ELEVATION PLAN HIGHWAY CLASSIFICATION

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1 Bench Mark: Chis. " " S.E. COR. COC. SLAB. The IT. of ILL. 31 and Miller Rd. go. 0.9 MI to Mark. Elev Existing Structure: one Bridge Omission Sta to Sta Unit 1 = 120 0" ~ Brg. to ~ Pier. 72" Bulb TBeam Unit 2 = 700 0" ~ Pier. to ~ Pier. Steel Girder Web depth varies from 9 to 144" (Composite Full Length) Unit 3 = 480 0" ~ Pier to ~ Brg. 72" Bulb TBeam MSE Wall = 230 0" PGL Longmeadow parkway ~ Bike Path ~ Sandbloom Road 14 9" Min. Traffic Barrier Terminal Std Type 6 (Appr. Ends) Std Type 5 (Exit Ends) MSE Wall Elev E F E Elev Elev Elev Cofferdam, Type 1, Piers 2 Thru 4 F F Elev E E E F Elev E E DHWE EWSE Elev Elev Elev Elev Elev Elev Elev Streambed Elev ELEVATIO Steel H Piles, Piers Elev El El Elev Elev Steel H Piles, Abutments Existing Ground Elev ~ Longmeadow Parkway Sta Back of W. Abut Sta Elev S089 S " Span 1 S093 S095 Flow FOX River " Back to Back of Abutments 200 0" Span " Span " Span " Span " Span " Span 7 Drainage Scuppers, See Cross Section S097 ~ Longmeadow Parkway & PGL Skew S099 S101 ~ Brg. Pier 6 Sta Elev ~ Brg. Pier 7 Sta Elev " Span 8 S S109 ~ Sandbloom Road Sta Kink Point Station ! = 0^ " ~ Brg. E. Abut Sta Elev S111 Hatch Area Indicates Approximate Limits of Soil Reinforcement S115 S " = " B S092 S103 S105 S B S094 S096 S098 S100 S102 S104 S106 S108 S112 EB WB S088 A S090 A 1:2 (V:H) LOADIG HL93 Allow 50#/sq. ft. for future wearing surface. DESIG STRESSES FIELD UITS f c = 3,500 psi ~ Brg. W. Abut. Sta Elev HIGHWAY CLASSIFICATIO (Longmeadow Parkway) Functional Class: Urban Minor Arterial ADT: 30,000 (2040) ADTT: 1,200 (2020) DHV: 2,400 (2040) Design Speed: 50 m.p.h. Posted Speed: 45 m.p.h. TwoWay Traffic Directional Distribution: 50/50 DESIG SPECIFICATIOS 2010 AASHTO LRFD Bridge Design Specifications Including 2010 Interims fy = 60,000 psi (Reinforcement) fy = 50,000 psi (M270 Grade 50) PRECAST PRESTRESSED UITS f c = 6,000 psi fpu = 270,000 psi (low lax, strands) SEISMIC DATA Seismic Performance Zone (SPZ)=1 Design Spectral Acceleration at 1.0 sec. (S )=8.2 Design Spectral Acceleration at 0.2 sec. (S )=14.4 Soil Site Class = D D1 DS ~ Pier 1 Sta Elev EVCS: EVCE: % EVCS: EVCE: PVI STA= PVI ELEV= A.D.=3.25 K= LEGED Soil Boring Location Flood Design Base Overtopping Max. Calc. 50 EVCS: Freq. Yr EVCE: ~ Brg. Pier 2 Sta Elev % Bridge EVCS: ~ Brg. Pier 3 Sta Elev EVCE: MSE Wall (Along Longmeadow Parkway) Q C.F.S PLA at EVCS: EVCE: EVCS: % WATERWAY IFORMATIO Drainage Area = 1364 sq. mi. Low Grade Elev. n/a Opening Sq. Ft. EVCE: PVI STA= PVI ELEV= LOW PT STA LOW PT ELEV A.D.=5.75 K= Head Ft. Exist. Prop. H.W.E. Exist. Prop Headwater El. Exist. Prop " Out to Out ~ Pier 4 Sta Elev Design Scour Elevation (ft.) Q100 ~ Brg. Pier 5 Sta Elev DESIG SCOUR ELEVATIO TABLE W. Abut. Pier 1 Pier 2 Pier 3 Pier 4 Pier 5 Pier 6 Pier 7 E. Abut. R8 E FOX RIVER DUDEE SADBLOOM RD. WILLIAMS RD. McHERY KAE 3 2 BM BOLZ RD CARPETERSVILLE T " S S110 Back of E. Abut Sta Elev Bridge Approach Slab CURVE DATA (Sandbloom Road) D = 27^ " R = T = L = E = S.E. = 5.8% P.C. Sta. = P.T. Sta. = Q HIGHWAY CLASSIFICATIO (Sandbloom Road) Functional Class: Local ADT: 2,814 (2004) ADTT: 113 (2004) DHV: 422 (2004) Design Speed: 40 m.p.h. Posted Speed: 35 m.p.h. TwoWay Traffic Directional Distribution: 57/43 PVC Sta Elev % PVI Sta Elev % 15 V.C. K=106 (Along Sandbloom Road) S114 S116 ~ Longmeadow Parkway GEERAL PLA & ELEVATIO LOGMEADOW PARKWAY OVER FOX RIVER PVT Sta SEC ES KAE COUTY STATIO S Elev " = " FILE AME = USER AME = DESIGED DRAW STATE OF ILLIOIS DEPARTMET OF TRASPORTATIO O. 1 OF 3 SECTIO COUTY ES KAE ILLIOIS FED. AID PROJECT COTRACT O. O.

2 C D ~ and PGL Longmeadow Parkway 84 5" Out to Out of Deck 1 2 0" 12 0" 12 0" Bikeway (WB) (WB) 2 0" 4 0" 4 0" 2 0" 12 0" 2 0" 12 0" 1 6 0" Sidewalk (EB) (EB) Round Ends C Ground Surface Rounded Ends D EWSE (723.27) DHWE (729.21) Stream Bed *DS33 DS12 9" Curb 8" Slab 13 Beam spaces at 6 1" = 80 " DS11 Prestressed Concrete 72" BulbT Beam 4 0" Min. o. & spacing as Req d by design PIER SKETCH 1 AD 5 THRU 7 4 0" Min. o. & spacing as Req d by design PIER SKETCH PIERS 2 THRU 4 2 2" 2 2" ote: Scuppers for Unit1 are at 23ft C/C. See CROSS SECTIO UIT 1 Stone Riprap Exp. Jt. ~ Pier ~ Pier Exp. Jt. scupper calculations for stations " 2 0" 2 0" 2 0" 1 Bikeway 12 0" 84 5" Out to Out of Deck 12 0" 4 0" 4 0" ~ and PGL Longmeadow Parkway 12 0" 12 0" (WB) (WB) (EB) (EB) 6 0" Sidewalk 1 4" 1:2 (V:H) Bedding Filter Fabric Class A5 8 0" 3 0 Streambed Elev. Varies 4 0" 2 8" " Stone Riprap, Class A5 1 4" Bedding Filter fabric PPC Bulb TBeam Steel Girder Guided, onguided Exp. Pot Bearings PPC Bulb TBeam DS12 9" Curb 8" Slab DS12 SECTIO BB SECTIO AA SECTIO CC (Pier 1 Only) SECTIO DD (Pier 4 Only) Steel Plate Girder, Web Depth Varies from 9 to 144" (Composite Bridge Omission Fixed Pot Bearing ~ Pier ~ Pier 8 Girder spaces at = 80 0" Full Length), Typ. Const. Joint 2 2" 2 2" Backfill with Porous Granular Embankment (Special) Exp. Jt. ote: Scuppers for Unit2 are at 20ft C/C. See CROSS SECTIO UIT 2 Approach slab scupper calculations for stations " 12 0" 12 0" Bikeway (WB) (WB) 84 5" Out to Out of Deck 2 0" 4 0" 4 0" ~ and PGL Longmeadow Parkway 2 0" 12 0" 2 0" 12 0" Sidewalk (EB) (EB) *DS " DS11 Excavation for placing Porous Granular Embankment (Special) 1 2 0" 1 Wall Drain Geotechnical Fabric for French Drains Drainage Aggregate PPC 72" BULBT BEAM ~ Brg. 1 0 min. 1:2 Rt. { s 1 0" min. 3 min. SECTIO DD (Piers 2 and 3) SECTIO CC (Piers 5 thru 7) *4" of Scupper to extend under curb. 4 } Perforated ote: DS33 2 2" DS11 Scuppers for Unit3 are at 18ft C/C. See scupper calculations for stations 9" Curb 8 Beam spaces at 8 0" = 64 0" 8" Slab CROSS SECTIO UIT 3 7 8" 8 0" 2 Prestressed Concrete 72" BulbT Beam pipe drain " min. Bk. of Abut. SECTIO THRU PILE SUPPORTED STUB WEST ABUTMET (Horiz. Rt. { s) SECTIOS & DETAILS 1 OF 2 LOGMEADOW PARKWAY OVER FOX RIVER SEC ES KAE COUTY STATIO S FILE AME = USER AME = $USER$ DESIGED $SCALE$ DRAW $DATE$ STATE OF ILLIOIS DEPARTMET OF TRASPORTATIO O. 2 OF 3 SECTIO COUTY ES KAE ILLIOIS FED. AID PROJECT COTRACT O. O.

3 11 4" Moment Slab Moment Slab 11 4" 84 5" 1 2 0" 12 0" 12 0" 2 0" PGL 4 0" 4 0" 2 0" 12 0" 2 0" 12 0" 1 6 0" Bikeway (WB) (WB) (EB) (EB) Sidewalk "H" Varies from 3 to 25 4 " Limits of reinforced soil mass Existing groung line Embankment Top of exposed panel line Soil Reinforcement Precast face panels Select backfill Limits of excavation Top of leveling pad "H" Varies from 3 to 22 3 " Bridge Omission Const. Joint Exp. Jt. Approach Slab Backfill with Porous Granular Embankment (Special) Approach slab PPC 72" BULBT BEAM 0.70 x "H" min > 8 0" 0.70 x "H" min > 8 0" ~ Brg. 2 0" Bk. of Abut. Select Fill Select Fill See supplier shop plans for lengths EAST ABUTMET SECTIO 3 Coping 4 9" min. 3 min. 4" " 5 0" (@ Rt Angle to Abut) 87 5" 5 0" (@ Rt Angle to Abut.) Sta El Top of Railing Top of Moment Slab Angle point \ Longmeadow Parkway Top of coping Angle point Sta El MSE Wall Soil Reinforcement SECTIO THRU PILE SUPPORTED Steel H Piles End of wall Sta El End of wall Sta El Finish grade at front face of wall STUB EAST ABUTMET (Horiz. Rt. { s) 3 (Tpy.) 3 Theoretical top of leveling pad Sta El Theoretical top of leveling pad EAST ABUTMET WALL (Developed elevation along front face of wall) Top of exposed panel line Sta El SECTIOS & DETAILS 2 OF 2 LOGMEADOW PARKWAY OVER FOX RIVER SEC ES KAE COUTY STATIO S FILE AME = USER AME = $USER$ DESIGED $SCALE$ DRAW $DATE$ STATE OF ILLIOIS DEPARTMET OF TRASPORTATIO O. 3 OF 3 SECTIO COUTY ES KAE ILLIOIS FED. AID PROJECT COTRACT O. O.

4 Benchmark: Southwest tag bolt on the first fire hydrant orth of Creeks Crossing Drive on the west side of Sleepy Hollow Road. Elev Existing Structure: one 200 0" Begin Wall Sta EL Finished grade Existing grade EL *HP Soldier Pile (typ.) 3:1 Sta EL EL EL " = 180 0" " = 90 0" " = 90 0" Exp. Jt. Typ. Sta Sta EL EL Finished Grade (B.F.) Const. Jt. Typ. Const. Jt. Typ. Existing and EL EL Bottom of Finished Grade (F.F.) concrete facing 24" RC Pipe Culvert EL EL " typ. Sta EL EL " Exp. Jt. Typ. 3:1 End Wall Sta EL EL Finished Grade Existing Grade EL *Pile section, spacing and tip elevations to be determined during final design. V.P.C. Sta Elev P.V.I. Sta Elev V.P.T. Sta Elev Wall LVC = " 50 0" 100 0" 20 0" (Along ~ Longmeadow Parkway) ELEVATIO (Looking at South at F.F. of Wall) Existing R.O.W. Begin Wall Boring SX01 Sta Offset LT F.F. of wall 23 1" min. 24" RC Pipe Culvert D/S Inv. 91 Boring SX03 Boring SX04 End Wall Sta Offset LT Back of curb B.F. of wall Boring SX02 Type B Gutter Edge of pavement 12 0" 12 0" 47 1" Boring R33 ~ Longmeadow Parkway Flow PLA ote: 1) Offsets are measured from the ~ Longmeadow Parkway to the front face of wall. 2) F.F. Front Face 3) B.F. Back Face McHERY HIGHWAY CLASSIFICATIO Longmeadow Parkway Functional Class: Urban Minor Arterial ADT: 25,000 (2040) ADTT: 1,000 (2040) DHV: 2,024 Design Speed: 50 m.p.h. Posted Speed: 45 m.p.h DESIG SPECIFICATIOS 2002 AASHTO Standard Specifications for Highway Bridges DESIG STRESSES FIELD UITS f c = 3,500 psi fy = 60,000 psi (Reinforcement) fy = 50,000 psi (M270 Grade 50) Ret. Wall 5 LOGMEADOW 8 SLEEPY HOLLOW RD. KAE 4 DUDEE PARKWAY 9 GEERAL PLA AD ELEVATIO LOGMEADOW PARKWAY & SLEEPY HOLLOW RD. SECTIO ES KAE COUTY STATIO TO STRUCTURE O. RW01 FILE AME = USER AME = DESIGED DRAW STATE OF ILLIOIS DEPARTMET OF TRASPORTATIO O. 1 OF 2 SECTIO COUTY ES DUPAGE/KAE ILLIOIS FED. AID PROJECT COTRACT O. O.

5 ~ Longmeadow Parkway 47 1" " 12 0" 12 0" 11 0" Type "B" gutter See Roadway plans 2 (Min.) 1: % Front face (Formliner or pattern to be provided by County) 1 6 Existing Ground Surface (Varies) **Permanent Wall Anchor Existing R.O.W. Vareis (See elevation) 23 1" } x 6 Shear studs 2 0" Untreated 3" timber lagging Limits of soil removal for lagging installation wall drain *HP Soldier Pile (typ.) at F.F. Concrete facing Geotechnical filter fabric for french drains 2 0" 1 0" 1 0" *Soldier pile (HP or W) Shear Stud Typ. Place " gap to alow for drainage typ. Drainage aggregate Perforated drain pipe at F.F. Concrete facing Geotechnical filter fabric for french drains 2 0" 1 0" 1 0" 3" (min) Untreated timber lagging typ. wall drain typ. Place " gap to alow for drainage typ. Drainage aggregate Perforated drain pipe } Pipe Underdrain for Structures See Pipe Underdrain Detail AT SOLDIER PILES BETWEESOLDIER PILES PIPE UDERDRAI DETAIL TYPICAL WALL SECTIO *Pile section, spacing, and tip elevation, **Permanent wall anchor type, length, and number CROSS SECTIO DETAILS LOGMEADOW PARKWAY & SLEEPY HOLLOW RD. SECTIO ES KAE COUTY STATIO TO STRUCTURE O. RW01 FILE AME = USER AME = DESIGED DRAW STATE OF ILLIOIS DEPARTMET OF TRASPORTATIO O. 2 OF 2 SECTIO COUTY ES DUPAGE/KAE ILLIOIS FED. AID PROJECT COTRACT O. O.

6 Benchmark: Existing Structure: one Measured along F.F. of Wall 23 5" " " = 450 0" 15 5" Existing Ground Line Sta Elev Finished grade (B.F.) Sta Elev Elev Exp. Jt. typ. Const. Jt. typ. Finished grade (F.F.) Bottom of Elev Concrete Facing 2 0" typ. Sta Elev Elev Elev Sta Elev Elev Elev *Soldier Pile (HP or W) typ " 97 8" 96 11" 147 4" *Pile section, spacing, and tip elevation, ELEVATIO ~ Longmeadow Parkway (Looking South at Front Face of Wall) " 24 0" Median Pedestrian 12 Shoulder R 8 E Begin Wall Sta Offset 65 RT. S15 Storm Sewer Kink Pt. Sta Offset 65 RT. S19 S17 F.F. of Wall **Radius = (F.F.) S21 S23 S25 S27 S29 Type "B" Gutter (Std ) ** S31 Wall to be built along straight chords between construction joints S33 S " End Wall Sta Offset 65 RT. S37 Structure McHERY KAE 4 31 DUDEE T 43 T 42 Sta Elev % Sta Elev (along ~ Longmeadow Pkwy) CURVE DATA! = 12^09 45" D = 2^00 00" T = L = E = R = S.E. = 2.75 P.C. = Sta P.T. = Sta P.I. = Sta PLA HIGHWAY CLASSIFICATIO Longmeadow Parkway Functional Class: Urban Minor Arterial ADT: 29,000 (2040) ADTT: 1,160 (2040) DHV: 2,224 Design Speed: 50 m.p.h. Posted Speed: 45 m.p.h. TwoWay Traffic Directional Distribution: DESIG SPECIFICATIOS LEGED 2002 AASHTO Standard Specifications Soil Boring Location for Highway Bridges F.F. Front Face B.F. Back Face DESIG STRESSES FIELD UITS f c = 3,500 psi fy = 60,000 psi (Reinforcement) fy = 50,000 psi (M270 Grade 50) ote: 1) Offsets are measured from the ~ Longmeadow Parkway to the front face of wall. 2) F.F. Front Face 3) B.F. Back Face GEERAL PLA AD ELEVATIO LOGMEADOW PARKWAY OVER FOX RIVER SECTIO ES KAE COUTY STATIO TO STRUCTURE O. RW02 FILE AME = USER AME = DESIGED DRAW STATE OF ILLIOIS DEPARTMET OF TRASPORTATIO O. 1 OF 2 SECTIO COUTY ES DUPAGE/KAE ILLIOIS FED. AID PROJECT COTRACT O. O.

7 Existing Ground Surface (Varies) Existing R.O.W. 65 0" Varies 102 0" to 229 0" Type "B" gutter 10 11" 12 0" 12 0" 30 0" 1 0" 1 2" (Min.) (Std ) Front face (Formliner or pattern to be provided by County) Untreated 3" timber lagging 18 0" (Max.) } x 6 Shear studs wall drain **Permanent Wall Anchor Limits of soil removal for lagging installation 2.00 % 1:20 2 0" } Pipe Underdrain for Structures *HP Soldier Pile (typ.) TYPICAL WALL SECTIO *Pile section, spacing, and tip elevation, **Permanent wall anchor type, length, and number CROSS SECTIO LOGMEADOW PARKWAY OVER FOX RIVER SECTIO ES KAE COUTY STATIO TO STRUCTURE O. RW02 FILE AME = USER AME = DESIGED DRAW STATE OF ILLIOIS DEPARTMET OF TRASPORTATIO O. 2 OF 2 SECTIO COUTY ES DUPAGE/KAE ILLIOIS FED. AID PROJECT COTRACT O. O.