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Pedestrian Bridge over Michener Ditch - Preliminary CITY OF CARM ...........- .................... ............ ............... . . ........... . .......... .................. 0 OV R I CH N R DITCH 0 PROJECT LOCATION INDEX SHEET NO. SUBJECT PEDESTRIAN BRIDGE OVER MITCHENER DITCH CITY OF CARMEL HAMILTON COUNTY, INDIANA 1 TITLE AND INDEX 2 TYPICAL CROSS SECTION & MISCELLANEOUS DETAILS 3 LAYOUT APPROVED BY 4-7 CROSS SECTIONS Board of Public Works And Safety * BRIDGE PLANS R. 4 E. JAMES BRAINARD MAYOR �• m. 7 , y F - 4 h r r 77!5 T N,. LORI WA SO MEMBER E 3 PROJECT LOCATION i PEDESTRIAN BRIDGE OVER MITCHENER DITCH MARY ANN BURKE MEMBER CITY OF CARMEL 44 4 HAMILTON COUNTY, INDIANA + ONE SPAN @ 48'-0" 8'_0" CLEAR' SQUARE l * } 4 14 - , •� � �,,� . - ATT E S T i 1 r,115T STREET sr , r. 18 N. Clerk/Treasurer -. DATE �rc , ? DIANA L. CORDRAY ... ! . era � - + '- 0' 1000' 2000' ' SCALE 100 � , 1» 0, I max, RECOMMENDED FOR APPROVAL t CITY ENGINEER DATE — a T ,r , , r MICHAEL T McBRID P.E. Plans Prepared By: 8415 E. 56th Street LOCATION MAP Indianapolis, Indiana 46216 Phone: (317) 544-4996 V O CONSULTANTS Fax: 317) 544-4997 -sue P.0. lea Irsle X&" XY most?—Olryt 0 u J D *BRIDGE PLANS (SHEETS W1 THRU WXXX) PREPARED BY WHEELER CONSOLIDATED, INC. ,� "? y v CERTIFICATION OF THE PLANS AND DOCUMENTS PREPARED BY USl CONSULTANTS, INC. COVERS [INDIANA DEPARTMENT 0 F TRANSPORTATION HYDRAULIC DESIGN, STRUCTURE SIZING AND LOCATION, BUT DOES NOT COVER STRUCTURAL PLANS MICHAEL J. OBERGFELL, P.E. ° PREPARED BY WHEELER CONSOLIDATED, INC. AND INCORPORATED HEREIN. STANDARD SPECIFICATIONS DATED 2006 L HAMILTON COUNTY INDIANA PEDESTRIAN BRIDGE PLANS M T TO BE USED WITH THESE PLANS] DATE /v*& ovsAm i ricem/ffe 7CAi `J 5 L D 7 7 y 17'-0" 48'-0" Out to Out Bridge Floor 8'-0" 47'-0" to �_ Piles J Q) i Line "BR 1», t Structure = & �_ Path way o - - - o 0 o 19,-0" PLAN VIEW OF BRIDGE Scale: %4" t Str. on Line "BR 1' _ West = Sto. 104+03.00, P.G. Elev.= 765.80' East = Sta. 104+51.00, P.G. Elev.= 765.54' 8'-0" Pathway Pavement Section 4" Timber Deck 28�18" Timber Stringer 2" x 6" Rail Cap (typ.) 4" x 6" x 4'-7" 2" x 6" Rail (typ) o Railpost (typ.) E 2" x 8" Lower Rail (typ.) `D Coarse Aggregate 4" x 8" x 8'-0" Flooring Top Pile Elev. Low Str. El. 762.80' 2" x 4" x 1 '-0" West Abutment El. = 762.06' 12" x 12" Pile Cap Roilpost Block (typ.) East Abutment El. = 761.80' 4 1 West Abutment El. = 759.06' o East Abutment El. = 758.80' m 0 i 2� 18" Revetment Riprop over Geotextiles 5%8" x 28%g" Glu—Lam Stringer (typ.) � 0 Channel Clearing Elevation 4'-0" 4'-0" Geotextiles Behind =755.3f (t yp) Abutment & Wingwalls l '-6"_ SECTION THRU STRUCTURE 1_1 —"1=1 I P . 3 > _ » Pile � Timber I o Scale. O �4 1 —0 Geotextiles � I I N 2'-0" > TYPICAL SECTION THROUGH ABUTMENT 1 —0 8�—0» 1�—0» Scale: %2" = 1'-0" 4'-0" 4'-0" �-- Line "BR)"t & Q Structure n n 6% 29' Slope S lope Sloe xistin TYPICAL SECTION AND MISCELLANEOUS DETAILS P E g Existing Ground TREATED TIMBER SPAN BRIDGE Ground 4:1 1 Span ® 48'-0" 3 8'-0 330#/Syd. HMA Surface, Type A" 9.5mm Clear Roadway, Square over 5" Compacted Aggregate Base, No. 53 PEDESTRIAN BRIDGE OVER MITCHENER DITCH n TYPICAL PATHWAY SECTION CITY OF CARMEL HAMIL TON COUNTY, INDIANA Scale: /2" = 1 '-0" Sheet: Project No: 2 of 7 2005-167- 1 y 2 Drawin File: Scale: CONSULTANTS CO 20d�5-167- 1 Indianapolis, Indiana 4s2�s AS NOTED 8415 East 56th Street n DETAILS I s n y _ °L ° ° ° ° ° r7 cD 0, rn d °+cV O' UTILITY OWNERS L L O O O C O C C r7 ° > C C �k• O X- N= °�°�U N-�-'- Y Y Y 3 L L N Q7 V O'�N r-.- Y Y D' °i= °, N - N L C s L L N (n U N O °,N U U F A O d °i U °,O� °, N d < �� ° D' �-.2 C C ++ L N O C C U N - N d- 3 O, N °` N ° C C C C U V U fn N (D VI °F.m ° ° ° C C ° C C v C N = 7 7 7 7 = D¢Q¢ U V1 Q(n(!1 Q J Q (n (/�Q M J Q Q Q Q , V1 - O � O �- 0 0 c v o 0 o d o 0 0 o c ° � o O F �m o 0 o m m o a> °' °' 3 2 n m m m m m m m c a, a, a, a, a) a, m a, in e to U m U in jzz� m o ° c = r -, o_ � •o a 6 vi - vi vi vi - ? CCD a v v O m 3 a a I c ° ° to �v o0� n n n c a a c c c ° ° c o v v ° N o cn N in - c c c o a, °° a a, a, x n a`, v v d a) a)¢` 7 = ° Z v U U v U y o ~ o a, U U U d_ .� N_ d N N -p r7 O N = Q� O LO i17 O N O v C C ° c v c n 0 n n+' O N v v O ; 0 c O"_ o � \ o � > > - a,-0-v-0� a05 °' v_v_v_�r�o, o rn v+ O O H °o � in I, N n �n r in in u-i v, v, m c `s o w w o w �w - v v O s 7 n o n- AT&T _ 0- 0- a- v UJ - c0 CD ° v v N.- v C C O O O ¢ ¢ Q � - O N � O D U U 8,o w w.- D v Y Y Y° °, °, N TELEPHONE. O � OODd�� O o O � � � vfr/, Dn � 0 °, 3 o � � + DAVE MUSALL N N `J O N U O - _ _ I ¢ � �, o SEC. 27, T 18N, R4E °' °' °' " " " " �' " " � � � ° E Y N M�� E Y 3 � Y Ti � E � co ,n In lr) n 1) � f)1)� Y Y ° - U � O �Y C C C L ,_ O O, O s O N c O N c o 0 0 0 �S•ao c rn - N - E-,,3 3 3 in 1= c m m m;=rn rn- rn <r c m m c �Lr; v ,ri `n o ,n �n ,n �n c c c c�v c o_ o_m e ° c c: o o `_ o•` v v v c v a f- f- O ° O O O` N O O U U U U U U~: O C IR 00 O '~ ° c O C - N O p ° ° U (D M � O�J J J T -3 J ~(p J �" �"J J J J J ° y - M 5858 N. COLLEGE AVE. CLAY TOWNSHIP U UU °' � � � � ��'6 - M Wmo:oso ,i ---C�° °�° ��`°oo `° boo ° o m � �_ � � � oN��o mm�� ' =m��m d � � -,f C'4 z° _Inr- rno � M\/■ C 00 N N 0 >, T T F-- _ - '• M nj cD O a0 c0 tf)d c0 ,17�"� a0 °O 00 , 0 r7 rn I U n _ _ . ' - - _ t� HAMILTON COUNTY M oN � o � 3 � °� +) �N- �� a�3 dN M � � � � � � �� o�,�� - �$ zoNw �, � M � �, INDIA NAPOIS IN r o L °° � ° � N �� _�' OpNNN 3g �� . � N � � o V-. �� o � N � M �s � � + �' N PH. (317) 252-5143 O U O -0 �L,d O M tb 3 O r- _ + + ^�O°N 0 !� 3 d - - - to In O) d lC) In N r-d N O l . C ) O , ^ n r- Lri_ m �� i� r Orn O •o C d 3 N 3 d'd d ++cD cD r vi i� + d O�r N oD 3 a0 cD !p r' 00 K) M cD d l_ � - O O N�` 00 tf')M C d S + + + N t\ O d r- In - l!') V.,.. - Tq 07 U N �� t\ t\ cD 3 ``00 d °1 a0 a00 00 N N° N N N N7 r to n DD 00 C + + + C C d- C �, r7 L N a0 M ap -0 r0 N t_ c0 d^d N d d O LO d Ell I� a a0 r7 N d 01 (n N r p t\ r7 o0 00 c �� N Ln In O O co cD O U + - - + a0 + C C O ) a) rn O - d d °) M In ' M T)Ln N C ao N a0 O!+ O, O) cD a, tfj o0 a0 01 E + + ° d d d + + ^ ai r7 + r7 + a, .°� - a) r7 r7 + O - c + + ` ` vi 4 cri r-rn +co cD r,: cD � O + 0 G N co cD r7 r + ao oD r7 v + + O O O U N M M O 01 N ,_ � M � N � r7 -� � C .-. � C c + + +� d-' � N•� d d C C •� C N � N N N d c0 r7 r7 r7 V,� cD-� + � cD c0�O r± ^ + cD + + � � t0 O f` c0 I� aI N N '?.,' M M r7 `� x �, _ _ _ c N L �, �, o ++ o � - �D N + ) + ,0 + WATER & SEWER: CARMEL WATER AND SEWAGE UTILITY cD + �, a, a) a� d O c a) U U + � � � - - N �� U U U U" � U� Uri �� +� M r - - PAUL ARNON M r7 ± + +QD to+ N _ 'm'��,,.,` l _ d N U 00 U a0 to_ O - � cD to c0 d .- N 1.6 \ .-tn�V�N r- CD� 760 3RD AVE. 06 1 + c 3 o CARMEL IN 46032 'D I BEGIN PROJECT "' �'` + L PH. (317) 571-2634 ° I °� " °' P.O.T. STA. 101+63.70 "BR 1 " N `�_- �� M 1 `�A .� M� d d + d „ „ \�- _ \; �:._.--7-__-, -,. �� -,_ d ELECTRIC: CINERGY Lr) P.1. STA. 101+63.70 BR 1 ` - __, P.1. STA. 105+50.68 "BR 1 " ___ ��, __ .�; 06 truc ure`� - MIKE KOONTZ \\ i ••\\ \ �. i -� L -4 33 35. 18 Rt. 1441 S. GUILFORD _, " 7 ,5 D2+75 ... 1 `_� �. 1 \ 8 ' �,_ -04+27U0� 1 1 P•I• STA. 101+63.70 BR 1 \\\, �. �- S a �� + 0 CARMEL, IN 46032 \ - Q0 9, » + �1. ,� - __ No Curve_ __._ \ _...� Q -6 - 99 L t• \` c�® \ - _^ _ J i n PH. (317) 776-5359 -32_ �� o `�\ n NO (.U/ve� \\ __`_ \ , ' --__? --- a reo 45. , CABLE. BRIGHT HOUSE NETWORKS INDIANAPOLIS No Curve �.. �, \ \� Constrr ...�tmlfs� - __ aae \, 3030 ROOSEVELT AVE. \ _ \ +65 + \ Constr. Limits -_--190_ _._.__-____--__'� -R -_`�__ �`� - 1 --ti__ - ---- _-- -_ '�`�� -..__ ► \`� Exist. R W 65 - �. -' - - _ -- - i i i INDIANAPOLIS, IN 46218 P.O.T• STA. 100+00.00 � / 65 65 R - � -- `�. _ -B�ck Slgn 5 ' J ` Llne "BR 1 " - - -' 2" RCP PH. (317) 632-9077 EXT 258 P.0.T• STA. 10+06L 00 "A� A ��.�- -- �-_�_----_--ter-- - ---- � �� . „ E ��" RCP ° - - �! , GAS: VECTREN ENERGY M �- S 89 59 /� _ 45 Exls t_R/W 11 -- - - - ON PERDUE E _ _ - - - - - j _ T3°40 56.32„ � �� - - --- ----- - --- - =- ----- ILLS ROAD ------ \ * XlS c� , ------------------- - -------___- _ __-- -- -R ---- - 00 S 89°59'30.69" E PO BOX 1700 V �, --- ___ -1, -1,� ___-- --i6?------- �-------___ - ------------------- - �� ° � �2 ,�,/ NOBLESVILLE IN 46061 � ,_\- = -= - - - _ _ 85 25 55.55-_E �� , rick % -- ` - - -- -- \ S 76f7 y/ 30" Steel Pipe 7 - - PH 1 76-5534 ---- _ _ tee,-..,...__ - _ - ( ) -- l` -- Pi e crass i� T_s�'� -TeN-�Teb-- TeN- _ -. -_ __.__.-_ __ '�� onstr__Limlts °_° -\ -! _T -- p P - - -- - -- ----_. _ - - __ __ � --- --___--___�� ----- - \ el Pi e --------- ---- _ Constr. Limits _ __ --------= 102+50 770 770 768 768 ------- 766 766 ------- 764 764 762 760 762 —----- ---------- 760 --------- ------ ------- —----- 758 7,58 756 756 ------- -------- 30 40 50 60 -50 -40 -jo -20 -10 0 10 20 102+00 -- ---- 772 772 ------ ------- 770 770 ......------- 768 768 766 766 764 764 762 762 760 ---------- 760 -------- 758 —--------- --------------------- 758 56 7 756 ------- - ---- ----—-------- 40 50 60 -70 -60 -50 -40 -jo -20 -10 0 10 20 io 101 + 6J. 70 - 772 772 770 770 768 ------------------ ------ 768 77 7 766 ------------------ 766 7!1 764 764 762------- 762 — 760 760 758 758 756 60 756 io 40 50 < -10 0 10 20 -70 -60 -50 -40 io -20 BEGIN PROJECT STA. 101+6370 $*8R1 z HORIZONTAL SCALE BRIDGE FILE uj CITY OF CAR MEL lm = 50 VERTICAL SCALE DESIGNATION y HAMILTON COUNTY, INDIANA in = 5# I f SURVEY BOOK SHEETS A DRAWN: DWB DESIGNED: DWB CROSS SECTIONS N CONTRACT PROJECT a) CHECKED: MJO CHECKED: M,10 LINE "BR1 a. Lo Lo ti 770 10J+50 770 .......... 768 766 766 764 ----------- ------- 764 762 762 760 760 758 758 ------------ 756 .......... 756 754 754 752 --------- 752 ---------- ------_------- 750 ------------------- ------------ ---------- --------- —----------- 750 -70 -60 -50 -40 -30 -20 -10 0 10 20 io 40 50 60 10J+J6 770 --------- 770 768 ------------ 768 766 —----- 766 764 -------- 764 762 762 760 760 758 s7l?. ho. 10 Fx�-;&ng- 4 758 756 756 754 754 752 —------ ------- 752 750 ------------ 750 -70 -60 -50 -40 -jo -20 -10 0 10 20 3 40 50 60 1 oi+00 770 770 768 768 ----------------- 766 -------- ------- 766 ---------- ------- ------- ---- ------ 764 -"7r- 762 ------- --------- ---------- ------ 764 ------ 762 760 760 --------------- ------ ------ 758 758 756 756 754 754 752 to 752 750 L--- --------L__- 750 -70 -60 -50 -40 io -20 -10 0 10 20 io 40 50 60 0 ri z ui :0 1 :n HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1" = 51' HAMILTON COUNTY, INDIANA VERTICAL SCALE DESIGNATION A lm = 5p SURVEY BOOK SHEETS DESIGNED: QWB DRAWN: DWEI CROSS SECTIONS 5 --F-of CHECKED: MJO CHECKED: MJO LINE "BR1 CONTRACT PROJECT ri Lo Lo 105+00 770 � -}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yc=Q--____._ vE_1_ 1-- ------------ ---- - _-- --------- _ ---_- _ _ _---- - - - - --- - - - 756 754 - --- ---- -- -- _ - ---- ------ -- - - -- ---- -- 754 752 - - ---- - - - - - -------- - -- ------ _-- --- _ 752 _—_.__—_.-.__ __ .___ ., _--__ _ __._.__ —_._ ._.__—___ ___ "t1-_ 750 --r- _-_ _. - ----___ -- ----_- ___.- -- - -- -- - ---- - ----- ----o �---_.----__ -_ - -- ---- -- - -- --- --- ---- ---- __-_._ .. - - - -- - - - -- -- -- - - --- --- -- -- 750 748 ------- - --- -- - -- ---- ---- -- ---- - _ _.. _.__, --__ -- -- -- - --- ---- ---- - _ ---- ---- --- -- --- --- - -- -- - - --- _ _ ------------ -- ----- ------- ----- -- ------ ---- ----- ---- ----- -- ---- 748 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 END BRIDGE STRUCTURE STA. 104+51.00 "BR 1 " AC=O AF=138. 1 vc=o VF=O 104+50 ------- ----- - ---- - ------- ---- -- - ----_ ---- -------- --- ---- - - _------ -__. _ - - - --- _-- - - --- _ - ___ ----- __ _ __ _ - _ --- ---- -- -- --- ----- -- ---- ----- - ---- -- - --- --- 770 1 770 768 --------------- ----- -- -- -------- ----_ -- --- ------ --_------- - -- ------- ---- ------ ---- _ _ _ --._ _- _ _ ------- _-__ __ --- -- -- ---- ---- ------ -- ----- _- - _ --_ - - --------- --- _ _ - - --__-- -- _ - --- -- - - __ ---- _- -- ----_---- ---- ------- -------- --- 6 766 -.- ------ ---- ------I --- -------- --- -- --- - ---------- -- --- -- - - _ -_--- -_-- ------ ---- _--- --_ _-- ---- - - ------ --------- ------- ---- ------ _- - -- ------- _ - - --- ------1 ----- ---- - - --- -------- -----_--- 766 764 -- _._ _ ..--_ -- __-__ _-__ __ _ -.__.___._ __ -�- - --- 764 762 ------- - --- - - _ ---- - ---- _ _ - _-_._._ _ ----.-..- ------ -- -------- - ---------- - - -------- __ _ .__-.----- --- ----- - - - ------- -- _ _ - _._-___-. _ _ - --- -- - -- ---- 762 ------- ---- -- - ------- 760 760 ---- ------- 758 -- -- - -- -- - ---- --- -_-- ----- --_--- _-_ _--_ _-- __ _ ___ -__-__ 758 756 � - ------ ----+------ --_------ ---_____-_-____ ------- -----_____-_-�__---_--_ ------ --- ----- ---------- --_________-_- ------------ --- ------------- -_____...__---- _------1-�- --- --__ _------ ------ ------_____ ____-____ ____------ - -- --- ---------- --- ---- -� 756 rt _ 754 __----- _---------- ----- ----------- - ---------- -- ---- --------- ---------------+------ -------_�._____------------- -----._____ ----�_----- -------- ___ ____._________ _______-_----_ __..__________ _______...____-_____ ____---- ----- � - �---- ---------- - --- - - -- - - ----- - ---- - 754 752 ------- --- -- ------ --- ---- - -- ---- --- - ---- --- -- --- ---------r------------ --------- - -- - ---- ----- -- -- --- --- ------ -. --- -------- - - _ ------------- - - --- --_ -- -- - -__ -- - -- - -- - - - _-{ -------------- ----- -- -------- -- -- _ -� --------- ----- - _ ------ -... ------------ ----- ---- ---__- ___ - 752 _ -._----- --___-_..__.___ _ -_-_-_ __-_____-____ _____ -_-_ __ ___.__-- -_--_-. __--___ -_-__. _---_ . --------- _ _ ----------____-- ' ao h 750 ------ --------�-----------� --------_- ---�- -- � ---------- -__ -_- - - - ---__ __ ---_-- ^ ^ --- - --- - ---- ---___ __--- -- ---------- 750 - -------- -L----- -- ---- --- -- -- - ---- ._-_.. - _ ----- ----_------- -- _..----_..._ _.... -- - . - -- - -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 BEGIN BRIDGE STRUCTURE STA. 104+0300 "BR 1 " AC=O AF=188.2 vc=o VF=21 104+00 770 , ----- --- ---- ---_-- --------------------------- T -----___ --- — - 770 768 -._.. - --- -- _ -_ - -- ----------- - _._.. _ - -- -- -_ _ - --- ---- --- __ --- -_ _ 768 766 ----- --------- -------- - --- ---- ------ -------- -------..__ .--- 766 ---------- ----- ------------ --------- - ----- - - --- - 764 ------_------�----_________-- ---- ___-- - -----._-- -----------___. __---__-___-__._-._ _._-...____.___.-.___--- -----_-__.._---__----.__-._ ___.___----_____._..-----------______ ._____._-.---__.___.__.__.__.._._.__.--- -- -------____ __--_-------..----.____..._ ._._____----.___-- -------____-_____ .__.___.._--_----.___-- 764 762 ----_- --____- - ------- ---- - __..--_----___._ ___.__-.____-___ _ -�__ .__-..____.---- - -- --- -- 762 760 --- -- ---- - -- - - -- -- --_ - _ ---- -- -- ___ -__ - -------- - -__ - _ _. ---- - -- - 760 758 _-__ ------- -- --- --- ---- --_ -_ _ - ---__ _- - - - _ - -- - 758 756 - ---- ---------- -- -- ----- ------ �� -_ _____ _ ___-___---__-_ __---------__ _-_.______ _-___ - _.____-__ -__ ___ _ _-_-__ __.____.__- ----__-_____-- -------__ ___ ___-- 756 754 ----_----- ----- ----- --- --------- -- ---- ---- ----- ------ - 754 -.. __.--' ---- - - -- - - --- --- --- 752 --- ------ --_ - - -- ---._______ _ _.___-__- - ___---__.-- _.. __ __ _ _ _-__-_. ______._.__ _ _- ---___-_---_ .___.___ .__.___ .,` ___-- _--- _-_________-- _ -__-- --___-- _--__-- ---- ___._---__ ._ - _-- - ___---__-._,__.______ 752 O 750 - - ----- ------------ ---------_---- ------ -------- - -- ------ . _-_- - ---- ------- . ____ _ ----------- -------- ------- ----- ------^-^---___ ____._, ____ _-------- ------- __---- ------- -________---..______ --------- -------__-_-- _---- -- -- - 750 3 ---- --- _ .�.-- -- --- - --- ----- - .---- --_ - --------'- ------- ---------- -- ---_-. --- - -- �._._ . --- - -L- --- - ----- - - - ----- ----- -- - --.. -- ----- -_- ------- - - - - z -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 w HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1» = 59 HAMILTON COUNTY, INDIANA VERTICAL SCALE DESIGNATION L6 y SURVEY BOOK SHEETS DESIGNED: DWB DRAWN: DWB CROSS SECTIONS 6 of 7 CD m CHECKED: MJO CHECKED: MJO LINE "B R 1 » CONTRACT PROJECT LoC s Lo 106+50 770 ---------- ------- 768 770 766 768 ------- AF_0_- 764 766 ------- 762 ---------- 764 ------ 760 762 ------- 758 760 ------ ----------- 756 758 ------- 754 60 756 0 20 40 50 Jo 754 10 -50 -40 -jo -20 10 END PROJECT STA. 106+50-00 "**BR1 " 106+00 774 772 774 770 772 ------- 768 770 766 768 —------ 764 766 4,7 AC ------AF 762 764 ------ - _yC�F4 F 11 --- — ---------- 760 762 ---------- ---------- 758 760 ---- ---------- ------ ------ ------------ 756 758 ---------- -----------L 70 -------------------- -------- ----------- ------ io 40 50 60 756 ------------ 20 -10 0 10 -50 -40 -jo -20 105+50 770 768 770 ------ --------- ------ 766 768 ------ -- ------- 764 766 762 764 760 762 758 760 _AC= ---------- - 756 758 --------- 60 70 756 io 40 50 < 20 10 -jo -20 -10 0 -40 HORIZONTAL SCALE BRIDGE FILE CITY OF C ARMEL 59 VERTICAL SCALE DESIGNATION Lu HAMILTON COUNTY9 INDIANA 5p :n SURVEY BOOK SHEETS 7 of 7 DRAWN: DWEI CROSS SECTIONS DESIGNED: DWB CONTRACT PROJECT BR 1 LINE CHECKED: Mjo CHECKED: MJO rn