °I ° .W> 1 BID ITEM 1308(TYP.) • ° a ®.• I e~I I 23°00 I' .j' .� d� •24 00° a 21t00 Ex �tCPI I v�,'T ° ADJUST n C. t=nv'i —ADJ. MH ." .- ° ° I . I MANHOLEI- I- - - -- -- - - P. I Q • L.P.- _ ------(- L.P. � II '--- .... _ _ - PAVT ." DOWEL BARS PAVT I.- DOWEL BARS 'l �- - +, REQ'D D1(TYP.wE �� I _ REQ'D (TAPS _ .� i - > 6 0 i —i 65.00' 65.00'7,J 65.006 �� 65.00 i I f 00' I RS 216 220 �� n - 238 SW TIE BARS 244 i 252 208 I I I ' I FULL DEPTH SAWCUT - `� REQ'D (TAPS PAVT 1." DOWEL BARS (3) NO.4 REINFORCED RODS REQ'D (TAPS h / PAVT TIES REQ'D (USE REQ'D (TAPS �(,, ( I� -� REQ'D OVER UTILITY`" C`� o #6-12" DEFORMED 0° BARS @ T C-C TRENCHES (TYP.) PAVT 1:' DOWEL BARS U U REQ'D (TYP.) —n as+sn 23+00 23+50 24+00 24+50 25+00 21 760 759 758 757 756 755 21+00 21 760 759 758 757 756 755 21+00 21 760 759 758 757 756 755 21+00 21+50 22+00 cc+ou ca*uu -- -- �• -- _. aa,nn as+sn 23+00 23+50 24+00 24+50 25+00 21+50 22+00 eo*uu-- _. __ aa�nn as+sn 23+00 23+50 24+00 24+50 25+00 21+50 22+00 ec'Du es+uu -- - -- PROP 7"HES CONC. PAVT ALL INCLUSIVE PER BID ITEM 1309 (TYP.) N 0 25+50 760 759 758 757 756 755 50 25+50 760 759 758 757 756 755 50 25+50 760 759 758 757 756 755 F50 W PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIRS a) BENCH MARKS - USGS NAVD 88 DATUM ELEV. DATE MARCH 2O25 ISSUED FOR BID 10/15/2024 STREET Y NO. STATION DESCRIPTION DESIGN SURVEYOR STN A. 1LARK UE DESIGN ENGINEER JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° 20 ao CITY CONTRACT 25-07 SHEET 09 OF 23 i CITY OF OSHKOSH, WISCONSIN z t.1 L.P o N m W_ - ADJUST MANHOI IT". (TYP. Q � 0 1n_ 757 756 755 754 753 62+00 62+50 63+00 —1— b41UU •" "•' "" "" 62 757 756 755 754 753 757 756 755 754 753 F00 11 — 63+00 63+50 64+00 64+50 65+00 65+50 66+00 62+00 62+50 63+00 bs*JU b4*UU ,. 11 — F,3+00 C 3+50 64+00 62 757 756 755 754 753 62+00 62+50 63+00 bs*ou b4+UU BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION DESCRIPTION ELEV. DESIGN DATE FEBRUARY 2025 SURVEYOR DESIGN ENGINEER MWN CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS 64+50 PLAN REVISIONS SCALE IN FEET: F 65+00 65+50 DESCRIPTION ISSUED FOR BID 757 756 755 754 753 00 66+00 757 756 755 754 753 '00 DATE BY 03/11/2025 CITY CONTRACT 25-12 PAVEMENT REPAIRS NATIONAL AVE N LARK AVENUE TO STA. 66+00 SHEET 10 OF 22 , NATIONAL AVE i r , 1310 I 1300 I ► I � ) � F --- i— - I----� —' (3) NO.4 REINFORCED RODS REQ'D OVER UTILITY PAV'T DEPTH 77.00' TRENCHES (TYP.) 77.0 rl k TRANSITION J x x_., -------- - __ tr __ I - 'D USE t +� __.- — --- --- -- _._- -- f- --- ---_ y__. -- -- ---- �Q.:. _._..111 PAVTTIESREQ ( — --- 'D TYP. -- _ --- - ARS - I 1 DOWEL BARS ADJUST BARS @ 3FGC ED , ��EQ 1(" DOWEL I ��JLL DEPTH SAWCUT- REQ'D (TYP) a MANHOLE • I -PAV'TI�f l,. /�/T . EQ'D(TYP.) (IYP.) c a ooss oo s7 00 a. ,II . .• a .:.. .•Lpe otO• e �II' PROP. 7" CONC. PAVT ALL INCLUSIVE PRI ° ®®. PAV'T TIES REQD (USE65 00 6 00 BID ITEM (TYP12"DEFORMED � 8RS @ 3' C-C I \ NC. PAV' .___. ---- ._... / -_-. '� ._ t +, ---- --._/ -.. - 4 . \ \ i -----a .. _� r\\ - — BID I 1319 (TYP.)T • I - PROP ALL INCLUSIVE / ®. Cam_ _ - I r - --- --- - ----- I- SWTIE�AR��--- __ -__ oo '-- I - ti •-' ��- --. FULL DEPTH SAWCUT r REQ'D TYP.+� 128.20' I 63. I 63.9 I REQ'D (TYP.1 e ;r'• , 63.90' I 63.90 _ gp' 63.90 I / -'t 63.90 I l: (3) NO.4 REINFORCED RODS r ► T' -'----+� r r SIDEWALK 6" REQ'D OVER UTILITY 1- —r 1235 1229 ► 1223 PROP. 4" THRU DRIVEWAYS. (TYP) 1217 IT IS THE STREET REcoNSTRUCT11oNOONTRACTORS 1313 � 1305 � ( )-� ► � � � RESPONSIBILITY TO ACQUIRE AND MAKE ALL ON J08 ► AWARE OF THE OSHA MINIMUM APPROACH DISTANCES -� I II II I FORA69,000-VOLT TRANSMISSION LINE. t /I i ► -L -- I- - r I I 68+00 68+50 69+00 69+50 70+00 d d Y a z 66 755 754 753 752 751 66+00 66 755 754 753 75E 751 bb+SU 68+50 69+00 69+50 755 754 753 752 751 70+00 -00 66+SUEX CIL 68+50 69+00 69+50 70 66+00 66+SU b/+UU 755 754 753 752 751 -00 W Lu v / ZA Q Z 67+00 67+50 68+00 68+50 69+00 69+50 70+00 66+00 66+50 755 755 i 54 754 -- -_ ---. _.... -_..... __.. __.. � EX. SOUTH F/L ___.... .. ._... __-___. ______ _......_.. ..____. 753 753 --- _... ..__ -- — .L — EX. EOR _.. — — — 752 752 -- — ——— —— 751 751 67+50 6B+00 68+50 69+00 69+50 70+00 66+00 66+50 67+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY PAVEMENT REPAIRS NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBRUARY2025 ISSUED FOR BID 03/11J2025 NATIONAL AVENUE SURVEYOR STA 66+00 TO N SAWYER STREET DESIGN ENGINEER MWN 20 46 SHEET 11 OF 22 CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 CITY CONTRACT 25-12 D 756 755 754 753 752 751 750 749 748 747 746 745 744 743 o-59 nn,.nn 44+50 45+00 45+50 46+00 46- V-3 = 8" VALVE STA =15+47.7, 9.0' LT T-1 = 8" X 8' TEE STA=15+45.3, 9.0' LT 756 V-2 = 8" VALVE STA=15+45.3, 7.4' LT B-3 = 8" 45' BEND STA=15+45.3, 5.2' LT B-4 = 8" 45' BEND STA=15+45.3, 3.0' LT 755 0-5 = 8" 45' BEND STA=15+45.2, 7.8' RT 0-6 = 8" 45' BEND STA=15+45.2, 10.4' RT 754 T-9 = 8" X 6" TEE STA.42+41.8, 8.0' RT H-2 = HYDRANT STA.42+41.8, 23.6' RT V-14 = 6" VALVE STA.42+41.8, 11.2' RT 753 V-13 = 8" VALVE STA=42+44.0, 8.0' RT 0-2 = DEFLECTION STA. 43+91.8, 9.0' RT 752 T-10 = 8" X 6" TEE STA=46+07.0, B.0' RT H-5 = HYDRANT STA=46+07.0, 24.0' RT V-29 = 6" VALVE STA=46+07.0, 11.2' RT 751 V-21 = 8" VALVE STA.46+09.9, 8.0' RT 750 STA. 8' W.M. EL. (TOP) 749 15+45.3 (T-1) 748.89 748 15+45.3 (V-2) 748.89 15+45.3 (B-3) 748.89 15+45.3 (B-4) 747.63 747 15+45.2 (B-5) 747.63 15+45.2 (8-6) 750.31 746 15+45.0 (T-9) 750.31 42+44.0 (V-13) 750.31 43+91.8 (0-2) 748.55 745 46+07.0 (T-10) 747.33 46+09.9 (V-21) 747.33 744 143 50 41+50 42+00 4cf+�u qj- ._ 3 PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER M Q BENCH MARKS - USGS NAVE)88 DATUM DESCRIPTION ELEV. DESIGN DATE FEBRUARY2025 ISSUED FOR BID 03/11/2025 FAUST AVENUE 0 NO. STATION 1 42+24 HYDRANT TAGBOLT FAUST AVE. & N. LARK ST. 758.71 SURVEYOR N. LARK ST. TO STA. 47+00 � DESIGN ENGINEER MWN y JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 20 40 CITY CONTRACT 25-12 SHEET 12 OF 22 SCALE IN FEET: a CITY OF OSHKOSH, WISCONSIN z 4 4 l 1 I I 1234 I 1228 +� I oiN, Fl222 OU N J 1 N 1 - C mn 63.90.) I 63.Oj viro I �t..,J ntn 6390' Ill Ills 1I1111 I I 1 I7 s l ss RE CONS � I I p , 46 753 752 751 750 749 748 747 746 745 744 743 742 46+50 50.00' a I 0 0 I 1225 �- N\ i M I N n7+nn 47+00 CITY OF OSHKOSH, WISCONSIN i FAUST AVENUE II N l I+ \WI `v 1216 + I a. W - 63.90' `�vi vi 12 .2 6<-SS 7 , r ,-- L481 SSip SSS --W W W-t --(ABAN.),... .- i. jCO 2 P-15 CO-2 50 00 IP I PROP. 8" WIVI RELAY l _ T-6_ V-16 CO-11 AN.. II Il IX Jl' > 1 59.06' AS pcD Vo 1221 C) 1 oln 7215 I N I + U U N I [n 47+Sn 48+00 48+50 49+00 49+50 50+00 PLAN DESIGN INFORMATION PLAN REVISIONS DESIGN DATE FEBRUARY 2025 SURVEYOR DESIGN ENGINEER MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 753 752 751 750 749 748 747 746 745 744 743 742 -00 DESCRIPTION ISSUED FOR BID I W WI j j_I. �. 1 W N < I CUT 8 CAP -- - - EX. 6' WM NOR7H 3EX6 D,L, SIDE OF TEE EX. CROSB-"", CONN. TO REMAIN ACTIVE III y WITZEL to _. AVE 1 ___ Q _ _ - - ..IP l_ - H� EX 16' P.C.C.P M -- L �_.. _�'-- -- SAN SAN-}- SAN SAN- - I WATER MAIN FITTING SCHEDULE D-8 = DEFLECTION STA. 46+90.0, 8.0' RT DA = DEFLECTION STA =49+20.0, 9.0' RT V-20 = 8" VALVE STA.=49+33.2, 9.0' RT T-6 = 8" X 6' TEE STA. 49+37.2, 9.0' RT V-16 = 8" VALVE STA. 49+40.0, 9.0' RT V-15 = 6" VALVE STA =49+37.2, 11.2' RT H3 = HYDRANT STA49+37.5, 23.9' RT B-15 = 8" 22.5 ` BEND STA.=49+43.0, 9A' RT B-16 = 8" 22.5' BEND STA. =49+55.5, 13.6' RT V.17 = W VALVE STA=49+58.9, 13.5' RT T-11 = 12" X 8" TEE STA=49+61.4, 13.5' RT V-18 = 12" VALVE STA. 49+61.4, 16.3' RT V-19 = 12" VALVE STA=49+61.3, 10.7' RT STA. 8' W.M. EL. (TOP) 46+90.0 (D-8) 745.86 49+20.0 (134) 744.85 49+37,2(T-6) 744.38 49+40.0 (V-16) 744.38 49+43.0 (B-15) 744.38 49+55.5 (B-16) 743.79 49+58.9 (V-17) 743.79 49+51.4 (T-it) 743.79 S P•14 = 4.4 L.F-P . 8" SAN..-@.. @ 0..'29%," P-15 - 5.0 L.F. 8" SAN. @ 0.56% MAIN CONNECTIONS CO-11 = CONN. PROP. 12" WM TO EX. 12' WM COA2 = CONN. PROP, 12" WM TO EX. 12' WM CO.21 = CONN. EX. 8" SAN. TO PROP.8" SAN. @ 746.0± CO.22 = CONN. EX. 8" SAN. TO PROP.8" SAN. @ 746.0t CO-23 = CONN. EX. 8" SAN. TO PROP.8" SAN. @ 745.9t CO-24 = CONN. EX. 8" SAN. TO PROP.8' SAN. @ 745.9i CO.25 = CONN. EX. 8" SAN. TO PROP.8" SAN. @ 745.2t CO.26 = CONN. EX. 8" SAN. TO PROP. MH06-429 @ 745.1f DATE BY WATER MAIN osnvzoze FAUST AVENUE STA. 47+00 TO N SAWYER STREET CITY CONTRACT 25-12 SHEET 13 OF 22 N N. LARK STREET I I _> v 115 o+ 123 I +,� I, m 129 I 80.00' 0.00' O.00' 80.00' 60.00' mro t `r I �� I I 1P I Vv, rvtvi mart;-� Bm 7 8.98 .. ._. L .... ..._.._..... ..._..__- .____ __.__._... ...LINE �� GAS 4 I _l c ',P I SS SST I I WM RELAYPROP. -" ',. S"oCO4Pry+ s.c. 6 I B-2 D-1 S.S.C. 0 1 I (A - - - ------ I - _ -I i:: t J �` s.? ?-�""12xT.00'-�J 85.00 W c m I I I it lI C 10171 6 (TV) 1" COPPER 12" 760 759 758 757 756 755 754 753 752 751 750 749 748 747 12+00 t�+nn tZ+Sn 14+00 14+50 1"i'+5U 13+UU z I � 135 + I O I 60, I I i 145 +� roro 151 10' I s0.00' 60.00, SS SSJ-'_� `-`�i SS V-2 B 3 RECONST. II SAN. MH 164-00 B-0 '8_5 +00 ; - W - _ ..�758.71 �Z a5.00 H 2 1 V-93 Ili 65.QI\\0, V-14.. J 126 / I J M V V m Iw Y, V N o19 - 19 a 15+00 15+50 16+00 3. BENCH MARKS - USGS NAVO 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY STATION DESCRIPTION ELEV. DESIGN DATE FEBRUARY 2025 ISSUED FOR BID 03/11/2025 a 1 15+15 HYDRANT TAGBOLT R FAUST AVE. & N. LARK ST. 758.71 SURVEYOR 3 12+27 HYDRANT IAGBOLT N. LARK ST. &WITZEL AVE. 75B.96 DESIGN ENGINEER MWN i CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: 0 20 49 CITY CONTRACT 25-12 z 16+50 760 759 758 757 756 755 754 753 752 751 750 749 748 747 50 I I MAIN CONNECTIONS CO-1 = CONN. PROP. 8• WM TO EX. 8' WM WATER MAIN FITTING SCHEDULE B-1 = 8' 45' BEND STA.=12+27.8, 10.2' RT 0-2 = 8" 45` BEND STA =12+49.1, 8.0' LT 0-1 = DEFLECTION STA=12+97.0, 8A' LT V-1 = 8" VALVE STA =15+42.7, 9.0' LT T-1 = 8' X 8" TEE STA =15+45.3, 9.0' LT V-3 = 8" VALVE STA=15+47.7, 9.0' LT V-2 = 8" VALVE STA=15+45.3, 7.4' LT B-3 = 8° 45` BEND STA=15+45.3, 5.2' LT B.4 = 8" 45' BEND STA=15+45.3, 3A' LT B-5 = 8" 45' BEND STA=15+45.2, 7.8' RT B.6 = 8' 45' BEND STA=15+45.2, 10.4' RT T-9 = 8" X 6" TEE STA.=42+41.8, 8.0' RT H-2 = HYDRANT STA=42+41.8, 23.6' RT V-14 = 6• VALVE STA.42+41.8, 11.2' RT V-13 = 8• VALVE STA. 42+44.0, 8.0' RT STA. 8' W.M. EL. (TOP) 12+25.8 (CONN.) 750.52 12+27.8 (B-1) 750.52 12+49.1(B-2) 749.96 12+97.0(D-1) 748.89 15+42.7 (V-1) 748.89 15+45.3 (T-1) 748.89 15+47.7 (V-3) 748.90 WATER MAIN LARK STREET WITZEL AVE. TO STA. 16+50 SHEET 14 OF 22 145 +16 + F157 61 0 FO 90.00' v 60.00' '6 00" 6dob, " SS 7 SS PROP. B" WM RELAY VA T-2 18 GO-15 C P-10 B. (ABAN.) w B CB j 65 65.00' 65.) .24 :C F 144 E F-1 -1 5 1-1 F + z vi 2 1 io 0 SS N. LARK STREET c� 0 0, F 60 F2.1 F213 0+ F21 F225 , 0 3 V� 90.00' qolo� vi i 60.00' vinvi i 60.00, vM v 60.00' -7 G IP 1p a. S-� P4 WM RELAY I I P-2 77 2 00 21 00 CO-3 4 SAN C04 I w :7 (AB AN.) _(AB AIN.) —W-- - P-5 EF 11- - - I BM #5& "I .33 T-16 V- 7 6 D, 65.00' R- V�33 H-8� 65.00' B-11 0 F208 I 0 F216 2=20 ] P-6 0 N c-3 0 2 -11NO 0-5 0,3 Qi MAIN CONNECTIONS CO-15 m CONN. EX 10" SAN. TO PROP. 10"SAN. @ 749.43 co-1 6 = CONN. EX: 10"SAN. TO PROP. 10- SAN. @ 749.43 18+00 18+50 19+00 19+50 20+00 20+50 21+00 WATER MAIN FITTING 16+50 17+00 17+50 — — — — — — — — — 760 760 SCHEDULE 759 V-4 8'VALVE STA+=18+61.3, 8.9 LT 759 T-2 8 : X 8* TEE STA.=18+54.2, 8.0'LT EX. CL V-6 8 VALVE STA.=18+66.7,8.0'LT V-6 758 V-5 8'VALVE STA.=18+64.2,6.3'LT 758 B-7 = 8'45' BEND STA.=18+64.2,4.6 LT 757 B'S 6"45' BEND STA.=18+64.2,22LT 757 B9 8 45:BEND STA.=18+54.2,7.9RT E'l 0 = 8:45 BEND STA.=18+64.1, 112 RT 756 H-4 = HYDRANT STA+=62+40+0,23.9 RT 756 --- V-24 = 6 : VALVE STA.=62+40.0, 1 IORT 755 T-8 = 8 XFTEE STA,=62+40.0,8.VRT 755 V-23 = 8'VALVE STA+=62+43+0, 8.9 RT 754 754 753 STA. 8' W.M. EL. (TOP) J) 753 >1 1 8.61.3 (VA) 749+62 752 18+64+2 (T-2) 74953 752 (ASAN.) 18+66.7 (V-6) 749:53 (ABAN.) 751 751 PIPE SEGMENTS P-10 L — _ 750 P-10 5.1 L.F. 10"SAN. @ 0.17% 750 Lil- rr7777777777777� 749 749 748 748 ------ 747 747 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 16+50 17+00 BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN -c NO. STATION ST��! DESCRIPTION ELEV. DESIGN DATE FEBRUARY M25 ISSUED FOR BID 03111/2025 LARK STREET 0 4 19+04 w :11 LARK ST & NATIONAL A' E. PK NAIL ON LP & NATIONAL AV 768.55 SURVEYOR 22+30 _N. HYDRANT TAGuOLT R N. LARK ST. & CLAY I UN CT. 1 758.33 STA. 16+50 TO STA. 21+00 DESIGN ENGINEER MWN �; CITY OF OSHKOSH, WISCONSIN L— — JAMES RABE, DIRECTOR OF PUBLIC WORKS 0 SCALE IN FEET: mi�� 20 40 CITY CONTRACT 25-12 SHEET 15 OF 22 I i I I N. LARK STREET N o 4 . II 255 2%251 + 2219 oU OI 60,00� on 'A, 60.00�J 6000 o'N O S 60.00Ono on vs 60.00 -1_ _ 'I .. T _- -___ __ IP P-4 e" WM RELAY D 9 - V-38 I' T-5 I i V-10 T-0 8-73 V-12 V-9 C017 CO-18 CO-13 26 00 2 P 2 CO-3 V_g 'O4 23 00 P-11 L-2 L CO-7 SAN 21 00 s W ---- (ABAN.) - (ABAN.) .-- --- - - - -- -- - -- -- -_-- --- --- __. -_ - - - - - -- - . _.... --- -...- - - J 1P I I - - P5 _ �� 1 � 1 e-: n •v"i Iii I dN.c2. I I 1HI 8OO 758.33& - ....-wz+ I,I i.00' 65.00' 65.00'065.00 R V-33 �- . 0 1 - ii61 - n Z B-11 Or �-� I 244 25 Z'P-6 M Q 220 o Z 1 �216 8 - - -i- IL 11 II 3iiin 3LuO U N.n V v , I I v O Q j � ABAN. SAN. MH +' I 16-005 AT NEXT m INTERSECTION i WATER MAIN FITTING SCHEDULE V-7 = 8' VALVE STA=21+96.0, 8.0' LT 13-11 = 6" 45' BEND STA =22+01.0, 43.3' RT T-3 = 8° X 8" TEE STA=22+01.1, 8.0' LT B-12 = 6" 45' BEND STA =22+14.2, 56.2' RT V-9 = 8° VALVE STA: 22+04,0, 8.0' LT T-16 = 8"x6" TEE STA: 22+01.0, 38.9' RT aolsn 24+00 24+50 25+00 25+50 D-9 = DEFLECTION STA=24+41.4, 8.0' LT V-33 = 8" VALVE STA =22+01.0, 40.4' RT 21- 760 759 758 757 756 755 754 753 752 751 750 749 748 747 00 21+50 22+00 li CL STA. 21+91.76, 15.0' lT RIM=756.24 C04 10"(SE)=753.49 -__ - .10"(NE)=753.58 T-5 18"(S)=753 54 ._ _ _DEPTH=2.00' _-.-_._-. _..__-._._- B 14 - .. (ABAN. 0-17 i CO-13 ABAN) CO-18 •••D9• T-0 � 813 • -..', •... _ ',+. '•'.•;PROP. S" WM RE , •.•'.••. 7. SANITARY 2.MSTA25++290.5' T RIM_758.90 .. 10 T-3.. I_ _. _... _... _... _... ... 8"(W)=751.33 _. DEPTH=7.06' aZ+nn 23+50 24+00 24+50 25+00 25 760 V-10 = 8° VALVE STA =24+76.2, 8.0' LT V-34 = 6 VALVE STA=22+04,0, 39.0 RT T-4 = 8" X 6' TEE STA=24+78A, 8.0' LT H.8 = HYDRANT STA=22+16.9, 39.1' RT 759 B.13 = 8" 45° BEND STA =25+17.2, 8.9 LT V-11 = 6" VALVE STA=24+78.4, 10.8' LT B.14 = 8' 45° BEND STA=25+20.0, 8.0' LT H-1 = HYDRANT STA=24+78.5, 24.4' LT R-2 = 8° X 6" REDUCER STA =25+30.4, 8.0 LT V-35 = 6" VALVE STA=25+33.2, 10.5' LT 758 V-12 = 6" VALVE STA=25+31.9, 8.0' LT V-36 = BIVALVE STA =25+33.2, 5.0 LT T-5 = 6' X 6° TEE STA: 25+33.2, 8.0' LT 757 V-8 = 8° VALVE STA=22+01.1, 3.4' LT R-1 = 8" X 6° REDUCER STA: 22+01.0, 41.4' RT 756 STA. 6" W.M. EL. (TOP) STA. 8" W.M. EL. (TOP) 755 25+31.9 (V-12) 753.14 21+96.0 (V-7) 749.24 25+33.2 (T-5) 753.14 22+01.1 (T-3) 749.24 22+01.0 (B-11) 749.38 22+04.0 (V-9) 749.24 754 22+14.2 (B-12) 750.90 24+41.4 (D-9) 750.75 22+14A (CONN.) 750.90 24+78.4 (T-4) 750.75 753 25+17.2 (B-13) 750.75 25+20.0 (B-14) 753.21 PIPE SEGMENTS 25+30.4 (R-2) 753.14 752 22+01A (V-8) 749.24 P-2 = 17.5 L.F. 10" STO. @ 0.00% 22+01.0 (T-16) 749.45 751 P-3 = 6.8 L.F. 18" STO. @ 0.12 % 22+01.0 (V-33) 749.46 P-4 = 27.6 L.F. 10' STO. @ 0.10% 22+01.0 (R-1) 749.38 P-5 = PROP 8" WM RELAY 750 P.6 = PROP 6" WM RELAY P-11 = 5.0 L.F. 10' SAN. @ 0.25% 749 MAIN CONNECTIONS 748 CO-2 = CONN, EX. 18" STO. TO PROP. 18" STO. @ 753.3t CO-3 = CONN. EX. 10' STO. TO PROP. 10" STO. @ 753.5t CO-4 = CONN. EX. 10" STO. TO PROP. 10" STO. @ 753.6t 7,17 ,50 CO-5 = CONN. PROP. 6° 1NM TO EX. 5' WM CO-6 = CONN, PROP. 6" WM TO EX. 6" WM 21+00 21+50 ee+uu -- -- -_ CO-7 = CONN. PROP. 6' WM TO EX. 6° WM CO.13 = CONN. EX. 10" SAN. TO PROP. 1W SAN. @ 751.1t C0.14 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 751.33 CO-17 = CONN. EX. 10" SAN. TO PROP. 10' SAN. @ 751.01 co IS = CONN. EX. 10" SAN. TO PROP. 10° SAN. @ 751.OY BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBRUARY 2025 ISSUED FORBID 03111/2025 LARK STREET 5 22+30 HYDRANT TAGBOLT N. LARK ST. & YTON CT. 758.33 SURVEYOR STA, 21+00 TO SOUTHLAND AVE. DESIGN ENGINEER MWN CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° 29 46 CITY CONTRACT 25-12 SHEET 16 OF 22 D S.C. '0+05.5 (N) V I V S T-8 V-23 oQ_- I 6- i V B-7 24 II i. II I� j -------a W -b- ui -0 - S. 1+53 (TV) 3%4 LEAD S.C. 2+51.8 (TV) 3/4" LEAD - 61, 758 757 756 755 754 753 752 751 750 749 748 747 746 745 61+50 68+00 NATIONAL AVENUE + oil + I S.C. 0+66.5 (TV) 3 NE I 1320 a+la � I 1310 x 1 a 1300 o�o'- I o0 77.00 U 77.00' 77.00' N 1 1 I ^I -w w----- (A AN.) w- 11 �0 1 1 P-12 s: I SAN I SANI 6 00 8' WM RELAY I I _- - 1 --- D-5 -. D-8 V-26 PROP. 8" 63. 000 a� ' Uo F1319 Uh 0 1313 'o Cj (N I V N II I k w� 6I�-. �\ Z w 63.90 / I '-,� Z 63 3.9090 - � a I a C)oI ^o,----� 1 goo U u� 1305 I 60 1235 m- 1229 o 0 U U I N I N I N I I I I I I 1 I i I I I I 64+00 64+50 65+00 65+50 66+00 66+50 758 757 756 755 754 753 752 751 750 749 748 747 746 745 -50 ..- 63.90' z w a 1223 0U . +� I N I I I I I I + MAIN CONNECTIONS CO-19 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 746.0t CO.20 = CONN. EX. 8" SAN. TO PROP. 8" SAN. @ 746.0i WATER MAIN FITTING SCHEDULE V-4 = 8° VALVE STA =61+92.1, 11.9' RT T-2 = 8" X 8" TEE STA=18+64.2, 8.0' LT V-6 = 8" VALVE STA.=61+92.0, 6.6 RT V-5 = 8" VALVE STA.=18+64.2, 6.3' LT 8.7 = 8" 45° BEND STA=18+64.2, 4.5' LT 8.8 = 8" 45° BEND STA=18+64.2, 2.2' LT B-9 = 8" 45° BEND STA=18+642, 7.9' RT 8.10 = 8' 45' BEND STA=18+64.1, 1 L2' RT T-8 = 8" X6" TEE STA=62+40.0, 8.0' RT V-24 - 6" VALVE STA =62+40.0, 11.0' RT H-4 = HYDRANT STA=62+40.0, 23,5' RT V-23 = 8' VALVE STA =62+43.0, 8.0' RT 0.5 = DEFLECTION STA =64+65.0, 9.0' RT 0-6 = DEFELCTION STA=65+19.9, 8.8' RT V-26 = 8° VALVE STA =65+68.4, 8.8' RT T-12 = 8'X 6" TEE STA =65+71.6, 8.8' RT V-30 = 8" VALVE STA: 65+75.0, 8.7' RT V-22 = 6' VALVE STA=65+71.6, 11.0' RT H-6 = HYDRANT STA.=65+71.6, 24.0' RT STA. 8' W.M. EL. (TOP) 18+642(T-2) 749'53 18+64.2(V-5) 749.53 18+64.2(B-7) 749.53 18+64.2 (B-8) 748.18 18+64.2 (B-9) 748.18 18+64.1(8-10) 750.83 18+65.0 (T-8) 750.83 62+43.0 (V-23) 750.83 64+65.0(D-5) 747.80 65+19.9(D-6) 746.27 65+68.4 (V-26) 746.10 65+71.6 (T-12) 746.10 65+75.0 (V-30) 746.10 P-12 = 4.5 L.F. 8" SAN. @ 024% BENCH MARKS - USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBRUARY 2025 ISSUED FOR BID 03/11/2025 NATIONAL AVENUE a 4 62+24 PK NAIL ON LP N. LARK ST. 8 NATIONAL AVE. 758.55 SURVEYOR N. LARK STREET TO STA. 66+ 0 DESIGN ENGINEER MWN a CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: o zo 4o CITY CONTRACT 25-12 SHEET 17 OF 22 7 I � 1 ri M + O 1 I S.C. 0+66.5 (TV) Ci of I I � 13 am 00 a I IY U 77 00' I. N ... L _. n---n-x- Q.._ to IP x-''- 0� w P-t2 SS SS 6 00 167 00 I I CO-20 V-26 T-12 I PROP. 8" D 7 WM RELAY i G rr r 63.90' I l w 63.90' 63.90' L� I 63.90' Z w a 1 �0 m O 1305 ( + 1235 �O I ^ O 1229 +d U I 1223 0- 1 OM 1 I I i Vll i I I 1 Olt i UM 1 I I 66 755 754 753 752 751 750 749 748 747 746 745 744 743 66+50 hw N II NATIONAL AVENUE I N Y- k BM -- l r 1 lS 1 I i � I j SI N u I SS P 8 8 00 � SSA9AN. 69 00 1 -. S -,1 V-31 PROP. B" WM RELAY T-15 T-14 j c -27 IP 1 83.9 1- � � �/i- 128.20'1iW I - �/ t LIE a 'n 1217 + 1 11 U Z Q ! m W e- N\ 1 {-� l 1 O vi I 1 CONTRACTORS ITISTHE STREET RECONSTRUCTION RESPONSIBILITY TO ACQUIRE AND MAKE ALL ON JOB 1 AWARE OF THE OSHA MINIMUM APPROACH DISTANCES FOR A 69,000-VOLT TRANSMISSION LINE. 6H+Do 68+50 69+00 67+00 b/+ou b6+UU 69+50 70+00 755 754 753 752 751 750 749 748 747 746 745 744 743 00 WATER MAIN FITTING SCHEDULE D-7 = DEFLECITON STA =66+73.7, 8.6' RT T-13 = 8°X4" TEE STA.=67+90.3, 8.7' RT V-31 = 4" VALVE STA =67+90.3, 7.0' RT R-3 = 4"X3" REDUCER STA =67+90.1, 27.2' LT T-15 = 8"X6" TEE STA=69+31.3, 8.9' RT V-32 = 6" VALVE STA=69+31.3, 11.2' RT H-7 = HYDRANT STA: 69+31.4, 24.1' RT V-25 = 8" VALVE STA=69+57.5, 8.9' RT T-14 = 12" X 8" TEE STA=69+60.9, 8.9' RT V-27 = 12" VALVE STA=69+60.9, 13.8' RT V-28 = 12" VALVE STA=69+60.9, 4A' RT STA. 8- W.M. EL. (TOP) 66+73.7 (D-7) 745.60 67+90.3 (T-13) 744.99 69+31.3 (T-15) 744.26 69+57.5 (V-25) 744.12 69+60.9 (T-14) 744.12 P-8= PROP 4" WM RELAY MAIN CONNECTIONS CO-8 = CONN. PROP. 4" WM TO EX. 4" WM CO.9 = CONN. PROP. 12" WM TO EX. 12° WM CO.10 = CONN. PROP. 12" WM TO EX. 12" WM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY WATER MAIN N BENCH MARKS - USGS NAVD 88 DATUM DESCRIPTION ELEV. DESIGN DATE FEBRUARY2025 ISSUED FOR BID 03/11/2025 NATIONAL AVENUE 0 NO. STATION 6 69+40 HYDRANT TAGBOLT NATIONAL AVE. & N. SAWYER ST. 754.02 SURVEYOR STA. 66+50 TO N. SAWYER STREET DESIGN ENGINEER MWN j zo 49 CITY CONTRACT 25-12 SHEET 18 OF 22 m CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: z 1120 1200 1220 1308 1309 1319 1360 BID NUMBER BID NUMBER 1050 7" HES 8" HES REMOVING 7" CONC.PAV'T REMOVAL CONC.PAV'T CONC.PAV'T ADJUST BID ITEM MOBILIZATION CONC/ASPH SW EXCAVATION EXCAVATION SPECIAL SAWING, TIES, REMOVAL SAWING, TIES, REMOVAL SAWING, TIES, MANHOLES AND BID ITEM & DWY DOWELS DOWELS DOWELS INLETS GRADING GRADING GRADING UNITS LS SO FT CU YD CU YD SQ YD SO YD SQ YD EACH UNITS STREET NAME STREET NAME FAUST AVE 0.0 955.8 0.0 0.0 1,164.3 0.0 155.5 5.0 FAUST AVE N LARK STREET 0.0 1,635.1 0.0 0.0 2,438.1 140.0 69.6 5.0 N LARK STREET NATIONAL AVENUE 0.0 559.1 0.0 0.0 1,097.7 0.0 54.8 3.0 NATIONAL AVENUE CONTRACT TOTALS 1.0 3,150.0 40.0 25.0 4,700.0 140.0 280.0 13.0 CONTRACT TOTALS 88 CITY OF OSHKOSH, WISCONSIN BID NUMBER 1370 1500 1510 1540 1550 1560 1917 BID NUMBER BID ITEM TURF RESTORATION 4" CONCRETE SIDEWALK WITH 3" CABC 6" CONCRETE SIDEWALK WITH 3" CABC CURB RAMP DETECTABLE WARNING FIELD NO.4 REINFORCING RODS, EPDXY COATED DRILLED NO. 4 SIDEWALK TIE BARS, EPDXY COATED 2" ASPHALTIC SURFACE LT W/ 6" CABC AND GRADING BID ITEM UNITS SO YD SO FT SO FT SF LF EACH SO YD UNITS STREET NAME STREET NAME FAUST AVE 466.0 660.5 364.1 20.0 465.5 65.1 20.0 FAUST AVE N LARK STREET 900.0 1,584.7 91.9 0.0 993.1 130.2 30.0 N LARK STREET NATIONAL AVENUE 324.0 554.8 293.9 0.0 341.4 44.7 10.0 NATIONAL AVENUE CONTRACT TOTALS 1,690.0 2,800.0 750.0 20.0 1,800.0 240.0 60.0 CONTRACT TOTALS PLAN DESIGN INFORMATION DESIGN DATE FEBRUARY 2025 SURVEYOR _ DESIGN ENGINEER I MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS ADD #3 SCALE IN FEET: DESCRIPTION DATE BY ISSUED FOR BID 03/11/2025 CONCRETE PAVEMENT QUANTITIES 3/31/2025 MWN CITY CONTRACT 25-12 PAVING QUANTITIES SHEET 19 OF 22 88 BID ITEM 3210 BID ITEM 3212 BID ITEM 3234 BID ITEM 3236 BID ITEM 4036 BID ITEM 4048 BID ITEM 4055 F&I8"x6" F&I10"x6" 4"/6"LATERAL MARKER 1" WATER 1" CORP & CLAY HOUSE WYE ORTEE WYE OR TEE (RELAY) BALLS SERVICE RELAY STOP BOX DAMS NUMBER STREET EACH EACH L.F. EACH L.F. EACH EACH 1318 FAUST 44 1 1 1317 FAUST 26 1 1 1312 FAUST 44 1 1 1309 FAUST 1 1 1304 FAUST 1 1 1303 FAUST :4t 1 1 1234 FAUST 1 1 1231 FAUST 1228 FAUST 1 1 1225 FAUST 1 5 1 26 1 1 1222 FAUST 44 1 1 1221 FAUST 26 1 1 1216 FAUST 44 1 1 1215 FAUST 26 1 1 141 N. SAWYER 44 1 1 FAUST AVENUE 1 0 5 1 534 15 15 109 N. LARK 27 1 1 115 N. LARK 27 1 1 116 N. LARK 43 1 1 123 N. LARK 27 1 1 126 N. LARK 43 1 1 129 N. LARK 27 1 1 135 N. LARK 27 1 1 136 N. LARK 43 1 1 144 N. LARK 43 1 1 145 N. LARK 27 1 1 151 N. LARK 1 5 1 27 1 1 154 N. LARK 43 1 1 157 N. LARK 27 1 1 158 N. LARK 43 1 1 161 N. LARK 27 1 1 1330 NATIONAL 43 1 1 201 N. LARK 27 1 1 208 N. LARK 43 1 1 213 N. LARK 27 1 1 216 N. LARK 43 1 1 219 N. LARK 27 1 1 220 N. LARK 43 1 1 225 N. LARK 27 1 1 231 N. LARK 27 1 i 1408 CLAYTON 43 1 1 235 N. LARK 27 1 1 238 N. LARK 43 1 1 241 N. LARK 27 1 1 244 N. LARK 43 1 1 251 N. LARK 27 1 1 252 N. LARK 43 1 1 255 N. LARK 27 1 1 N.LARK STREET 0 1 5 1 1088 32 32 1320 NATIONAL 44 1 1 1319 NATIONAL 26 1 1 1313 NATIONAL 26 1 1 1310 NATIONAL 44 1 1 1305 NATIONAL 26 1 1 1300 NATIONAL 44 1 1 1235 NATIONAL 1 5 1 26 1 1 1229 NATIONAL 26 1 1 1223 NATIONAL 26 1 1 1217 NATIONAL 26 1 1 155 N. SAWYER 26 1 1 NATIONALAVENUE 1 0 5 1 340 11 it UNDISTRIBUTED 2 2 15 2 38 0 0 CONTRACTTOTAL 4 3 30 5 2000 58 58 PLAN DESIGN INFORMATION DESIGN DATE I FEBRUARY 2025 SURVEYOR DESIGN ENGINEER MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS SCALE IN FEET: DESCRIPTION I DATE I BY ISSUED FOR BID 03/11/2025 CITY CONTRACT 25-12 LATERAL QUANTITIES SHEET 20 OF 22 I CITY OF OSHKOSH, WISCONSIN ) �a 3 N y z BID ITEM 2001-8" STORM SEWER STREET START STRUCTURE END I,STRUCTURE LENGTH UNDISTRIBUTED 15.0 BID ITEM 2001 TOTAL 15.0 ITEM 2002.10" STORM SEWER START STRUCTURE END STRUCTURE LENGTH OBID ET L-1ET L-1UNDISTRIBUTEDD ITEM 2002 TOTAL 50.0 BID ITEM 2003-12" STORM SEWER STREET START STRUCTURE END STRUCTURE LENGTH UNDISTRIBUTED 15.0 BID ITEM 2003 TOTAL 15.0 STORM SEWER RE END STRUCTURE LENGTH nBIDITEM8" L-1 6.8 ED 3.2 OTAL 10.0 BID ITEM 2201 STORM MANHOLE (4' DIA) STREET NUMBER V.F. NLARK AVE L-1 2.00 N LARK AVENUE TOTALS 2.00 UNDISTRIBUTED 0.50 CONTRACTTOTALS 2.50 BID ITEM 2235 TYPEIINLET W/ 18" SUMP (NEENAH PSTREETNUMBER R-1700A FRAME TYPE A GRATE) EACH UTED 2 OTALS 2 BID ITEM 2508 BID ITEM 2510 BID ITEM 2516 TYPE"D" MODIFIED SEDIMENT REMOVAL STONE INLET PROTECTION TYPE "D" MODIFIED BAGS STREET SHEET EACH EACH EACH FAUSTAVENUE 11 3 FAUSTAVENUE 12 3 N LARK STREET 13 7 N LARK STREET 14 3 N LARK STREET 15 5 NATIONALAVENUE 16 NATIONALAVENUE 17 5 UNDISTRIBUTED 4 6 10 CONTRACTTOTALS 30 6 SO BID ITEM 2850 CONNECTTO EX. STORM SEWER STREET NUMBER STA. OFFSET EACH N LARK STREET CO-2 1 N LARK STREET CO-3 1 NLARK STREET CO-4 1 UNDISTRIBUTED 0 CONTRACT TOTALS 3 STORM SEWER BID ITEM 3000 - 8" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH NATIONALAVENUE CO-19 CO-20 4.5 FAUSTAVENUE CO-21 CO-22 5.0 FAUSTAVENUE CO-23 CO-24 4.4 FAUSTAVENUE CO-25 CO-26 5 NLARK AVENUE L-2 CO-14 9.5 UNDISTRIBUTED 1.6 BID ITEM 3000 TOTALS 3D.0 BID ITEM 3002 -10" SANITARY SEWER STREET START STRUCTURE END STRUCTURE LENGTH N LARK STREET CO-15 CO-16 5.1 N LARK STREET CO-17 CO-18 5.0 NLARK STREET CO-13 L-2 5.5 UNDISTRIBUTED 4.4 BID ITEM 3002 TOTALS 20.0 BID ITEM 3700 CLOSED CIRCUIT TELEVISING LINEAR FOOT 50.0 BID ITEM 3710 PUSH CAM TELEVISING E.A. 3.0 BID ITEM 3300 BID ITEM 3302 BID ITEM 3330 CONNECTTO CONNECTTO CONCRETE EXIST. 8" MAIN EXIST. 10" MAIN COLLER STREET NUMBER STA. OFFSET EACH EACH EACH N LARK ST CO-15 17+39.3 C/L 1.0 N LARK ST CO-16 17+44.4 C/L 1.0 N LARK ST CO-13 25+17.5 0.5 IT 1.0 N LARK ST CO-17 24+85.1 0.5 LT 1.0 N LARK ST CO-18 24+90.1 0.5 IT 1.0 1.0 N LARK STREET TOTALS 1.0 5.0 0.0 NATIONALAVE CO-19 65+83.4 CA 1.0 NATIONALAVE CO-20 65+88.0 C/L 1.0 NATIONAL AVENUE TOTALS 2.0 0.0 0.0 FAUSTAVE CO-21 46+90.6 C/L 1.0 FAUSTAVE CO-22 46+95.6 C/L 1.0 FAUSTAVE CO-23 47+24.9 C/L 1.0 FAUSTAVE CO-24 47+29.3 C/L 1.0 FAUSTAVE CO-25 49+58.7 2.9RT 1.0 FAUSTAVE CO-26 49+63.6 4.3RT 1.0 FAUST AVENUE TOTALS 6.0 0.0 0.0 UNDISTRIBUTED TOTAL 0.0 0.0 1.0 CONTRACTTOTAL 1 9.0 5.0 3.0 BID ITEM 3100 BID ITEM 3114 BID ITEM 3116 BID ITEM 3118 BID ITEM 3122 (4'DIA) CHIMNEY SEAL CHIMNEY SEAL EXTENSION CHIMNEY SEAL RECONSTMH SANITARY MANHOLE EXTERNAL MANHOLE EXTERNAL MANHOLE INTERNAL MANHOLE q'DIA STREET NUMBER V.F. EACH EACH EACH V.F. N LARK ST L-2 7.06 1 N LARK ST 06-401 3.12 NLARK ST TOTAL 7,06 1.00 0.00 0.00 3.12 FAUSTAVE 06.424 3.12 FAUST AVENUE TOTALS 0.00 0.00 0.00 0.00 3.12 UNDISTRIBUTED TOTALS EE0.4E41 9.00 1.00 1.00 0.26 CONTRACTTOTALS 7.50 10.00 1.00 1.00 6.50 SANITARY SEWER BENCH MARK S-USGS NAVD 88 DATUM PLAN DESIGN INFORMATION PLAN REVISIONS DESCRIPTION DATE BY SANITARY & STORM QUANTITIES NO. STATION DESCRIPTION ELEV. DESIGN DATE FEBRUARY 2025 ISSUED FOR BID 03/11/2025 SURVEYOR DESIGN ENGINEER MWN CITY OF OSHKOSH, WISCONSIN JAMES RABE, DIRECTOR OF PUBLIC WORKS SCALE IN FEET: ° 20 ao CITY CONTRACT 25-12 SHEET 21 OF 22 BID ITEM 4000- FURNISH & INSTALL 4" WATER MAIN RELAY STREET START FITTING ENDfI1 1' STARTSTATION END STATION LENGTH NATIONALAVENUE 67+90.3 67+90.3 T-13 V-31 1.7 NATIONAL AVENUE 1 67+90.3 67+90.1 V-31 R-3 34.2 UNDISTRIBUTED 4.1 BID ITEM 4000 TOTAL 40.0 BID ITEM 4002- FURNISH & INSTALL 6" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH N LARK STREET 24+78.44 24+78.44 T-4 V-11 2.8 N LARK STREET 24+78.44 24+78.44 V-11 H-1 13.7 NLARK AVENUE 25+30.4 25+31.9 R-2 V-12 1.5 NLARK AVENUE 25+31.9 25+33.2 V-12 T-5 1.3 N LARKAVENUE 25+33.2 25+33.2 T-5 V-36 3.0 NLARK AVENUE 25+33.2 25+33.2 T-5 V-35 2.5 NLARK AVENUE 25+33.2 25+33.2 V-36 CO-7 15.6 NLARK AVENUE 22+01.0 22+04.0 T-16 V-34 3.0 NLARK AVENUE 22+04.0 22+16.9 V-34 H-8 12.9 NLARK AVENUE 22+01.0 22+01.0 R-1 B-11 1.9 NLARK AVENUE 22+01.0 22+14.2 B-11 B-12 18.5 NLARK AVENUE 22+14.2 22+14.2 B-12 CO-5 1.7 FAUSTAVENUE 42+41.8 42+41.8 T-9 V-14 3.2 FAUSTAVENUE 42+41.8 42+41.8 V-14 H-2 12.4 FAUSTAVENUE 49+37.2 49+37.2 T-6 V-15 2.2 FAUSTAVENUE 49+37.2 49+37.2 V-15 H-3 12.7 FAUSTAVENUE 46+07.0 46+07.0 T-10 V-29 3.2 FAUSTAVENUE 46+07.0 46+07.0 V-29 H-5 12.8 NATIONALAVENUE 62+40.0 62+40 T-8 V-24 3.0 NATIONALAVENUE 62+40 62+40 V-24 H-4 12.5 NATIONALAVENUE 65+71.6 65+71.6 T-12 V-22 2.2 NATIONALAVENUE 65+71.6 65+71.6 V-22 H-6 13,0 NATIONALAVENUE 69+31.3 69+31.3 T-15 V-32 2.3 NATIONALAVENUE 69+31.3 69+31.4 V-32 H-7 12.9 UNDISTRIBUTED 4.2 BID ITEM 4002 TOTAL 175.0 BID ITEM 4008- FURNISH & INSTALL 12" WATER MAIN RELAY STREET START FITTING END FITTING START STATION END STATION LENGTH FAUSTAVENUE 49+61.4 49+61.4 T-11 V-19 2.8 FAUSTAVENUE 49+61.4 49+61.4 T-11 V-18 2.8 NATIONALAVENUE 69+60.9 69+60.9 T-14 V-28 4.5 NATIONAL AVENUE 69+60.9 69+60.9 T-14 V-27 4.8 UNDISTRIBUTED 5.1 BID ITEM 4008 TOTAL 20,0 BID ITEM 4101- FURNISH AND INSTALL 6" X 6" TEE NAME FITTING STATION STREET OFFSET EACH T-5 6" X 6" TEE 25+33.22 N LARK AVENUE 8.0 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4101 TOTAL 1.0 BID ITEM 4109 - FURNISH AND INSTALL 8" X 4" TEE NAME FITTING STATION STREET OFFSET EACH T-13 8"X4"TEE 1 67+90.33 NATIONALAVE 1 8.7RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4109 TOTAL 1.0 BID ITEM 4110 - FURNISH AND INSTALL 8" X 6" TEE FITTING STATION STREET OFFSET EACH 8"X 6" TEE 22+00.99 N LARK AVENUE 38.9 RT 1.0 NNAME 8" X 6" TEE 24+78.44 N LARK AVENUE8.0 LT 1.0 8" X 6"TEE 42+41.75 FAUST AVE8.0 RT 1.0 8" X 6" TEE 46+07.00 FAUSTAVE8.0 RT 1.0 - 8" X 6" TEE 49+37.17 FAUST AVE 9.0 RT 1.0 T-8 8" X6" TEE 62+40.00 NATIONALAVE 8.0 RT 1.0 T-12 8"X 6" TEE 65+71.61 NATIONALAVE 8.8 RT 1.0 T-15 8"X 6" TEE 69+31.33 NATIONALAVE 8.9 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4110 TOTAL 8.0 88 CITY OF OSHKOSH, WISCONSIN BID ITEM 4004- FURNISH & INSTALL 8" WATER MAIN RELAY START FITTING END FITTING STARTSTATION END STATION LENGTH 12+25.8 12+27.8 CO-1 B-1 2.0 PNLARKAVENUE 12+27.8 12+49.1 B-1 B-2 28.0 12+49.1 12+97.0 B-2 D-1 47.9 12+97.0 15+42.7 D-1 V-1 245.7 15+42.7 15+45.3 V-1 T-1 2.6 NLARK AVENUE 15+45.3 15+47.8 T-1 V-3 2.4 NLARK AVENUE 15+45.3 15+45.3 T-1 V-2 1.6 NLARK AVENUE 15+45.3 15+45.3 V-2 B-3 2.2 NLARK AVENUE 15+45.3 15+45.3 B-3 B-4 2.3 N LARK AVENUE 15+45.3 15+45.2 B-4 B-5 10.7 NLARK AVENUE 15+45.2 15+45.2 B-5 B-6 2.7 N LARK AVENUE 15+45.2 15+45.0 B-6 T-9 31.3 NLARK AVENUE 15+47.8 18+61.3 V-3 V-4 313.6 N LARK AVENUE 18+61.3 18+64.2 V-4 T-2 2.9 NLARK AVENUE 18+64.2 18+66.7 T-2 V-6 2.5 NLARK AVENUE 18+66.7 21+96.0 V-6 V-7 329.3 NLARK AVENUE 21+96.0 22+01.1 V-7 T-3 5.1 NLARK AVENUE 22+01.1 22+04.0 T-3 V-9 2.9 NLARK AVENUE 22+04.0 24+41.4 V-9 D-9 237.4 NLARK AVENUE 24+41.4 24+76.2 D-9 V-10 34.8 N LARK AVENUE 24+76.2 24+78.4 V-10 T-4 2.2 NLARK AVENUE 24+78.4 25+17.2 T-4 B-13 38.7 NLARK AVENUE 25+17.2 25+20.0 B-13 B-14 2.8 NLARK AVENUE 25+20.0 25+30.4 B-14 R-2 10.4 N LARK AVENUE 22+01.1 22+01.1 T-3 V-8 4.6 NLARK AVENUE 22+01.1 22+01.0 V-8 T-16 42.4 N LARK AVENUE 22+01.0 22+01.0 T-16 V-33 1.5 NLARK AVENUE 22+01.0 22+01.0 R-1 V-33 1.0 NLARK AVENUE 18+64.2 18+64.2 T-2 V-5 1.7 NLARK AVENUE 18+64.2 18+64.2 V-5 B-7 1.8 NLARK AVENUE 18+64.2 18+64.2 B-7 B-8 2.3 NLARK AVENUE 18+64.2 18+64.2 B-8 B-9 10.1 NLARK AVENUE 18+64.2 18+64.2 B-9 B-10 3.3 N LARK AVENUE 18+64.2 0 T-8 28.8 FAUSTAVENUE 42+41.8 9 V-13 2.2 FAUSTAVENUE 42+44.0 3 WOW-121 D-2 147.8 FAUSTAVENUE 43+91.8 2 T-10 215.2 FAUSTAVENUE 46+07.0 0 V-21 2.9 FAUSTAVENUE 46+09.9 1 D-8 80.1 FAUSTAVENUE 46+90.0 49+20.0 0-8 D-4 230.0 FAUSTAVENUE 49+20.0 49+33.2 D-4 V-20 13.2 FAUSTAVENUE 49+33.2 49+37.2 V-20 T-6 3.9 FAUSTAVENUE 49+37.2 49+40.0 T-6 V-16 2.8 FAUSTAVENUE 49+40.0 49+43.0 V-16 B-15 3.0 FAUSTAVENUE 49+43.0 49+55.5 B-15 B-16 13.3 FAUSTAVENUE 49+55.5 49+58.9 B-16 V-17 3.4 FAUSTAVENUE 49+59.9 49+61.4 V-17 T-11 2.4 NATIONALAVENUE 62+40.0 62+43.0 T-8 V-23 3.0 NATIONALAVENUE 62+43.0 64+65.0 V-23 D-5 222.0 NATIONALAVENUE 64+65.0 65+19.9 D-5 D-6 54.9 NATIONALAVENUE 65+19.9 65+68.4 D-6 V-26 48.5 NATIONALAVENUE 65+68.4 65+71.6 V-26 T-12 3.2 NATIONALAVENUE 65+71.6 65+75.0 T-12 V-30 3.4 NATIONALAVENUE 65+75.0 66+73.7 V-30 D-7 98.7 NATIONALAVENUE 66+73.7 67+90.3 D-7 T-13 116.7 NATIONALAVENUE 67+90.3 69+31.3 T-13 T-15 141.0 NATIONAL AVENUE 69+31.3 69+57.5 T-15 V-25 26.1 NATIONAL AVENUE 69+57.5 69+60.9 V-25 T-14 3.5 UNDISTRIBUTED 9.3 BID ITEM 4004 TOTAL 2910.0 BID ITEM 4239 - FURNISH AND INSTALL 12" 45 DEGREE BEND NAME FITTING I STATION I STREET OFFSET EACH UNDISTRIBUTED 4.0 BID ITEM 4239 TOTAL 4.0 PLAN DESIGN INFORMATION DESIGN DATE FEBRUARY 2025 SURVEYOR DESIGN ENGINEER MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS BID ITEM 4129 - FURNISH AND INSTALL 12" X 8" TEE NAME FITTING STATION STREET OFFSET EACH T-11 12" X 8"TEE 49+61.36 FAUST AVE 13.5 RT 1.0 T-14 12" X 8" TEE 69+60.93 NATIONAL AVE 1 8.9 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4129 TOTAL 2.0 BID ITEM 4111- FURNISH AND INSTALL 8" X 8" TEE NAME FITTING STATION STREET OFFSET EACH T-1 8" X 8" TEE 15+45.32 N LARK AVENUE 9.0 LT 1.0 T-2 8" X B" TEE 18+64.24 N LARK AVENUE 8.0 LT 1.0 T-3 8" X 8" TEE 22+01.12 N LARK AVENUE 8.0 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4111 TOTAL 3.0 BID ITEM 4228 - FURNISH AND INSTALL 8" 22.5 DEGREE BEND NAME FITTING EET OFFSET EACH B-15 8" 22.5 °BEND �T+ATION T AVE 9.0 RT 1.0 B-16 1 8" 22.5 ° BEND 49+55.50 FAUST AVE 13.6 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4228 TOTAL 2.0 BID ITEM 4236 - FURNISH AND INSTALL 6" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH 8-il 6" 45° BEND 22+00.97 N LARK AVENUE 43.3 RT 1.0 B-12 6" 45° BEND 22+14.16 1 N LARK AVENUE 56.2 RT 1.0 HYDRANT BENDS 16.0 BID ITEM 4236 TOTAL 18.0 BID ITEM 4237 - FURNISH AND INSTALL 8" 45 DEGREE BEND NAME FITTING STATION STREET OFFSET EACH B-1 8" 45' BEND 12+27.83 N LARK AVENUE 10.2 RT 1.0 B-2 8" 45° BEND 12+49.07 N LARK AVENUE 8.0 IT 1.0 B-3 8" 45° BEND 15+45.30 N LARK AVENUE 5.2 IT 1.0 B-4 8" 45° BEND 15+45.28 N LARK AVENUE 3.0 LT 1.0 B-5 8" 45° BEND 15+45.24 N LARK AVENUE 7.8 RT 1.0 B-6 8" 45° BEND 15+45.21 N LARK AVENUE 10.4 RT 1.0 B-7 8" 45° BEND 18+64.23 N LARK AVENUE 4.5 LT 1.0 B-8 8" 45° BEND 18+64.22 N LARK AVENUE 2.2 LT 1.0 B-9 8" 45° BEND 18+64.17 N LARK AVENUE 7.9 RT 1.0 B-10 8" 45° BEND 18+64.15 N LARK AVENUE 11.2 RT 1.0 B-13 8" 45° BEND 25+17.17 N LARK AVENUE 8.0 LT 1.0 B-14 8" 45' BEND 25+20.00 N LARK AVENUE 8.0 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4237 TOTAL 12.0 BID ITEM 4264 - FURNISH AND INSTALL 8" X 6" REDUCER NAME FITTING STATION STREET OFFSET EACH R-1 8" X 6" REDUCER 22+00.98 N LARK AVENUE 41.4 RT 1.0 R-2 8" X 6" REDUCER 25+30.41 N LARK AVENUE 8.0 IT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4264 TOTAL 2.0 BID ITEM 4370- FURNISH AND INSTALL 4" X 3" REDUCER NAME FITTING STATION STREET OFFSET EACH R-3 4"X3" REDUCER 67+90.1 NATIONALAVE 29.3 LT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4370 TOTAL 1.0 BID ITEM 4400- FURNISH AND INSTALL 4" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-31 4" VALVE 67+90.33 NATIONAL AVE 7.0 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4400 TOTAL 1.0 PLAN REVISIONS DESCRIPTION ISSUED FOR BID SCALE IN FEET: o zo ao DATE BID ITEM 4401- FURNISH AND INSTALL 6" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-34 6" VALVE 22+04.01 N LARK AVENUE 39.0 RT 1.0 V-11 6" VALVE 24+78.45 N LARK AVENUE 10.8 LT 1.0 V-12 6" VALVE 25+31.88 N LARK AVENUE 8.0 LT 1.0 V-35 6" VALVE 25+33.21 N LARK AVENUE 10.5 LT 1.0 V-36 6"VALVE 25+33.21 N LARK AVENUE 5.0 LT 1.0 V-14 6" VALVE 42+41.75 FAUSTAVE 11.2 RT 1.0 V-29 6" VALVE 46+07.04 FAUST AVE 11.2 RT 1.0 V-15 6" VALVE 49+37.21 FAUST AVE 11.2 RT 1.0 V-24 6" VALVE 62+40.01 NATIONALAVE 11.0 RT 1.0 V-22 6" VALVE 65+71.62 NATIONAL AVE 11.0 RT 1.0 V-32 6" VALVE 69+31.34 NATIONALAVE 11.2 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4401 TOTAL 11.0 BID ITEM 4402 - FURNISH AND INSTALL 8" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-1 8" VALVE 15+42.69 N LARK AVENUE 9.0 LT 1.0 V-2 8" VALVE 15+45.30 N LARK AVENUE 7.4 LT 1.0 V-3 8" VALVE 15+47.75 N LARK AVENUE 9.0 LT 1.0 V-4 8" VALVE 18+61.33 N LARK AVENUE 8.0 LT 1.0 V-6 8" VALVE 18+66.74 N LARK AVENUE 8.0 LT 1.0 V-7 8" VALVE 21+96.00 N LARK AVENUE 8.0 LT 1.0 V-8 8" VALVE 22+01.12 1 N LARK AVENUE 3.4 LT 1.0 V-9 8" VALVE 22+04.00 N LARK AVENUE 8.0 LT 1.0 V-33 8" VALVE 22+00.99 N LARK AVENUE 40.4 RT 1.0 V-10 8" VALVE 24+76.23 N LARK AVENUE 8.0 LT 1.0 V-5 8" VALVE 18+64.24 N LARK AVENUE 6.3 IT 1.0 V-13 8" VALVE 42+44.00 FAUSTAVE 8.0 RT 1.0 V-21 8" VALVE 46+09.85 FAUST AVE 8.0 RT 1.0 V-20 8" VALVE 49+33.22 FAUST AVE 9.0 RT 1.0 V-16 8" VALVE 49+40.00 FAUSTAVE 9.0 RT 1.0 V-17 8" VALVE 49+58.94 FAUST AVE 13.5 RT 1.0 V-23 8" VALVE 62+43.00 NATIONALAVE 8.0 RT 1.0 V-26 8" VALVE 65+68.42 NATIONALAVE 8.8 RT 1.0 V-30 8" VALVE 65+74.98 NATIONALAVE 8.8 RT 1.0 V-25 8" VALVE 69+57.45 NATIONALAVE 8.9 RT 1.0 UNDISTRIBUTED BID ITEM 4402 TOTAL 20.0 BID ITEM 4404 - FURNISH AND INSTALL 12" GATE VALVE NAME FITTING STATION STREET OFFSET EACH V-18 12" VALVE 49+61.38 FAUSTAVE 16.3 RT 1.0 V-19 12" VALVE 49+61.35 FAUST AVE 10.7 RT 1.0 V-27 12" VALVE 69+60.94 NATIONALAVE 13.8 RT 1.0 V-28 12" VALVE 69+60.88 NATIONALAVE 4.4 RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4404 TOTAL 4.0 BID ITEM 4500 - FURNISH AND INSTALL HYDRANT NAME FITTING STATION STREET OFFSET EACH H-8 HYDRANT 22+16.91 N LARK AVENUE 39.1 RT 1.0 H-1 HYDRANT 24+78.49 N LARKAVENUE 24.4 LT 1.0 H-2 HYDRANT 42+41.75 FAUSTAVE 23.6FIT 1.0 H-5 HYDRANT 46+07.00 FAUST AVE 24.0 RT 1.0 H-3 HYDRANT 49+37.47 FAUST AVE 23.9RT 1.0 H-4 HYDRANT 62+40.01 NATIONALAVE 23.5RT 1.0 H-6 HYDRANT 65+71.62 NATIONALAVE 24.0RT 1.0 H-7 HYDRANT 69+31.35 NATIONALAVE 24.1RT 1.0 UNDISTRIBUTED 0.0 BID ITEM 4500 TOTAL 8.0 BY CITY CONTRACT 25-12 WATER MAIN QUANTITIES SHEET 22A OF 22 34 (D C' C) Y Q) z CITY OF OSHKOSH, WISCONSIN BID ITEM 4056 BID ITEM 4058 BID ITEM 4060 BID ITEM 4064 CONNECT TO EX. CONNECT TO EX. CONNECT TO EX. CONNECT TO EX. 4" WATER MAIN 6" WATER MAIN 8" WATER MAIN 12" WATER MAIN STREET NUMBER STA. OFFSET EACH EACH EACH EACH N LARK AVE CO-1 12+25.8 10.2 RT 1.0 N LARK AVE CO-5 22+14.16 57.9 RT 1.0 N LARK AVE CO-6 25+33.2 11.6 LT 1.0 N LARK AVE CO-7 25+33.2 10.8 RT 1.0 N LARK AVENUE 0.00 3.00 1.00 0.00 FAUSTAVENUE CO-11 19+61.6 9.0RT 1.0 FAUSTAVENUE CO-12 1 49+61.6 18RT 1.0 FAUST AVENUE TOTALS 0.00 0.00 0.00 2.00 NATIONALAVE CO-8 67+90.1 29.3 LT 1.0 NATIONAL AVE CO-9 69+61.0 3.1 RT 1.0 NATIONALAVE CO-10 69+61.0 15.0RT 1.0 NATIONAL AVENUE TOTALS 1.0 0.0 0.0 2.0 UNDISTRIBUTED TOTALS 0.0 0.0 0.0 0.0 CONTRACTTOTALS 1.0 3.0 1.0 4.0 BID ITEM 4990 EXCAVATION SPECIAL WATER TONS UNDISTRIBUTED TOTAL 20 CONTRACTTOTAL 20 BID ITEM 4800 ROCK EXCAVATION STREET I STA. I STA. C.Y. UNDISTRIBUTED 20.0 CONTRACTTOTAL 20.0 BID ITEM 4900 BID ITEM 4902 BID ITEM 4904 ABANDON WM ABANDON WM ABANDON WM FAUST AVE N.LARK AVE NATIONALAVE LUMPSUM LUMPSUM LUMP SUM CONTRACTTOTALS 1.0 2.0 1.0 BID ITEM 4920 REMOVAL OF STREET STA. STA. OFFSET WATER MAIN FAUSTAVENUE 42+07 42+07 VARIOUS 10.0 N LARK AVE 21+93 22+14 9.4 RT 21.0 N LARK AVE 18+62 18+80 9.5 RT 18.0 N LARK AVE 1 12+32 1 12+42 10.0 RT 10.0 UNDISTRIBUTED 21.0 CONTRACTTOTAL 80.0 BID ITEM 4352 BID ITEM 4354 6" CUT & CAP 8" CUT & CAP STREET STA. OFFSET EACH EACH UNDISTRIBUTED 2.0 2.0 CONTRACTTOTAL 2.0 2.0 PLAN DESIGN INFORMATION DESIGN DATE FEBRUARY 2025 SURVEYOR DESIGN ENGINEER MWN JAMES RABE, DIRECTOR OF PUBLIC WORKS PLAN REVISIONS I DESCRIPTION I DATE I BY I WATER MAIN QUANTITIES T ISSUED FOR BID 03/11/2025 I SCALE IN FEET:zu CITY CONTRACT 25-12 SHEET 22B OF 22