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' Benchmark: Road to be closed during construction. v <br /> W Sta. 64-98.89(Hinge Pt.) v 340.00' V.C. <br /> "M"in Mueller on fire hydrant at Southeast corner of ge rn r <br /> Cerro Gordo S1. and Brush College Rd. - Elev. 652.58. m c;c c o M <br /> c J Sia. 65*03.85 w m v o <br /> Existing Structure: a, T/Exposed Pone/Line w o <br /> a, 395'-6"(Measured Along Front m ti N <br /> None c o o N o Elev. 692.57 See S.N. 058-9202 W <br /> Face of Wall Panel) LU ti <br /> O o O W C WQ, O W 2 O <br /> o n o O Bridge Fence Roiling 6 a? W w <br /> O O O b y <br /> O n o O <br /> Sto. 6900.00 lBe in WollJ Oto,� ° h ro h o N N a <br /> T/Exposed Panel Line y,o a n Top of Poropet Zo a� <br /> 0 <br /> Elev. 673.53 ion\ti` w Top of Coping > om Q_ <br /> W <br /> W �w W <br /> V) _o p W Li <br /> ToP of Exposed 5 Dom 07 <br /> t Panel Line Note: <br /> Wall location stations and offsets are referenced PROFILE BRUSH COLLEGE ROA <br /> -- -- to the front face of wall panels. <br /> Elev. 668.5 - - - - - - - - - - - - - - - - - <br /> a � <br /> Remove and Replace oo NNoo Theoretical Top of Existing and oo <br /> Unsuitable Material NN NN Leveling Pad finish Grade of a a <br /> m Q, ^^ ^^ Front Face of Wall v v <br /> qj qjlow Lo LD LDW rn 69'-0" <br /> LO Lo = o Q, N WEST WALL ELEVATION - FRONT FACE <br /> See S.N. 058-9202 0 ;; J C W W m a W W 374'-8"(Measured Alon Front Face of Wall Panel) <br /> ww m <br /> o a o �:T c�c`n m N C g n v v <br /> O W LU c�b c LD O O . C�ca Lo O <br /> 1:1: rn A W N Lb o D .c r 1 `o .t a Brid a Superstructure <br /> D <br /> oo o N n m d c° W ° n S.N. 058 9202 <br /> O yy T �,oe ;*h6 �, wL�`^ WLR Ln <br /> o � Luigi �� ^� ^� c �, wl� HIGHWAY CLASSIFICATION <br /> in W 1-0d e¢> e ae v W N �' W 3°c F.A.U. Rte. 7448 - Brush College Road W�, o <br /> �d � W h40 Bicycle Railing � <br /> c <br /> Functional Class: Urban Minor ArterialO a <br /> W Top of Coping � c o z <br /> � ADT: 13,900(2010), 18,950(2035) <br /> o W N o Q o o o,' m�o Directional Split: 50:50 <br /> V) W m h o m^ In o N o ADTT: 7.4% <br /> C' o c o mo DHV: 1900(2035) <br /> o^ ^y <br /> d W d W Nae oL'i LID w Exist. Grade & Design Speed: 40 m.p.h. <br /> in i-W W "Lu o W Finish Grade PosTwo-Wayted dTraffic35 P h <br /> rLrr[LntiW - <br /> Top of Exposed E/ev. 668.5 DESIGN SPECIFICATIONS <br /> Panel Line 2012 AASHTO LRFD Bridge Design <br /> _ F� oo go Specifications, 6th Edition <br /> Elev. 668.5 - - -- - - _ _ vv Theoretical Top of Qa with 2013 Interims <br /> _ low Leveling Pod low <br /> low <br /> Ln� L.C3 C�2 Ln - - - _ _ _ _ _ _ - - oo DESIGN STRESSES <br /> Theoretical Top of oo <br /> lir 00 mm FIELD UNITS <br /> 0o Leveling Pod Lo10 Existing and NN NN oo WW <br /> WW <br /> o Finish Grade of o;� o 0 <br /> PP LDS �e �� � � f,= 3,500 psi <br /> low n ,� Front Face of Wall Low eko ac`s fY = 60,000 psi(reinforcement) <br /> O <br /> P N WW , WW <br /> LdD <br /> co O <br /> h <br /> PRECAST UNITS W WWW <br /> W` W Lu <br /> CEAST ELEVATION FRONT FAfc 4,500 psi(Precast <br /> Panels) <br /> _ ': tete36 6 ut ofu <br /> CCD CD <br /> n w C W� Limits of Reinforced Soil o ?? d h U c x c ABUTMENT ELEVATION FRONT FACE <br /> ok c Kink Po./ Kink PI./ Li c ,�c in LU Ln WLi <br /> W P.C. Sto. 6503.85 N P T P Moss and Embankment ^Lu ^W i <br /> 29.25'Lt. Sto. 66.86.22 Begin USE Wall <br /> R <br /> Kink Pt./ <br /> Sto. 700-00.00 E. Harrison Ave. _ <br /> m Iz's 6.25'Lt. ^ Slo. 6900.00 <br /> Sta. 6498.89 _ P.T. Sto. 6809.70 36.25'Lt. Sto. 6929.18 Brush College Rd. <br /> 36.25'L1. <br /> 29.25'Lt. 6c T7 7T TT 7T TT TT TT 7T 7T TT 77 TT TT 7T TT TT TT TT TT 7T TT YT South Woll <br /> 0 T T T <br /> h __ R3E 3RD P.M. <br /> 8"San.s. S.N. 058 W003 <br /> �������- <br /> ° 24"S.S. -`3a's Fories Parkway Bridge <br /> a <br /> �- - - -_ __ _ S.N. 058-9202 <br /> _00 4' <br /> y Z,, $.$ , ra .D.W. <br /> Proposed <br /> - '-' y ��16 g• fl Structure <br /> 6 5 <br /> 24"S.S. 24"24"-- <br /> \ o <br /> Q <br /> - - -- O - - __ ter• Z N rth Il <br /> -�--f�=--+ G !" 2" G 2" 0 WO FAR 5 PA NWAY Z <br /> �fii I to L _ _ KEY PLAN S.N. 058-WO04 N <br /> T T T 7 y II T- w <br /> ,.0 IO�Y $� 8 <br /> Exist. Pvmf. o �a yl' G 4" G 4" d:^v 4"r <br /> (To Be Removed) ° I I p - s7• <br /> Exist. R.O.W. " ti r PROP. CURVE BRUSH-7 PROP. CURVE BRUSH-8 WILLIA <br /> T T c r c G T r aTT� i BRUSH COLLEGE RD. BRUSH COLLEGE RD. <br /> _Abut. Prop. LOCATION SKETCH <br /> C Brg. N. I ` R.O.W. i / <br /> PI STA. = 66+01.57 PI STA. = 67+40.17 <br /> Sfo. 6502.39 ' � � 4 = 9° 27' 19" (RT) A = 9° 33' 50" (LT) <br /> Radius = 885'-02"(F.F.) r I D = 6° 51' 42" D = 6° 51' 42" <br /> Sto. 64.98.89 ^ Kink Pt./ Y R = 835.00' R = 835.00' GENERAL PLAN <br /> Bk. N Abuf. 39.75'RL ° P.T. Sfa. 68.09.70 �" °r T = 69.06' T = 69.85' FAU 7448 (BRUSH COLLEGE ROAD <br /> Sto. 6504.18 Kink Pt. ¢ E. Harrison St. <br /> 0 50.04'Rt. r L = 137.80' L = 139.38' <br /> Sta. 65' 3.85 �o Kink Pt./ �` mr OVER PARIES PARKWAY <br /> 39.75'R. P.T. & P.C. Kink Pt. E = 2.85' E = 2.92' <br /> h MACON COUNTY <br /> Kink Pt./ Sto. 6654.35 Sto. 6851.59 End of USE Wall S.E. RUN = N/A S.E. RUN = N/A z P.C. Sto. 65.42.98 49.77'Lt. 50.04'Rt. Sto. 68+73.29 P.C. STA. = 65+32.52 P.C. STA. = 66+70.32 STA' 69+00.00 LTTO STA68+73.29 RT. <br /> IG 45.94'Rt. PLAN 64.67'Rf. P.T. STA. = 66+70.32 P.T. STA. = 68+09.70 STRUCTURE NO. 058-W004 <br /> USER NAME = DESIGNED - DCS REVISED I <br /> F.A.U. SECTION COUNTY IOTAS SHEET <br /> CHECKED - KWB REVISED STATE OF ILLINOIS 7448 09-00933-00-BR MACON <br /> PLD7 SCALE DRAWN - DCS REVISED DEPARTMENT OF TRANSPORTATION CONTRACT No. <br /> PLDT DATE = CHECKED - KWB REVISED <br /> SHEET N0. 1 OF 2 SHEETS ILLINOIS FED.AID PROJECT <br />