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Springmill Road Road Work and Structure Replacement (2) UTILITIES GAS & ELECTRIC STREET DEPT. CONSTRUCTION PLANS FOR x x x x x x x x x x TELEPHONE x ROAD WORK AND STRUCTURE REP CEMENT ON SPRING MILL ROAD x x x x x x UNAMED TRIBUTARY OF WILLIAMS CREEK x x x CITY OF CARMEL, HAMILTON COUNTY , INDIANA CABLE TY X x x x x x x Tl 7N x x x x INDEX DESCRIPTION SHEET NO. WATER x 31 TITLE SHEET & INDEX X X TYPICAL CROSS SECTION DETAILS X X X W. 111TH. ST. MAINTENANCE OF TRAFFIC X X Q o r PLAN & PROFILES X SCALE: 1 "=1000' STORMWATER POLLUTION PREVENTION X CITY OF CARMEL z J � z � Z APPROACH TABLE X BEGIN PROJECT w STRUCTURE DATA TABLE X a TOWN COUNCIL STA. 15+00. 00 LINE �A � � � Z X PIPE MATERIALS SHEET CROSS SECTIONS X W. 106TH. ST. W. 106TH. ST. RICK SHARP NORTHWEST REGION z }J � W � Lo Z ERIC SEIDENSTICKER CENTRAL REGION LATITUDE N 390 56' 25" LONGITUDE W 860 09' 54" 0 CAROL SCHLEIF SOUTHWEST REGION _ O W. 103RD. ST. O z af END PROJECT SUE FINKAM NORTHWEST REGION STA. 23f 80. 00 LINE "A LUCI SNYDER SOUTHEAST REGION 6 RON CARTER COUNCIL•--AT-LARGE W. 96TH. ST. KEVIN RIDER COUNCIL-AT-LARGE R3E BOARD OF PUBLIC WORKS JAMES BRAINARD MAYOR LORI WATSON MEMBER INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2012 AND THE CITY OF CARMEL STANDARDS AND Engineering Inc. SPECIFICATIONS TO BE USED WITH THESE MARY ANN BURKE MEMBER 5925 LAKESIDE BLVD., INDIANAPOLIS, INDIANA PLANS. PH. (317) 290-9549 PLANS FIRST GROUP ENGR., INC. (317) 290-9549 PREPARED BY: ( f o ,�. PHONE NUMBER y SHEETS CERTIFIED BY: 1 Of I X DATE JOB NUMBER .1 X `� � M ,c,�p�2t�tr'/1vcT = �t,,, c�t�►�'�7' �t �t ��2 OBSTRUCTION FREE ZONE OBSTRUCTION FREE ZONE 6. 0' PL US USABLE SHOULDER LINE �A 6. 0' PL US USABLE SHOULDER (TYP.) (TYP.) VARIES 2. 0' VARIES 12. 0' TO 14.35' VARIES 12.0' TO 19. 67' 2. 0' VARIES SEE CROSS SECTION SHLDR. THRU LANE THRU LANE SHL DR. SEE CROSS SECT/ON 1. 0' 1. 0' I GRADE A S 2. D' I SHOWN ON o Typ PROFILE ' 0 v v A T 2 0� T A 2.07 2.60,71 A T 2.09 T A 26 Exist. Exist. 26 1 S 4 O� Ground Ground 4 1 OR S�TIONS EE C'Q�SS S�C1 E CRS i T , r E SUBGRADE TREATMENT, TYPE 1A TYPICAL SECTION STA. 15+00.00 LINE '*Am TO 20+7J.00 LINE "A'" LT. & RT. STA. 23+30.00 LINE "A" TO 23+80.00 LINE "A" LT. STA. 22+76.46 LINE "A" TO 23+80.00 LINE "A" RT. SCALE 1 "=J' OBSTRUCTION FREE ZONE OBSTRUCTION FREE ZONE 6. 0' PL US (USA BP SHOULDER LINE �A 6. 0' PL US USA BLE SHOULDER ) VARIES VARIES 2. 0' TO 6. 5' 12. 0' VARIES 12. 0' TO 12. 68' VARIES 2. 0' TO 6.5' VARIES SEE CROSS SECTION SHLDR. THRU LANE THRU LANE SHLDR. SEE CROSS SECT/ON 4.5' I 4.5' W-BEAM GRADE AS W-BEAM GUARDRAIL SHOWN ON I GUARDRAIL I co 2. 0 co TYP. PROFILE o U A T 2.07, T A 2 00� 2 09 A T 2.07, T A 26 EX/S t. Exist. 26 : 1 9!_'��Si SONS SEE /� 3. Ground Ground OROSOT C��SS S�CTO LOJ ILI SUBGRADE TREA TMENT, TYPE 1A Li TYPICAL SECTION STA. 20+73.00 LINE "A" TO 23+30.00 LINE "A" LT. STA. 20+73.00 LINE "A" TO 22+76.46 LINE "A" RT. 2. 0' SCALE 1 "=3' A T 6" i LEGEND 6 SUBGRADE ASPHAL T PA V/EM T TREA TMENT, EN AO 165�/SYD. HMA SURFACE 9.5 mm ON TYPE 1A 275 /SYD. HMA INTERMEDIA TE 19.0 mm ON 330f/SYD. HMA BASE 25.0 mm ON GED TEXT/LE FOR 1.5' MIN. 250,/SYD. QC/QA-/NTERMEDIA TE OG19.0 mm ON 330f/SYD. HMA BASE 25.0 mm ON UNDERDRAINS SUBGRADE TREA TMENT TYPE 1A 1 )1 A GGREGA TE FOR UNDERDRAINS OT ASPHAL T FOR TACK COA T PIPE, TYPE 4, CIRCULAR, 6 IN 1. 17' 26 SODDING (NURSERY) W/ TOPSOIL (4- AS REQ D. UNDER SODDING) UNDERDRAIN DETAIL SCALE 1 "=1 ' CITY OF CARMEL HORIZONTAL 3�SCALE BRIDGE AFILE 5925 Lakeside Blvd. RECOMMENDED FOR APPROVAL INDIANA VERTICAL SCALE LOCATION Indianapolis, Indiana 46278 DESIGN ENGINEER DATE N/A HAMILTON COUNTY SHEETS Phone (317) 290-9549 DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SURVEY BOOK SHE N/A 2 E Of I X TYPICAL CROSS SECTION JOB NO. PROJECT Engineering Inc. CHECKED: D.W.C. CHECKED: C.E.S. X SPRING MILL ROAD Cat O Cat O � II j I I I , i I 11 III I I I � ' I I 1 i I I I I I II I I I ' I I I II I II II I ' ' I II I II I I I I I I I 'I I i III � I I I I I � I I I I I I I I I I II I I I' I I I I 1 1 11 I I I I I I I I I I I I 1 I I I � I I I � I I I III 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 LI I I I I I I I I I I I I I I I I II I I I I I I I I I i I I II i I ' I 'I I III 'I II I I 111 I I ! II ( IIII I I i ' I I Illl IIII ' III it 11 1 '. III III I I 1 I � b II � � II I II II I I I it I I I I I I I I I I � I i i I I I I I II 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 L I II III, I II I I li III I I � ', i 1 I I I I I I I I III I I I it I I II I I I I II I III I, I I I I I I I I II I I I I I I I I I I I I I I I 1 I I I I ! II I � '� II II , I III I I II i II � I ! II Ill I I II I I I I i I I i I I I 1 II II I ' I � I III � II 11 810. I >Z I � I I I 1 I i I I I I I l I II I I I I I , I I I I II I I I I I I I I i I I I Ill i Q1 b l�I *14.7,45.2' Spruce 4 in. y St I I I 1 I I I I I I I A I I I I I I I I I I I I I I I 1 I I I 23.0, 45.2, Spruce 4 m Z O� Z I II II � Ill I I I II i I II I VIII I I III II III Ili I � ! I � � � , III III. I I I 11 I I I I I I it rrA,.� I , I I � O I I I I I i I I I I�I I I I �I I I I *35.0,45.2 I 35.0 45.2 SP ruce 4 m. a , I I eu v I 1 > I 1 I I I I II I I I I I I I i 1 i �3>0. +48.6,19.5 Hackberry. trp/ 12 in. I I I a I I I I I I I I I I a I p *559171 Hackbery 18 in. 59.0,629 Spruce 12 in. 8, S.W.,Cor. Stone Co/umn 3 X 3 x I I I I I I I I I ! I I � I '� I ! I � �n• ��'I 0 End Iron Fence �* I I I *64.9,42. E I I I I I I I I.. II I I I I I I I I I I 735,66.8' Spruce 12 in. �' = i I I 1 , I I I I I I I I II II I � I I I I I I I I I I I I I I , d = 84.9,47.4 Spruce 15 in. I I I I P a I I I I I I I I I I I I I I I a 1 I I I I I I , I I I 1 - I I 89.6,63.8 Spruce 12 m. I I � I � I I ' I I I � I �,• U I II I I i I I I I I I I I I I Ii 809 I i I I I I I i i l i I I I I I � I I II 051,59.0' /n/et 053,510 Spruce l5 m. I I I I I I I I � n n 0�n z q i� z�n o z II ! II I II II 11 I; II I 11 II1 I I II I,I II I I I 1 I I I I I I I I I I II 1� I I 1 I I I I j j I I I I I I I I I l 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 I I i I I I I�1 II L! !•.. I,j I I I I I'I I 1I II II I j 1,�I I•I�I 1 I I I I I I II 1 1 I I I II I�j II IStone 274520057.....5.4 46059...92' SBu�W s /.h�Cor h" S to n e Column 3 X 3 21.9,46.5 Yard Light / � �\Q� Q I I 321 74.1 Spruce l2 in. 525 rob o PP/e 8 in. y 46.3 76.7 Sp ruce 12 m.47j 773, Spruce 12 in. 51..j51.8' G, Anchor 553,230' /nt W/d cherr 59.3 474, y 10 in. �64.8,588 w/d chrry 10 in. 521 Pwp. w/t 35 133-B � 768,200' WV 79.0 424' End Iron Fence I I II i�I I II I#}NII.I i II I I I I I I I I�h I I I Ih I I I I�I I I I I I,I I(n l 1 +` l�\l I III/L, i1� I I I 1 I'I 1 II I► I -R.a b 5 p�F C�-.P Z O�O. : t--m��.on Stone Wo//All H 79.1,487' Birch 12 in. 79.2,409' S W Cor. Stone C) -TI -` I I I I I�I I�I I� , -- -- A PP P.L. Z y"�+ +70.9,259, E ,nd 4 F.F T FColumn 3 X 3 +71.-8,26.5' End C L TFm 8.7 605 Maple 8 in. o 039.0' Yo Li g ht w/ rb Wre m 82 4 39.3 Bush 0 856 385; Bush 0 0 873 4 .1 Bush < M 1, Bush 0 1 / ,co D 91.1,40.6 Bush 931,52.7' Yard Ligh t 99.1,69.1' E/ec. Box x 99.4,676, SW Cor Stone Co/umn 3 X 3 M 01.3 672' End Iron Fence 033,59.1' Bush n 036,631;Bush 04.3,66.3 Bush 0)0) 04.5,689,' Yard Light z 04.7,605 Bush 05 0,64.4 Bush *21.6,26.7' End Gate M 06.9,29.7 Son. M.H. 11.7,39.8; /n/et 13 4,61.6 Sign 53W SL. 25)Street Nome on 4 Post 4 *36.8,26.6 End Gote 0 o0 49.W,403; /n/et 518 451 Bgn Stop)61.2; (Cross) ri i 56 670'; Bush D f 682' Yard Ligh t 7 Bush 56 9 59 57 d 627 Bush 670, S W, Cor. Stone 5Co/umn 3,X 3 593 670 End Iron Fence 5 E%61682' c Box j 70 3 41.5' Bush H ki illill I Il- 710 39.6 Bush 74.�42;Bush 759,38.9 Bush 76.9 443, Yard CLoigt 77�409, S W, Stone ILL \077 9 5, E d St42 Iron Fence oil on Wo// 781,39.0,Bush ----- ---- IQ ii�II�I I I I I I I;! �I I I Ii I 1 III I I i I �I I I I I I I I III i I i I I I I Yo rd L n�N Z�O�aQ•`� �\� - -1 79.4,39.3 Yard Ligh t 1.3,854' Sign I i l I►I�o �I(� ���' I c� l j I I I I I I I( jIIII IIIIII I I1III I II II II I II I Ih III 1 I I I I I I I I�I I�,I I I l � o o 3� O a S O•nC� 1 �~ �• ,j 5 (Private Property/Keep Out)illill 91.6,81.5 Rescue Station 14j 01.2,678'End 15"R.C w/E S 22 5,508' Crab apple 10 in. 287524,, Pwp. 36 135-8 I 584 Crab opple 10 in. P, 350,530' Crab apple 10 in.372 409 S W Cor Stone 0 Co/umn 3 X 3 x 3871 ' Yard Li 38 ght 4347d 56. Yard LightCrob opp/e 10 in. 509,537 Crab apple 10 in. 584,271' FHd y 6302 .4' WV8 705,24.8' WV � � � 94.3,579 Crab a gp/e 10 in. C/) m � 951515; C o I 91,W.0 S W'Cor h Stone x j 1 1 1 o z z 979,389; Yard Light x x m D it , 6 ; II F- D U' O o o D 0 7-\ D F9 m x CO M CO n O o m x m D D M O O z M \\ I I I ' I j I II I I I ; I I ! III II I j I IIl Ili I I � ' I !I II II III IIII II' I I' I' i I' I I ! llIli I I I I I I C I I I I I I I I I � I I � I I I l I I I I I I I I I I I I I l l I I I I I I I C I I I II I I I I I I i I I I I �I l 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 Il I II I Il I' Il l I I I l ', II I I II I I I II III I II I I I I I I I I, IIII I II I I II � I I II i II I �I II � li III I i II I I I , I I , I I I I �j p l I G ! i ! 9 7 9,38.9' Yard Light I Il 03.756.8 Crab a /e >2 in. PP l I I II I I I I � I � I I I I I II I I I I l I II I I I __ III I I I - I � I I I I I I 1 I I I I I I I I I 16 I 178,472, Crab opp/e 12 in. II I I I I I I b I _ f I � l I I I I l I I 31.9,54.2' Mop/e 12 in. � II I I I I I I I I � 455 46.3, Ma P/e 6 m. I h ti a � 1 I I I I I I I I I I I I I 54.5,52.5' Pw . 181 135—B a l I I , a I I I I pp I 54.9 40.9 S.W. Cor. Stone I , I I 0 � I l I I I I I I I i I I Co/umn 3 X 3 I *56.7,38.8' Yard Lights x 57 9,53.5' Crab opp/e 8 in. I '> I I I I I I I n I I I I I I I I I I I I I I I Il 69..6,58.7' Crab a P / e 8 in. ry 3,532 Guy Anchor 71.8,51.0, Guy Anchor 73 1 1 II'I I i Z O � '�'� 78.0,22.9 Guy Anchor N ►vIII � I It I I I I I I I II I , I I �I I I I I I I I I I I I I *82,9,25 Gu y Anchor I 81.11 23 5, 85122 Crob a P /e B in.826,239, Gy Anchor 7' Gkiy Anchor IIIIIII I I I �o I � � � I (j� I 95 2,571' Crab apple 12 in. � I 1 4 I SOS I 8 I 1 h l I oo I I III I I I Son. M.H. 05 Q I I O II 1 17 I I ! 05.323> Pw . 37 135 B I � I I I l � it '� I l I � I I I II II I I I *06.8,47 P �� ,��-■ 0'Crob apple 12 in. I I I I I I I I I I I I l III � I I I I I�I II I I I I I I > .5, 40 8 SX W3 Cor. Stone Column I I I I O I 1 I l I I 16.1,388 Yard Light n I x \ I 1 .9,54.0' Crab app le 12 in. �\ I I 'll 'I II I � II III I II ', III I I I, , \� I' l I I I I I l II I I I I I I II I l I l I I I I I I I I ' I I I I I III . I I I I l I I I I I I I I I I l I I 11 I I II I I I I I I I I I , 11 II II I I I II I II, I ", 'I I I I I I I l I l I I I I I I I I I'II I I 4D 9 St/7?. 298 ,End 12 R CP w .S P Y R.CP w12.5 41.1,62 End 12 ti t I I I I I I I I I .60 i I ! 49.8,51.9' Crab app/e 6 in. I I I , , � � 4 f \\a� Q O I I I . I I I I I I I 1 ' I I I I I I � � � � i I ! � � I �' \V•` I I I II I Ilil I i I I I � j i I I I I I � 65 7,15.0 Delineator Post I I 1 \ '24 C. .P. Stm. � 1 73,14.6 End 24 N CM.P. I � � (673,157, End 24 CUP. I I l I I I I I I I I I l 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 l I I I l l l I I I I I l I I I I Crus hed) 1 y � i x ,'1£1 f 1 I I �! 1 1 1 1 n (Crushed) 73 3,40 8, 5 W, Cor Stone Co/um n 3 X 3 50,388, Yard L- h t 7 79.8,51.3 Spruce 12 in. l I I tq• 1 III I 93 2,53 6' Spruce 12 in. Lf� i I 1 I u 11 I 00.6 65 ' Spruce 8 in. � P I 1 \\ I 1 r� I 03.1,7.3 Son. M.H. I I I �� I � 18 l 11 111TH I. 1 \1 ! I 0 o --n � I I I � ! I � ! I � � 23.7,71.6'Crab apple Mu/ti 1 in. _ '�' ° ' ' 23.779 4 Crab apple Mu/ti 3 in. � M cn � � , PP _ I � — II - ` C) � O I , ; I I I , I I 28..E 85.5,Crab opp/e Mu/ti 1 in. I T I ' ti � D � i /ron Fence I. i III I 30.8 41.8 End z I ! ! I 32., 40.9' S.W. Cor. Stone ° SCIJ ° ' ' ! Column 3' X 3' I I c Z l(I j I I j i I II II II I ,jI'II!I II I I I I I l I I!i I II'!I i i I j jIII I�I I'!I I I !I I I I I I !I! !I I !I I I I I Ii II I! I i!! •�Q� i I1 I I I;,I i�;I i i I I �o I I�i i I 1-I i�I I,o T�� I I,I�l II IIII.I1III 1IIIIII IIIIIIIIII I I II II IIIIIII IIIIII II I IIIIIIIIII1(II III 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 I I I I I! I! j I�I I II II' I I ,I , 323,424'End FF TF (To East) n ICU o APP P.L.; A41.9 44.3sh 18 in.34.2386' Yard Light R1 00 C/) 427,52 3 End Iron Fence n 485,16.9' Sgg M (Round AM eod w 115 mph) M 72 2,24.4' z � • M C n co I C/) 7' 1 � v 149 057,28 X Walnut 18 in. Hki Ilk O 561,786� Walnut 10 in. 605,807' Wo/nut 12 in. I I j I *92 0249' End C.L.. TF w� arb .Wire x934,236 /.P. Fn *93.7,25.2' End FF TF App. P.L. (To West)929,920' Beech 36 in. *937,252 End Iron Fence 929,853 Yard Ligh t a 20 < 0 � n c I O O< n D x ;;0 x -< II D o Cn n N17-(n Ill HIM hil O D 17- > is m r j U) x CD M � cn n o= c) z n O o x m m rn D D r C =I TI oz m o ' I , I I Ij I ! I i Il I I I I I I i ! 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X X, o 455,15.3' Sign SL. it 44 0+6 2 ,12.7' Delineator Po2s 1 X 4 C.IV. 382(7 . 2 .2, End 64" X42 "" CM ? Ape Arch 1(00 4 24.7 Elm m. 34,251' E/m 3 in. Elm 3 in.1f058251; 1(06.d 51 Post - 1 in. Steel 1f08 �846 Yard Li 9 ht hl 1 f 11.3,69.5 E/ec. Ped I 1+11.7,24.9 E/m 12 in. 138, Delineator Pos .4 86.i f 123 S�amore 30 m. 1+14.9641 Pam-ore 36 in. 247,, m. Steel 1 f 14. ost 1 1+1 7� 7 S 36 in.if 19.X28, or 6 in.1 f>9. 1686 22 I I I 1 f20 f 250, Hickor 6 in. in. 1 in. Steel 1+232 .4'(21.124.7, Ma Pp/e 1 ost 1+25, 251 ,Map/e 1 m. 1+26,9254 Map/e 6 in. 1 f26 3 19 .1 on.1 H. 1(29 178 ECM.P. 1(30.2 25 1, Pw P• 247 I 1+31.1,26. 21+3 .6,257 Post - 1 in. Steel 1f359142.1Shrub 1+320 . 3, Shrub �1' Rser 1+44.2,16.7 Sign (Ye/d Ahead) 1(44.32343 hrub 154..8 Transformer 1+51.52hrub , 6. S .9,176.9; Shrub 1+57 O 1+605,12.5 Delineator Post 1+654,202.2 Shrub o 3nEc. o -T1 1 f 72 3,19.6 nd 64 eX 42" = rn o rn T c �U C) CMP. Pe Arch o 1+72 9,1488' End Elec. Pane/ 1(76J,273' End C L. 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S- TIOIV LINE z _ - x x rn D II 25 -< r D D 0 U 0 N r 26'92.O D W 106TH ST n 106n7 7 T m m x CO M Q U)O o m x D m D C7 ---A ---A - o z0 rn LLIJ O C� O Vt 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 815 815 15 w + 810 w a 810 54 Q 805 805 800 800 815 815 (1550)810 -x -x 810 805 805 800 800 815 815 14 x x + - � 810 w a 805 805 800 800 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1'$=5' INDIANA VERTICAL SCALE DESIGNATION 1"=5' X DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SURVEY BOOK SHEETS SPRING MILL ROAD X I of I X CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "At' CONTRACT PROJECT X SPRING MILL ROAD 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 815 815 17 w w 00 810 810 Q Q 805 806 0 805 800 800 815 815 16 x + w o w 810 a 810 5 0 805 Ex. 89729 806.96 805 800 800 815 � � 815 •x T MOO 810 (n W W o a 810 Q CL 805 8 X25 805 800 800 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1"=5' INDIANA VERTICAL SCALE DESIGNATION 1"=5' X DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SURVEY BOOK SHEETS SPRING MILL ROAD X I of X CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "All CONTRACT PROJECT X SPRING MILL ROAD 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 815 cn 815 w w 18 Q a + 810 Q 810 00 805 80 .71 Ex. 806.71 Ex. 807.42 807.8 800 800 815 cy- 815 w 17 OL o w + 810 a 810 7• Ex. 24' Stm. 805 805 806.24 Ex. 806. Ex. 8os 33 806.33 800 800 815 815 17 .T + x O w 810 w �- 810 41 a a -- 12 805 80 Stm.-� — 805 7.34 Ex. 07 34 -- -- - - - 805.9 800 800 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1"=5' INDIANA VERTICAL SCALE DESIGNATION 1))=5' X DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SURVEY BOOK SHEETS SPRING MILL ROAD X I Of X CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "All CONTRACT PROJECT X SPRING MILL ROAD 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 V 815 815 .x � w 9 CL i Q+ 810 810 50 805 807.2 Ex. 07.29 Ex. 807 65 80635 805 800 800 ly- 815 )815 �" w 19 W a + 810 810 00 805 8072,5 - Ex. 07.25 Ex. 807. 6 808. 2 805 800 800 8 815 15 w ^ a 18 o a + a 810 810 50 805 80 . 15 Ex. 07.15 Ex. 807.4 \-808.31 805 800 800 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1"=5' INDIANA VERTICAL SCALE DESIGNATION 1"=5' X SURVEY BOOK SHEETS DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SPRING MILL ROAD X 10fl X CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "All CONTRACT PROJECT X SPRING MILL ROAD 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 815 w 815 x w 20 drive a + 810 Q 77 810 805 ,60729 � Ex. .601-'29 805 800 800 815 w N 815 OL co T< 20 810 + Q 810M 805 807.27 Ex. 80 .27 805 800 800 815 _ 815 OL Q W 20 a + 810 Q Q 810 00 807.2 05 Ex. 07.28 Ex. 8 7.64 08.49 805 800 800 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE 1"=5' INDIANA VERTICAL SCALE DESIGNATION 1"=5' X DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SURVEY BOOK SHEETS SPRING MILL ROAD X )f I X CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "All CONTRACT PROJECT X SPRING MILL ROAD 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 w O cr- 815 CL Q 815 ' w 21 810 Q + r- ---- — - - , 810 73 - - - - --- - - -- - - - - - -- --- - - - - i 805 - - - - -- - - ---- - - - - - -- - 805 800 800 w 815 cn 815 w 21 810 a + a 810 50 805 805 575 — 800 Ln 815 W ca 815 w (%00) 810 810 77 805 80746 Ex. 801-'46 805 800 800 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE 1))=5' INDIANA VERTICAL SCALE DESIGNATION 1"=5' X DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SURVEY BOOK SHEETS SPRING MILL ROAD X I of I X CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "All CONTRACT PROJECT X SPRING MILL ROAD 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 815 815 Ln� � M50 X w co 810 Q w Q 810 Q 805 805 800 800 X ?f, W 815 Q X 815 Q 22 810 810 00 805 805 800 800 L w o 815 cl v) 815 W C+2 1 810 Q 2 ,- - -- - -- - - -- - -- -- 810 - - - - - - - - - - - - - - 805 - - - - - - - - - - - - - --- - - -- -- -- - -- -- - - - --- - -- 805 800 800 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 CITY OF CARMEL HORIZONTAL SCALE BRIDGE FILE 1"=5' INDIANA VERTICAL SCALE DESIGNATION 1"=5' X DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SURVEY BOOK SHEETS SPRING MILL ROAD X I of I X CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "All CONTRACT PROJECT X SPRING MILL ROAD 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 820 820 24 + 815 20 815 - 810 810 815 815 - 23 + 810 810 80 8 805 05 � N � w, .X 815 815 -- 23 Q 810 50 810 805 805 - - 8 800 00 815 815 X' w w moo ' 810 81D _ 805 805 800 40 60_---- 800 80 80 75 70 65 20 15 10 5 60 55 50 45 40 35 30 25 0 5 10 15 20 25 30 35 45 50 55 65 70 75 8 HORIZONTAL SCALE BRIDGE FILE CITY OF CARMEL 1"=5' INDIANA VERTICAL SCALE DESIGNATION 1"-5' X SURVEY BOOK SHEETS DESIGNED: C.E.S./B.M.S. DRAWN: B.M.S. SPRING MILL ROAD X If X CONTRACT PROJECT CHECKED: D.W.C. CHECKED: C.E.S./B.M.S. LINE "All X SPRING MILL ROAD