WATERCOURSE KINNICKINNIC RIVER CONCRETE LINING REPAIR

Transcription

1 Contract Documents Milwaukee Metropolitan Sewerage District KIICKIIC RIVER COCRETE LIIG REPAIR Contract Plans For information regarding this project call: Patrick Elliott, Project Manager: (44) Bid - May 200 BID AD COSTRUCTIO AWIG SET MMSD FILE O DG

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3 ABBREVIATIOS ABBREVIATIOS AT ABD ABADOED ADDL ADDITIOAL AGGR AGGREGATE AHD AHEAD AL ALUMIUM ALT ALTERATE APPROX APPROXIMATE APPROVED ASPH ASPHALT ASTM THE AMERICA SOCIETY OF TESTIG AD MATERIALS AVE AVEUE G GAS REIF REIFORCIG GA GAUGE RCB REIFORCED COCRETE BOX GCB GRADE COTROL BASE RCP REIFORCED COCRETE PIPE GD GROUD REPL REPLACE GR GRADE REQD REQUIRED HORIZ HORIZOTAL R/L REFERECE LIE HP HIGH POIT RMV REMOVE HYD HYAT ROW., R/W RIGHT OF WAY ID ISIDE DIAMETER RPP REIFORCED POLYPROPYLEE IF ISIDE FACE S SOUTH, SLOPE IVT IVERT SA SAITARY SEWER JT JOIT SB# SOIL BORIG LB POUD SE SOUTHEAST B BORIG LBS POUDS SECT SECTIO BHD BULKHEAD LF LIEAL FEET SHT SHEET BK BACK LFC LOW FLOW CHAEL SI SLOPE ITERCEPT BLDG BUILDIG LOG. JT LOGITUDIAL JOIT SIM SIMILAR BM BECHMARK L JT LOGITUDIAL JOIT SPG SPACIG BOT BOTTOM LT LEFT SPEC SPECIFICATIOS BTW BETWEE MATL MATERIAL SQ SQUARE C COSTRUCTIO, CODUIT MAX MAXIMUM ST STREET CB CATCH BASI MH MAHOLE STA STATIO C-C CETER TO CETER MI MIIMUM STD STADARD C J COSTRUCTIO JOIT MIS METROPOLITA STK STAKE C/L CETERLIE ITERCEPTIG SEWER SS STORM SEWER CLR CLEAR MISC MISCELLAEOUS SPECIAL SECTIO CMP CORRUGATED METAL PIPE MMSD MILWAUKEE METROPOLITA SW SOUTHWEST COC COCRETE SEWERAGE DISTRICT T TOWSHIP CO COECTIO ORTH, ORTHIG T&B TOP AD BOTTOM COT COTIUOUS E ORTHEAST TC TELEPHOE CABLE COST COSTRUCT, COSTRUCTIO C OT I COFLICT TOC TOP OF CHAEL C TO C CETER TO CETER IC OT I COTRACT TOR TOP OF REVETMET CTR CETER O. UMBER TOS TOP OF SLOPE DET OT TO SCALE TOPO TOPOGRAPHIC DIA DIAMETER W ORTHWEST TYP TYPICAL DIM DIMESIO OC O CETER VC VITRIFIED CLAY ADDITIOAL PROJECT ABBREVIATIOS AEW APRO ED WALL B/L BASELIE CL CLASS ELEC UDERGROUD ELECTRICAL UTILITIES EOR ED OF RADIUS FES FABRIC ECAPSULATED SOIL.I.C. OT I COTRACT P/E PERMAET EASEMET PI POIT OF ITERSECT P/L PROPERTY LIE POB POIT OF BEGIIG POE POIT OF EDIG PO47 POOL UMBER R/L REFERECE LIE R/W RIGHT OF WAY SA SAITARY SEWER SB SOIL BORIG SI SLOPE ITERCEPT SSPRC STORM SEWER PIPE REIFORCED COCRETE STO STORM SEWER TOC TOP OF CHAEL TOS TOE OF SLOPE RCB REHABILITATED CHAEL BASELIE SECTIO SECTIO (LETTER) OR (UMERAL) DESIGATIO SECTIO AD TITLES AWIG UMBER (REPLACED WITH A LIE IF TAKE AD SHOW O SAME SHEET) B /4" = -0" 56-C- /4" = -0" SECTIO AD DESIGATIO A 56-C- O AWIG WHERE SECTIO OR IS TAKE: AWIG UMBER WHERE SHOW O AWIG WHERE SECTIO OR IS SHOW: AWIG UMBER(S) WHERE TAKE PROJECT DESIGATIO 3 O AWIG WHERE IS TAKE TYPE CIVIL ARCHITECTURAL STRUCTURAL MECHAICAL HVAC I & C ELECTRICAL PROJECT DESIGATIO SYMBOLS DESIGATIO UMBERS THRU THRU THRU THRU THRU THRU THRU O AWIG WHERE IS SHOW 56-C- DIP DUCTILE IRO PIPE OD OUTSIDE DIAMETER VERT VERTICAL AI AIAGE OF OUTSIDE FACE VRM VEGETATED REVETMET L DESIG REFERECE LIE OPG OPEIG MATTRESS DSG DESIGER OVHD ELEC OVERHEAD ELECTRIC UTILITIES W WEST DWG AWIG PC POIT OF CURVATURE W WATER E EASTIG, EAST PI POIT OF ITERSECTIO WS WATER SURFACE EA EACH POB POIT OF BEGIIG W/ WITH EF EACH FACE POE POIT OF EDIG WEPCO WISCOSI ELECTRIC EG EXISTIG GRADE PP POWER POLE POWER COMPAY EL, ELEV ELEVATIO PRC POIT OF REVERSE WISDOT WISCOSI DEPARTMET OF EQL EQUAL CURVATURE TRASPORTATIO EXP JT EXPASIO JOIT PROP PROPOSED WP WORKIG POIT EXST EXISTIG PSI POUD PER SQUARE ICH WS WATER SURFACE EW EACH WAY PT POIT OF TAGECY WWF WELDED WIRE FABRIC FACIL FACILITY PVI POIT OF VERTICAL FCC FLOOD COVEYACE CHAEL ITERSECTIO GEERAL OTES: FES FIG FL FABRIC ECAPSULATED SOIL FIGURE FLOW LIE PVMT PZ R PAVEMET PIEZOMETER RAGE. SEE PIPE IDETIFICATIO LEGED AWIG FOR PIPIG CALL OUTS. 2. THIS IS A STADARD LEGED SHEET. SOME SYMBOLS OR ABBREVIATIOS MAY APPEAR O THIS SHEET AD OT BE USED O THE PLAS. FRP FIBERGLASS REIFORCED PIPE RR RAILROAD FSS FLOOD CHAEL SIDE SLOPES RT RIGHT FT FOOT, FEET BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT T.SEAR G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR GEERAL ABBREVIATIOS AD SECTIO AD DESIGATIOS AWIG O.: COTRACT: G-3 3 MAY, DG

4 SYMBOLS PIPE IDETIFICATIO SURVEY A RESURFACIG TYPE OR SURFACE RESTORATIO TYPE EW 2040 SECTIO LIE AD CORER W/UMBER D BACKFILL CLASSIFICATIO EXISTIG () (E) STATE PLAE COORDIATE GRID, SOUTH ZOE CLASS, SIZE & SLOPE OF PIPE (8" PIPE AT FT/PER FT) 24" MIS 8" SA MIS (METROPOLITA ITERCEPTIG SEWER) SAITARY SEWER SECTIO LIE /4 SECTIO LIE 3-0" TRECH WIDTH RESTRICTIO 6" PS PRESSURE SEWER STREET RIGHT OF WAY LIE 8" STO STORM SEWER CURB LIE F III COCRETE PIPE ASTM C-76, CLASS III, IV, V AS OTED PIPE ZOE 39" SS MIS 0" CMB 2" CSO SPECIAL SECTIO MIS SEWER COMBIED SEWER COMBIED SEWER OUTFALL LOT LIE DESIG REFERECE LIE EASEME, RESERVATIOS, SERVICE ROADS 8" W WATER PIPELIE WITH FIRE HYAT AD VALVE WITH BOX 2" G GAS PIPELIE SECTIO OR /4 SECTIO CORER WORKIG POIT GAS VALVE OR WATER VALVE WITH BOX 2" P OIL PIPELIE CETERLIE C L TS TRAFFIC SIGAL AD POLE E ELECTRICAL BECH MARK LOCATIO F & P FIRE AD POLICE BOX 2" W WATER TRAVERSE POIT LP LUMIAIRE AD POLE 2" IRR IRRIGATIO PIPELIE SB-### BORIG LOCATIO AD UMBER UTILITY POLE W/DIRECTIO OF CABLE MMSD-C MMSD CODUIT HCP HORIZOTAL COTROL POIT 2" CMP & GUY ACHOR CULVERT (SIZE AD TYPE IDICATED) TC PC TELEPHOE CABLE POWER CABLE POIT OF CURVATURE (PC), TAGECY (PT), OR ITERSECTIO (PI) O SURVEY REFERECE LIE TYPICAL PROPOSED AIAGE STRUCTURE FO FIBER OPTIC CABLE C304 TYPICAL CURVE LAYOUT 26" DECIDUOUS TREE AD SIZE LC LIGHTIG CABLE PC PT SEE DWG O. G-7 FOR COORDIATE GEOMETRY REFERECE LIE SHOW 2" COIFEROUS TREE AD SIZE TSC TRAFFIC SIGAL CABLE PI B BUSH F&P FIRE AD POLICE CABLE SURVEYED RIVER CETERLIE AD POI 20" STUMP STUMP AD SIZE EXISTIG MAHOLE SIG POST SURFACE RESTORATIO TYPE RIP-RAP 8" SA 8"BULKHEAD EW MAHOLE BULKHEAD ABADO UDER THIS COTRACT ABADOED UTILITIES AD/OR STRUCTURES MAHOLE DESIGATIO MH O.2 COORDIATES () 393,400 (E) 2,535,500 GRAVITY SEWER WITH MAHOLE (SIGLE LIE) SAKE FECE LIE FECE LIE 8" SS 48" SS STORM SEWER WITH CATCH BASI AD MAHOLE GRAVITY SEWER WITH MAHOLE (DOUBLE LIE) RAILROAD DITCH SHOWIG DIRECTIO OF FLOW BOUDARY/EASEME CREEK OR RIVER SHOWIG CITY LIMITS LIE DIRECTIO OF FLOW PARK BOUDARY LIE ATIVE SOIL 20 PERMAET EASEMET WIDTH OF PERMAET EASEMET POOL 30 TEMPORARY EASEMET P/E T/E WIDTH OF TEMPORARY EASEMET PERMAET EASEMET TEMPORARY EASEMET BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT T.SEAR G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR GEERAL LEGED AWIG O.: COTRACT: G-4 4 MAY, DG

5 ST. LUKE S MEDICAL CETER PARKIG STRUCTURE USGS FLOW GAUGE DO OT DISTURB DOW STREAM PLA - AREA A DOW STREAM GEERAL OTES: 3. PERFORM COSTRUCTIO ACCORDIG TO SPECIFICATIOS - SEQUECE OF OPERATIOS. AY DEVIATIO FROM THE SPECIFIED SEQUECE OF OPERATIO SHALL BE APPROVED BY THE EGIEER PRIOR TO THE START OF COSTRUCTIO. 2. EGIEER TO FIELD MARK LIMITS OF COCRETE TO BE REMOVED AD REPLACED. 3. ALL DIMESIOS PROVIDED FOR REMOVAL AD REPLACEMET OF COCRETE ARE APPROXIMATE. 4. COCRETE SHALL BE SAWCUT PRIOR TO REMOVAL. EQUIPMET USED FOR DEMOLITIO SHALL BE OF A APPROPRIATE SIZE TO PREVET DAMAGE TO ADJACET PAELS. 5. FOR TYPICAL COCRETE S, 2 AD 3 O AWIG CD-. 6. EXISTIG ELEVATIOS AD SLOPES SHALL BE MAITAIED FOR ALL REPLACED COCRETE PAELS. 7. VOIDS OTED I AD 2 SHALL BE BACKFILLED WITH GRAULAR FILL OR COCRETE AS DIRECTED BY THE EGIEER. 8. THE USGS FLOW GAUGE SHALL OT BE DISTURBED I AY WAY. BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR PLA AREA A AWIG O.: COTRACT: P- 5 MAY, DG

6 WEST DAKOTA STREET WEST DAKOTA STREET DOW STREAM DOW STREAM PLA - AREA B GEERAL OTES:. PERFORM COSTRUCTIO ACCORDIG TO SPECIFICATIOS - SEQUECE OF OPERATIOS. AY DEVIATIO FROM THE SPECIFIED SEQUECE OF OPERATIO SHALL BE APPROVED BY THE EGIEER PRIOR TO THE START OF COSTRUCTIO. 2. EGIEER TO FIELD MARK LIMITS OF COCRETE TO BE REMOVED AD REPLACED. 3. ALL DIMESIOS PROVIDED FOR REMOVAL AD REPLACEMET OF COCRETE ARE APPROXIMATE. 4. COCRETE SHALL BE SAWCUT PRIOR TO REMOVAL. EQUIPMET USED FOR DEMOLITIO SHALL BE OF A APPROPRIATE SIZE TO PREVET DAMAGE TO ADJACET PAELS. 5. FOR TYPICAL COCRETE S, 2 AD 3 O AWIG CD-. 6. EXISTIG ELEVATIOS AD SLOPES SHALL BE MAITAIED FOR ALL REPLACED COCRETE PAELS AD WALLS. 7. COTRACTOR TO SUPPORT EXISTIG SLOPED COCRETE AGAIST SIDESLOPE FAILURE WHERE TOE OF SLOPE CUTS AD REMOVALS ARE MADE. 8. ISTALL GRAULAR BACKFILL AT SUBGRADE LOCATIOS WHERE DIRECTED BY THE EGIEER UDER COCRETE REPLACEMET AREAS. 9. SAWCUT COCRETE SLOPE AD REMOVE APRO ED WALL. ISTALL EW 48-ICH ALUMIUM APRO ED WALL. REPLACE COCRETE AROUD APRO EDWALL AD MATCH EXISTIG. 0. REMOVAL OF TREES TO BE APPROVED BY THE EGIEER. BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR PLA AREA B AWIG O.: COTRACT: P-2 6 MAY, DG

7 SOUTH 29TH STREET SOUTH 29TH STREET DOW STREAM DO W STREAM PLA - AREA C PLA - AREA D GEERAL OTES:. PERFORM COSTRUCTIO ACCORDIG TO SPECIFICATIOS - SEQUECE OF OPERATIOS. AY DEVIATIO FROM THE SPECIFIED SEQUECE OF OPERATIO SHALL BE APPROVED BY THE EGIEER PRIOR TO THE START OF COSTRUCTIO. 2. EGIEER TO FIELD MARK LIMITS OF COCRETE TO BE REMOVED AD REPLACED. 3. ALL DIMESIOS PROVIDED FOR REMOVAL AD REPLACEMET OF COCRETE ARE APPROXIMATE. 4. COCRETE SHALL BE SAWCUT PRIOR TO REMOVAL. EQUIPMET USED FOR DEMOLITIO SHALL BE OF A APPROPRIATE SIZE TO PREVET DAMAGE TO ADJACET PAELS. 5. FOR TYPICAL COCRETE S, 2 AD 3 O AWIG CD-. 6. EXISTIG ELEVATIOS AD SLOPES SHALL BE MAITAIED FOR ALL REPLACED COCRETE PAELS AD WALLS. 7. PRESSURE GROUTIG REQUIRED I LOCATIO SHOW I. 8. ISTALL GRAULAR BACKFILL AT SUBGRADE LOCATIOS WHERE DIRECTED BY THE EGIEER UDER COCRETE REPLACEMET AREAS. 9. EXPASIO JOIT IS REQUIRED AT THE ITERFACE WITH THE BRIDGE COLUMS. BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR PLA AREA C & D AWIG O.: COTRACT: P-3 7 MAY, DG

8 KIICKIIC RIVER PARKWAY DOW STREAM PLA - AREA E GEERAL OTES:. PERFORM COSTRUCTIO ACCORDIG TO SPECIFICATIOS - SEQUECE OF OPERATIOS. AY DEVIATIO FROM THE SPECIFIED SEQUECE OF OPERATIO SHALL BE APPROVED BY THE EGIEER PRIOR TO THE START OF COSTRUCTIO. 2. EGIEER TO FIELD MARK LIMITS OF COCRETE TO BE REMOVED AD REPLACED. 3. ALL DIMESIOS PROVIDED FOR REMOVAL AD REPLACEMET OF COCRETE ARE APPROXIMATE. 4. COCRETE SHALL BE SAWCUT PRIOR TO REMOVAL. EQUIPMET USED FOR DEMOLITIO SHALL BE OF A APPROPRIATE SIZE TO PREVET DAMAGE TO ADJACET PAELS. 5. FOR TYPICAL COCRETE S, 2 AD 3 O AWIG CD-. 6. EXISTIG ELEVATIOS AD SLOPES SHALL BE MAITAIED FOR ALL REPLACED COCRETE PAELS AD WALLS. 7. EXISTIG APRO EDWALL I TO REMAI. 8. ISTALL GRAULAR BACKFILL AT SUBGRADE LOCATIOS WHERE DIRECTED BY THE EGIEER UDER COCRETE REPLACEMET AREAS. 9. DEPRESSED CHAEL SHOW I TO BE REMOVED. POUR EW SLAB LEVEL AD COTIUOUS. BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR PLA AREA E AWIG O.: COTRACT: P-4 8 MAY, DG

9 SOUTH 27TH STREET SOUTH 27TH STREET DOW STREAM DOW STREAM PLA - AREA G PLA - AREA F GEERAL OTES:. PERFORM COSTRUCTIO ACCORDIG TO SPECIFICATIOS - SEQUECE OF OPERATIOS. AY DEVIATIO FROM THE SPECIFIED SEQUECE OF OPERATIO SHALL BE APPROVED BY THE EGIEER PRIOR TO THE START OF COSTRUCTIO. 2. EGIEER TO FIELD MARK LIMITS OF COCRETE TO BE REMOVED AD REPLACED. 3. ALL DIMESIOS PROVIDED FOR REMOVAL AD REPLACEMET OF COCRETE ARE APPROXIMATE. 4. COCRETE SHALL BE SAWCUT PRIOR TO REMOVAL. EQUIPMET USED FOR DEMOLITIO SHALL BE OF A APPROPRIATE SIZE TO PREVET DAMAGE TO ADJACET PAELS. 5. FOR TYPICAL COCRETE S, 2 AD 3 O AWIG CD-. 6. EXISTIG ELEVATIOS AD SLOPES SHALL BE MAITAIED FOR ALL REPLACED COCRETE PAELS AD WALLS. 7. EGIEER TO FIELD MARK PRESSURE GROUTIG LOCATIOS. 8. ISTALL GRAULAR BACKFILL AT SUBGRADE LOCATIOS WHERE DIRECTED BY THE EGIEER UDER COCRETE REPLACEMET AREAS. 9. EXPASIO JOIT IS REQUIRED AT THE ITERFACE WITH THE BRIDGE COLUMS. BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR PLA AREA F AD G AWIG O.: COTRACT: P-5 9 MAY, DG

10 SAWCUT OR TOOLED JOIT (MI. /4 OF SLAB DEPTH) 8" 9" 9" 2" #6 x 8" (TYP.) 8" FOLLOW EXISTIG JOIT PLA 2" PLACE OE COTRACTIO JOIT BETWEE EACH COSTRUCTIO JOIT OR AS DIRECTED BY EGIEER. COSTRUCTIO JOIT AD COCRETE CROSS SECTIO COTRACTIO JOIT 2 SAWCUT AD ROUGHE SURFACE #6 X 8" AT 8" (TYP) ILL AD EPOXY ACHOR 2" 8" EXISTIG COCRETE 9" 9" EW COCRETE TIE TO EXISTIG COCRETE PAEL 3 BID AD COSTRUCTIO AWIG THIS DOCUMET AD THE IDEAS AD DESIGS ICORPORATED HEREI IS A ISTRUMET OF PROFESSIOAL SERVICE AD IS OT TO BE USED, I WHOLE OR I PART, FOR AY OTHER PROJECT WITHOUT THE WRITTE AUTHORIZATIO OF THE MILWAUKEE METROPOLITA SEWERAGE DISTRICT. BAR IS OE ICH O ORIGIAL AWIG 0" " IF OT OE ICH O SCALES ACCORDIGLY. DSG M. WEDT G.HOTTIGER SHORT ELLIOTT HEICKSO IC. REV. O. DATE REVISIO DESCRIPTIO BY MILWAUKEE METROPOLITA SEWERAGE DISTRICT KIICKIIC RIVER COCRETE LIIG REPAIR COSTRUCTIO S AWIG O.: COTRACT: C- 0 MAY, DG