D07-CR FY 19(A) PID

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1 D7-CR FY 9(A) PID ODOT proposes to replace or modify four existing culvert systems located in Champaign, Darke, and Mercer Counties. The project is necessary to address the deteriorated conditions of the culverts. With the exception of the CHP-68- location (where traffic will be maintained), the proposed construction will require the detour of traffic for up to days at each location. Signed detours will be provided. With the exception of the MER-9-79 location, all work is expected to occur within the existing public rights-of-way. The project is funded with federal and state System Preservation funds. Environmental clearance is scheduled for //7. The project is expected to award in January 9. CHP-68-, CF 89 Under the proposed project, the existing x concrete box culvert will be rehabilitated, with the pipe extended at the inlet and the headwall replaced. The roadside ditch will be reshaped at the inlet. The existing culvert was installed in c.99 and is in poor condition. Within the census blockgroups that include the project culvert, minorities represent to % of the population; individuals in poverty represent % to % of the population. The surrounding area is agricultural. The area was survey in 997, during investigations for the proposed Urbana Bypass. Scattered open site non-aboriginal finds have been documented in the area. earby farmsteads for which Ohio Historic Inventory Forms have been completed. In the vicinity of this culvert, there are no ational Historic Landmarks or sites listed or known eligible for the ational Register of Historic Places. There are no waterways, wetlands, or trees within the project construction limits at this location. This location is not within a designated special flood hazard area. DAR--, CF 877 Under the project, this existing 6 x concrete box will be replaced. Rock channel protection will be provided at the outlet. Roadside slopes at the inlet and outlet will be regraded. The existing culvert was installed prior to 98 and extended in 98. The culvert is in poor condition. The project is located in an area where minority represent % of the population and individuals in poverty represent % of the population. The surrounding area is agricultural. In the vicinity of this culvert, there are no ational Historic Landmarks, sites listed or known

2 eligible for the ational Register of Historic Places, or sites for which Ohio Historic/Archaeological Inventory forms have been completed. This culvert carries an unnamed tributary of Kraut Creek. This intermittent stream has a drainage area of approximately.9 square miles at the culvert location. Small instream/bank wetlands are present at the inlet and outlet. o suitable wooded habitat is present at this location. The culvert is not located within a designated special flood hazard area. DAR--89, CF 877 Under the proposed project, the existing x concrete box culvert will be rehabilitated. The headwalls and wingwalls will be replaced. Rock channel protection and other erosion control will be provided at the inlet and outlet. The existing culvert was installed in c.9 and is in poor condition. The project is located in an area where minority represent % of the population and individuals in poverty represent 8% of the population. The surrounding area is agricultural. In the vicinity of this culvert, there are no ational Historic Landmarks, sites listed or known eligible for the ational Register of Historic Places, or sites for which Ohio Historic/Archaeological Inventory forms have been completed. This culvert carries an unnamed tributary of Greenville Creek. This intermittent stream has a drainage area of approximately. square miles at the culvert location. Small instream/bank wetlands are present at the inlet and outlet. o suitable wooded habitat is present at this location. The culvert is not located within a designated special flood hazard area. MER-9-79, CF 8 Under the proposed project, the existing 7 -diameter corrugated metal pipe will be replaced with a similarly-sized conduit. The existing culvert was installed in c.99 and is in poor condition. At this location, the project is expected to require up to.-acre of temporary right-of-way and up to.-acre of permanent right-of-way. The project is located in an area where minority represent % of the population and individuals in poverty represent % of the population. The surrounding area is agricultural. In the vicinity of this culvert, there are no ational Historic Landmarks, sites listed or known eligible for the ational Register of Historic Places, or sites for which Ohio Historic/Archaeological Inventory forms have been completed. This culvert carries an unnamed tributary of the Wabash River. This intermittent stream has a drainage area of approximately. square miles at the culvert location. Small instream/bank wetlands are present at the inlet and outlet. o suitable wooded habitat is present at this location. The culvert is not located within a designated special flood hazard area.

3 MER-9-79 Detour Required CHP-68- Traffic Maintained DAR-- Detour Required DAR--89 Detour Required D7-CR FY8 PID,,,,, Feet

4 I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_GT.dgn Sheet //7 :: PM ikohli DESIG DESIGATIO VARIOUS LOCATIOS SEE SHEET LOCATIO MAP LATITUDE: 7'9" LOGITUDE: W8 9'" VARIOUS LOCATIOS SEE SHEET DESIG EXCEPTIOS OE UDERGROUD UTILITIES O S PLA PREPARED BY: OHIO DEPARTMET OF TRASPORTATIO DIRICT 7. MARYS AVE. SIDEY, OH EGIEERS SEAL: SIGED: DATE: ATE OF OHIO DEPARTMET OF TRASPORTATIO D7-CR-FY9(A) LIBERTY TOWSHIP GREEVILLE TOWSHIP DARKE COUTY LIBERTY TOWSHIP MERCER COUTY SALEM TOWSHIP CHAMPAIG COUTY IDEX OF SHEETS: TITLE SHEET LOCATIO MAPS AD DESIG DESIGATIOS TYPICAL SECTIOS GEERAL OTES MAITEACE OF TRAFFIC PLA & PROFILE (US ) PLA & PROFILE (SR 9) CROSS SECTIOS (US ) CROSS SECTIOS (SR 9) CULVERT DETAILS DAR--. DAR--.89 MER CHP SUPPLEMETAL ADA CORUCTIO AWIGS SPECIFICATIOS PROJECT DESCRIPTIO REPLACEMET OF CULVERTS (DAR-- AD MER-9-79), REPLACEMET OF CULVERT HEADWALLS AD WIGWALLS (DAR--89), AD THE EXTESIO OF A EXIIG CULVERT (CHP-68-), ICLUDIG ICIDETAL PAVEMET RECORUCTIO, GUARAIL REPLACEMET, AD ROADSIDE GRADIG. PROJECT LEGTH: PROJECT EARTH DIURBED AREA: /A EIMATED COTRACTOR EARTH DIURBED AREA: /A OTICE OF ITET EARTH DIURBED AREA: /A (ROUTIE MAITEACE PROJECT) 6 SPECIFICATIOS THE ADA SPECIFICATIOS OF THE ATE OF OHIO, DEPARTMET OF TRASPORTATIO, ICLUDIG SUPPLEMETAL SPECIFICATIOS LIED I THE PLAS AD CHAGES LIED I THE PROPOSAL SHALL GOVER THIS IMPROVEMET. I HEREBY APPROVE THESE PLAS AD DECLARE THAT THE MAKIG OF THIS IMPROVEMET WILL REQUIRE THE CLOSIG TO TRAFFIC OF THE HIGHWAY EXCEPT AS OTED O SHEET 6, AD THAT DETOURS WILL BE PROVIDED AS IDICATED O THE PLAS. SPECIAL PROVISIOS APPROVED DATE DIRICT DEPUTY DIRECTOR APPROVED DATE DIRECTOR, DEPARTMET OF TRASPORTATIO RAILROAD IVOLVEMET CORUCTIO PROJECT O. PID O. FEDERAL PROJECT O. D7-C R-FY9(A) O E E7(89)

5 6 7 6 ALLEY & DCROSS CHERRY MAI RICHMOD PALEIE 9 SUGAR LY LIBERT Y 8 TRACE L Branch 8 MCCLELLA DWYER AVE OTTIGHAM OXFO DOVER CAMBRI DGE RIVER TILLMA AVE VIRGIIA AVE SURREY L LUDY SEBRIG WARER AVE HICKORY EAWOOD REDWOOD GLEWOOD O AME E MAI LIWOOD IRWI SEBRIG WARER PALM CHILES HOME BRADFOR ORCHA O AME IFTWOOD TIMBERLAW CT DOGWOOD EDUCATIO GREGORY MICHELLE LIVIGO K AVE EAKOLL AOMI WOODBRIARL CAROL L JAYSVILLE SAIT JOHS AUBUR CLOVERLEAFL LAKE 9 AVE WOOD L FEITSHA AVE F DEER IELD AA L 7 BEECHWOOD 7 9 FAIRWAY CT CLUB RIVERSEDGE Ditch 7 ROUTZOG T-7 PERRY MAI C-6 6 LAYER T-6 SHORT ORTH PARK FACTORY CORWI MAI AULD SCLAY MARVI RUTH AVE HIGH BROW MARY AVE Branch TR 7 TR8 7 6 I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_GB.dgn Sheet //7 :: PM ikohli DESIG DESIGATIO CURRET ADT (8) DIRECTIOAL DIRIBUTIO TRUCKS ( HOUR B&C) DESIG SPEED LEGAL SPEED DESIG FUCTIOAL CLASSIFICATIO: HS PROJECT LOCATIO MAP (DAR--) LATITUDE: '6" DESIG YEAR ADT (8) DESIG HOURLY VOLUME (8) LOGITUDE: 8 '" LOCATIO MAP (DAR--.89) LOCATIO MAP (MER-9-79) LATITUDE: '6" LOGITUDE: W8 8'6" LATITUDE: 6'6" LOGITUDE: W8 '7" LATITUDE: '9" LOGITUDE: W8 7'" YEARIO T- LIPPICOTT T- C- OCKSDALE C-7 T-6 HITE C-79 C-7 ROSS T-6 HOUSE T- T-7 ACK T- River orth C- UPPER VALLEY PIKE T-6 C- Macochee W HERR T-8 Fork IGLEY WEAVERS FORT JEFFERSO River GREEVILLE ASHVILLE Glen T-7 Long C-6 CLAPP T-7 PALEIE C- T-6 SMITH PROJECT T-86 LOCATIO Mad Lippincott 9 Tampico Crane's Pond HILLGROVE SOUTHER RIDGE T- HOLLASBURG GODFREY River Indiana & Ohio Central Railroad Indiana RIDGE T- T- T- Kings C-7 Creek Kraut LOCATIO MAP (CHP-68-) T-6 LIBERTY T- SOADER 96 C- C- Creek E KAAGY C-7 SHORT T-9 MCCLAI MEOITE CHURCH T- T-6 FUK T- 68 E HERR T-8 PALEIE UIO CITY Sharpeye C- ashville C- T- Spring T- MEOITECHURCH T- C- KEA-KIGSCREEK Branch Greenville Creek GREEVI LLE ASHVILLE C-7 PALEIE 7 EA Kings T- GAME FARM D GAME FARM T- GAME GAME GAME FARM FARM T- FARM C-7 T- E C-7 Creek LUDLOW SIBLEY T-9 KIGSCREEK EW MADISO COLETOW IGLEY T-6 SALEM BYRKET T- Clark PROJECT LOCATIO Kingscreek MASO C-6 C-6 C-6 KAAGY T- C- Greenville MT TABOR C-8 C- T- West T-6 GREEVILLE PALEIE Baker CRUMRIE KEA C- T- T- T- T- LUDLOW C- GREEVILLE CELIA HILLTOP HIAWATHA CIRCLE C- SEBRIG WARER C- R.J. Corman C-9 CHILES HOME BRADFOR T- C-9 C-7 C-88 FOLKERTH T-9 T- JAYSVILLE SAIT JOHS T- KRUCKEBERG REQUARTH SEBRIG LARIMER T- WEFALL WARER T-88 ATE CULBERTSO T T-6 CAIAL GREEVILLE PROJECT GREEVILLE T-98 Branch WILLIS T-6 T-98 Concord DAR-- DAR--89 MER-9-79 CHP % 8% 6 MIOR ARTERIAL (RURAL) % 8% 6 MIOR ARTERIAL (URBA) O O O YES % 7 Railroad 7 OLDT8 9% 9% 6 MAJOR COLLECTOR (RURAL) MARTIDALE % 6 LOCATIO HARTZELL COUTRY T-8 Poplar AHL T- T- OTHER PRICIPAL Stelvideo Bolton ARTERIAL (RURAL) WILLOWLAKE C-9 ARCAUM BEARS MILL T-6 C- C- SPIDEL T-6 Ditch MILLER LEHMA McQuay UGER T-97 T-7 ERISMA T-6 Poplar Ridge Horatio Run Bears Mill 7 HORATIO EW HARRISO ROUTZOG MCCOOL T-6 T-7 T-69 ew OLTZ T-9 PAULI Harrison T-99 HAH MARTI C-87 T-69 Greenville T-8 AULD OLTZ T-9 C-66 C-9 Little EFF T- Landis BRIDGE DORWI CLAY S BRIDGE JOH ID OHIO ATE LIE T- T- T- OREGO C-8 FRAHM PIKE T-7 KABLE T-6 SKEELS C- MICH T- SCHROEDER T- KOCH T-88 9 TAMA C-96 SCHAADT T-9 FRAHM PIKE C-7 LIBERTY Skeels Crossroads CARMEL CHURCH T- Wabash DOER T- 9 SCHROEDER SCALE I MILES PORTIO TO BE IMPROVED ITERATE HIGHWAY FEDERAL ROUTES ATE ROUTES COUTY & TOWSHIP ROADS OTHER ROADS LI LI T-D T-D T-76 River Wabash TR W ABASH 6 WABASH PROJECT LOCATIO C-A T-6 C-A Black C-8 C-96 SCHAADT C-9 Scudder SCHROEDER OREGO C-7 MUD PIKE T- BURRVILLE T- C- T- Prairie Creek Beaver TAMA Bursville ERAUS DURBI ERAUS DURBI C-A C-A FRAHM PIKE HOE WEIR T-6A CARMEL CHURCH C- Creek Hinton MUD PIKE C- Brush TWP LIE C-8 SCHLEUCHER T-66 CARMEL CHURCH T- Durbin BUKER HILL T-A TWP LIE T-6 CARMEL T-6 HAWK T-9A C- D7-C R-FY9(A) LO C A TIO M A PS A D DESIG DESIG A TIO S

6 UAMED TRIBUTARY OF KRAUT CREEK I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_GP.dgn Sheet //7 :: PM ikohli OTES: * TRASITIO TO MATCH EXIIG BEGI PROJECT SUSPED PROJECT A. +7 A. + SLM. SLM. BEGI WORK E7(89) A. + E7(89).'* WOOD POS W/ METAL WIRES US US ROCK CHAEL PROTECTIO, TYPE B WITH FILTER (" THICK) BUTT ED JOIT MATCH EXIIG PAVEMET A. +7, ELEV. 6. PVC A. +. ELEV % -.6 % '.'.'.'.'* GRAVEL IVE " " " " " BUTT ED JOIT MATCH EXIIG PAVEMET A. +9, ELEV %-. % SUSPED WORK A. + CO. CO. 8"x9" CODUIT, TYPE A, SKEW "CMP 'x6' CULVERT WITH 7" CMP EXTESIOS () UAMED TRIBUTARY OF KRAUT CREEK ' VC P.V.I. A +. ELEV =,6.' SSD IS OT RERICTED -.8 % { = 6. { = 6. " CMP VERTICAL CURVE PROFILE EXTEDED 'x6' CULVERT WITH 7" CMP EXTESIOS () 8"x9" CODUIT, TYPE A, 76. (DD) PVT A +. ELEV 6. EXIIG PROFILE PLA A D PRO FILE US HORIZOTAL D7-C R-FY9(A) A. +. TO A +.

7 ROCK CHAEL PROTECTIO, TYPE B WITH FILTER (" THICK) 7" CMP CULVERT () RESUME WORK A LAW APPROX. LIMITS OF CULTIVATED FIELD +7..'* APPROX. LIMITS OF CULTIVATED FIELD SKEW 899 S.R TYPE E ACHOR ASSEMBLY, TYP. GUARAIL W/ TYPE A ACHOR ASSEMBLY (), TYP. 66" OR 7" CODUIT, TYPE A CO. RESUME PROJECT A. 9+ SLM 7. E7(89).'.'.' SUSPED PROJECT.'* A. 9+6 SLM 7.6 E7(89) +7. PROVIDE OFFSET DESIG AS PER MGS-. LAW SUSPED WORK CO. A. 9+ HORIZOTAL I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_GP.dgn Sheet //7 ::7 PM ikohli OTES: *TRASITIO TO MATCH EXIIG APPROX. LIMITS OF CULTIVATED FIELD APPROX. LIMITS OF CULTIVATED FIELD OMIT OE () PO OVER CULVERT " CPP FARM TILE (TO BE RELOCATED AS PER FARM AIS OTE) " CPP FARM TILE (APPLIES EACH SIDE) (DD) UAMED TRIBUTARY +.8 % OF WABASH RIVER BUTT ED JOIT MATCH EXIIG PAVEMET 868. A. 9+, ELEV " CMP CULVERT () % +.68 % APPROX. LIMITS OF CULTIVATED FIELD HW-. A 9+7.,.9' RT CB--B, GRATE ELEV 867. " () 86.7 " (S) 86.6 "CPP MASORY COLLAR AS PER DM-. '-" TYPE C, 76. '-" TYPE C, ' +79. BUTT ED JOIT MATCH EXIIG PAVEMET A. 9+7, ELEV A. 9+.7,.7' RT { " = " OR 7" CODUIT, TYPE A " " LAW CB--B " CPP Y FRAME RES #88 RESIDETIAL IVE (OE) PLA A D PRO FILE SR 9 D7-C R-FY9(A) A TO A. 9+

8 I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_DC.dgn Sheet /6/7 : PM ikohli SLOPE TO AI (TYP.) A. +.9,.9' LT UAMED TRIBUTARY OF KRAUT CREEK TOE OF SLOPE 6 6 OHWM = 7.6 { =.7 6.' 6: `6' 9.'..' MI. 6: A ' ILET WETLAD : : ' AGG. SHOULDER.' E/P 6..' ' AGG. SHOULDER 8 PGL 6..' MAX. COVER E/P 6.9.' MI. COVER.' MI. SKEW CORUCTIO U.S. CO..' TYP. 6: 6: 7:.8: 6:.: 9.' 8' { =. ' OF 8"x9" CODUIT, TYPE A, 76. AT.8% PROFILE ALOG CETERLIE OF CULVERT. OUTLET WETLAD " UAMED TRIBUTARY OF KRAUT CREEK ROCK CHAEL PROTECTIO, 8.' TYPE B WITH FILTER (" THICK), TOE OF SLOPE AREA = SF A. +6.,.9' RT REAM IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS. CY RCP/RIP RAP. 7 CY TEMPORARY CORUCTIO ACCESS 7. CY ILET WETLAD IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS /A <. <7 CY RCP/RIP RAP /A <. <7 CY TEMPORARY CORUCTIO ACCESS /A <. <7 CY OUTLET WETLAD IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS /A <. <7 CY RCP/RIP RAP /A <. <7 CY TEMPORARY CORUCTIO ACCESS /A <. <7 CY EXIIG CULVERT DATA TYPE: C.I.P. COCRETE BOX W/ CIRCULAR CMP EXTESIOS SIZE: 6' SPAx' RISEx' LEGTH BOX W/ 7" DIA.x' LEGTH EXTESIOS SKEW: 8 RF ALIGMET: TAGET DATE BUILT: PRE-98 WITH EXT. 98 CODITIO: POOR CF: 877 HYAULIC DESIG DATA AIAGE AREA = 6 ACRES Q() = 7 CFS HW() = 6. V() = FPS Q() = CFS 6 HW() V() = 6.6 = FPS OIARY HIGH WATER MARK = DESIG SERVICE LIFE = YEAR PH = 7. ABRASIVE CODITIOS = YES CROSS REFERECES SHEET O. DESCRIPTIO C ULVERT DETAIL HORIZOTAL D7-C R-FY9(A) D A R--.

9 8" AGG. SHOULDER REAM IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS 7. CY 9 S.R. 9 RCP/RIP RAP. CY TEMPORARY CORUCTIO ACCESS 6. CY ILET WETLAD IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS /A <. <7 CY RCP/RIP RAP /A /A /A TEMPORARY CORUCTIO ACCESS /A <. <7 CY OUTLET WETLAD IMPACTS LIEAR FEET ACREAGE VOLUME HORIZOTAL EW CULVERT/HEADWALLS /A <. <7 CY RCP/RIP RAP /A <. <7 CY TEMPORARY CORUCTIO ACCESS /A <. <7 CY A. 9+.7,.96' LT ROCK CHAEL PROTECTIO, TYPE B WITH FILTER (" THICK), AREA = SF TOE OF SLOPE.' 8.' TO FACE OF RAIL.' 8.' 8" AGG. SHOULDER TO FACE OF RAIL SLOPE TO AI (TYP.) MAX. SLOPE. ' A. 9+. I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_DC.dgn Sheet /6/7 : PM ikohli TOE OF SLOPE OUTLET WETLAD OHWM = ' " 7' 9' TYP. 8' { = 88..' TYP. SKEW E/P PGL ' " E CO. CO..6' MAX. COVER E/P ' MI. COVER { = HW-. OR HW-. HW-. OR HW-. 66' OF 66" CODUIT, TYPE A, 76. AT.% (SEE EIMATED QUATITIES FOR ALTERATE TYPES) PROFILE ALOG CETERLIE OF CULVERT `' ILET WETLAD A ,.96' RT UAMED TRIBUTARY OF WABASH RIVER TOE OF SLOPE TOE OF SLOPE AIAGE AREA Q() HW() V() Q() HW() V() DESIG SERVICE LIFE PH EXIIG CULVERT DATA TYPE: CIRCULAR CMP SIZE: 7" DIA. x 6' LEGTH SKEW: LF ALIGMET: TAGET DATE BUILT: CIRCA 99 CODITIO: POOR CF: 8 HYAULIC DESIG DATA OIARY HIGH WATER MARK ABRASIVE CODITIOS = 9 ACRES = 8 CFS = 86.6 = FPS = 8 CFS = = FPS = 86. = YEAR = 7.8 = O C ULVERT DETAIL D7-C R-FY9(A) M ER-9-7.9

10 CURVE C P.I. Sta RESUME PROJECT A. + SLM. E7(89) ROCK CHAEL PROTECTIO, TYPE B WITH FILTER (" THICK) AREA = SF REMOVE ' OF EXIIG " CPP AD IALL HEADWALL (HW-.) AT EW OUTLET ED. IALL HEADWALL (HW-.) AT WETLAD C OUTLET ED OF EXIIG " CPP. ROCK CHAEL PROTECTIO, TYPE B WITH FILTER (" THICK) AREA = SF SUSPED PROJECT A. + SLM. E7(89) UAMED TRIBUTARY OF GREEVILLE CREEK EXIIG PIPES (DD) TIED COCRETE BLOCK MAT, TYPE O GEOTEXTILE FABRIC AREA = SF SUSPED WORK A. + HORIZOTAL R =,96.' T =.98' L = 79.8' E = 7.' REMOVE AD REBUILD OUTLET ED "CPP (DD) " CPP(DD) C = 78.77' RESUME WORK A. + A. +8.,.' RT OMIT OE () PO OVER CULVERT REMOVE AD REPLACE 7.' OF GUARAIL I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_DC.dgn Sheet /6/7 : PM ikohli LEGED WETLAD B CO. ITEM - PAVEMET PLAIG, ASPHALT COCRETE (DEPTH = /") AD OE LIFT ( /" THICKESS) ITEM, ASPHALT COCRETE SURFACE COURSE, TYPE, (8), PG6- US 8" CMP (UDERAI OUTLET) (DD) UAMED TRIBUTARY OF GREEVILLE CREEK SHEET FOR DETAILS.) C REMOVE AD REBUILD ILET ED USE ' OF ITEM 9 - DITCH CLEA OUT TO FILL I THE EXIIG SCOUR HOLE AT THE OUTLET BEFORE IALLIG PROPOSED RCP. ROCK CHAEL PROTECTIO TYPE B WITH FILTER (" THICK), AS PER PLA WETLAD B LIMITS OF PAVEMET REORATIO (SEE OTE O AREA = 7 SF FWD TAGET (CURVE C) CULVERT A CO. 6. SKEW `.' `7.' 7 8'9" E CETERLIE SCHEMATIC OT TO SCALE ' AGG. SHOULDER WETLAD A 'x' CULVERT (TO BE REPAIRED) WETLAD A A. +6.,.' RT A ' AGG. SHOULDER OMIT OE () PO OVER CULVERT REMOVE AD REPLACE 7.' OF GUARAIL A. +9.9, 6.' LT EXIIG PAVED GUTTER(DD) 8" CMP (UDERAI OUTLET)(DD) `.' `7.' PT Sta. +.9 REAM IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS. CY RCP/RIP RAP. CY TEMPORARY CORUCTIO ACCESS. 9 CY WETLAD A IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS /A /A /A RCP/RIP RAP /A <. <7 CY TEMPORARY CORUCTIO ACCESS /A <. <7 CY WETLAD B IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS /A /A /A RCP/RIP RAP /A. 7 CY TEMPORARY CORUCTIO ACCESS /A. CY WETLAD C IMPACTS LIEAR FEET ACREAGE VOLUME EW CULVERT/HEADWALLS /A <. < CY RCP/RIP RAP /A <. < CY TEMPORARY CORUCTIO ACCESS /A <. < CY 7 8'9" E CO. US EXIIG CULVERT DATA TYPE: C.I.P. COCRETE BOX (D. WG. SBC- WITH SPECIAL WIGS) SIZE: ' SPAx' RISEx7'-7" LEGTH BOX SKEW: 6. LF FROM FORWA TAGET ALIGMET: TAGET DATE BUILT: CIRCA 9 CODITIO: POOR CF: 877 OIARY HIGH WATER MARK = 7. CROSS REFERECES SHEET O. DESCRIPTIO ILET / OUTLET SECTIO DETAILS C ULVERT DETAIL D7-C R-FY9(A) D A R--.89

11 ' ` SKEW HORIZOTAL RESUME WORK A. 6+ RESUME PROJECT A. 6+6 SLM.7 E7(89) ED PROJECT A. 7+ SLM.8 E7(89) ED WORK A I:\ProjectData\D7\_CR_FY8\Design\Roadway\Sheets\_DC.dgn Sheet //7 ::PM ikohli GROOVED OR BELL ED MODIFIED HW-. US 68 EXIIG TOE OF SLOPE `8' OF EXIIG RUCTURE (TO BE REMOVED) DITCH `8' EXIIG TOP OF BAK SLOPE TO AI (TYP.) RESHAPE `' OF DITCH FLUSH ED `.% SLOPE PROFILE ALOG CETERLIE OF CULVERT A ' MI. SLOPE TO AI EXIIG ASPHALT ' OF 'x' CODUIT, TYPE A, 76. AT `.% EXIIG OE IVE ' FROM ED OF EXIIG BARREL PAVEMET (DD) MODIFIED HW-. PROPOSED GRADE EXIIG GRADE ITEM, PORTIOS OF RUCTURE REMOVED, AS PER PLA A MASORY COLLAR PER DM-. WITH QC FS COCRETE 'x' CULVERT EXIIG CULVERT (TO BE REPAIRED) +. OE COMMERCIAL IVE CULVERT EXTESIO. OF THE EGIEER. US 68 ITEM 6 - CODUIT, MISC: 'X' CODUIT, TYPE A, 76., FT DESIG EARTH COVER ALL PORTIOS OF C&MS 6 AD 76. APPLY, EXCEPT THE BOX SIZE, SPA BY RISE, SHALL BE 'X' PER AM C77. THE PRECA REIFORCED COCRETE BOX SECTIO SHALL BE CORUCTED FLUSH AGAI THE EXIIG BOX CULVERT. TO MIIMIZE OP-OFFS WITHI THE WORK ZOE AD MAITAI ACCESS TO THE COMMERCIAL IVE COMPLETE THE FOLLOWIG WITHI THE DAYTIME HOURS OF A CALEDAR DAY: ) REMOVE PORTIOS OF EXIIG RUCTURE TO LIMITS SHOW. ) IALL PRECA REIFORCED COCRETE BOX SECTIO PER CMS 6. ) CORUCT MASORY COLLAR (DM-. WITH QC FS COCRETE). ) AFTER A FOUR () HOUR CURE TIME FOR THE MASORY COLLAR, BACKFILL AROUD THE APPLY THE EPOXY-URETHAE SEALER TO THE SIDES AD TOP OF THE PRECA SECTIOS BEFORE IALLIG. THE COTRACTOR SHALL BE CAREFUL TO PREVET DAMAGIG THE SEALER DURIG HADLIG AD IALLATIO. REPAIR AY DAMAGE TO THE SATISFACTIO PAYMET FOR THE ABOVE WORK OT BEIG PERFORMED UDER AOTHER ITEM, ICLUDIG ALL MATERIALS, EQUIPMET, AD LABOR, SHALL BE ICLUDED I THE COTRACT PRICE PER FOOT FOR ITEM 6 - CODUIT, MISC.: 'X' CODUIT, TYPE A, 76., FT DESIG C ULVERT DETAIL D7-C R-FY9(A) C HP-68-. EARTH COVER. LIMITS OF PAVEMET REORATIO (SEE OTE O SHEET FOR DETAILS.) EXIIG CULVERT DATA TYPE: C.I.P. COCRETE BOX (D. WG. SBC-) SIZE: ' SPAx' RISEx9'-" LEGTH BOX SKEW: LF ALIGMET: TAGET DATE BUILT: CIRCA 99 CODITIO: POOR CF: 89