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Hazel Dell Parkway Bridge over Blue Woods Creek
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'..'YT=,W -. ...e 3 ... .f n... ,...-.. �, .. _ .. .....�......: i. .. .. ., .. f:^;F_M. ”. .:. •9:uxtV,'aB. .,. 4 ?1L - .. ., a .. . .. _ .. � ... ,.. ... .. ...... ... ... a.. ;. � ..... .. ,. i�Y�t x.:!9ti'... n..;:4..i�:.Mr^,yt °*:,.e.94>SB EIi. .r.v .r . _ L:4MIY6:+ ... -.. ....*"::: ..rt..hii..:riA-• n.Y:-� .f Y'.". ., , . . 59'-101/4 4'-11 1 F%16 a I � j I / Skew Win „All 6.. 6" l Sp��, tea 1' Max. ' c)r 814 6' 6 b 6 10' 10 / _ n (TYp, 41,)7b 1,r 408h; 'Spa.` / or C JF j 1 i ri A & I I Point - I:It r Joint A„ � �I _6 c-r 4 Bent & 2 b nt & Bearin p ) A � I I I / i I I I I l � � � � �.�((\ I �� � � �- �- �� w� ��l, •��� a �.an +a �- � 1 -, � e>` � I �- �.fgqi,,ttC_'I tie(.,tIoII�L �ADCni & I not Face VY�,i�l ` -I 1 �,l� _.«..�.�,w_.n ) ', �_... ..,...,...._...._........mw...�..........:.w.-._� �` �i .. .>....w.w�. ...._....:.....: ....-.m.,,..m.....w,_..er.,... .._......................._....�».._ 1 �.. /�' _..._.rn.a...v._...........m..., ...__........._.....,...___m..,._.-„....,..w.,-...-n w._._.-� �,� .�.....n..�.......,..,._,._.._...._..._......_..s..,«_........_.....,..,.m.-...._.r.�._....,Y.m+...v....� �._ _ / � /! / WOW 3"x10"' K:��� Constr. .:.,�nt ( � � ......�.�. i I I 2 1 �� � I � B /� -!-� _--- � Anchor � � 409b r� -�' % - � MK-API 11; / ',' 6 7' 11 6 1 'lo i I I 7/„ 2 Cop• � _ � / Bearn I lo. 4 _�.B. _. 4_ ,3earn No. 3 S B.i_. / ► Hoorn No 2 S,B.l-. � � Burn .vu. 1 S B.L. � i r % I:?t=om, No. 9 N.B.L. �- BeCjn, N'�) 10 N.B.L, � Beam No. 7 N.B.L. ,� ; �_ Beam No. 8 N.B.L. - �. 4 ,,, - 54'-3 i I � � I � 2'-3 4 Spa. 4 12'-8 l4:= 50-9 5 -13/4 1 3' 111/ I 1 � f Bridge Seat Elevations BENT N S. B. L. CAS PLAN Cream No. 1 1 ? 3 4 5 6 7 8 9 10 _ Bent No 1 '� B ! x'37.41 73 F;r; (�L r '� �J 7 Bent No. 2 N .B.L. Sa, cie By 180 Rotation, Except As Noted _ -_ _ ' - 1 _ i 8.4J Bent No.2 IN.H.1- - ! 738." 1 I - J8 7 38.,"1 7,38, � ;37 r)� /37«6? I i ,�1L: i_F_ _ _ - Hatched Portion Ot End Bent -10 Be Poured Wil ` upHr 1ructure. _,....gym®._....«........ ..« ,...... .._.._,._..,.s..�.�...« i � J !f w V ' / �� I / � ✓�I /'�� / // � � / / ( /` I I� // j� / / / �i� / / %/ i �j� I / � / /� / /�/ �'/ // // % /x i I / . l / L J) � .�.` / � /✓ 46 /'i / // / /�/ / ^i ✓�y��'/I/ �/ / // /i r/ j�/ X i ..(( / i / / A / f � -a�.,,.i.�. _ /� ► _ _ _. y C f / 7-407b UI} #9 Lars, 5po Cq) 5-0 Max.) - ► Pour No, 1 - - I -- - - - -. ---- -63- 4b f it _-.. _...__- � _ _... .- /6-407b --- �, ► �. } _,� I �..,I I -+ j I -i _ _ -_ i i i + - ► __ _ __ _ -i - i - �. + ►. _ - ; -- _ _ _ r _ _ u ---�+, END BENT DETAILS L► I I I i i I I � � I I ! I I i ! � 1 � I ! ( I I { � ii i I 1 1 F -- f I �i I _ f _ 1 ✓ I- __ _ _-. F r- 1- � L_ � �. _ I___ __ _---I - I_ _ _ _ -i - I __...----- ' ._. _ _ __1.-----_ I _ - - -- 1t--_--+ —I i• I Roitom Cap -3-#4x5 -,3 i0 €9 :.53'-(> El 54.41 Rent o t,unstr. Join, E I � ' " 4 i Wd- 4 Holt' r�9y,� 6. Rent No. In Step 5- x26'-9 1��- ',,,. ' 6 - r� 1 � - � a '� CITY OF CARREL i tt i )!' Min, f ap) In `_-step (4 �1 gip, 2�"rt A_ 4 Lott ) !irruX� S,r,„�,��ng ;' � i11 r4 9` ; 9” 4 p�1. � ' ` I, ra(-,e .� `� ',,,_, (T-3 Mlr,. Lap) fvi�i"E.S 1'-0 Max 3'-2 For r i for cirlg k Q►. is ot ;E;a; Br i,_1gP StCr.d,::r d �_.i, ♦ _ C,ALE . - 3; "- 1'-0, Uri less 11,-A DATA BENT NO -I S. B. L. ELEVATION 111 r� rlf�rci,,� =,ttel r. u ,;y �te,�, r !J®r.A I°T`T E a.7 F O R, APPROVAL 4/�O Arich(�.r pl< t(,, ,C_� 5: �I .if CiIE� r:oncret�. `` � � STA :� B 18o Rotation, Ex Bent No. N .B.L. Stir-rye y Except As Noted < t ii s S c ,. a )It ,, �,:� ��r�:,���liNC: - ��� C13 S1i E1 . - 7 of 30 No. For wing� Ue�uli t,t tl( i _ / orA B, �." i_lip l 1, _ ,�l h _ -- Q sand 1-311 _�. ,� �terals, � -. P. Yvl, q C:� . 4=�R�?�iE T ' - = So3o GF-`:IGMEp f nr�?`)}�1-? ' 'Ci DAi) �1 'Sllt�� 7 -� �� STATE OF r I' r� r r;, '< DRAWN { Er 11:?!'i� C M f` 4 r"{�lry l FOP � flirlc LI�Jf�, 'F? j�� +/I X, CiN I F�.A� N<J _ G~ F I *_. .._: _.. i-4 7mlite . co Pride No. 250 If r r r a � � n 1�x-v.raw. s.a.rwa+"s�.c. ., rwnawwua�.....+• w.a awwmnU. r .....,. _-___ _ _. -. � ,,_.. ., r a.. . .... s.a.e.s«. - .., n.,.' .v:a s .,>*a,.. ,.r ,. ,.. _ ., ,»..,_ ,,.. ,-., u.r r . e,,. .. _ _ 1 s .w *r w:u.ec r>e� c, r . a � x v� .. o-snr• ..»waw.:._: , ,. ._.., ,,. r+rseeoan+au. we�rrteaa»�.• .we v.�xre...r r.,,., � n,-x-..-...x+ k,. ,..m.'A .vw:�c.,.x+.s. �ensw4a .., w. ..c .. . - ti, �• ��. .. a,r63' �!i C ._+” n-,*":d4,xM+Frt.N1Ri-.m....v ...v ..•.r+w».,,, ... «. .•..aK 'fTPN.n .W b' .'�,(.-N:-. ....♦1 .�w,�MM#wtli3O.� ,•. • ^._. • ..4�,.uw.:,rin.'c,l.-..H+>�,'f'fn,.+.*'Kiwee.r,e#w^ .W's.',SMna1p+.+ww^..... .. +,.r�:.ar..+:yf..^ix+HwamP%M�'.R.,^ `':,w::.>n,..Way...0e�a+L �W�'......y-Nf.,.Y..iRY'r•FIAi3RNF1'194i1Y1i�141T:MYRiax'v��AFR�t.. - .. A"i etF,Y:M1.v:F.:. ::'kdAS,ut�!:'F`�.�::'f=:44194{L,..: •.:'+1L!.:. I)`NL Fir E: C: L [Tjt,�rsection�_ Bent 28-407b F*A Front Fnce Wing 2'-6 TY -A r-,I:--NT N ' . 1 N . r J, CAP PLAN L 1:5 - 0 Sari ie If FM. BENT 1.) 1"' 1 V. in 41 Ob M:,) " 'T F "ARM J-1 ON BENT NO. 1 N . B . 1 J, e IN DRA'WN __�ff 4/1�,]97_ c,,,,D __ q IRACED 59'__101/4 -if- 115/16 1'-11114 12 F_,o. '0 4'-8 = 56'-0 (Pile Spacing) V-11 Skew 15" Lt. f_4 Wing "A Or 11C11 T I" Open joint In wf)t k Poirit Intcr i.,,Alon 4 9, e 1 F In c c,,3`.� i �Berit & Bent & Pile (Typ V-6 JI I! A P.F. P'S I I, e S Front Face W';,),-j Constr. 1 !i, u,,3ed Concrete Piles I— I F 1-Y-14"O Stec t- - ri Beariny Driven Io 5', kl'lnimur 54'-3 0 / 2'_3/2 BENT NO. 1 S. B , L. PILING PLAN 0 - e By 180 Rotati Fxcept. As Noted Bent No. 2 N. B.L. Sat on J1_4 2 @..`4 -Zl '/4 Skew 0 Lt. 54'- Wing "B Or "D" 14� -- Line & n t 1 Opet-I Joi I 4"16 Steel Encased Bent Concrete Pile (Typ.) 10 Piles R.F. YxIO" Keyway Constr. Joint I? J _ _. _._.._. _, .__�.�.__ _ r._ .v..... . . _ _.___ ____..._ � _,. _ . _�__M _ m�_ __ _ ____.., �-�- END BENT DETAILS F.F. 7 13-14"0. I)teel Encased Concrete Piles Point Dr'ver To Ton Minlrnu,n Bearin- Intersection _)n i3 en f I t er Bent & & Fr,,,rt i j,"e Wlt;g Line "A" CITY OF CARMEL i'_ 10 BENT NO. 1 N . B. L. PILING PLAN Bent No. 2 S.B.L. Same By 1800 Rotation , Except As Noted SCALE V-0, Urfle,3s Noted DATE June 30, 1997 NOIES. SUBMITTED FOR APPROVAL A. Fot reirifurcinq Liar rotes, See Bridgle 4 j C,13 --iEET 9 0 F 30 Tor (_iddit'onal deti-As arid Bill Of Mats viol! see Drowing C8. DPAWli' ('7 St No. PROJECT: - 880305 fr — ------ STATE OF 2 3 M /97 77 P 4 5 197 DAD 4�_ CONTRA(-.'T NO. DESiGNEID L J1E 4/29/q7 DRAWN-------- C-11c, R- R11 F)G E F'I 1-E': - irlormiltor 11-lVdge, No. 250 TRACED 0AG FILE PLOT bcAll: 1:3L.QCG P:OT(A 4-,,N: 0-(:(;,O 0_U BILL 0 AERIAL a 'I, c) rr3ENT NO. 1 (BENT NO. 2 SAME) 141,11 —0 J 407b x 4' C_P(_i,:`,j CC,,_Jitid F -,in Or f J, c`ize And IL Mark 2'-8 #9 NOTE Hatched Portion Of End Bent To I 6 0 5tj 4� -structure. Be Poured With Super A 1_0 X/ 604b x 10 605b x 8 type IV 604b Concrete I -Beorn A) X > :> 10 605b 'A 408b x 6'-- 2 4 # #6 "B" Borrow For �; I,� � j ,� %; / j- /� ,-d ! - 1 # Structure Backfill 3" Burrow For 4 -6- 4 _11 40 Constr. Joint 2"xd Keyway Cons & tr. Joint Between Becjrn!� A// W�b 4— - _Z Anchor i i on p #4 I-Bear,! Tvpe 1V i #4 4.0 9 b x 41- 6 #4 (D 4 J L) 408b 0 t e y P e V t d V� 41 Ob x 5)1-6 T F i- v C c. Conm Ite I(HU1 If" 0 0 1111<L) cete F.F. > E i 2"xl/❑ v I 16 R.F . "o A" Er i,d�D- us In uL _,Pool- 11,j. �4 I m E \/P,) Pour N 2 y f R.F. I I (P i �1) I J, F.F. 2" C1 Find •Nt:lded Sudc; (Typ.) 1__ Bear;inc Be(Iring 1,12, S I i m 5/it L t I r --AP 1 --------- Arichor An,.�hur 1 hr C�l 407b --407b E3 r 1 d P F!�'O L Bridge Seat C) I 604b 2?6 17)'Ile��, Stt-.el S I t ;1 0,Z,5 M rl Pile And Y_ I j B e a r.;n g U Li 1 icknf S 'X 'R o 7\'i ni 0 U U 0 00 1 END VIEW An"J!-or Plnte lv:, Ai - 1 SIDE VIEW 6" her f. C,P. Pipe 6" Perf. C.P. Pipe 14 0 S t el Ln(_� 14"0 Steel Fn( ased Concrete PIles C On C, e e s 1, M #9 2" "N' JIJ t I n) Bent,Bent Piles & S:5x/�1:71 And Piles Rearing 6 x: J 1'-6 3'-0 r. SECTI ON B - B ELEVATION SEC�fION A- A -p 1r, 1 , t 1 1 1') PLA�l V B E A R ! N G A .�EM B ' DETAILS N, t ( 20 Requir(:.td ' i o v�4 c 17'- 17'-3 A P I— ing ANCHOR PLA E 3" 17 Spa. V-0 Max. F-1. /44.40 Winq "D El, 7 4 i� 5 "I'Vi I '1 -7 ing "A" j! E Z�l.1 11 W* 1/1.4'. W R 744.20 Wing "All i r 7 15 v in() 4 1 "C" LL 744.40 Wing C C All rr. J E or i if A H _'645A, 6 36-#5 x 9'- iF c c) i (18 Each Fo(.e-) 0) i Q) iz __ I 01 c) 0 0C C-) 1 ETA I L 0 BEN "F D - 49 L 0) (3) IIII C [301 In q L E Bi Wing FL /34�4'11 YV in �S WING 1113" S�F T 10 N P- C A El. 734.41 Wing "A" Wing "C" WI NG "All F� El. 734.62 CC! Wing Except. As Noted Wing "C" Same Except As Noted T o, Scalc- 3J8"= N Ak ff -IR A i 4 1, DE" IGNEDMSP_4/1V97 ""WD __D.AI)_ 4j28/9-7 I D".F L DRAWN __JEE 4 1519 7-- CWD A-SP-4/30/97-- TRACED C*K'D GWG FILE: C:\9/1\262\97262839 1.1 1 nrn _J Skew 2'1" Lt. 6'o q 61/2 4 l 1'-1074 i"0 11 1 e s 1"0 [doles, Interior Peorns 3/4'o Threaded Inserts, EOte-rlcr neorns. --------- 410 X 411 (E) T- 14 Ii4,21 PLAN _ _ l"lo S,1-a I e Bearing Arid Piles 8T_ 3- 1/z'Ox4" End Welded Studs 3" 10 spa. (0 9" 36 r n. # z" 0 Max. 1 0 Ir(j. 9" 0o Be Cast In Bearns) i _i�' ("tirrup Spa. 410 & 411) Each Beam 7'-6, -6 /�'Vx4" End O Wt�Wed Sbid� .0 Ci #6 (Full Length) Ln (To Re Ca�;t In Bearns) 6 2 Each Beam 3" 0 0 0 0 6 Strand's To Be 'Strit Up By Manuf�.-jcturrr Without The Of i ieol BEAM END DETAILS (Typ. Each F.nd) C�cale 1 112"=- 1'-o 1110 (-1pe'JA Lo i-ax t . 0 -0 0 QD col tl 2" Pcldius ELEVATI ON 4.. ! NOJES Nu `cafe See Bridqe Standard PR10 for tolerances for fabrlc':,,�J,Ji; of pre-:tress;-,,J See Bridge Standard Cl for rein f(-,r,,-.,in y Lar notes, The prestressed beams shall be cost a !ninlryium of 15, dov .)rfuie deck is poured. while Beams are to L)1- supported at bearing points while ,cored n f! 8- ttansporting to the job site. 411 Top of beams are to be scored transversely at 3" centers with pointed 3 Debond 2 'Ji-orlds The cost of 3U'0 threaded dowels, 4'0 threaded inserts, _�Purl 160 end welded studs, 1/1' plate, bearing assemblies, finish on outside fore of S-0 At Mid exterior beams, sealer on top of beams and prestressed I-hearns st,(,,�r)ds to be included in the lump sum cost of "Concrete Structurtil Members". - 2-#6 (Full Length) The concrete strength shall be 6,000 psi minimurn at release and 410 7,000 psi minimui-n at 28 days, 1/10 (270 ksi) Special Lo-Lax Strands to be pulled to 33,820 lbs. each. 2 Area of strand = 0.167 in. 6-1 Prestressed Concrete 1--Bearn Type IV RESIDUAL CAMBER TABLE (E) Indicates epoxy coated reinforcing steel, Debond 4 Strands 2 Str-cinds Debond 4. S!tc�in�'s Initial Beam 'amber 2 10 0, To S Fron) 1: ci!"ll-i F ri(I GI lo 6' FrOM F-ach End 'trap At Each End E Superimposed Dead Load Deflection '/16" 8 Strands Residual Carriber 15/16 L o o Initial Beam Comber equals upward deflection fion-, -d deflection from! 7 prestressing f0i -.e n is downward BEAM DETAILS 12 Str,.inds dead load of in inches. Debond 4 0' To 12' From Ea, r, 1-nd 2 'Ji-ands L'')t-hcoid 2 Strands 1-ach Lnd c. I)' From Each End SECTI ON SHOWING CITY OF CARREL REINFORCING I-I AMILTON COUNTY, INDIANA TYPICAL SECTION DEBONDINC DETAIL Cale- SCALE : - As t,\Joted DATE June IYY7 )/ 0— 111- 0 !, r i Scale- /4 sccle- 1,- 0 SUBMITTED FOR APPROVAL A T E J C 9 C13 I f E'T 1 ] C)F 3 0 DR,AW�NC: - No. PROJECT,— 880305 Di,-._SlC',kJFD _)p /97 STATE OF X JEF. 4/9/'-),' 4P,:;/q-! CONTRACT NO, '�';"Q/0NX_ye NAY B R I D`E F1 LE: - 1-larnilton 17 L:LC rl 0:OR:Gft 0.00.0,0,� g 31/4" NOTE Al S'P(1� @ 5 34 < -hading Indicates Limits Of In F4A i( S1�i b) # F/p.-_Atided Polystyrene. 3" 118 5FI. (4 9` 8 11, In Sidewcl[�/Rike paih) 3" Spt . "0 6 V1 , T(j, 415(1, 416o & 4! /ci /1'O, Drain Hoie '_f yp.,! V Ln 0 0 0 0 0 X CD 4 U V N or -0 V 0 C 4-15 0 :7 8w- #4 x y 6 ilk/L`il, P jtl!) ;I I es, 4 Py "r 0 r i.� I 0 X L� > x C'I M Cj 0- L J ! ewVV oCc) \V1 Four N'b.Lf) 2 e. P 4 vM I r i C, 89- #4x10'-() X • T- "Ji,__�n Joint Bent No- 1 1' 8 Wn. L,!p `#4 -lop) V-8 Ik6l. 1�np zl� 0P) Line "A" & - ------ 2'-0 Min- 1�np (#5 Bottom) -0 mirl. Lcip (P�115 5 Bo I tu,�r i A 88 Spa. C Mox. 87'-111/2 (Spo. #4 In Vmdfion Cijrb) 59 Spa. 4 1'-6 Max_ = 87'-11'/2 (Spa, 41 4(j) v- 1 86'-3 -51/2 O. To O. Bridge Flow ii J PLAN S. B . L. SUPER l-RUCT R E µT'P ILS u. LC) (N .B.L. Same By 1800 Rotation ' c7 C), (D C�l N I I` 1 Bent No. y Ben t N o.2 F(-,r- reWfor,cing h(jr noLes, A,11 relniurcing steel to b,� �)xy FIMAILTON COUNTY, INDIANA 3'-1 1:2 8 sSpa. 4 10'-0--- 80'-0 CA IL E : o di,,Aulls owl uli b'r R a; i-g Detail s, s v4 i,:;! C 1, 6 tl i_T E: /I.f tjto wiH be furri:�Jied up�,: t, i \N; I C 0 F _E DEAD LOAD DEFLECTION DIAGRAM (FT. ) CONCRE1 i No. h- controctor rin., No `-_3ccle y e fo,��; ct R'0 E C "80, DESIGNED VS --,r I t r cor crete deck porels 'r, 'eu cif P _41�V97C-K-D --DAD, 4/23/97 i N 0, DRAWN___.JEE4/9,/9_7 CWD _M'P_4j3Qj Sce, Fit'dige 'hqnd,�,,rd C 'n't 97 A TRACED CWD F o )es;.,-,-n Data, see ;Pkurl, r 'L F',3 1 1 ID G IL F_ I y t, z u N'A L DWG FILE: C:\97\262\97262804 SPEL CHK' PLOT SCALE: 1:64.MG - ';A r[ L PLOT ORIGIN: 0.00,0.00 rjI 3Y: _. ...- ..,. ... .. .—...-�,,,s-, . . .. r .... .. v. :...a. + ..:;:.n .. ..... ,... Y'i!SM1SrY.^.ilF:f�,..�.,.C_...nt..KaSS`.�Ml�.b"I�.s'.?,f�iP.A4�T48'%1Y14Y F®,,..•.1° F�1,rb��"a'Y/mw,cn�.i:. "�:usdR914�/� �v,.� . me _. ._.._. :.. ..,.. ..... � ., ,.- ....s.. .,, ,. .. ...... . .. �,..., .,... .. ,.4 ..,, _ -•ar3ac.:�.y�,r :mr�..,. ,n '>sa,_.- �_.....,,.ro;exaawea+�,+r.so- ,,:..��.. s..,..._.xwwr:•m�ws ,. .s,.,,.a..;....r. � � rcwn..�si.u+z:N.w .,�.... .....a,yi.,,^s�..,.,�...°.. n Y34(. .f�P'.�ii.dr4*R.,^.1,....-.�dwrs_ffl :4'J,..1 6dusSSYn•.�'9_:"'Trt..F4.w.H4MY .:�lfgS.".IIeu'(4'�'...w W�».]AC ,B......v i...r �. �... WP,Y F=x,:R^'�,..N,-.. ,:�.:.'e/•s •.:..,rr!;-.,,,u.ayw+.�Sa-:M.. .R?:�#k`q......�w...,.t?,..•."R.�N:.,.. ..-..+.... .dr.aN?.-<3'=�»4�^..W�/t..� ...X,.3.�.ua....".YA�dT�v. ._.3.!.'E' tW:4� #k>aPF:M1`. WC13P ... ,. k: 5 43-603a F.F. (Spa. w/ #6x5'-0) 63-604a R.F. (Spa. w/ 602b) k_ i �i I- 4-#7x2'-6 ----- 8-#6x10'-6 ---- 10-#6x9'-0 Y (Between Beams, Lap w/ #6x9'-0 (2 Each Beam, 5 Beams) 12-#7x31 -6 ( ) _____ # (- )� 4-#7x2'-6 6 Lines, 2_ Each Line I - 16- 7x10-3 F.F. Constr. Joint Thra�Igh Beams, 2 Each Beam Spa.) ('_ Lines R.F., 1 Line U.) (4 Each Beare Space, (4'-3 Min, Lap) 4 S m Spaces Between Beams)� Constr. Joint -- ° -- Keyway Constr. Joint-- A �- _. _ _ I I I{ Y 7-- 1 ( 1 — -- 1 , � �' � T° I , , { I , I Wing A - Bent No. 1 -#7X'2' (1 �_+lcl-I Wing C - Bent No. 2 rna) BENT NO. 1 S. B . L. El-EVATI ON Bent No, 2 N.B. L. Serve By 1800 R cJation a 43 I , 12 1 ;� -h � I [ , - .,puc. �� + , , r :/f �r�l�r, =_I I FIf(�f' , _i.]i.l w, r t Min 1 r i, t IIirY_.u;jn r3ez�nr ��_ L-u: I.F� A B I � I I w, , ,Ir / w . I y _ / � i� t / / ,i ✓ / I / / ,�! / ! I % ,,i % 'Y / r �rl' /�� �� i � ! ! �r; r /j ,� ' � � 1/ �' /I � '/� /r ��' I /! ,/1/" r!r / ,/� � 'r I � / ! ��I r1��/ '/� 1; r ! 4i j. I I ;" ! ; ! I I B i T J SUPERSTRUCTURE DETAILS LS 1 ' Wing B - Bent No. 1 Win D - Bent No. 2 NOTE: 5-#7x2-6 batched Port To on U f r.:nd Bent (1 Each Beam, 0c Poured Witrl �;uh tructl_Ire. 5 Beams) BENT NO. 2 S. B. L. ELEVATION o CITY OF CARMEL Bent. No. 1 N.B.L. Some B Y 180 Rotation NOTES: For reir'fot cir+g bar notes, see Pridye Stondard "l. SCALE : - '/8"- 1'-0, Unless Noted DATE : - June 30), 1,997 All reinforcing steel to be coated. SUBMITTED F 0R APPROVAL � Aril/��, Fur additional details and Bill Of Materials ;e,�. Ornwiny C13. ���4`--o,0�rFR�� DRAWING: - C11 OF C13 SHEET:- 13 OF 30 - No. a PROJECT: - M�f15/97 - QAp 12317 CONTRACT NO. ti DESIGNED __ C 'K'D —_ _ S1AlE OF Dr a�vN JEF 4/15/97 c'K'D MSP 4130197 - t- �. ���� Np19�H , �. ... ..... BRIDGE = I LE. - Hamilton Co. Bridge No. 250 '% TONAL �- �•` TRHC;ED --- _ _____._ G'K'p .. .. .... ....... _... �.: .v, - -.e.., -' F' uif!JW!YLF,Sk,:fs"3:Aw-^?M. uCINl+� I�iv.. GYNF:.�c-_M.Yl2G�f11Y4 RSCt11R6 ai2R,N.S!b�9�i3 LLRIMS:PMf 1:51f1M1'6'..t..r,.1Y1Ti,^A1igl� k'i➢FS:dIICY'IINS.f,L!i.]Gi5!1�81�1W: ,,..' 'YJC':FitMC'NS(C'deT :FA3:4NGb3m?:ilR�f.4:iNMgplll�ieti`6 ZRI�U iA6Y45iAkT+1a'F .'�HR�5N=9RTR�'SF!Yrv{tiffiYMl�osi"4:..,FE.9i: 1lfMlA'�fiN�ii_ TLL�:l' �.Rtl 1kW"�Il�i•.+,i:K3:LLVFiAFp6C14Ax4 sR V:i...E..C[...,y^.Y@.?.3k..RaetB,dipva-?ti1Yf8,.L49P_?Y,._.pPY ,,Mt.Wbq::M�MiYC,Yi lPifl° '49AM1v.,aARt`+AElil?4, 1 DWG FILE: C.A37\262\9726.2873 "TL;LCNK_ Pt 01 SCALE: 1:32.000 FGi?OAT: 36i 2 i�i i" PLO I-ORIGIN: 0.00,4.00 3y: ':'& 91! 1 .Y�FFJMI4£d.`. 1s�s..:1 G•E3SE'!CL.,.t�...9n45 e.d..r...2Y?POI!.1P�%1i'�L:.2Y¢:,.�PXl4a&k.ii.CilR+'i fM kiiM1:�m-h^fa_+SWFRh.+•.4A4k."e�,.... .i.. ,..^R.- _A.H.dStF.Yffiff...._kP'. W. ..rt ..�..:M.ART.fCYi!0F3'.\ x3. ... _ .:.lWx� aw.w. C!Y ..., .... MA.. _. N..... +W "" 1. I 29'-10'/4 28'- i 3/4 1 8 Spa. @ 1'-6 - 27'-0 �`-7�/L { �/' 1 % ; !. (4 1`--6 < .,' 6 - 1 ;>>i;lV 7l/ - _ _ 18 0 _ 1 z' r r ' I 1 4 ; i i „ I +� . Gil 3;1 6r T 5Q)a S a 6 _l ). Jl�! 6 r 5 3/4, j 91� �_ lt z Open I r �;pr�n joint - 1i I I ,int - - 6-#7x7)2'-9 r L.(td End Of Bridge -- II I �°� � span Pilaster -�- � (� spun F� Ia� +,F�r (2 Lin s, 3 Each Line) Railing transition I ��' r?c;iilrr i tiun - I�, Mln. Lap) I I I I I I � I I I I I i I I I r I j I r I i i �i i I I .II i I � I 19 ! I I �I III I I i I I i i li I I c II i i I li I :i ii I J' I , �,' , ,.i 'I j li i I r I I I I I I II II , � R I U I v �i J I : '� I � I I. � l ,. ._.. __ ( � �� __ it � li 4• I I � � 1 I L l I � : �, i. � o. I I I � .:�. i� � � �: a � .i i i I i � .I n � r l ,I .I � � � �� I � u. I .. � � I � � i i n � � � �i 1 l u : i� i�: l �, i ,i ,�� �.i it � � � a , I i � 1. ,I � � ��I �I I � �� I� � I � �: I' � I I: I I � ,� � I I li� , � I ,� i I I I I I. I I I� j I I .I j ,. I I I I � I � I I � I I � I i li 'I li I I I' i' I, ICI I I l' I i �,j� 11 I I 'I I. n I I I" Ili � I I � C l i I• ��; : I, I I jl III �i III I I , ��� li _ l I,� u i j _ � �r I i _ � .I Ill ,, i I: i �it . , ,� �� i I I �_ �. � i ti, � I 1_ Il, � �r �'1 �'' _,I 'U l--' J l �I �._ � �� � •,I �. . .�- . 1 �- !li w � � �: � �- � � ✓ •. � � � ,� P. �- E, t�x31'-6 I (2 Lin 5 Ea:_-h line) 2 Min. Lap) ( z 1 8 Spa. 19" M X. l:r 119-504a 4` ELEVATI ON w i 1 B 1 (� 2" Coping 1`-0 21' Coping I 7 � I I _. 1t 71, 1 _ r j TP� (Con;inUOIJS) I I ^� 4 j f i �Notch li z,' (won"I lUC.aS) i r 0 YP ) 1 N C I j I , Yr i I i l I ' I I I - 1 Y 11 I Yl C, „ or B J -� / I . ..1 rut) w, , ) 1"'H FI-A 11- B Pi1as1, r e ! V rl ON - '1 '-'• LEVATI ON SFyl oN B- 13 SECTION c-u , vY R. V_2 I ( It ' ❑.-. -tom' r °+1. Cn•im.. to 1 9 11P2, J 7" 7" 9''/- i i . .. Coping line 1 rl 1 H 1 Cc, - t`i,fl Felni_ i ,y-r-.°_�°w-° °� Jr f elrl I ,O O �1 -`'4 C) f Vd D O r F.. Rall - - 50310 ^� `lee Notch Getail- - r yp.) This Sheet 50 10 YG-•) � SECTION A-,� SEcNI'M1oN c�-a SUPERS' TPUc�em� E C I T Y OF C Am' _... k t SPAN PILASTER D WINDOW DETAILS g 5 It r Scale: 3/4" = i1--0 `t_aie.: ..5J4 t? F D ATE i -9R/91 TTEr) C.:t� A,.F3PRiC�'�'",L A. ? L ��.=a.f�tivv: - !_ "r.- -�iJ _.L.i�'. i._i...- 141 _, X10 I Na, PROJECT': - 880305 DESIGNED _-_- -__- C'K'D ___ __._ _--_- ___.--- ��'�''+' � } R /� { P 1..�i�1 V T?\ /fit.4..•~�y �a+`•� 'l_.�. �i0 Sili!C{�7' al (DRA'AN __JEE.41115/19` -M SP 1 97 TRACED — 1 FR 111 c.. r , �e kjt,^ �" C3,E s � I ,, P , i a e, w P 4 t i. ___--...,__ ... ... -. .... ... .-... .. _ ,... ..._ ,.-. ,r..� : ...- .. .,.... ... .,,.. ,., .,. ,..,.... ...., ... ....._ .,.. ,,.. ... .,..: � ..n ea,a. . .. , ...w, _a.. s.. .r m,-,. ¢-:,a._ . .�.�,x .. .._...ar,,. +,...._,-.x..vM!nor_w,�•ws*'ti�ln:+s-�eewe�rmirw.x�e„s:artaw.as _.r�✓wu. •.n .. .x.,y..a,:r.�*.ttaw��e?..r,,:�.r:,�. +.,.:;,,;,...s-.,a..,�wttczrars�+ar..+c•�•..:,e ta_....ssa.:�rtsurws°s�a•.tisa.�•r,,,+.w,wa,:r+o-.:r.-„�_. _h_.... e ....,_. a..r,,.:eu7wn r. sWN�+ .uv.:w ,..__.u... ....> .. ,W..e. ��'RIYpS:A�l�+3'•19i"' '� ....__�. �r`^i^:.ev:r+x:F0.tA'P,.Y:t.:a4[b1e.6PM91�.,.•+�u-.'%T.'r...._m....a �..J'•T..4,'uwrlFlaix..v,.,.4+.v.rFew.�n lXans^YfY..bMOTiia"'JYY➢c'SS..:Yy'.•.ridaVwmx.t wsm. .. .. �.. r-w+^�WY.N4Yf..t. a a. _. r.. emu. a 4aak'.gee4�:4P C%3.a Y•�+fYY3!' x ct.W�++.v. Yea ... .£.YNJdRii+f9RM.":d:P t....:+PS K+f L..1rM.tLCU9.5+311ID+B+Y xIM R...P`Lt WSIERIMIMtY ' DWG FILE: C:A97\252\97262'31' _.. PLO i SG.A1_F: 1:48.000 F 7`,j 9/ L PLOT M iN: 0.00,0(10 .... ... ..,.. .. ,.. ,.., «...,...;u Ck'. �,::». .': ,.: . e' :,n ,,....'. ;w:fi.:.=. ,,. ,. -.rr .r:',w't4:,58'i'v?♦ • ..,¢ sb', :Y,'�.9�a�M:ggr�, it... s.. -u ..,. afp-.'.. ti-::aFW19MC..: ...,:.a6.:Q6lFSK. ,. e. x L"5� •,2: ,a^!.F-.. t.d .,.n .x, -. ,. ..., 9. » r..h.. .. .. r ar .. t .. F :., ...,.._, x':'4::•.. _ A t e r _ one i� e„ E ( - arr_. nR 8 IL L y; ATD �I t OI m 1 C Nil! i Bu er 8 6 13 e � °` ) U In fOI�I ` '- � J , ; ?) fVUrk e , j �hrll r 1 [[..�� 1 J I 5,) (:51r..i `:f _.t.T. .'^r,x' - /1i` .; .!p ii. �f, iU 1 'V .r 10 J,lJr l<. .lt .��' (I r:.� r':. _ , 'y r• c _ r r; 4 1 4 C7 a — _ , I ,., __ a re , , � .,,. + ,._ (/� ��'y] - 9 3 - f(i I , 3 1 ,�,� �• - 1, 3 _ .5 1t) .J. Cc, 'cln. -- .)1 I - I #7 �.......� -. F I 1-7� .z j AI r 1 I 5'- — 7 I 1 C� 'L # JkE3 iitw I;' ( l�rpti ' ���I(;n) I l —�7 — � 1ti/ } t , i I j t_fri'1'tS C Line: i I I,_- t �tilrf(7c.e deal 1 P t - I ,. C?p� : I I r C J "A" n .. � it 'Ir. Jt. t r r i.,' �+ ,Y � � 1 ` y G'.1 `.� `.I ✓✓'' � 'i Jl) '(� I l�?' I Vr!. r t jj ��v • . I .'. /1 I I 1 •,.r'-/-.'..,-- " ».._.::..•. ....__,.•.,...., I _. .,_ `..`- I -r ..._� 3 �f- �=� fj L1`..503 � � S - � 0�� x � -6 fir+ i t j IS(' 413a x 7' ` r 1 '+ • 4 1 41 f1r.::ri .. �f .._ _ _� t r ,.L......_._ I, I `1U I i e it :�� r Dr' _ I 1 _S j i „ 11 a t: f l � ) __._.i.... _ ...... 1 s,.:-r l,r.. 1� ,P�:i i ,� + ., ry. Q; fir. J .-l) I r 1 rJ1 i,.{N(7 !.1c.!Wt-', ! 4 I I INTERIOR Dlr'\�•'�����C- �� 4i��a t _! _ — 1 J � , i : I �1 13 o y /� ( fr- !V l7J J)a. _4S it I ). [. 1 \i ) J /� -_ i yi �� Fiji�I �;if. .,pa. e 4 • 1'-0 Mw..2 :pa. C _ ! - U-) � � ` 4 Spa. 4 i � G 46 r 0 3r-6 1/7 IGtUI ppJ` ,v/ Q, I iC-r fete u,u - SE(-..Tl � A— A � i + I�� r. In SU ,�! �i,�f, � - � _ 604a x 11 '- 6 I F��ur �: � � 603a x 6'- 3 I r'our ���r. ; ti'��,Il_ hour No. 4 urh) L'•-aphrugrnt3 i 4 (% ' f�, Facti) 4. 1 r `1 �. „—" f tl r)ri71rClr; 1�S �'S G i 6 n r ! - # )( #4 f I # r I \, I .. ... _..�: �._..._ ..,.....w.,._...:,.mow-.__.,._...._._.,._.,_._ _ I � � I Threaded f�:r ! 'Lr:; I TI i ..a l I� , I Bar As ,ernbl 1 l , } tI7-- y � r —. -- — �� � .a _, I I ._ . '` __. _ J arry Mir, at lVic pan y _ < 1 _ ' ' � r - ��� II u�,ti. n �J r� Cn i I o 3a J I 0o c� •�, Ci i�l /. x J i ! SECTION Y— Y - { i v NO Scale 1 ` , F F 6 Betweer; cil� Q Cl. -.#6 Fhrough i - `� ) , I / ' Min. Filet ( r v \ / - _ _ _ # /i iyp ii Beams 12 I Y cam! #5r r- Bec.iis cs; o} o / — lop of ,slab I! i_LJ rCl. F. Y �"I F 1:T! �.J j Ci -- III C � ✓) I i ! � i, I (✓7 _� ' Prestressing .qtr,Jnd iii Type IV Prestressed -�! Extend 6 Strcrids III I ( �, Fillet ` 418a ( , Concrete I-Beam Top of Beam and - Varies 2 Per Bearn #7x2 6 cn 2" C1 -- m ..__�_T_.�_ ,_ _______ . _ Bottom of Fillet Bottom of Slab x8' Keyway N l I ! _ --- - --- ----- --- -- - r - - _ . - -- - - »�w � — _ --- - - - — (T Bottom of Beam �.- ) Constr. Joint Beams _Joint L__il , - � Y , ----- - �I 1 rr I -� �- f _-, _ /2 Shim ELEVATION #6x3'-o I ' / f 602b No Scale +y u iJOTE : NOTE: SECTI ON C— C - Anchor Plate r ' �� i + i Hatched Pcrt�oli O. Fred Bent '.o , IvK-AP1 Bridge seat elevations were calculated using residual beam , r, i g 9 Scale-' 3/4"=- 1'--0 Be Poured vai:rl .��,.)stucture. �,� comber (design camber and dead load deflection of slob) with R.F. ,/ / F.F. the top of beam 1/2' below the bottrirn of slab elevation at the centerline of span. I / SUPERSTRUCTURE DE TA I LS y 1 I I I I i— 14-r lnrised 4r0 Steel F ncast:d CITY OF CARMEL Co,1crft� �i!e Con retie Piln Bent, - �-� NOTF<_::: HAMiLTON COUNTY, INDIANA t I Piles r r or relid:orcing bar notes, �-Fe E,ridge Standard C1. SCALE J•" 1' (I-,' Ae(I�inc� 1 -6 � Bearing � l SCALE : - 1 f'< _= -0, Un1��:3� f,Joted DATE : - June .30, 1397 1 I i 1'-6 i 1'-6 All reintc)rcinc steel to b+� epox,, Coated. SUBMITTED FOR APPROVAL \\\\r�1p q - - �,. - 0 - >,-0 For additlunai detoils, sf,e r7rciwlnds C10, C11 and C12. e�`�dP.��Grsrfafa �F,,AV`ri G: - C13 `) C13 SIiE_E:`r:- 15 OF 30 N0. - - 1r �� SECTION A— A SECTI ON 13 - 13 PROJECT: - 8030 8 5 C/E-:It�r'� r � �r� Jl�a/< Br J 4 �' - I rfl/C LF/ �3(' car."!(� J l iri _. .ir r ! rr r 0 % STDIX% DRAWr� ,,El4 , .� l� M 4: "r i - �calt 3r4. ._ 1 _,, �C�NTRAC NC7 ,��, ._ , i� NDIAN�. 7F'.i CF ID -____ _. - __ r k r; BRIDLE F'1 L_I<: - Flarrdltorl Co. Bridge No. 250 �s,� /oN At I i r � r . :w. =:a'- a .' jr+wr-*,rrerau.rr.xr;,w„„a:..„...,.:.rs....,,,z.. ,. ,.._... ... .�:,.N..� owsv:. .'.c.v,.::a.r;,:,c*- .s. u .Lx,-.f....-m .� ✓.«.r.wea+w.x+rarww'.re�n,.:�_x,mx«-ate.s,x .,.s x+a,. x -rY ,awe.a a .., • ., «.... w,,,r, _ .sw. a . . .. -.. ..yx�es.•.s ,.'ssurrat+v-�.�s,•ra a wr .:++s++w.sr• .. r ..,-:. .. \.'-r,°+•yp°a.y„ `oNwMRY5�eM y{•rpn•p .+i..:,n.p,"y^SWbftlw,. � ,,, ,r,,.Y:'y61m:Ki!-9�C'.sVTI«'II�r»ti .+19t:�,.:gb:i�Y ,A-M_:a' , :..,n.., •a.w #flp�`ASf'w .,"�' .:'T35l:LIG.xifffi`YffYKff�J4:�t AS.."Etai`C..�4.+^:n+,a - -:a Y.i.i�4AwMT14n ..5"S_ : :•...,yyOCy :x'R:.1Q3_"l!Y'mY':)M1R3n ;r �:�.�°'�"Y...11Ld: r�Y9R't.�._:°:'M'� W+�2°F•MFw'4904-Ma'-�Y:^#NY'..'•°�.Pw.+a:'2.T'!u6ilc:ilRgMiiYs-�6+:ud9fYdii4':'R+:ffiNSPifSiASSJ�R/2WS.YB'^.Y ZTIRIY: i i'iUNkL!f:#Y 'f::tw5A,161:Y jWc -6 2U p Q( 11 0 4 0 M(i),_ = 3 2'-.-7 �� I ; I M A B 1 LL OF AT[' R,, I ALS Poo. R. C. BRIDGE PPR. — S.B*" FA r A 7 (R.C. Bridge Approach - N.B.L. Son C L_ Ci t k'] F�"F�in f-0 !'1 j (7(2,1, 21---409(E) 33- 409(E) I vv A A '17e, And Nr)' b�n<;IL6 I 2-#4x20'-O(E) 2-#4x32'-9([.) (I 'Fop, 1 Bottom) 409 (1 Top, I Bottom) #4 #4 Type [A J ,in t rui r! Ear d'(j e Z j vv `:kew 2 -0 1,_efl - re t f2 CC 1 d U C-) CC e C-41 CA C0 u C I f e 409(E) x V- 11 A e `5 L e w ft Type TA Joint i . LF 2 u C)t torn) A A #gA -)-400- 31 (EA 4 0"9 E A A 3 J 0I J -7 C; "'C!, PLAN @ BENT NUJ. 1 S, F-3 . L. PLAN @ PANT NO. 2 & B . L. SECT ON A-- A (Plan Bent Na. 1 N . R.L. Scit-r1e) (Pllan @ BBent No. 2 N.B.L. Saime) or r,--;nfor( ti i b,ir ;,iote , see !')re dge `Jundard ("1. i.ut- odditioriol �tor`dcjvds RC,B A 1 «rld f A 2'. �E) steel. ri rz R . C. BIB I A DE'1'_A1LQ,'3- Cm 3 0 IF LCA' R M�F[�-',il j. K. SIJE3MITI-EC) FOR AF'FF-;RC_"VAL No 11' C. JEC I 1505 DESIGNED C'K'D 15--CJ CN 0 i,J T R A T N 0. TE Of 4 .. J E E --N')'P 5/2/9 DRAWN C'K'D f \C3 n C'KD 1-3 R, I D G E y Jr;(Jcj� TRACED /ON A DWG FILE: C:\97\262\97262816 SPEUCHK PLOTSCALE; 1:48000 EDIT DATE 06i25;9/ PLOT ORIGIN: 0.00,0.00 EDITED BY: USN : 1-91 .. -... ,...,.: _. •q - _ , H. K , x t , z . H T « ,A'i..�..,:.lrar ..:.: P. I .' .w .%:.•e sft..s �' i.>... • - "±&:6^_v" . ,,a >.n a 'll:'.h`: k^ffi .iA";,F'..^_i.. ,s s..rns� .....,JiL_!iM`s,.,, ..w,. .. .,. e,..k W.:iWin°NO '.�I':�n"i.U"Qx+..•.-.,src.^�'9PF:Y '^'Met!�wau.Y,S.rk�,..:.,!VS'r49�&�.(illYfMl�iiWrSiF:fiidi!^fhWi�'.w° ... .. '✓`D'F.uT ..a ._x�„_' • e,._' N a•� ., v..n .. KY . o� N 5 C . ,. .......: ... .a e. _.. �..,..� W.. f_ . "..,Yli:.. JPlFI;4r --y.•-.Y' , ."fi.:T.. -... :, '-`:L =','.:;i1'SYiSkY�3ffiY.� P.4 '.:.ar,• Af iv.2.x ..J.niNt,:M.V'v .. ,.. 'r..r6fWfZ:r ......sus"'S+''w'.adK° a . ..;.3N Si8'9f64.a11fNi6.l5.. .,. .,, , w ..� r 4.. �•s'�"T1kMA Y3 u'.b^1.. ;'.i _.M•:Y"Eli" i Y. diM�.. 'i.Mal.4Y;1 ._ lY .. AY6A.'K. �`etTr"�"TfMfit6'A2....0 n.r. •.. , ,e._ :....R .., .(:.•.ti xr.. •.*ti:"..`7t w,.'R :::-m9F; .. 'SH.'!�°+:'•...Si.R:.��'.111 Zm�•y. m.Y �.. •i'axn. ... L.aX..:--•r. .. iPJ'C�YY §utb:Wl,Nd&Y'.+ iNQ-._ ,......,5:..1.1._... ..�..P..-n.�kK3RMii"'ct,.. ,srA ...Abi a.✓.d-M�J�YR�.ff....rt...�..3.:.._.a_ r w- .. kAY ... HT_.S.C` "81Y52s°.s8�4 b'IE+ i. Z ...: .:,*.. •-,-•:.. '- , ".:"' -...%• ....' ,:.• -. yv.' 'RBbrFG ita @IIRN.DLS „.'.!a9pA'diW�liF W3 1e.Y, P�GI: J+ 3iryf 5• ✓ra BILL OE MATERIALS 16 F.r _ _ - _ _ _ _.� _ Wing "A" (Wing "C" Sarre) % i 16 0 (F.F.) _ 1 {R.F.� - Z . �- _ _- __ _ -__ _ _ ._ J _ - -- ---- - -1 Ep`x t .c1 Re;nfor-cim Stee1 J 16 - I /2 R.F. ( Size Anti No. Of Len � r - 7 I Li, /4,1.31 Wing B t 1. /44.��6 Wing rS E!. 744.15 Wing "A" -- ( ) '° � }•,,}• . El. 744.31 Wing C 1 Mark riar� (! et)- r L b", F1. 744.43 Wing D' �� F.1. 744.43 W,nr "l)" PP \ �- El. 744.07 Wing A r WciP / I J El. 744.37 being C' j PP " r 06 - 6 3 a - _ a- 408 11 10'-6 j - i #4 I I I j L4 ! 1 I I #4 1 18 1`J'-6 j J4 1 i - 6-•'t06 11 #4x9 3 (F.F.) _ _ _ _ #4 J. 1 `�'-3 1 (F.F.) - _ _ - m 11- 4x9'- 3 (F.F) 6-406 (F.F.) Q , I ; - 6-4'07 (R.F. 11-408 "I,'.., .) - - - �:I rni - 11 4tJ8 rl2.F. 6 407 R.F. ! i r T ;�I No 4 c+` 4C,1 _ �,� � - I _ _ Total Epoxy Co; jtC. cInJ 77 Ur �� I GOrlt,r Cte_ A � �� q I � � 1 � X17 S "L3" in f C. f 00 ro , r CK7 " d a; ou a 1 x In �r CI A O Q 00 L�J r�l A l3, I �� c?•, , ' BILL OE M i I I-- T(-,p r_O �lir;q I 4 f 6,1 I T i �.�<;tir1 PP „ EL 75` `J1 Wlrlg "A,P 6„ . .a�__.Q.�_ ; - - �aw,y Wing rr ra (Wing tr �r Same) I El. 7. 91 Wing B I i 1 I I I , , " " I � i Ll 75E .1� Wing "�" El. 7 �r�. ✓. g �` Wing D Er ( L�elnfn `r ut7tE^u t 'I ti PVC �.. .i �.. Ar, _ } 1_ -_, __ -_ ._, ____. _ ._ _ •�_ _.- _, _,_ -«_ r f 1, ' � - 1 JI�� I cc, �- i s i - i a _ _ I ,. I r i 406 3' J r ,ri I B L_@nl�,_Il I `1'07 � �; j •, ..J i ----� .� 408 111 r' "x5" Ke wa,' °�;;° vwr, �` 4.06 1 8 2 ! I -1 9 ; I u',.t ,r1, f uotlncl Y v y t 134.41 VNirlr lL ,, C rylstr. JLirft ! t joint FlBc7ti4 41LVdin lnr� j - 8' 1 <j� 5 1 #4 - S' � I 4C;7 4 1 4 4 i ' _ _ i -� , I g I I I t ;�4 t.)�� Nin 0 Fl, 7. 4.6`2 Win C 8 + 10'-6 W4 1 - r � i P I � g I , g � _ _ --I 1,j, 10 8 5-1 r) - I f �4 I f i 4 I ✓ 4 j rota! No. 4 450 L 16'-6 I -6 : r c - -- - - - _ _ _ I,. - -- - _ _ Cpoxy Cc ited Re, orc;na . ,tee ' 4`'0 Concrete - 00 00 11 01 fl 11 Too Glass "B" In Foc,tin J ELEVATION �- WING B OR D ELEVATION _ WIN C� A OR , 11�5s "A" In s�,1: >'r:, t ,re _ _ - - � 1'-1 1 4 ��-- 2-2 $ t *' I I I I l _ _ I I r I I I i I I - - -- ' -2, t3 �� _ - , 10 - - _ - - F. F. I R.F.1 f r.F. � E I 2"x'-" Ke wa _ ! r° -.. � y y l - - <1 > ! �1 i c;ristr. Joint 6 - _ - - B 7'- R F. A ; j - j I -#4n -y ! � x E> -� x11 -E, I � .1 � , ' 17 f �4x t ' I i I I #4,,l,�'-6 - �r.�.i }3..,It �_ E:lu �� 3 #4x16'-0 - (2 ;p, 1 Hot tom) 1, \ i\% 1Ci) .1 Bottorn) C31I � j �j' i i I I , 1 1 I ' I ham(f yP % 406 \408 \ p 40 8 � -nx 1 1yP_ii�'� #4 r �� I /� v I , ,.z r., Skew :�' L1't. . Kew 25 Rt. �� - , I I I � �� Clear � I �'° "lear . Yip• I ( y. ) I / i J I I ! r j _ _ ---- I _.._, -. ._._ -_.� . _.,. ._ r •,. , � ., �--�er r, _:�.„.,,_•.?e� �° I �\ , .-.-...•..;.._, •�`�,�-d-i-t'^-y-- �,-w-e`�r•.•r-.-,.-+-+-�.._-.`�` /_ �nx,� Keyway ,_. XJ' Keyway r -' 1 I i i - - i � t- ; � � Constr. point i Constr. Joint �`�407 ! 1 Fxo;inslon 1 1 l I � �� ,. j ` , 4x9'-3- / \ `�, } v 4x9' 3 1 Lx_lar�.�ion I -407 i - -- - .-. -- - -- - Jc�.nt Mut.,rial I i ( .,Dint Ma eriai s� I T'l ' B i B x5 KCyWC - 5' A - i r� <ll - U i 4x5-3 i F.F . 1 i NOTE: i Con..-t. Joint F.F. 1 4x._, Cross !-latcI;eCi Area ;�Itiicate Limits � �-� i 1 - �, YYY-#4 � � z-- .4 r __ " IE_ lip �� 1` g ,P I Of 1" Expansion Joint I'viljteriol• , 1, _. I lP P. ; P, i . +, P 1 c 1 • c• _ _ 5 SP(j. .0 1 0 Max. - 4-8 16 I _ i_ .�. C J M��x - ,- i� __. - � 3 I .'. - - 1 i) Spa. © 1 U Max. . g 11 -. - 6 6 5 Spa. C3 1 0 Max. 4 7 3 -__ - `3-�' _ -- 3 -6 - I � I I I - I I I -- - �.�� !� - - -3 � [ F - - -R � - - - - ! SECTION A- A SECTION B- B I I - - - 1�� F.F - - - ("r-, RAILING TRANSITION FOUNDATION DETAIL I / iJ-8 rr , I I 0' 6 - F{I 16'-6 I I � ' PLAN _ WI [AlG 111311 OR "D11 PLAN -� WING "A11 OR 01C11 CITY OF CARMEL N 01-1 S: SCALE : - 112" - 1'--0 DATE : - June 30, 1997 For reinforcing uar note sf�: Brid<Je `standard C1. SUBMITTED FOR APPR0VAL_ All i eiriforcing steel to be epoxy c;gated. ���• J\� Q �P.. �GSSTER', O SH�.ET:- 1.7 OF 30 No. - 8 PROJECT: 80305 M L M STATE OF a . a 4. Ll ram q✓vr, JEf �.., y, 1/8 97 N�� x 1 BRIDGE FFI L.E: - Hamilton Co. Bridge No. 250 I 1 -iY *Y91wu.'9id+r� _ 9�&R. MFw: s �, ._..Y'.._ ..::x.L.J40..+^WilY.irY..M ArTrtr1 R +Y9 s1^F(#YRTw1tlMp>' �ilXinT..SiN.'t°O,YFR!.tiivRfJH. ..ati4..iTCT'Hzi•4:Fk(9 1dfVW15`t.H'Mi;sJ9t^i:#[=SYITY�I�YJ3r� .`i$a;'&9'CSIY �:.M'.'.fR"-A._ P.A^�A+i4RE,#!Y!'•,.r,:•�f LYtBY.r+^4 .,f:Y_' ••{V!90 i:rt 9:IE:'l MMi4}C FBSY•r,. .: LtC,f�Fr:'T.., Y .::: .. ffiY.cr WtA YT 9M'i*^x�ta2'tY:^f? °'P4�il4] '�: A.. `+x 3T. ;�T'. Viet"Lr.•.ZL Y:•C t0 1 r�..A®G6:A°I..+.^�vFSM4iSi��3S 5M.5MIMi'i9�biWbt.dlOd.C?WBkMfl'i?. li'!CA �s ..d �e, w. .a`�I.V71"'eW�Gl2' �'}r)RWACNN!]4d-lY011p' MIF@' W' MT� �JYM.YI®i{i6. f°MM. CYtU'R4 "SX`tY� liVlI�OSY. aFdF tYfi$ tRO' .P�tP.MHiRlRI!@M,L�W�FL�:[!i Mtl. .:"4s:a:.all'l??6i.IIA1'�Ylrlle:ff.'.:N.k.�.v^1 x..9:PSlP'�t`UP£4•J�sit.iffiiFPMF4nU@44? A3Wl9AMR.:��fief!' 'S2er: '�Wffi•k,glMr'lffi5.'l a... ,.Yi6:x' I•C9F5k:`ta�kNL�i&'.:..a:a",�'::... �. 'rt D+NG FILE C:A97\262\97262817 SEE' C(Ik' R OT SCA'.E: 1:?4-O PG Ef'I t OAIE: 6 'b�`)? L Pf ii' Gh2iGiV: 0.:.(1, .v_ .:,I t L rlv- ��• 3 r 4; IRANO'S"I -[ION RA ", ( 41.- C) ALS -1'- 2 B I LL ,(D"F M A 1 U r 2 Copiing z3� 1 �_, -1- Required) Nctch yp u To., i {. ( B \r}u 1 ��� its {�F r. V,/i !I ' /31 I - 1 11 �� j� 4 y 1 1 c1 _ 4 782 i i'y - J 0 I J 7 J C+ pa. - j — #7 (Cont.) - #/ (Coilt.) �, t_?. N�.�. ! f�7 /Z 1 I 1 _ i �f 583 -- #J (Cont.) cfl r' 581 1!5 Coni. ? a E 1 0 U FF - — I f' #5 (Cont.) I 5 (Cori t.) i - y \ ./�, Z2 i I 3 n I = �> I ffJX it - _ t — Groove o� 1 �� i - c; �r „1 �.: j , ' - -- - �i'r✓ _.1 +-- 1 - _ I Not,-I.', �? F t Oyl t L `L 001 , -Type A 1Yp !1 ( I � U Constr. Joint Constr. Joint I f -- I SECTION A A SECTION B-B ,, I C-11 ' i A B - 4-#`-x15'-' I Coping ! l ) �_ 1 -0 r-2` �2 Ca. r=a, - -- � ,a 1 10 1 - ____ _-- 8 3�1 5 J�.�+7. rg �n '1'�.. U `'pa ( � (�u. — +� �,. . �. ��1 U._.� C�° _ ,,5... )n Z `V" brl I 3" i3 V-0 u C01 L 2 Celplr,g ELEVATI ON �r - --- #7 (Coal t.) p0 6 F t . #5 (Con f ` ! 581 I .1 I - t t I I ! , V U P cl 821 V EVE Tyr p t, A 582 A1 Type Constr. Joint % SECTION D-D - - - SECTICAN C-C PLAN I , t , 1 11-6 1'-6 n ` . `_. 6 w~ t , I tt ;. �I 0 0 0 0 0 T ; { 1 0 \ o 0\ CO) o v n i �- r. See Notch Ueta,1 583 Thi .,heet 6 1.06 y.� +,,, NOTCH ETA I 1-, 131 SECTION E E ,"rr r r ;, � 1 - 1 r , r. _ .. DPAWNTL.H 1110197 C'KD C)AD 51/81 TRACED -_._ _ _._ __ CWD } 4 f. 4 { 1 SiiPiAfiA9�1_.d"aii'AI!l1�rk�V % ,T,!-f:N.x i1�SP9it.i�Ti�51Y'f�a'+iQ..ea.�Cr...a�':iiS�S:.i�b,... .�'....z(nea. ww• . ,u ...vw..rtO'.,e ,.,. .. a u v .. 1 'sN r.e,E•h*x ..,f. -. � ...9.........H6G.,@ .. ...::..„. . .:..:k....aY .. .. r , � .,. �_. ..i.:.aw.. .: ... w.l.'4[. ...i.e. Ar., -.F+:^I:ry .vs ,y„M,...yr...41^.. -. .. ..,L.h ., _. _. .,...,. _ ..0 tax.LeS.•t"..v3i1! .a .... .. 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'.) ,f k. .} f y,, 5 t n ! -.. q [ I.s X l• , ;"ti.1.} C:. r.l v ,, : d � n. <. � ., -t .- - , :.r" 9-" i -. ;; "� � 1. :u. ,�' .'.. ;..,... ,, ,; .. .. .. _ .. _- Ai �.'� ,.,� L.. ..Z_I.� t)r"'tRRIL.R! a ,. pit} �qi (- AI A� ,d ,...t r a .-. ..,_-_.., ]l f\� i"t l...i� iVl°i..5� d;5 - _w, ...,_A._� ..: ii� ._._-, ..-?..r r. ,:tl _.. �'..-..,. E9 .. . d VI'val I,. ,`2 ..._..r+�•,?•.. Ah{.��..•.... , r,,I ... s .7� _._.. .+p-.I.? r -�; � tl ..i. , . ...,�, i ,tii � r �i�r 7{�I,� f 1s4,� L.,F AM I DECK I �,it L,�_ PRPE ,. ( Bg S Nay _)A. ,_,- � -� _ -�.,-. o ,.. ; , _ ! .._ ._ � , ,. ,. r � i r7i,., ,l�'• x X: ; -_4 ., � ! LC�IL f � 11-- ! ,. _ .; . .. ,� r). SAS. , y .� ;_ e � I BEAM _ ..,� r..- A _ 4.. _, 1 �: E .r- v<r i. , r : ,1 z : .� r t - 3 c •--: ,_. _.......' i .. R r r r r�F Its 7, �a L a 6 IF L.. , _ A Z L)(= IKEA<t1I - !,. I _,C,t CRS-1 R. I s,,9j-. ,t , , . ,t. ,. . ,.. J .,•d._. . ! F.lgc ..,. ,..li. M - ! E, 1 A�. n . , ,fir s r • e:, r( _ d SEAL COATING 1 i_ d ,. I I „ i t 3 �•.� I �, L3� � !LL_A 7., S Y t al!RFACL t, _. _._ . i 1 } , .,,. T-PL TYPE 0"SI J!T z URING ,! _.It;i �CCtN�` !E x 1, /! , , �, 6 .. _ t + - i �y , <, -, -P i. 4 L.E. , � -:(- {.;r f`-,. �,.. 9a1, ' s .r,. o}.,,., , " . ,.....,, .�,: r'--,� a»..,, N. i ...a,,, �- , .r r - - �U. YD�. I � r- � x, , e t.., i s a.,. r '; s ptl — EACH a _. L,f'S 0 , r..• ,_,I.f.: .S _S. ._.(.,._• ! y,..,t 4af,, +. ,..- t. •., ; {.:. i 9 t:,.: r.,, , lii; '. ('a° i I I p` I ., i t>- P ,>;. .. �_F �. Ln::). t_1!�3 Ft, � i_IiJ �_i. ! _ � ,.� � I 1 , _IN. F T. C2. h T. LIN. FT. E ,c L f EACh 5 . YDS. LI T. - _ L _ _ � _.. � _ . :_� � d __. _ _._ .__...I_ -._ ._. � � N SQ. FT. S(�. F T. SQ. YDS. I~At,.-i x EACH )6.L d ii I i r --- -- — - i 990 - - 79 Yr`. _ I , — _ G 3t_ . I Iii. , ,g ! - -- - - - - - - _ 23 16i i08 5, 58.9 e i ( l k: ( - r , ' I r — I • ..;. Vvi i n c ., 1 r,f, .,tee r. t vrr t., rl - I Iij!AL.a t 1 v JLL � E I'J�r 12,440 *_ 14-4, APPROACH QUANTITIES IES PAVED SIDE DITCH AND SODDING SUMMARY l)F`r`WP l0N I tt)NC, Cl. A REINF. F'IiLL�1: END { 1 ._jh l R�UR ' LT. STA IOP'1 S Ru,C-i- L.._ . _.__. _.. _ __._.._,-; � _.__PAVED SIDE DITCH (L IN. FT SODDING SQ- YDS. _- -0 --__ NO. LO - ,i 1!. !_E"!!�I tI � ` l t?�.__ STEEL Fl._ `;Ef ?Ir N _. ° >R �(, 0 AI ':�:" OR TO � t•.a PAY I Nt). F PA- CUT 0--F F PAY L PAY FOR FOR TOTAL ___ ' ____. _. R EACH T rL L - _ , SHOIILDtI�S OTHER r SIZE -._. f,1 LIN L I. Y�7.7. L_BS. EACH I R�- ; STATION r LENGTH LUGS LENGTH WALLS LENGTH L� NGIH PSI � DITCHES SOD I ' P �V.B.I. � I�J I � f;Y l_. �'...�,.. ;r;..,. f-�ti1 F !`7`,r-i' � ,''� i � 'a ;ij-, •...� r , 1f '.r, i - _ — --. ..-- --- -- --- -- --' '1 t I 1: zz ��{{ J� R�C. �.7.< IV,U U I .., , , `..�'_ ��� t.l .�,i7 i IJ:�U.'_ ' ! is S I ' I x f TOTAL_.,) ....1 L. , I `t i(,ri� :it ,:I, .Ro-,-1 1. r - _ - tifar_' Quu {;.iE,"3" ----- _ _ e APPROACH TABLE r�� — - - - s ION r ar rs Ri DISTANCE 9 , s , ;. �OC.A.,I_)N I }, i i�ALrIR lri, 9. .f t , 4 r R ,I , (� r� w � I _ L� ,r. � k„AVA,ICsN zY_. � LiItUM1R„L�, J,�ai. �I,.;i_ !�I ,UF,Pd��OI.l�. �'�JLI�°� i"�(it1�,���{.➢L ;” `-'°� F_ C01�"�'r AEG, �3ASE _ _ r - _- _ -..__ _ S'3c.Y(�ND L1 RT IA I!C,N r, FT. 1 % E" , C��3T FILL °l_E3`� <Y�r. j��P'�`._; °P_! �. "BYO. � � S .SY!l I fC)NS DEP-ill IN. TONS r ° -' E SINMAR"Ir REVISIONS BRIDG i DA I _ _ _ I-1 ELF u'ITY OF CARMEL _ a✓ NOTES Weight o !3pjtrr.'3:5 u�l<ii"'tt � ttL' v _ �? I.,. ��-yy � t11T fl r v1' R ;( i n 1a 7:,. il: l t - - _ VA l url_ J ✓/ SUBMITTED FOR fi,Fa P Fes:O VA L_ �' ��� O A � � �' tUrrl'�; �l° iC!).:, 9 !'1:•# s Ci. 't C1t ��rJiSTfk�a.'�.; SL)GCeCS �dCit) ? t � ! � � C° The w.:. !r �r ,, , aruf a �r(�r,)rrtcrl - _ y - � 1 9 No �* F For Test H�;r ,;I :tl�� . �., i3 ' ;t �, r� ,.:1, � t; ;._: , _ _ _. _ _ _.. _ _ _, _. _ ... ,__ .._. PROJECT:) ) STATE(!F * . or infor'o4-itio!-i wrrly-, ,Ca he:, o ?id k:� �i� - � n _ 1- „ Ir}r, n C �M_ 1-3 RIDGE a i �rn r �Jr7 .,�,. Bridge No. 2_,_G -:n�� .ri� ,.:. � �� iA . '. r:: ..i:,:1i:YpM:{I�.'A:.....iK'�,.,� .'.nt,. ii.-"Y.AYTR%e906�Mp'.4,9:.a,:+44,5t�IWiw'+MMr+a+:%YS.dR:�x.:vki.c:_.:.. ♦ c,+ mute;.:.,,.+::.Yri.r�atJRYt�P:.4n.::-eaMi,k.�.'<'.xof.:EY.'k'!a"..`1'ANf�WRtix liatuFliW'dMS'_WS:.,'G'LiT' .i4 Ti�F�if#L``M:+'f�+RR'k. .i,AbGOM G...f"f k&a1!:,:k..w2lidVkWdCW 3[*0F�M1A�1��:��3s��6"�"•AIW19fi.5;:+,.*A.,TC�.ii� i : I , I : , rI , : I I : I , I I I 1 : I ' I , ; I I . I : I j : I i : , I I : I � I 1 , , i 1 I I I ♦ , ' I I I I ; : IL 7 I I i i � � I I i I � I , ' i I „ I ' 1 4 , i I 1 I , I t I , I i I I I ! I it I iI i I I i I I i , I , i ' I I I i It , I I ' I I : I j I r