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HomeMy WebLinkAbout23-29 contract for city demolitionsc) 0 E LL CITY CONTRACT 23-29 BUILDING DEMOLITIONS CITY OF OSHKOSH WINNEBAGO COUNTY, WI NOVEMBER 08,2023 ISSUED FOR BID PROJECT VICINITY MAP INDEX OF DRAWINGS PAGE NO. SHEET NO. SHEET TITLE WORK UNIT D 1 -- COVER SHEET WORK UNIT B 2 G-1 LEGEND & NOTES 3 C-1.0 EXISTING CONDITIONS OVERALL PLAN - WORK UNITS A, B, C 4 A-C-1.0 WORK UNIT A - EXISTING CONDITIONS PLAN WORK UNIT A 5 A-C-2.0 WORK UNIT A - DEMOLITION & EROSION CONTROL PLAN 6 A-C-3.0 WORK UNIT A -PROPOSED GRADING PLAN WORK UNIT C 7 A-C-4.0 WORK UNITA- DETAILS 8 B-C-1.0 WORK UNIT B - EXISTING CONDITIONS PLAN 9 B-C-2.0 WORK UNIT B - DEMOLITION & EROSION CONTROL PLAN 10 B-C-3.0 WORK UNIT B - RETORATION PLAN CLAY BORRow 11 B-C-4.0 WORK UNIT B - DETAILS AREA 12 C-C-1.0 WORK UNIT C - EXISTING CONDITIONS PLAN SOIL BORROW 13 C-C-2.0 WORK UNIT C - PROPOSED IMPROVEMENTS PLAN AREA 14 C-C-3.0 WORK UNIT C - DETAILS 15 C-C-4.0 WORK UNIT C - PHOTO LOG 16 D-C-1.0 WORK UNIT D - REMOVAL & RESTORATION PLAN SCALE: 1" = 2000' PREPARED FOR PREPARED BY Ciy Oshkosh �L=CoM CITY OF OSHKOSH AECOM 2965 SOUTH RIDGE ROAD, SUITE B 215 CHURCH AVENUE OSHKOSH, WISCONSIN O GREEN BAY, WI 54304 920-236-5065lel www.ci.oshkosh.wi.us www.aecom.com www.aecom.com m v Q N N 1 0 N ~000 U2 vv �W�=^O r) Vi z00m OU z � w 0 E a lV E z z LL LEGEND >SM W W W - >ST > GAS E E E U.G. SANITARY SEWER MAIN U.G. WATERMAIN U.G. STORM MAIN U.G. NATURAL GAS LINE U.G. POWER LINE OVERHEAD ELECTRIC LINE EX MAJOR CONTOUR LINE EX MINOR CONTOUR LINE PR MAJOR CONTOUR LINE PR MINOR CONTOUR LINE QUARRY/WASTE LIMITS PARCEL LINE RIGHT-OF-WAY LINE DEMO - UTILITY REMOVAL DEMO - UTILITY ABANDONMENT DEMO-SAWCUT PAVEMENT DEMO - ASPHALT REMOVAL DEMO - CONCRETE REMOVAL DEMO -GRAVEL REMOVAL DEMO - BUILDING REMOVAL RESTORE - ASPHALT PAVEMENT RESTORE- CONCRETE SIDEWALK ®BENCH MARK O MANHOLE SANITARY V FIRE HYDRANT ® U.G. WATER VALVE ® CATCH BASIN (ROUND) ® CATCH BASIN (CURB INLET) O MANHOLESTORM © GAS METER ® ELECTICAL PEDESTAL GUYANCHOR POWER -LIGHT POLE yPOWER POLE ® TELEPHONE PEDESTAL GAS MONITORING WELL ® VALVE VAULT • WELL HEAD VAULT CLAY DAM ® DEMO -REMOVE FEATURE ADJ DEMO -ADJUST FEATURE DRAINAGEARROW RESTORE - SEED/MULCH/FERTILIZER UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EMERGENCY 911 DIGGERS HOTLINE 1-800-242-8511 CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5700 POLICE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH OSHKOSH, WI 24-HOUR 920-236-5240 FIRE DEPT. NON -EMERGENCY NUMBER CITY OF OSHKOSH 215 CHURCH AVE. JAMES RABE - DIR. PUBLIC WORKS PUBLIC WORKS DEPT. OSHKOSH, WI JUSTIN GIERACH-DIVISION MANAGER / 920-236-5065 ENGINEERING DIVISION CITY ENGINEER CITY OF OSHKOSH 757 W. 3RD AVE. RYAN LEMKE PUBLIC WORKS DEPT. OSHKOSH, WI WATER DISTRIBUTION MANAGER 920-232-5332 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 KUSSMANN TRANSPORTATION DEPT. OSHKOSH, WI CITY ELECTRICIAN 920-232-5350 ELECTRIC DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. BRIAN GRIESBACH TRANSPORTATION DEPT. OSHKOSH, WI MAINT. SUPERVISOR 920-232-5348 SIGN DIVISION CITY OF OSHKOSH 926 DEMPSEY TR. JIM COLLINS TRANSPORTATION DEPT. OSHKOSH, WI TRANSPORTATION DIRECTOR 920.232-5342 SPECTRUM 3520 DESTINATION DR. VINCE ALBIN DAY 920-831-9249 APPLETON, WI EVE 920-738-0444 WISCONSIN PUBLIC 3300 N. MAIN ST. JEFF HENKELMAN - SENIOR SERVICE SERVICE CORP. OSHKOSH, WI MANAGER 920-617-2778 WISCONSIN PUBLIC NATURAL GAS 24-HOUR 1-800450-7280 SERVICECORP. ELECTRIC EMERGENCY NUMBER 1-800,450-7240 WISCONSIN & 1890 E. JOHNSON ST. SOUTHERN RR CO. MADISON, WI BEN MEIGHAN 608-243-9129 801 O'KEEFE ROAD TRANS CANADA DE PERE, WI MATT ERNST 920-338-6573 ALLIANT ENERGY -WPL - _ 1-800-758-1576 EMERGENCY 1-800-255-4268 NON -EMERGENCY 70 E. DIVISION ST. CHARLES BARTELT AT&T WISCONSIN FOND DU LAC, WI ENGINEER 920-929-1013 13935 BISHOPS WINDSTREAM 53005 BROOKFIELD, WI 530 JAMES KOSTUCH 262-792-7938 CANADIAN 1625 DEPOT ST. NATIONAL RR STEVENS POINT, WI JACKIE MACEWICZ 775-345-2503 UW-O FACILITIES 650WITZELAVE. JOANN RIFE 920�424-3466 MANAGEMENT OSHKOSH, WI 54903 JOHN FENLON 920424-2317 7:00 - 3:30 SITE INFORMATION - WORK UNIT A LEGAL PROPERTY DESCRIPTION: LOT 1 OF NWi/4 SW1 /4 ALSO THE W 135.38 FT OF N 291.8 FT OF THAT PRT OF LOT 43 LYG E OF LOT 1 ALSO THE W 470 FT OF THAT PRT OF LOT 43 LYG S OF LOT 1 ALSO THE W 153.88 FT OF N 163.3 TAX KEY (PARCEL ID) NUMBERS: 1307010000 PARCEL SIZE: 13.02 AC TOTAL DISTURBED AREA 0.55 AC IMPERVIOUS SURFACE COVERAGE AREA AND PERCENTAGE OF DISTURBED AREA • PRE -CONSTRUCTION 0.38 ACRES OR 2.9% POST -CONSTRUCTION (DESIGN) 0.00 ACRES OR 0.0% PROPOSED USE DESCRIPTION: GREEN SPACE EXISTING AND PROPOSED ZONING DESIGNATION: I - INSTITUTIONAL PROPERTY OWNER: CITY OF OSHKOSH PO BOX 1130 OSHKOSH, WI 54903 PHONE: 920-232-5302 SITE SURVEYED BY: PRIMARY: CITY OF OSHKOSH SURVEYED: APRIL, 2023 (PRE -CONSTRUCTION) THE VERTICAL DATUM OF THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), US FOOT. HORIZONTAL DATUM: WINNEBAGO COUNTY COORDINATES OTHER: NO HAZARDOUS MATERIALS WILL BE STORED ONSITE. SITE INFORMATION - WORK UNIT B LEGAL PROPERTY DESCRIPTION: LOT 3 CSM 6905 #1679243 R OF D TAX KEY (PARCEL ID) NUMBERS: 0600060101 PARCEL SIZE: 1.99 AC TOTAL DISTURBED AREA 1.27 AC IMPERVIOUS SURFACE COVERAGE AREA AND PERCENTAGE OF DISTURBED AREA • PRE -CONSTRUCTION 1.23 ACRES OR 61.8% POST -CONSTRUCTION (DESIGN) 0.00 ACRES OR 0.0% PROPOSED USE DESCRIPTION: GREEN SPACE EXISTING AND PROPOSED ZONING DESIGNATION: I - INSTITUTIONAL PROPERTY OWNER: CITY OF OSHKOSH PO BOX 1130 OSHKOSH, WI 54903 PHONE: 920-232-5302 SITE SURVEYED BY: AERIAL IMAGERY OTHER: NO HAZARDOUS MATERIALS WILL BE STORED ONSITE. SITE INFORMATION - WORK UNIT C LEGAL PROPERTY DESCRIPTION: COM BE COR LOT 3 W ON S LOT LI 408 FT N PARA W LI LOT 3 130FT NELY PARA SOUTH PARK AVE 265 FT E PARA N U LOT 3 200 FTS ON W U KNAPP TO BEG NE1/4 SEt/4 SEC 27 TAX KEY (PARCEL ID) NUMBERS: 1307010000, 1307170000 PARCEL SIZES: 13.02 AC, 2.36 AC TOTAL DISTURBED AREA NEGLIGIBLE PROPOSED USE DESCRIPTION: GREEN SPACE EXISTING AND PROPOSED ZONING DESIGNATION: I - INSTITUTIONAL PROPERTY OWNER: CITY OF OSHKOSH PO BOX 1130 OSHKOSH, WI 54903 PHONE: 920-232-5302 SITE SURVEYED BY: PRIMARY: CITY OF OSHKOSH SURVEYED: TOPOGRAPHIC INFORMATION OBTAINED FROM THE WINNEBAGO COUNTY, OSHKOSH UDAR SURVEY PERFORMED IN 2009. THE VERTICAL DATUM OF THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1986 (NAVD88), US FOOT. HORIZONTAL DATUM: WINNEBAGO COUNTY COORDINATES OTHER: NO HAZARDOUS MATERIALS WILL BE STORED ONSITE. SITE INFORMATION - WORK UNIT D LEGAL PROPERTY DESCRIPTION: LOT 2 CSM 8D05 DOC #1899509 R OF D, LOT 4 CSM 8005 DOC #1899509 R OF D TAX KEY (PARCEL ID) NUMBERS: 0301550400, 0301550500 PARCEL SIZES: 1.46 AC, 2.47 AC TOTAL DISTURBED AREA 0.18 AC PROPOSED USE DESCRIPTION: GREEN SPACE EXISTING AND PROPOSED ZONING DESIGNATION: RMU- RIVERFRONT MIXED USE PROPERTY OWNER: CITY OF OSHKOSH PO BOX 1130 OSHKOSH, WI 54903 PHONE: 920-232-5302 SITE SURVEYED BY: PRIMARY: CITY OF OSHKOSH SURVEYED: NO TOPOGRAPHIC INFORMATION AVAILABLE. OTHER: NO HAZARDOUS MATERIALS WILL BE STORED ONSITE. GENERAL CONSTRUCTION NOTES • ALL WORK PERFORMED IN THE RIGHT OF WAY, EASEMENTS, OR VACATED RIGHT OF WAY SHALL CONFORM TO THE CITY OF OSHKOSH STANDARDS. • ALL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND CONSTRUCTED IN ACCORDANCE WITH WISCONSIN DNR TECHNICAL STANDARDS. • TRUCKS SHALL TAKE THE SHORTEST ROUTE TO THE NEARESTTRUCK ROUTE. THE CITY ENGINEERING DEPARTMENT MAY APPROVE AN ALTERNATE ROUTE UPON REQUEST. • CONTRACTOR SHALL NOT UTILIZE THE RIGHT OF WAY, OUTSIDE OF THE 'LIMITS OF CONSTRUCTION- DEFINED ON THIS PLAN SET, FOR ANY MATERIAL STORAGE. ALL EXCESS MATERIAL MUST BE HAULED OFFSITE AND DISPOSED OF PROPERLY. • CONTRACTOR TO RESTORE BORROW AREAS. HAUL ROUTES MAP - WORK UNITS A C TRUCK ROUTE PRE 1 SpJ�e I ai / I � —• FLORIDA AVE. HAUL ROUTE (� I IIWORK UNIT p) I I I WORK UNIT C L HAUL ROUTES MAP - WORK UNIT B W. 17TH AVE. TRUCK ROUTE V \ O-♦'�/ I I O x PROJECT p LOCATION z o HAUL x ROUTE I I i Al I I W. 5TH AVE. T�mI I I I I I I I I I I I I I I I I t� I HAUL ROUTES MAP - WORK UNIT D A= om PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.cshkosh.wI.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION A 1118/2023 ISSUED FOR BID i/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE LEGEND & NOTES SHEET NUMBER G-1 2 OF 16 a N N E z r a aLzcom PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-466-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION A 1I/W023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE EXISTING CONDITIONS OVERALL PLAN - WORK UNITS A, B, C SHEET NUMBER C-1.0 3 OF 16 a E n N E z' 0 z 0 zz x z R LL o: U E aL=com PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, Wl 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUE/REVISION A 11/8/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT A - EXISTING CONDITIONS PLAN SHEET NUMBER A-C-1.0 4 OF 16 E s a N E 2 a z x z z w rc w z 0 zz z w w N U E a_coM PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION A 11/8/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT A - DEMOLITION & EROSION CONTROL PLAN SHEET NUMBER A-C-2.0 5 OF 16 1 a U Z O E a N N E z° E IT aLzcom PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, W 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION A 11/&2023 ISSUED FOR BID IIR DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT A -PROPOSED GRADING PLAN SHEET NUMBER A-C-3.0 6 OF 16 I V E IL INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND MATCH TO MATCH FLAP POCKET TIEBACKBETWEEN ®®®®®®O®®® IF POST ANCHOR r® WOOD OR STEEL POSTS 4'-0' MIN LENGTH 20' FE NCE MIN DEPTH IN GROUND DIRECTION —�- -NOTE' 8'-0' POST SPACING ALLOWED IF WOVEN J` { w' ANCHGR STAKE I O I I GEOTEXTILE FABRIC IS USED o•y MIN. 18' LONG I SILT FENCE TIE BACK 3 (WHEN REQUIRED BY THE ENGINEER) ilp� ! USE ftEBAR OR STEEL ROO DIED TILE 1 FOR REMOVAL FABRIC 4 FOR INLETS WITH CASTCURB USE BOX USE WOOD 2' X NYLON CIXtO GEOTEXTILE //�1�� I I EXTEND BEYOND GRATE FABRIC, TYPE FF—� { I MOTH ON BOTH SIDES. I" LENGTHVARIE5. SECURE TO FLOW SEAM 4{/ ( b, I GRATEWITHW'IREORPLATIES —_ FROM, BACK, AND BOTTOM BE MADEFROBININ BE DLE I PIECE OFF FABRIC. I 4• X W OVAL HOLE SHALL SE HEATCUT INTO ALL FOUR SIDE PANELS. MINIMAIM COUBLE STITCHED SEAMS ALLAROUNO SLOE PIECES AND ON FLAP POCKETS. (CAN BE INSTALLED NI ANY INLET TYPE MATH OR VATHOUT A CURB BOX AS PER NOTE I O2 1 NOT TO SCALE 12° MINIMUM TRACKING MAT EIBSnNG SURFACE STRIP TOPSOIL & SET W.DOT TYPE R TO PLAN SUBGRADE GEOTEXTILE FABRIC 50' °o 0 0 0 0--j O O O 0 0 24 i EROSION CONTROL TRACK PAD GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE THE STONE TRACWNG PAD IN ACCORDANCE W T H THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARD No. 1057. 2. TRACKING PAD SHALL BE INSTALLED PRIOR TO ANY TRAFFIC LEAVING THE SITE. IF CONDITIONS ARE SUCH THAT SEDIMENT IS NOT REMOVED FROM TIRES BY THE TRACKING PAD, THEN TIRES SHALL BE WASHED IN ACCORDANCE WITH YANR TECHNICAL STANDARD No. 1057. 3. USE 3 TO 6 INCH CLEAR OR WASHED STONE. ALL MATERIAL TO BE RETAINED ON A 3-INCH SIEVE. MINIMUM 50' LENGTH, MINIMUM 12° THICK, AND SHALL BE THE FULL WDTH OF THE EGRESS POINT. 4. SITES WITH A HIGH WATER TABLE, OR WHERE SATURATED CONDITIONS ARE EXPECTED, THE STONE TRACKING PAD SHALL BE UNDERLAIN WITH A W.DOT TYPE R GEOTETILE FABRIC TO PREVENT MIGRATION OF UNDERLYING SOIL INTO THE STONE. 5. SURFACE WATER MUST BE PREVENTED FROM PASSING THROUGH THE TRACKING PAD. FLOWS SHALL BE DIVERTED AWAY FROM TRACKING PADS OR CONVEYED UNDER AND AROUND THEM BY USING A VARIETY OF PRACTICES, SUCH AS CULVERTS, WATER BARS, OR OTHER SIMILAR PRACTICES. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS THIS MAY REQUIRE PERIGDIC TOP DRESSING Nina ADDITIONAL STONE AS CONDITIONS DEMAND AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING 7. PUBUC RIGHT-OF-WAYS WHEN WASHING IS DONE, IT SHALL BE DONE IN AN AREA STABILIZED VAIN AND WHICH DRAINS TO AN APPROVED SEDIMENT TRAPPING DEVICE ALL SEDIMENT SPILIID, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC 6. RIGHT-OF-WAY SHALL BE REMOVED tMMEDIATELY. ACCESS PERMIT TO PUBUC ROADS MUST BE OBTAINED PRIOR TO 9. CONSTRUCTION. EASEMENTS ARE SHOWN AT APPROXIMATE LOCATIONS To' CONTRACTOR SHALL REMOVE AND DISPOSE OF TRACK PAD MATERIAL AND 11. STABILIZE THE AREA AT PROJECT COMPLETION. SOLID WASTE CAP, LOCATED WITHIN SITE OMIT& 3 '� TRACKING PAD DETAIL NOT TO SCALE W/ EXCAVATED SOIL a T N. INRT I I AnON GENER0. NO @ 1. SILT FENCE SHALL BE IN ACCORDANCE WITH WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARD No. 1058 2. TRENCH SHALL BE A MINIMUM OF 4' WIDE & 6' DEEP TO BURY AND ANCHOR GEOTEXTILE FABRIC FOLD MATERIAL TO FIT TRENCH AND BACKFILL & COMPACT TRENCH N1TI1 EXCAVATED SCIL 3. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 11W X 1 1/8' OF OAK OR HICKORY. 4. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWING TWO METHODS A�TNIST METHOD -- OVETTLAP THE ENDPOSTS AND TWIST, OR ROTATE, AT LEAST 180 DEGREES, B HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH. 5. ATTACH THE FABRIC TO THE POSTS WITH WIRE STAPLES OR WOODEN LATH AND NAILS. %1 SILT FENCE INSTALLA-nou DETAIL NOT TO SCALE S COMPACTED CLA EXTEND A MINI ALL DIRECTION PIPE, MINIMUM I 4 CLAY DAM \4Z�y NOT TO SCALE NOTE ADDITION& POST DEPTH OR TIE BACKS MAY BE REWIRED IN UNSTABLE SOILS. A=COM PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.cLoshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, W 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION 0 CO o� A� 1O ISSUEIREVISION A 11/82023 ISSUED FOR BID UR DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT A - DETAILS SHEET NUMBER A-C-4.0 7 OF 16 I E f z x z w w z 9 z z E 4� . . . . . . . . . . `Q ak ka, W 7/L > MA g4 .... .. . D 2� 0- _5 L . ... ...... . . .... . ... . ? 151 11, 1 11 EXISTING' 26,000 SF� "Q, _�2 a,� HE ", . ..... ... PADS g �,V NCRETE k PAR 0- OR, GRAVEL --N -b . ..... . . . . ... ... 2, 10110 W, Z, NO v R g- w SIGN --Z, I , I I w M, im 'W. 4TH AVE. >-,.SAM ->->SAN �--�-SAN >->SM �-->SAN ->SAN SAN s is<- "S --------------- -tS ­WM w--- 77/V=�77 W 77= R�g v 49 F..t ym fi0com PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.cl.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, VVI 54304 920-468-1978 1 '1 L www.aecom.com SUB CONSULTANT REGISTRATION 1�1 0 R (Zi I- 0 ISSIJE/REVISION A 1102023 ISSUED FOR BID TIR — DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT B - EXISTING CONDITIONS PLAN SHEET NUMBER B-C-1.0 8 OF 16 a U N N E Z w 0 z 0 zz x w z �S rc U E LL aLzcom PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION A 11/8/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT B - DEMOLITION & EROSION CONTROL PLAN SHEET NUMBER B-C-2.0 9 OF 16 E a N N E z K w z 0 zz x ru z D LL N K w D U E IL aL=com PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920.468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION A 11/8/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT B - RETORATION PLAN SHEET NUMBER B-C-3.0 10 OF 16 I INLET SPECIFICATIONS AS PER THE PLAN 04MENS10N LENGTHAND VADTH TO MATCH GEOTEXTILE FABRIC, TYPE FF I FLAP POCKET USE REBAR OR STEEL ROD FOR REMOVAL OR 4 FOR INLETS KITH CAST CURB BOX USE WOOD r X 4', EXTEND IV BEYOND GRATE I VWDTHONBOTH SIDES, Ir LENGTHVARIES.SECURETO GRATE'MTH MRE OR PLASTIC TIES FRONT BACK,BOTTOM TO BE MADE FROM SINGLE I I PIECE OF FABRIC. 4' X 6.OVAL HOLE SHALL BE HEAT CUT MINIMUM DOUBLE STITCHED I �C INTO ALL FOUR SIDE PANELS. SEAMS ALLARDUND SIDE PIECES I I I AND ON FLAP POCKETS. I I I I j I I I (CAN BE INSTALLED IN ANY INLET TYPE IWTH ORYATHOUTACLURBSOXASPERNOTE ) O i '\ TYPE "D" INLET PgoTEcTIoN INSTALLATION DETAIL NOT TO SCALE 12' MINIMUM TRACKING MAT O O O O DfISTING SURFACE O 4!!STRIP TOPSOIL &SET WisDOT TYPE R TO PLAN SUBGRADE GEOTEX71LE FABRIC 50' �� � o Oo o D o 24' i EROSION CONTROL TRACK PAD GENERAL NOTES: 1. CONTRACTOR SHALL PROVIDE THE STONE TRACKING PAD IN ACCORDANCE WITH THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARD Na 1057. 2. TRACKING PAD SHALL BE INSTALLED PRIOR TO ANY TRAFFIC LEAVING THE SITE. IF CONDITIONS ARE SUCH THAT SEDIMENT IS NOT REMOVED FROM TIRES BY THE TRACKING PAD, THEN TIRES SHALL BE WASHED IN ACCORDANCE WITH WONR TECHNICAL STANDARD No. 1057. 3. USE 3 TO 6 OUCH CLEAR OR WASHED STONE. ALL MATERIAL TO BE RETAINED ON A 3-INCH SIEVE MINIMUM 50' LENGTH, MINIMUM 12' THICK, AND SHALL BE THE FULL W1DTIH OF THE EGRESS POINT, 4. SITES WTH A HIGH WATER TABLE, OR WHERE SATURATED CONDITIONS ARE EXPECTED, THE STONE TRACKING PAD SHALL BE UNDERLAIN WITH A WNDOT TYPE R GEOTEXIILE FABRIC TO PREVENT MIGRATION OF UNDERLYING SOIL INTO THE STONE. 5. SURFACE WATER MUST BE PREVENTED FROM PASSING THROUGH THE TRACKING PAD, FLOWS SHALL BE DIVERTED AWAY FROM TRACKING PADS OR CONVEYED UNDER AND AROUND THEM BY USING A VARIETY OF PRACTICES, SUCH AS CULVERTS, WATER BARS, OR OTHER SIMILAR PRACTICES. 6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBUC RIGHT-OF-WAYS THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND/OR CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING 7. PUBLIC RIGHT-OF-WAYS. WHEN WASHING IS DOVE, IT SHALL BE DONE IN AN AREA STABILIZE) WITH AND WHICH DRAINS TO AN APPROVED SEDIMENT TRAPPING DEVICE ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO A PUBLIC 8. RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY. ACCESS PERMIT TO PUBLIC ROADS MUST BE OBTAINED PRIOR TO 9. CONSTRUCTION. EASEMENTS ARE SHOWN AT APPROXIMATE LOCATIONS 10. CONTRACTOR SHALL REMOVE AND DISPOSE OF TRACK PAD MATERIAL AND 11. STABILIZE THE AREA AT PROJECT COMPLETION, SOLD WASTE CAP, LOCATED WITHIN SITE UMIT3. 3 '\ TRACKING PAD DETAIL -1 NOT TO SCALE TIEBACK BETWEEN FENCE POST AND ANCHOR 9LT WOOD DR STEEL POSTS FENCE 4'-0' MIN LENGTH 20' MIN DEPTH IN GROUND FLOW DIRECTION —� NOTE 8'-0' POST SPACING ALLOWED IF WOVEN ,A, 1 0 �-ANCHOR STAKE 1 GEOTDLTILE FABRIC IS USED moo• MIN. 18' LONG 4 ° SILT FENCE TIE BACK (WHEN REWIRED BY THE ENGINEER) GEOTELTILE FABRIC NYLON CORO J: O• SEAM FLOW �� W/EXCAVATED SgL-A _„ OTC PF' SILT FENCE INSTALLATION GENERAL NOTES, 1. SILT FENCE SHALL BE IN ACCORDANCE 1WTH WISCONSIN DEPARTMENT OF NATURAL RESOURCES TECHNICAL STANDARD No. 1058 2- TRENCH SHALL BE A MINIMUM OF 4' WIDE & 6' DEEP TO BURY AND ANCHOR THE GEOTE(TILE FABRIC. FOLD MATERIAL TO FIT TRENCH AND BACKFlLL & COMPACT TRENCH WITH EXCAVATED SOIL 3. WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/B' X 1 1/8- OF OAK OR HICKORY. 4. CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE FOLLOWING TWO METHODS: A)TWIST METHOD -- OVERLAP THE ENDPOSTS AND TWIST, OR ROTATE, AT LEAST 180 DEGREES, B HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH. 5. ATTACH THE FABRIC TO THE POSTS WITH PARE STAPLES OR WOODEN LATH AND NAL& (2) SILT FENCE INSTALLATION DETAIL NOT TO SCALE S COMPACTED CLA EXTEND A MINI ALL DIRECTION PIPE, MINIMUM I 4 CLAYDAM NOT TO SCALE NOTE ADDITIONAL POST DEPTH OR TIE BACKS MAY BE REQUIRED IN UNSTABLE SOILS. A=COM PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, VVI 54903 920-236-5065 tel www.d.oshkosh.wi.LIs CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION 0 Cj 0 A� .O ISSUE/REVISION A 111812023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT B - DETAILS SHEET NUMBER B-C-4.0 11 OF 16 a U N N E 2 a E LL a=-coM PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920.468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUE/REVISION A 11/8/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT C - EXISTING CONDITIONS PLAN SHEET NUMBER C-C-1.0 12 OF 16 E a 19 a z x ru N z D LL w rc w z 0 zz x w z LL rc w U E a_con� PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE 8 GREEN BAY, WI 54304 920468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION A 11/8/2D23 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT C - PROPOSED IMPROVEMENTS PLAN SHEET NUMBER C-C-2.0 13 OF 16 a N E Z a .. . . . .. . . . •• •Oi ♦♦i � ♦♦/ �♦i / • I ♦♦i♦i ♦•%'� ♦!/� � ♦I ♦i♦ ��i�<��♦���♦♦♦�v/♦:�s�� � I � � � ♦i. •OsiO� •O �j 0 -.i ♦ • ♦S' ♦ � � �j � � ♦O♦ • • // � �� �.rr� •R v,.rr� � r�,rQ,rv�r� .�i�;", /�� ,I��.I��oG,� I�e./��.I��%�.//� : .����Li �u:3�i���%��� �.9•:S���ii°��i�:�r/.q�. ` • • • • �glow i A PROPOSED WELLHEAD STRUCTURE -C-2. NOTTOSCALE 6 OZ. NO< GEO' C PROPOSEv v�I-vl- v i INvv i WIN" I 1-- .,,,, -C-2. NOTTOSCALE EXTENDED OPERATING NUT B PROPOSED CONDENSATE BULKHEAD STRUCTURE -C-2. NOTTOSCALE GENERAL NOTES: 1. TOPOGRAPHIC INFORMATION OBTAINED FROM THE WINNEBAGO COUNTY, OSHKOSH LIDAR SURVEY PERFORMED IN 2009. HORIZONTAL COORDINATES ARE IN REFERENCE TO THE WISCONSIN COUNTY SYSTEM: WINNEBAGO COUNTY (US FOOT). THE VERTICAL DATA IS THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). 2. EXISTING UTILITIES SHOWN ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. OTHER UTILITIES MAY BE PRESENT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES INCLUDING SEWERS AND WATER FROM THE OWNERS OF THE RESPECTIVE SERVICES. ALL UTILITY OWNERS SHALL BE NOTIFIED BY THE CONTRACTOR 72 HOURS PRIOR TO CONSTRUCTION. 3. COMPACTION OF ALL FILL MATERIALS SHALL BE TO 95% MODIFIED PROCTOR WITH EIGHT -INCH (W) LOOSE LIFT THICKNESS. MATERIAL SHALL BE WITHIN 0% OF OPTIMUM MOISTURE CONTENT. 4. CONTRACTOR TO MAINTAIN A MINIMUM OF 1-FOOT OF CLEARANCE BETWEEN PIPE BULKHEAD AND RIM OF MANHOLE STRUCTURE. 5. CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM MANHOLE STRUCTURE. 6. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO GROUND DISTURBANCE ACTIVITIES. 7, CONTRACTORS MUST NOT DISTURB MONITORING WELLS. 8. CITY TO SUPPLY 3/8-INCH SILICONE TUBING AND QUICK -CONNECT CONNECTORS. 9. CONTRACTOR TO SUPPLY AND INSTALL NIPPLE. 10. CONTRACTOR TO PROVIDE MANHOLES, LIDS, RISERS, AND CASTINGS. L=c0m PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION V� �O 0 �O ISSUEIREVISION A 11/8/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT C - DETAILS SHEET NUMBER C-C-3.0 14 OF 16 E a D VV-2 VALVE VAULT EXTERIOR 2. NOT TO SCALE NOTE: 1. PHOTO A DEMONSTRATES THE TYPICAL CONDITION OF THE VALVE VAULTS. 2. VALVE VAULTS WERE OBSERVED TO BE SUNKEN AND DAMAGED. G WH-16 WELLHEAD VAULT EXTERIOR 2. NOTTOSCALE NOTE: 1. TYPICAL CONDITION OF WELLHEAD VAULT EXTERIOR. 2. SEVERAL WELLHEAD VAULTS COVERS WERE OBSERVED TO BE DAMAGED. E WH-13 WELLHEAD VAULT INTERIOR -2. NOT TO SCALE NOTE: 1. TYPICAL CONDITION OF WELLHEAD VAULT INTERIOR. 0 WH-17 WELLHEAD VAULT OVERVIEW NP -C-2. NOT TO SCALE NOTE: 1. TYPICAL CONDITION OF WELLHEAD VAULT. NOTE THE PRESENCE OF MONITORING WELLS NEAR WELLHEAD AND VALVE VAULTS. MONITORING WELLS MUST NOT BE DAMAGED. F WH-9 WELLHEAD VAULT INTERIOR 2. NOTTOSCALE NOTE: 1. TYPICAL CONDITION OF WELLHEAD VAULT INTERIOR. 2. WELLHEAD VAULTS WERE OBSERVED TO HAVE LAWN CUTTING AND SEDIMENT ACCUMULATION WITHIN EACH VAULT. I WH-13 WELLHEAD VAULT 2. NOT TO SCALE NOTE: 1. PHOTO A DEMONSTRATES THE TYPICAL CONDITION OF THE VALVE VAULTS. FA K4Loll TIl PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUE/REVISION A 1118/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT C - PHOTO LOG SHEET NUMBER C-C4.0 15 OF 16 a E ASCOM PROJECT CITY CONTRACT 23-29 BUILDING DEMOLITIONS CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.0shkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, Wl 54304 920468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION O� GO O� �O ISSUE/REVISION A 11/8/2023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60706249 SHEET TITLE WORK UNIT D - REMOVAL & RESTORATION PLAN SHEET NUMBER D-C-1.0 16 OF 16