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Home My WebLink About23-17 East Parkway Ave Watershed basinCITY CONTRACT 23=17 EAST PARKWAY AVENUE WATERSHED DETENTION BASIN -CONSTRUCTION 100% DESIGN DRAWINGS ISSUED FOR BID CITY OF OSHKOSH WINNEBAGO COUNTY, WI 2023 PROJECT VICINITY MAP INDEX OF DRAWINGS PAGE NO. SHEET NO. SHEET DESCRIPTION 1 G-1 COVER SHEET 2 G-2 LEGEND & PROJECT INFORMATION 3 C-1 EXISTING CONDITIONS / SURVEY LOCATIONS 4 C-2 EROSION CONTROL PLAN 5 C-3 DEMOLITION 6 C-4 PROPOSED GRADING PLAN 7 C-5 GRADING DETAILS 8 C-6 GRADING DETAILS 9 C-7 GRADING DETAILS 10 C-8 STORM SEWER PLAN & PROFILES 11 C-9 RESTORATION PLAN 12 S-1 STRUCTURAL DETAILS 13 S-2 STRUCTURAL DETAILS 14 S-3 STRUCTURAL DETAILS a .. o Q a W_ Z cn O Ids W C.) E— Q uj cl) Z = 0 t` 2 V �— W M NQZ= � O U Q Q F— zwoo> �e z U oQ2 � o C�°'z0L) Q m H- QW_Z I11 VW001 SYMRnI_S EXISTING FEATURES LEGEND PROPOSED FEATURES LEGEND z J N E 0 z N L N o r 9 a 0 N 0 1" IRON STAKE i 2" IRON STAKE ♦ RIGHT-OF-WAY POST ■ CONCRETE MONUMENT ° CLEAN OUT POWER POLE t■ 1 POWER & TELEPHONE POLE TELEPHONE POLE -i LAMP POLE GUY WIRE & GUY POLE d MAILBOX u ROADSIGN ■ TELEPHONE PEDESTAL + TRAFFIC SIGNAL A BENCHMARK c APRON ENDWALL 0 BUSH Q TREE (DECIDUOUS) Y1 TREE (CONIFEROUS) ° TREE STUMP ~� WOODED AREA SOIL BORING LOCATION ® STORM SEWER MANHOLE QS SANITARY SEWER MANHOLE HE STORM SEWER INLET ® DETECTABLE WARNING FIELD FLOW DIRECTION —14— — — _ RIGHT OF WAY PROPERTY LINE INDEX CONTOUR INTERMEDIATE CONTOUR BUILDING BOUNDARY MISCELLANEOUS FENCE CURB AND GUTTER INTEGRAL CURB AND GUTTER EDGE OF DRIVEWAY EDGE OF PAVEMENT UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND GAS OVERHEAD UTILITIES UNDERGROUND FIBER OPTIC STORM SEWER AND MANHOLE STORM SEWER AND MANHOLE _> 36" DIAMETER STORM SEWER AND CATCH BASIN SANITARY SEWER AND MANHOLE WATER MAIN AND VALVE HYDRANT LEAD, HYDRANT, AND VALVE UTILITY EASEMENT UTILITY COMPANIES THAT MAY BE AFFECTED BY THIS PROJECT FIRM ADDRESS CONTACT TELEPHONE EME'kGENOY 9t1 DxxERS HOTL6& laao-zazrsll � �� ,cosH, Wt rloNEMEzaDe mr rvMeER szazasfi]oo D -E C519(CsiK Wt NCd!-EN B'CY KLMEER 926mSs2C0 cm IX•wiuosR F°Jg1O NiYiKS CEPT. zl5 crnmw AVE �FIX�+i W9 Bnse.ua.waicvmRrs snN H+KH-M'IS!O:I NAI:AGER � 9252365Gs5 @!D@�ERING DMSICN C+tY QlG@ffHi Cm CP O''HKOW PVBL1C v.0RKS CEFT. 15/Y+.3ftD AVE RYMI LEMI(E 9zamzs33x WATER DIVISION cskKosH,. WATER OLSTR�nIcrI MAlUGEA cmcFDsM— �s nmaAVE TRAVISDERK3-cm FDRESTER 9zaz3z.s31r PPFNS DEPPRTMENT EORESRiY DrvlsroN ()_ VOSM Yvt CHAD DALLMAf+-A--PARKS 9 2-3 cm aF �HKosH 926 DExPs£Ym au+rcu�sMANN TRAxr<PIXlrnna+DErr. osu4.Kvn cm ELEcrR�cw+ 9zamz-s3s3 ElECTRiC Drvlsror+ cm oFa�wcosH 9xs cEnlPSEr Tft. SP.1—ffSB.ACH TRNlsPORtATKX+DEFT. s«av clvLsaN �*�K� MNtfT. SUPERVISOR 926TJ2-SYA Cm C£GSHKC6H 9m DEMP6EYTR AN CC4llN5 920.232-5342 TFPNSf`ORTATNW CEPT. CSHRCSH,. ntN+SPDRTATION DWEOTOR ERECiRDM ism DESTINATKK! DR VINC£AL&Y! DAY S-1— 4Y1 EVE9A]360.RJ .SCOlk94Y ft1ELJC 3�W tL MA@+ST. JEFF M8:RE1lAN-sQ�KNE SERV SERVIC£CCRP. 92081]-2]]S wRlsuc IUTuftALws za+rouR t wo-]z6o SERv sERVKE CDRP, ELECTRIC EMERI'£NLY INME£R 1�04Y1T2�] WtS(:IX & RR Si. 1690 E Jm-' �]! MEK�WN 6032419129 SOUTVEtiNJ RGO. "! MAfJISIXL. 6010%EERE ROPD TRANS CANADA DEFERS. MATT ERNST 420.33865)3 1&J6]s&is]6 EMERGQ,LY A -- — - t.so2zssazs6 NaLEMERc,ENCY ]OEM-4 ST. CHARLES BARTEtT AT-- ATST NTSCIX— fDtA W LAC,. QM.ER 920.9241013 WL':CSTREA41 13535 BISHOPS CR SRcoKEmn,. 53orh JA4E5 KCSiUCN 262-]92-19J6 CPNPDIAN 1625DEPOT Sf. JACKS NACE.C2 115-3M1 250J IUTK3NALRR srEVENs wwr,. ---ES -VRRELA- —IR- 9NG143336 MANAGEMENT OSKKOSM,.5�903 JOF@l FEN40N T00-339 9211d24ZJi] ABBREVIATIONS ABAN ABANDON CONSTRUCTION LIMITS CENTERLINE ALIGNMENT SLOPEINTERCEPT ABANDON PIPE (ABAN) SAWCUT MINOR CONTOUR MAJOR CONTOUR (5� SAFETY SHELF NORMAL WATER LEVEL STORM SEWER <36"DIAMETER AND MANHOLE STORM SEWER AND MANHOLE, => 36" DIAMETER CONCRETE PATH MEDIUM RIP RAP EROSION CONTROL FEATURES IDENTIFIED ON "EC" SHEETS AEW APRON ENDWALL ASPH ASPHALT BIF BOTTOM OF FOOTING B.M. BENCH MARK BIW BOTTOM OF WALL BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION ELEC ELECTRIC EVCS END VERTICAL CURVE STATION EVCE END VERTICAL CURVE ELEVATION CL CENTER LINE CONC CONCRETE COND CONDUIT CP CONTROL POINT CSS CONNECT STORM SEWER CSAN CONNECT SANITARY SEWER DIP DUCTILE IRON PIPE EL ELEVATION EX EXISTING FL FLOW LINE HERCP HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE H HIGH I.E. INVERT ELEVATION LVC LENGTH OF VERTICAL CURVE MH MANHOLE NWL NORMAL WATER LEVEL NO. NUMBER PCCP PRECAST CONCRETE CYLINDER PIPE PP PLAN AND PROFILE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION RCP REINFORCED CONCRETE PIPE R!W RIGHT OF WAY PPOL POWER POLE SAN SANITARY SEWER SB SOIL BORING SPK SPIKE SS STORM SEWER STA STATION TEMP TEMPORARY TC TOP OF CURB TW TAILWATER T/W TOP OF WALL UD UNDERDRAIN UG UNDERGROUND WONR WISCONSIN DEPARTMENT OF NATURAL RESOURCES WISDOT WISCONSIN DEPARTMENT OF TRANSPORTATION WM WATER MAIN WSEL WATER SURFACE ELEVATION HAUL ROUTES MAP m - DESIGNATED TRUCK ROUTE Fl I L MANHOLE VERTICAL CALCULATION FORMULA FOR ALL STORM MANHOLES DEPTH=RIM ELEVATION MINUS FRAME DEPTH MINUS INVERT ELEVATION PLUS SUMP DEPTH (FRAME & GRATE PROVIDED BY CITY OF OSHKOSH) FOR OUTLET STRUCTURE DEPTH=LOWEST RIM ELEVATION MINUS INVERT ELEVATION PLUS SUMP DEPTH (FRAME & GRATE PROVIDED BY CONTRACTOR) DETAIL REFERENCE SYSTEM DETAIL NUMBER 1 c-s DRAWING REFERENCE WHERE DETAIL IS LOCATED CROSS SECTION REFERENCE SYSTEM CROSS SECTION ID A C-5 DRAWING REFERENCE WHERE SECTION IS LOCATED z z E IRVING AVE PH-AULROUTE m m m m EcOm PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOI` BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI54903 920-236-5065 tel www.cl.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920A68-1978 tel wvvw.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION 0 07242023 ISSUED FOR BID IIRI DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE LEGEND AND PROJECT INFORMATION SHEET NUMBER G-2 2 OF 14 1. SURVEY PERFORMED BY AECOM IN NOVEMBER OF 2017. 2. HORIZONTAL COORDINATES SYSTEM IS WISCONSIN COUNTY SYSTEMS: WINEBAGO COUNTY, US FOOT. > 3. VERTICAL DATUM: NAVD88 US FOOT 4. GEOTECHNICAL BORINGS PERFORMED BY SUBSURFACE EXPLORATION SERVICES, LLC (SES) IN OCTOBER 2017 UNDER DIRECTION OF AECOM. ONE (1) TEMPORARY PVC STAND PIPE 0 80 MONITORING WELL WAS INSTALLED AT B-2. Feat 43-x68°(N) = 751.10 i \.,PARCEL ID: 0405380000 • \• .PARCEL ADDRESS: 616 GRAND ST WA t 1. 413 E. IRVING AVE. - OWNER: KYLE J. KEMP 2. 407 E. IRVING AVE. - OWNER: SLOSHKOSH PROPERTIES LLC (OWNER ADDRESS: 953 HICKORY HILL DR., GREEN BAY, WI 53404) 3. 682 GRAND ST.- OWNER: RILEY FISCHER 4. 676 GRAND ST.- OWNER: BRETT HENDERSON O 5. 6701670A GRAND ST. - OWNER: WILLIAM D. PAINE (OWNER ADDRESS: 637 CEDAR AVE., CHULA VISTA, CA 91910) X 6. 664 GRAND ST. - OWNER: KELLY J. JAHNKE 7. 660 GRAND ST. - OWNER: MARK WJSUZAN A. ERICKSON 8. 656 GRAND ST. - OWNER: TC PROPERTIES OF THE FOX VALLEY LLC (OWNER ADDRESS: W2402 TREE LINE CT., APPLETON, WI 54915) 9. 652 GRAND ST.- OWNER: RAYMANN PROPERTIES LLC (OWNER ADORES: 823 MOUNT VERNON ST., OSHKOSH, WI 54901) 10. 646 GRAND ST.- OWNER: SHADRACH MUHIMA/NYIRA NYIRAKYOBE (OWNER ADDRESS: 1812 GEORGIA ST., OSHKOSH, WI 54902) 11. 640 GRAND ST.- OWNER: JOHN A. PAULICK 12. 634 GRAND ST.- OWNER: CARRIE L. BARTOW D 13. 628 GRAND ST. - OWNER: KELLY L. STROOK 14. 622 GRAND ST. - OWNER: 151 PROPERTY GROUP (OWNER ADDRESS: 911 W. BENT AVE., OSHKOSH, WI 54901) m 15. 612 GRAND ST.- OWNER: CASSUI TOO LLC (OWNER ADDRESS: 2301 BURNWOOD DR., OSHKOSH, WI 54902) • 16, 414 E. PARKWAY - OWNER: RM WIEDENMEIER PAINTING LLC (OWNER ADREES: 1225 WALNUT ST., OSHKOSH, WI 54901) 17. 0 BROAD STREET- OWNER: FOX VALLEY & WESTERN LTD (OWNER ADDRESS: PO BOX 8100, DOWNTOWN STATION 8TH FLOOR, MONTREAL, OC) m 3 1 2 (y BENCHMARKS POINT#t NORTHING EASTING ELEVATION DESCRIPTION 1 474816,4670 794460.4900 759.54 BM/BURY BOLT 2 475189.6360 794411,5610 759.07 BM/BURY BOLT 3 474909,7500 794722.4240 760.62 BM/BURY BOLT 4 475829.9380 794722,1610 762.98 BM/BURY BOLT AL=com PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOl' BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, VVI 54903 920-236-5065 tel www.ci.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, VVI54304 920A68-1978 tel www.aerom.com SUB CONSULTANT REGISTRATION ISSUE/REVISION 0 07/242023 ISSUED FOR BID VR DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE EXISTING CONDITIONS / PRECONSTRUCTION SURVEY LOCATIONS SHEET NUMBER C-1 3 OF 14 o- I n n 9 n INLET PROTECTION (TYP.) N o -- i J � l - fs, a60 SAN Sa " - -, 5. S SAN 15' n W 0 i I CONSTRUCTION FENCE (TYPJ z m O SILT FENCE MP.) f. m j ]'D :'STONE DITCH CHECK.13 ,I I �' { I I L r 3 A SEDIMENT AND DE -WATERING AREA E INLET PIPE i WA EMERGENCY SPILLWAY MEDIUM RIPRAP (TYP.) ._ re- 41- I rn \ _ 75J 754 I rn 6" 751 752 24, �: _.._- GRAVEL TRENCH WITH UNDERDRAIN 4• UNDERDRAIN PRIMARY OUTLET � 751 752 ' .8.2 (WELL) -bm — 7S4r— 8-1 I o 762 STONE TRACKING PAD SECONDARY OUTLET 0 FO FO FO- _moo __— — ---' FO -" - -- FO FO -- FO S- - FO J _ - - - — - —EXISTING RAILROAD — - - - - — - - — - - - - _ _ _ — _ _ - -- —' EXISTINGRA - --- -_------- T -- - T - --- __ T - T 7H OH e - ON - C/L RAILROAD = ' 't`'' BROAD ST. BORING INDICATED THAT GROUNDWATER MAY BE ENCOUNTERED DURING EXCAVATION NOTES: 1. INSTALL INLET PROTECTION TYPE D MODIFIED IN ALL INLETS ON GRAND STREET FROM E. PARKWAY AVE. TO OXFORD AVE. 2. INSTALL INLET PROTECTION TYPE D MODIFIED IN ALL INLETS ON E. PARKWAY AVE. FROM MT. VERNON ST. TO BROAD ST. 3. CONSTRUCTION ENTRANCE SHALL BE LOCATED OFF E. PARKWAY AVE. 4. SIDEWALKS SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND BE ADA ACCESSIBLE. 5. CONTRACTOR IS RESPONSIBLE FOR MOWING GRASS WITHIN THE CONSTRUCTION LIMITS. 6. CONTRACTOR SHALL INSTALL BMPS TO PREVENT EROSION AND SEDIMENT FROM LEAVING THE SITE. T. RESTORE DISTURBED AREAS WITH EROSION MAT. SEE SHEET C-9 FOR DETAILS. AL=com PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOI• BASIN - CONSTRUCTION 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 0 07/242023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE EROSION CONTROL PLAN SHEET NUMBER C-2 4 OF 14 GENERAL NOTES: 1. SURVEY PERFORMED BY AECOM IN NOVEMBER OF 2017. 2. HORIZONTAL COORDINATES SYSTEM IS WISCONSIN COUNTY SYSTEMS: WINEBAGO COUNTY, US FOOT. '.: 3. VERTICAL DATUM: NAVD88 US FOOT 4. GEOTECHNICAL BORINGS PERFORMED BY SUBSURFACE EXPLORATION SERVICES, LLC (SES) IN OCTOBER 2017 UNDER DIRECTION OF AECOM. ONE (1) TEMPORARY PVC STAND PIPE ° 40 B0 MONITORING WELL WAS INSTALLED AT B-2. Feat 0 x o � m o y < Im m N: 43.48' (N) = 751.10 2 I ___ _ yr R CONSTRUCTION LIMITS REMOVECONCRETE SIDEWALK TO NEARESTJOINT 616 GRAND WA E 0 i STRUCTURES TO BE REMOVED BY STREETS DEPARTMENT LIMB TREE AS NECESSARY —758— �` � E I2CEL ID: 0405220000 NER: CITY OF OSHKOSH I ti -FO FO FO FO —^FO- 760 LEGEND LT -IDS = •.w ��.�b CONCRETE SIDEWALK REMOVAL CLEAR AND GRUB BRUSH A=com PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOI` BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.ci.oshkosh.vO.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 0 07/242023 ISSUED FOR BID VR DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE DEMOLITION SHEET NUMBER C-3 5 OF 14 WC SPILLWAY BERM, 8:1 SIDE SLOPES CONSTRUCTION LIMITS (TYP.) EMERGENCY SPILLWAY SEE SHEET C-8 FOR GRADE o x o O? r' m BULKHEAD PROP. ' 43"X68" STORM €. SEWER _ SPILLWAY BERM, m 8:1 SIDE SLOPES PROP. 43"X68" STORM SEWER SEE SHEET C-8 PROP. DETENTION BASIN ". ° i,_Z INLET PIPE MEDIUM RI (TYPJ `. SIDE SLOPES AT 3:1 5 WIDE GRAVEL TRENCH PVC CLEANOUT. WITH 4" UNDERORAIN BACK OF RETAINING WALL . BACK OF RETAINING WALL FOOTING ? PVC CLEANOUT -G) D m � , PROP. DETENTION BASIN _ SIDE SLOPES AT 4:1 - -'— PROP. 8"STORM SEWER. PVC CLEANOUT SEE SHEET C-8 PRIMARY OUTLET SECONDARY OUTLET PROP. 24" STORM SEWER CN PROPERTY LINE SEE SHEET C-8 --.. rv_.. _ _- 7111 ® — — n _-.. .----•757 754 - - PROP. DETENTION BASIN SIDE SLOPES AT 4:1 r. ,751 ,752 --.. 754: C ! � -h2 755-755 -------�-- --- - = J , ^ FO PO- _ FO BACK OF RETAINING WALL'BACK OF RETAINING WALL FOOTING FO -rU ._ (STING RAILROAD_, — - — - - - _— - — - — - — - — - —. - _ -EXISTING RAILROAD- `- — - - — -� - — - — - - —. - -. T T - OH m _ T - T T - - - -T - - T- C/LRAILROAD '.;BROAD ST. aLzcom PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOl' BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI54903 920-236-5065 tel www.ci.oshkosh.W.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920A68-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION 0 07242023 ISSUED FOR BID VR DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE PROPOSED GRADING PLAN SHEET NUMBER C-4 6 OF 14 NOTES: ABBREVIATIONS: 1. SEE GRADING PLAN SHEET C-4 FOR POND GRADING AND EXCAVATION LIMITS. TW = TOP OF RETAINING WALL 2. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF ALL CUT AND FILL SLOPES WITHIN THE FG = FINISHED GRADE ELEVATION WITHIN THE BASIN PROJECT LIMITS AND TO PROVIDE APPROPRIATE TEMPORARY SHORING OR SUPPORT OF STRUCTURE SUB = SUBGRADE ELEVATION WITHIN THE BASIN FOR CUT SLOPES AS NEEDED TO PREVENT SEDIMENT OR SOIL INSTABILITY, SLOUGHING INTO MATCH = MATCH EXISTING GRADE ELEVATION EXCAVATION, OR SETTLEMENT OF ADJACENT STRUCTURES OR GRADES. TW=757.70 r-- - EX. PROPERTY LINE (TYP.) " FG=755.50 I ' ']12"xt2" SQUARE INLETSUB= 0110STA=2+01.17 X=794589.48 �'.RIM=757.75 Y=475046.48 FLOW ARROW, TYP. 12"x12 12"xt2" SQUARE INLET C 7 SQUARE INLET X 794587.25 STA=2+76.17 TW=757.70 $ STA=1+91.t7 Y=475279.33 ' WEST RETAINING WALL RIM=757.34 TW=758.00 C-'] RIM=757. I, X 794588.77 t 11 X=794587.3t Y=475294-32 - ( B� 5-3 Y 475209.33 J f7 rn D I - .7..:. MATCH=758.36 MATCH 757.93 - MATCH:; 7.90 C-6 12"x12" SQUARE INLET 779FGREAV : 3:1 754 7sa " STA=0+46.21 7sz +RIM=757.48 '751 i X=794588.26 CY=475064.37 GRAVEL TRENCH WITH J j1 _8 -r - UNDERDRAIN FG=751.00 FG-75, PVC CLEANOUT - SUB=750.5D ;? _ SUB-751 j S-2 X=794636.45 X 79463; Y=475144.50 Y 47531: PRIMARY OUTLET r 752 3:1 7s3 -775,5 _ S: TW=FG 758.00 TW=758.0D -----TW=758J FG=755.50 FG=755.� X=794650. SUB 755.5 e SUB=755.00 X B 711 11 SUB=755J X 794650.38 p� X-794851: Y=475064.65 Y 475144 43 C- 7 _ Y=475314. EAST RETAINING WALL _o 758-- - --- - 5-3 --- -- _ - _ C/L RAILRAAD -) =EXISTING RAILROAD SOUTH PLAN VIEW I T I 7 7 ,. C-7 FLOWARROW, TYP. WEST RETAINING WALL EX. PROPERTY LINE (TYP.) 7 58.00 't1 TW=759.00 BACK OF RETAINING TW 76000 I FC 5 FG=756.50 FG 750FG2 755.00SUB=756.00757.o zo �F<at]FG=756.50 587.53 - X 794586.40 - �^ X 794585.78 347.15 MATCH=758.41 'MATCH=758.85 MATCH-759.08 { Y=475522.18 -~/O� -b MATCH-759,69 Y=475622.16 Y= PVC CLEANOUT 3:1 t FG 751 00 ! SUB 750 50 X 79460577 ! i C� 75.0 US 750.50 C Y=475618.318 i EX. FENCE (TYP.) GRAVEL TRENCH WITHSUB= J PVC CLEANOUT- UNDERDRAIN C 6 1 X=794603.50 c '-'�. n 3:1 TW=758,00 TW 75900 FG=755.50 FG 756 50 CN PROPERTY LINE SUB=755.00 SUB \756.00 y X 794652.34 X=794653.19 { Y 475402.69 Y=475499.49 EAST RETAINING WALL C/L RAILROAD NORTH PLAN VIEW A=COM PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOP BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI54903 920-236-5065 tel www.doshkosh.wM.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-468-1978 tel www.aerom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION 0 07242023 ISSUED FOR BID UR DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE GRADING DETAILS SHEET NUMBER C-5 7 OF 14 OUTLET GROUND PROPOSED GRADE 4:1 SIDE SLOPES PRIMARY OUTLET 24" STORM SEWER 24" STORM SEWER EN WAL APRON e ----------- - END WALL WITH TRASH RACK C-6 j —FLOWS TO PARKWAY AVE. 19.5 L.F. OF 24" CONC. PIPE @ 0.44% EL 750.92 EL 750.92 ----------- ---- POND BOTTOM EL. 751.0 --------- — I K OUTLET STRUCTURE DETAIL NOT TO SCALE O i n yl n �Ii 765 Y Y 01A\\�E \St pk07•'. 5•(P MAINTAIN POSITIVE DRAINAGE TO DETENTION BASIN MAINTAIN POSITIVE DRAINAGE TO DETENTION BASIN 100•YR WSEL-757.42 SAP Ox EX. GROUND : `�S 760 _ _ _ 760 Y RETAINING WALL 755 o - 3� PROP.GROUND \ 6"TOPSOIL / 17-i 2 t ZONE OF INFLUENCE POND BOTTOM EL = 751.0 i .__. 750 :— 750 w RETAINING WALL 35'-5" 'p POND SUBGRADE a. �? 7 5 _ SEE UNDERDRAIN 5 __ SECTION DETAIL _ .___....__ __.__...___ _ __--- PARKWAY BASIN EXCAVATION SECTION Vert. Scale: 1"=5' Horz. Scale: i"=10' EMERGENCY SPILLWAY SECTION Scale: 1"=2' I s COMPACTED, EXTEND A MINII DIRECTIONS A MINIMUM 4 TRENC CLAY UAIVI Z NOT TO SCALE _ 143"H X 68"W INLET PIPE 17'-9" MEDIUM RIP -RAP 18" THICK OVER GEOTEXTILE FABRIC RIP -RAP DETAIL (PLAN VIEW) 3 NOT TO SCALE TABS TO BE MADE OF GRATE TO BE MADE OF 1/4" x 2" x 8" STEEL] r3/4" STEEL ROD 6" ON CENTER TRASH APRON ENOWALL GRATE TO END6" ABOVE INVERT NOTE: GRATE TO BE MADE OF GALVANIZED STEEL TRASH RACK NOT TO SCALE 4-INCH PERFORATED SCH. 40 PVC V FREE DRAINING GRANULAR MATERIAL GEOTEXTILE FABRIC EXISTING SOIL UNDERDRAIN SECTION g NOT TO SCALE ASCOM PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOI` BASIN — CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI54903 920-236-5065 tel www.ci.oshkosh.yvi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-468-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION 0 07/242023 ISSUED FOR BID VR DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE GRADING DETAILS SHEET NUMBER C-6 8 OF 14 STORM ADS NYLOPLAST 12"X12" SQUARE INLET TA REFER TO PLANS RIM=REFER TO PLANS 21 760 760 n EX. GROUND L 75 - 759 - -- SEE REINFORCEMENT 9 7 VARIES --- DETAIL S-3 75B - _- 75 - ELEV. = 755.00 - 757 INSTALL RODENT GRATE 7 758 j CONTRACTOR TO ADJUST N BASIN GRADES AROUND 755 WEEP HOLES AS REQUIRED INSTALL 6" PVC TEE WITH PROPOSED GROUND 7 - TIDEFLEX CHECKMATE -. - _ 754 BACKLOW PREVENTER ! 7 OR EQUIVALENT -__ 75 l Y. 75 RETAINING WALL - - 752 n 7b 751 i 5p 7D}00 0+10,• 0+20 0+3076 0 An 'I TYPICAL SWALE INLET SECTION Vert. Scale: 1"=2.5' Horz. Scale: 1"=5' NOTE: T THIS SECTION DETAIL APPLIES TO ALL INLETS ALONG THE WEST RETAINING WALL. Z Y Y al Q 760 760 TOP OF WALL �L AT STA 0+26.19 12•X12+ _ 759 ----" - -} SQUARE -F 759 o EX. GROUND ' INLET, TYP � I ELEVo 0 �1 SWALE - - _ 1LI 7 BOTTOM e; N757 - - 8- LLW57.70 ELEV. = 757.48 757 _____'_ ELEV.=756.50 _ ____ _ a758 - .....- -----.._-....._...,__ ._...___ 756 = BASIN ELEVATION _ 8" PERFORATED SCH. AT WALL j- 40 PCV STO @ 0.00% rn 755 ._ ..._ ..._ _ 755 43"X88"PIPE: ` CONTRACTOR TO ADJUST 754 SEE REINFORCEMENT --`� "" -` " """ - -': -- - 754 B a 1 ASIN GRADES AROUND WEEP HOLES AS REQUIRE S-2 DETAIL TOP OF WALL FOOTING �; ¢.8, v) 752 - -- BOTTOM OF - -. ____- 752 w WALL FOOTING w y I 751 751 ..._.. d a 4 750...-......._. a ° 750 w 749 - - - - - 749 a 74$ 050+00 0+10 0+20 0+30 0+40 0+57(�6 0 W WEST RETAINING WALL PROFILE AT EMERGENCY SPILLWAY Vert. Scale: 1"=2' d Horz. Scale: 1"=20' E 0 c d SECION C .._ z5-o^.__. --762 i82 __ ---'-._.._. ! SECTION SECTION B 1 288' 0" 185'-0" - -- 761 781 - -- ---- ELEV. = 759.00 ELEV. = 760.00 760 ) 76 0 ----- - _. . -_ __._.___ ._._ __....-_«__- ELEV 758.00 ELEV.- - _ TOP OF WAIL - - - ---759 758 -_. _ ELEV. = 756.50 -ELEV. = 757.50 I �_ _- _._ 75a 757 ELEV. = 755.50 ELEV. = 755.50 ----757 -- - - BASIN ELEVATION AT WALL CONNECT 6" PVC TO WEEP ( 25 0 i HOLE VdTH PVC TEE, TYP. 758 } 758 ,6 P O E H. OPCV TO@0.0 755 755 -- 2T-10" !, 754 - 754FOUR (4) WEEP HOLES SPACED 753 75' O.C., STARTING AT STA: 0+50. CONTRACTOR TO ADJUST BASIN -- --- 753 -- 1 GRADES AROUND WEEP HOLES TOP OF WALL FOOTING AS REQUIRED ', j ' _ __ 752 .. ._._..__ -__. -.__ _----- --..__.. - _.____ _-_ __----_- BOTTOM OF ____._ ,.____ _...._ _____ _1 75 2 j ! WALL FOOTING ( 751 1 G°4A ° m a n --- 75C 750 --- --- II 749 -- --- ----- - --- - - - - ---- -- _ -.... ----- ; ---- - 749 74� 25 0+00 0+50 1400 1+50 2+00 2+50 3:00 3+50 4+00 4+50 5+00 5+50 6+00 6+SOE EAST RETAINING WALL PROFILE t6 Vert. Scale: 1"=2' Horz. Scale: 1"=40' 8 SECTIONC 782 �SECTIONA SECTION _ _ 32'�-- -- --- T-- __ - - ....... ?6 - --... w 760 .._ w- - EX, GROUND _ z 12 X12 SQUARE INLET,TYP. - - TOP OF WALL- 759 SWALE BorroM- II _ ELEV. 75948 158 - - - _ _ ...ELEV. 758.48 ELEV.=756.50 757 .. ELEV. = 757.48 BASIN ELEVATION AT WALL ELEV.=757.15 ELEV. 75715 ._.. HOLE, EP. ELEV-=755.50 ; I CONTRACTOR TO ADJUST BASIN GRADES AROUND TOP OF WALL FOOTING WEEP HOLES AS REQUIRED 752- -- ...._ -... .-----_..-------_. - -- _.__.--- - - ----.-- BOTTOM OF WALL FOOTING 751 4 I d.. a .. 750 749 - ----- I - - ...... - -- - -- - yy 70 50 1+00 14-50 2+00 2+50 3+00 3+50 4 WEST RETAINING WALL PROFILE Vert. Scale: 1"=2' 7 Horz. Scale: 1"=40' AL=Com PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTI01' BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www.d.oshkosh.wi.us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920-468-1978tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUE/REVISION 0 07242023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE GRADING DETAILS SHEET NUMBER C-7 9 OF 14 DI f/1 2 755`_" �. OCLAY,!7sBULKHEAD PROPOSED PIPE 4 -`10'EAST OF SIDEWALK. PIPE WILL BE s 2 CONNECTED TO STORM SEWER aM..DURING GRAND ST. PROJECT - FUTURE 5 X..1 5Y: 475020.9 PROP. 43"x68" STORM SEWER MEP - M-2 C_5 [GRAND ST. PROJECT -FUTURE] X: 794631.13 Y: 475008,47 EX. PROPERTY LINE (fYP.) - 758 757 756 755 754 753 752 751 750 WORK DONE BY OTHERS [GRAND ST. PROJECT - FUTURE] EX. GRADE EL 75770 - --0,33%_ _ DE 757.24 BULKHEAD IN TERRACE -CONNECTION TO SEWER BACKFILL WITH DONE BY OTHERS [GRAND ST. PROJECT- FUTURE] CLAY 10 FEET _-� 43"48"AEW � ''"/ / � 120.E I.E. - 751.0 i I.E. = 751.05 RETAINING UNOERDRAIN e WALL (fYP.) SECTION 758 757 756 755 754 753 752 751 750 0+00 0+50 1+00 1+50 2+00 2+50 BASIN INLET PROFILE Vert. Scale: 1"=2' Horz. Scale: i"=20' !! — — PROP. RETAINING 7._-- ' WALL iu mui 755 -^755 , ' ---=�754 CLEANOUT '753 , - ' (25) 4" CONC. SIDEWALK WI 3" CA.B.C, '. � 752 751 INSTALL (3) 25' NO.4 REINFORCING e JOINT TIES BACK - RODS PER CITY SPECIFICATIONS. s 2 5 JOINTS P M_3 M-2 - b X: 794633.96 X: 794631.13 $ i Y: 474891.52 Z f CLAY DAM Y: 475008.47 a 11 0 4 SEE BASIN ��Z9413J35.13 ' EX. STORM MH 1 OUTLET PROFILE 1 OUTLET PIPESECONDARY 7,.,N OUTLET I.E.=751.0 STRUCTURE X: 794635.12 PROPERTY LINE 2+ Y: 475040.29 -.p M4 Y PROP. DETENTION BASIN X: 794656.77 '� �' PROP. RETAINING FO—m Y1474877.50WALL FO iF0—' - FO v a ;ry � t _ m; - - - -EXISTING RAILROAD- - STORM BOX (5- X 5') M-3 EX STORM MH (4' DIA) STORM MH (4' DIA) M-4 STA. 10-48.80, 1.8' L CL STORM MH 4' DIA M-2 RIM=758.36' ( ) OUTLET STRUCTURE 4'X4' M•'1 ( ) STA. 10 CL STA. 10+22.22, 0.0' CL 24"(N)=750.53' STA. 11+64.34, 4.0 LT STA. 11+76.86, 0.0' CL RIM=758.86' RIM=758.97' 24'(SE)=750.53' RIM=757.61' RIM=758.1 VTO 756.70' 24'(E)=750.38' 24'(NW)=750.45' 8"(N)=749.16' 4"(N)=750.33' (LOWEST ELEVATION OF GRATE) 24"(V4)=750.38' 24'(S)=750.45' DEPTH=8.61' (18" SUMP) 8"(S)=750.33' 24'(N)=750.92' 24"(N)=750.38' DEPTH=7.77' DEPTH=8.03' (16" SUMP) 24'(S)=750.92' 760 DEPTH=7.73' DEPTH=6.03' (12" SUMP) EX. STORM SEWER MH 760 M-0 759 "`-EX GRADE ._ .-...___. __ ___ . -__.__ - - _. -- _____ _ - .. ....... 759 758 758 M•2 PROP. GRADE 757 ---- - --_. ._ ._.. __ - - ____ ..._..._. _- .__ PROJECTED ONTO BASIN ._ _..._... -. ....._ _ 757 - OUTLET PROFILE 756 756 755 19.5 L.F. 755 24" RCP /^ STO. @ 0.44% 754 ____.__.... - __. - _ - - -. -- 54 f 24"AEW W/ 4 TRASH RACK c4 753 ------ __ _-_ _ _ _.-____ _. _ __ --_.{ 753 752-- - 752 129.3 L.F. 24" RCP STO. @ 0.30 % - - I.E. = 751.0 757 -.____- - .... _.._ -. -_ _. .__. - - _ _ - _.... .__.._ .__ _ _....._. ... 751 ' _. 40 PVC STO. @ 1 OOq 750 'JJ "' - SOLID SCH. 117 O l F 8 EXISTING 24" PIPE / / //- 749 -/- 749 F 2 26.6 L 4" RCP STO. @ 0.30% UNDERDRAIN PROJECTED - 4" SOLID SCH540 PVCL 748 ONTO BASIN OUTLET PROFILE '-- STO. @ 0.00% 9+80 10+00 10+50 11+00 11+50 748 12+00 12+10 BASIN OUTLET PROFILE Vert. Scale: 1"=2' Horz. Scale: 1"=20' �I AL=Com PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOP BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI 54903 920-236-5065 tel www. ci.oshko sh.wi. us CONSULTANT AECOM 2985 SOUTH RIDGE ROAD, SUITE B GREEN BAY, WI 54304 920A68-1978 lei www.aecom.com SUB CONSULTANT REGISTRATION ISSUEIREVISION 0 07/242023 ISSUED FOR BID I/R DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE PLAN & PROFILES SHEET NUMBER C-8 10 OF 14 CONSTRUCTION LIMITS (TYP.) F o D :O r m 'D < m. i `—'. PRIMARY OUTLET SECONDARY OUTLET C/L RAILROAD .:.BROAD ST. LEGEND TURF GRASS RESTORATION SEED MIXTURE CLASS I URBAN, TYPE A EROSION CONTROL MAT SHORELINE ZONE SEED MIXTURE CLASS 1, TYPE A EROSION CONTROL MAT NO MOW FESCUE SEED MIXTURE CLASS 1 URBAN, TYPE A EROSION CONTROL MAT SIDE SLOPE ZONE SEED MIXTURE CLASS 1, TYPE A EROSION CONTROL MAT AL=com PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOt' BASIN - CONSTRUCTION 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 920A68-1978 tel www.aecom.com SUB CONSULTANT REGISTRATION ISSUE/REVISION 0 07242023 ISSUED FOR BID VR DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE RESTORATION PLAN SHEET NUMBER C-9 11 OF 14 N N E z N ul MODIFIED BELL PIPE) LONGITUDINAL SECTION 1' DIA. ALE Q 1" DIA. �-12" �1� � HOLE 27" -P 24" 4" MI THREADED MIN. 3/4" 9D' f_MIN. 3/4" EYE BOLT TO BE DETERMINED L BY MANUFACTURER 2" MIN. CUT WASHER THREADED HEX NUT K .....-.e MIN. 1• CIA 2" MIN. 10 THREADED D 3/4"MIN. i n (TONGUE & GROOVE PIPE) OPTIONAL CUT HEX NUT i GAP WASHER NOTES: EYE BOLT AND TIE ROD EYE BOLT i 1) SEE CITY STANDARD SPECIFICATIONS FOR UNLESS OTHERWISE STATED IN THE CONTRACT, THE MATERIALS, LOCATION OF JOINT TIES FOR CIRCULAR AND FABRICATIONS AND WORK NECESSARY TO TIE REINFORCED BOX PIPE. CONCRETE PIPE WILL BE CONSIDERED INCIDENTAL TO OTHER ITEMS OF WORK. 2) TWO EYE BOLTS MAY BE USED WITH A 30° LONG THREADED ROD IN LIEU OF THE 90' Q rLOF TONGUE AND GROOVE OR BELL AND SPIGOT JOINTS. = BENT TIE ROD. O3 HOLES SHALL BE CAST -IN -PLACE OR DRILLED 12" FROM C OF TONGUE AND GROOVE z 3) INSTALL JOINT TIES ON EDNWALL AND ® BOLT PROJECTION INSIDE OF PIPE SHALL NOT EXCEED 2% FIRST FIVE UPSTREAM PIP SECTIONS. a Y Y = JOINT TIES DETAIL / 3 1 NOT TO SCALE 760 760 TOP OF WALL I 759j j EX. GROUND 759 i 757 43"X88° PIPE --- .. _________ 757 ADD (4) #5 @ 4" O.C., E.F. ADD (4) #5 @ 4" O.C., E.F. 756 - - ADD (2) #5 4° O.C., E.F. 756 I .--_ 755 .._.__._..._ ___.__ BASIN ELEVATION _ --__. _ _ _ ..._....__ ._.._ __�___ .— _._ _ _ _ � . _._...__ 755 AT WALL ADD (2) #6 x 4'-0' (dj 4' O.C., E.F., TYP. 754 ---- ____rr 754 753 -_____._st.___—___._____..__—_._.___.._..___-_-- _ _I- _ ._.__._..___ ___ ;._—____. _-. 753 TOP OF WALL FOOTING I 752 752 i 751 ADD (2) #5 @ 4" O.C., E.F._. 751 750 d 750 749 - 749 BOTTOM OF 748 -- WALL FOOTING 748 740 20 0+3o 0-40 0+4547 d L 2 Feo ADDITIONAL WALL REINFORCEMENT AT PIPE PENETRATION t SCALE: 1"=2' 3 u PIPE INSIDE OF STRUCTURE _ TROWELLED ON 5 BENTONITE WATERPROOFING 12' BONDED SOLID MASONRY BULKHEAD(SONDED HORIZONTALLY AND ACROSS THICKNESS) —TIGHTLY PACKED MORTAR BETWEEN MASONRY AND INSIDE OF CONNECTING SEWERALLAROUND CONTACT SURFACE ALL e\V--L AROUND PIPE BULKHEAD DETAIL �4 NOT TO SCALE EXISTING GRADE 12" DIA. X72' HEIGF WELL PROTECTOR GRAVITY SEWER — PLUG AT END OFLINE - 4' REMOVABLE THREADED FFPLUG \"" 4" SCH. 40 PVC FLOW PVC WYE PVC CLEANOUT DETAIL 5 NOT TO SCALE 7 a i nv �- TO ANGLE @ 1'-6" O.C. (3 MIN PER ANGLE) GRATING SUPPORT DETAIL NOT TO SCALE V. STEL GRATING (MIN. 250 PSF CAPACITY) P GALV. STEEL ANGLE (LLH, TYP) A=COM PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOI` BASIN - CONSTRUCTION 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, WI54304 920-468-1978 tel www.aec-om.com SUB CONSULTANT REGISTRATION ISSUEIREVISION 0 07242023 ISSUEDFORSID URI DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S-2 13 OF 14 M N a E z d d L N I 0 9 a 0 GENERAL STRUCTURAL NOTES GENERAL 1. THE GENERAL STRUCTURAL NOTES AND STANDARD STRUCTURAL DETAILS APPLY TO THE ENTIRE PROJECT UNLESS SPECIFICALLY STATED OTHERWISE. DESIGN CRITERIA 1. DESIGNED ACCORDING TO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LRFD BRIDGE DESIGN SPECIFICATION, STH ED., 2017 AND ACI 318-14. 2. STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CITY OF OSHKOSH, WI, LATEST EDITION AND THE WISCONSIN COMMERCIAL BUILDING CODE, LATEST EDITION. FOUNDATIONS 1. ASSUMED ALLOWABLE SOIL BEARING CAPACITY 3000 PSF 2. PLACE FOOTINGS ON NATURAL UNDISTURBED EARTH OR STRUCTURAL FILL. 3. PLACE FILL SIMULTANEOUSLY ON BOTH SIDES OF FREE-STANDING STRUCTURES. 4. PLACE FILL AGAINST FOUNDATION WALLS ENCLOSING INTERIOR SPACES ONLY AFTER CONSTRUCTION SUCH AS CROSS WALLS, BEAMS, AND SLABS ARE IN PLACE TO BRACE WALL AND SUCH CONSTRUCTION HAS REACHED ITS DESIGN STRENGTH. 5. TO MINIMIZE LATERAL FORCES AGAINST THE STRUCTURE DUE TO WEDGING ACTION OF THE SOIL, BEGIN COMPACTION OF EACH LAYER AT THE STRUCTURE WALL. CONCRETE 1. REINFORCING STEEL: A. DEFORMED BARS ASTM A615-GRADE 60 2. UNLESS OTHERWISE SHOWN PROVIDE COVER FOR REINFORCEMENT AS FOLLOWS: A. CAST AGAINST: i.EARTH 3INCHES B. EXPOSED TO EARTH, WEATHER OR WATER: 1. SLABS 2 INCHES 2. WALLS 2INCHES 3. BASE SLAB: A. FORMED SURFACES 2INCHES 3. PLACE DOWELS BEFORE PLACING CONCRETE. 4. DO NOT WELD OR FIELD BEND REINFORCING BARS, EXCEPT AS APPROVED BY ENGINEER. 5. CONCRETE: A. CONCRETE BENCHES AND WHERE NOTED: CLASS B Fc=3000 PSI B. ALL LOCATIONS EXCEPT WHERE CLASS B IS SPECIFIED: CLASSA F'c=4500 PSI 6. PROVIDE WATERSTOP IN CONSTRUCTION JOINTS IN LOCATIONS SHOWN ON THE DRAWINGS. 7. UNLESS OTHERWISE NOTED, CONSTRUCTION JOINTS SHOWN ARE OPTIONAL. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED BY ENGINEER. 8. BEFORE CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED AND SURFACE WETTED. STANDING WATER SHALL BE REMOVED. 9. CONSTRUCTION JOINTS SHALL HAVE ROUGHENED SURFACES WITH AN AMPLITUDE OF 1/4" MIN. 10. INSTALL EXPANSION JOINTS AT DESIGNATED LOCATIONS OF WALL STEM AND AS DETAILED ON DRAWINGS. 11. CHAMFER EXPOSED EDGES OF CONCRETE 3/4" UNLESS OTHERWISE NOTED. 12. HYDROPHILIC WATERSTOP SHALL BE HYDROTITE CJ-1020-2K BY GREENSTREAK, INC. OR ULTRASEAL MC-2010M BY ADEKA ULTRA SEAL, METALS 1. STRUCTURAL STEEL SHAPES: A. W SHAPES ASTM A992, 50 KSI BASHAPES SHAPES ASTM A36 C. PLATES, GRATING AND BARS ASTM A36 D. STAINLESS STEEL 2. CONNECTION BOLTS FOR STEEL MEMBERS ASTM A325 3. WELD STRUCTURAL STEEL WITH E70 ELECTRODES IN ACCORDANCE WITH A.W.S. REQUIREMENTS. MISCELLANEOUS 1. VERIFY PERTINENT EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND/OR FABRICATION. ROUGHENED SURFACE -ER ON EXPOSED WALLS ONLY CONSTRUCTION JOINT DETAIL NOT TO SCALE BAR MINIMUM REINFORCEMENT ePLAIN SPLICE AND ANCHORAGE LENGTH (INCHES) BAR BAR LAPPED SPLICE DEVELOPMENT STANDARD COMPRESSION SIZE SIZE LENGTH LENGTH HOOK LAP LENGTH US SIZE METRIC DEVELOPMENT TOPBARS OTHERS TOP BARS OTHERS mm LENGTH 3 10 25 19 19 15 6 12 4 13 33 25 25 19 7 15 5 16 41 31 31 24 9 19 6 19 49 37 37 29 11 23 7 22 71 54 54 42 12 27 8 25 81 62 62 48 14 30 NOTES: 1. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 2. FOR BARS SPACED LESS THAN 6 BAR DIAMETERS OC INCREASE LENGTH BY 25q . 3. WHEN LAPPING TWO DIFFERENT SIZE BARS USE THE LAP LENGTH OF THE SMALLER BAR UNLESS NOTED OTHERWISE. 4. DEVELOPMENT LENGTH IS MINIMUM LENGTH OF EMBEDMENT FOR STRAIGHT DOWELS WHERE END HOOK IS NOT SHOWN, UNLESS OTHERWISE NOTED. 5. COMPRESSION LAP LENGTH FOR VERTICAL COLUMN BARS ONLY. 6. HOOKS SHALL BE ACI STANDARD UNLESS OTHERWISE NOTED. -0" EF 1-#5 EF (D SEE NOTES OTES RECTANGULAR OPENING CIRCULAR OPENING NOTES: 1. THESE DETAILS APPLY TO ALL OPENINGS LESS THAN 4'-0" IN CONCRETE WALLS AND SLABS WHEN LARGEST OPENING DIMENSION IS GREATER THAN TWO TIMES SECTION THICKNESS OR GREATER THAN REINFORCING SPACING IN THE SECTION, UNLESS OTHERWISE INDICATED IN THE DRAWINGS. 2. THE AREA OF ADDITIONAL REINFORCING REQUIRED IN EACH FACE ON EACH SIDE OF AN OPENING SHALL EQUAL OR EXCEED ONE-HALF OF THE AREA OF THE INTERCEPTED BARS IN EACH FACE, IN EACH DIRECTION, RESPECTIVELY WITH A MINIMUM OF 145 BAR EACH FACE. 3. PLACE THE ADDED BARS IN THE SAME LAYERS AS THE WALL OR SLAB REINFORCING. 4. WALL REINFORCEMENT FIELD CUT 2" CLEAR AROUND OPENING (TYP.) 5.LD=EMBEDMENT LENGTH. SEE e 2° o T I STONE FORMLINER (TYP.) SEE SHEET C-5 BPgWN ORP00' "" 2" 2 EXTEND A MIN.,'-0" BELOW GRADE SECTION T/WALL ELEV. HEEL WIDTH 1. A (SOUTH) VARIES 758.0 TO 759.0 VARIES 759.0 B TO 760.0 3'•0" C (NORTH) 760.0 2'-0" 1 T/FOOTING EL. 751.0 1 2"CLR. (12) #4 CONT. 3" CLR. TL 1 .... 3" MUD MAT PROVIDE 4"Wxt"H KEYWAY AT CENTER OF WALL, FULL LENGTH PROPOSED -SURFACE GRADE -TOPSOIL -GEOTEXTILE FABRIC _FREE DRAINING GRANULAR MATERIAL WALL STEM 6" PERFORATED PVC #5 012" O.C. EA. FACE, -CONT (2'-7" LAP AT ENDS) #5 @12" O.C. W/90' BEND @ BOTT (SEE NOTE 2) SEE TABLE? NOTES: 1. CONCRETE USED FOR CONSTRUCTION OF THE RETAINING WALL SHALL BE CLASS A (F'c = 4,500 PSI). 2. ALL HORIZONTAL AND VERTICAL REINFORCING STEEL BARS ARE TO BE CONTINUOUS, EXCEPT AT LOCATIONS OF DESIGNATED VERTICAL EXPANSION JOINTS, 3. VERTICAL BARS WITH 90" BEND IN POSITION WITH 2" CLEAR COVER DURING CONCRETE PLACEMENT. 4. SECURE VERTICAL BARS IN POSITION WITH 2" CLEAR COVER DURING CONCRETE PLACEMENT. 5. PROVIDE TWO 1.5" WIDE EXPANSION JOINTS IN THE RETAINING WALL STEM ON THE EAST AND WEST SIDES OF THE BASIN. SPACE THE JOINTS AT 205 FT. FROM THE BASIN CORNERS.. 6. FORMLINER PATTERN: FIELDSTONE BY KARLSON FORMING SPECIALTIES INC. OR APPROVED EQUAL. COLOR TO PROVIDE NATURAL STONE LOOK. ," DOWEL (2'•0' LONG) @ 24" CTS. !I(•"--1'-0" EA. SIDE RETAINING WALL TYPICAL SECTION 11__ NTS SOIL ADDITIONAL REINFORCEMENT AT OPENINGS IN WALLS AND SLABS �y NOT TO SCALE WALL STEM EXPANSION JOINT I2 NOT TO SCALE SIZE AND SPACING OF CORNER REINF TO MATCH MAIN HORIZ REINF SIZE AND SPACING OF REINF TO MATCH MAIN HORIZ REINF 90°CORNER-2 LAYERS T-INTERSECTION-2 LAYERS NOTES: ,. DETAIL APPLIES UNLESS NOTED OTHERWISE HORIZONTAL REINFORCEMENT DETAIL 10 NOT TO SCALE w 0z m Z 5 0 1 CAP S _ CLOSED CELL BACKER PREFORMED JOINT FILLER ROD (1 �0) EXPANSION JOINT DETAIL 13 NOT TO SCALE FILTER FABRIC FASTENED TO BACK OF WALL",,,2'-7" LAP-{ 6" PVC DUMBELL WATERSTOP W/CENTER BULB (FULL HEIGHT) 9� STONE PATTERN CONC RUBBEDFER FORMLINER 8" 3/4"CHAMFER NOTES: 1. SPACE JOINTS AT 40'-0" MAXIMUM. 2. HORIZONTAL REINFORCING TO REMAIN CONTINUOUS AT JOINTS. RETAINING WALL CONSTRUCTION JOINT DETAIL 14__ NOT TO SCALE A=mcom PROJECT CITY CONTRACT 23-17 EAST PARKWAY AVENUE WATERSHED DETENTIOI` BASIN - CONSTRUCTION CLIENT CITY OF OSHKOSH 215 CHURCH AVENUE OSHKOSH, WI54903 920-236-5065 tel www.ci.oshkosh.vA.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 0 07/242023 ISSUED FOR BID YR DATE DESCRIPTION PROJECT NUMBER 60548904 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S-3 14 OF 14