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HomeMy WebLinkAboutPedestrian Bridge Plans over Mitchener Ditch CITY OF CARM HAMILTON COUNTY , INDIANA , D STRIAN RIDG ANS O 0 PROJECT LOCATION OVER MITCHENER DITCH INDEX SHEET SUBJECT PEDESTRIAN BRIDGE OVER MITCHENER DITCH No. CITY OF CARMEL HAMILTON COUNTY, INDIANA 1 TITLE AND INDEX 2 TYPICAL CROSS SECTION & MISCELLANEOUS DETAILS 3 LAYOUT Board of Public Works And Safety 4-7 CROSS SECTIONS * BRIDGE PLANS R. 4 E. .._.,• y - ,.� JAMES BRAINARD, MAYOR s �. I,,� LORI WATSON, MEMBER PROJECT LOCATION r • t ''� ► MARYANN BURKE, MEMBER PEDESTRIAN BRIDGE OVER MITCHENER DITCH * � . _ �_� k, '� �.° ►` CITY OF CARMEL HAMILTON COUNTY, INDIANA ONE SPAN © 48'-0" 8'_0" CLEAR SQUARE ' , - - 7 BMI-' T 18 N. Clerk/Treasurer h))T STR&ET X oT: 1 i *v #* f DIANA L. CORDRAY a r POW VA ._ 0' 1000' 2000' sk ' SCALE• 1 1000 RECOMMENDED FOR APPROVAL , _ S' ♦ ' � t \'h._.,,.,r r� _ j °-,-. '.....w"_.+..e°"t'�.,.`, i _,x � � r - -"`CkO � t CITY ENGINEER 1,50 �f ' � t ... .« { " MICHAEL T McBRID E, P.E. Plans Prepared By: 8415 E. 56th Street LOCATION MAP Indianapolis, Indiana 46216 ❑ Phone: 317 544-4996 CONSULTANTS Fax: (317) 544-4997 �G1STEOj". . tA [INDIANA DEPARTMENT OF TRANSPORTATION MICHAEL J. OBE G LL, P.E. _ * "°• s3oo STME °F ��''AND I I►N�''`:. : STANDARD SPECIFICATIONS DATED 2006 TO BE USED WITH THESE PLANS] DATE T� ,� r ��3✓�,r� r,7�'� Str. on Line 'BR 1 Sta. 104+0300 Str. on Line "BR 1 Sta. 104+51.00 P.G. Elev.= 765.80' P.G. Elev.= 765.54' 17'-0" 48'-0" Out to Out Bridge Floor 8'-0" 47'-0" to Piles o ° I Line "BR 1" Structure o & �_ Pathway o - - - - - - - - - - - 1b - �� - - - - - - - - - - - - - - - - - - - - �L 0 0 I o Piles as shown for estimating Timber Pile, Driven quantities only. Final timber pile layout and lengths shall be determined by 0o the bridge manufacturer. 11 ,_0» 19,-0» PLAN VIEW OF BRIDGE Scale: %4„ - 1 '-0" Str. on Line 'BR 1 " West = Sta. 104+0300, P.G. Elev.= 765.80' 8'-0" East = Sta. 104+51.00, P.G. Elev.= 765.54' 21, Pathway Pavement Section 4" Timber Deck 28718" Timber Stringer - x 6" Rail Cap (typ.) 4" x 6" x 4'-7" r= 2 x 6 Rail (typ.) Railpost (typ.) 2" x 8" Lower Rail (typ.) Coarse Aggregate n 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 Railpost Block (typ.) East Abutment El. = 761.80' o, 4 West Abutment El. = 759.06' m East Abutment El. = 758.80' 1 0 ,o f 18 Revetment Riprop 5Y8" x 28%8" j0� over Geotextiles 4'-0" Glu-Lam Stringer (typ.) 4 _0 O " Channel Clearin Elevation Geo textiles Behind = f t g Abutment & Wingwalls 1 '-6" 755.3 (yp.) SECTION THRU STRUCTURE Scale: %4" - 1 '-0" 12" 0 Timber III=1 I l III=1 I I=1 11= Piles Geotextiles I I o I 2,-0» 1 ,_0» 8,_0„ 1 ,_0» TYPICAL SECTION THROUGH ABUTMENT Scale: %2" = 1 '-0" 4,_0» 4,_0» I - Line "BR 1" & Structure 69' 6q Existing Slope 1 29' Slope Slope Existing TYPICAL SECTION AND MISCELLANEOUS DETAILS Ground �:� * s�•� � Ground TREATED TIMBER SPAN BRIDGE 1 Span ® 48'—0" 330J/Syd. HMA Surface, T e "A'; 9.5mm yp 8'-0" Clear Road way, Square over 5" Compacted Aggregate Base, No. 53 * 4:1 Sideslopes unless otherwise noted on PEDESTRIAN BRIDGE OVER MITCHENER DITCH TYPICAL PATHWAY SECTION the Cross Sections. The areas immediately ,, CITY OF CARMEL surrounding the bridge will have 3:1 sideslopes. Scale: /2" HAMILTON COUNTY, INDIANA Sheet: Project No: _ * N0. 9300383 2 of 7 2005- 167-1 a = srATE of Drawin File: Scale: �� 2015-167- 1 CONSULTANTS r AS NOTED 8415 East 56th Street Indianapolis, Indiana 46216 c _ _ UTILITY OWNERS 00 °� �� O O O •C a) t D 0 0 0 D ° a) - O N - 3 O O X- a)= U p1 D' a)+'= Y Y Y ;L L a)rn V N N C= Y Y °� _ °1 a) - °� a) t C L .0 L L Q) L L ° ° O L C ° C C M O L a) L O C C O L C L O C ° ° O O I.7 (o a) y - 01 cV U L0 V) in J - s s s o 'C' vi vi cri vi vi i` ° a o v `� n °° `3'�'�'� nm o 0 0 m m °° ° m 3 0 o c c .� a 'a m m m m m m m¢`¢`¢`w in Q in in ¢` a °Q in in¢` in J¢`in °' ¢` ¢` ¢` ° O O O O U U U O_ _ ° p O ` H ° O 'aH D_a a ° O d d O_ O_ � N a) � C � O C C C O D_ O_ �d W W U \\� p N - � O s � N � � O ° N N N C N N N N N N N N N N � ° m ° ° U ¢ ¢ ¢ c to O M a) co M'� p co N O r•'7 N -O..,4 N N N a) 0 Q`)i")O s O x. io N N a) N N ih O W N _ O in in N 00 d- n n n¢eC n,I"'in n C v n�` �`n`Z`v n n n n n ` N "_ U H U CO O O a) a) a) O O- U U U U U U ° N? C d- O j(� O O O �' U ,�^N _ O °+ rn O O O C.� O O C C C (n ° �, SEC. 27, T 18N, R4E a N ° ° O o Y 3 - Y N Y 3 Y 3 ._ N c ° ° ° ° C ° C ° ° ° ° ° �, o o �, TELEPHONE.- AT&T Q. o o o O _ C C C C C 000 0 0 O � UUU- UWW._ V t UWWU W UW U U U U N v�o v v c > > a) a) s O O O N O 0 `� 0 �0 � .� N O E M �, �. U � , cOp�° ° _ � �_ � C ��= � mm`w��_ �� mm C M 1 p 0 � � � 3 �, � � � �, � � � � ° � ° � � DAVE MUSALL 0 00 00 .a N U U U U U U I\ C v «7 Ln lf-) T C,�O�O °0•`•C °_ ° ° °•C ° ° ° C ° _. 1--- � 1- _0 00 N U °- to N _ � C cD ° C cD U °c0 0 �O _O C d-�In 0T N ° ° lfj ° � O O t!J C C C U U C CYJ V m� U� U' � U U_ C Lam. U U� U C �C �C L C (n m n n cLAY TOWNSHIP _ _ p �, _ o 0 o p ° _ _PO ° 7 ~ > > >~ O M •--- O N O) O 3 �' m U M W m O O°° O) g W O)[o In U M r- 00 O g d c O O d ° gy m c0 00 to (o M J J J ?_ J m m t J ~ J m `J fn m 0)J m J J J 0 O _ - p O � � m � " � cv HAMILTON COUNTY ° � � � N'� ° .. �* � � I��� � � � ����s 3� ������°-��N3o � N_ = o . - � � � .° � ° � � ° CO°N�_ �,��o6cnco �to(n- Inao � N ° wU � � oU 5858 N. COLLEGE AVE. '° 000 6 � N d- N n n _cCOO 3 ``a0 ^ �- °�,'`' O ° ^ o`.,O �O 0 N �� a3i O " " ate' In Ivj iri d+' t\ crD ° 3 � m ^ " " + d0- i i in u+j u+7 i Obi ��CO�p d-rn r�°N ao 0o M U 3 M •%o o.° M M N INDIANAPOLIS, IN. 46220 p + + O cD r7 � \ 00 00 a) N x a) a) N 00 Ln r-m 00, C + - a) m _ a) + r-to d' co�n L0 0� N O to d- � to Ln Ln r- co -- C ° ° U � � � � ° ° CCC + + � � c c_ � �, + � + M _ C ° o + PH. (317) 252-5143 N O) d- + + ,� i"") + _- 0 O)O co '� °�N 00 M �n co M N n " N d- 0 O)cr) �� + a0 +M.- _ + a) "'O d-t r N M �o _ d- ,,� �n �.N I� O d O N ,j f` lf7 O co " p M + ,� M + _ ,-.._n� a) a) a) a) �•` a) Ln -�'-�� C � .0+ N -� � O)O 00 �n co O _ N t� � � O �..�.� M ���co + a) ^ ^ N ^ t+� io��o N �C � M 00 00 co °� 0) (n c0 co N N L, �O l c c C = + + + �- - C + + C C •G C °� d co r, +c0 +'- + 00 dco + co r, to cD 0 + 00 � L M M a) a) a) .`O a) a) a) + N N N cD M cD^ -� ° ° N° ° + °' "' N °' "' WATER & SEWER: CARMEL WATER AND SEWAGE UTILITY N k,� � U � a) c a) ��r' + C a) ya), + + + +M M to+ + O O+ '^ ^ + cD + + c+D r)Lr C + + + + N Q>�..._.�� ���.� O 0- Co 00 U C' U " N M co(o cD+ (o(o CD 10 N O CD (o cp (D .- tD co + C + + 00 p N N N N �., U U U o U �, ° r- a, to ^ PAUL ARNONE ��__� N " in t1")�i 00 I� 00 O CV Ui O N in co �^} j c0 O_ CD 0 N >. N ° 760 3RD AVE. CD BEGIN PROJECT ' '` + °' N CARMEL, IN 46032 P.O.T. STA. 101+6J.70 "BR 1 " ,...\ - M ++ N + + `� �, PH. (317) 571-2634 °° P.1. STA. 101+6J.70 "BR 1 " " ~` +M +^ + ``� - �,`�� �\� �� \� � � + � � See Special vision 19 , P1 STA. 105+50.68 BR 1 p ELECTRIC: CINERGY co Ln P.l. STA. 101+63.70 "BR1 " \� 0 � `�,�StrZrure ., p =4°33'35. 18" Rt. re ing the andscaping and MIKE KOONTZ P:l: S x'02+73: 8 .., 8 Sta: 10 +2TL10 "8R� " �,\� trees wi •n t area. 1441 S. GUILFORD • � =6° 1932.99� L t. '. - `�`� `- - ... NO CUlVe _ � CARMEL, IN 46032 \ _ - --- -__ PH ( 1 ) 776-5359 No Curve 8 ' > �s \ 765 - _ tea X ' +65 - -+OQ---- � Consfr:"�Liini�s�.._ PA Constr. Limits - -----_> SE NETWORKS INDIANAPOLIS Exis t. \ � ..�, ",-____ ed ��� CABLE BRIGHT HOUSE � 65 65 R - - JOE EVANS (45:4_) - _ -- l ' 3030 ROOSEVELT AVE. Line "BR 714" _ --- -- ---- 2" RCP IN 46218 �\ Brick Sign ..� _ -, � INDIANAPOLIS 4 '56.32' ° 9' �_ - _ 12 RCP PH. (317) 339-9075 � � S 89°5 E ' \ �--- Exlst: 6 $3 45' Exist. R�W E�e< .� e� �� - ---- --- --------- --- - �=- --- - GAS: ENERGY �\\ -i------------- ------ - -- - --- �"--- R S 89°59 0 69 E ILLS ROAD - --------- ----- -- L - -� _ - ----- _- - -- ---- _ S 85°2555 3` "_E -ice DON PERDUE • - � 760 �• 3 16000 ALLISONV Plpe S 89°J30 69�- -- -re - - - -- /,� 30" steel Pie - �_____ -T., �_� � � PO BOX 1700 __ Gross '--�- i �--c,T.�+�- - -=T+�e_ _-"-. - ', 1./'!' Tele Tale- Tela-Tsle - - � 7.q � � 1 - ___ _ �° `�� �,, \ NOBLESVILLE IN 4606 6" CPP _ - - - P -- � ., ----___---- C�-=---- ---- __ 3f� _ °�-- - _ PH. 1 776-5534 nstr. Limits � ��,����, �� Con Limits cA--��' el Pipe wcut and remove 10 /f� �` - -�- - -- f t d Guardrail �T� o xis ing Pave Ditc as shown ��, �•, Conc. - - �o Line & Sectio Line \\ EXISTING STRUCTURE II =_ 0 Coble Lid _. ? c� 59 30. ( one at Pr posed Bn g Locat/o ) S 89° o Guardrail -- ------ -------.- 7�q.- ------------- --- - ` ��� � \� ` � -_--�'` �_ -------------- 160� ---_15" RCP _ - - HYDRAULIC DATA s - _--------_ - 18"l�CP \ END PROJECT \ �°' ----P.O.Te STA. 106+50.00 BR 1 l8" RCP l8" RCP +36.5 STR. N0. 10 �' �.-�.� �\ ��-�- �-�__ �°•- \ � " • �� � �� Drainage Area: 3.4 sq. tulles P.O.T. STA. 100+00.00 BR1 = 36 Lft. of 4 Underdrain Pipe (Non Perforated) req d. \ - - - __.---- g 1025 cfs P.O.T STA. 10+00.00 "A'; 35.28' LT. Connect to existing and extend as shown I ~ , \ Discharge: _ P.I.P1 STA. 106+50.00 BR 1 Design Concrete Outlet Protector, Type 2 and Rodent = _ - =4°33'35. 18" Lt Q100 Elev.: 762.80 ft. (Pedestrian Bridge) Proposed Low Structure Elev.: Screen req d. at outlet No Curve Proposed Backwater (Q100): 0. 10 ft. (Pedestrian Bridge) Cross Hatched area indicates 98 Tons 5' Split Rail Fce �,\ �,\ '�,\ `�;,\ -�,� " - Cross Hatched area indicates 98 Tons of 18 Revetment Riprap over 141 Sys. _ , �, \ ,\ \�, \� P.O.T. STA. 107+51.00 BR 1 - Proposed Q 100 Velocity through Bridge: 5. 14 ft./sec (Pedestrian Bridge) P.O.T. STA. 17+50.00 "A m 39.73' LT. Existing Low Structure Elev.: 762.68 ft. (131st Street Bridge) of 18" Revetment Riprap over 140 Sys. Geotextiles Req'd. N Existing Backwater (0100): N/A ft. (Pedestrian Bridge) Geotextiles Req d. N =\ Existing Backwater (0100): 0.58 ft. (131st Street Bridge) ^ 2 Existing Q100 Velocity thru the Bridge: 9.52 ft./s (131st Street Bridge) v _ _ Existing Waterway Area CL Top Nut of (N.O.R.A.) _ 3 01 0 provided through the Bridge (0100): 107.67 sq. ft. (131st Street Bridge) ° C 0] U7 •C Fire Hyd. ° - - Proposed Waterway Area v � � � � a � 1 5 8° Rebar 518" Rebar w/ 0( a s W �, ° US/ cap g ° m o Y ° goo ° � C Y provided through the Bridge (0100): 199.55 sq. ft. (Pedestrian Bridge) ?8 w/ USl cap 5 o ° 3 ° ° � � � � a q Q, o AA� N Q, O � O p p p ° O O p c c "DON'T DIG BLIND Cfl � W Y Y � d Y Y �' .- d- n N � � � U � � � °° °� a) � a) a) a) a) U � =o � o aUi � c c c c c � vni � o' > > � a � a) (' C7 c a) � c D c ` o c - - N CO o+ o ° - � = - - - � v o p,c7 c.� T o Mog Nail Set ° E a - rn'� rn a� a� ° v ° C u C a) a) u u E g M > a) a) O C a) a) J > > C a) a) a) m a) N C a) a) 1 O . A 1.0' A.G. in N. o n � ° ° � .�°'. ;o � ;o c c v � � rn� c J c � c c ° � � ° ° a) c Side ofPWP NE Corner of ° � �') � � � m m F- � m` c� m` c� x � c � �n m` mmc� xc� c� c� c� m � �n � mm i� U Mag Nail Set in N. Side of Wood #059-837 Co Comer � � � ^ ) C'5 U M U >< -S � cD Ln � � � ^ ao N � o � o � � bo o_ ^ Cq ALL RIW ON THIS SHEET TO BE AS SHOWN. 4 Fence Post Ditch � u-i �i co cl; ro �? cv cri ° -i rn cri ci ° r i u i cD cD ri a `� ri ri co o.PO.r. 17+2s.5s o.PO.r. 13+2o.4s ALLRIWONTHISSHEETDESCRIBEDPROM ' C_ N � L6 C o � M � 06 °° � `° � � cr � � � � o N ° � � � 0 � _� UNE "A'° UNLESS OTHERWISE N0TL�0. 48.86' Rt. Line "A" 71.83' Lt. Line "A" " Mr ) � NN co ( N � 82:) 1� r � M � d rn � co co co co co t� n ao a0 a0 0 0 0 0 0 0 0 r-- � � � r rn N NORTH: 50000.0000 NORTH: 50120.7490 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + M M M M d- d- � � d' � � d' �t � d t �o �o �o �o in �o �n �n �n �n �o �n �[') �o �o �o I� EAST 50000.0000 EAST 49593.9170 � � Ln STA. 0300 --BR� ___ Pi t��.- STA.---- /f1���7- --/.//1 / _ _.... __. -..__ ....._.. .. .. ..... .. .___ __. _- ..._. ..----- - ....-...--__.... .......... ......__. _._._.... .._._.... ....._... .._...... ....__..... --_...--..ELEV.____._._. .. - _. _- ..._.... ..__........ ..._........ ...._.... ........_. . _._._-_..__ ._.._....... __ -_-_ __-__ ____ ... ..._.._ - ...._.. ____ _. _ _ _ _ _ _ __ _ _ __ __-- __ _ _ _ 1 -800-382-5544 _ _ 76f�� ........ _ _ ELE� __.766..50._ _- - __ �LE� 7x3.._75 __ -__ __-_- -- _ __ _ _- --- -_ .. 775 -_ _ - _ _... . - _ ......._._ . _....- - - --- ---- --- _ _ - - __ -_ _ -- __ -- ..._ ._. ... .. - =_ __ CAUTION !! - - - - _- Existing- Pro- __ --- - - ---- _._._. --- _... _ g _. ____ ____ ______ __- _ __..... ..__.- -..___-- -. . .____ _._... _ ___ __-. __ _ _ _._ SHOWN ON THIS PLAN ARE BASED UPON AB01/E GROUND - - Lfne 8 1 _ - - _ - _. .__. _. - -- -- _. .... .._.... .._..__ __._ _ - -- ------ -- - _ „ _ _ ___ __ _ _ _ _... _. ding, but not limited to, manholes, inlets, _ _ EVIDENCE ��c/u __ ._. ._... _.. __ ..._ _... _ __._ ._. __ __ _. __ _.. _. ._ _ __ __ _ _ _ v Iv and mocks mode upon the round b others AND _ Proposed P �� -�radtT -_. _. _... _._ - -- _.-- __._ _.- _.. ---..._.. --__-... _:::: -_:- ::_.- -::__ :.___ __ ..______ __ . :..: . ::_: - --- --- :_ :-.- . ____-__ --_.__ : /V N NAT TH R MAY ALSO BE OTHER _. ARE SPECULATE / URE E E - -- -- E ? -_ Lyrae 8R1 --- -- ___ _..__._ ___ ___ _ +--- __ ---- - - --- ---- - __ _... - ---------- ----- -_ __ _ EX/STING UNDERGROUN UT/L/T/ES OR WHICH- -- - - --- --- _... -- -..- --- - - -- ---- ___ __ _ ._. --- -- _ --- -- ----------------- ---- ---- _ ...-_. - _.._ ._.....- __. . -0 T-- .-- +�.0 ---- 3 3 765 -_ ___ _ _ _ _- - .. _ __ ___ - _-- -- - --_ _ _ _ _ _ ---____-- - _-- -_ _ _ _ - _-- -- - -- ---- --- - 765 E VIPENCE WAS OBSERVED. THE EXACT L OCATIONS OF SAID ___ ._.__ ... __ >-- - -- - - ------ - --- -------------- --..__ ._...... ......_- ---- ---- -- ---. - ------..--- -- -- ---- -._.._. ._...___...._ .._.. ------------------- --- ------- _ _ - - - ---- __ _____ _._ ___ ____ __ _-� EX/STING UNDERGROUND UTILITIES SHALL BE VER/F/ED BY -- - --- - ---- - _'' -.. -- -- -_�..- - -- - --------- ------- -.._.. -- -- - - - - ___ „ �`\ ---..---____.-- _.__._-- _.__._-- _----------------..._--._ __ _ THE CONTRACTOR PR/OR TO ANY AND ALL CONSTRUCT/ON -.STA.._ � 1+63 70 -BR1 - -- �� � EL 76S•93 __ _ ............... _ __ _ _ --_____ --- --- -------�-r-- ----___ ---_..._._-. ___ -- -----_----- --_- -_ _ ------_- - - _-- --_ _. - -- _ _- - - - - ---- -- 1Of� Et. _ 760 _ __ _ ___ _ ___ ---- __ _ _ _ _ - --- ----- ----- _----- - ----- -----_ __ ___ - _ _ _ -_-- �---�--- _----- ----- ------- -- --- ---- -- ____ __ -------- ------- -- _ _ -__ - - 760 EARTHWORK SUMMARY ----. _ .___ .-- ------.___._____.__. Common Excavation - 75 C s atched rea mdl 7 6 C _ � _._-: Fill + 20q = 928 C s - - - _____ _. _ _ __ f---�'aarse-- fiar- -rr�-�eTrt -------. � ---- _____ - .f_._ --- -----�f_� to--far-End- ---- _-- --- -..__ _..__ --------------------------- --- ------ _ _ _- __ -- - -- --- y - - _ _ --_. __ _ __ ----------d- nt ---- - -- - ._..------ -------- ----- -- ---- ---- -..--- ._ . . ...... _- -- _ _.. _ __- � _._ ---- -...... ____ _.._..- ---___ _,�_ ,� _ - A�kf_I:lt_----- __: --_ ____ -__ __ _ - --- ---- erway xc. ys f///_.-- --...- ------ _-_ -- -- - _ ._.._..__. LEVEL DATUM IS NGVD 1929 USING. ___ _....__-- _._._.-- -_.___-- _..__.-- -- _ _ - Usable Waterwa Ex c. - 20 C s USGS Brass Disk /n Conc. Post RHP 1 7 - Carmel tulles _.._..._..-- - - - -- --.__ _. .- - -- ----- ---- -- ........- ---- ---- ------- ---- - - -- . : _.._ os Stamped 95 195 52 C e 4 E. -- -_ __ _ _._ __.._. __...7:�'_.� r�nenf......Riprap.._ -__..-_._.._._._.- _1--S . _ - _.-- _.__-. __.._.- __ . --_- _-- -- -- ----_. __._ _ Borrow = 893 C s S y alon Mohawk 131st atAT the E. Quarter Cor. of Sec. 27 T 18N R4E. 19 N. and --- _ _ ___ __ _-__ _.._._ _._.__._ __. _ _...._ __..__._ __.__ _____ _..-_ -_____._ --_.___-- - -_..___-- _.__._ _-----_.__-- -.._._ __._ __.__.__.. __-- _._._-- ---------__-.._ __-- -_-.__-- .___-_ _ _ _ --.....__ _ -__.-_-- 9 ( ) Q � �, ever �e t�xt7e� �yP•� _._--- -Pe to__ yQ- al W. of fi Road, S. 2 SE of Southeast --� _ - _ _ -- - _ -- _- -- - - -- __.._ -. - - -... - ----- ---_. _._ _ _ - _ -- :. Cor. Fence Post. _ _ --- _. __. _....__ _.__... ..----- ---�---- -.___ __ ._. _ _.._.._ _.. ____- ---.... ___ --------- ----------- _..--- -.-- - -- _ __. .... _..---- ____- -- - _......._ - �, -El. 755., 0- 750 750 _ --- -- -_ __ LAYOUT TBM 3 Cut X on N. Side of Fire Hydrant 360 W. of CL of Bridge over Vesta/ o_ _.._.. _.... ___ _....._ _..__. _ .__-_ ___._ _ ___ _ _--.__-._ -- ___-. - _-- _ _-- -- -._ _._. _.__ _ _ _-- .- __ _____ ___ - �, Ditch, 19 S. of CL of 131st ST (48+85.09, 18. 16 Rt. Line A ) •�, � - __ ___ _ --7�7in= ....P�_._Ti - EJ- --745r 3- _____ __ -_ _ - _ _ _ p - _ _ __ _ __ ___-__ _ - ____ -- TREATED TIMBER SPAN BRIDGE TBM 4- Cut X on N. Side of Fire Hydrant 105 E. of CL of Bridge over Vestal __ -_- _ ___ . ....- _ _- , „ f - - _ 745 Ditch, 22 S. o CL of 131st ST (53+53.74, 20. 14 Rt. Line A ) -_ � � _ _ _ - _ = 745 , __ o - - w Skew ear Roadway,- - - - - _ ... .... -- -- _ _ - - - .._.._% .__ ..._ - _ - -_ - __ - --- - - _ _....._ _o _ __ °� ,�:_ _ _ _ __ ,d.___ ___ __ _ ___� �. _ ___ _ _ _ _ _ ____ __a� ___ ,� �,� ,� © PEDESTRIAN BRIDGE OVER MITCHENER DITCH - _..-- ___. - _ - _ _. --- a CITY OF CARMEL - S T �. 1 E _-- - _. _ __- HAMILTON COUNTY INDIANA . �'� F -.. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 ' =*� No. 9300383 �: Sheet: Project No: 3 of 7 2005- 167- 1 = STATE OF PROFILE ON PROPOSED � ROADWAY _ SCALES: HORIZ. 1"=30'-0" VERT. 110=59-00 �rawin File: scale: CONSULTANTS ��i 2005-167- 1 � 1 " = 30'-0" 8415 East 56th Street Indianapolis, Indiana 46216 10J+50 ...... ........ 770 .......... .......... ................. .......... ................................................................................... ........................................................................................ ............................................ .............. 768 770 ............... ................................................................................. ................. ................................. .................... .......... ......................... ........... ........... ............. . .... ................. ........................................... .......... .......... ................................... ­- -----........... ............ .......... ........................... 766 768 1 ....................... ............... ............................... ............................ ............ ............ .......... ............... .................................. ..................................... ......................... ........................ .......... ........... .......... ........................ ------- ..... ............................... ..................... .......................... .................... ........................................ ................................................... ............................... ........................... .................... 766 .......... ......... 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............................................. .......... .........................................750 .. ......... ............ ............ ......................... .............................. ................. ........................................... ............. 60 .............. ........................... 50 40 70 —60 —50 —40 —jo —20 —10 0 10 20 Jo 10J+J6 770 ............................. ........................ .................................. ................ ........................ .............. . ................ ........................ ...................... ............. ............ ............................ ............... .......... ....................................... ................................................. ..................... ...........770 .......... .................. .......... 768 .................. .............. .......................... .......................... 4............................ 766 768 ........ ..... . ......... 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AF 38.8_........................ ................................................ ........... ............................. ...................................................... .............................................................. ........... ...........................758 ......................... 756 .......... .......... .. ................. ... .... ................. .............................. ........................................ ......................... ....................... ............................................ ............ .........................Vc ol­........... _w 7%9 ............................... ............. ............ .......... ............................................................................................... ....................................... ..........756 .................... ........................ ................ 754 ............. ...................................... ....................... .......................... ................................... ....................... .......... .................. .......................... ................ ................ ........... ......................... ........................754 ........... 752 .......... . ............ ............. ..................... ........... ............... .......................... ........................................ _-_ .................................................................... .......................... ............. ......................... 750 ................. ....................................... ........... ...................... . .............. ...... ... .......... ...................... ........... ............ ........... ............ .............. ............ ..........752 ............... ......................... ............. ........... .................. ................ ... ........ --_--.......... .. ............................... ............................... ............750 .................................I.,................ ............. 60 ....................... 10 20 Jo 40 50 —40 — —70 —60 30 —20 —10 0 HORIZONTAL SCALE BRIDGE FILE CITY in = 59 HAMILTON COUNTY, INDIANA VERTICAL SCALE DESIGNATION 1w = 5s SHEETS SURVEY BOOK DESIGNED: DWB DRAWN: DWB CROSS SECTIONS 5 of 1 7-CONTRACT PROJECT IP CHECKED: MJO CHECKED: MJO LINE B R 1 it 105+00 __ __ _• _ _ 770 { _ _ _. ._ _.. __ _ .._ . . 768 _ _ �._ ..770 I _ _ .... _. .._ ... _........._._ -.. .. ...._ ......_, ... ..._... ._ .__... .. .. .....__�, .. __... .. .. .1 _... _. .._._.. ... .__.. __. _._.... _.._.._ 1__ _..... ._- 768 __ ............... ( .. __ � _ __ .... .._. ..... _. 766 { _ _ I I � __........... _ .. _.. _ ... _ _. .... .... _ -- _. - -- -- _ _ 764 766 __ _ _ __ _ ,_ __ _... � _. ___ . _ _ 764 _ :__ __ i _ � _. _ I_. __... .. . 1 _... _ __ -- 762 ..... _ - __ _ __ _ __ _ _ _ _ _ _ 760 762 ! - -- --- --- -- _. _ I /��J i ........_... ..... ......_. 4 _. I I 758 760 _ _ I d i 758 : _ __ i _AG-O AF-7.2..2.... .. _ _ _. _ _ ... .. _. 756 _ _ I _ __ _�_ VF-19..1._... vc , _ � � : 1 �1 i 756 � . _ _ _ - 752 . ......._ .....754 f _ _ _ 752 _ _ . _ _ __ _ __ _ . _. __ 750 _ __ .. j t- t _ _. 748 750 i _ � _................. _... _ _. _. . _.__ __. _'__ _ __ __ __ � _ _ _ __ I i i _ _ I i _ _... _ ...._ _ ...__ __. _.. ..__ 40 50 60 70 _ _ __ __ 30 748 60 -50 -40 -30 -20 -10 0 10 2 END BRIDGE STRUCTURE STA. 104+51.00 "BR 1 " AC=O AF=138. 1 vc=o VF=O 104+50 ......__..._..... ............ _ t 1 768 _ ... .. _ . _ 766 768 .. .._.._.. _ _ _ _. _.. ................. ........ ........ ..... 766 - __ : } _ - _ -- __.... __._. ._..... ° _.._...._ __.._..... ....s. _.-...... ___.... ........__ _ i. ........... �--� I . ...._..__. ._ _ _ _ �.... _ 762 764 .. . .. .. ............ ....... ....... 760 762 ... _ _ 758 _ _ : 760 .. _ _ 756 I 758 _ .. �_. 754 756 _..__ _ 754 , _ _ _ � fff [. I � _ _ __ 752 _ <_ _ _ _ E l � u?_ ___ _ __ 750 75 � __ _ f ♦ b _ .__ .. 750 _! _ _ C ..-... 10 20 30 40 50 60 _ -20 -10 0 -70 -60 -50 -40 -30 BEGIN BRIDGE STRUCTURE STA. 104+03.00 "BR 1 " AC=O AF=99.6 VC=O VF=11 104+00 ...... _ _ _ o ..... . ..... { _ _ =99.6. 1 _. __ : _ _ � _ ' _ _ _ __ 768 : 770 _ _ __ _ _ � _...... _ ... _ __ __.... ._ ___ __.. _. _. _ _` _ I __........ AC 0 AF ' 187 � VG 0 _ _ . E __ 766 768 _ _ __ 766 _ ........... _ 764_ _ i _ � 1{ 762_ __. _ _764 _ ................ _ ..............._ � ... .... _.......... ....... _ ....... _ 760_ ___762 _ i ___ __ -_ _ -._-- E : �___. _ _. ._ _ _ - ___ __. .. �--� __ _ _ 758 760 __ __ _ _. _ _ 3 : i _ _ _._ !: 756 758 _ ....... i _ _ ..._ : {I 4 756 ` I � I j _ _ 752 754 _ __ _ _ � 750 a ..........._ ... ........._.....752 . _ _ _ 750 _ i 40 50 _ 20 3 10 _ -70 —60 —50 _ —40 —30 —20 —10 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1" = 5' HAMILTON COUNTY, INDIANA VERTICAL SCALE DESIGNATION in = 5' SURVEY BOOK SHEETS DESIGNED: DWB DRAWN: DWB CROSS SECTIONS 6 of 7 CHECKED: MJO CHECKED: MJO LINE "B R 1 to CONTRACT PROJECT