The URL can be used to link to this page

Home My WebLink AboutCool Creek North Trail (& Bridge Plans) M_ PROJECT DESIGNATION 0600390CN 0600390 -- CONTRACT E j i C N U I ! A: j R-24657 INDIANA PROjE�I �talL-,U�r _ r Cr�i_I ERIfi- I TKAN��'<>R �;r? � . ,�;;r.�_• __ .: � FUNCTIONAL ULASSIFIC-A IOIN 0j CA RURAL/URBAN �'- '- > -- — —. — <I)IR t-, c TERRAIN , � `E TYPE -- ,PANS SKE'N OVER � STATION AccESS CONTROL • COOL CREEK I� T� '� TRAIL BRIDGE STEEL I RUSS BRIDGE 1 'a79 —0 NONE COOL CREEK 53+41 .70 "PR-2" TRANSPORTATION CITY OF CARMEL E360ARD TRAIL AND PLANS — - EI Ilu FOR SOIPANS... OVER 20 FEET �I u- Kb CITY OF CARMEL PP® Z) DATE.- �- �/ r COOL TRAIL J RRIR PRESIDING OFFICER PROJECT NOw 060039OCN PROJECT DESCRIPTION S k _ NIA 1NI�EIJIER TRAIL AND BRIDGE LOCATED APPROXIMATELY 1670 FEET NOR-FHEAST OF THEs - r l _ INTERSECTION OF RANGELINE ROAD AND 1 36TH STREET IN DOWNTOWN CARMEL, _ 1NDIA.NA,APPRGXIMATELY 14 MILES NORTHEAST OF INDIANAPOLIS, INDIANA. MORE I -- f SPECIFICALLY, THE PROJECT IS LOCATED IN SECTION 19, TOWNSHIP 18 NORTH, R S. MEMBER RANGE 4 EAST, ON THE U.S.G.S. FISHERS, INDIANA QUADRANGLE, ALL IN DELAWARE TOWNSHIP, HAMILTON COUNTY, INDIANA. Is - i , A�S? J END PAVING -EXCEPT/ON r �r r BEG/N PA VING EXCEPTION P.O. `. �, • P.O. T Sta. 52-1-99.87 'PR-2" R- 4 E. T. Sta. 53-f-44.03 PR-2 P 4 M ANA L. RDRAY RK°TREASURER A )Dr tees Sf Maralice Bf_G®N R • ONf_CT _ n � O P O. T StG, 29461.09 ':� ; f?_. 68' Rt. o I) I S smoke D� Goa 431 BEGIN PA l//NG EXCEPT./ON Sm - P.O. T. Sta. 57f 7.7. 16 END P4OtJf C T P . - o v P O. T. Sto. z 8th SfNW th StNF_ —� < � h , h StN U N END PA V/NG EX•CEPT/ON w, / P.O. T. So. 71 f 03.04 'PR-2" t `k Dr m V a � N � a BEGIN PAVING EXCEPT/ON - m a° o` p` END PAVING EXCEPT/ON P.O. T. Sty. 7J-1-88-05 'PR-2" 3 StN ` POT Sta. z " 80 f 06.3,E Pr?-2 END PA V/NG EXCEPT/ON BEG IN PAVING EXCEPT/ON P.0- T. Stc: 74 f 30.58 'PR-2" POT Sto. 79 f 62.65 'i°R. —2" ° LOCATION IN THE CITY OF CARMEL m Scale: 1 "=1400' RECORD DRAWINGS OF CONSTRLJCTT - I•'r'�,.-> I - �_F �,ti'EC7R�ATiC.�1� f��(:�R-�.��,.� c ° ------------------ -- `J110 4t, lb- RUN�yDuELL E��ERGER TES � . . I�fbming + Urbw EAIW& 4 UndomP A 1111tNtUre '- I CEIRr11FIED Rl'. _ ��•,� ^_ 7 i - - - _- _ 8450 WESTFIELD BLVD., SUITE 300 "> 509 WEST 84TH DRIVE, SUITE G -- - - INDIANAPOLIS, IN. 46240 MERRILLVILLE, IN. 46410 DESIu?N El';�IiLrE�' Tf4_ 49 E�itM9PRtOrIR SuN611tf 3 �: :;- 219 769-2333 I 17 713-4615 -.=n -.n Indisro III!46M 017)203M27 FAX 317 713-4616 "° FAX 219 769-2377 APPROVED F � FOR LETTING: INDIANA DEPARTMENT OF TRANSPORTATION I„�ATE x J UTHXr1ES GENERAL NOTES INDEX GAS_ SFAD? & WA ITZE-R.- All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded except VECT1?L_1V where sodding is specified. SHEET NO. D ES I("'3N A 1"10N CITK OF CARYEZ URLITIES /6000 A_11_1S01VV1UL_ 10 1 CIVIC SQUARE The final cross sections of the grading contract will be the original cross sections of the paving contract. 01 TITLE SHEET ,V06LL_SV1LL4,_ //V 46061 CARML-L, /A/ 46032 However, partial or complete cross sections shall be taken if necessary to determine the actual excavation 02 INFORMATION SHEET 03171 776-55,34 (317) 571-�2 Iquantities. 03 TYPICAL CROSS SECTIONS 451 04 P, T A T7N.- z)01V - The paper relocatior, -ivi:! be cross sectioned by the EFigineer befoFe constr ction. AIIIV.- joltliv Ll NT _N _k A rK IT A OVIN I I- T:A 1-i ------- PA\1/FN41Z PF,,A( I I I I 'A Existing asphalt pavement located outside the construction limits, between Sta. 00+00 and Sta. 00+00 07-09 _-CONSIRUCTION DE FAILS Ishall be removed as directed. 10-14 PLAN AND PROFILE 15 RETAINING WALL -DETAILS The quantity of Peat "Excavation" as shown on the plans has been estimated on the basis of theoretical 16-17 SIGNAGE DETAILS cross-sections by using treatment of existing fills, treatment by removal, or treatment by displacement A 7- where each treatment applies. 18 LANDSCAPE DETAILS 111e.-T 1A4101MIA, DUKE ENERGY 19-20 SOIL BORINGS 858 11V COZIf-CIF 1619 DSFFF1V8AUGH 57.' 21 EROSION CONTROL PLAN i,AVD1A1VAP0Z_1,5: I'Al 46220 A-0A-(nY0, IN 46001 REPRESENTS GENERAL NOTES REQUIRED 22 LAYOUT -24 GENERAL PLAN ( )J17 252-5134 (812) J75-2021 2325 ABUTMENT REMOVAL DETAILS AT7A1• GREG CAMMACK /177A!• Coy McNamee 26-28 BENT No. 1 & No. 2 DETAILS 29-30 BEARING DETAILS 31 )FTAII -S 52-34 LJF— 1 /-\IL--) 35 BRIDGE SUMMARY OF QUANTIT11n_______ COYCAST CA&L-WSION 36 ROAD SUMMARY OF QUANTITIES 7 37-4.5 CROSS SECTIONS - LINE "PR- 2" ___ ,37 .30,30 R005f-VZZ T A Vf I AV SHADEI-AND 462 46-50 CROSS SECTIONS---- LINE PVDIAIVAPOZIS, //V ,50 IAIDIANAFOUS, 'N 46268 (j17) 409-73,51 (317) 632-9,1277 A 17M GAR Y GRA Y TTV.- J- Of-- L-VAIA15 REVISIONS SHEET NO._ DATE REVISED ghg J, ,10C 1b —----- RECOMMENDED INDIANA FOR APPROVAL: ............. NIL SIE Butkw sautfiwt DESIGN ENGINEER DATE DEPARTMENT OF TRA- 4 t Headquarh" Branch Locations V- 8450 WESTIFIELD BLVD., WIFE 300 BLUMON 260-82*-5720 DESIGNED: K_ MUELLNER DRAWN: L. OSBORNE TEL 317-713-4615 LAFAYETrE 765-423-5602 T INDIANAPOLIS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 -4 rAX 317-713 JNFOPAT AT I r-CN� Tr": 4 16 k1ERFXLL%!L!f 219-760-2333 7T T T ICIIECKED: B. WRIGHT C 1111,C TX E'D k Nf T 1 PLAMELn 3P-839-7PA7 t! all%% — .40 P r e• x E -R _ u r 1T��l _ >.1 it t�i)'i�J -- Q �9 J�� \\\\ ///� Q�11Ki S1�o' - --- - _ :�� !� � i� Sir-£:L L 4S �1 i j r 1"AL1J . •..t ZA�+S-�V-9�L L6lC 131 T a - - ��1 ��1 � 1 °N1�.v��I �I�rr�� niv � I�A" = = Hamm am 3m ---- 11 -.. ��1.�: T '. ��'JAN T';�._; 'H N-,'r F�.-. J a - •'rte" N I N "1 B d► r 0 T. _ �, _ �_ � i - 6 E F y 9 9 � �� 671 �M - ' � �� J.'r•�\ _ � e cj�l)� � r� **,Z" � F , H Q 1 ! SY z*.eg wS 0� „ 6 e 'c/,r 010.9*z 4 'Pals � keg--alr. 00 V**cV 'ISIS, N .��'e�' �ve*Z� 'b1S - , G l = N 91�£' •'a/off �, 1 17 ..L 7/1 � I& O.� 17 171-1 NOl1 0�,5 �SO�\? —7/V&- N�/1��S' S'.�O \� 71 b��1 W, - IfaMpod 7sx 6Z� a �-�- , �67 ! �oMpoodsx� z•� —1 I Iii i Ioa0 - i �NO/10-75' 1OO i /ZZO! _7S i C 0- s 0- g it c r.O` ` A jn_1)suoO aui7 t�or�,�n�¢suQ,� '7-Cy 2U/7 3 K 6 --- , t� r cyd I GG Sl FL 'V-/S i✓ ,, aOG 00 �`ZL 1 S o� , C,7-(y Cy GO Os f IL dl S ny_ � ; 1717/1 00 V-z S a� «�-8 0" 00 0, f gg i i l—III-I HO.14-'G ,,A,,, 7 /03r-IS I ' ,: I i �J � f i" ! !r/O�1O7S 117J S 1 I I �p --� 19 U/7 �aoJ ,'1'x.01 I i I � I I 0_ sailor 5 , V( —YCI,, 004-679 'b'1 S 0 L z XaIN o) saiaoA � �Z—tea;, Ol7�©�`•�d ,f dl S o� ,r Z-mod �f •JG7`-OQ -V/5 it .c Z-c7c r -90 99-ITZ b1 S p� Z-�o6 �6 '1*84 rz b'1 S Z-b'd GO S/ 4-_'L -tl1 S a� Z-bid GG OG zL 'V S s4-O T _ f 9L/� ,,a7aas, ,• 9�' 'LL fZ5' 'V-ZS O� , 67-�`d, SS Z 1 4-0-' 'VZS r4- , &C- 00 OG 0Sf[L 'I/1S a/ 1017-4YCIIr 4-10 rG 4-!L 'VII I NO/_/�. 5' SSO 7/b'&I 1 & 01 17 17/1 'Y 9 _� %� � I � O/1O-7S 77/d NO/103S 771-Y NOl1,a 7S 771-Y ze NCI/1,035 1 �i /aa0 �Ool d � — I I 11 i='L,- i N0/1O-75 1120 •c�� -� I Ltd i� NOLLJ-7S 1170 � �D°O 'YOD1 ��' 110?S l/7"? 9 a/Yale uo uM© SsyapDl I I 0 i 0 r 9 0- ,SalJL� aui 9 CURVE DA IA App• P1 5tc. 54*95J4 "PR-2" PT Sta 5510649 PP.-2v = � \ +� OPOT Sta. IJ*0260 10.11 Rt. t P. G. j 4*76. 19 CUR A TA OL CREEK JO'In tqreSS Easement in �z K, I .. --=.- _qr65511 _ !�E DATA SG17- 56"r A CIA TES, L Rt. 4 �1� Favor of the City of Carmel t Line A - -92 1 _� StG. J2*42.25 "A f_c,sem Or t t Line 50.( P1 Stc. 33156.26 '"PR-I el Woo .)o J A= 79 OJ'52" L L P C Sta. 57112.84 'PR- 111 T,-6;T L= 81.01' d = 42 50 aO'"Rt. R= 50.00' p/ Sid. 12180,28 "9" 0.p 0 T SIG. 15*ga,?j- 8 17 T= 52.54' OPOC Sta. Jg*gJ2,55, "A" J079'Lt. 2927"45- R1. CUR VE DA TA T= 41.26' nc. Z 22.5j' LANCAS7Efe REAL TY, LL L= 64_(�. 00 iv� L'a/Vc; U/// P./. Stc. 54-�-85_54 *�W-2 A dew Ht.• P Z Skz 36-/-00 97 "A E=- 14.83' p Z 5&7 Jj-fj6 N �� A-- 2 4 J6`56"R t. 2�k 0 Ve R11n) Vrll" OUR VE- DA TA A = 10:5-9�W N Lt 2 = 26W'14"Zt\ D= 577745" p POT 51G. 15--fj7J7 "Y' /?= loc. 00' 4 P. Sta. .36*00 87 "A 15,Sanitary Sewer Easement- PC 51q. 54-746J75j'ZPR-2`\= POC 51c. 57122 77 1:'R-2" T= 21.82 114 0 P 0 T SIG. 124-55 21 '"Y" '51 Alp A= 10:59:?66" Lt. P1 Stp. 34--t761,9 "Aw P Sta. 32142.25 -"A R, P 9G. 57-1-27 R_2,11 L= 42.96' R= 1000.00' 4 = 9250�21" ,W. Lin "PR-2' 4 60:M'18""R1 E-= 2.J5' L= 191-82 P 0 T _�Yq 29-1-51.77 "A" = 4 790a2rz I 1��P T SIG 57-fJ9 97 "PR-2 NIA T= 96.21 00 20' 11tillty X E= 4'.62' P.0 T Sta. 29157 75 �9R-1" O.P.O. T 51G. 15148.90 '9 I I.J App- R Easement Q) PC Stc 5745140 `W-2 App. Y4 Y4 _0 972 W- 1679' Zt. A 1- �\ I /. 5 ta 71� A -F-, ZS-egl�i 'wPR--2r Lh7e "A 51a, 57�61.99 `PP-2" CURVE DA TA Nay At P.1 Stc. 57*2751 ';OR-2" Alp Utility P T Sta. 57172. 19 "PR-2" A= 60-48`18" Rt. "6 R P1 Sta. 29*48,5 (9, 1104 ) k R 0 T SIG. -50 A 00 00 tt- be NPR-I" A = 2627:57"• A = 573-928"Z 1 11102 0 P 0 T 5ta 15179,52 24 31'Z D= 229'10'59, R_=7 (Vo Curve Run) 25. 00' T= 14.67" JO.3 CUR VE DA TA P _�'&7 28175.47 `A'w A RDEN, LL C. tJO4 I L 26.5,3' ?C; P. Sta. 57*61.98 '�01?-2" p,,Ep T G A 09 V9:50 R1. c Line V305 1 4= 26 2757"Rt. BLIPTER, RtUSTLE Tr t 0//, vas, and .4 87 VO W Z t �J06 D=- 129.19�?6 NIA X&C (No Carm Run) 00J. Electric Easement 51a. 22-�LO'755 "A T S&7. /10*00 R= 4• PO 00 "g T= 10.58 POT Sto. Y*64 15 `;4 " P./. sto, 26132.43 �4 L 20. 79' 1 e P1 Sta. 501-0525 'P' t?-2- F=- 1.23' .2J -1 0929:�q z 4 J = 1083352"Z t CUR VE DA TA E NIA (No Curve &17) » O P.t SIG. 314-36. 11 IPR-1 FORESTE LAND P1 5tG. 28486,92 ';Wi-I" A-- 264174 L t HOLDINGS LLC, A = 2621'16"Lt. 100.00' 0 .po C Sta. 2.6486.y2 "A 26 .28' Rt. L= 46.58' f- T= 2 J5 72' 5/c. 28114 71 -PR-1 E= 2. 77' 2 2833:53"Rt 30 j In gressl,C P.O.S. T 9a. (,P 1 60 76 'OA qrogss IN, Easement In Favor of the geor, WPR-1,0 CUR VE DA TA City of Carmel P 0 T Sic. 271163.80 �4w (Z?A 010 CARMEL HIGH SCHOOL BUILDING CORPORA 77ON P. Sta. 28-�L 86.92 `�D/?-I P C StG. .274 6J 90 IOR-I (A H-EA D) J) i A A= 26 206 t. P.Z Sid. 29-k 91.97 -"A R=- 700,00 a \ Line 4 41 T= 2.3 41 CITY Y OF CA RUEL A, P . f 2 '6�5 _w if J �4 4.� L= 46. 00 E=- 2. 70' .c I x�,Z( r Sec_ 19, T. 18 N., R.4 E. Line 7W--2" Clav Township CUR VE DA TA z--1 Homilton Coun ty P.I. Sta. 28*75.47 '�4 " A-- 2249'50"' Rt IR VE DA TA R= J70.00' CUR VE DA TA. Cls�o _Cl'tu. 26-k 32, 43 "A "' P. Sta 28*1-4. 71 '�DR-I T= 74. 71 147 -IL= 09_-2�9,39 L.L A-- 28 33 53 R L L-= 47' qz=:- 790. 00' R= 200. 00' 1 CURVE DA TA CURVE DA TA CURVE DA TA CURVE DA 27A a T= 65 60' T= x0.91 15 ' P./. Stc. 71.157.45 IOR-2" P.1 Sta. 744-36.27 "PR-2" P./, Sta. 76*26.94 '�OR-2" P.1 Sta. 79*07-96 ';OR--2" L= lio.91, L= 99. 71' App. N Z--- 458`26" /Ft J= 2 24J5 I?L A= 2'10'J4"' L t. E= 2. 72' E= 6.33' D= 28:38`52 D=28 38 D=28:3852 D=28-,3552 7 .1� lb 200. 00' 200.00 R=200. 00' 200. 06, T=- 8.6,9' T= 4.27 ' T= j 80' T= /. 18' 17J6' 8.41 ' L= 760' Z_ 2 j/` CUR VE DA TA CUR VE DA TA CUR VE DA TA \l E= 0. 19' f_ 0.04 E_= D.04' 0. 0,0' P.Z Stc. 22-�-22.55 "A " P.I. Sta. 22*49.83W P Sta 23-/-84.97 ':4 S.E NIA 5 f NIA S.E. A11A A--- 31 :30'34» t Z-- 284852 L t R=- 50,00 50. 00' 133. 00' IT= 13.3 5 T= 14. 11 T= 34. 17 P. C. Sta. 71*48. 77 'PR-2" 27 50' 1 6.89' L 27(2-3 F/ 51'a. 714-5745 ';017-2' E= 95 6'= 4.J2 4:98�?6" Rt. �T cb P. T Sta. 71*66. IJ ';01?-2" 7 0 P. C. Sta. 74-7LJ2. 06 '�Oq-2" \ ° '` F./ Sta. 74*36.27 P. T -'G. A = 22435" Rt. P. T StG, 74*40.47 ';01?-2" t \ � ` ` r App. )P-- App. Sr'nokey Roo Road __ I I- -) I I T, Line Line -A, App. Sec. Li P1 SIG. 28185,99 P. C, Stc. 76-r'-2J14 �t P.I Sta. 70*56.46 A 011 /7_� C") 4 = 8841VqAz1. A;Dl,? 94 *58'54 t. P/ StG. 76-{-26 94 -2'F'= lNo (No Curve Run) (No Curve RL.,n 210'J4" Z_t. P. T Sta. 76+JO, 74 7W2 0.P. 0. T Sta. 284-44. 05 '�g 9. 64' L t. RECOMMENDED : Z A FOR APPROVAL W- 51-1111zo rp lb Ji DE 1E PARTMENT OF RANSID Butuw scuf=t NL DESIGN ENGINEER DATE FEW IN =me = Hoodquarters Brocinsc"h Locmatirownsm M. SELLS MW Z DESIGNED: .._-GE DRIXWN: 8450 WESTFIELD BLVD., SLATE GNED: C. SWEAP 300 BWFFrON 260-824-5720 J, N INI[XAMPOLIS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 COOLCREEK TRAIL TEL 317-713-4615 LAFAYETrE 765-423-.5602 PLA 0 FAX 317-713-4616 MERRILLVILLE 219-769-2333 CHECKED: K_ MUELLNER K. MUELLNER I �CHECKED. I www.BFSEnqr.corn PLAINFIELD 317-839-3242 0 I OC NO -�_rve R111 zt r`o P. i-z Note: All RI.W and Topo 1:5 Referenced to Line 19" unless noted Parking Carmel HIgh School gulldll-,g Corporctlon c* 17-q Lot (Bit. Mat. Z -0------ 4 ------ _0 *5 LF of Satv,Cut Sec. 19, T. 18 N. R.4 E. I Required *6 �F of Saw-Cut f 1b Clay Township 21 Lf- rQ (L c wn) Cut- Sign, App Concrete Curb 36.02 _1j I Hamilton County 1I *11 LF of Sow Cut- stop Re "I I Required / *86.81 p i (Remove and RSign to Be reroved, set) Sheet 51 00 "Weld V�l 1-*6 LF of Saw-Cut pp ;11 -ft-a- 11 1 -A`I A R 72 Required 2 *05.85 MINE IN III /�7e %�rl Saw- —W __W _V_ I I ' Lt. 77 _ ,, ^_. __ _ -_._.__ � F- -. . ----vv —`7 --Vy vv w W 19 LF of Co,,icrotc- ---------- --- Curb to Be C G _G G G C, G G G G G G G G G G G G G G T 7 _1W>? 51 *IJ LF of Scw-Cut Sign, -20 LF of Concrete 1 166 of r0nrrptp_ -__1_ Required 1 ti 0 Lf- of C"oncrete- �Vallk TO Lr:)If_� r[C;-1M0V&U.' Curb to He removed 10 LF of Concrete' 6-9.4 sRemo o' AsotGlt To He ved Curb to Be remo wed 01 7? App. Sec. Line Q)l i SMOKEY ROW RD. -_7 (Sit. YGO Cost to be In.luded in 'Sidewalk, Concrete, Remove 0 DEMOLITION PLAN 54,00L LEGEND Concrete Demolition Fence & Curb Removal --------- AsphGlt Demolition -q Saw-Cut Parking Lot (Bit. yo,t. *6 if- 0"', saw-cut T, r!-7rr)P/ Hir7l? Sr,,�r)nl Pullding Corporction Sec. 1.!g T 18 M, R.4 E Clay To wn ship j 4-56.97 Hamilton County 9 -ADD. R (Lawn.)WP) 4-06.57 C A V— (,n _19 Lf of Concrete G __�QK�tp 4e _COMQ�ed 0 1 G --G --G G _c, --G —G --G C C cn 7 Ln 20 LF "o_�f Concrete F_x1'5t1'tq LCUr6 1� ig i Curb to Se removed 10 LF of Concrete Curb to Be remo ved S� stop sign (Remove & Res_-O J31 sys of Concrete U) Line "B Q; U) WGII< To He Removed Line '�5 5yoKL-Y ROW RD. SS__SS____SS_____SS___SS____SS SS SS SS S5 SS I T- Sec. Line c) (�)FCQNSTRUCTFD Aj 14 R Im T I vul lb RECOMMENDED INEHANA. CD FOR APPROVAL: AZ ma_._ 151-YlYz -I N-1 T DEPAP.,TMEN O"Lu; Tjl-�'�A,_NJ ;�. 13utier seufwt k DESIGN ENGINEER DATE PEWWf 7 Branch Locations Headquarters IM Ir DESIGNED: K. MUELLNER !DRAWN: K. CRUZ COOL CREEK TRA-1.1, 8450 WES-MELD BLVD., SLXTE 300 BLIJFFTON 260-824-5720 1�� I TEL 317-713-4615 "D A VEM"F�`N_T NDIANAPOM IN. 46240-8302 JEFFERSONVILLE 812-285-0590 _L r-A_ F__j MERRILLVILLE 219-769-2333 -g� FAX 317-713-4616 RL CHECKED: B. WRIGHT CHECKED: K. MUEI�LNER PAVEMENT MAR'KN www.BFSErgr.com PLAINFIELD 317-839-3242 Note: ' All' /A/W and To.o is Referet7ced t0 Line 'B" uniQss noted a � Sec. 19, T. 18 N., R. 4 E. i Clay To wnship Carmel High School 8uJ/ding Corporation II Homi/ton County Stop 5,19n Remove & Re et1 c o vm Lire uP,?-2"- � `- ' V AN ----W -W --------- ting ------------ -------- Curb Ramp III � I E 1--*5 LF of Saw—Cut ; r t App. Sec. Line ^11 Required" 1 Line ---JS---JS- - JJ SS --SS - SS— SS S-- SS - SS----'SS— SS END PROdECY STA. 82*87. 63 "PR-2" * Cost to be /n/uded in 'Sidewo/k, Concrete, Remove " s ®EMOUTION PLAN SXM,50 z-ECE Concrete Demolition Ferc6 x Ch, -T = Asphalt Demolition S;1w–f'rrt w, '517 WA TED IQUA Zi ~ PAY /TD11 Line, Remove Line, Epoxy, So/id, White, 4" � �77 LL�7e, Epoxy, So/id, Ye/%w, 4" Pavement Message Markings, Lane irdicatiorr Arrow, Re'-nova? I ^ Pavement Message Markings; Epoxy, Lane /rd%cotior! Al-11-61W _ Transverse Marking, Epoxy, Stop Line, 24 " Transverse Marking, Epoxy, Stop Line, 24 " Remove.. Transverse /vlark/ng, Crosshatch Llne, White, 24 - 1b Sheet Siqn, JO" "'Yield" t c L E1k .' Line, Rem,o ve, 42 L, �3) Line, Remo ve, 48 L ft. ,4J Line, Epoxy; Soird, Mhite 4 ; `0 'I� �; 5 LJn ej Epoxyj �f_�//1.11 7�e.Ifi YM, r , �l i•.�"`".%�V t.. � - c G Pavement Nlessoge '? - `` - 7 Pavement rVesscge Trans verse Mar k:'ng, Stop �yJ Jrars vci 5:: � (4� Trans re, .,e 411a.,nl, �, Cl.,_� , ---- �1. l RECOMMENDED s1d � r CD A '. FOR APPROVAL: ��lJ� �• - Butler SeaaSatt � DESIGN ENGINEER DACE II-------DEPARTMENT i ,� I $:� �� Es n J 4 o v� � �N o e n��ez ra• ! j r r - -- — ------ ----- — ( <a f i;L w_wBFSEngr.corn �� --•/.•�//�1 �1tNr,�� 1I I L—_ , :�- � -�_G �V�3 F ,� Headqucrters Branch Locations � DESIGNED• K. MUELLNER DRAWN: K. CRUZ COOL C REE K TRAIL � � 8450 WESTFlELD BLVD., SUITE BUTON 260-824-5720 IMXg*POLS. IN. 46240-8302 JEFFERSONVILLE 812-285-0590 ! PAVEMENT �a TEL 317-713-4615 MERRILLIL 219-769-2333 B. WRIGHT K. MUELL ER FAX 317-713-4616 CHECKED: PAVEMENT MARKING a ELD 317-839-3242 PLAINF O:n. J -24 pp of- 6" Class ';4 Tooled Concrete!121 Ribbing Preformed Joint Filler Con c. Curb Existing 12�,l Gut ter �Pa verri en t 6" Comp. Agg. J No. 53 Stone %" Preformed Join t Filler SECT/ON G-G Taper 4" Sidewalk to match Ramp (Where Shown) a� (Include in Cost of Modified Curb Ramp) t Ramp Groo ves (See This Sheet) Tooled Ribbing Detectable Warning 1® \\ \ (See This Shee t) \ Trail G � G 6'_0" Front Face of Curb — (n 0 CURD RA UP, TYPE "D , MODIf ZED Not to Scale lb y r �2 2 x_0.3 TOOLED RIBA9/NG DETECTA RLE DETA IL OF RAMP GROOVES WARNING DETA/L Not to Scale No t to Scale € L 9 L F1. RECOMMENDED z .•''..... .. . �'''. FOR APPROVAL: � 1� � �.��.� -° � r e .. r I I T L LJ 1 d_�A is � 3 A.�1� � �� ..� s.4 �� B%Uier F��.� s � e .� � ; z DESIGN ENGINEER DATE Headquarters Branch Locations = �� _' (DESIGNED: K_ MUELLNER (DRAWN: C. CARTER-- I-- - - --- - -- -- - - --- --- 8450 WESTIELD BLVD.. SUrIE 300 BWMCN 260-824-5720 Ih.- ANAP%JS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 s -- -- ------� r� ��rrZ �• TEL 317-713-4615 LAFAYETTF FAX 317-713-616 RRILLVILLE 269-769-2333 '�'�/ �� C. RAUCH K. MUELLNER I � ��'`'°°° CHECKED: —__— — CHECKED: li www.BFSEngr.com PLAINFIELD 317-839-3242 - -- ' - —— - l x. •.s ,..,. _. -..<.. ,x,. w,_. s. .,. _, __,.,sue,,... .._. •-. s.. , .,._..,. _. _ .sr.- .-.,,-.q4-, -..,,,,e.� NOTE• EXPANSION JOINT MA-ERIAL SHALL BE _ "/P-SWIP" EAPftNSION .W TERIA.L WTH � J P,Erg O V,4BL E CAP B' 0YEENS7REAK OR b' N E +r41. Y DEEP rmc4u Y Y2 MAX �B R.t T yp.i M? AWWOVA . v 4 D JO/NT MA TERIAI D t '� IiII9 a MAX. a MIS Aftb PrAtX+W 2V 171*-f -- - - LEOfND ,� �" • �m � .-.rrea. —tlY � o� t =•�,r � •. v ,3j, r'sG ;, .y u ' 0 SYM PAS v v v 0° alm&41dr aWW �4, 6- 0k'PA 7E AGGREGATE No. 53 a/ g� � � !_ r r`ONGY?E-TE SIDEWALK - �� .`�� '" '� ,bar's► v'� -�� «. .>: .:;. . ... :e � 3" CRUSHED �IUESr tAIE i O 5HOULDER � w Tiaara�rs oil° AW Y• .tea __----------� Aotr .- 0Vr AU f W End Y� � 190 SYS H,49A, 77f'E A, Sl1R�A!'F i q � Z /�/��\1/1�h��//�� P.��'q��/ Y ,�tw 5�77� W So r d Nfffi A A*9w fibft A � ��`«�� • � r +� � ;° y Y �/ I O/�Fi�fY ov��i i/f�b• 220 /SYS HUAI, TYPE A, 1,1/TRUEDIA TE � �. � � Y"/� S8-O'm d C S' Wa* & St-O' 5'11f�t ,SAWIR ME 70CLAV 4" COYPACrT-;� Ai;, f'E��" BASS No. 53 � � �: tvftwd � w s � ee mm� D 4 D 9. g v Wig TOOLED SCORE 1L t ( I ! P.O T SIC 5Gf�7 ri1W Mot At DV MAW /d 1. JfJ. L i 1✓—��— — r �'OINTIN� DETAILS SPSCIAL PA VE �ENT DETAIL PA V�ML N 1 I AL NOT r0 SCALE Al�r M �^i4[E k I i 7 f i ---------..---._--.— — -------------� \'Prcpcsed Larrdscc�pina .-Y a i Sow—Cut ExIs tin ! ' " See Sheet 14 9 ! N8,9 74 55 L_ r _ Pavement Prcaosed Landscaping ! See Sheet 14 ✓., .O. .�t /4' "a !-r. r.�,: r � 12 0 \ a , a ! ._ it ` 1'14 n l< v I C. i / C J y _ s lK Y _- c N ! \ 12_OAF Srdewa/k (Cone) i - - fl OP.0. 7: Sto. 70-1-34.07 -PR—?Z, .56' L t. _ _ z C _ � a Soar-t u1- EarIstr,;y .-- " _ ��' 70. 53 I� -2,41 ----� Scale: 7 5' � � Poiffnent i 3 ! _. C �i / P. I. Sto. 82f34.41 PR-2A - Existing Wolk ! :`�� U - ry \--Existing Curb Rome To Remain. See Sheet 05 For Esc ter,is of Existing Pcvem en t Removal Line PR 2A --------------- N,69'2,9 '4JI— b ! —-- ' ss Is � iP VE. ENT DLEETAIL � 514G. 70-x- 72. 7` PR-2 — --- --- Y -� ,r ` t � °P L °1-z. r W49— ML DE i DEPARTMENT OP TRAN'qlF0F _l l _ -,_ _ l Bra Prram • _ i NMI 1, IRMO MW aW. 9LNE 3W 6-572 % ..�� f ��EhI �.�y_ r� �L.�L�� h�r tir _ — -�- 1 - 1- - COOL CRS AIL .�. .��-�_ �a • ` --- _ IIO �b 1U9��-I15� s ti 1�►.•' TEL 397-T93--bSYg LAW= 7!ffi-423-5302 � � WEM"M g9�7 - +� _ � �,C DEL : �, - CONSTRUCTION DE �'IL F l -- - �w PLAN naD 397-�32A2 ��iU �` WRIGHT- FAX 1 /PEI/ AI• New .sidewalk Termination NeW Ali nMent 8 70.05 809.89 toQO Stc. 50-1-34.20 Stc. 50*55.08 810.2 14, 6' Ll 870.21, 6' Lt. Stc. 50 -29. 16 Stc. 50*24. IJ L-1 810 21, 6' Rt. ----------------- Stc. 50*50.04 (Z) Q�0 , ; kA Stc. 50-71-39.60 El 810.11 _x El 805.41 X<5"- C-1 Stc. 50f 45.01 L-1 809.89 L-• 810.21, 6' Rt. 06 E/. (50,5125 7 0.0 Sheet Sign, fiUthorized Vehicles On/y" L-1 805.09 PLAN ALODIFIED. CL A 55 DRI Vf Sca le.• 1"--10"—O" PCCP, Pin. SubgrGde Treatment, T ./pe -ZLT A 14 —03 q) RECOMMENDED T �. .. ZA jN AN , FOR APPROVAL: -- I 6 D Y P A P� T , T '111EER D,'=, DPSIGN ENCL HeWqua+m Branch Locations 8450 WEMELD sm, SUITE 300 BLUFFTON 260-824-5720 DESIGNED: K. MUELLNER DRAWN: L. OSBORNE•INI[XVLAPOM, IN. 46240-8302 JUFOrSONVILLE 812-265-0590 TEL 317-713-4615 COOL CREEK `1-J?%'AJ LAFAYErTE 765-423-5610 ............. 2 FAX 317-713-4616 MERRILLViLLE 219-769-2333 Tf-i'I )- �-;- -1" , - - - z I I www.BFSEngr.com ICHECKED: B. WRIGHT K. MUEUNER PLAINFIELD 317-839-.321?j N CHECKED: CONSTR 77 rBegin ,Ovt. Exception Sta. 50*29- 16 'PR-2" g: ct t End Pvt Exception Stc. 50*50.04 ';OR-2" lh kNiR :§I, ®r -k6J -2" COO/ Creek Per petucl rcil'roseni7.t_Acq��J�rd in Ph. _T R.C. Sta. 54 .5J ';OR C,,U)?VE- L,?,.A ��$ Robert G. gutler, O.P.O. T Sta. 12*55.27 ';g 8,50' Rt. Associates, TD. D App. If Trustee P.I S t G. 20 02-92 T-I-A --App. -9 P.-T 5'tc. 54*85_34 F 7 AQ) ------- BEGIN PROJECT '2 _0 STRUCTURE No. I I 1b 11 b Ap 66' Oil, Gas & P.1 Sta. 54 ' 85J4 16 N%... STRUCTURE 22 of 6 End Sent 0 0 End STAO 50* 17. 5,9 FR-2 Electric Easement Bent Dral�7 Pl;ge I?eqd JO' /egress-Egress P. T Stg. 12--8(�28 qress In Pipe Reqld (10 .Shoo/der o C> 110 Easement In Favor of Const Limits 0,0"0" A =---- 23'27�95"R 1. '/7 C3 - -------- Transmlssion:� tn the City of Carmel r Tower (:�j -(NO cur 19t g n �Ix - - - -Se c. --_--------_ T-8 A/, R,4 E 57) 0 0 7-A01, X ne J7' F 66 .30" f- X41 1 Q *A A 0 7:7- 1770 Approx. L/t. Pavement! _Z ?T yd�e 0 f -9 Shoulder C.4 00 \9)��ChGln �ink �,e App. 9 Line (Wooded) ost Tracd 0 inelttde /b�stq. 55-{-06. 49 'PR-2"' Cl wring o Rt.Right Of ---------- - --------------------- M, O. 11''! a.-13 02.60 ';9" /0. 7i 8 Const Limits 2"Ir \-gn P. O. T _5 ta. 10*00. 00 19" - v / � po , --Tree Conse4 0 C7� P.O. T Sta. J1 64. 75 '�4 T Drive F6 1:4 P.JT 47. 70 kpe P.1 Sta. J7*49 ; P. 0. 7- C",� nl-) -ri 7- L= -4008 L t. ,POT Sta. 52*07 42 10R-2 00� Do-'a"73 51;ect 0.9) 87 10 0 E_ 1� (No Curve Run) 9L,71 ;� P.I Stc. 19 P. 0. T Sta. J94-59. 11 ':4 4� O. T Sea. J0466. 75 A 00 -4 PR-2" P. 01T Sta. 51-�-24.01 � �� F-�?,�!• \, . F� Qua, QQ `� �`OLo ,.� �:� �. ,�' / � -.. -s .. Re n Sta. 504-00.00 ';PP--2 46>1 0 �j PR-1 \ City of Ciarm el P. IT 55'tg. 29*4725 P.1 Sta. 1,9*JI.JJ ""T-I-A >/ P.1 sta. 50*05.25 "PR-2" 16 108 33'52" L t Sec. 19, T. 18 /V., R.4 E fA (No Curve Run) Clay Township Hamilton Coups J Co nse tion Area LEGEND J- CRUSHED tIMEST01VE FOR SHOULDER Identity S,qrl (See 97e�-t 74 For U <IZ ASP,,LI.41 T TRAIL.- -11,0//Iq Yq 41A/ L'i , A Y 1_4 22WIlSYS HIVIA, TYPE A, IN 7,_6_R,,WE91A TE _GA 7t 5" COMPA C TED A GCRE F BASE, No. 53 _7 ZZ PC 7 Vl�?gExced Lion _T M1 e"IVI -(tr :11 to Cul 5 0' ,g 0 it 35, C V1 S TA 1 54 6 P W S TA 5_�, 50 L� Q_ Q3 7 7 Acj/ j_7_1-a P W (60 ro, Q, VC L4 L E�,stirs j Pro;ile a)9 n g Z ine '4'R' -2 QL 4z�) OP 0.00,2.1 tj -7 Q0 E-1 &26.04 i905 805 Water yj E/.7. 798. L 7495 IZZ 785 i OP -4- N Q-) "n N (z) Q) q) CK (Zi , i 4F 0i ti - 3 V.- V-- CIO V�, V1_ QI3 V-, 00 QQI (X) Q�) CIO riz) (10 00 (10 00 00 00 00 z 775 j 51*00 524-00 534-00 544-00 r 4%\, VL RECOMMENDED JANA IND FOR APPROVAL: T, I •Budw DESIGN ENGINEER DATE 7 rConst r__a-, 7 C 74o Te FENOM Headquarters Branch Locations COOL C-REEK TRAM GNED: K. MUELLNER N: J. THURMAN A- 8450 WESTFIELD BLVD, SLATE 300 BLLIFFTON 260-824-5720 Z DESI iDRAW INIMW-CUS, IN. 46240-0302 JEFFERSONVILLE 812-285-0590 PLAN AND 1"Rr, F71" TEL 317-713-4815 LAFAYME 765-423-5602 C/3 T B. WRIGHT R �F 3117-713-4616 MERRILLVILLE 219-769-2333 CHECKED: CHECKED: K. MUELLNE LINE FSENr PLAINFIELD 317-839-3242 If www.B__ _.cx�_ � I I = y C V i m � Ql Q1 c° O S h hhh h hhh `-' h h h h /'-,JO' Ingress-Egress Easement In CURVE DA TA l Favor of %he City of F/, Sta. 57+2751 'PR-2" S Z--= 4 60 8'18" Rt. ec. 19, T. 18 N., R.4 E. !> G'/oy Township U.E. - Utilit Easement 1, >f 0=229"1G 59 Hamilton Coun t� � y \ ® .� ✓ Sta. 56-+,50 L t. PR-2 STRUCTURE No. 12 R=25.00 r' ` Beg/n Ditch, Inv 816.20 /n/et Type f--7 & T= 14.67* 125' of 12'0 Pipe Req'd L= 26.53 ,S .® » j Lire B '� Connect to Existing E= 199' Structure S.E. _ ✓/A t �r t Ditch \ \ ^ya -� P.I. Sta. 15+17.98 '9" h -= 88'4l '09" Rt. \ X (No Curve Run) s /0/p , \ � P. C. _Sto. 57+12.84 PR--2 = C P.O /. 5ta. 15+08.83 B , 17 11 Rt. moo! GF �' P. Sto. 57+2751 'PR-2" Carmel High School Building Corporation _Existing .Shed to be Relocated (By Others) P. O. T Sta. 15f 37.37 ';g " -- \ P. O.C. Stc. 57f-22. 77 'P1?-2" X01 C Sst LimitS �°c� h � / �� e� P T, Stc 57+39.37 ';°,4-2" = 0.P.O. T. Sfa. 15f 48.90 'B 11.52' 1 t. f 1j Remove Approx. 30 Lft. of Chain Link fence (Cost to be included in Clearing of Right Of Wcy) °%�° • � �/:� � �' � f P. C. Sta. 57-x51.40 ';°R-2" = G.P.U. T Sta. 15+59. 72 'B'; 16. 78' L t. / N �,�� k P.1 Stc. 57+61.98 101?-2" UP, VE DA TA 6.t/ vv -Trvnsition Aggregat` Shoulder P.1 Sto. 57+61.98 'PR-2" . ) JJ 7 Jl ) !J ! !! y from 2 -O to 0 -0 ,,"7 20 -0 d= 26 27 57 1?t. �f` y l t� `lV �`(.�j/�(\atch Existing Edge of Trai/) 0= 129'19 26" j L - C ,Q �,,� •"'� I c, R= 45.00 , , )J 1, » ) T= 10.58 - � P. T. 57f 7.. 18 "Pt?-2 = 0 P.0. T. Sta. 15-,,.79.82 B , 21.31 L t. L= 20. 79 1, BEGIN PA DING T/ON E= 1.23' all / .. 4� � /'_�-r Pedestrian Troi!- P.O. T. Sto 57f 7.7. 16` 2 S.E= NIA favor of the C/�v of =1c7C"me! of of ci ° •o �'=~ O Q �I �IvI �I �I Qivl I I t . DRAWINGS o i I ° s _. o 0 0 0 0 0 � o 0 0' a c � - I I i I I I I I I � I I I I I `;y �' �' t �� ry 6 �y p��, ,q �•• 4 r y °p t I I Z' 2j Q Ql Rj �l g a•;° 1 ',._. I r'F-k' il'N��_.�R-MA�'1.. N (. 01 �- N) •v 4 ' O `" cQ h cp h h '+ i r I t /"y r: c,• a O i h � h � � a f hh zz WtiO � Oo � � R � � � ti � C� ^r h h w o � ti °i of z, Z, O g � � O O O � ti � � � •� � � � � +� +� � n1 'i. � c , P ETU 75 ' . I Q ( 1 A VIN EX EPT/ �35 ; t I P Vl� ELEV - 816. 10 V` 100 8 -Existing rofl olon L i/7 '%' -2" t I 1 - .60 a I ' -- - ---- 1 r ! i ropo e / )9-ofile Gra a o,g / e - a -_.� . _.. _ �'� _ _ ._ r I ! 174 - i Q$ I ' t 80 /p I .elf 1 'PR 2' t . 9l .20 E/. 1 Y � 15. 1 L-- .aracm of eci "V' gitch R,eq' _ L f I t /, ► i I t ,_ /f'10 tied 5 Below I � of Pitck .So I' J L f. X78-5� b -, I t rt � (yam ( f!, }yam , ^V t ��`n�, �. ('� I N l `V `V t}' •�) �' ^ - J QO f� f^ i ` -•-^-.-_..i r E f.- �9 E- - I ' i Ld CIO "V Qrj QV � 00 77 I - 56f 00------ -- ---- - 57*00 -- - -- - 58+00 - - - 59*00 60400 --------- --- ; :J RECOMMENDED N ;, j _ C) I ® .• F` �A. FOR APPROVAL. _ 15%1�1D - c 0 srn3er si c 1 '° �` = DESIGN ENGINEER DATE II DEPARTM N OF T - - --- - - -- _ i Headquarters Branch Locations Awl ESIGNI T K. MUELLNER DRAWN: J. TIIi:RMt1N O CREEK A 8450 WESTFIELD BLVD., SUITE 300 BLUFFTON 260-824-5720 _ INOIANAPO(!S IN. 46240-8302 i - --- -- JEFFERSONVILIE 812-285-Q590 '•• ♦ 1- ---------- - - -- - MAIN[ � TEL 317--713-4615 WFAYETfE 755-423-5602 ,, ...... e i Fnv 317-?13-45'6 "!.,>=-R°ILUALLE 213-750-2333 ��Of ti`� (�iiL,CI�TT. Al. EIET�E�TALTFp CIInCrTPL. T{. ?41T:FT T^,'F'T.,�- ' CI L LL. -I '' e`+ 1:L 1'�LI __.//tt.e...�� t1 I � _ LI- ��•�.-.. .s._.....�...� .: - _. _:._,..--_.. ,.r ,.-... _ .-: -_ -. .--,. .- .,... _:. -. _ _ - _-x- .. .. , I '� i L( L -N, k, 3 0 C.A, I Alo te. Iz i IZZ I All R and To Referenced to Line 1? unless -70ted I 1 I i I I I I I I I Q; N> END PA VING EXCL-PRON Parking Lot END PA MG EAI CEP TION '� W 71+03.04 ';OR- (Bit uct) Forme/ High School Building Corporation F Sec. 19, T. 18 /V, R.4 E. P.O. T Sta P. O. T -7-,30.58 'PR-2"II Cla Township P.C, Sta. 71*48. 77 10R-2" �y D.P. 0, �.`ta 1� T __M_v_-a6_40 _�9-" 5J,4:V D. P. C. Sta. 74*32. 06 ';0R-2" ftWfl-'ton Coun t O.P. O. T Sta. 32*89.64 `�3" 58. /1' P. Stc. 71*5745 ';OR-2" q, P. Sta 74*36.27 ';OR A 4:98�26" Rt. (1-cwn) Lcndscape 76 i 0 A 224J5 R1. Q), StG. _3z -.9- P. T / 1*66. 15 'PR-2 5EGIN PA VING EXCEPTION Plan tings D - Sta 30-k2J 7J ':9- 54.4i L t. P. T 5ta 74*40. 47 `�Dl?-2" App h /0.P.O. 7. (See Sheet 16) -AV-- ` P.0. T Sta. 73*88. 05 ";OR-2 Sheet Sin 0.P. ��S.0-5 ';9- 58. 0,5' Z ao) I--Remove Stop Si ---------------- qn, ----------------- 12"' Tree DW 0 (Rem o ve and *1 App- R \d/ -------------- ------- W J:� 71 1 - Reset) --=-=�- .:- --------- �Y2_T Constr. L I/ 7r- E rw -V--W W -W + in e A188 77 - _W SQ + 1A1 O Q)i 0, .�.+, e . G 7f'in u rn 1+ + q, f iSh ------= Z- __�_Stop �i + ++++ 51�yrl, (Remove & Ad ,just to _qn, G + + G G G G - /C G --G G G G G) + r cnd ve cn d IT, + Reset .:f-const. �imits D =-:-;- Construct 6.8 Sys. of 12" RCP 1nstG11 100 �ft. Wood D Construct 12.9 Sys. of of 4" Concrete SldewGlk Construct 72.5 Rcllln 4" Concrete Sidewalk T �p e T wl 6 Sp ecic! Rd vem er.t Sta, 70-1,-J6. 46 `;OR-2"�- 2 7ransitions (not D A 94 '5.8'54 shown) (See Sheet (No Cuf-ve Rul�ll 34) b�7e 73" O.P./-,'. T Sta _284-44.05 9.64' L t. I App. Sec. Ll*ne-,,,,, N8,9107'497- Y ROW RD. SMOKE Al (sit. Mat) CUR VE DA TA CURVE DA TA P.1' Sta. 71*5745 '�DR-2" P.1 S-ta. St c. 28+85:99 "5" A-- 4:98:26" R t. 2,--- 2 2 4"35 tj I Lf._4 LL D=28:38'52 D=28:38 52 R=-200.00' R=200.00' (No C&rve Run) 7: 4.21 / - 8.69' LEGEND T= L= 1736' L= 8. 41 E= 0. 19' SPECIAL PA VE-AVENT- HGno(-Compact Only within 10' of Utility Poles, E= 0. 04' SE N S.f NIA 1A PCCP FOR DRIVEWA YS, Do not Cut withl�7 I' 6" ON 4" COMPA C TED A GGREGA TT,_ No. 53 Curb Ramp, T Ybd,,fied (See Sheet 07) J" CRUSHED LIMESTONE FOR SHOULDER Wen tit _y Sign (See Slqn 0- &t G 11S) ASRHAL T TRAIL.- 110 /S YS HMA, TYPE A, SURFACE Traffic Sign (See Sign DetGiIS) 220)�flS YS HYA, TYPE A, IN TERIVEDIA I-E Q) 11 _ 5 C OMPA C TED A GGRE-67A TE BASE, No 53 QQ1 .41 6� _7A_ IAI,',A,,C A/ In^ [P7 8,35 61) PG il-,G Z It vin er; io n /_V/ ihog 810.69 PV/ EL-Ty 46 1 /C 100 4. 77 CIN _Q Ef000sed Profile Graele clang L ' e *R-2 C, _j uy F 0001, !S� Z rk ==M-74 11) W U. 805 Fj 7'�R fin J py CIO IN _�8870�V7 Qr ZI 114- L ,No 795 7 85 I t N ko IN4Z, 1NC, NIQ ,Nr) .0 t - ---1`, -- �- 5---'r= Q-5 Ct) Q) 71*00 72*00 73+00 74+00 70+01 RECOMMENDED T NDIANA er. ......... FOR APPROVAL: r rl" A 0 D Bu der DESIGN ENGINEER DATE EPAR TMEN + + t A -P 0 7 Head q--teirs Branch Locations COOL CREEK TRAH J. THURMAN a 0 WESM DESIGNED: K. MUELLNER- IDRAWN. 45 ELD BLVD.. SURE 300 BLUFFrON 260-824-5720 YN T 4 'N T t4o INDIANAPOLIS. IN. 46240-8302 JEFFERSONVILLE 812-285-0590 ...... in 317-713-4615 MERRILLVILLE 219-769-2333 Pik cn i FAX 317-713-4616 CHECICED: B. FRIGHT CHECKED: K. NIUMINER I_JTN E� 1_:tl www.BFSEngr.com PLAINFIELD 317-839-3242 W5111 X 7 3 'I � � A h A;1 R/W and Topo is Referenced I �., � � Nosh to Line "l3; unless noted � o � �� ^ z � y. • � zo 'map N Parking Lot (Bit. A•laf.) I z5E_G1 J 10N k;JV•(�7 t Jc-CEF Fes, _.• 4 --- ._- Cannof H; 17 Schc 1 ,7 Cor oration Sec 19, T. 19 N,, R. E P. O. o Bui din i� V" T° l � Sta. 73f 62. 65 PR-2 sa �r CYa To w/7sh> ' END PA l//N� EXCEPTION '^,�°# .` f��•�� 1 ' J4 y lP r P. t: Sta. 76+2�3. i 4 PR-2 _ r3 ,J Hamilton Coun ty -� no r O.P 0 T. St o. .�4*X30.65 "R, 52,0 J L t. � � P. O. T. Sta. f�Of 06.33 . !-:1 Sta. /✓*2 ..7Y aaPR`-2n"-- (L!�` i�l IC In / YYf�C1f% - { Q�I�n� _ __ —_. ---- -- '------- --.— -------__..---- -._--_-__....-'----.- --1: _ _ r pp. — o t _!_ - T,ransi lion (See�Sfreet--- - -- ----- ti _Rerr�ol>P _ Ire 34 L t. Sheet Sign 34� - -- --- Forst. � - Yie/ 10" Tree P. T. Sto. 764-317 T4 "tit?-2'" '\ , dJa __ __----- — _- _ i 1 0 P O, T° Sta. 34- 88,24 `9 , 52 8j L t. ors, L _ ---- ---- - - - - - -i— —�- — —_—_ j 4 i i - - v - -- - - - •, _.- _,�,'..r I __- _- - --- '•.� — --- ",i - -- -._ — V ✓'i, - y -'Y^l1, -I,rA; ,°'V -ba , -- - --- ---V1 '+"�•_.,_. -l' - — -�y - -- „ -- --- y'• „ - - - iTf- u-7°i--".!_. �.- CJ `' .,. ev 'z's.. "—.° . ,._. ..-r•r S`_' " i r D - ... -- - P. C. .,ta. !,i9+05 78 "PR-2 Sidewa/k oric.� --- Const. Limit Cup - ---— - D P.O. T. ,to. 37*64.27 "�'j 55. 52' L t. - _ ` rs' --- D (Remove & Reset) Construct 1.2 Sys. of g — — 4"P Col7 cre to Side walk -- Construct J� 3 SyS. of _ Install 127 Lft. ©t __� ln_stat' ? %bory 5<n`eatk ec��c. - P./. Sta. 74f0796 "PR-2"= _ _ L — 4 " Con cre to Side walk Typ e 1 Wood Rcilin3 Tron.sit,-c�r (� , , r — A — O 40 40 Rt [� 77 (��{� Sheet J4) ?n>:�a,-i 3� /f`?f/1 `i� C� 12" P T_ $to. 79*05 15 'PR-2" "29""- ' Line "R" Line � ��" V L 7W Stu. 37t 56. 64 B , 55.53 L t. A .__... a-. _..... . _.,_.__ro •._ ... . . _.:_ r_. SVAOk`-Y ROW RD. - (Fait° Mat A,Qp. Sec. Line CUR VE DA TA CUR VE DA TA CUR UE IAA T.4 ry s ej__• P.1 Sty 76-f2R , 4 t'R-2's P4 Slo, 74-; 07_X16 'Pik-2,a s a a$ A-- 2 /cl �3T''• Lc_ s ;, 4„J1'./-I r-:t c,.. Al �- v 28 J6:52 '- 200 �;G'' R= 200. DO' r= 1V' L = 750 T-- X18 y E= C� .-','` 4' L= 37 �' 4 — '` . "_..,r" -`*...s." ..ter`" .-_ .•x,-. _-_. 'f! S.E. — N/A L EGEND f t i T ,'f r ,l`.J _ i °ar /S t. f. f 1 .. •. 9 © SPEC/AL PA VE MEN z Hond-Compact Only wib';In, 70 of ..FF PCCP FOR ORII/EWAYS, Do not Cut wilhin I ' 6" ON 4" COMPA C'T, A GGR-FGA TE, No. 53 r k' U urb 1-ecmp, IYPe ,` r�oai;r� rj { ee Q ASPHAL T TRA/L.° 110,#/S YS HMA, TYPE A, SURF A CE S/ Identity Sign (Ses Sign Details) 220#/SYS HMA, TYPE A, 1NTERMEDIA TE ,_ - _ _ .5 COMPA CTED AGGREGA TE CASE No 53 Traffic Sign (See Sign Octaits) i 8J5 I _. z ' I qq r r82 � TA = 7640 - r I F' 57A 7g 90 r ✓C 104' r I E i � V ° l s g o i e on ine . - Wes? _._ - - _ -_ - - -- -- 5 - - Q 11 _ F J a I \ R• ` ! 5. 785 j P ' Ali ! 1 r 1 ►\ Q ! b., �J , ►`,. tr7 t� i� r'3 q p _� f� ^ r!� ° Op • fV Qtj s i b Ob `� O Ob � � Ob � `� Qb G � Oti Oo do O � OO pc� q © • 4 0 -I__ , -- -- ---_ - ; s; _ _ --- 4� (�+�rj �775 wjIJ e r' 764-00 774-00 i 784-00 79*00 e _ i 80-k 00 IR.F C'.O NINI N DI,a R APPROVAL INDIANA Bowler DI,,�IC, EN GINTr ER DATE E PE _ - '�ooh leomi� may ^ I rl�sri� 3 :ti r- I E i C '1 LZ: �:, c►�L u L� ?�>u> DRAWN- N R 1 _ ®L CREEK ,- „6 -- � � :, FAX W-713-4313 �tLLML E 296-7N-9x - �j ww8P.WW� 3212 I�IIIEC NED: B WI�I r 1 - IG a, ,u K= M1, 1 PEI/ 5/27`11: New AlVnmen t and Pr oAle Grade & Curb Ramp .Ares L Note.- All 1?1W and Topo is Referenced � ! to Line B , unless noted a ;4tiI;� Protect Tee . k �i I P.C. Sta. 82+31. 44 "'PR_!2 (See sp,nriaf — G Sec° 19, T° 18 /V., R. 4 E Pro V/r;0r?s) 0.P. O. T. Stu. 404-8760 � , i 55.6'&' Lt. CIO Township Carmel High School Building Corporation P/. Stc. 82-t,,-,58.77 �- —2 - t „ —T— -- ; Hams/ton Couh� y `� = ans !.r'mits A = 30 34;6 Rt. jApp R y _--- App F .Sign (/?�rnvve Rese t) END ,¢ PROJECT lit - - _ ' �- ,._ Stop Sin S/A p2°� r�eP '�"� DESIGN ENGINEF]p DATE a Line k X - J _ - --- - -- z LOSS `PR--2A ' -- - - - -- A429 43"E —_ I ISM Sfit. 8 ice- Curb 1 Const. Limits �'° ! " Uel! Ar&a et` C p O. T. Sfo. 4,_,')_7,,_4f4.,9+4 11 O.P O T Sta. 4 1*52. 16 8 ,35°38 L t. � .�? T Ya 82V-.�4111`PR 2i4'" P T Stc. 82-f 84.8CJ- "PR-2" I 49?-A-18.02 "PR-2A"° I/ O.P.O T Sta 41 f3& 7.7 'B" 42. 91 ' L _ 4 Lt � Line 'B" /'� 53929'72"Epc. Sic. Lines SMOKE ROW RD. � VEr ,..• 4___ y 3! : P r. S to. 82f 18.02 'PR-2A F, P.L—S s c'. 82-1-,�8. 77 fP-`i� - 2' d= U9 24'40"L L Zj= JO j4 10 Ht, 0— 28 38 ,52 S UA 4_b=_17 11'45 .x'00. DC' ^ s , 4. P, lo;i.`%'0 l= 10. 4 '' , = ?33' L= 32.8.1' PA?� .5�yg E L- �5,.�3i6` E-= 0.68'Rt E� -3�.�� .— �E� _N ., ji4 `<I " . O SPECIAL PA Vf-MENT Hand-Compact Only within /Oy of Utillty Poles, .- PCCP FOR DRI VEWA YS, Do not Cut within 1. 5" ON 4'" COMPA CTEU A GGREGA TE, No. 53 Curb Romp, Type 'D;' Mndlfied (See Sheet 07) t CJ ASPHALT 7FAIL: 110//S YS HMA, TYPE A, SURFACE S'1 /den 11ty Sign (See Sign Je tai/s) 220 /S YS HMA, T YPE A, IN TERML_D/A TE - _. - - _ _ __- - _ _. --- .- 5" Cn4,�PAn. rF-n d(;C,1Ff_ A TF 545-F No ;5-3 ____- Traffic - (See Sign _- S2 Sian S 5� �,.. , 6h1 V JV E 825 r 1 i { - s i 16105 1 -- - i f , 1 I 1 /,dIng Prot', u/o`/:� i3o A/ _k 70., rv� PL4 P/F; MT i i a S i 795 f" OpoS G f 1f>le Gad Al'c — ' T f7 3 v 122 P.O 8 D. s f7e 80 .43 785 i c'is i I i I ' n P 775 _ _ 8 f 0 8U-f 00 I s........... !� J ms's E{�liR �hI�IC�Ji'4L: jG• Jf �D }ws � .. - - -- ---- --- - ------ - DEPARTMENT �v °4i,v- y- �e,®h Lyoaii�os - !!� : i r �,,. I 1 ' bt'c� �-ano DES1C�N'EI?: -=_M-r _ DRAWN: i am �1D � MW i , r a 1 NNNNM IN IIEFAALtE �92-2f5-tl6C12 ��i �. !•• �� v� k.� <t .._ TEL 317-713-4313 e� �< !. iI FAX 3ti7 7951-•�939a WEML VIE 19&-73&- 3 e�� ``��a �;T, ,.•� B, Y PZ[(X'`T E ' �''c jw ' �' � ,1u_i>l' ,�':�NH " �' W" �4ANREID 3973142 ��iria �� r1 � y�r L : HIS -- - -- ` - - - -. � _ > REV ,5127,111: New Alignment and Froflle Grade Curia Romp Area it P-r- Sta. 71-1-4877 ')OR-2" C4- + + G Wn) P-1 Sta. 71*5745 "PR-2' 4:58:?6" Rt. BEGIN PA VING EXCEPT/ON Q� P. T Sta. 171*66. 73 'PR-2"' P.O. T StG. 7J-7L88. 05 '�01?-.2 w — ------------------------ -- —————————————— ——————————— WGII #2 ' jam" w� — � —` _ ,, � � , , ' � --------------------------------------- ------------------------------ Constr. Limits /7 -t7 701 0 -2" . 2 L in e 4- -W 4 JJ' 10 ----vv ---71 —7!7—==7w- --W -----W -w -------w ---w--w --w -w 00 r/ y ' s fi -- — Al - H 06 0 Rcd V -T-F G G G G C G G G G (7, G G G C Gl G G G G G Const. Li-nits —------—————————————————————————--—— SIVOKEY /?0w 10. (Bit. MO t.) +1 � O X o ; * s r—; a PF-R NFORNAj' � ONSTRUCTION, L-k- p, 5\1 ff Block U.-Ilts k4.11th VC&S 5,/ L X -7, 1,716 Labor & U,,74-ericls For '4) N (-,,If Docks An I. N 18.07 ge Included /r, The Cost 0 -f 52.45 j . /'T 1-�: - Min_ Top of Q6 U) 809.90 El. 80,��42 Q) WGII Pro file ,-Edg& of :�Z- +9796 L e velb-, Q _q Pads shall not "�'6 vo e/e i/C Edge of TrG11 Profile 55. 42 bf,'�7 Top of If-I 807 57 7— ' 82. 49 Offsets are to the outer face c)f o!,�: Aklo Trcjllz Pro"We ir, E4 6,06. 77 WC// Pro file L-1 806.J2 Verticcl Steps /�7 the Modular L:?/o�fk 1'-0'-' Min. f15 El 807 87 1 shown or determined by M6 U/00"J10- Z��Ck 4-'�/X Min. Top of Leveling 4--l' 0'-' Min. Allowable Becrl�7-q Pressure 20003�115,ff 4-00 7Min. Top o Leveling Pod PrOfi le *50 Z-1. 80,5 86 Prof Pcd P/ ile El 80J, J6 0 El. 804. 48 1 0 5'— _, "' : , Exist. Ground 4 67cp Slock A d,�esive Structure 8dckfill, Type e J ��190 7-90 7 7'1 IZ INC,, Q Q) CAD CO L�r) I NI\ j6 (7 N �6 6" No. 5J Compacted Aggregate gregcle J Q3 QS I Qnj L e velin 2 g Pad 714-60 72-f-OD 7J-/-20 7J*60 -V �W�701 V� ELENA /70/V WALL WALL Ac? %At RECOMMENDED IANA FOR APPROVAL: MOP%, F T Butlac � DEPARTMENI OF T.1FZAN"S'1 -1 i 'A DESIGN ENGINEER DATE LJI// Min. T,,, f 6 .pa— FPS lr� QL PEW= Headquarters Branch Locations M SELLS 84W WESTFIELD BLVD., SURE 300 FORT WAYNE 260-459-1532 DESIGNED: K. MUELLNER IDRAWN: L 0 -0590 COOL CREEK TRAIL I Jr-i A,-----, INDIANAPOLIS, IN. 46240-8302 JEFFERSONV11-LE 812-285 z TEL 317-713-4&15 LAFAYETTE 765-423-5602 T 71 FAX 317-713-4 cn•616 MERRILLMLLE 219-769-2333 a a ow CHECKED: B. WRIGHT CHECKED: K. MUELLNEE RETAINING WALI, It E f A. www.BFSEngr.com PLAINFIELD 317-839-3242 ////1 11111% LOG OF TEST BORING Boring No... ... -- T15k!--------- Elevaition-..... W3 LOG OF TEST BORING Boring No.............TB-1..........- I I LOCZ 0.F 'rP7!7'r _M40."10C PrCject ___.............!q��Pmo.14MM Yro 0 . . � S ................................. Bevation ........ .... ............!M........... A6_ Daturn ........ -Use a GS Prx)ject ,, .............. .Cool Creek Trail uocation.. ......... .............. ........................ ............ ...... .................. Datum Project ..... .............Cool creek North Tmi! Elevation., 4 EE Location . . i ........ ... .... ........1_1. .......... Client .............j4m r2.44T I Prej. No....J.10-= .................. ....... ................... 08tV01 . ...... Client ...... ....... EEI Prcj. No.....!.-_10-006 I Location-------I...... 7770 West New YO&Skeet_-Ind_WWx)6k Indiana 46214 Sheet......i..... Of ......3 ..qr, ................ ........ ............. ........ 7770 West New York Street-Indi2napolK Indiana 402 Sheet......X 3 Client ........... Fair an.&Snu # . EEI ..... of ...... ......M. 317-273-11600/317-273-2250(Fax) 7770 Wast New Yedt&me!-Indianapolis inui Pn:* No. 3117-2"31,5 ana 462214 ----------------- 901317-2273-g2�(E - ________ ...... ............. Weather PQ0y..W Driller Prof No.......................... ......... S bixt No. . ...........=.................... Weather ....Ciov.* -0-roj. ........... ..WF..._Driller C.H. r L Dee_ No. no St3bon .......... Des. No. Stabon .... 52+95 Offset 43ft Lt"FR-2" InspeCt8i*....._'*....... Weathe' 52+96 Offset 43 ft ILL-IIXR_�- Inspector Lp9LS. NO. Stabon offset 41 A Lt."Pri-211 SAN94-E DESCRIPTIONICLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES SAMPLE LL and REMARKS % tip qu T, W LL PL PI NO lRe Blow Depth TjL ftc Blo. IDepth and REMARKS isf t5f %i% % % I Rou DESCRIPTIONICLASSIFICATION % Counts am q.0 q0 W P LT,P__I No. W td pd %1% and REMARKS % q�u : A I—ropML s_ too 3�ja 911ILTY LOV'14 rnwdliurn stff. moist bn)wn and Stay, with trace roots,with oocmknW k*m 3-75 17.1 —------ SAND,Very derma,wet, gray, with possible ........................ 4 boulder near 63%' b No. 10935SL 5 and 10811ings,A-4, Lab No. 109328L A-2-4, La L ti - SS-2 100 2-2-3 ss-111 OD SAM,VWY iI00W,%et gray,with occasional sandy loam seems(visual) :hkfi 7 -36 SANDY LOAM, very dense,wet gray,with occasional sand seam (visual) SS 18 100 20-30-23 100 4-5 SILTY CLAY LOAD very stiff,rnoist,gray, vAth silty loam seams and inclusions,A-8,Lab 766- ICID 741-12 No. 10933SL _;4._5_ 5.74 128.0 11.4 3-75 ;-4.6 1 Izo SS-12 100 14-18-18 316 T-1-075--UA IG 730-::'� 14-18- LIMESTONE, gray -A 40 liZ3 4 — -r—-- -- ----- r ssz 100 5-WI3 10.3 End ofB-Ori, _t7,3_4ft SILTY Lo",very siffil.mow,grwp-.wittl possible boulder near i:3w,A4, U-,-b No. II --- - - - ( I i 4 730 ID934SL 5" 0 15-20-37 SILTY WAM, very stiff to hard, moist, gray, SS-13 100 10-13�_15 13.2 20 15 5 16 with sift and sand sernas and partings near 54', 4,5 A-4(0), Lab No- 109USL [45 5.45 121.1 13 325 SS-7 1 11229 15 14 rav, I I z I + I � ! I _T Akvr;own L wood ft%rrwft new 15%', pmlble boukW D 8-015 I SS-14 IGO 11-14-17 i new 18W.A-6(8), Lab No. 10933SL 4.5 3_83 131.3 11.i i 2D 4f 100 &.111-114 1 3.5 112 SS-15 im 10-17-le 2S giray. 4.5 14.5 SILTY LOAN,very sttff to hard,mtmt, VA#J'�sandy lom and grawl seam ftm 28W to 4 L&1j No. 10934SL Iss- N4.5 SS-16 100 25-29-38 121 '"ER LEVEL CIPISERVATIONS GENERAL NOTES W.A I SAND, very dense,wet,gray,with possible —n—epth -W--hote- boulder near 83%',A-2-4, Lab No. 10935SL ti End Drilling Cornpleb-an -Afier Vililling Wiling M%diod...... ...... To water 3% ON f0prownt the awo)*nnte boLincia To Cave-in Of bw T" ry between g!o Nq��.;�klps ...... v wooty "7'm FVP�nMWW Me appommalle ba, aty scffinck lym". i I transition rrwq be gp�kwi. Tnh tratifmban flne� be vfig� rb.dm 20 ft. ............ ................ ... ..................... ( ens Amm!!y be(L Q) 7T1 q) PILE L OA DING FOR Gf-0 Tf-CHNICA L TESTING T13-2 S'ta, 52*95 "P1:?---Zf Sta. 54*10 —2 5UZ75TRUCTURf ,BENT NO. I (T8— 1) ,BENT NO.2 KT8-2) Rt. FACTORED DESIGN SOIL RESISTANCE, RR (A-IFS 65 65 —RESISTAIWE FACTOR, 0.55 0.55 DOWNDRAG LOAD, DD 6�nsj 0 0 /he /NOMINAL SOIL ff-5/5 TA NCf- R n (KIPS) 120 120 DOWNDRAG FRICTION, Rsdd (KIPS) 0 0 _U LV// SCOUR ZONE FRICTION, Rs scour NIPS he _A NOMINAL DRIVING RESISTANCE, Rndr (KIPS) 120 120 ESTIMATED PILE TIP ELEVATION 773 787 TESTIAV ULTI-10D A A/ STANDARD SPE-Clf-ICATION5 SECTION 701.0,5(a) No t to Scale lb RECOMMENDED N T T,k Ni T v Xl A A FORAPPROVAL: �i� i 0�r 4 NL DESIGN ENGINEER DATE Butler SCUEen I� DEPARTMENT OF TRANS-C C31 pa ift- Lki MM . J __ -- _______ ____ __ - --L -- _ ._ FM SA7MPfT_ Rec N, i r T L -4 F'El FOR F Heodquartm Branch Locations RNE _t, 8450 WESTRELD BLVD., SUITE 3()o BLUFIFTON 260-824-5720 MOP DESIGNED: K. MUELLNER DRAWN:`ti —L. 0SB0__ INDIANAPOILLS. IN. 45240-8302 JEFFEI�SONVILLE 812-285-0590 7 TEL 317-113-4615 713-4616 MERRILLVILLE 219-769-2333 FAX 317- SOIL 11 www.BFSFmr.corn. PLMnEW 317-839-3242 CHECKED: B. WRIGHT CHECKED: K. MUELLNER I LOG OF TEST € ORING Boring No._.-. .._...TV-x........... � - - .. ��l� LOG OF TEST BfJRIIVG Boring No......_._...TB-z.........._ Project ...................!:ooi Crt*&North Trail. .. aetirat6on s,7._.........._ c --........... Project ...................C�Creek Borth Trail.. .. .. .-- . n..... . ._..........._I.. evatio 81 T t7etum ttSC 3 c.s.......... /��y-y�� i I lion......... ......... Carmel,lndiarea............ N Datum .........lJSC,&.G3....... . . t✓f>i/7!lt,�Y c Location ......................Carmel Indiana . . i EEI Prot.No-.,..1-1t100�..... .... ..................................... CTi$nt .............Butis?er,,Fatrman Seuter�,In . ----- ® EEI Proj. Rio.....?.-to-oo6•. I .. . ................. .. .... Client Buteer-Falrman-8k.5eufor�,lnc.•--,,,.•... ......... 7770 West 17-273-1M el-indi3-=5u.lndiana 45214 sheet---...?...- _ of ----..2...-.. i 7770WedNewYofkStreet-Indianapolf_,Indiana 46214 Sheet..----2------ of .....�._.... 317-2'r31690!317-273 2250(Pearl -- _ 317-273.16901 317-273-2250(Fax P .............. Sm,�t No:.. -� wee _ _ _--_ 4!�hr..36..F..._ Driller ......_..C.H.. - Prot. No.. .................-...... ........ Struct. No:... Weather . .gpvd 36°.F Drillr;r C.N. Des. Fes. OIil0II3l0 Station ..... .... �a1o......... ;)ffse�t 5 it lit."Flit-2" Ins r -- I Des. No. 0611390 - Station - 54+90 Offset 3 ft Rt"fait-x' In ector --- SAMPLE DESCRIPTIONICLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTIONICLASSIFICATIORI � S4lL PROPERTIES i� slow IIQaptr, aind REMARKS I w LL PL �I Roo slow � and REMARKS r Eie. i Y % Court I ft Be No• QP q° xi W LL PL PI pd 9L % 9G % i % Courts ft E tsf ts1 pcf % % •� °,o 1 _ TDPSOIt_ SILTY LOAN, hard mois r � --- ss•1 100 3] 4 ®� I I CL/lY LOAM, medium s 1f,moist, brown,with t, 9+"aY,with sand -- trace roots(visual) -- - 3.5 16.4 inclusion near 24', Ate, Lab No. 10934SL SILTY LOAWII, _ rr�ols�., brown,with trace -- SANDY LOA1R and Gravel, dense, wet ra i ss-2 10o z-2a' rooms,vrith sift seam near 4',A-4, Lab No. SS-12 tae 3619 2s 9 Y. -- s - 10932SL 2.75 22.1 --- with dark gray sandy loam seam near 38'14' i -- ___ 14 a . Fui.�.Y�fi'AS". cc r I I __-_-- ; i ._ -- ----i-._ _..- t-a . ' ' .wia tv Suit, iGCil�, iiTtllNli, I ! i 1, visual) --- I I I I I I i 3 100' 3 H tl ii witrl silt inclusions,A-3, L.ab No. 10833,4E 4,S 24.0 i r I -- o - - SILTY LOAM, hard, moist, gray,AA, Lab No. SS 4 10D &10.11 q GRAVELLY SAND, medium dense moist; I SS-13 105 35 SOfA � - �D934SL x.75 3. 12 .1 13.i i �- -- to a .I brown, (visual) � i � - i SS-5 100 13,23-21 -- �.5 7.G r I SS-6 _ .�1. - SS-14 95 J 29.36-W.5 } >4.$ 9.7 1 ssT tm is�2a t >4.5 _ �` 7.o r : ��- ! SANDY LOAM, hard, moist, gray,(visual) __ I ' SS-$ 100 19�t�9 b I f. X4.5 7.2 sS-15 95 32-37-M.3 --- - _ p �- -- -- ss _54.5 1 -1.Si �_133.i I s-o 1 i I I I 1 SILTY LOAM, hard, moisst, gray,with ewd - ---- inclusion near 24',A-4, Lab No. 10934SL -- _ SS 9 i 0G 23-2i-24 g -- 9 a SS 18 100 t6-18-21 4.5 17.4 ---�--- - SILTY LOAM, hard, moist,gray,with occasional silt inclusions,A-4, L.ab No. i 10934SL I I i __ >4.5 9.1 SS-17 900 117-25 --- ----- 4.5 ----- 15.6 SS-10 100 as-2a-s3 { SAND, dense, wet,gray,A-2--4(0), Lab No. j ! I I 10935S L J I I � I � =_I IiI 55-11 100 1822 27 a4.3 14.6 SS 1$ tO0 2&32�Ul.5 - SILTY LOAM,very dense,wet,gray,with -- - -- - i I I �� i sand seams and pard _-�tinu�d�la>�?�_ - - �o -- ivisuai�--- -- - ' ' ifl A ER LEVEL OBSERVATIONS -- - - -- � --� i f --- _ -- GENERAL NOTES �� End afi t3orin�g at 70 ft � i I � j � Depth g While End t�ltu Ri Clue 76._.-J � i� � start �no�la g j ft Drilling Completion ARer Drifting Drilling Method...... "-I D.HISA rrluck ' To Water 30% 1�' -........ . i { -- Remarks,..Beq¢llled tNith eery cerrfts!!�a,...__ ._. �_.T To Cave-in 19 --- e a un - Sol rn an -----I----1- - _. _ -- _ _ berrtonits�routand-E;Ienbnl�o.fi?OR ."�14�4rolarg.. l The stratir�cation inea r8present th approzim le bo dary beivveert "!! ck ty� d ' I I 6 j wc�lUr»[ic t+lree and 1lnw�0 ft --_ - i �tfi�air�`«s4ie��rcws.�$9raouai. ..........----- -. ................. .. ..... .... .. ... ........_.._I , h y V k ! 1� T T3__1 % -2 Sta. 52-,=-95 'PR-2" Ste 54*>O 'PR-2 43' t t. 5 ' Rt. Fl-AN Not to Sccle ; --- -- --- - - e��G° Q4. ! ''iii RECOMMENDED I 7 ': , 4 , ,' - - � ' 5/ 1� _ - -- ---- o �( F©R APPROVAL: �_ -- - Fuirmaa Seafert 1 i -- - ----- - _---.� A -1 �r� t l ��,f �� _ w _ . ?_ C II - DESIGN ENGINEER DATE 1 oev� d rsr.•o•H�s•am ~ _ ___ ti !Headquarters Branch Locations LNER - - L. OSBORNE ��--- - - - -- -- ---- - __ _ - _- -,i 8450 n MEL.B4�0 8 02� BWFFrON 260-824-5720 v t�� DESIGNED: K_ 1�fUEL DRAWN: --- j� - --- _ _j 71Z 317-713-4515 JEFFERSOLLE 812-285-0590 '/��/ :` �! `,�� - -- - - - ► J l! i 1 q - --- --- --,- I IFAX 317-713-4616 lr1ERRILLYILLE 219-769-2333 /�� CHECKED: B. WRIGHT _ CHECKED: K. MUELLNER -- `- = _ - _. _ www.BFSEngr.com PLAINFIELD 317-839-3242 ��//1/ 11��` i w __--J - �- .. ..._.._._-_ - -- ro..=.Y.ti r�_.v.-.,�.he». _:-._- ate:..--.. ._: _,__: --. '. .•.. -:.-�..-� .: - ., :. .- .ti _�. ..scf�'tn�- 6 4 ��_ «.-'�� -_ - � '_� / a � � � �....--...�Y � � 1 I i, � .-..sic: ._.._•-- i i -G G G C , 1 /i Note: All Arecs which are not Sodded within t the Proposed R/W, Shall Be Seeded rio f with Mulched Seeding, U - f f for trio Construction. Sequence.- / f EROS/ON CONTROL PLAIN � V E JC Cf,- � G Instal/ construction entrances and Not To Scale L perimeter controls. �0 Instal,' s toying areas, mater<'<a/ storage crews and reeling stations. U M.5 tall pe,Imn ter Sedfiner t' con erol -r°asures • iii.. _ _ i, ditch _ - PEt?iti3E/� 3eg operaM r7s with g rcd/r,g - - INL L7 PRO 1 ECT,,/9A1, GRA Vf_ /;'i ✓C , - TEMPORARY EROS'/ON AND SEDIUf_1/T CONTROL control ��lcnket ivithi%l 20 o`cys of ditch construction whr6re 6/0:'e., are steeper thCr 4: 1. Complete remcininy :earthwork operations_ STATIONS S/L T FENCE LINE L T/RT. . r+airs lVT/TY INLET PR0Tf-C/? `N$ ;?A � n A � �� Tempora,-1 seed distur bFd arecs if to be undisturbed for more then 15 days. BEG/N END LINEAR FEET s oper>tior.%s. ''P RR--2 2 s" - �iATItNS o, 0ieF sungr cde 'YA LfNSEJ/N �A� n 750 4. 159 53{21.84 J 05 11 @ t ` re. `PR-2" 50 1759 53{21.84 Rt. 305 ta/if `PR--2" 53*21.84 Both 60 '7'R--2" 5 7 f 09 T i - r ► PU VIr 'g op ej eg¢i i`:n 3'. 'PR-2" 53f 62. 65 57f 77. 16 L t. 415 'PR-2 -' 57f 13 L 7; �7 'PR-2" 53�62.65 57f 77. 16 Rt. 415 'PR-2" 70-,L28 1 r �'naf yrcde, seed, cnd sod 'PR-2" 5J-1-62.65 80117 60 i I r?e??nve er o.sian contra/ measures after 809 of the vegetation 'PR-2" 69-,-89.37 70-{57.51 Lt. 11D TOTAL is estcbli_shed "PR-2 69{89.37 70-{-38.53 Rt. 65 2" 71-,-03, 19 73� 79.58 LL 270 'PR-2" 71-f 12.38 73-{-67.23 Rt. 295 ,�" � -�a �� `�i y �t°'= RECOMlI1ENO D Z/0% 0.�/G1V CO !// O _ ;�/ ._� 'PR-2" 74{31. 76 79{59.40 Lt. 540 - �`O/L EROS/ON (CONTROL SUMMARY 'PR-2" 74{32. 72 79{5 9.86 Rt. 600 1.� Shat/ be in accord�7nce with e, "hc r �� 'PR-2" 80f 01.36 83f 07.09 LL 310 of Transportation 'PR-2" 80 1- 10.90 83-(04.23 Rt. 350 Perimeter Protection (Silt fence)* shot/ be i �1/ s 4106 � } 7;^/?.n 7/,.�.�..i ,y n.^,/ J/f,`/:�,-.f:,.,- /_7.•....-.i.,..,,! ..* ... ..:/ .'< nste%led Prior to i vi,y�;, I f commencing /and disturbing activities within I,%wits shown for exccvcted or filled, ;of js>/, s, c;,,i .. r � y, this type of protection. /uteri Pre with- con5trUctio.-7 ? Grade the site sides of Control Method shall road fi/l and ditches An exc..ss x rc r �, / s to be EROSION CONTROL SLANNET v _ _ Y � e cal tier �hv/ �^. �.l�s� ; _. } • . �, � in sections 203 08, 2�?3 seeded anus tr;ulcnC�d immediate/y upon completion). _ �=isturbEd wrens sl oulol be kept to a minimum at all times. n 3.) Surface Roughening: Ail S/opts STATIONS stabilized with other erosion c0:171ro .� onractor shall control soil accumulation on all roads LINE LT./RT. Q(/ANT/TY (SYS:J Ct - described in section 20,3. 09 4,//7 tii �/..: surroui76'n9 project by installing stone surface at all BEG IN END placed locations where construction traffic leaves the site. dust sfrc;r ;,'e; t 1c1 c mrn:, iuhT, as described in section 10708(b). _ s "PR-2" 50f 17 53+17 L T. 534 at the rhi"lac 1%or, Of ti`ie L-7 .;,, k 'PR-2"' 50f06 5J*17 RT. 197 vegetat,,'vn wh ^h does no1�,;r -- t' a!-/d trups dining construction to prevent "PR-2" 53-{66 57{77 LT. 82 ono blockages from accumulated sedinent. Additional seeding - - 5) Maintenance Schedule.- Mcir,tcrr;oc- and straw ba,/es may be required durin, construction as 'PR-2" 5J*69 57{77 RT 158 y � g be done as needed on c wcek/v <' crs: - � -> o `c,_ g// � h specified by file Engineer or Indiana ,Dept of Environmental 'PR-2" 71 fD8 73f8G LT 397 construction supervisor should bV assi:�t,ec� c Yonogement, 'PR-2-' 74{36 r r / , •� 79{59 LT. >06 pro%:flees e e maintained ac `ori�;�ng ':1 z�,,v 4•Fsf�•, 'PR-2" 74+42 79{30 RT 50 in section 205.04. c 5.) Contractor shall review and follow the op°rations outlined in the 'PR-2" 804.06 83f 01 L T 308 PR-2" 80428 82{90 RT. 370 , ,t Rule .� document (See Special P,rovisions). Robert Beck of Indiana Deportment of Environment& Management (31.7) 23.4-5028 and ,John TOTALS 2202 c Thomas, Carme/ Storrnwoter Coordinator (317 571-2441 shall be ; notified 48 hours prior to commencing earthwork operations. s .S'EED/NG .5`OGL1/NG SPEC/F/�'�4 TIONS -- - itillltl►11// - -- - - - �``°`°° ,�� RECOMMENDED � TA, �� p f .. 4R APPROVAL: ,�- 1.> Shall be :7 c7ccOrtl��n�e w/i/i SeCffOn 21 Or tfiE current t = % V I �_y fA` �--a max`!-A 9 T,-,T%Ti" r-3 :i , i A N r�" � � o r`M 6 � r � 7 - s { c DESIGN ENGINEER DATE �'� �'� �� • � _ .____ Indiana Dep�rimes t o, Trcnspertation ..tandard Specificot>ons. � �F'��.�� - ---- --- ----- -- -- -- - --- --- - __ -- -- -- - -; Heodgaarters Branch Locations � � � � --------- ----- ----- --- - -- - - -- - - - - __ _-' 8450 wFs1flELn BLVD.. stxl> 300 DESIGNED: K. MUELLNER D �j�j• L. OSBORNE . INDIANAPOLIS. IN. 46240-8302 BWFFTON 260-824-5720 ` --- _ _ .� _ ___ _ rh = JEFFERSONVILLE 812-285-0590 �/ �� -- - ~ ri r° a t s ?. r t 3 � ' .17-713-4615 is® o`eriO � � p1 _. :.- !MERRILLVILLE 1 -769-2333 _.... .a aFi n.3 ^7En7glrc rn PPLAIN ELO 317-839-3242 °t//1 iitt� WRECKED: B. WRIGHT CHECKED: K. iAUELLNER �zaae�sa..vx�.a�_:.,,..�:�s�srrr-.�_.+e,:xrvx...-.c-� .. ...-_:-: ...-..... R.. .._-.. .,.--. �._:.... -;- ._,. -. - .. ._ __.••s_-v+..a.. 1 O -CS lk �Qp, tucl Tro ement \"\,\ 1", DA TA 0 in I x COO/ Creek Sec. 19, T 18 N., R.4 E Associates, L TD. R/I St 44+85.J4 "PR 2" 411\' C16 NO EXISTING 8RIDGE STRt-ICTUR -A y To Township sh ip 7 (Ccrme/ Woods) Hcmilton Coun ty L Robert - I \ ,, EON.- U > > P. R= 6 OIL?........ -T:"' 218-'. T. Sto. 20�100.00 "T- -:�A Trust t O./r Sta. 5J*44. 70 '�OR-2-11- z ------ 1b 4E q3 610 1A ........ vi� Area - ---------- R( 0 o P.O. T Ll�,7.�jl 64 15 "A " 24 -----------• ns --R61v��tr fil)-- 2,3--!2 ver ------- ----------- 5ta lwtgo 00 F-05, Pw T T 30— tdq— 'n 1800 Aw Const. Lhvits i-)n To wm,�., 0- '10"i (71on L In, --gulldIng Corporchoa- A/ 11V 66'27'30" E on 790 17,90 7- I 1 -2, o -==7---ff 4- - D I IL ---------- rtl 0 v -7 4 --------- ' '!Abu -------- 19*00 -0. ry /7-f-OZ. 7 imits r XO.,— 7rr ra r(-: NO. 10 const. ljTlzlts See Sheet ft. 10 6" A6 1\1) T Stc. 5Z-i-07.4a' �Ojp'l-2 :t\ n lo �v HYDRA UL IC DA TA t POT 5c. J1*59. 11 '�4 ` W PROPOSED J1"Ir / , -'/ Jt �, `s O�� i f r , ! t.r!1;l , : / 7 I � - 91 Lot Tf 5 TRU C ITU.)?f Fy of Ccrinel 0 �j Q) 4 16. 02 Sq. ;,Vv- P. 5 X 0100 (TAIZ-WA TER Ell. 806-1*: 04 4,� - 0)00 4100 Cl u. 14, C*1 AREA 1,4A >/ "IV DRA IAIA G-7f 1�1 X,,/I"I f. z '�e, DL SIGN DISCHARGE Buckingham Arden BA CKWA 16" TER /J WA TER WA Y AREA PR 0 VID,L rl Tree Conservation Area TH11?U STFUCTUFE R OA D WA Y 0 VERFL OW 0 Sa. TO TA/- WA TER, 4,✓1A Y 7/1 VEL 0 C/ F- 10. TY THRU STRUM; LOW S TFUC TURE 18 --8" 01vt to Out of mLdwG111- PV-T +4-50 PVI +16 EARS,` MORE' -y I/ C. 60' Z$ 'go, 840 I 1 # �� j L22L L 209' COMMON ,C-XCA (Z �n L Pro 01011,g Llne 'F' -2"Exhling N 8JO SORROW - - -_-' / _ ¢ '— proposed Rrof116 Gra de C/C09 Llpe 1;Cq-2j` STRUCTURE SACKf-kL, TYPE 1- "N 820 COARSE lb A GGREGA TE 820 is anticipated as part o fh,/�3 trc— vAME Note: No genchl�7 vz- Q� 6 End Sent DrGif' Pipe (T),A) 8101 810 6.J Cys. Aggre e for ---,?evetmen t Ripro o gate 6-1 8e-?6- tile 0,11 1 En d Son jgqq� fill I vver Vetex, i yp 0 vei- 1,9 otexti Exh.-1. W2 / 1 800 1 1 1 f Z 798. 1800 � _ ( ! -_ / } 7- -7 790 790 (-q- (-()N-TR J r - 1. ( i t'\ CIO 011ECI lei ej CIO (b 00 03 rjo 00 ISO cri 780 1 1 1 1 1 i i I 1 780 53f 00 54--k 00 55-�-00 RECOMMENDED Z IND'IAN11d, ............ FOR APPROVAL: 1-,-2 -C,r7l-4 Z--IC-7 i I -r NL DESIGN ENGINEER DATE] -Z I-C I- - �O FL 3� II Heodquartm Branch Locations S-v J. THURMAN 84.50 WES171ELD BLVD., SUITE 3W BWFFrON 260-824-5720 DESIGNED: K. MUELLNER DRAWN: COOL CREEK TIEX- INDIANAPOLIS, IN. 46240-8302 JEFFEIRSONVILLE 812-285-0590 TEL 317-713-4615 LAFAYETTE 765-423-5602 T -713-4616 hERRILLAUE 219-769-2333 ICHECKED: WRIGHT CIIECKED: K. MUELLNER hAN1:7-0U-rF www.BFS&igr.com PLAMnELD 317-839-3242 I� II FAX 317 5 TRUC TUI?f TO BE BUIL T ON A f 4.2677 GRADE 11"_--/--'r0poSe& wood iC'Gl*/Oq -Gnsl'lon See (TYp-) ......... (,rorlp cylong \---Existing Profile al'ong Line El. 806. 04 HP70x42 H–Piles –Exist. WG ter --'-----Driven to 120 ,K/ps E1. 798.2 Nominal Re,-ISto`nCe APUT NO, I f ZEVA 770N Limits of Revetment C Tl-uss &rg. Truss Br e Structure tiles T _q. 9 Abut. No. I Rorqp over Geotex sta. _153, 81.2,1/ P/1- Stc. 5J*02.20 Sta. 5J*41. 70 J';01?-2"j' "T ( yp./ P. G. El, 8 If, 92 P. G. E-1. 814.24 8;�2_ 54 k Lj_ �,zz� –Existing Abutment zz J 4n) ,FGce of Railing Q) 1 90, ct Structure & " in,- PR—.2 o k J Q) –Face of Railing I 91 4 79' 0" it 5&Grin_q to it Bearing 8j'-8*" Out to Out Structure _—___—--_ _—_-----_---_ _—___—__---._.__ � ' , , p __' _ "'r PLAN 5 Scale: 315" I SPA,41 A T 7 79 10" CLEAR ROADWAY O!"V �00L • F 7 INDIANA NJ RECOMMENDED 06" .......... DEPARTMENT OF TRANS FOR APPROVAL: z TE DESILOGN ENGINEER DA Butler Pitman saufc= NL j- FEW96 J. THURMAN Branch Locations S Headquarters D: K. MUELLNER DRAWN: DESIGNED: 8450 WEST BLVD, SUITE 300 260-824-5720 1 ... BWFFTON .,411 G E N'!r_-'j'RVA TNr -0302 jUro�SWLLE 812-285-0590 wo INDIANAPOUS, IN. 46240 .......... TIELL 317-713-4615 4 K. MUELLNER MERRILLMLLE 219-769-2333 "\\v CHECKED: B. WRIGHT CHECKED: FAX 317-713-4616 it , - L_ 'www.E PLAWFIELD 317-839-J242 ir—mmr.corn Ila- V A� L i Abutments to be removed, ;n c, 0,'0;c7,7ce with M' See Standard,- 1 o aleta#s o,,'- PI/es. 6" - 15'10 C to C Trusses 6 ,7 C�ol. 14 a7 c 0 low shcill be driven to the Alomlncl Re-33is( IJ' 10 Clear Trail Reinforcing g s'eel coverl��_q sha ll be 2" /�7 all areas ul,dess,- ;-10-' Reinforcing/�7 _q steel shat/ be A.S. TU. A61,5 Gracie 050, —U Concrete shall be Class A. C17 am fe,,- exposed corners oi concrete, BILL Of IVA TERIA L S PaInt shall conform to S601it-,)t) fLOOR Color shall core form with 17 0 pi oi- qment may be a I'Cde—re 1�-;tGnl sO& for qppro val. Color shall P7t- Owner. FL 00/? iol /UYC -f;�j Recycled TI�77ber Deck 123,� Sft- 5L I L. t- - L,0�7 S In the cost m(7/ olf R-e-gerzI New P,or orcil (See Sheets 32 and JJ MISCELLANEOUS for Details) (T yp . Reassembled Historic Truss Members (TYP-) Structural Steel 13448 Lbs. 6 Alomi 2"X 6"x6" Recvcle j ?ec Y led Timber er Cur b Roil,- 7q, Ornamental 5.6 ft- A 7 7mber Deck (nom.) 5�6 4 6 Stringer Boards New W6x1'5 (T StrtIcturL-71" -51 N--,--ExJst1ng Floor Recms �ru C C"U, W dz� j6*), (F-C17 0. Stringer S 10 Sp c. 9 4 pco/."79 5 TRUC TURA L STEEL f-A BRICA 77ON NO 7FS JV 8-5 psf , t:;s<? { r/,,< /jt'j�'7// �. :-r - .. SEC 77ON A ®A f-or New Steel Members, the Steel FcbriCGtOr S17GII furnish to the Engineer,r, through the Contractor, 4 se,, /0�7 Not to 5�--Gle of Shop DrGvlln_qs for ApprovG1, prior to FGbrl"CCtIon of Steel. Contractor to Verify Truss Dimensions All Structural Steel sholl be A.S. T./v1. A 709, Grade 36. Steel sl?cll be shop pGleted in accordance !A�ifI7 exception that color mu & Z-) / y be non—seao ulu' 01-lu' allull' ' c� c,/' by Owner. Pi Fade—Resistant. qment shall be solid or liquid and F Color sha ll match that of the truss end Fed. Std 595c. All Bolts shall be �14"'O AJ25 and all Holes shG11 be �18O unless otherwIse noted Lstltrlated weight of Structural Steel Is I3448 pounds. The weight of bolts is not included /n the 65tiMG16d weight of Structural Steel The cost of these bolts 517clI be included In the cost of Structural Steel All welds shall be performed in accordance with A WS D1. 1—98 With G minimum electrode of L-70xx. N vo It is the Contractor's responsibility to verify controlling dimensions ;n the field prior to fabrication. See the Special Provisions for additional Information. Rivets shall conform with ASTY, A502. All rivets on the restored structure shall match the diaMGter of the replaced original kL C) 7 SPA/V A 7 C C-) J'— 10 CL E-A R ROA L9 WA rr RECOMMENDED INDIANA ,0 eel W44L- Z2 FOR APPROVAL: ZXi. EPARTMENT NL DESIGN ENGINEER JuDgm FE Buder I-kiadquarters Branch Locations C. CARTER• mop DESIGNED: K. MUELLNER DRAWN: L 8450 WESTFIELD BLVD.• SUITE 300 BWFFrON 260-824-5720 INDIANAPOLIS, IN. 46240-0302 JEFFERSONVILLE 812-285-0590 �13 ........... TEL 317-713-4615 NEE FAX 317-713-4616 MERRILLVILLE 219-769-2333 CHECKED: B. WRIGHT CHECKED: K. MUELL www.BFSEngr.com PLAINFIELD 317-839-3242 Bridge E/. E 13. 10 Deck -�to. 5J-1-67 /8 Sta. 537 15.08 E/. 812 07 E/. 809.85 FX1 T1N �._RL/T NU EX- 152/NG ABUT. N0.2 ZZE11AT/®N Not to Sca le Existing Abutmen t \ -__--` ---_ -_— - _---- - E xis ting Abutment / o CIA . , U E ice of Abut_ F ece of abut g w \ \ - s 20'_6'f PLAN PLAN /Dote: Hatched Areas indicate 46'-0'�& Abutment Removal Length Portions to be Removed 40'-6"t Abutment Ren/ova/ Length 817 4JY � Exis tin Abutment l -Existing Abutment � Remo ve A • pprox. 1..Q. 7 Sy•�,s. o/ ,-- Remove Approx. 278 Svs of Existing Abutment , Existing Abutment Cost to be inc/sided in "fremove Cost to be inc/sided in 'Remove Present Structure, Portions"' � / / i J / !'resent Structure, Portions' �po not Grind Smooth) not Gr nd smcc th) } E/. 806.gjl� �. 80,9.8-5 E_1 804. ooh� El. wo 32_f -i Approx. Ground Profile E/. 798. 17 -- ;A Pro file EL t VA RON a long Face of Wo// r� ELEVAT/®N clong Face of way/ A UTAWNT No. l ABIUTMf.1 dT N0.2 LOOKING WEST L0 Sc C/e: - -------------- `��111111111/1/j// -- - ' - ,e OR ROVAL: Q�V� L �NO�NttRi y DESIGN ENGINEER � 1� 3 joulm -•i k 143 Headquarters 8460 NESrFlELD BLVD., surf 300 Branch Locations --- INDUNAPOUS, IN. 46240 -8302 M. MU -— . HEETZ BLUFFTON 260-824-5720 DESIGNED: — -- KI DR� : TEl 317-713-4615 JEFFE LLE 812-265-0390 ............ FAX 317-713-4616 MERRILLVILL E 219-769-2333 ABUTMENT E l O V � D11�. " T -- -- c� www.BFSEngr.00m PLAINFIELD 317-839-3242 /IIH 1N1�� CHECKED: K. MUELLNER CHECKED: K. MUELLNER ' L � J _ 6� 7 2 spa. 9 12 5 19 Bent I i S_ymm. about App r,Line 'PR-2 A 4046 " ;' \ % ia�11 JrCJi ..•� i Pvm _ { Structure � Bent No. > tt Trail Sta. 53f 0>. ,?8 ';DR-2" 4 I I Fie/d Dri/led Holes in Concrete (Typ.) , 11 lJ Jl Jl , Jl 11 1 ' 0 ! t \ • • I ; gent _ -- - -- 4 - optionG4 Constr. II Jt. I I o i Aggregate for — ------- - - -- - -- - -- -- End Bent Rd ckfi// O ` Q-) ! to ,I 4056 -� I, Geotexhles lb Q) 116 I —---- Br d o!� - M ter Corner to a//OW root7? �'- 1 -- I b!( cir�q' (Ty,e. N Contractor to verif din'>ens,on before ormin I 2 Ci. i 6 � End Bent *15 -- 10 t to t Truss I c l 4 r - —� - ------ --- --- — -- •-� c Drain Pipe (Typ I 10" 13`4» 2'-10" I PLAN to field �� I � - verif dimension • ' � A d f ------------ ---— -- 5E_ ,�'�#0 s_r g a, 1? S a.0 ? --O -17 -O 3,f Reim. 4046 9,_4„ - ---- —mss < 1 -- i 3 � P 3 Reinf (4056) 1 � 2'_ 10-_ 6'8,f i 6'B" 2 -` 10"� =51 ,a ------__.___--------__.__- __ _ Optional tr. i , ,,,,mod I Bent Synn . about Join r Type " " yp -� i Nil 812.51 6 4x6 f-0 a, E! 812.23 o - lidin P/ate Ex ansicn Joint 2#6x i 1 -O �i7 f. > j r� 4x 18 6 (3 e.f.� S g P 20x404b� ' 1 6x 13'-O �i I e.f. I (See Sheet 31� seat i i 11X 3b-) - - \ \ N - Asphalt Apps I 4—* Berm Line. h - 446 -;�•. � I —� �V .�I .� .^� I I I I I I 1 I I R� I\� I ' .. � �_ � _ . - ;�•-<•-�. . .. __ - -_ . ' —-- -�-- 6x4056 4 f „ .. Q f : 1x4026 2#6x5 -9 �i �n I _ ,I ,I '�� - - C I 4X�`t�i3D I- .. — I - , ��_-t. r i i I v 4,.411.36 (TyP ea I I h l I 1 �--1 - - I --- �' ji I 4x`01b I ! I 4x40lb--- I i I end `�' I �j I I ; j ' • - z E/. 807.3 ' 4 —S 4x9,— ,•, (;T? goti. I t/. BC7 37 , a, I ,� U �6x 18 -6 e 3 P f� c f e.f ! A99regate for } A N-) End Bent t Bockfi// It pile I a— " �'- i 18 8 i 8 � 8,\ /1 2 b,as 1 `O" 3" Reinf. (4016 & 403b) i 4 '-3- 4 Spa.�1 'o" ,l� � 14 S a.01 '--0" , �, , WII'VGWALL ELEVATION - �---- ----- - ,f i P —4 _3 - - Reinf. 4026 & 403�� 1 a n -- 4 — ' , » — 4,— u •3 ,a s_ I a, Scale. / - , O ; I ' 5 3__H,,f';,Ox.42 Steel H-Piles w/Shoes r 61b End Bent ! (Driven to 120 Kips Nominal Re,,istance) I E e Drain Pipe ELEVA TION Scale. / - 1 -0 !! i — . ......... .. ..ear ( �� ............. !'��'' I RECQhIMENDED � �-r.�;� F ,, r,; ,r a I �-� ® �'��.:' ,�`� FOR APPROVAL: i r ! � . - - ----� Butler Sa�ai>;isrc = DESIGN ENGINEER DATE DEPAR � E '. ;` � ' ''.` -- J -- -- ---- _- -- - - --- - - - i Headquarters Branch locations s �� K. MUELLNER L. OSBORNE 8450 WESTFlELO BIYD., Slff 3E 300 B W FFTON 260-824-5720 i DESIGNED: - DRAWN: _ _ BENT - - -X713146152413-8302 JEFFOr-S WILLE 812-285-0590 �� `,+� ��Y k ----- f RRUVIlLE 219-769-2333 ` r 1 s r �FAX 317-713-4616 CHECKED: M. MUROSKI (CHECKED: B. FRIGHT www_BFSEngr.corn PLA/JFlElO 317-839-3242 �_ `��//I/1111101��, j 1g,nll 1 J-0,1 1 2 - 10' /, N 11 1. - g -g� I 3 6 7" 2 5,0G. 9 12 J Reins. jop;' 1 " Chomfer = it Bent i 3 --- Symm. about � I Line 'PR-2�, , ; Appr. 4046 Pvm t. Structure �- I Bent No.2 Trail Sto. 53�8>.62 'i01?-2" At ---'- Field Grilled Holes I in Concrete /�Kaj 7 -U„ f R � r, r, ss' „� rr ""-it-, Bent - 'N 4 uptivna , ' I • 4 \ . Constr /L 4066 0 Aggregate for - --- --- - - -_---- --- - - 11 t J 1 � c� End Bent Backfi i A ► try ---- �i I W Geotextiles I Brg. A I `.c Ar ! ss ,s ( ss ss Miter Corner to allow room I1 I 'q for cross bracing (Typ) i ; V ,l Contractor to verify � 0 I 1 G” 1 I-0 dimension before forming. i 6';0 End Bent _ 15'_ 10" � to � Truss _ :� Drain Pipe (ypo� T ' j 2'- 10" 4., I 2'- 1O'1 -- *Contractor to field 1 , 01, verify dimension i r� ='` • '' Scale: 011 I I y? i A U Ste$ y g r �--- --- — — _—_—.—__—.— -----_— — T..1'i•v —ieT i ?�y`..sCyl 1, l H , !1 // 1 11 Rein,f (404 ) " -- 9=4- j T 2'-1C" 1'-O" 5'-6" 7; 3� ,� Spa.®1 -0 3 Reinf. (4066 I1 4 ,! i ! a 1 " s 11 2 r' - 6' -8 --}..- 6 --8 _ i 2 - 10 -5'p" ---- G,otional Cony'tr _ _ i t Bent-� ., Symm. about T 6„4x6'-O" I F E/. 816.24 Joint, A j -y�`� \ El. 815.96 ` 3" C;1 �\i -2, 6x11 '-0„ (i7 ,f.1 - 8 4x181-611 , Sliding Plate Expansror; Joint J `. 20x4046 l 1 ( _ - ('See Sheet 31) i - �---2 6x 13 0 > seat 4 e.f. El. 815.96 C r Asphalt App-r. 404,. -- i t h qp �- ---- __Lk - -- -- --- - -�- _ — - -- 6x4066 )I _ _ 4 -- - - _-- - _ ! I 7 Et le -{-- [ - , 1/ � {r) may' (^ I In 1 1x402 `- _ 2 6x5 —9 J " zr . x 4x406 r , i 4x403 �Tvp. ea. I r �; � - ; - �40?b _ I 4x4016--- ,i I i - cv I I I Y\/ \ / a .J end) I ! - El. 810.92 4y 6x 1 6 4x9 O - {r,� Solt. \ El. 810.92 -4 6x. 18 --6 i I I P P I 3 e.f — \ I -- - (2 e.f� I 1, , ,1 Aggregate for j = -t Pile - N ►� End Bent Backf,// Geotexttxes » 1 3 18 8 �8�' -O 8\ 8� 1 -O 8 8 8 3 Reinf. (401b & 403b) / - it 1-'__t!�_i— - 1 ,1 n f�1�1NCWALL ELEO%4T®ON sz� - 4 �3 Spa.c'� D , 4 Spa.c�l O 4--3 �4einf. (4026 Bc 403bb� ,F - - 4' 0"' - 4 -O �,l S�rile.•3�R 3-r-PIOx42 Steel H-Piles wlShoes %,' j 6 End Hens t L�r,�:-en to 120 Kios ftmin.al Resistances � _ ,� i c Drain Pipe i !i ELE A r/ON I I e _ - .� Ica/e:f "- 1 '-G'" ! �_ • a 9 i �o�e�i, � RECOMMENDED - ------- --- -- -� -- - --- ----- --- --- l— ��T +I I Al '� FOR APPROVAL: %� . -- - - - _ _ -- -- -- - �A_-- INDIANA 0 z :. Butler F� s 1 �' � ': = DESIGN ENGINEER DATE J DEPART�� 1 �' �9F,%'#t�� ±; �� 3 � d ��_ - - -.. -- I C\z r- -- Headquarters Branch Locations i - - mv K. MUELLNER L. OSDORNE 8450 wESTFIELD BLVD., SUIFTE 300 BLLIFFTON 260-824-5720 i D E S I CA NE D: _--- — DRAWN: _ _ I T g Y+ v 14- INDLAWOUS, IN. 46240-8302 JEFFERSONVILLE E12-285-0590 i �� I - -- — - ' 1 �� ;' ` TEL 317-713-4615 � -FAX 317-713-4616 MERRILLVILLE 219-769-2333 I ois� �� CHECKED: M. MUROSKI CHECKED: _ B. WRIGHT ' j www.BFSEngr.com PLAINFiELD 317-839-3242 1 0-- AqL-Al T Air.) I € y� s REINFORCING BARS Mork or ft. of Length t 'VO' cr '`/C) 4 Y 4 Y 4 Y Y C' Size SGrS 2 2 2 4 2 lf6 8 18'-6 o #6 e 6 4 ,_6„ 4,-6,. 4 '-8" 4 '-8" 1'0�6 — 2 >3,-0,J6 If6 4 3,-0.. T'-0- 11�16 4 5'-P " fir -.___ __ _._v� ;>> 6" 4 Y2 4Y2 - Total #6 (PIGI�7) ((7 7 8 — & i ll�---- -40 lb '8 7" 402b 11 ' 9 '40Jb x 4 J" 404b x 6' 8 405b x 9 '-8" '406b x 10 0 40 lb 4026 12 17 , '9 '., 4036 20 4 '—J" 4046 20 6 5 4056 12 9 -- If4 8 -6" #4 112 9,-0 BAR BENDING DE TA IL S Ivoi io TbtGi O�4 (PlaI17) 5,86 t(31 TO t v C 0/vOT-1 /,"7 Eqm(�te 10'" /7i .q Geolextiles S- LX,pG17S1'017, Jblf7t, HP10,42 57'-e'-e 'C- --------- Field Oe-Illed holes Conc. e_-yJr} <; c ry TTT 2 ,N 0� (-,()Nb VL UJA IRECOMMENDED . ........... CD vnP APPROVAL: Z. mol, 1—b A Yv'l Al h s. F. NL DESIGN ENGlNEER DATE Headquarters Branch Locations % mop 84W WESTREM BLVD., SUrrE 300 DESIGNED: K. MUELLNER DRAWN: L. OSBORNE BWFFTON 260-824-5720 INUMAPOUS. IN. 46240-6302 JEFFMSWILLE 812-285-0590 CJ a TEL 317-713-4615 MERRILUALLE 219-769-2333 FAX 317-713-4616 M. MUROSKI BENTS NO . -1 AND N',,'--; D IF-`A www.BFSEngr.com PLAINnELD 317-839-3242 CHECKED: CHECKED: B. WRIGHT 3 - 70" I 1J. 0•` 2'- 10" ICJ, 10 f1 owl 1 I"•-- - --- 1 3 Bearing /F - CN ti- -E±3- - I it Bearing O I d �t- Truss I Bearing R ^ - -- -- - Contractor to Fuld Verify JJ ,D J JJ Existing Condf"tions Prior to FZAN T n.:.ss ° ! i I I Remo va/ of Truss. - ` - — 1 f x3 " Slotted Hole , I i JJ -- (TyP� 1Y 12 Lj I CLlbricated PLAN - -- - -- -i - PTFE .Sheet i ,OJT ilT To Shoe -_ /N.D.O. T. Standard _ *Bearing 6 ,71 ETA 1710,1111V P E'astomenc Bearing Pad PLAN Type 5A (Mod/hed) ,3 'x 15'x,15" 2907 LA r (55 Dur ometer) (SiVed w/End Bent) Star'n/ess Steel Plate ELE A T/ON �s a TAPERED TOP SHOE Scale:I *" 1 ' 0 A$ 1 1_x,1 ®e ----------- i , i5t � i1 I II I n o' 2'- Bearing Bearing R I II / II Bearin IF II ! it g � I !l II I is Shoe Top t-- -- - - Top Shoe Boi tom f— --- ", � __—�— •---7"xl '_31' � _ ---___ Stain/ess Steel P>ate I _—--- PTfT C --- - Stainless .Steel Plate 1 - ., --- IIT- Bottom -0 x l '-- '• ---.�_.y__---/ I I li \ � \ ^ I I I 1 '�,�" I i! LI-lbriCCteG' Di'r-nPled II11 h IN.D.U. T Standard Stan I�d 10" 10" �� _ T ,-� J, �- „ � Flostomenc Bearing Pod /N.D.0. T. dord �® I P# 1 A709 Grode .3E� hreade� 1 -S F/astomeric Bearing Pad Rod Set et in 10 /Jeep Field Dr,%led 1 '& A z;1,- r• _ Type 5A (Modified T e 5A Modified , �.� vrcrd� j6 Iti, eudc,�'_--------- Rod Set it7 1/ " Deep" Wield Drilled (3 3X 2"x 15'x 15'� (3 3/32'x 15"x 15'x ) Hole with an Approved, Anchor� � 55 Durometer) System tem (Min. P611out--P, 000 _.bs.) Hole with an Approved Anchor (Billed w/End Bent) (55 Durometer) (Bi//ed w/End Bents (Typ.� System (Min. Pullout= 25,000 Lb--.) (Bil/ed w/End Bent SECT/ON (Billed wj'End Bent) (Typ.) ELEVATION 9 r}' a EXPANSION BEARING DETAILS AT BENT NO. 1 Sca/e: 1 "- 1 011 C z q 4 .oe``�``�• m! RROOMMENDED FOR APPROVAL: S/Z/ li Bmaw = t_$ R DEPARTMENT 0 F� s� DESIGN ENGINEER DATE ,a y Headquarters Branch Locations � � r ma' DESIGNED: K. MUELLIvER DRAWN: D. SHEETZ 8450 WF_SMELD BUM, SUITE 300 BWFFTON 260-824-5720 � � — --- -- --— � s� r s iNDIANA?OLIS. IN. 46240-8302 i TEL 317-713_4615 tRR ILL�LLE 215-7 9-2333 ///°�i ! ! ��• K. MU E LLNER ` _ cn FAX m i6 PLAINFlEt�1 317-839-3242 °° `� CHECKED. B. WRICTHT CHECKED. -- m - -- - . , J,— i 0 2 10" 1 0" 1 L/ Ira- 8`�,2 0 Bearing !t' 1 6 *1 '-4 t Bearing 4z— t Truss o t Bearing Anchor Alulf, Soles (T YP.) 7 (1,70ntrGctor to Field Verify Existin Conditions Prior to Y2 _q Cond Large Steel 01G,-�.,er 5 Bolt /"/7 for (t Truss ,Removal of Truss. Y, Hole PLAN To wards t- Roadway Set Anchor 8olt-s -?( Concrete ot- 111i.D.0. T Standard Top Shoe (7f"L L* ,Elastomeric Bearing Bearing E Pad Type 5A (Modified) PLAN j2 x x 4 r (55 Durometer) (Billed z wltri(-j gent, R EVA T/QA/ Embedded 7 TAPERED TOP SHOf and hold STRI,WSP, A 1 71—C,Aj 10- !t- Truss (t H e a r i n g 11 2'-0 '1 1 CN Bearing F, Pin — ' r'Bacring R `12 Q0 16 Y2 '�P, 2:31,5 Bar or Yg Teflon Pad Top Sh o e IN.D.0 T StGndcrol -'j�f A709 Grade J6 Threaded I ;�f A709 Grade 36 Threaded E7Gstomeric Becrinf G Rod Set in 10 Deep field Drilled Tlpe 5A (Modif Rod Set in 10 Deep Field Drilled Modified Hole with an Approved Anchor 15-*' 1.5 IN.D.O. T Standard x Hole with an Approved Anchor eGn' Pad System (Min. Pullout=28,000 I-bs.) Eldstomeric B n 70" 70 1 (55 Duroirneter) I I System (Min. Pullbut=28,000 Lbs.) (Billed wlLEnd Bent) (1-jlo.) Type 5A (Ybd1f,`ed7f (billed w1f-nd Scent) (81716d w1f-/7d Sent) (Tvp.) :3�lj,`:�15 (55 Durometer) (Billed wlTnd 'Sent) -SECTION L EVA T101Y lb FLA TE Oif F-- T fIXfD BEARING DETAILS AT BENT NO.2 Scale.-I 1 , 0 w u RECOMMENDED INDT- A FOR APPROVAL: z ` DESIGN DEPARTMENT F RANS� - N FL DATE Headquartem Branch Locations 8450 WLSfFiLLi) BLAj., SW—L 300 Aww- D. SHEET? BWFFTON 260-824-5720 K. MUELLNER A INDWOPOUS, IN. 46240-8302 i *#JMO z JEFFERSONVILLE 812-285-0590 B EA R1�N i TEL 317-713-4615 FAX 317-713-4616 MERMLLAILLE 219-769-2333 CHECKED: B. WRIGHT ICHECKED' K. MUELLNER www.BFSEngr.com PLAINFIELD 317-839-3242 to 1111110% 81 '_6" Out to Out of Bridge Deck Plate Detail i_ (1-his Sheet) ( 3 t > > 3 �• 5/ ra 5 r<^ Rec�ocled > /2 > 1 Recycled - __ Asphalt I I �! Timber ,Deck , „ ., ry i N Timber Deck ' P/ateSi ditail Povhme,�t i ! ; _� Pavement ; 3f Nai/er Re 3% Nailer y i ( , / � \ Recycled \ \ "1 � This S,�Ieet) Board Timber Deck Board Timber Deck r� - i ' x> __ ------- Holes �O Slotted tD Beam Flans en^ 3 Noiler .Ho/es i Board - I 3% " Nai/er W6x 15- I F 3/8'X9'x�6 f - W6x 15 ✓6�6x 15 J L W6x 15 W6x 15 Bocrd F % ,X9 ,X6% w// ' ,9'x'6 f � „ \--2- % '0 Bolts 3 -4- � Salts / I Teflon Pcd P hers and Exp. An -__ 1 Beret No. 1 -- -� / \ w/Wash.,rs and w/Was Nuts ('Golv.) Nuts (Ga/v. wlWashers �Go'/v. ) ! FXn gncho.rs �� (iNlin. Pu/lout y v �IjWashers (Galv.) =3000 L.bs.)�'in. Pullout � �3eariny ; 7 I I _ It Bent " ., —'- =3000 Lbs.) Holes in Beam F/tinge -E_xist. Floor Beam Exist. Floor Beam I i Bearing � Sent -- i T;^/ I t1 �' - 117 -- - — ------ - . �a--------- ..1 ; _ .3 - 10„ I I 2 �' BENT NO. 1 .SECTIONS A T FLOOR BEAUS SECTIONS A T FLOOR BEAUS SF TION T RFA/T N0_2 � SECTION AT BE Not to Scale ,1lot to Scale Not to Sca/e 6'X' 6" (nom.) Recycled Timber Curb (See Special Provisions) 5 - 3r. Recycled , Tii;Jber__ Recyc ed i Deck Timber Deck ! I Fasten w/.Screws per Deck - ' iNan ufac r urer �`re�Urr7i;IFj7<�ati<�r�.7 ; 4 ,x b (1;Ui't7.1 ,vuiicr : UCfI U (See Special Provisions) QD o � %x5" Bolts 0 3'-D" v ra cing,, Alternating Sides WEx/1 5 Countersunk) Q l 1 -- -?--- --------- W6x 15 LONGITUDINAL SECTION .° TRANSVERSE SECTION AT 40—SPAN t j t %0x2" Countersunk Flat Head Wood„ DECKING TIE DOWN DETAILS Troweled Smooth ---� i I ( Screws 1 "-0"' Recess ! No t to Scale oY •, Radius _ It -Recycled Timber Deck o / 'X4 En d m Melded Studs -4 "X6"' Nailer Board 1 ,-G„ (TyP ) ` 2„ 3 As d - i 2'x2'X '� - » ? (?n,--n Joint o (Bent Alo. 1 Only) e SL IDIA IG PL A 7 DETAIL GNot to Scale _ I �, r pl,lll� ,,, IL Rl AAA°i�° RECOMMENDED � � 5 I 1�� 2 w FOR APPROVAL: I' /'� - A.� = -- _ - � : =_ DESIGN ENGINEER DATE k IN, a_W o I Bud= F�aa Sit i --- -- ------- -------- - - -- - - --. - - - - - -- FM _.- .._.... .. _ - -. ._ _ _ .. _ - .. - .-._..-.._ _ Cv• - Headquarters Branch Locations Map .? ` DESIGNED: K. MUELLNER RAWN; D. SHEETZ I .� _ i £ _ e - 8450 WESTFIELD BLVD., SUITE 300 BLUFFTON 260-824-5720 INDIANAPOLIS, IN. 46240-8302 JEFFER:SONVILLE 812-285-0590 i TEL 317-713-4615 LAFAYETTE 765-423-5602 '4 ! ��` — - — --— �` i 1 �- _ .. _ ___ _ or FAX 317-713-4616 MERRILLVILlE 219-769-2333 °°s� ` a�� B. WRIGHT K. MUELLNER Y �� ,i �� CHECKED: CHECKED: --- www.BFSEngr.com PLAINFIELD 317-839-3242 0 U � � o a v AP to 9> » 4 - �,>J \ - - /X p C� X / , = Top of Deck LAo 0 i 6'-21 " ! 10'-6�1,g " 15'-7% " 15'-7% " 15'-7% " 10'-6% " 6'-2% " Top/Rail Bolt 3» ------- �4� „ ---- 4� » �4 � » 4 � „ 3» Spacing (T�'P•� i i4 '- 1 �, 13'-0% " 15'-7% " 15'-7% " — 15'-7% " 13'=1 % " _ 4 ' 1 % " Bottom/Rai/ Bo/t 3„ 4Y » 4Y » 4Y „ 4 � » 3„ Spac�;�g (Tyo 33'-7� p -° 3 16,-0» - - ----- --- 33'-7% " ------ --- -- �—Roil S lFce 79 -D t Bearing to Bearing 2 _- 1 BOLT SPACIIVG DETAIL (FOR RAIL,�) ELEI/AT/ON g Not to Scale h o 0 Br;dqe Bridge Diagonal D;agona/ �12 CG �I Corrioge 4 Carria e Bo/t wllvui Solt w/Nut J %fing,L ?s O � '0 Carriage Bott w,/Nclt �-- 3'X3" i%erticvi .ir�gie (TY,a•� � �., i , � � �: _� .`` !b Hole for f -�-_---- , _ Hole for - - » An A2 / Carriage ' Corr ioge Batt wj Nut o d. ^ (See Sheet 33) Bolt w/Nut C .� / ^ _ -j I _ Lattice � : r � p�,��--- ' .., 9 rr or �» , n -- --- -- — - - An le Al A 1 -- I I r� Hole for 1 „ r f' L 3 xv x h erg T, � . 1 1 » �6 3 1 1 " Min. 3" q _ Sheer .� �� ---- I �2 1 (/6�t'in.� /2 Carriage (Top Rai/ Shown) ( (See Sheet 33> Bolt w Nut 6 1 /2 1 / (TJyP•) ` 1 � A �' SECTiO�1/ �f��-R�' SECTION Z'-C" l ,* rx o Sc afe: 3 =1 c, Scale: 3 =1 -'0 Sca/e: 3 1 ' 0 x. a 3... _ R C .t R h .• „, ....... 0011111101!//ei lb �! e�ri RECOMMENDED g��` � i T -a 411-12 _ . FOR APPROVAL: 5 �, DEPARTMENT 3 i N;� ) £fir ` s g ; � = DESIGN ENGINEER DATE - - - -- ILI Lu Headquarters Branch Locations S DESIGNED: K. MUFLLVER DRAYN: D. SHEETZ -824-5720 1 13450 WESFELD BLVD., SUITE 300 BllTON 260 - - ___._ •r I _ INDIANAPOLIS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 ISO, . RAILING r • i - - TEL 317-713-4615 LAFAYETTE 765-423-5602 FAX 317-713-4616 MERRILLVILLE 219-769-2333 '`'eeee L ��`` CHECKED: B. WRIGHT CHECKED: _ K_ MUELLNER www.WSF-mr.com PLAINFlFLD 317-839-3742 . _ .. .. ... ....: .- .: --:. z-. .......,: _T..._ -..-._.,-,e,.-2-..rm. s ---_____—_ _-_—___—-_ _-_ ___ __ __ -—_-_-______ _____ _ ___ _ _ e. ..-...... uuuccs •.c>.a,n. - _ _ =—.. ea sre.m.-...• zs_.ue .:,ww-<_-a.e»;:.w.r.,c_i.-svc.:.. .. . .z..a_. ._. _ _ 83'-3% " Out to Out of Rai ling I „ J t. , » _ _ � 51 spa.© ?/ -32 - 11 / 23 spa.9 7% " 14 ' 0% 2 " 6„ 6�� " 6 - i I 15% " Bar 4 ';�% " (See Detail this Sheet) I ,D „ % ' Rivet See S ecio/ Pro visions � Rivet (TyP•) I Y ( P > (See Special Pro visions) , / I I \ A i / I , o .a • i 6 • av s a s — * • • • • o s s o f e • „ s r I a - - - L 3 x3-x Y4 % � Rivet _ __ -----------_ \------ ---------_--� ^�,� (See Special Provisions) End of- - Bridge F/ or i -- �t Beni No. 1 or No.2 '%� " INTER/®R Pi�NEL END PANEL i 3 , � r / \AIL ELE�/A T/ON.S` 10 f Ben. No.2 scale.- 1 " 1 , 0 " 14'-8" Out fo Out of Timber Deck I 14 '-4" Between Rails I 3, '0 Rivet j „ ' » Y " Ccrriage go It i (S'ee Special Previsions) ' �o L 3 x3 x -- I a 6 'Q1 HO le Bar 1 %� Xl4 for Rivet to ( P) . / T)' o / Rivet (;yYp.> o (See S ecial Provisions) P 1 \ \ // \ \ /% \�%i ► i F I Q 6 Xd (nom./ —� . • T mber Deck ~ • Recycled lirnbe�- f curb 3 X Y 7V2� o �d e of- 5r (611P.) g uIdge Deck } , 5 _ SECTION D-D BAR Df TAIL " SFr71. X y Sco%:1 1 -0 scale:1 " 1 '-O 6" o --- 6" rz 0 1 Y » 3, - 1 Y BO/t Spa. L 4"x4"x% „ 3 3 �L 4'X4,X/8 » ni �1161& lloie for % pl g » Carrioge Bolt (;5/p.) �;, Ho% for Y Carrioge \ b Bolt - - O i 12 fi 3 I fi t 1 h Y r V ANGLE DETAIL ;41 " ANGLE DETAIL 'A2 " Sco%: 3-"= I '-O" Sco%.• 3"1 ' 01" �� wQ1. M!1 /�,°�i� RECOMMENDED II # �' _ Q. ��` °� FOR APPROVAL: % �• S �� Y �� - s. s�sac � ' i; DEPARTME�! �' :� � r - - - � �I DESIGN ENGINEER DATES R _ - — -- --- - c" �� Headquarters Branch Locations I%, '•. map ..' ` DESIGNED. K. MUELL_NER DRAWN: D. SHEETZ T � y� 1, 8450 WESTFIELD BLVD., SUrTE 300 BWFFTON 260-824-5720 n - - INDIANAPOLIS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 �i a — — R A TT T `� C- -)� A TEL 317-713-46515 LAFAYETTE FAX 317-713-4618 I ILLVILLE its-iss-i3�323 �si� L ��` NECKED: B. WRIGHT CHECKED: K. MUELLNIIR rrww.BFSEngr.com PLAINFIELD 317-839-3242 11iw�, 0 -�T rC17 S17 OUlder C Q) --T T shoulder Trail Ed j 1 Trcly Edge-v/l0' 20'-2 I3116 7'-6 25' 1 ff C Trail it TrG17 C PLAN NO TE- A 7-!len A I WOOD RA/LING SHALL HA VE A IVAXIUUlvf OPEIV11VO V` Of- 6" RE TOLFIFAI 1?A 41- S RF/ nW A 1-4F1(,-1-1 T OF 27" WOOD RA/LING SHALL HA VE A MAX/MUM OPf-IVIIVG SCALE- /VTS OF 8 ABOVE A HEIGHT OF 27" LENGTH OF WOOD RAILING TRANSITION sHwl BE wauDED IN THE SCALE- NTS PAY ITEM F-OR WOOD RA/LING. 17'-6" Center To Center, �pic& T 5f-C T101V 2" 0 F0 45' 0 0 x 4 GGI v Z Gg I N 6 Post, Screws W1 Washers; 2 Tylo• ;z Per RG17 A t Each Post, r\ 0 0 0 0 0 0 7 112 4) 'x6 post, T .00 0 0 0 0 2 :vS I?Gil, 6 0 Finish Grade VGrIeS,- See Pans 0 0 0 0 0 0 0 I z I J— Note- 2"-o" ------ See Plans For Railing Z-OCGtions And Lengths En case I w k Post With Concrete 44 A 12 y. . H10 0 ID�Dp/0') A /n 0 Jil SECTION T. P 1410 OD RAIll //A - SCAI-L'--.* IV TS Z_- SCAL E- /V TS 11j, T, RECOMMENDED ti` A_ Q FOR APPROVAL: Z %*.-. INDIANA lk DESIGN ENGINEER DEPARTMENT OF TRAN', T)0 F-,� -=I%la a- mmO vpammvftm DATE jo Headquarters Branch Locations 8450 WEESMELD BLVD., surTE 3oo BLUM014 260-824-5720 mop . : DESIGNED: K. MUIELLNER DRAWN: J. THURM—A --IF N 7-v•INDIANAPOLIS, IN. 46240-83D2 JUMSONVILLE 812-2&5-0590 COOL CREEK TRAIL TEL 317-713-4615 WAYETM 765-423-5602 S FAX 317-713-4616 MERRILLVILLE 219-769-2333 - www. D PLAINRELD 317-839-3242 CHECKED: . CHECKED: MUELLNER RANG DETAT.1.3 STRUCTURE QUANT/T/ES CDNCRE�� RE/NF CAST THREADED FIELD CDiVC. REINF. EST. TESL CAST STRUCTURAL TIMBER EXPANSI��/ DENSE CONC. REINF. IRON PVC TIE BAR EXP. DRILLED AGGREGATE FOR E'f q.r?11v c rc CLASS C CLAS�. A CLASS B GRADED RA/LING STEEL STEEL iNE/GHT ENCASED STEEL P/LE IRON RA/LING MEMBERS CLASS BRIDGE p DRAIN P/PE ASSEM6'L/ES DECK JOLNT �- -��'`�"- JO/NT � HOLES END BENT ASSEMf�! Y r- "'•- ' � = J• -,�--? ITEM IN /N /N UBBAS APPR CLASS C (PLAIN) (EPDXY STR. CONC. H--PILES TIPS PIPE ORANMENTAL RECYCLED SUD,�iVG 7 E 10 ( ) COATED STEEL PILES 6 N1'E 6 EPDXY TYPE BOX BEAM /N SA ELAS 7(�MCRir c- � r /. . ;'`r- "" ; �;A, SUPERS TI? SUSSTR. FOOTZ1VG ) 'S'Q—A " COA TED BS CS 2'-3-x4'—O- CONCRETE PI-ATE � �L,�S T G,�;rr__Ri�: CYS CYS. CYS. CYS. SYS. CYS. LBS. LBS. LBS LfT. LFT. EACH LFT. LBS. LFT LFT EACH LfT SFT EA CYS. SFT CH LFT: EA � L;��H - SL12 STRUCTURE Bent No. 1 14.7 912 108 26 6.3 bent No.2 14.6 915 78 26 6.3 13.8 2 _ 4 1 SUPS TRUCTZIRE 13448 166. 6 1232 F 1 I TOTALS 27 3 1827 1 13448 186 166. 6 1232 52 12. 6 276 e -- , A.S. T.M. A615, Geode 60 a m I r P/PE TYPE SNAPS -- - --- -- ---- -- - --- -- -- r --- -- SMOOTq PIPE SIZE_ — -- ----- ---- CORRUGA TED PIPE SIZE ,2 f Il T I RCP/RCHEP (S) _ CLASS ---- --- - — - - - - - _ _ DQ11 .P,A T/NG 1500— -- --- --------- - NON-REINFORCED CONCRETE PIPE, CLASS 3 j S) Ofd CORRUGA TED PE PIPE, TYPE SP CORRUGA TED P/PE, TYPES _ PE RIBBED PE PIPE S SMOOTH WALL PE PIPE S MAXIMUM DR • t , CORRUGATED PE TU81NG PERFORA TED PVC SEM/C/RCULER PIPE - - ------ -- — PROF/LE WALL PVC PIPE - SMOOTH WALL PVC PIPE S V/TRIFIEI7 (,4,4 Y PIPE EX?-P,4 rn rA U i-ULL f A Vti) di �1ivLu Qc - - ZINC COA TED (C) ---- - - - - -- -- ---- t 7 7-/ CKNESS _CO0 PROFLLc ZINC COA TED W1 BPI (C) --- -- _ 1 s - ?Y,lClfillFSS 1 0. - - --- - --— ---- _rY1RR.. PRc7F1t E X77 p AL UPI? COA TED TYPE 2 (C) 77flCKIVESS - - -ALUM. COATED TYPE 2 W7 ; CORR. PROF/LE BP/ (C) W - POLYMER PRECOATED I_ GALVANIZED Cam I TH-1 GK,VE - W POL YMER PRECOA TED CORE? P,QO�IL E GAL VAN/ZED W/B,% C� THICk1,1ESS J F/SER BONDED 8/TUM 11VOU S C C'R,",' COA TED (C) T,YICuNEJ' FIBER BONDED B/1UM/NOUS CORJe PROI-Y O COA TED W/ BPI (C) L ?NI�KNESS CORRUGA TED AL UM. ALLOY CORP. PROFILE 2 - PIPE C 71-1/CKNESS --- - - - -- _ _-- - ------- ---- -- 0.06 -- CORRUC4 TED ALUM. ALLOY PIPE CORK. s %RrOi1 i': as s -- till p XUA RECOMMENDED � � F INDTANA FOR APPROVAL: DEPARTMENT OF Bucbr ��.a seusec e k L DESIGN ENGINEER DAT��--- _ ,� . Cs I Headquarters Branch Locations --� £450 WESFIELD BLVD., SURE 300 BWFF0N 260-824-5720 �� ` DESIGNED: K. MUELLNER DRAWN: C. CARTER g q - - --- " INDIANAPOLIS, IN. 46240-8302 JEFFERS0NVILLF 812-285-0590 B RIDGE SUMMARY _ F TEL 317-713-4615 LAFAYETTE 765-423-5602 i FAX 317-713-4616 MERRILLVILLE 219-769-2333 moo/ �� d 's �� I CHECKED: B. WRIGHT CHECKED: K. MUELLNER _ r 9 +� vr�. r.com PLAINFIELD 317-839-3242 ! / � )PAVEMENT OUANTITIES AND APPROACH TASI-E Vf RS '01f IPA C 7ED FOR FOR L L-Lj FOR DESCRIP, /01/Vl t-4-j QS L'kj f-XCA V FOR 9A SE L-J GRADE APPROACHES L L Q1 /7-H DEPTILI 110 J30 330 220 1 2 CUT 110 220 JJO 110 220 % C Y5. C YS. f TOMS TONS TONS TO/A/5 TM5 TONS TOAIS T01V5 S Y5. S YS. S YS. TONS TON-5. I 7-01'Is L YLL Sys- 5,34- ;13.37- to 57*77 16 Mainline 12 3937,9 29 0.08 110 16 3,3 74*4��71 to 79*56 71 Mcinline 12 511600 0. 70 1711.5 80*21.61 to, 62*95.09 Udinline 1 12 27J 42 20 41 16 71 Side C" 82-f,92 Side!WC -J Q UP DOWN EMD Li UN 12 12 25 9'11 0,58 8142661) 812J5 50 A0JUST & FURNISH SMOOTH LID NA 72 00-R5 AVANH0,LE SIGN p FU- r Ny I LQ ' PA VL-D SlDf DITCH. RIPRAP DITCH AND SODDING SUMMARY TABI-E 7-9-k54.50 PA VED SIDE DITCH RIPRA P DITCH SODDIIVG 50-k 09.00 R5- 1 TYPE e- STA T101v c) 5 T4 TION Q) LIQ EA CH f-Et-T f-Z-E T f T-FT fEFT FfET TOMS TONS SYS. sy-':� 5 ys. SYS. SYS, Sys S Y-5' SYS. ------ RECOMMENDED -&NDI NA FOP, APPROVAL 13 Soufwt wp'b� psou - Headquarters Branch Locations C. CARTER am DESIGNED: K. MUELLNER DRAWN: Q-� 7 BWFFrON 260-824-5720 8450 WESTFIELD BLVD., SLKTE 300 317-713-4615 LAFAYETTE 765-423-5602 21,312011.- REVISED 1VURSERY SODDI 00 FAX 317-713-4616 MERRILLVILLE 219-769-2333 CHECKED: B. WRIGHT-- CHECKED: CRASS SEGTI C�fV S CUT F1 LL SCALE: 1"=5' CUT t l L_ 10 0 1'I 1 It 20 i 0 C 1 p 20 30 20 - - - I - - - ---r --I 30 30 _ r-T -r - � -Y- I � I I i I -1- — - - -. - - — ---r- - -I - I I I I I ; _ I _I __ - . - - I i - _ -1 -�--4-----4------------+- --1 ; t ; I } ! - - i , I I ► I 1 1 I I i I� 1 I T1 I{ -i -- I ; , I # t I - 1 - -4 I - �_ I - 1 -I I _ _ -- -� -+--!'--1 - - --�-- --�-----i + ; ' i -1- I__.---- I __..♦--- - I I , ! i,I + ---r- _j_-- I J m, I T�- -1 -H t �4 1 � I I I I 1 I r -- I I - - = - - - - -'t - ' ! I I : ' 4 I I - -- - - - I ( I I I -- --- --+ +- - - I - -r - - I - -•-+--- - - - - - - - -- I 4 ; I I I - - - - - -; _ , I , ► T-- - - -� r - -�- t 7- 1- t r-r t r-r f I --- -- _ _ - -- --- - - -rte- t I I k _ - _I - --. _" -_ - i t + -1- --- -I I [J- I i ,---t- I I I tt--1 - [r I I I I -�- _1 l.- ' ' I I I - f-� j I I I - ( I 1 I - - - - - - 1 I I " T-,- � -T--- -- ----- ' 1� I I I I u r _ r .�_ i I I - -- - - - I I ' I - - ' ---I I I 1 - - - + --1-- -� --I ---L - - - -�- - -1 }-�-- -f - t-�-t-- -+-F-t-�I- II - -;1- -;`- - - r �_ -�- I I I ! -t-- t 1 + T i I ! - - - - - +-t- --{ }- - -+-f- - -- + I - i i I - --- -I- - --- - � I -� I I I I i I L --I j-- - - - - - T I � - - -�-- -- - 1 - --- - -- - ---1 1 - -- - ,- j i- I- - - I - - I _._.I I I I : I } I - - -+ t -r i --- ! - �� ' I I I I _ -I L� J_-j ----I--- --, - - _ i - �__L- — I _I i ( I I - - ---- --------I ----_I (-- --- ---- 1-s-+- !----I __!-_r_..- - --'- -!---- -- --- - -- ----L--- ----;- I- - - --- ` T i I ! ! r - II �{II - - - r I I I_. - --- -- 1 -- - -- -- - I - - --- - - - - 1 - - _ - - -- I-- --�-- ------------------------ --------- T- -- --- - - - --- -- - -- --- - - -- -- - -- - -- - - ------.-.�{..- y ". ; -t t" - - - - - - __ _ - - I -t- - � I I � I I I. i � I i - -- -- -- - -_ - -I - --I--- -- - -I -�--- --t_ - -� ' C -1- ` _ --l_ L - -- - -- , I - - --- - I i -- - i , +-- � - - ! - - I II - - - -- -- - - - T- , ► - - - - - -4-------- --+-� I --- - I -TT +---t+-!-T-- ----+- I �T-H-7 -+i-1 - I -1 I I I I I I I I I I I I I I I I I I i I i I ! i I I I I I I I 1 I 1 ---- -I - I - - -- - --- +- 1-I1--I ' I 1 I I I _- , - 1 - - - -I - I - -- - - - --�--- - - - ---------------------- -- ------j Ilr---�- -- - - ---i.- ,..-- --- --- --+- -- ---. ---r-- _-� I I -i- _ i- �._._I I _F I I _ _ I t - - - - - - --- - -- r t - I -1-+-( -- I-- - - I - �--- - 1- - - -�--� - F- - - ! -7-- - - -- - - _� - - 1 y! I - - � --I I I I i i i i i i ! I - - r- - - - --I--F - - - -- - $- - ---,--- ( - --i-- - - - �-'�- - - -t - -� -I--r - j _ - - -- - - -- - - - - I-- - - - - -- - - I I - - - - - -I--- - - - - - - - -- --- - --j--l- -i - - - -a �- -'I --t - -I- - — J _ _ i 1 _ -�. - - - - - - - - - - - - - - - -4 1 i I , I - - - -� - - -- - t - I I _ - ----- -- -- -�-- I--�- -I -F t- .�- -I- -� -r - ' j� F - I I I -- - + - r- -------.------------------------ - i 1 I - i-- - - --_ , - _ - 1� --I-- --L-_-' I ._ I ' '-- - - ' -t� ' -- I --�--I -- -'- ---i. 1 ' : I I 1 - �t-4- - + r — - - - -- - {T:::�]- - - , -f I � i -I - - - I I t �- - - - - 1 'I i-� -1- -} -- - - - ' I I 1, I I I I { I ! ! -� I .I I I I I ---- �- I t- -- I I , 1 ; -, 4 1 !- --- --- I I t- - ----- - 1-- - +- - - r r j I t I I I I- 1 1 1- ! -+t - - --- '- - - - _. ' -!_ -� i _ _r_ - - - I I I _ I I I 1- I I I T I I I I I T_ I - I _ -- - --1- - -- II -- - } �- fi- ---- _+ , l I I 1---' - - - - -T I I I j ,... t I j_---- I- r_-'. I 1 I i i I ' - � Y _I- - - - ,- I I I I - -- - . _ - - 1 ' _ _ 1 � - - 1 ---+-+-- --- 7- I I _ ► - - - I _ - -- --i- �- I --�- �- I I --I I - _ - - I � - -+`- I - - - --- - - _ - - ( I I -- - !- --1--- -I-- -f--T ._t--'� - I - -- -_ - . _+ I -44 fit- - - i I I I I I ---�--- I I 4- - --�---- - --_ I - -- - - :-- - I _ ff - I r , . I I .� .41 � I I - I - 1 �- I I-�I-- I I f--I �-: � ± --I 1 t , I -- �J (t 1 1 I +! — � i I i I ! - - - '- --- - - - - I I _ - -- ! 4 i I i _, I_ --5--- - -I 1 1 F 1 ! I I -- -- - - 3 i r' i I ! ! ; . I -! 1 -., _ �._ _ 1. `.. I I I ,- � i-------�Q 1.) I , ! , I I , i I I I I I I I I ! I f ( J I r 1-i ! I I ► I I - - �_- - -- -- - -- -- -- - - - - - .�_-# '' II I i _ - - __._ �__- __- -_L- h' T -- --a- f ��'�"- p - - ' -�--- i-- I 1 I I I : I I I ! I I 1 1 - __ - } - - - - .>_ I.�. ` I l I I -�--1 , 1 ! 4 I _ _ -_ -_ --I-- - r +' i - ,- �. i-_ - _ - 6"a I � � I I I i T I ! II -- -I I I - - -- - , i I I I 1 ' i - - - - I - g -- �_ ( -_� - f - - _fit- - -�- -1-�- . - - � I - - - - - - _i__ , I I} 1 -r I I I -- -- -- - -I -i-:-� -- - - --I-- --'--1-- -- I-- 1 -f - - _ (£.•L.11 � ! 1 1 { _ !� 1 I --I- - - - �- ( - - - - - I - - -- .1-_ I I ; I 1 4 _1--1 I--- I:-F- -1-- -�--t- I-� I I - - ---I -I __- I--.!-.__ -1- -.-I--�"---I- I L--- -.-.L. - - - - - - - _ R -- "._ -i I I i , -{1- 11I—I�'— I _ I! --� -- I T�. T t r I ,-- --�- I---.,-- --- _ - I �*.._ I I I I __�-+-. - - - 1- T I .� I t $1 i --I- -{I- -- -- I L__ ---*,—T�- -- - - -- --'t_ - 1 I I ( I ( 1 ' I .I I ! I I I - -- I - - -- - -- - -- --'_ __. _. _._T..�,_. --+ i -I T ; I S i � I ; I I I I I I ;, j I - '��-- - _4� I i.111. I 1 I I I i t ,� ' I _v, - - - I-- - ,--+- - U 1 ! I + I I I 4 - �- -- - ;- - �- 1 I i - - 1 h — �-- --'--r- I T , - - �l I ; -I-�=1 -t I� 1 I - -- - --- -- -- - 1--- y 1 - - I -- ; I ; I °"1 I - - - �{ i t I i I t 1 t I I I - rt- I fr.. J i f1, , - - I -- -�- 1 ; 1 , t - - I : zt E I 1 i I i I ( I I -�- - -! -t + I r-±- , I . 1 ' I ' •--'` ----- - - --- ----�- I -- - --- ---�- I I ! ' , , _ 1 - - - - - - '- - --' - -'-- - - _ _ _._ _ -- ---: - -- - - -- --'-- ---- - - -- - ,-- I fi;-" T I I I I -1 I I ! _ - --� I j - - I , ! I I i I ' CSI I I I ' - -I-- -- - - - - - I I ' I - - - _ - _ - -.-----I ---1 - - -- - - - I - �-- -I _ r- --- -.-- I--> - - -;- -� +- I o I-, - - - - ,- - I Q - - i I I I I I I ! ± �- - - - I_ I I I I -.-�,I•- �---,• _ I t.: I ( I I I I I I I L_ I - _ I _ - --i.. -.'_ , _- _.-._- - - + i - 1- i - - 1 , t _ r I �- - - -- - - -- - --- -r---I ,- - -- r - ;- -� - I --, - i — --__ -i-- _ --r— - — --f— I I ' - -- - - -- - - ---' t 1 - - ----- - _ - - r � f ---i-- ---r r- t rt- 1- —r- I I -}-- ,-- , -, 1 -- f- - , - -_, , -1- I _ - - - I � I I �I I --. -� - - - � > S - - - ' ; -� - _ - --� -� 1 I ; 1 t-- , T i 1 t C - V I I I t- - t �- -1 I T I 1 I I ; - I--rtt - t -t - - -I- - _t_ t I - -!--}--1- - . -�- _" _+ 1- _ - � ( I i ----- L --'! - ,-- - - - - -- -7- ` ! I I - I i I I ` I I ' I I I l 1 I ! -- I I- --' ' -_-1-'-_'___I___'._._. _- ' I _ -_ r - ! - - !-_i i !I I i 1 I I + I I I I I I ! - - - I I - - - I I -L; I I : - - - I ( i i - - - -- t-- - - I: I I rt I -�- -I rt + _ -- --1- - j 1 ; I i I I -1---L . -L- - -_� _ -�. __�-,- _ �- - I I _ - - - - - t I + - - -- - - � -� - ! 1 I -7 - , M i t I -- - I ! I , - ( I I I t I I ! I I - - r.. 4 �- -�--F-I -I--1 - �- -I- - - - I I - - - - -- - - - -- t- t I - _ - -1 - - - - - - -��._ _ - -� , r 1 i � r - r t s - _ t- ___ _�- ____ _ 7 ! ' ! I f t - _ -- 1--- I - 1 1 ! , I I _ I� "�;_ I 1 __ !t _ - I , -- .a�l --1 - - - -- - -�- L i - -- a _ _ I - - - I -,- - - �- -� - - I I I ! I I I I - I _ - - -- - --j F -+ - - 1 ! - - -- I I - I -- 1 - --- -- --1 --(--I-- --�--� -I- -T--- - j-- -- - -I- - r , --; _ H - _ r �' I I I ' i t-- - - - - - t I� I I I I _ _ - - - I -I 1 . I I ! I ! -a- - � I I I i � I I -+ I -�- +- I j�� - - - �� E -- - - -- - - -- _ - -- - - - -�- -- - - - - --- - ! 1 , T I I i _ - - r �� , ; r - - - -1- - - - - -- , - - -- i -- _- --- - - t J : i I I I I I i r - _ :0. -t- : , I I I 1 I ! a - I - _ - - - -" ------4--------' I 1_-.1 -i- -�---4----- -- - ; -a-- - - - _ ;- r 1t! - - - -- _ -,- -�--- -�- 1- - -_ - - I -- I , , I ! I I -_ -y _ 1 - - � -•. : 1+ i - . -- -_l_ i _. --�-I , - I I ( I ( 1 I I L I 1 I f I j -1 I , 1 1 I I I I -I I I I I - - . - I I I _ k I ; gym., I+4 T �� T I - - - - - i } i C I I i I !-4- -1 I I - ' I - - - - - - - - -- I I j I I I I -I-:H c -i- - --'-- 1 --I -+- -! --1- - -- - -; - - -- - - - - . L} + I - - _ - _-- -- -1 I I .I -t I - - - - - - - I I I I - • ----!-- p - - - --' I __ - - - __1 --- --- S� ___' -I---t- -i - I ': I- - - - }-- I ! j- -, C - -{- - I I ! I I ! ! - _ -- 1 �- - - ; . � . . ; .I - - - -- - -:t-,__ - - : .7-. i _� t - - - T - -�- -i � --1- -- - --- - - f, - 1 i -r I I I _ - - f I I I� --I y - ' --- - -- i - iI I ` I L_ �� I -. - t- I 41 1 1 _ - - i a i _ - - - - - --- -- - f -- -- - _ I ' i I 1 I I I I ; , I 1 I I I I , I I - --'I I i-1 1- _ - - -_ L-�_ ___�_ -_ 11- T -(- _,__ , - I I 1 - - - - - - - F 1 ; I I - - -� - - }- ±--}- - --� - - I ! 1 - +- - - - -- _ _-�_t -,- I--t- 1 i i -. -I- --- - - - ! I I 1 ( - - - - - -- �- -- -- �- - - - -T t- ! _ -- - - -- - --1-- -- --I- - r-----}-- - -- - ; - - i % -t I r I I r I- r. I I } ' - - ' _-� -- I _ --- -I-- t- -- --1 -' - �- -- - -t- - - --� I i I I _ I- -I - - - - - - - - _ ,� -� I I f i . f- I I I ! 1 I t i I i ! I 1 i I - -- - -- -- ---- -. - ... - ...- - - -- --- - - I I I I I - _ _ _- I - { , I I I I , J `-I -! i I I ► 4 I I _! f_. { 1 I t ,i : VIII � ;a , ;;e, .t'ti..�I%M) �� Q - -- --� . J-1-1---.I -1-,...--.--5._ }__--. --1-_.. _.�_ •-.. _�---- I 1 1 _-I_- --1�I - -. -- ---1..- �-} -'� -- � _._t -r--_ __ _ - _ -. -- - -- _ _ ,_ _ _ - I i I I ` I I I I__' _ -- -- - -- - - �- - --- - - -- - �- r ' - - - - �i I 1 1-� _ -- - - - -- - -� I i i .1 ft4+t r'' v'4-' lv �I � ., I - - I - -- I 1 r r �- trt r t- , 1 - - , - - _ _ r • 1 } S! v - -- �- - - -+ --- - - - - I - - - --- - I I I + I I , _ i i -+- -�- i-1 I t } I I I i I - - - - - I 1-� -!- } �f ., . , I. I -- : - -- -_- ��I I I �_ ji—h-rtia-1--l' - -- �- �- -a- r :15�ffi--- i I -5- -!-- I I I I T! t -t I - 30 30 20 '�) �; 3{) 2v 10 p 10 20 - -- -- -�.' - .- ___ ----- --- ---- I ---- - --- -I - --- -- --------- -- - ----- - -- - ------ ------------- -------- - --- - ----- ---- -- -- -- - �; -- F I ;ROSS SECTIONS INDIANA _ ` 0 9 9 9 9 i s-� T(may a r - O ' Butler F LINE PR- 2 _ DEPARTI� EI- -- TIC _-.- ,.� -� ..T- - = '� - I =; - — -- -- -------- - --- --- - -- - - - -- -- - - 1 V 1 L m N O/N S m R S --- --� _— --- -.---_ _ - ----__--_ -_ - _- ---- - ----- __ -- , f. Headqua tars Branch Locations K. MUELLNER J. THURMAN 8450 WESTFlELU BLVD., SLIME 300 BLUFFiON 260-824-5720 DESIGNED: _ ___ __ DRAWN: __—_ _ °3p IFlDIAPIAPOLIS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 - — - $� TEL 317-713-4615 LAFAYEIFTE 765-423-5602 J THURMAN K MUELLNER FAX 317-713-4616 MERRILDALLE 219-769-2333 .CHECKED: ___ CHECKED: _ I -1 L— -- —... -- ---- --- -- www.BFSEngr.com PLAINFlELD 317-839-3242 1- 1. CROSS SECTIONS CUT F1 LL SCALE: 1"=5' CUT r° I i__.L- -40 20 10 0 10 20 2 G --r- _j_ _��T. 30 30 � _ -�_ � i �- 0 10 Z , -1 - --- ------+-4--- 1 1- - 0 1 ( ---T� - - I-- - - - - , - - -- -- - - '-----------I-----T- - ' --------f------- i- ( '1----r._. --4 r--r---1 I' --I- - - - - . _._i.._-.. -- Y- - --,- - - ---`-_ _----r-•r-'' �- I - - - - - -- - -- � -'-r- --- - t--- - !- I - - ---- -- --------------- -- --- i -- — -- --I --- -- - - - --t- { - - -! I I I 1 - - _ - I I �. -I I I 1 I I - { - -i -+ -t -{ 1- - II—�-----------------+-! r-, - t -i- - -- i - I _1_ j J --- - } - --�- --j- �- - - I j -- -- I i. f ---I-- _' I I t i - I -I- I-+--I I __-� r T 1 _- --, - , -t -- _ 4-- -- -- -1-- -+—�-- --- _ I 1 _ f _ t + ---- 1 - �- - - i --+-- ' i I I 1 I - -1----j--- --I--i----- - ---C--t--- iT---i t--- - - - I L_-!..- {----r- °r---_t I.. .- ---�.i - 11--J- ---� - - 1 _ - - -- - - - - I - _- - I -. ..I _I F ! { I 1 I ! I I ! I I i I I , I- I I I - - I L ' I I I I i I I I - ---- - - - _ -- - - ---- - -- I-- - - -- -- -- - - - I -f- _ - - - - _ �I -t r - I I �Ii T� -� I- I - _ ' �- - '-- f 4 -�-� I - _ --- -- �----1--- -- t-�-- I , il i I -- - -I- - - - - - ---i- _ I I -t- --` -j-- I I j , I i I T -I -t ! I I� ._--- �- ------------4-------- --------- - -1 -�-- T� -�-r -J- - I---- L- I -I -4- - _ - - E ; I I I �I-- ---- --I--+---I ! I I I { ; - -�-I- -�-� - - -�- - _ t- _ - - - - -fi- --j- - �--j - - - - - J� I . i -t - , - -f- - - -+- I - I ' I - ---�- 1 �- ' �-- - �- - ! I I I y --- - I -- I _ ! I I I ' I I I I +�- - I - -� 1� -r - --1- ! - -- - -- -- - 1 I i 4. I If -+- -- - ---r-� -I �-- - --- -TI I - -- - - - - - --fi - ' +'- I --�--- 1- _ - - --I- -+-- - ; -t - - ------ ---i--- - I - -� I�. 1 --+- �--_ _ I - � , --- i -+ - - --1 - I--4-- {---i--Y--- _'I l _ -} - - _ + 1 I I I -- - - -- I - ---- - - - -- -- ! I I 1 - -- - �- - + --� --t-�- - -�--�- - -� -_� -�- - -T- �- I -a- -- - - - _ { rt - - - -+-- - - -t - -j---- - - I I - ! - I-- I--- 1-- !- ; - - ' I--- i t 1 I ( I I fi I -- t- - - -- - - -�- { - -- - - - -I- - - - - I 1 I ' I i 1 , - - -- - -. -�-- - R-- , -L- !i I-� - �- - i4--i -- - i ---i- - i I ! - _ - - - -- -� -r -�- - - ! 1 -j- - -' - I-- 1 1 1 , I i I --I- -- - -+- - - - - - - -� - - - - - --- - - 1 - i I _� � � I I I 1 i ( i - -- - - - - T11 :- -' - ' - ! ' -- I -- --I ! I -' -t--jI I I + I I I i I -r-1- i �_ I ! __ I ! --T - - - -- I - I -� - -4- _ ! 1 6 1 -�--� - - - --� - -- -- -- i I - - - �- j - -�- j - - a- - rt _ I-- - '• - -- - I -' + - --i _ -- 7 r -, ' --a - -- � I I - - - - - - - - -- - _ I i -- - - - I t - - - -- -- I- 1i -I -� I i I - !�f I I --}- i . r - - - ---- - - - 1 - - - - i r I ► r-r t -- - - - - t- - - - - - - - - _ - - i�- ! -1-- -- - - i - - ► - '- '- - ' I --- - - - - -- -- t 1 L _ I , 1 I I - -- I- - - - -- - - - �- - i - i- --I - -- -- - - -i _-1- - - - -- - ! - - - r L I . - - �- - - 1 - l—�—I I t I I I i T - _ _ y - +I - I I I -- - -a-- -- - - - - - - - - - I- - - - ' ' '1-1--------------F-- _H+11 -�_I _ - - - I - - - - -- - L -1 --I- -� + -� -�-- I ! E t-----k-l-- -� ---- -+-- --� ----I----- T - --� 1 ' j -- -' .------11 --4-- 1' -+ -- I --1---+-T--- -�- I- � i I i -- - 1 -� _ I - - -- - _ �- I 1- 1 , + -fi ! -�-� I - I - -- 4 , - - - I-- - - - -- -- I- �- + - 1 _ _ !4--° - - - - - t- +- �' - - -�-- - -- L - I -�- -- - - - - -- I 1 1 i J E ' I _ i i r - - - + ---r- t I I - - ! I 1 y -- + -1 - {- i,---j -- ! i -i- I -f-- �- I - - - I ! t--� I - --" -+ -+ -- - �- -- - - - - - ,------,---�- - - --I- - I _- - ._ - _ - --- - �_I -- - - -- ' - - - - -- -- 1 I ! - -- - - - - - - I I I I--- -, .. -- --� _+_ I - - - - -- 4 -- -s-- - --- I- - --- - ' - ' -1__. J 1 i I I . i E , - ,--i -I y ,I' I• i ----- --I_T----�-1 -T— 1 f 1 Ei FL- I I + 1 I I I 1 t_ I �� '�.. -- - - I I� : � ; .y?l-l-- -- y I , I_i _I - -----�-� --, ---�---'-�.-�-- - _ I I II I I ' I 1 ! ;_ --i--_ -- -i_.-.- _ _ i _. .._. - _. --'-. _ _ .._.._ - - I.`` I : ( S I ; E ! 1 ' I ! I i I I I I -t-- - -1- _ I ! 1 -! i I I -.L._ I I ' - ---- - -._ _�--'--1-1- +- . 1 -- ' ! I I -- - F t-r c 1 }-t I }-I -� -r-� - - I-, �} _ I I - I -t-} I ! -- I-- i---'- -I- i - - - - - 1-- L 1`; I i I ! I : I I 1 t ! i c�-j--f-� f I _ - - - - I I "� - I -}-- -� --F- I t r -�-- I -1 -I-- - {- - - I-- L_ . 1 - ' - -- L- } - #- . . 1 i -t . - t -F- -4- -r - -- - - ----j-- I + I , [ r -1-- t-- �: --- - - - . - - - 1 I I -; 1 - - I I I t 1 _ f _ , I I 1 ! r f ; f i ; -I --r- - +-� - -�- - --F- - - - ( - - - 1 i I I i i I _ ' - ! - -- - I —f--; rt - - -i i--T--�-r ;--� - I I , 1- —t- 1 - - _ _ ; I I _ t 1 I I ':v� i I� i_�.._.._�-• _T-.._t-�_.--I_-_.r..-;-._ _..j__.J._._:. { I ,. r- ' _ _ - ' I ' .-T--_`_-r--'_ -i--i--;'-_ _ #--_ I t __-+.. _-..e- _ .. _ _ .- I I I _I -, - I E I ' -r ! F- ? i I , I-_� j. fir-`, f; 1 1-�- t - - - 4- —,— - I - - I ! I I I i I f ! I ' - ? i I - - - - - ----' i c I I , E I i I I , I I �•r--I 1 ! ! I I - - - -- _( I 1. ; , - _ _ : _�______Y__ _:_ __�___I_ _ _ ! I I ! - - _ I \1'-t- I +°r'- I I I i 1 I I I I T - - t I I I I I I ( ( . ---L-- - 1 I I - - - - -- - - - - -- �_ I . �- ! I I f 1 ' 1 � l T -- I -- �- , I I � 4 ! I I 1 ( I I , I 1 ; 1 1 S- - - 1 -� I I ( L _ __' I i j ' •ya i j �---r---I"- -T-1�-�--F-� �--+-f-+- - I ___ ! � I -- -r-- --- , � 1- .� ' t- - --- -- - - -_ .-s , _ , _ - _ _-._ _ -_ �. t , e , I ; : E { ; -T : 1 I i-- - , - - { - - -�-- - --�-- - -+- -- I --1 �I I I-..- i --I--- , _ i 1 I - _ - _ _- _I -- —1 i + I I 1 �' I I fi - - _ I I I I 1 I - I : I ! I r 11, �1 ! - - I I 3- -T 1 f © i 1 I 1 , 0 - I �-+ -�-- 1-�-a - �- i- i-- -- I t- f - -- - -� 1--- -- I �.: - I i i rR -- - vJ I 1 I i !- - I I --I , _� _t i I I --f _ I__L I I -;_ ' I 1 . I - - - - -- - 1 i f I � I I } I�� 1 ! I � , - - _-�-_ - - - - - I -- I ! ! I ! I I �-1 I � - - , -- - +--- , v�, I -�- -- -L- I -.- I -- - - 1- �- '-- I _ i I , I ±-- L 1-Q i II ' I � i i C = ' I - ; I _ I - , 1 ( '.. I j t i 1 ! ! - j- 1- -- rt - - I - - G I - - - -- - -- �' � - ' - ' - '- - ' - - - - - - �� - -- i _ - ; : f - - -. 11,_ � I � � ,, O -+ - + }- I �_ 1 �- ( I i I , -r- --i- --� -, - i -+- --1-- -!----- -- - - - - - -- - Y � �. T 6i I I I - - �T- -1 I It i I I / i- �q + -1;: _ I J - -I- + II I I I I I f - - - - _�- 1;-_r� - -�_ i r - `� - - - - - I �- I-�- i-J_ i I 1 I ! I� - ! - -i 1 .� _ -`-r -r----- -I'-- O - I i - -I - -- - - - - - - - --- I - - 1 i I I ! ' ! I -` I _.- 1--1 I _Y I I - - — '— tt L - -- -- - -- -- - -- -- - --- _. .. .. _.Z_ I� - - - - 1 >. I t I i - - - ' -- - - - - - -!-- -- ---L - - - - -� _� - -- ,.±------------------------ _ _ 1 ! 1 i - _ _L_I- -- -- --- --- - - --- - - - F _L_J_-�_ i :-�- - -L I 1--1--- i - - - II - - -� - - --- --+ - I I I I ! ! I I i - - __ _I I - - _ O - i - _ ! I { - - - 1—I--r - --, �- --, - --- - - ! I I i I � - 1 1 ! - I I I I _ _�__�_�__ - - -- -- I i I I I --1 r_ A3 i f - - T L -+ i- - - -- -. - - -I I J-t� --- - - L _.L - - 1 _ !- b i-t -�- r fi * - +-'+-- - t - -- - - - t- -I ! ; 4 � ��_ I _ � _� 1 I-�--I ---�---i--�-I I ; ' I I ' i f ► -�--- �-i �- �-i=--�--i--�--�--I �-! -- - - _ I- . I 1- i I . ! _ ! I i I � I I I 1 ;�C -�-�... �-- -t- -f-- I I - -'--- , - - --t - --�-�--1- _.. I I I I +_ : ,. � -.. _ _-- - ,-- .-- - - _�_._ _�- ..�.__i-- ---I--�--.- _ I _ I I - - - �- - - f - -t -�-- --}-- - - i-- - - - - -1- --- 1 •, - --- } rt 11 i I I ! I I I } i I , I: : .i C —+ -- — I - --�- i i i ' I ' ---o- -� I I ! ; I ,- - --,� - - .11 �I' i I I I I ; i 1 -� - - - -- - - -- — - I I I I I ' - - - - -_ - F Q 1 ; i I I I �-- -- -� - 1 I 1 -T _ _ - -- - -- {-j- I - i _.I. I. ! I I L_1 -- - -�-1-- --�--- --F--I- 1 _ I_ - __ _ _ _ - - _ _ _ _ - ._ I I I I i - I { -! � I - _ - - _. -� ~ . _.. I rt- -- I I1 ��. _ T-- : . - t ; ! ! ! I j I P I i - -- , I 1 - - I � -- T t --I ,- - -- -� --I--- - - - - - -I-- - T-a- ---; -� - - -- �- -- - _ - - - -- -- - -- i ! I . - - i -- - T- - - - - - t 1 I i i 1 -- - ice' -, - + ( # r , +- -�- - I I I -t- - -i- ti 1 --� ! -- ' - ( --i - 1 i I , I I ! I I ' I i--- I I I 1 -'{_ -_- __L- �___. _..7,_ __ _ __ _ __ _ - _. _ -. _ ! j i i -- - �`�s t I I I I I I I ; ! T i , - - - I -- I ( I I >+,.; 1 - ( I 1 - - -- --I--- ---1 - - -1- }--�-- -- ( -�--I -- - - r- i I - - - -- . ! -- -- --l- -- f 4 i I - -� - - -- - t I ' �O 4 ! - i i ( I I I f It-- +- - - - -�- I I i i i� I i -F-I - ------ - -- • r , r tn. 1 - --� f--- -5 I- - --�. J_� -- --I I r + � � __: - ! , ,--? I i i I--- r I I I- _ ! ..r'._._:- - - :'..,.,z_.{.•'..--r 1° - --. _ - -_. _ � I { . I 63 -I T �_ --4-- _ - ' I I I I - - I }. -�°�L _ _!__ -.� M Y N k _ - I I ! - _ --7-. - I - - --- -- -- ; t I -- - A -i}- -�---c -} --_ -_ -._ ' I I 1 I I I I I I ' �� ! , _ i � -I. - I --i -- -! Ii { --. - - E i : y _ -f--I -'�� I --;—�- -- --I--�---t----�- I--! :_-�..._l _1. i- - r I I ! - � I 1 1 I I ! I 1 -1 ! ! ' _. t q " '�` 1 T I 1 ---+--I- I - I I - �- t- i t--I ;, I I I , y I. -i-- 1 ! t r 0 I i I �-1 I �-- � �' i } -s--t 1 - - - � 1 : . I - L ; _ _ , ,= ti � - - - -- -- - i I - --_ _ -�-- - _ _� , ._. _— ---�----L-- �rt ,-�- t �=1 I - r �- - r- -�- - - - + - I , t--� :- ' . -� ;- -__: 1 . - -- I ' i - i w - - -- '- --- i i i ! ! ! ! 1 I i i - _� I� ---;_L _�_s��- I- 7 ✓ 9 - 1 1- I 1 , - - I rt -? I fi fl y - - . - - �-I � .-�- - ! I I I I - 4- ---4:r- II 1 I/c�- 11 ', I' I _ w i I ! - t ' I -I- - 1- I I( 1 I I I - fi-1- I I ! I -_ - i - !- - - - - - - -t-� ._ _ 1 I -� -- -_�--1 _ .1 +--- - - - - 111 I I I : -1 I 11--i !1 -I-- p -�- -I---[---L--1-4- - -{ 1 I - - - t- - -�- - -r - I -# -- I- j - - I - - t - - - - --r- ,0 1 i I - -i -� - _ I I - --t-i i- -1 I i - --- I I - --- _ i _ I - - - -� - - 1 It I----- b i _� __ - - I - - - - - - --�- }- -- -- i !-� 1 1 - -- - - -- - I _ -I I I I i ,-fl-l-t.---.1 - - -- - - I f� I l - - - i - I I I- -- - t 1 ' ----r— I I I I I - -� - - I i . I I . ` - - I ! ! I j 4-1 t- - -- - - - - - -- -{� I � I , - -- -'- i - - -- _ -I -, T I i -�--1- I - _i- --i-�--1 -�- l- - - - _ -- -- -- - - -1,=1 -r �! ;7: =rt f - t.4 � - - -•- - -- i r - -f- -- P _ _ I I I I ,. „ c - - -- ' - - -- -- I I 1 ! ! 1 i I i I I i i ; + - - ----.---J----- - l_ _ _. _. . ,✓._.-L � 1-_.1.._ i I I i i f I ! I I i ! I i I ! --I ._ __ -�- _-- I- ---` -- - - I - ! ' �. I l i : I I i I I I I I ( I 1 ! I I ! I I I I f i I I t I ! I i I 1 I I I I ! ! ; • is , I i ` !°'' I E i - . - -i : i I 1 30 20 10 0 10 20 30 4, ---- ---�- 30 20 i 0 , .1. -- ------------- -- ----- ------------ --------- -.--- --- --- ------- ------ ..z�,. :� : ~ T�o ` 1 .� ---,--4 I I CROSS SECTIONS I � I f- lip, � 19 LINE PR-2 I DEPARTMENT 0 & A� � � ° � ' $ � 1 Butler Faisman 3eufett - '=v O 1 V 1 L e N 4!N !R a -- - - -___-- --_ --_ _ -_- ._-__-__ __-.._._ _ -__ _ __..._ _ --V_`_ Headquarters Branch Locations - - =J •� K. MUELLNER T• J. THURMAN �j I 8450 wESTFIELD BLVD., suiTE 300 BLLIFETON 260-824-5720 FDESIGNED: DRAWL. _ - _ lt�IANAPOLiS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 -- --- - - �1 r`e ( � -. � -1 I A �, — i TEL 317-713-4615 LAFAYETTE 765-423-5602 C R _ s,.-#: a I_s 3� _ x a_: - I � FAX 317-713-4616 AIERRILLViL1E 219-769-2333 C HECKED: _J THURMAN CHECKED: K MUELLNER --- J, ' wMw.BFSEngr.com PLAINFIELD 317-839-32421 - -- _ --- --- -- - -.. >za T ILL CROSS SECTIONS _ CUT I F1 l—L SCALE: 1"=5' CUT It F 1 LL 30 20 10 0 10 20 30 30 20 10 0 10 20 .50 4T I ! ( ( TT 1 d I — — — — I ' I — — - ` -- i _t— I r � , I I i- -- 1 I 1 I - i IT — — — — -- — — — — — -- — —— — ( —I or ` I I. - -- —r--h ---- -- -_ t — — — — —{ — — — — — — — — — — — — --- — 1 I I I I I I - : � I f I I { i - t __ I t F ..•i' * ! I:_+__ __r__w r I I - - —T—: I o ( i � I i -- I + I 1 I � I � I I ' ! I ---- i _— _ , 1 � - — _ --i-- — _ - ---1-- - --- - - i� -,-- I- L I I I 1 I I I I I -I ► I � � I I I �T i� I ! I I 1 I } I t I i I I` : e I : I I : I I -I � ---I— - -- � I I i I I � , ! I I 1 ! I I� —•� I I : I ' I '�•- I i � i ' ' I —'a-- --I-=�.. I - ! �r I i �—t_�—� �\i—j II-+ �I i I Ly >� r f I ' � i , r I I � I �° - - --_ __�_��-L'- -�— '• , 1 -, 1 ' k-_�� I __�—}--I- - - _. - ' _' - - - - - - __. -. ___ -_ I _ I I I I ! (_ I i _Z_ i ' I _. I I ! -. _. _.I.. I. i I ' _ I I I I I ! I : I -}.- � f-_ '� r-- 1 I �--t- I I I —j-.•- -�- ; --�--,— I � —l-_ T-_�_ r_.i- — 1__--- _ _ _ _ _ - _ __ ,- . -, __ _ I : I I t I } - - — — f I ' , r__ I ! I II p Q n I I j I1 I o, I 1 - L I , I } !i! _ I I, `)I I s 1 !i fA , 4 , f i ' , , I I I I I I I v , _ ---�— - -- !— �— 4—I —�—� — — — — — — �— — — —— — — ; —— - --'— — — — — — — -- -- I i t TI 77ff '1{— L jJ 111 T 1 -- - T-F! 1 I iii `.{ 10 0 10 20 30 30 20 11 CROSS SECTIONS M`IANA - r4 IT ft LINE PR-2 i OF; ` 4�AN S-'! � -f- � -� � •E ��, ? ' _- I B,� F.ians� s I _. -, _- - - - --- - I W nova � a��waal.sv��aas Headquarters Branch Locations r r . - - 8450 WES-MELD BLVD., SUrE 300 BLUFFTON 260-824-5720 DESIGNED: K. MUELLI�ER DRAWN: J. TH_URMAN = -- - - - - INDIANAPOLIS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 - - - -- — I 0 TEL 317-713-4615 LAFAYETTE 765-423-5602 - FAX 317-713-4616 MERRILLVILLE 219-769-2333 CHECKED: J THURMAN CHECKED: K MUELLNER C _- — WWW.BFSEn r.com PLAINFIELD 317-839-3242 CROSS SECTIONS CUT F I LL SCALE: 1"-5' CUT F{ L L 150 ZU '30 20 Q 144 -J- JL- I I , - I I I - - i r i i i I I I I - ti _ I 1 I I I I I ! I Fid _ 1- _ r 4 tJ Ft L - �r --I---I-- I I �- - -- - -- -- - - -- - - -- -- - - -- - - - -- 1 ! I 1 { � l 1 , l--t-- - - - - - I -,— - - I }_.--- I I I I I i+ T(ji 1 i 1 i { � I I ( _ 1 -� � I ( i � - - _ I � �- i �T--i I �---�—f--•—I---i--1-j I I_-1_ � � _L l I L 4-r- 14 ' L _ �! �f • 1 1 i — - - - - - - - ' - -L--— -i- - - - - - : g � i I I ( + � � ! � I i i � i � { , �j�'�► - I I i I _ _ I I I � I � � i i I I I f _ I Y I I p I I I I I ! 1 I s S I I I i : ' Y t i I I s t I I i ' ' --�- '--- - -- -- -- - - - - I - - �. - - - 1-- - } , i t i I I I 1 I I r L I i_ s r . 1 4 t fs If i h T ,�°3! � i I i 1 � � I I �--` � � �Z 1 i✓�T � i. � � I � � -I I i - I I i � � � � � � '�. i L— . I f i i l l •_ i i I I : � ! ! _ �- i - I I i ) I i � I I r I I I I i i T 1 r I - - f -- — — —r— -- - 1 -_ I _.7 ' — - { L T� i I I 1 1 F j 2 w - _ i 1 � _- _ - -�— ,- -- , I —* I I - I I�—` I i I I ; � � ► � � � � ' -�L- -J - - - - -- - - - - - -- - - �— -- -- - -- ' { � I '' i I , 1 , ' � I f : L I i — y _ 1— -- - - - , 1 ! i I I I I i EPi I ! { I _ r , � s I �. I t r I : I ; ; -r , yam- � B . T ! .� = i n I — .�„ T I I ' -- s I , I i TI y : I I f I i _ - - -- 1 J 30 20 10 0 10 20 30 30 20 10 ,_, { �I Q v • `L/ �l��jJ tii' DJ Li i Y `s' i 1 i,_.s I �.. _ '' __ _ _. _- _— —.-._ .✓ B Flaizms�a seusart y, » » I DEPARTMENT a L i Headquarters Branch Locations K. MUFLLNER J. THURMAlV 8450 WESTnELD BLVD., SUITE 300 BLUFFTON 260-824-572o DESIGNED: DRAWN: N: _ - INDIANAPOl1S, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 - - - j y � v' F f j I TEL 317-713-4615 LAFAYETf;= 765-423-5602 C P S FAX 317-713-4616 MERRILLVILLE 219-769-2333 CHECKED: J THURMAN CHECKED: K MUELLNER � r www.BFS&.gr.com PLAINnELD 317-839-3242 , I r - CROSS SECTIONS CUT � F-1 ILL SCALE: 1"-=5' CUT �I � 30 20 10 0 10 20 30 30 20 10 0 10 20 .3v -�- }-- i}- - - �- - - - I I - - - - - - - -- - I- --}--±--1- - --�--- -- Jr- -7 , I i I j� I I T�- ' } _ I ! I N i h��+��©�*h�C�'�3'�.i•.1�l I.I._-�¢--_—�-1 I_--------�-��°----_—�-�_.�.-�E�L 4�¢�——-.—�..��--�la I;I—__---��—----,---T.--�1 i�I I I I I,I f!;---�—,-----.--�.-}j�'I 1!''I E I 1#�I —_,--�i 1I�1��Ij f�e r.-.�---.---..-�_�!�4 L,I I I,•i III,I II: __------`I�I I I I!I 1-I�I i I—-----�-I•��i I I•1i�I I ----+---}!I I'LI I!;'I I•I•i'I------_---�t ai,I}i��!d t•-------r'I�i I I I E----�—T�I I!I f I�-------,T`i,L i,!I I I I----�-��I!I I I i I—�-�I Lr i�-- I I-I I -----��_�� '--- _ �I,,i I I a I -__-— f I I I 'I I —,--�—i J i---------- t — r—T7__I —T—t— —{ t .-------- j}+I ---- �I II!I } tAL—F It Of :t -- �J. 1 717 N - �. -! 1._ v/. It I — o I __ f _ 1 I I lb --- 1- I- - - t ?' vx FT- 30 20 0 0 10 20 30 30 20 JA Butler CROSS SECTIONS r LINE "PR-2" ! DEPARTMENT OF R-, _—_------._-- —----•.I-—+',i I�f i t t II —— —.— –p- .--— .—+�— -r- !rl l I'i I'i L!i -- — � - ---_- ---_- --- -- — — � I j s I I I�I,!I i I I Headquarters Branch Locations T r r 8450 WESTFIELD BLVD., SUITE 300 BLUFFTON 260-824-5720 IDESIGItiED: K. MUELLNER DRAWN: J. I'HURMAI INDIANAPOLIS, IN. 46240-8302 JEFFERSONVILIE 812-285-0590 -- -- -- �I `1 _iF ( CROSS �� ---- TEL 317-713-4615 LAIFAYETTE 765-423-5602 �� -� � � �- a `• FAX 317-713-4616 MERRILLVILLE 219-769-2333 J THURMAN K MUELLNER I — ✓: CHECKED: _ CHECKED: -— — — I www.BFSEngr.com PUdNFIELD 317-839-3242 CROSS SECTIONS CUT It F1 LL SCALE_ 1"=5' CUT F 1 L A__ 30 20 10 0 10 20 30 30 20 i0 0 10 20 �q`�o O�,Q v:v.�'C�y�O c��o V J-•.,�f��"---��+ ��'l i I j I(I I I,I'(I r I i Ii--C---�-��I 1 i,I I'I i(I I�---_-----_�----��-,I'Ir t I!I I�i i I I I I I I-- ��I t!,(1 t,—---��+�i�I I,I t'I I i I!!-'---��!j,!,I;t I'i!I 7 I I i`•I--�-��r'I I I I t!I i I I I,i --��I I�I;!!I`L,1 i i I t I �I'�I-- • ,I► -_i -�I-'�_-_1 r I-�-�,i I,i---��I---�I I I I --i,I I I I I - -1'I- I--I I I I�I-�I,I _ - }I---�I!i I----_ —�!I'-- —�I I,I'--!I�---I-�I I---j- I I- !- -I-- I ---ri I I i----- I i-Ov--I II'I--I I I-T I I r - I ii !I_ ,i I I--�I I I----i I I I I--- I i I _ I I !I I I--I t I(i I'I ---1 1-T I r I I I I,I I I�I I I I I 1�!'I �---_��--�--��,i,!I!i L I►,;I I I!'(;; , i_i I i I,j:I I i II 1 I --- i I --_--- -- --��+T:•j1 i.I I1 --_ ----!_--fi i j;I---_-I•jI 1 1�-----�----44--1_4 _ -__ -4 � 4- JOV I i� 1 L L 1 It TT + 4-4— -4- C 4 Y 1 L - 7 I rz OZ — - I I ---T VX Ilb -IT+H 30 20 10 0 10 20 30 30 20 10 CROSS SECTIONS INDIANA dt LINE "PR-2 " DEPARTM ; L L _ r r- r -_•-- -� I, --��-._.�It I•;!i' --_---- �5�i_:I I i I i I1 I I I i',I I�:I I --- - -- -d_------- ,I y- - -6--,— --� .am.- - Y - -A- t':T,>,I!i'i I i I I ri I , - a. -�----- —_---� --- - _— �- - - �i I I I I;I - I (Headquarters Branch Locutions 8450 wESiFElD BLVD., sulrE 300 BLuTON 260-824-5720 DESIGNED: _K. MUE—LL_NER�D AV AWN: J. THUR—MAN F - -- - - 1►,DIANAPOLtS, IN, 46240-8302 JEFFERSONVILLE 812-285-0590 4'c�� ' TEL 317-713-4615 LAFAYETTE 765-423-5602 FAX 317-713-4616 MERRILLVIL E 219-769-2333 CHECKED: J THURMAN CHECKED: K MUELLNER J www.BFSEngr.com PLAINFIELD 317-639-3242 — -- �a CROSS SECTIONS CUT FI LL Fl LL SCALE: - CU o r- I 30 20 0 -�.�_- i a - �0 30 _ — - - -- , 10 - - - - �- - L I 1 T I 30 20 10 -7- - - : TFT -�- I I : --1- fi j- I I I I _ __ : i 1 I a - -- I - _ ' I e --1-- - ---I i I --�-- � I _ _ ___ __ _ I� • ,_. • , t I I ,I ,f -- -{ r I j I I I �`-j .� I , �; –�- -- -- I - --' -- - I I i I _ -- — -- - -- I I �� C 7 V� � -! I I I � I i ! yl IF -�__ I -+ i I I L. , T ! y 1 I- - ---'� ---Y— ---- - —_ II I r i ! I I � i ,�..�_r� �- +.--'�"_i"`-.-t- I � �_ I- ' —�"— � � — I j � I i I I I i -- ---' ! -t-�•--t. i . � I �.�-�--L... --.I- _ -_ 'i-_ --�- , � I , --Y- � ! : -- I �� 1 I i � 1 i j I I �_ w� _ __.- �... _ __. - .. - �'•��_•I �/ _ : � --�'- -_ I —i--I — O --,— —+—;— --, — �— I — I I — —; — NN I 1 1 I I I 1 I f I ' I T- 4-- - - - i - - , � I : {--I— t I — v, -1 I 7-1--- - _ ! - I 1 I I r , : r I ' _ ---f I -- i ! r- - — I ► - - -�-4--}-- - - - - -- - -- - - - - - — rt— 1 ; t --1—r— -, — I --�— —17 ---� : I 1-- - I � , I s ' ! — '��'� i i i i _. 1 gyp• � I , — —t-- -�-- 1 - � I - - - I � I I 1 I I � r _ - I 4_1 --14 --- - - - +- I - _ I I I I J I I 1 I : C1 •... �� 1 _ � _ I i, _ _ � ,fit— _ f _ r �3 I 1 - - - I_�J- - etl I 10 ` t 1 20 ( i I ► 1 I 1 1 20 30 10 0 30 - - ----- - ---- - ----- ----- ---- --- S - .-J CROSS SECTION _ - �-------------- I "PR-2 - - -- - -- � IMPARTMENT DI� � #�� _ _ , ___ -- - - - - --- -- - - _ �; B� Flairmssn �e�ssesrc - = - --- i Branch Locations 1GNED: K. MUELLNER DRAWN: J. 1HUR�1Ard ( ►r I ? ' x _a: - Headquarters DES-- -- -- -- �✓R � 250-824-5720 ~-x 8450 WESTFIELD BLVD., SUITE 300 BLUFFTON - - e..� __.e ..� ! JEFFERSONVILLE 812-285-0590 - I I IPIDIANAPOLIS, IN. 46240-8302 - ►AFAYEfTE 765-423-5602 K MUELLNER — TEL 317-713-4615 J THURMAN CHECKED: - J MERRILLVILLE 219-769-2-- CHECKED: _ - I FAX 317-713-4616 — _ I ww�r.BFSEn4r.com ---- - - - --�— -- ---J�-------------- ---------- - ,, PLAINFIELD 317-839-3242 (ID'ROSS SECTIONS CUT It F ! LL SCALE: 1"=5' CUT F ! I- L 30 20 10 0 10 20 30 30 2D -?0 10 0 i 0 .............. p 7IN _1 T -4 -4- I_J u --- L -44-4 4- -F 14- I I t 11 f 4- —4 — 41 L v(_ 4 L 7774 j f I t I --T 0077 j 4 ? :r Ii _L 4-- ul A f, 4- T T_ TL L f r--- Tf — 7 00., L _T 4 I t I I t 7-A T7 t _T 41 1 -T--7 1A !)RAWIN(3f)9 Eb t V-7 -4 30 20 10 0 1 D 20 30 30 20 D -T � L CROSS SECTIONS D -T rn r�n LINE "PR- 2 's & "PR-2A99 P 0 Bmnah LAcubL= T),U Q T I �-P TNT) Mk-V 06W lvaarlah ajoul SUE MIFF I u 1M 317-713-4315 LArAWM 735-413-SM C T lI� FM 317-715-Mis wousimul 2w-7x,-= E 11�'F D T f I NIA N TH E KE_rD E i E P., Paw MAWM 3i7-d3rv-XM2 REV. 5127111.- New t Allonrnent & 9/.d Otys CROSS SECTIONS cu 'T F1 LL SCALE: 1"=5' CUT F 1- t q1_ 20 10 a 10 20 30 30, 20 1 0 10 20 4 4- 71 1 t t i J_ Jr I 1 L ------ t__ T i L -4-41 T A --A 4 L T g05 0 1 t �A f 4 -4- -F f t _T ---------- T I L 1 1 T _T L -4 I -141 00 2 T i t I ----------- __T f T T-T __F 2 0 10 20 30 30 2 D 0 CROSS SECTIONS A DEPARTMEN'l, OF "I LINE 90PR-2A91l T_ 4) t T �-4 OM NEWMA 8LVD, SM JW 31FFM M-�� D D EA WN r,T i R N1 AN' NOMKVDM K 43240-%%W JUTEROMAU 011-205--am S E T I S- 1& 317-71&615 CROSrz) u VAI U*XVUE 735-423-SM M 317-71&-MIS WeamMu rn-m-= i T-,',,i RM A N 11 E L, 8FMWam PW*'M 3'P-dX-ZM2 AiREV. 5121-11711: New C AlIgnment & VIrt Otys CROSS SECTIONS CUT SCALE: 1"=10' Fl LL �Q o�ivC♦cQ'.v�(�--�`-,.-_.-I-.�I,_-_-I t I I-I I—F_'(--i I I—I�i(!;�I+----i t-I_t�I i I i!-I-�'��I�-I--�----_--�I I-I•�--_-+-1-I_-,-.--�-.�___I I I-_; -i-, ---I---}}--�-rI!--- I I*��-- _ -1I 0 t 2-I 0— -3I(r 0.-_- -4-I��0 r-- 5I—i-0- 6 F-0 I- I- �---->7 0_---�__-i-I�—I.l{-�I_��--_:-I�I.i--I•I--,I-!I�I--�._ _8I I i +0 �-----9 0,--i--- 1-�0 C - Yhj I I _ -' I T + -E—I-_- I-. --- T'� — b0 0 40 30 20 10 0 20 110 100 90 so 70 -I 140 0 160 150 - t i ! }— I -L-� I f_+ - _r___ - } II F- - - 4-- - - 1 - -- IN t 1- ` -_- I.- -- r I -T I -�' I -.-- _-- I- - _ I-_ LTt -I- -_� .. `_.- IL - - '. - t -v cIl�.I:�F-_r-•.--!—_-_-__III'--_-_-�,f------r I ��r-_;_i-��--f : ! -_I��, �I!�- T _ T — -- �- F_ 1 =Lt40 50 T 1 0 L I 30 20 10 20 30 ;41l 1.5? 120 100 90 80 70 60 50 40 v CROSS SECTIONS 1_ Ii I I: r NI D+ I N I A - (--, �--- 1 1 -- t I , ' r- _-I - - - : _ --- - __-- - .------ _.4�-�4 LL ButLe Branch Locations ons L. OSDORNE I T-T 47 T t t 4'4- t l J LL' Headquarters DESIGNED: _h. JLLNER DRAWN:BLUFFTON 8450 WESTFIELO BLVD., SUITE 300 260-824 5720 SEC ' INDIANOUS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 n TEL 397-713-4615 CROSS FAX 317-713-4616 MERRILLVLLE 219-769-2333 CHECKED: !I, —�I www.BFSEngr.com PLAINFIELD 317-839-3241 CROSS SECTIONS CUT SCALE: 1"=10' F1 LL �0 30 40 50 60 70 - - - -- �--, ! 90 8^v 70 60 50 4v^ 30 20 10 0 10 -,--r- ---- --i- - _-.- - -I - I 1- + I i . L I I I I rl I j( - --r +- I 130 120 110 100 -I--7 I I I I I j I I i _ i I _. I I ,0 1aV 160 I { ! I I ._I -- .--I --l l- _I - --- - - -- - - - - _ ! I i 1 ! I i I I I I I I --'- - I I - - - - - -- -�- ---� -�-- - -L I ! _I--� -j---� -1--1--I--1 -1- L L - - - I. J I - -- --- - - - I - - - -- - - -- - - - - - - r I {. , _ -- -- - r ( — I — — _ — — — — — — — I ' i 1 1 I I _ � - - -fi _ -- T i _ I _ -- --t I � - - - - _ _ , I 1 - - - -�- T j -1 � r — I }� . . IT �- , �- '- -- - I I - - -E - - I I-- -- ! - - - - +- _ ! I +-�- ! -- -- 1----.--------4 -— ————— I :I ---r I _ -. --_- - __ 1.-.. I_. _ _r- r-'+11 +! I -r-�-- i i - - - I I I ' -f-- _ ----- I ' 1 , I I I i- 11 I [ I I-- + - - + - - I -I - - - - r - -- - —I --i } + �. �._ -- �----� 1 i -! �- I I _ -- — —I — —rt - _ — — --� -� —� —� -- rt— — — - - 4 , - -- - I - - - - --!- -- -'- - - --- - - -- - -� -- -- + - 1 - -� t- 1 : i__'Ti � — - ! I -� I - - i �- - -I --t-- -� - - --i------� +-t- -�- ! - --L- r -; -L; �- I 1 1 l... - I I I r - : I , i � I �T �.___r- I I 't __' - _ _ I- -!___-I- I_ _-4—:r I-- - - I , - - -�- ' - -�-�- - 1 -r- C rt r J_i _ --} i I-:� _rj_ - . I I I .� .- T . � � I--- I --F��, T 1 I I i _ t- I - - � + 1 -4--( -- -�- -- - - --- - --Ir -1 --� -a - - ; - - - - --- - - -- -- - - - - - - - - ! i - - - -- - - -- - t I�-- I - - - i I I - r 'I�yI I I , -� 1 -,--+�- -� - , __-�--! +-- !- -_i - 'r--!--- - - i --+-- --I----- --I I F 11 I , !-- _ - - i I i I i - - I i -- - -- - ------ -±---- --4-- -- -------- T _ _ I - _ - _, �I I - - - -- -+ j _ - - - I - -- i - - - - I -- -- --I -'- I ! _ —+— — — — _ — — — — — — — �- I�- 1 I I � ! — — -- I 1 —— I ,-1 -i�- rt _ ' -._ I I I � I i i - --- I - i --'- I _!_ _I 1 _ _ �- ------�-.- -r _ - - - - -- I - -- -- -- - -- - - -- 1--f - - - ( - - � - I I I 1 L - �_ -_Y I - _ - _,- r _ - __+-_ , __ `--L- _ -_ -. - _-_ _ - -r-{- r I _ - _. 1 __' _.L. 111 � t I 1 I I --- - - --I- I I ! I I I I I ! _y-� I - I -- - - - - - - t I _ _ I -- - - - - - - - -I - - - - - - - . --I - --I i---- t - - I - - - - -�- --F-- -�-- - - i- ' -'t" -�- I I I - I i --t _ _ - - ! j ' --I__ - _`-_ 1- -- --r- --- I- j -� { L , — — �--{ — , I I I — — — -- — — — — — — -- — I — — -- — —� -- — — a —� — —, — — 7 -- , ! - - -- - - - - - - - - - I i I �- - t I - - -.---- 4 1 - _ -- � I I I I _ �� l ! I ! I - -a -� -�- __ I - �l- + I -- - - , I I _ ---- — - - - - -- -- --- I - --r--i- ' - t j r i I - --, ! T--I I--- { ---� 1 I I I I ? ---i I - - I mo- 1 , + -a-- .- -I--I-- I ; I I - - _ -- - -a-- I - - --I - - �_ _ .. i;-- -- - - r ---} - T -" r I ! i i _ - - �- -- t _� T - I _ - - - - - - - - - I _ _-�- � I--- -�---� I - I 1 -I I I a '_ I I _� - - - --r .- - - , ' , I - - - - _.- _ - i I I - ---I----'L-.-1 -r--! �_ -I j � -- ,- i __T -I-- I I I ! �. t i II II I I I _ - I __._____ ___,j1-_ i___ ___ ___..L____L .-- _.____. ___I-._. "_-_..._ - _r_._._!_-}._---�_ _ �- I I _ ! I i ; ! - -+ + - - -- �-- - - - ---1---�--- - - - ---- - I i . , ! _ j , f I ice- - I T I ! i i I I _ -- - ._��T, , I I I I 1 i I I I i i I I i _ - �__i --1-- -- ( I r r j I ! — -- --� - -- I ; I i ! ! I I I I I ! 1 i ! i I - ---!-- -- -I- - - - -- --- --! - -+-- - -+ , - - I I I I -�-- - I - - -� r - -}- -� 1 t t r r-j 1 -� - --- - - _ .-H" d - -- -�- -� �-�I I t 1 I ! I ( T _t-- _-: ! - - - - - - --4- - - ' -��, 1 i�! ! I ! i ' 1 I i ! _1 _ - _ .--4T-�-- i , ! ! ,�. 1 i I - - I i I _ I _ I I - I '--1 - -- ---�--�---i. -'--- }- '-.__1. - - - i-+ ---`-- --- I-'- I �.r �. -' I . -__- t. ! i l ! I ! rt- - t 1 ! - - , �--a- , -- - - _-- - - -- - - - - - - ' . . (� ( i _ I I i I _ I - - ( ! !__� I --l�-�-I- I -' -- --1 - - - - - f- , -- - - -- �- t 1 t i- is - --- - j� ! I I I I ! ! __ - - - - - -` 1 _ - - - - -' - ----I- -{---1-- - �x i I I I I I - -a - -- ----i--�-r-- - r-+ - --• -I -1 r-- -� - _ I - I j I ! _ _ - - - -I- ! j I I ( I I I -- - - I - - - - - - - �` r I - -- - 1 L i I ± �__ I a --'-- - -- - : Q - - - -�- i ' - i L -+ — I I I ! f !--i---4 ! , I R} , I ; ! ! ! I ! ! I I I I I -t-1-rt- --! -!- - � !--1 - - - - I ' - � - -1 i I I , : L I i I IT --- _i - - --- i. .' I - - ; -� ! I I I ! I - -. J I I ---I rt + , - -- 1 - -1 -` I I ! f ! I ; I I i ; � ! - - i I I I I i � I I - ! --1 -- -�- -- - _ ! _ - -- _ - . i t- • �1! I - t---f--- --4-- ! I I I ; - - :- - F ----. -1 I I I 1 I I ! ! ,� T I i i I I I I 1 i - - I ! ! i I s 1 ! I I - I ! ! I __ j � I� I , I � I , I I I I - ( I - ' - - - - , ! 1 ! - �_ -( - - - - I _ _ -I- - - --- - -- ---r - - t- t F._�--� .__-..<-.-.•-- -_--_.- ----7 _--"_"-7- T : 'I ` t _. , - - I ! I I i 1 _ -. - - -__--- -- : I - 1 I I I - - -�- - - ! i 1 I 1 1 I i I _ -- - I I -� { I { I I ! i I ( ! _ I _ - a - - - - - - I - -'- I - - - - - f - -i -- - - - --- ' I I ! ! : I --- --,— -� - - —- �- 1--.- -- - - -� --r - _ I _ t fi -- -� T - y { T t f ! T ! 3 ! I I i I i I ' - - -- - I _I ; I ! I _ _ '-_1___' i I ' � ! ' - - -- '- - - - - S-__�---�_--_-__c--� , I 1 I t ! I _ _ - --- - z r 1 - l I j I !s1 j-- ! I . 1 I i I I -� ! ! 1-t- I - I I _ I I ;- ! - -i_ - - - - -- -i-- -- l-'�--- ' i !I , 1 ! I ' I I i j �. �. I -' Q -{- - ---7 - }�--i ! , i - -r-j-i ! 1 I I I - - I -- - 1 1 - -!-rt--� - f - --!--i--I -, , ; - _-- - - - - -- I I i T 1 { f y -� - I , I i I ! ! i - I I I - , ! ' ! --->-- : I I ' I �_ ' -- -+---r---1-- --!-- '- i -- --- r - - - - r-- -•I-- - - - - - - - I I I f ,i i T I I I I - - -�- - - - -- -�- -I 1 �_ T r - - - - - op I I }-7- ! t - - _ rt I -,_ - - - - -- -- -- -t— I ' —i--j- ! I ! ! l - _�- I - - 1 t L_ L_ ! i . , I i , ! L -{ I rt I I�:r O ! ! i I I r T I i I - I I I -� I I _I -1 -F---1 --I _ '_. _ I -I! - ,- - - I -- - i T+�( L - -I- - _-�T i I - I I I I I , i. i I I - I I �_ j `!_-1 _ s.- -_ _ _- _ - - -- -- --!---- ' ' -Y - - - - - I - I fi ---- - i �� ;- � - - -�_ ; -1 I T ! I I ! i I — — - �- 1 1 t --I I _ — - --I -- -- -- —— _ }- _ L-t ; ! I I 1 -� -�.- I - +- - -- 1 I I I I j I I ! -- - I - - ----I - _ - (- - - _ - - - I I I �-- -�-�-- t- -� -} --i- I --�- �- - --I- - --r -I - 1 T _ - ,-- L __ c I - -; - +- I I } -- L _ _ - � _ - - I - - -� j-�- -!- - _._ __ _-j 1 T I —� —�--+ — ---�-- ---1 ti I - " - Q, I I ' i v 1 _ — — I —I— — — — - — — -,— --=L :C I I I ! ! - 1 _ t -- --I ! ,- - t - - -T T-- 1 I 1 I i - - I __ - - - -- - - i. _ - I , ! ! i - - - I I -- -t _!_!�- 1 1 I -- T - - : - - -- _ _ -- I , '11- j fi - - �-f I - - -- ' -; - - - -- 1 -�-7- - C i I -- -- -I -I , L , I I I t - T i �—+ -+- —r -'-t--- }---r T ! L . C -- --- I _ - - -- - - - ! ! _ - - - - --- -� I i I +---_� r I ; ' ! I ' I I I i I ; { 1 i--}-� j I I - _ - - _ _ - -+-! _fi I I ! I I I I I _ i �I --a ; !-I -.�- - -- -- - I--1-- _( _ , - - _ I ff I I , -- -- 1 I 1 I 1 __ _ -- - .. I I - --_ --- _, - __ -- 1 1 I __ ---- - - -_,. -( -�- �- - -+ I - - - i _ - j-I + - I -11 i I �- i - - '- i �I �-- ' t - r ,. I I __ -+- - --t- 1 -i - r -, 1-- - _ __ -F _ 4 - - I I 1 _ - - � I --r--. _. -- I ! I i - t—:-�_.-J _ _-- -- - mss i _ I I I I 1 - -- - -t -f- ,- - ---- -- - - ,1-1 --- -� --i �- t--- - I I _ � I + � . — — -- — ! - - ! -- I --� _;- I I -- - - _-F-- - -- - - ; -- - --,-- -- - - - -T - - I -- - } - I I . T 1 -... , , I f t ------ -- -r- - ' I I ( , - I -1 I i - -- t--r- --1-�- i 1I : -Z i i -- I ' y1 i-. _ ' ' }-- I I i I , I I � ; - - I I- (--�- .I"'-1--�'_-'i.'-_.. _-i-+_ '_ . 1,_..�.._� - --j - - _ _ - .-- =�--- C _! --!-- ----I -.� -_! ' _ I -�---t--I -+-- - ,- ;-f -. - ! I i �' -1 i i j _ - -+-s { r r I - -- �� I I j I I I ! I ! - - - ' , - - j I _ - - - --:T! , I I I ! I �___ ! _ L _-i_!_L _ i - i _ - - -7I- I T i - i l--f- T--'�-t-- • I I .. .. . - I. t I : .. ( -" i i _ - --- - { I I - rt- , i ; - i-1- ! I _ 1 I t -, 9 r I r -t-T- T -- ! .- _ � - - _ - I 1 I , I E - - I I I I I . fi I i - - I I I I I I !I-} I -t d> ! ' I j I I ! I ! - I i ! ' !_- I_- I - 1 - - I I : I ' - -�---I --I----'---'----I---'--�- ---i-- -I-- I-- -I --- I -- - - -- - - --- - - - - I. 1 I I I ' i -I_ I-I I_ . -;�;_ t i I i -I _ - -- -- F T i I : �-1-i 1 ! c - _ - -- I I ! I . - I I ! i I I i I . I I I - 1 I � - I _L -- -1 >--I--' +- - { - -- ---- - -- -- - -- -- --T F I -t I I ! I i i I I , i I I --- - I- --- - - Q) I I , I I 1_ 1 i ! --', �- - -- - �- - �- - , - -- - - - �- 1- i-+-� -1--t ---� r- I- - - —� --r-- } `- -I i T- i t I - 1 1 __ j jt+( C -. - I I -: - ---i----t---'--t-j -{- --t J - r` - 1 1 I I - I - _ � ,_ t - 4 - '- _IF! I , l-_� F -T a _,-I I ,�- -- - -1-i --�-n. Q, , 1 ! I 1 I ' I 1 I ; _ I I I I I - 1 - 1 - - - - _ 1 � I : - - -- - - ,- r- _, , I ---+ - - _ _ _ ) , 1 ( - - -{-- ! I I - `.. t s 1.1.1' _„�;'��, . j 1° . I L{� I t- , -I - - - - - - -I- - -�- - - - - - - -- `— •� 1 - - I - It�` ?I ..i t + i �� -�-� _ I I - -- - i i r C, I l � 1 - _ ?0 20 30 40 50 6.Q ,.__.....,�,�,..�, .�..,W 1-;r, ,;" 160 ?50 140 13C 120 110 100 90 c�0 70 60 50 40 30 2C 10 0 ------ - ----- -- ---- ------ -- -,- ----- - -- -- - - ----- -- - - - - - - - -- - - - . - - -- CD `-_ — CROSS SECTIONS o a - s $ ,= , . : . ._ _ I4 /�!� ATE 1! A 1f II �3 ; 4 ---I .i �i' RA F" �Y!!r rid-_i t ; c r d\ 3 i1` p _ -, .1J.d .i.3.a s �- I LEN �-- _ _ . - - -- -_- -- ---_- - -- - - - Butler pi-r- seuserc I�-- -- -- ---- --- -- - i I ------ - - - --_ O I V 1 L i N co A I N S R t ---__ �_ __- _. -�r---- C Headquarters Branch Locations DESIGNED: K• MUELLNER DRAWN: L. QSBORNE I ' 8450 WESTFIELD BLVD.. SUITE 300 -� - � �R� a r 1� BLUFFTON 260-824-5720 _-- ----- CROSS ',� �, _A _ a_f -- - - I _ INDWrAPOLIS, IN. 46240-8302 JEFFERSONVILLE 812-285-0590 7 -_ u TEL 31;-7i3-4615 MERRILLVILLE 219-769-2333 FAX 317-713-4616 CHECKED: _- - _ CHECKED: - - -' - ,-.- _ ---I - ------------------- - --------------- ------- - _ FAX 31 SEngr.com PLAlNFlELD 317-839-3242 ----- : Y >,.�� :�. .._.>. ,_s,t:. - r:_ -,:,. - _ .. Gz CROSS SECTIONS CUT ScaLL:: 1'°=10' FI LL 30 12C 110 '00 90 80 70 50 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 C.01 !0 2! - _ '00 160 1�U 140 ' •� -I--7-`� �-- , -i_ i .�- f _ I— I I ✓—} ;-t -- -- - - - - - 1-- - 1—� - -- - l j i -I 1-- - - T;i#1-I I r----.---�__.1-�I 1 f-(i..I;iI 1 I-��I'-,--I-�_,�-I I,-FI I{--��—I I I 1 l�-1,I—I�—,---,-�}-I'+I—i�-I I-1 I I——,',+T.i!,I IjI�---!--�-i t!•�,!t-I—(--�--,��--!—�--!--_-,f-I-�_TI�;1�—�II-------I---�E I t�l'!'I 1---I-I I+I�-t II-I i- _i I r i—-..��,,►_'-I I��I'-�---��I 1 I i I--i�--��I-I t.�-_ �-----�-- -1I----I I I I--j I I--I t I-I i-----�+--�--? -----I — _---I-------- --- - r I --'�--�-,-- -t- ---J--� ----�- -_--i-rI I I r I r I r I- 4 - - --- I I I _ tit- — — -- ----1- -A - LL TT N i l ---- _ +I,- I i�- -----_--�,_ - -_I- -- -- ± I 1 -4t- 7-+ 1 - - j 1 � - 1 I - I L -4- l +T - I Qj II _ I -- ++,160 15n_ 140 30 ?00 90 80 70 60 50 40 30 20 0 0 1n 20 30 CROSS SECTIONS IN D_ ANAP _LINE T- 1 —AButler F tt _j — I_- ----=-_--1 i� � !-I- - I� J-� II T- I s I- - - {- _-. 1 - � I I E Headquarters Branch Locations DESIGNED- K. DRAWN: _ -- I -{ -, -y 845o wES>FIELn BLVD., surrE 300 - 8450 APOTFI IN. 46240-8302 BLUFFTON 1 260-824-s72o K. biU�',LLNER ! 7 L. OSBORNB TEL 317-713-4615 JEFFERSONVILLE 812-285-0590 l ` y ERRILLVILLE 219-7fi9-2333 I FAX 317-713-4616 M CHECi�ED: - _ CHECKED: www.BFSEngr.com PWNFIELO 317-839-3242 I CROSS SECTIONS CUT SCALE: 'I"=10' 1- 1 LL 160 -150 140 130 120 110 100 90 80 70 50 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 1-i 160 r ( r I - -- - - -i- I I -� t� ( -- I - • -�-�+ _ ; - -4-- -- - - - - -- ----- -'- '-- 1- --- - - - - _ 1 i : I ' I : - - - - - I 1-T-4 1'+nrt��'rn Q�GQ�"�•,1_-'i�',t"•�!i L �+ �T--- _1 I�sI I`--..--_-_.�+I I r I eI r!I ms---T----I I�'I 1 fI+I i_(►�----_---—-J---_.—_-�-_-�---�1�+,I t(; -_- ��_i I.I I I-�;I f`I I II•-_I-_—_-----_-1 1 fi i-'(�,-I}r�r(f,,i-—'(--�------_--T�1#1�1 —.-I--------��---�I•�t-1I�(I-t,.--_-_�-�-�---�.-1 l I r,I I I I I I I—----�I i,��t-I(�,I I�---—�---�—�Fi�'}#,'i_--�--�-------!---_-T{I.i''ii'I I(rI,-I��--�-----T•�_�'-rt},+`��t�I-,1��I,,—I-- I-_---I-�-----T-I!!I I(I -t�I I---��J I I I-_�--�!----T- I__ �-----I----�----•� - T-- FT -L—_- -. ��i I i Ij I I�,i j-I i I I_!I-I----_-__-_�—:�1�I I.I�1�L!,'•I i i; �-i I I• - I•i i Ar ol -- ----- - Tt -� '�-_�•-I!— -i –--_-r�- ------ I - ---i_- -.--- ------.-T�-,- r�I .j ool- 1 -- " Tt t O T wo T : L -- - J--, -j- A,r --- {--'L I I —44 717 -1. 160 150 140 130 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 B0 0 - (I ! I -1- ----- —_-- — � 6'. — .- _ a I 0 f±H CROSS SECTIONS INDIJA s_ T-LINE "T - 1 —A" DEPARTMENT Off Tf Buticke Saufert H r —TT L LJ :4. T-1 14-, —} I!II _-- T Headquarters Branch Locations a K. MUELLNER L. OSBORNE I 8450 WESTf1ELD BLVD., SUITE 300 IDESIG11\4ED: DRAWN:INDIANAPOLIS, IN. 46240-8302 BLUFFTON 260-824-5720 -- - CROSS; JEFFERSONVILLE 812-285-0590 -- - TEL 317-713-4615 � -. ---------' ----- - - - - - _ - ---- - -- rFrwa 81f7Er 9�rn4sls PI�AINFIEID 217-A&9-3242 CH 1 - CHECKED: ----- _;! ECKFD CROSS SECTIONS CUT SCALE: 1 I'=10' F( LL rr 160 1`i0 140 130 120 1 1 0 100 90 80 70 60 50 40 30 2U 10 C 10 20 30 4-0 50 00 70 80 °0 1!'0 - u 60 ! i T T----D - T - -- T 1 I -- - - - - - - -- i - i- --I-- -- - - --1 - - - +-- -1 ! t - _ _ - - - - -- -,l-- 1 f . I-t�- I I i I I - F I_ I - _ -I - - �- -� - - I {- - I - - -�-1 - - -, I _ _ - I -- -1---' - - -->-- -� ----+-- -- -- -- i - - �-- --i- __ I_� - - 1 I 1 1 1 { ! I : --- - - ` -t I I I I - I L - I - - -- - I _ { { I { I ; I i- L { I I I- ii III! , f - I - t I I- - } - t- - t-- - - . _. f--- rI j I I i 11 . I . I I ---- I I -�+I - . - - I _ _ _ - � - r t - - - I , - - -- I - - -I- -� --- - 1-- -+---i---� - - -+---, -�---I 1 - - ±-- - I -� I t I I I 1 I I I i I I I-77--4-4 - i i -I i 1 I 1 -'-T--' I I tl i :t--- I -L._ - ___ ' -I -- 1 I __- i ' J-1 t +- { I : I - - -}--�- - - -- - } -- - -1---t----i - I I r- r- - I,-- i � -I - t - j-- I- I # _ 4 1 I 11-- - --� �- I r I I , 1 �- I ----� I _ - -- - - - - - ! -� I �- I-+- --fi - f- - }-- i I---{ - t--I--- --j III _� - I- i - �- I -� I ;il I --�- - I i �_ ;-, - -� - 1- -- 1 -- - - - ' ! i , I 1 - -j- -It- I t I I 1 - 1 _ _ - ---- - + -- T--I - --r t i -I I _+ _ - - - ---- - --- --r-- - - -- - -+- - - - ! I - t- - --- : - -t--- -- 1 - - -- I I f ` ------- -r i -- - - - -�- + fi - -+- F--i--- T - - t - _ _ --�---- ---` -..J___i_. _.�- - -I I �- —�-- ! — i 1 — I t-- +— - — I — I I I I f I - �-. I : p !_ _ -F --- �_. t I I � - I T- 1 i--�--�- - I -1 - - - {-� r ��- I T-T � i f 1 1 1 :- - - - -----I- - - -- - - -�- -I-- -- -!- I- -t-- -I ] - ,-_ j , 1-I I - - - -�- -- }--- I I ' I -- t �� I I -- -- 1 - t - - - I I I - I I - - 1 - --- !- --� - -t---7- -�---t - - - - --;- --- -- - ---- - - + I fi I t- I I _ - - -�-- t--1--- ------k--I -.-- -� - ----r-t - , - - - - + - - - 1---.I-- tT I ` I : I I __._ _ - ._.'_ _ I_._ -'...._I. I_._ I --- i_ _.-I-._ ' -- --1-- I - i--- �� — - -- — I - r �- _i---I----_--�_J_-' j - - ' ' T I I I I I I I I , I I I I I 1 I I-L_L_ I _. L-j----��_-_ -.l-_l-_� _ :_I--1 -.I I i I i f i i j i 1 I I I. I , 1 . I I I ! ! I __l- -J --,-- _ _ - - - i I I - - -- 1_ -! --- 1 I _ __ _ __ _ i i I - .—.—. I I- 1 I I - j I I : I I 1 ' ! I — -- -- -I - - --L I t i Y- II I rT 11 -1- I - 4- - - - - - t }- I - I i i I I I 11 I I I �- _ ' �- I_ ; _ _�_i -_I I_ -T--- -�_ - - - I - _ - C-- I f I- �- -- t 1 -f + - - } 1 - -l ! I : 1 .t � ! - - - - - - I f - - -- - - I - -- -� 1�.-� I - I �I - - - - -- - - - I �- - I-- -- - - "- 1 --7 --t---I--- --! --�-------i---+--- --1--_.+----F-- --i- - _ r li -r---,- -r( - --j— --�-- - - - I - I I I I I a--j--' - _I I , 1 I I I I I - - - I - �I__ji- ��_� I _ 1- -1 + _' 1 _+ - _�1 � � i I i ---4---4 1 --I - - I I I I I I - I I � -r-- . I-� i - - -- - - �- - -�-- - - - a-- --� --L - .- �- - - I -- - -- -- - -' -- --- --- ' 1 - - I I i I I I, f I i - _ _ _ i I I} 1 I ; I - --- -- -- - - - - 1I I I I 1 I . : . i - 1-r 11 , -1 - - --- � � _ _1--tt I P I I 1` t - - - t - ! I I ! I I I ! I 1 I t ! ! ! - - -- - - --� -- - - -- " - --- --I--h-- -�- I !- i -; - - - tr. f ��"�� . i -- rt - - -- - - -- -- - - . - - - - - L -1-- -r- -- r-- �-- -- ! --_ « _ --- - ! I - -�- I .� I : I I ! I : I -- I .I--..IL- - � j I I -- I . --- --.-- 4-- - -- I - - . - � - i - - - I--- - -4--r-!- --f - .�____I_��. t_ -�--�- t- j-� (-�- �� -�- �- I I -- -- - - - - _. _. -- - -- I 1 I 1 I I 1 I I ! I- t --t-! -; - - I -I 4- I �� 1 1 _ �_ I �� 1 r I t\ Y-. 1, i-T --i'- �i 1 I I �-.�-. - ' - - ._ _ I , - -' I -- --t--- I---- --�---� � - ---- � --- -- --- -- --�t - -- --. - -- --- -- - , _... -j -- -- --- �_ I -' 1 _ -- - - l --- -- - - - - ' - - - - I ! I i I - - - 1- I r - - -- - -- _ --L- _ - 1-. - -T -r-r - - , C �-- i ' I i _�_-t 1 ' I I I I I --�-- I--- I -L--�--t- I- -,--_ __._; - ------ -- - - - -- -- - - -. __ _ _ .._. -_. - - -1 - �-!- 1 I I I I i rt t ; �i , , 1 I I i I t - - - . 1 -- --E -- --- - L 1 I 1 l j� - , , f- - t !- E F I - I I I -- r -_-,----- �_-__I _� - _I_- -.._ - _... - - - - -I 11- I _ `I j I L'JT ..1 ! ' I -- - - - - --i ! - �- 1 I ! i _ I I I ' 1- I i - I - I � I I ' I I - - -• ! -r I I 1 - -- - - ! = I -' - - i- +-- 1 --- -- '--- - --- - - _l �� I ! I I ' I I I'�) I ei i I j I I T�� ' i i -_ - - - - - 1 I Y- j I- (-�--} T--;- --+- +- I I r - 1� I lv-�)- I , _ _ _ _ _ + ! I ! I I I--i I - +-� i L I _ - - - I I 7 -- - - - - - - t -�- -- -1 - - - - �T I I I : ; -� I __ ! lq-"K-1- I �- I 1 , --- - -�- I�1 �t-1 ( _ �- r_ _ --- .- - - - - - _ _ 1 h - _ _ I - - - - I 7t-' I i I I --I- - - - ! I _ ._.. ._. e 1 L - - _ --i I- -t -�-1 i--�- - _i-,--� - - - - - - - - - ! 0 1 I - -- �- -i -1-I-- �-! -I ' ' - -- - - - - - - - -: . � I�- I I . I � I � I .Qlj -- --- ---t-T _ - - - ! I 1 - I - r, I- - - - , ----�,-4--J--1 1 ' I _ ..._ ._ - _ .-_. -- 1 , -�- - �_ : - I I I � . � I Q� I `- ' t. -I -- --- - --i- -' �- - ! j { I I i I j i I I { I i J i ; , - --! " . I j ! I . !-. i I . L I I _ L I -L L -I L L ! 1 1 1 1 I I I I I i I I ICI ! L . _ I I -- -- - -- -- -- - -.-- - -11 I +. I ! I , i , I I y , 1 I I i - T - - - - - - I I I I -1- �__ 1 ___l__ - - -f- -` - I 1 - - -- - - _ -_ - - -{ -- -_f N r - b } - --r- + �, -� _ I I 1 f I I 1 1 - --� t - -- - - `- - - - - -- - ---k- -] -� -�- -- �- '.-------------( - -_ - - - - - - -- -- - -- --� ---i- -- I --1 i I - - ! _ I I ! . -L , �- - --1-_ - - - -- - - - - - - - - ! i _ _ T I ! I I I i i I i ' 1 - , I I , I I I - i - - I �, , 1 t i I ' I - — I-- '�--I-- I+--1-- -- ---1---- -� f T- ---�'— - - -- - 5---- i __ Q) - I J---l -f----{-! - t--t- I I I -� -'- - -- - - - - - - - _.- - - -- - _ - - ---------'--'- -I L_ ' I I t l l I j I ! , _I� r I -� ---�- i -�-- I- ;� , I • i I I , + I - L--- .. .- I , 1 Ili _�- ' i ? { j- i i { I + - I - - -- - -I - ! ---' 1-__-4-._.i----I i - t_.{- - - -- _ --- --- --- - - - _ _ _ +, ---.! -1-_..� I ! t ' 1 i ! I I 1 I I I I ! i ! I - - ? r I I ' i r j -+ - -+- -1- --i-- 1- I- - --; -- —}I- it—- - I 1 I . -.T... I---i-_ --. —_ _I _ _ -- I 1 ! r j _ - - I I , I r . � i ! - - rn r . I i -T T I I t I I rt , �. - - - - - -- - . - I 1 I ! T i - -� - I +! 1 I I ; ! { . I 1 i I I 1 ; , I I I I I °t-T ;" E - -- -- --- - - - i t:' i ! _ I I I I } I I i , { ' I I i I _ - �-- - - + i--�- -i--r-- - +- }- -- - - " � --I 1--1 - i e---!__-�----i--- --!- -' ---*- �-��f-- - -,-1--�- -- , I i I � i � � I � I : : . - - I 1 1 I - - -- t ( I -� I 1 i I -- - -- - -- - ' - - - - - - - - �� ;'- t — I � , �. I i I 1- --1- . - _ _l I f 1 , I ! 1 , I ' , I ( - I ! —� t— i _�_--i--_`_.. —r..___i— -t i_ ! 1 1 i X,. I ._ - _ ..— — ! 1 I r ° _ T - ---�-.. —� --L— I I L... , - -I -I - 1 1 I I 1 _-' - ! —1 I __' ._ _'__,�_ 1 - __ _ -_�-_—.' __ - _. __ ._ _- - - -_. _ ` —=r ' V I j ( t-i- t-�_ I I I ' 1 I I 1 I I -t I T ! _�,__rt I I I --,- - - - - -- - - - - c I ! I I - �- -+ - - - -! -1--� -- - -- - - - -- _ _ - - - - - I - - - - . - - i- - - ( I I - I I - - i j I T -t- 1 - I I I ;- - I - ' � I �f - 1 CZ - -- ---- - - I I I I _ II - -t - i - - -✓- ---- 1 I I I --+ I I _ i ; - I ! ; I I I I I -- I 1 1 1 -+ I I - - I - - . - -. I i 1�b I -t I -- - - - I _ i �- - - --I- -1 - I t - - - - - - - -._ - - _.. I I l— -i __ -I ! I -! N� r -�- - -j- ! - -I I I I I -- }- �F - 1 o - - I I I u i I - - -- III 1! - -- --- - - - -- - if_ -- - -I- ,- 1 - I - - t-- I? I I I I ----- I 11 D4A I- f. .I -4I- -A-1 - '- Et t I I _ } �a'� Ott its �� b' .:� �' j i I { i I _ - - - - - - I r t" j... f - .�. ._rM�-T �, -- --- I- ---i"-- - - I- - - - i I I - -- - -, - - - - - �No ! f i -- - -- a }i rq- - - -�t - - -t r- 1 I I I 4 ! ..- - - - } 1 l-- t-j - --L - - - -1- I I . Q 1 ! �1�I ! 1 f I t i- I I I ' 1 1 160 150 140 130 120 110 100 90 80 70 6C 50 40 30 20 10 0 10 20 30 40 50 60 ?0 =' '`- - 60 r— ---- ----- ------- --------- --------- — -- --- -- --------------------- - --- - - - - -- - --- '-- - _ �2 , °� i '� CROSS SECTIONS (I I �. �. ` _ _ - 9i 9� �E �RTI�' IT �• '�T ,� � , 1 LINE T_ 1 -A kY ;-- .._� .' y.r _ .. . �-Butter F -- ---I-- ----- ---- ------- - ---.-_ _....-_ --- -- - __ _ _._ _ _. I _ _ _ - _ _ __J • i d 1 V/ L t N d 1 N li S R s I -- T— —_�I— — -- Ty ._ - - --___.._—___—_. __._- _.._- __-. -..-_-_- ----- __.--_.._ _ _ - _ I -.a - - _ _ - Iiea uorters Branch Locations DESIGNED: T DRAWN: , ` K. MUELLI�ER L. OSBORNE 4 !. 8450 WES1rIELD BLJD., SUITE 300 BLUFFTON 260-824-5720 - ( w C`t _ _ -- INDIANAPOLIS, IN. 46240-8302 JEFFERSONYLIF 812-285-0590 - - C a �� § _ ; rf:l TEL 317-713-4615 , ' MERRILLYil1E 219-769-2333 �+ - LTL� u - 1 FAX 317-713-4616 CIIE+.KED: C��.�C_.�.D: LMww.BFSEngr.com PWNFlELD 317-839-3242 I - 1 _ - ! _ ---- --- - - -- - - _ - --- ---------------- --------------- - - -_ j