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1 Path: J:\213123\GIS\SUM\SUM \Exhibit 2 - USGS.mxd SCALE: 1" 2' Feet 1, 2,, Legend Project Area Copyright: 213 ational Geographic Society, i-cubed URBA & COETRY TOWSHIPS, SUMMIT COUTY, OHIO ¹ SUM USGS Topographic Map Exhibit 2

2 1 R/W ALBERTA STREET PROJECT DATA ex. ditch R/W GOODRICH AE. SUM-76-77CD 96 CITY OF BARBERTO 96 CITY OF AKRO TOTAL AREA OF PROJECT (RIGHT OF WAY) PROJECT EARTH DISTURBIG ACTIITIES COTRACTOR EARTH DISTURBIG ACTIITIES OI EARTH DISTURBIG ACTIITIES WETLADS O SITE WETLAD DISTURBACE 27.9 AC. 26. AC. 3. AC. 29. AC..6 AC.. AC. SOIL DATA (SEE SOIL PROFILE SHEETS) PRE-COSTRUCTIO RUOFF COEFFICIET POST COSTRUCTIO RUOFF COEFFICIET IMPERIOUS AREA FOR PRE-COSTRUCTIO IMPERIOUS AREA FOR POST COSTRUCTIO AC. 11. AC. 1 2 HORIZOTAL SCALE I FEET EGETATED FILTER STRIP 3 1 \ COST. RAMP B1 SUM IMMEDIATE RECEIIG STREAM(S) OR SURFACE WATER(S) SUBSEQUET RECEIIG STREAM(S) OR SURFACE WATER(S) RIER TUSCARAWAS RIER EGETATED FILTER STRIP 13 wetland B EGETATED BIOFILTER ED WORK STA ED WORK STA ex. ditch 2 O:\216\21616\ProjectData\SUM\7\Design\Drainage\Sheets\7_DE2.dgn Sheet 8/2/218 1:22:37 AM aro land ex. 12" HP DEO gas line (ABAD.) TH 8 EGETATED FILTER STRIP 6 EGETATED FILTER STRIP 1 MATCH LIE STA TH 13 R/W ELMWOOD STREET ex. 2" HP DEO gas line (TO REMAI) 3 TH 9 \ COST. RAMP C1 RAMP E BEGI WORK RAMP C STA \ COST. RAMP B 3 O/H OHIO EDISO 138kv transmission RAMP D R/W & COST. I.R. 76 2" CULERT ex. ditch 1 1 RAMP F SUM ex. ditch 3 R/W & COST 13 S.R. 619 (WOOSTER RD.) EGETATED BIOFILTER 3 SUM-76-8 EGETATED BIOFILTER 2 wetland A 1 ITEM 69 - " TOPSOIL ITEM 67 - SLOPE EROSIO PROTECTIO - ITEM 67 - DITCH EROSIO PROTECTIO - ITEM 61 - TIED COCRETE BLOCK MAT, TYPE 1 - ITEM SEEDIG & EROSIO COTROL W/ TURF REIFORCIG MAT, TYPE 1 - ITEM SEEDIG & EROSIO COTROL W/ TURF REIFORCIG MAT, TYPE 2 - ITEM SEEDIG & EROSIO COTROL W/ TURF REIFORCIG MAT, TYPE 3 31 ED WORK - ITEM 61 - TIED COCRETE BLOCK MAT, TYPE 2 WETLAD AREA TO BE AOIDED BY COSTRUCTIO ACTIITIES (.1 Ac) STA ED PROJECT STA SLM.91 1 E1 (3) 1 CALCULATED PER L&D OL. 2, SEC DITCH BMP TYPE LOCATIO SIDE STATIO WIDTH BIOFILTER 1 BIOFILTER 2 BIOFILTER 3 BIOFILTER FILTER STRIP 1 FILTER STRIP 2 FILTER STRIP 3 FILTER STRIP FILTER STRIP 6 RAMP B RAMP B1 DITCH 1 RAMP B1 RAMP B LT. RT. LT..'.' 9.' RAMP B RT. /A RAMP B1 LT. LT..' BIOFILTER RAMP C RT..' LATITUDE R/W & COST. KEMORE BLD. RETAIIG WALL 2 CSX LOGITUDE TREATMET PROIDED TREATMET REQUIRED SUM (O WORK) TRASPORTATIO /A /A RAMP B1 RT. /A RAMP C1 LT. /A EDA CREDIT (ACRES) SUM PROJECT SITE PLA 191

3 \ COST. RAMP B1 P.I. Sta RAMP C GR-1 SUM CD R 72.96' T 7.3' L 1.' E.9' C 19.7' 2 1 HORIZOTAL SCALE I FEET RAMP D e.6 max D.S. 3 MPH P.C. STA CALCULATED TMT CHECKED MRG 3 P.T. STA guard rail O:\216\21616\ProjectData\SUM\7\Design\Roadway\Sheets\7_GP23.dgn Ram p B1 8/2/218 9:7:3 AM aro land COST. LIMITS wetland B MATCHLIE STA RAMP B1 ex. ditch 3 G-8 SUM PT Sta ' E-8 E-16 7.' PC Sta GR-12 - ITEM 67 - DITCH EROSIO PROTECTIO SUM E-17 E-12 wetland A ex. ditch 2 13 \ COST. RAMP B1 G-9 ditch HW-12 P-12 TYPE E, ITEM SEEDIG & EROSIO COTROL W/ TURF REIFORCIG MAT, TYPE 3 - WETLAD AREA OT TO BE DISTURBED 12 HR-1 PR-8 PR-2 16' 6' 3' PR-23 7.' E-21 BF W/ " TOPSOIL 12" CMP 8" CMP TYPE E, " RCP PR-22 PT Sta SUM-76-8 DR-2 PR-21 DR DR-21 'R brick ' chain link 7' 12" CP CITY OF AKRO CITY OF BARBERTO HR-11 HR-13 HR BEGI WALK BEGI CURB, TYPE 6 STA ' STA BF W/ " TOPSOIL PROPOSED RETAIIG WALL 3 BEGI WALK BEGI CURB, TYPE 6 STA ' conc. 2'R conc. AB- SJ-8 TH1 17 brick 36" CP (FROM RECORD) SJ-7 DJ-1 SJ-6 36" CP 18 8" CP 1" SPP 36" CP (FROM RECORD) 36" BLOCK 12" CP 8" CMP brick 8"CP 8"CP COST. LIMITS 6' chain link 1 6' chain link R/W & COST. SR 619 (WOOSTER RD) bus stop 8" CP guard rail 6" CP WALL 2 woods 8"CP COST. LIMITS PROPOSED RETAIIG 6" AKRO MAI R/W & COST. KEMORE BLD FOR S.R. 619 (WOOSTER RD.) PLAS, SEE SHEETS FOR STRUCTURE PLAS, SEE SHEETS 39 2-, -62 FOR STRUCTURE REMOAL PLAS, SEE SHEETS 3 - FOR RAMP B1 PROFILE, SEE SHEET 213 FOR ITERSECTIO DETAILS, SEE SHEET 336 FOR UDERDRAI DETAILS, SEE SHEETS FOR ESTIMATED QUATITIES, SEE SHEETS FOR RETAIIG WALL PLAS, SEE SHEETS 9-3 FOR FECE PLAS, SEE SHEETS 63-6 FOR I.R. 76 PLAS, SEE SHEETS FOR WATER WORK AD SAITARY SEWER PLAS, SEE SHEETS FOR LIGHTIG PLAS, SEE SHEETS 82-9 FOR KEMORE BLD. PLAS, SEE SHEETS FOR PAEMET JOIT DETAILS, SEE SHEET38 PLA - RA M P B1 SUM STA TO ED 212

4 $FILE$ $DATE$ O:\216\21616\ProjectData\SUM\7\Design\Structures\SUM76_78P\Sheets\76_78P_SP1.dgn Sheet 8/2/218 1:8:21 PM rrym er $TIME$ $USER$ SUM PID o. 7.9 : : '-" PLUS FIT-UP BRIDGE O. SUM SUMMIT COUTY STA CHECKED REISED RAMP B1 OER RAMP MUD B1OER RU 773 STA DJC RHC RPR DG DATE South M ain Street, Suite 231, Akron, Ohio Copyright; 21 BECHMARK DATA POIT O. CP8 ORTHIG 66.3 EASTIG EXIST. \ COST. RAMP B1 TYPE MGS GUARDRAIL (TYP.) '2" SKEW (TYP.) BRIDGE LIMIT STA BRIDGE LIMIT STA EL LOW CHORD T/SLOPE PLA PROFILE ALOG \ COST. RAMP B1 96 BRIDGE LIMIT: 3.27' EL EL PC Sta YR HW EL YR HW EL..2 { EL ' C BRIDGE LIMIT STA EL. 96. EL OHWM EL. 98.` ORMAL WATER EL. 98.` T/SLOPE 96 REFERECE CHORD 8 3'38" W B FILTER (TYP.) B MI. DEPTH OF COER OER THE BOX.97 FT. :1 ROCK CHAEL PROTECTIO, TYPE C, 2'-" THICK WITH ROCK CHAEL PROTECTIO, TYPE C WITH FILTER (TYP.) COCRETE PILE (TYP.) 13 12" CAST-I-PLACE REIFORCED BRIDGE LIMIT STA % 3'-" 2'-" P..I. STA ELE 96.63' +1.7 % 16'-" 3'-" 6'-" :1 :1 3/" X 3" REBAR WITH RED PROJECT COTROL CAP POIT O. CP1 /8" X 3" REBAR I COCRETE MOUMET SET EL.. POIT O. 127 FOR ADDITIOAL BECHMARK IFORMATIO SEE ROADWAY PLA SHEET. HYDRAULIC DATA: DRAIAGE AREA EX. ELEC, ODOT LIGHTIG, (QL"B") :1 HW Q HW Q DESIG TRAFFIC: 22 ADT 22 ADTT 2 ADT 2 ADTT LEGED TYPE: SPAS: ROADWAY: LOADIG: SKEW: OTES: APPROACH SLABS: ALIGMET: 7 CFS CFS 3.7 SQ. MI. 2.2 FPS COORDIATES: LATITUDE PROPOSED STRUCTURE 32'-3" CLEAR SPA (MEASURED ALOG REFERECE CHORD) x 8'-3" RISE (32'-" CLEAR SPA PERPEDICULAR) 3'-" F/F RAIL HL-93 EL FPS EL SOIL BORIG LOCATIO EARTHWORK LIMITS SHOW ARE APPROXIMATE. ACTUAL SLOPES SHALL COFORM TO PLA CROSS SECTIOS. ESTIMATED PILE LEGTH FT. PRECAST REIFORCED COCRETE 3-SIDED BOX CULERT O REIFORCED COCRETE FOOTIGS O PILES SUPERELEATIO: ORTHIG ORTHIG 21. EASTIG CUT I SOUTHEAST BOLT O OERHEAD SIG 8.6 KSF FUTURE WEARIG SURFACE 7 8'2" LF (TO REFERECE CHORD) OE CURE RT. LOGITUDE 1 W 81 EASTIG EL EL QUATITY ICLUDED I THE ROADWAY GEERAL SUMMARY \ COST. RAMP B1 P.I. Sta R 72.96' T 7.3' L 1.' E.9' C 19.7' e.6 max D.S. 3 MPH P.C. STA P.T. STA ARIES (STA TO STA ) 2' 11.22" 3' 39.9" DESIGED DRAW REIEWED DESIG AGECY SITE PLA STRUCTURE FILE UMBER 1 1

5 $FILE$ $DATE$ $TIME$ $USER$ O:\216\21616\ProjectData\SUM\7\Design\Structures\SUM76_78P\Sheets\76_78P_SD1.dgn Sheet 8/2/218 1:2:2 PM rrym er (TYP.) 6" MORTAR STRUCTURE LEG ITO FOOTIG KEYWAY PER CMS (TYP.) 3'-" 1'-" (TYP.) OERLAP TYPE 2 WATERPROOFIG,3'-" WIDE, CETERED OER JOITS (TYP.) 3" 13'-1 " \ COST. RAMP B1 2'-" 6'-" 16'-" 3'-" 3'-" ITEM 2-13" O-REIFORCED COCRETE PAEMET, CLASS QC1 WITH QC/QA " ROADWAY EMBAKMET AR. TO 2 " REFERECE CHORD '-" PLUS FIT-UP AR. TRASERSE SECTIO TYPE 2 WATERPROOFIG ROCK CHAEL PROTECTIO, TYPE C, 2'-" THICK WITH GEOTEXTILE FABRIC (TYP.) 2'-" THREE SIDED FLAT TOPPED CULERT SEE OTE 1 26'-1 " 3'-3 " (MEASURED ALOG THE REFERECE CHORD) 2" ASPHALT ITERMEDIATE COURSE UDER GUARDRAIL (TYP.) ITEM 2-13" O-REIFORCED COCRETE PAEMET, CLASS QC1 WITH QC/QA ITEM 3 - AGGREGATE BASE, AS PER PLA STREAM FLOWLIE TYPICAL THREE SIDED FLAT TOPPED CULERT SECTIO 2'-" 1'-" GUARDRAIL, TYPE MGS - MOUTED TO THE TOP OF THE CULERT SECTIO (TYP. EACH ED) - SEE ODOT STD. DWG. MGS-1.1, SHEET 2/3, FOOTIG ACHOR DETAIL. QUATITY IS ICLUDED FOR PAYMET I THE GEERAL SUMMARY O SHEET 19 HEADWALL (TYP.) LEGED: OTE: 1. 8'-3" IDICATES LIMIT OF "ITEM 12 - SEALIG OF COCRETE SURFACES (EPOXY-URETHAE)" SEE ROADWAY PLAS - TYPICAL SECTIOS O SHT. OS. AD 13 2 DETAILS FOR JOITS BETWEE PRECAST SECTIOS SHALL BE I ACCORDACE WITH CMS 76.1 AD BE SHOW O THE SHOP DRAWIGS. BACKFILL BEHID PROPOSED SECTIO TO BE DESIGED BY 1 PRECAST MAUFACTURER 1 PER ODOT CMS 611 (TYP.) 12" CAST-I-PLACE REIFORCED COCRETE PILES (TYP.) DESIGED DRAW REIEWED DATE DESIG AGECY STRUCTURE DETAILS DJC RPR DG BRIDGE O. SUM CHECKED REISED STRUCTURE FILE UMBER 2 South M ain Street, Suite 231, Akron, Ohio Copyright; 21 RAMP B1OER RHC 773 SUM PID o

6 O:\216\21616\ProjectData\SUM\7\Design\Structures\SUM76_77CD\Sheets\76_77CD_S1.dgn Sheet 8/17/218 3:2 PM aro land SUM-76-77CD 11 EX.ELEC, ODOT LGIHTIG, wetland B Q(LB" )" OT TO BE DISTURBED WETLAD AREA 12 PLA CITY OF BARBERTO IDICATES EXISTIG STRUCTURES TO BE REMOED TO A MIIMUM 1'-" BELOW FIISHED FOR GRADIG PLA AD CROSS SECTIOS, SEE SHEET 3 CITY OF AKRO RAMP C RAMP D PARTICIPATIO ITEM 22 - STRUCTURE REMOED, OER 2 FOOT SPA, AS PER PLA ITEM EXT. TOTAL UITS DESCRIPTIO 2 / IMS / BR THIS WORK COSISTS OF THE REMOAL OF THE EXISTIG SUM-76-77CD STRUCTURE OER. THIS SHALL ICLUDE THE REMOAL OF THE 3-SIDED BOX AD WIGWALLS. THE PROISIOS OF ITEM 22 SHALL APPLY EXISTIG STRUCTURE TYPE & SIZE: CAST-I-PLACE REIFORCED COCRETE 3-SIDED BOX CULERT O PIPE SUPPORTED FOOTIGS SPA: 21.' ` CLEAR SPA LOADIG: HS2- SKEW: 3 3' 33" ` TOTAL LEGTH: 18' APPROACH SLABS: OE STRUCTURAL FILE UMBER: 7733 DATE BUILT: 1 DISPOSITIO: TO BE REMOED OTE: SEE ROADWAY PLAS FOR REMOAL OF EXISTIG PAEMET, GUARDRAIL, ETC. ESTIMATED QUATITIES BRIDGE O. SUM-76-77CD (SF 7733) LS LS STRUCTURE REMOED, OER 2 FOOT SPA, AS PER PLA LS 3 SEE SHEET UMBER DESIGED DRAW REIEWED DATE DESIG AGECY ATR ATR DG CHECKED REISED STRUCTURE FILE UMBER 2 South M ain Street, Suite 231, Akron, Ohio Copyright; 21 CWL 7733 SUM STRUCTURE REMOAL PLA PID o. 7 SUM-76-77CD 1 2 3

7 O:\216\21616\ProjectData\SUM\7\Design\Drainage\Sheets\7_DP2.dgn Sheet 8/17/218 :9 PM aro land COST. LIMITS 1 HORIZOTAL SCALE I FEET \ COST. RAMP B EX.ELEC, ODOT LGIHTIG, PI Sta Q(LB" )" PI Sta PI Sta PI Sta PI Sta PI Sta PC Sta WETLAD AREA OT TO BE DISTURBED STRUCTURE o. SUM EXIST ITEM EROSIO COTROL MAT, TYPE E 96 EX. ELEC, ODOT LIGHTIG, (QL"B") :1 STRUCTURE o. SUM-76-77CD COST. LIMITS PT Sta ED SQ. WIDTH YDS LT. EL :1 62. LT. EL :1 62.8' LT. EL :1 9:1 2.8' LT. EL. 96. :1 22.' LT. EL ' LT. EL ' RT ' LT. EL ' RT ' LT. EL ' RT. EL EL. 96. EL ' RT. EL EL ' RT :1 TO BE REMOED :1 2.' RT. EL.. 2.' RT. EL.. 2.1' RT. EL.. 9.:1 1.:17.:1 EL TO BE REMOED 1 7.:1 71.1' RT. EL ' RT. 9.:1 1.:1 9.:1 1.: TOTALS CARRIED TO EARTHWORK SUBSUMMARY O SHEET ED AREA CUT FILL OLUME CUT FILL DESIGED DRAW REIEWED DATE DESIG AGECY 2 South M ain Street, Suite 231, Akron, Ohio Copyright; 21 SUM SUM-76-77CD REMOAL ATR ATR DG GRADIG PLA AD CROSS SECTIOS CHECKED REISED STRUCTURE FILE UMBER PID o. 7 CWL

8 8' 13.' 13.' 8' O:\216\21616\ProjectData\SUM\7\Design\Roadway\Sheets\7_GP.dgn Design 8/17/218 2:29:6 PM aro land ITEM 61 - TIED COCRETE BLOCK MAT, TYPE 1 BEGI APPROACH SLAB STA ED APPROACH SLAB STA BEGI APPROACH SLAB STA ED APPROACH SLAB STA EX. ELEC, LIGHTIG, MATCHLIE STA. 3+. IR-76 Q( L"C") ODOT P-3 G-3 BEGI TYPE D BARRIER ED CURB, TYPE -C STA EX. ELEC, ODOT TH18 PR-6 conc. barrier GR- 7.' E-37 GR-13 E-1 33 TH1A PR-7 DR-7 DR-6 8' LIGHTIG, Q( TH1B 7 BEGI CURB, TYPE -C STA E-36 HR- L"B") TH1C RAMP D D- BTA, TYPE 1 P-26 TH1D 13.' HW-26 P- P- D-26 woods TH1E HW- GR-12 3 GR-6 TH1F 1 GR-7 - ITEM 61 - TIED COCRETE BLOCK MAT, TYPE 2 - ITEM 67 - DITCH EROSIO PROTECTIO - ITEM SEEDIG & EROSIO COTROL W/ TURF REIFORCIG MAT, TYPE 1 E- TH1G wetland B SUM PT Sta I.R. 76 TH1H G- 6 \ COST. RAMP B R/W & COST. PR-1 P-1 TAPER CODE E-16 TH1I DD ' chain link TH1J PR-11 P-11 D- E( ORI) o.h. sign 36 E( ORI) RU MUD BTA, TYPE 2 13.' 6' 8' wetland A DR-8 EX. ELEC, OUPS MARKIG, (QL"B") D-12 HW-12 BEGI TYPE D BARRIER P-12 STA conc. barrier conc. barrier 1 E-12 PR-8 G - ITEM SEEDIG & EROSIO COTROL W/ TURF REIFORCIG MAT, TYPE 3 HR-1 SR E-17 R/W & COST. (WOOSTER RD.) conc. EX. 6' chain link ELEC, ODOT Q( L"B") SUM-76-8 LIGHTIG, conc. barrier LIGHTIG, ' chain link woods Q( L C" )" story brick RETAIIG WALL 3 EE AB- RETAIIG WALL BEGIIG STATIO EDIG STATIO SIDE DESCRIPTIO RAMP D ' chain link G 31+. I.R I.R. 76 RT PAEMET 61.' 39.9' :1 H I.R I.R. 76 RT MEDIA 13.' 9.73' 6:1 L I.R I.R. 76 LT MEDIA 13.' 7.21' 6:1 M 39+. I.R I.R. 76 LT PAEMET OFFSET 73.' 61.' 8: I.R I.R. 76 LT SHOULDER 8.' 12.' I.R I.R. 76 RT GUARDRAIL 8.' 1.' DD I.R I.R. 76 RT GUARDRAIL 1.' 8.' 26:1 EE I.R I.R. 76 LT SHOULDER 8.' 9.29' 9:1 BEGI WIDTH ED WIDTH AB-19 2 TAPER RATE BARRIER 38 ED TYPE D STA TH1 PR-8 EX.ELEC,ODOT LGIHTIG, Q(LB" )" BTA, TYPE 2 SJ-8 DITCH 1 E-6 COST. 3 G- EX. ELEC, ODOT LIGHTIG, (QL"B") HR- 1 P.I. Sta R 2,83.' Ls 2.' LT 133.3' ST 66.67' x ' y 2.36' k 1.' p.9' R/W & COST. I.R. 76 conc. barrier D-6 P-6 HW-6 E-32 P-7 DR-23 SECTIOS CS Sta ditch FOR I.R. 76 PROFILE, SEE SHEET 199 RETAIIG WALL 2 D-7 Lc 1,232.2' Ts 832.' E 93.7' e max. C 1,222.7' C1 C ' T.S. STA S.C. STA C.S. STA S.T. STA D.S. 6 MPH FOR RAMP B PLAS, SEE SHEETS FOR STRUCTURE PLAS, SEE SHEETS , -62 FOR GORE DETAILS, SEE SHEET 3 FOR RETAIIG WALL PLAS, SEE SHEETS 9-3 Q( L"C") LIGHTIG, ODOT ELEC, EX. GR-16 MATCHLIE STA IR-76 E-31 FOR S.R. 619 (WOOSTER RD.) PLAS, SEE SHEETS GR-17 FOR PIPE PROFILES, SEE SHEETS ,, 2, 271, 37, -38 FOR DITCH 1 DETAILS, SEE SHEET 36 FOR ESTIMATED QUATITIES, SEE SHEETS FOR FECE PLAS, SEE SHEETS 63-6 FOR LIGHTIG PLAS, SEE SHEETS 82-9 L barrier M concrete D GR-8 SHLD. SEE CROSS RAMP F FOR UDERDRAI DETAILS, SEE SHEETS H GR-9 FOR WATER WORK AD SAITARY SEWER PLAS, SEE SHEETS FOR ITS PLAS, SEE SHEETS CALCULATED CJC PLA - I.R HORIZOTAL SCALE I FEET CHECKED SUM CWL STA. 3+. TI STA. 39+.

9 $FILE$ $DATE$ $TIME$ $USER$ O:\216\21616\ProjectData\SUM\7\Design\Structures\SUM76_77C\Sheets\76_77C_SP1.dgn Sheet 8/2/218 1:36:12 PM rrym er W.B. E.B. 98 EX. OERHEAD ELECTRIC ROCK CHAEL PROTECTIO, TYPE C, 2'-" THICK WITH GEOTEXTILE FABRIC (TYP.) 96 (TO REMAI) 96 B COST. RAMP B STA STA R/W & COST. I.R. 76 BOX CULERT EXIST. BOX CULERT B EX. TELE PLA " SPP EXIST. 12"CP WIGWALL (TO REMAI) EX. 6" WATER EX. 6" GAS, PT o '3"` STA R/W & COST. S.R. 619 (WOOSTER RD.) DOMIIO EAST, PT Sta Q( L"B") PT o " CP (pipe inverts are incorrect) 98 BRIDGE O. SUM ,2 1, ,2 1, % EXIST. P..I. STA EXIST. ELE 982.8' -3. % P..I. STA % ELE 981.6' % PROFILE ALOG W.B IR-76 (TAKE ALOG THE SOUTHER EDGE OF PAEMET OF WB LAES) EL.. ORMAL WATER EL. 97.1` YR HW 9.' C 2 YR HW EL.. ORMAL WATER EL. 97.1` OHWM EL. 98.` 9.' C OHWM EL. 98.1` 3 36 PROFILE ALOG E.B IR (TAKE ALOG THE ORTHER EDGE OF PAEMET OF EB LAES).2 1 YR HW EL BOX CULERT YR HW EL BOX CULERT EL..` EL ` { EL. 97.1` EL..` EL ` { EL. 97.1` ESTIMATED PILE LEGTHS 12" DIA. C.I.P. PILES ILET & OUTLET 7' & EXTESIO OTE: EARTHWORK LIMITS SHOW ARE APPROXIMATE. ACTUAL SLOPES SHALL COFORM TO PLA CROSS SECTIOS LOW CHORD EL ` LOW CHORD EL ` POIT O. 127 PLA SHEET. DESIG TRAFFIC: 22 ADT 77,7 22 ADTT 11,6 2 ADT 98, 2 ADTT 1,7 SPA: 21'-9 "` CLEAR SPA LOADIG: H2 (EXISTIG) APPROACH SLABS: OE COORDIATES: LATITUDE PROPOSED STRUCTURE LOGITUDE BECHMARK DATA CUT I SOUTHEAST BOLT O OERHEAD SIG POIT O. 128 CUT I WEST BOLT O CATILEER SIG FOR ADDITIOAL BECHMARK IFORMATIO SEE ROADWAY HYDRAULIC DATA: LEGED: SPA: 21'-9 "` CLEAR SPA LOADIG: H2 APPROACH SLABS: OE TYPE: DRAIAGE AREA HW Q HW Q ROADWAY: 18'-9"` FACE OF GUARDRAIL TO FACE OF BARRIER SKEW: 1 28'2" LF ALIGMET: CURE LT. EXISTIG STRUCTURE ROADWAY: 123'-1"` F/F GUARDRAIL SKEW: 1 28'2" LF ALIGMET: CURE LT. STRUCTURE FILE UMBER: 7768 DATE BUILT: 1 7 CFS CFS.62 FPS HIGH WATER ELEATIO SUPERELEATIO: ARIES DISPOSITIO: TO REMAI 3.7 SQ. MI. EL...6 FPS EL STRUCTURE DOES OT CLEAR THE 2 YEAR SOIL BORIG LOCATIO IDICATES MEASURED TO LOCAL TAGET IDICATES TO REMAI TYPE: CAST-I-PLACE REIFORCED COCRETE 3-SIDED BOX CULERT O PILE SUPPORTED FOOTIGS CAST-I-PLACE REIFORCED COCRETE 3-SIDED BOX CULERT O PILE SUPPORTED FOOTIGS SUPERELEATIO:.16 FT/FT ORTHIG 21. EASTIG ' 9.6" W 81 3' 1.1" EL ORTHIG EASTIG DIRECTIOAL DISTRIBUTIO.7 EL..26 QUATITY ICLUDED I THE ROADWAY GEERAL SUMMARY HL-93 (CULERT EXTESIO AD ILET & OUTLET DESIG-OLY) DESIGED DRAW REIEWED DATE DESIG AGECY SITE PLA SUMMIT COUTY RHC RPR DG BRIDGE O. SUM STA CHECKED REISED STRUCTURE FILE UMBER 2 South M ain Street, Suite 231, Akron, Ohio Copyright; 21 IR 76 OER STA DJC 7768 SUM PID o

PLAN SHEET. Feet. Feet REMOVE SAND CEMENT HEADWALL AND CONSTRUCT MES. SEE INDEX 272. CR 229 CONST. CR 229

PLAN SHEET. Feet. Feet REMOVE SAND CEMENT HEADWALL AND CONSTRUCT MES. SEE INDEX 272. CR 229 CONST. CR 229 MATCH LIE STA. 41+35. MATCH LIE STA. 46+75. PC STA. 46+75.33 47 REMOVE SAD CEMET HEADWALL AD S-3 COSTRUCT MES. SEE IDEX 272. 42 43 44 45 46 48 COST. CURVE DATA CLCOST2 PI STA. = 48+63.31 T = 187. L = 375.42