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Gray Rd Reconstruction (96th St to 106th St) Hamilton Co Bridge 225 r — TRAFFIC DATA GRAY ROAD A.A.D.T. (2004) 8040 - V.P.D. A.A.D.T. (2024) 14240 - V.P.D. D.H.V. (2024) 1580 - V.P.H. DIRECTIONAL DISTRIBUTION 50% TRUCKS 3% D.H.V. 4%A.A.D.T. DESIGN DATA DESIGN SPEED 40 M.P.H. PROJECT DESIGN CRITERIA 3R (NON-FREEWAYS) FUNCTIONAL CLASSIFICATION LOCAL AGENCY COLLECTOR RURAL/URBAN URBAN TERRAIN LEVEL PL- ANS ACCESS CONTROL NONE - ,/ If PROJECT GRAY _ FROM 9 STREET TO 106th STREET INCLUDING HAMILTON COUNTY BRIDGE No. 225 -T _Q; mm d1f, , a ` ` .. , .•s,d:•. qw ,_. ` . , ,. Eller ,.' i a WORKS & SAFETY <. _..BM :5 ,• -W tie C ,.. i ,. ,.. ' ,:�• ,•i• 9 o I ►rthei'k► Pit h I •' ;I, ! A 12 _ HON ORABLE JAMES BRANARD9 MAYOR u } , _ y MARY R� RT(j'�� , i1Y 7 •- I li . LORI WAT90N ,;,� ,� , .,_ , . .. ,.�;., 1 _ t � r : , END PROD g : ECT I— yi ,', _ STA 99 *52- J4 PR � � _ A _ ., .'mod`- - -_ ,:. -�wel! , ' '(� , --tt — - ,�- ? 'i;Athletic Field K ! l 'Vii i �.i� i SCALE- - 7et.. +'. W ter -well 00 a i, �. -Pank — J 4 .y:• ,a,n toy i �ti 4 1 ,' 1 , ,� 1 ;,,' ice i ,: •. .. / ��►iLA STA rioN E � -� �� Q �(� UATlO N. a t P. C. 97+7 — 6.34 A ' Ai- �Y a , _i� i \ P, J� llJl�l\ P w.^ Wuods ,; - >-- ")t ��-,A I INDIANA O �S 'pt_�' YO P. C. 97+76.34 PRA ` �� a : � MEi�OPQ. / r _ JOE G , FRED GIASER j � 4 �• I _ 3 � �� > K o 1 = / I 1 Quariy a � 1 _ I �^ RON CARTER HAMILTON COUNTY i Mk tiR TY BR/DGE No. 22V _ _ - �--- � 1 sewage '� a 1 I i • "`� '� �,. ('� � �� ... coo- J �.� �� I � - �� PA VING EXCEPTION. A4ARK � v - F ,:, t � - �_ . IN RCHANGE STA. 81+09. 60 !! !! MIL N CO n MLL ruf t' : - - - 1+!�I ' � �� ' a MILTO �C A to STA. 82+46. 76 - --- - - - -- -- , -- I� _- tAS 96TH 3 — — r '--- 1' sRr� [ q 15 r _ . �aos1M"A C - L Former M e iC _ _ • �_ CTIY ENG IN ER�MANGE 33 - �,..:* r //P fr rill, 742 .� � _� �� -�� _ ( l� 1 - - A CHAEL T. AkBRID P.E. A$T - Rrv�" _._ 4 (L -- — N r 4I l BM twos Park BEGIN PROJECT �; ��_� III / - � jl �r ��_:, _ _ Ji ((' Golf �— p �� .� r i! J/ A F. �. —A J roufSN Jill l� ¢ _ I' �l, \u I l T lfrr (I \ S ss• (. f ROADWAY LENGTH:H: 4820 FT. -::. � ;.. ,.: � - � { �` ,_ s-z_ _------�/�w9 STA. 50* 4325 �. ��__ . t 1 - f BRIDGE LENGTH: A v v 1T IA �o I v : � 90 FT. - � �� f jl �� _� �L r' TOTAL LENGTH: 4,910 FT. - INTE NEE - r L ' �' �j CUA EN MAX GRADE: 3.96% BEGIN /NCIDENTAL CONSTRUCTION ;t END /NCIDENTAL CONSTRUCT/ON STA. 78+78. 13 �S-96 A" STA. 88+25.00 uS-96 A" I.N.D.O.T. STANDARD SPECIFICATIONS DATED 1999 TO BE USED WIf THESE PLANS ------------------ + PLANS ��►I111111!/// 162.5 N. Post Road PREPARED BY: Ull C LTNVG ENGINEERS ARCHITECTS (3u) 895-2585 � -- --� � � ''LISTER ,-,e Indianapolis, Indiana �t6219 PHONE NUMBER ; �_.��, UNIqr' � - No. 880309 - C y hOnC: 31 7-895-�S85 DATE � ' STATE of � SHEETS • ,v�lSliltlil r �Il '1i�erS i O•'•. � & Architects ` '�'o ANP'• " 1 of 96 -- ---_--- _ — Fax: 317-895-2596 Web: www.ucea.com � �o.........��,,,,,. NAL PROJECT — oil 774K/ afrp r =0794!�7 7 0 106 7 Ir 7=o --.- --- -- 1 �•► o- UTILITIES GENERAL NOTES INDEX I ** All h I h ing is ppecified, The final cross sections of the grading contract will be the original cross sections of the paving contract. However, SHEET N0. DESCRIPTION ---partial or complete Cross Sections shall be taken if necessary to determine the actual excavation quantities. 1 TITLE SHEET GAS: VECTREN WATER: INDIANAPOLIS WATER COMPANY The DaDer relocation will be cross sectioned by the Engineer before construction. 2 INDEX SHEET — P.O. BOX 1700 1220 WATERWAY BLVD. Existing asphalt pavement located, outside construction limits, between Sta. and Sta. -_____, shall TYPICAL CROSS SECTION ----- NOBLESVILLE, INDIANA 46061 INDIANAPOLIS, INDIANA 46206 be removed as directed. 3 MAINTENANCE OF TRAFFIC PHONE: (317) 776-5534 PHONE: (317) 263-6415 The quantity of peat excavation as shown in the plans has been estimated on the basis of theoretical cross sections by using - ---- ----------- ' treatment of existing fills treatment by removal or treatment by displacement, where each treatment applies 10 ROUTE DETOUR MAP 11-14 ROAD PLAN AND PROFILE I E TELEPHONE: SBC COMMUNICATIONS SEWER: CITY OF CARMEL 15 ROAD PLAN AND PROFILE LINE "S-964' 5858 N. COLLEGE AVE. ONE CIVIC SQUARE 16-20 CONSTRUCTION DETAILS LINE "A INDIANAPOLIS, INDIANA 46220 CARMEL, INDIANA 46032 21 -22 CONSTRUCTION DETAILS LINE "S-964' _ PHONE: (317) 252-5134 PHONE: (317) 571-2451 23-24 SIGNING AND PAVEMENT MARKING DETAILS _ 25 CONSTRUCTION DETAIL-SPOT ELEVATION 26 SIGNAL DETAIL 96th STREET AND GRAY ROAD ELECTRIC: INDIANAPOLIS POWER AND LIGHT CLAY TOWNSHIP REGIONAL WASTE DISTRICT 27 FLASHER DETAIL GRAY ROAD AND AMERICAN AGGREGATES ENTRANCE 1230 W. MORRIS STREET 10701 N. COLLEGE AVE. 28-31 EROSION CONTROL DETAILS LINE A - INDIANAPOLIS, INDIANA 46221 INDIANAPOLIS, INDIANA 46280 32 EROSION CONTROL DETAILS LINE S-96-A PHONE: (317) 261-8085 PHONE: (317) 844-9200 33 BRIDGE I RINGS 34 LAYOUT SHEET 35-36 GENERAL PLAN ----_ _ CINERGY CABLE TV: BRIGHT HOUSE NETWORK 37-38 PIER DETAILS 1919 W. DEFFENBAUGH 3030 ROOSEVELT AVE. 39-43 SUPERSTRUCTURE DETAILS _ KOKOMO, INDIANA 46902 INDIANAPOLIS, INDIANA 46218 _�_ 44 SCREED DETAILS - - PHONE: (765) 454-6188 PHONE: (317) 632-9077 ext. 291 ** REPRESENTS GENERAL NOTES REQUIRED 45 BRIDGE RAILING DETAILS 46 APPROACH SLAB DETAILS 47 BRIDGE SUMMARY _ 48 PAVEMENT MARKING TABLE 49 SUMMARY OF QUANTITIES AND APPROACH TABLE 50-52 STRUCTURE DATA TABLE - 53-56 UNDERDRAIN TABLE 57 TEMPORARY EROSION AND SEDIMENT CONTROL SUMMARY TABLE 58 SHEET SIGN AND POST SUMMARY REVISIONS 59 MISCELLANEOUS TABLE 60-87 CROSS SECTIONS LINE A SHEET NO. DATE REVISION 88-93 CROSS SECTIONS LINE S-96-A 2 9/24/04 Deleted 94-96 CROSS SECTIONS LINE "BR" i I 2A 9/24'/04 dded Sheet Revisions 4 9./24:/04 Deleted 4A 9Y24YO4 Adjusted Tem ora Pavement 11 9 24 04 Deleted - -__ _-----_-_ ----_- 11A 9 4 04 Added Utility Easement for City of Carmel Utility, Added Force Mains Along 96th Street 13 4 Deleted - -- 13A Added Storm Sewer Pie --- 14 9 24 04 Deleted --- 14A 9/24/04 Added Inlets and Storm Sewer Pie Added Incidental Construction - --- 15 9/24/04 Deleted -------- 15A 9/24/04 Added Easement and Force Mains to 96th Street Added Outlet of Storm Sewer to Profile 9-/24./04 Deleted 16A 9/24/0 Added Easement and Force Mains Ad usted Legend Items -- 17-19 9 24 04 Deleted 17A-19A 9124104 Adjusted Legend Items -- ^-- ----- 20 9/24104 Deleted -- 209 9124104 Added Inlets and Storm Sewer Pie Adjusted Legend Items ------� -1�- 21-22 9-/24-/04 Deleted - -- --21A-22A 9./24./04 or 'ns ---- - ----- 43 47 9./29-/04 Deleted _ -- - - ---- - - - 43A 47A 9129'/04 r Concrete, C. Superstructure - — -- 49 Deleted - -- --- - --- 49A 9/24'/04 Added Quantities for Mainline Pavement ------�-----�-V24'/04 Deleted -- -----J 50A-51A Added Noted About Pie Material ---- - - -- ------ ---- 9 24 04 Deleted 52A 9 24 04 Added Structures 134 135 Added Noted About Pie Material ---� 86 Deleted - -- - -------- 86A Added Structures 134 135 ---- -_- p C- cn W_ l d- 4 CJ d- 0 O N O ti c� Cs T r3 � 9/24/04 - Added Revision Table ��a�aa�nmiumuiiaa,�i, / �; / HORIZONTAL SCALE BRIDGE FILE N .......' �,��'''%� RECOMMENDED CITY OF NONE --- -- -- C J G1i .. d ��.•��, Fa. . FOR APPROVAL VERTICAL SCALE _,— DESIGNATION - P DEIGN ENGINE DATE CARMEL 19700124 = NONE -O: STATE OF •/NDI•ANP.G � T.A.B. DRAWN: M.E.W_ INDEX SHEET SURVEY BOOK 2A of 96 C\i DESIGNED: SHEETS S)ONAL CONTRACT PROJECT "��np►►munm+�a�`�� CHECKED: H.A.B. CHECKED: T.A.B. ��_ - 04-10 120' R/w LEGEND >, © Subbase for PCCP 1 -0„ 8' "-0 4'- 11'2 -p 12,_p» 12'-p7, 2 -011 p» 81-p» 2 -0 12,_p» 12'-p„ 2 --p 51_0" 8'-0" 1 -0 Varies Varies 3" Compacted Aggregate Base, #8 on 6" Compacted Aggregate Base, j53 � Line `A" " Profile Grade Profile Grade 26 C Full Depth QC/QA PCCP, 10 K2 26 15 K 4.0z 26 4. 07 K 15 2% K2 3' K Full Depth QC QA HMA Pa vemen t 2.0Z ---- 2. 07o 0 P QC/ QA - . 3:1 165#/Sys. QC/QA HMA, 4, 76, Surface 9.5mm on 275#/Sys. QC/QA HMA, 4, 76, Intermediate 19. omm on - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - --� 330#/Sys. QC/QA HMA, 4, 76, Base 25mm on U L L U CUT SECTION 300#/Sys. HMA, 5, 76, Intermediate, OG 25mm on FILL SECTION TYPIPAL FO U R LANE SECTION 440#/Sys. QC/QA HMA, 4, 76, Base, 25mm « X) © Subgrade Treatment, Type A STA. 52+08. 00 A TO STA. 77+50. 00 �D Concrete Center Curb 120' R/w K2 HMA for Multi-Use Path 1,- » 1-p» '-0" ' " _2,-p,! '- " " 2'-0» '- " 2'_p» '-0" 8'-0" 1'_p" /ar es O Topsoil, 12 Varies 8 -0 4 - 1 12 12 -0 80 8 _0 120 12 -0 5 „ © Underdrain Line `A" Profile Grade Profile Grade 26 15 Combined Concrete Curb & Gutter K2 26 15 C 4.D% 26 4. 0� C 15 2� K2 3: � -_ 2. 0% -�--- -�-- 2.0�' 26 Sodding (Nursery) 3. 1 1 -p - - - - - - - - - - - -� T L- - - - - - _ - - - - - - __ 8'-0 Varies 11_p» FO UR LA NE SECTION - 2� FILL SECTION (/ B TYPICAL B U CUT SECTION - 'A" 52+08.00 `A" 3' 0: 1 STA. 50+50. DO TO STA. K2 5 _ STA. 77+50. 00 `A" TO STA. 81 +09. 60 `A" TYPIrAL 12o R/w DITCH SECTION STA. 50+75. 00 `A" TO STA. 56+30. 00 `A" LT 1 -0 »2 -0 » 2'-0 » 2)-0" Y-011 » 11 1 -0 **STA. 51 +51. 00 `A" TO STA. 57+81. 00 `A RT. Varies 8 -0 5 -0 18 -D 8 -0 8 -0 18 -0 5 -D 8 -0 Varies STA. 57+05. 00 `A" TO STA. 62+50. 00 `A" LT w.W. Line `A" Profile Grade Profile Grade 26 _ _ __ Varies 4'-0" to 4'-8" K2 26 15 K 4.0z 26 4. o7o 2.0 K 15 2% K2 3: 2'-p'4,-p» 1 p,-p» 12,-p» 2.0 - �---- I _� 12 D -- 3;1 - -- - - - - - - � l � - - - - - - - - - - Profile Grade � « » Profile Grade FILL SECTION � - - - - - - - - - - - - - - CUT SECTION D Line C U L � U 2.0% C 1�- 2. 0� TYPICAL TWO LANE SECT70,v- STA. Si 82+46.80 `A" TO STA. 94+45. 10 `A" _ h L L Multi Use Pat Sodding, Nursery LEFT TURN LANE REVERSE FOR SOUTHBOUND 6" Coarse Sand Layer 3: STA. 54+ 18. 00 `A" TO STA. 56+ 15.50 `A" STA. 61 + 17.50 `A" TO STA. 6J+ 14.80 `A" - -- - - -- - - -- -- - 26 C STA. 67+47.90 `A" TO STA. 69+45. 40 `A" 15 I I Varies 4'-0" to 4'-8" » 6 _- 12'-0" 2 -0 4'_0» 10'-D" _ 12'-0" -- Aggregate for Underdrain, Size No.8 I 6" <T 4 -0 - - 6„ Profile Grade D Line `A" Profile Grade , I C t I Aggregate for Underdrain, 2 0% C 1q 2. 0� Geo textile for Underdrain I I Size No.8 I I 1 -6 Min. I I I L Geotextile for Underdrain J L L 2,-p„ 14» 6" Type 114" Pipe L EFT TURN LANE REVERSE FOR SOUTHBOUND) FRENCH DRAIN DETA11L UNDERDRAIN DETA11L STA. 50+77. 00 `A" To STA. 55+ 17.50 STA. 6.3+70.00 `A" TO STA. 64+60.00 `A" Not to Scale STA. 75+87.90 `A" TO STA. 78+35. 70 A No t to Scale " " l ; STA. 79+28. 60 A TO STA. 80+79.50 A CD HORIZONTAL SCALE BRIDGE FILE R „►,,,,,,,,,,,,,,,,, CITY OF r1 p '. RECOMMENDED 311 1 , FOR APPROVAL rAR„�T VERTICAL SCALE DESIGNATION ��: �` D IGN ENGINEER DATE l� 111 L N/A :19700124: c, � . STATE OF .:�\ DESIGNED: TAB DRAWN: BDF TYPICAL CROSS SECTIONS SURVEY BOOK _ SHEETS CHECKED: ARE CHECKED: TAB CONTRACT PROJECT 04-10 � co N Lo h + co ^ �g LO LO + aol+ b W o .r� Line Gra Road 1 Gray Road - - -- Q) O C"Jo W Y W Y 100.0' Lane Taper 100.0' Lane Widening 32' Line "A" 2'(Varies) & $_ Varies 10' 10' (Temp. Widening) W PHASE l NO SCALE ilk ------- LLN zz:z_�� 7 low co 0 1 O \\ \ Gray Road — Line _ —Milo- o Road w W 7T o +I Q �D MAINTENANCE OF TRAFFIC OUANTI TIES 110 ITEM PHASE / PHASE l/ PHASE Il 'q, Tem . Pavement Markin 4".. 11244 Lft. 11020.3 Lft. 7857.6 Lft. . U� Tem Pavement Marking, 24 24 Lft. 28.4 Lft. ° Tem . Pavement Message Marking, Lane Indication Arrow 1 Each 1 Each Temp. Pavement Message Marking, Word ONLY 1 Each 1 Each C HMA for Tem ora Pavement 3833.2 Tons LEGEND ° Detour RMA 8 Each 8 Each 8 Each Construction Signs A 13 Each 13 Each 13 Each \ Construction Si ns B 3 Each 3 Each 3 Each HMA for Temporary Pavement . Standard Drum ° � Road Closure Sign Assembl 3 Eoch 3 Each 3 Each 165#/Sys. HMA Surface, Type C on Q Barricade Type 111–B 24 Ft. 96 Ft. 108 Ft. Temporary° 8251/Sys. HMA Base, Type C ® p ry Message Marking, Word (ONLY) �W Temporary Pavement Marking, 4" (White) Temporary Pavement Message Marking, Lane Indication Arrow O Temporary Pavement Marking, 4" (Yellow) y Indicates Traffic Flow Temporary Stop Bar, 24" (White) Barricade Ill–B i o) 9124104 - Adjusted Temporary Pavement �� N �,,� HORIZONTAL SCALE BRIDGE FILE ° RECOMMENDED I 1 Y OF E FOR APPROVAL �^' DE IGN ENGI ER DATE CARMEL VERTICAL SCALE DESIGNATION 19700124*. = NA 'fl: STATE OF :� • •'•�NDIgNP•''�` DESIGNED: DSS DRAWN: BDF MAINTEN SURVEY BOOK SHEETS /••..... ., MAINTENANCE OF TRAFFIC ��'''•.,,,Sf4NAL E CHECKED: TAB _ 4A of 96 - CHECKED: DSS LINE «A„ - PHASE I CONTRACT _ PROJECT __ 11 1 04--10 Q) II ill j , 400 - 40 Line 0*0 WOO. Gray Rood I 1 MOO. Gray Rood W y 6 IMI II II Wuu U3 C1. Cb Q) V-... 40 Line "A" 0 ► Gray Road Gray Road 01) M CD LEGEND -A- C) 771 F7 HMA for Temporary Pavement • Standard Drum u 165#/Sys. HMA Surface, Type C on 825#/Sys. HMA Base, Type C Temporary Pavement Message Marking, Word (ONLY) Pavement Marking, 4" (White) Temporary Temporary Pavement Message Marking, Lane Indication Arrow Temporary Pavement Marking, 4" (Yellow) mi► Indicates Traffic Flow Temporary Stop Bdr, 24" (White) cP HORIZONTAL SCALE BRIDGE FILE 5 x z R CITY OF P % RECOMMENDED 1" = 50'-07 oSTER Cd FOR APPROVAL VERTICAL SCALE DESIGNATION I% CARMEL -<= DE5IGN ENGINtER DATE NA 19700124.: -10 STATE OF Ou DESIGNED: DSS DRAWN: BDF MAINTENANCE OF TRAFFIC SURVEY BOOK SHEETS F-- 0, 5 of 96 CHECKED: TAB CHECKED: QSS CONTRACT PROJECT LINE "A" - PHASE I 04-10 v J Carmax Auto Superstores, Inc. II II Carmox Auto Superstores, Inc. — \ II II \\ II II \\ II II \\ II II \\ II II II II --II--- ---- - - ----- °' + u II Y W W U Gray Rood Y W Y ' W Y • W Tz Gray Road ' • a Gra 'Road • w " �o rn 50'-0" ¢ TYP Line "A" 10' 2' 10' 10' 2' American Aggregates Corp. 1, (Lane) (Lane) 2' I _ __ _ __ American Aggregates Corp. 2;1 Temp. Pvmt. Existing Pavement Varies Varies PHASE # Scale: 1" = 10'-0" Donald Bottamiller CP Morgan Communities LP North Haven Owners Association North Haven Apartments LLC I F Y w w w _1 w . W Y Y w Y . . ra oo . W . c d GXy Rodd- 3 501_0" TYP c� =r American Aggregates Corp. LEGEND American Aggregates Corp. <>M Phase 2 Construction Q Temporary Pavement Marking, 4" (White) CD for Temporary Pavement Q Temporary Stop Bar, 24" (White) cl� HMA 0 Temporary Pavement Marking, 4" (Yellow)�3 1651/Sys. HAM Surface, Type C on 82511Sys. HMA Base, Type C ® Temporary Pavement Message Marking, Word (ONLY) (T) Standard Drum ©1 Temporary Pavement Message Marking, Lane Indication Arrow Indicates Traffic Flow Barricade, 111—B C?J CJ O) z rLi R:.. RECOMMENDED HORIZONTAL SCALE ��\\\J�;NGISTERpgf�i� CITY OF BRIDGE FILE ..0; Fo'•. ch' FOR APPROVAL .; f" ; . ! . 1" = 50'-0" 19700124.: VERTICAL SCALE DESIGNATION ' DESIGN ENGINEER DATE CARMEL �:• STATE OF s NA r� DESIGNED �p'•• � P : DSS DRAWN: BY SURVEY BOOK s MAINTENANCE 0 , •NoiAN. � '�,� MAINT F TRAFFIC SHEETS S70NAI E cc �� 6 of 96 �i //��'''i��pp/►mt�tnnu�p�a�"`��\ CHECKED: TAB CHECKED: DSS LINE '� CONTRACT A PHASE 2 PROJECT 04-10 American Aggregates Corp. II U American Aggregates Corp. II II I NO \ �/ I��XXXXXXXX\XX\XX\XX\X>I Y • r II 70-T Ijl III y 1 11 American Aggregates Corp. American Aggregates Corp. American Aggregates Corp. TY i f— V) Ld Gray Road 4 CD �n r� `cv LEGEND American Aggregates Corp. n Phase 2 Construction © Temporary Pavement Marking, 4" (White) Temporary Pavement Q Temporary Stop Bar, 24" (White) Q Temporary Pavement Marking, 4" (Yellow) DRUMS ® Temporary Pavement Message Marking, Word (ONLY) �� ♦ INDICATES TRAFFIC FLOW Temporary Pavement Message Marking, Lane Indication Arrow BARRICADE, 111-B F-- :rn - ��"" ��r��/Z CITY OF HORIZONTAL SCALE BRIDGE FILE cu \ RAq� i RECOMMENDED a 1" = 50'-0" � . • � — FOR APPROVAL DESIGN ENGINEER • ,DATE CARMEL VERTICAL SCALE DESIGNATION :19700124: _ NA STATE OF c DESIGNED: DSS DRAWN: BDF MAINTENANCE OF TRAFFIC SURVEY BOOK SHEETS CHECKED: TAB CHECKED: DSS LINE "A" — PHASE 2 CONTRACT PROJECT i 04— �l O � � II -- Carmax Auto Superstores, Inc. II Cormox Auto Superstores, Inc. it II II II it �► y �► Y Y M► 0 rn Y Line "A" 12' 12' Lane L 12' American Aggregates Corp. American Aggregates Corp. PHASE IIl Scale: Not to Scale CfJ � North Haven Owners Association Donald Bottomiller CP Morgan Communities LP North Haven Apartments LLC � h h W �., �• ♦ Gray Road W W �,■ _____�_ �► .► O 0 .�► ■"► 0 "► 7) t� i-n American Aggregates Corp. cs� 0 LEGEND CC r � Phase 3 Construction, Construct Under Traffic © Temporary Pavement Marking, Removable, 4" (White) Removable, 24" White `� WQ Temporary Stop Bar, (White) Phase 3 Construction (Z) Temporary Pavement Marking, Removable, 4" (Yellow) o DRUMS c7 ♦ INDICATES TRAFFIC FLOW -?` BARRICADE, X—B Cn ��aa�a►�uR muiuniii,�i,, CITY OF BRIDGE \�.�``�� , ..:. p,9'''%.,� RECOMMENDED 1" = 50'-07 J ��sTERF•• 0 FOR APPROVAL +� k r " > a VERTICAL SCALE DESIGNATION Co 19700124'{ DES �GN ENGINEtR DATE CARMEL NA r •• .'Q— SURVEY BOOK SHEETS '0: STATE OF ;lI //Q • �N�'ANP � ,\\` DESIGNED: DSS DRAWN: BDF MAINTENANCE OF TRAFFIC 8 of 96 %C•SS�ONA� �� LINE "A„ _ PHASE 3 CHECKED: TAB CHECKED: DSS CONTRACT PROJECT 04-10 C% Q) American Aggregates Corp. II II II American Aggregates Corp. x x > II II I I II U 111 1 y � American Aggregates Corp. American Aggregates Corp. c O O '!� American Aggregates Corp. f-- LJ �S Gray Rood 0 �n c co 0 LEGEND American Aggregates Corp. Phase 3 Construction © Temporary Pavement Morking, Removable, 4" (White) Q Temporary Stop Bar, Removable, 24" (White) DRUMS YO Temporary Pavement Marking, Removable, 4" (Yellow) rn INDICATES TRAFFIC FLOW BARRICADE, 111—B ry� frr- VI _5 \��\o�� pq,,�� HORIZONTAL SCALE BRIDGE FILE CU RECOMMENDED CITY OF .� .� -- — DESIGNATION J •�G1STE,Q f' FOR APPROVAL « 1 = 50'—O � � ~�••� O � � � � +y CARMEL VERTICAL SCALE ON • . 19700124 .�-< D IGN ENGINEER DATE 0'. STATE OF .�° NA p'•., �; DESIGNED: DSS DRAWN: BDF' MAINTENAN SURVEY BOOK SHEETS NP• • CE 4F TRAFFIC 9 of SS�ONAL E� i ''/ \\\\`\ LINE cc — PHASE 3 CONTRACT PROJECT ' CHECKED: TAB CHECKED: DSS 04-10 XW20-3 ILL J= XW20-2 �-XM4-8a E 106th St DRMA-2 DRMA-1 /� \ `XW2 - R11-2 and XM4-10(L) DRMA-2 �XW20-j 0 3 DRMA-1 XW20-2 0 e� B Woods Cree_`- I u_e _.. . Sto. 79+30, R 11-2 GO 4 Z DETOUR io" 15" '�--- o x 15 [[G_R A Y PDJ 24 x83(1) M 6-1(R)(S) z 21"X15 o` � R11-4, XM4-10(R) DRYA - 1 � HAMILTON COUNTY 0 `k XW20-3 XW20-3 DRMA-1 DRMA-1 -r XW20-2 XW20-2 E 96th St � E 96th St `XW20- � \ �-XW20-2 �`�- 3 oc XW20-3 DRMA-2 3 o XW20-2 DRMA-1 MARION COUNTY o - m DETOxy UR 4-8 ir'i��r Rf d e 30 x 15 GRAY RD, 24 CD L� Q M 6-1 (S) 21"X15 m LEGEND CD DRMA -2 T Ground Mounted Signs m Barricade Type Nl-B o� t 0 f, o� Rl N ,, % RECOMMENDED HORIZONTAL SCALE ;��\J�'•''isTE'•. '9 ��'' a a 1 CITY OF BRIDGE FILE fi,. J,�t�,;•��G RF�•��% FOR APPROVAL Not to Scale i i 19700124."_ ESIGN ENGINEER a DATE CARMEL VERTICAL SCALE DESIGNATION cu _ STATE OF :q- _ N A . 4/ � •• �N P.'�4, DESIGNED: DSS DRAWN: BDF MAINTENANCE SURVEY BOOK -�••... DIAN. ENANCE OF TRAFFIC SHEETS °\`\` CHECK 10 o f R ROUTE MAP g DETOU nnnnnnn++++ ED: ARE CHECKED: DSS CONTRACT PROJECT 04-10 - --- Revised July 2005 � ---- � �� Delete Previous Editions Of This Sheet II •r.r `. °� II `�� 'o ��+ NN w ^w g c°a �o °� • w w b °p t ^o o, a^vob►ty v �� t°�r b Zv Zv 4v T�vZbv�bv��° rO b b 5�b, bb -to `q w P, o`O 41 'vR-Q Section 8 T17N R4E h to K Cla Township + + + + + �, h R Ri 141 JAI RAI � I y W h , h huh Hamilton County, Indiana k to to II Cmax Subdivision II � 1 j 38.5 STR. N0. 36 Donald Lot 2 30"RCP _ - - - Bottamiller az N See Sheet No. 16 Lot 1 _ II II Carmax Auto Superstores, Inc. 30"RCP ___ --`---- ~- - +42.5, Cl. 111 Drive Re d. T = _ - I� +42.3, Cl. fil Drive Req.d. II 10 Temp. R/W for Grading w = 2 -- ,- +90 STR. NO. 37 I�. +15 STR. NO. 49 w = 2 STR. NO. 34 See Sheet No. 16 Tem R W for and Drainage Temp. R + 5' II Carmax Auto Superstores, Inc. III See Sheet No. 17 Drive Constr. II p. /W for Se Sheet No. 16 P +91 M. NO. 11 +10 STR. NO. 17 Drive Constr. II +75 STR. NO. 47 0, II II +15 STR. N0. 41 +15 M. N0. 54A (gross) See Sheet No. 16 +15 TR. N . 33 II See Sheet No. 16 +00, STR. N0.II 45 See Sheet No. 1 See Sheet No. 17 n I ross II ��• See Sheet No. 16 Q +00 STR. NO. 29 See S ee N . 16 Temp. �� ) +20 STR. NO. 14 See Sheet No. 16 II See Sheet No. 1 p• R/W for Grading ' 41 BEGIN PROJECT II 75' See Sheet No. 16 +50, STR. NO. 19 +20 STR. NO. 22 +85 S NO. .311 II N T mp. R/W for Grading II and Drainage A» � +60 STR. N0. 16 See Sheet No. 16 See Sheet No. 16 +15, STR. NO. 284 See Sheet o. 16 90' II a d Drainage +50 STR. NO. 4211 +15, STR. NO. 56 100' 100'STA. 50f 43.25 II ee Sheet No. 16 See Sheet WE 16 II asphalt) +70 STR. NO. 39 See Sheet No. 16 I See Sheet No. 17 2 Non Access E sement +15 STR. N0. 26 90' n See Sheet No. 16 +72.5 STR. N0. 44 +20, STR. NO. 52 J J See Sheet No. 2 No - cess Easement See Sheet No. . ee Sheet No. 17 R II 16 1 bri w l R� 0 bnd cope Akin DPo' z1c_U"i 9S _ _ _ ' _ I) _ Exist._ _ - - - - - - - _ _ _ - - - - - - - -• - \ R W .O.T 50 "A" - I) _ - onl � orce oln P.O.T. Sta. 78+78. 13 IS-96-A" �-- _--- --- -- -- - -- -- -----_ ----�,�------------------------ - -r- f-- _ - II II . concret �o cre G a ad --- ---- �� T __ T - �`�117'-Rr30 II N 00'21 13" E Gray Road ---_ ____ a l Z ^;II Gray oo - II River Ridge Road II II �- c - _ as a N 00'21'1 -- II _----- - - II (grass) IF . IW 1A1 L7 11�q II , � +50 STR. N0. 20 +20 STR. N0. 23 '� � � -- -- _ - � - - - - � - - - - - - - - - - - R/W 1 (w ds) See Sheet No. 16 - - -- _ _ _ _ ___ _ (woods NO. 46 See Sheet No. 16 I See Sheet No. 17 +91 STR. N0. 12 fl�- � `- 'r' See Sheet No. 16 I) i� � +50 STR. N0. 21 �� ..•- ' ..•• 90 STR. N0. 38 R W II _ _ _ Constr.dim, See Sheet No. 16 See Sheet No. 16 +75 STR. N0. 48 +50 STR. NO. 51 I II - - _ _ _ _ _ _ _ +�STR. N0. 30 See Sheet No. 17 See Sheet No. 17 II - - - .� See S +70 +50 STR. N0. 43 II heet No. 16 STR. NO. 40 +20 STR. N0. 5 o +15, STR. N0. 28 +85 STR. N0. 32 See Sheet No. 16 See Sheet No. 16 +91 STR. NO. 13 QII 120' +50 R. NO. 25 See Sheet No. 17 See Sheet No. 16 I ' •... III Se Sheet No. 16 120' See Sheet No. 16 See Sheet No. 16 �o I I +10 STR. N0. 18 Temp. R W for American Aggregates 5 STR. NO. 27 +75 STR. N0. 54 +75 STR. NO. 55 III I See Sheet No. 16 Corp.�' See Sheet No. 17 2 STR. NO. 15 Grading / See Sheet No. 16 +35 STR. NO. 35 See Sheet No. 1 -c See Sheet No. 16 American Aggregates Corp. I All R on this sheet to I be as shown. it I City of Carmel utility All R on this sheet taken from Line "4 Easement(15') unless otherwise noted. I) I Section 9, T17N, R4E DI II a, C/a Township yw ,� �T Hamilton County, Indiana b N Qo V) ► a0 N w r') n ► '� � �3 pct V h N w w w w `C O{00] qO ^N t0 N v5 C P.V . STA. 5 75 .00 P. .I STA 54+ 0.00 .V.l. STA. 56 EL. 739.75 EL. 740.8 V.C. = 50.0 V.C. = 120. = 1 -1 AIR PWIIIIAT 17 740.173 MUM L 9W POW 56*ff.60 M.740 +61 Plotte Above u PRORE G E Z, Rrofik E4 PnfN'171�IK SHIMMY TitM FAY + 25X 67,814 CY5 + + + N +7 STR. N0. 1 1 33+ , W Gamv►ron f�rlr aKydm 4y314 05' +50 S NO. 21 0 /pe know f-Pro 64XD 05' i Storm Se ver nv Q V. r ,r . o lnv. 28.22 ,. iD nv Str. 3 D.S. Pipe Str. 8A U.S. 0 15 of 30 Pipe g0.n 261 of 30 Pipe 00.5X 16 of 30 ie ® 0.3.� o / e 0.40.E 0 4:0 Jox +50 0i Z3, -732T CD 67 1pe Profile 'tch Grade L -7zK in r� Plotted 15 Below D tum + Profile itch Grade t. 51 00 52 00 5.3 00 54 00 55 00 56 00 57 00 Plotte 15 Be%w tum 58 00 59 00 60 00 61 00 62 00 � 9/24/04 - Adbbd Easement for City of Coimel l/tility, 63 � , Added Face Albins Along 961�i Sbwt on Q6 I ^ ... 3 10121104 - Removed Ranch Drain, Added Pipe �►: �,. ( 5�M) and Special Dutch Grade ^ "� ^ "� 00 03 o) Catch Bolin SYr. ^^ ^ �- ^ ^ ^ ^ ^ ^ I 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+ Revised July 2005 00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 m 3 SE co. &kk Center a cur 'X' E cut "r s cut E Slyn 'forinN� A'KS' '� �i Alog W-S/de AAag N SYals PMP R/IY arker Annum ,fib -Ralf Aluminum •x• N -Bolt Num/num pwp 1.Ud U Cut P Ra6ar M Alan f 12-» - HORIZONTAL SCALE Pble Base -Bolt Aluminum Pole Base Q;r nN�yrgrrri � Pole Bose '4� PK w Box Found 21004 1.ud to �� R ��4�i BRIDGE FILE P1K w $r 5 PMl w Prr w , lAa�►oar _ ,_ M set d- / 9 a�. ash / J�,.,•. A,9 %y�� RECOMMENDED , CITY OF 1" - 50'-0" (srE' FOR APPROVAL 50 E waahsr mde 13,5 Harrison Alan �4�' PW M--1an1 ,`�!:Q�'G RFO':`P�= VERTICAL SCALE PIVP fa172 e f11-172 1 = ESIGN EN INEER ATE CARMEL LE DESIGNATION o B„ 11j-174 9 , Found y 24 UP ,16 ' A :19700124: -�= n cut •x' s �• _ 1 = " PIK W `t = STATE OF 5 -0 q Top Hut Of • hWrison Abn�' s 172 � x' H -�'�"w � '� � � w/� � � w w � s DESIGNED: HAB DRAWN: BY � � �T SURVEY BOOK Pole Base -Bblt Numinum -Batt Aleminum P� SHEETS Q Fire Found �' 1?-172 A -6b/t Alemb�um fMr►isan ilMn Nf slide Ahg W-Side Alag S-Side Akq w Stair 12' Alag SW Sbte 1B' �g ENO I ANP:'• ��` 2 Pble Bass Found Pale BaBe l z{ Pole Bye 1B' ask 1.aio• fo' o 1.od tlP oak 1.ar ,. a y,,, �,� AND PROFILE 11 A of 96 i SW Cor SE Qtr Sec 8 T1 7N R4E SE Car SW Qtr Sec 9 T17N R4E S r 8 T15N fj4E " � p ,� %ry,SSIQj�;q�E`��•� P.O.T. 5o+00.00 A O.P.O.T. 53+64.60 A (0.33' Rt.) P.O.T 60+00.00 A rr"inlimmunfe�a��" �� CHECKED: MAR CHECKED: HABN�j uA» CONTRACT PROJECT 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet '6p '� so ?.� Zo Q Qi 3 3 �� S cTs Cam! h , . to � b, o �� ^ b� ZV � `V�Ib ,� ��„� Qznb'b�� Q t Zvi 4V 'ir �^°' 'Zp 'hZV'�c� ZV ZV ZVtV � ; � . n,*� A, 'b � b 10 � �°� R � ^ �� ^ °��{�b b � ao� °r4 � °j�� ' �^co C' ^ t.� � .� b, °a ap b �Ni "t. °.°� �-� � � bo� ►� 1�bZob 4° ,h ^ �O �� On1^ O$ �h DO ^ DO . O . tp ip I h h 6 ip tp o,N °o� b,r3 ..� o .�.. 'o 00 ^ .� O h hh Cp �0 �Oj. O" tD O ^ 01 N h N 6 "� ^Oj^N .r.'�(V gj 00 c� O o$ $+°$►�°� + N + ++�+ NNE $+ + ^ + h + �' ^ ,� �^ �' + ^^ * ^ `�° + :g `$ •+o+ �`: �R+° +� R*' A $ North Haven Subdivision E +58.3, Cl. 111 Drive Re 'd. ��, �.. North Haven Owners Association Section 8, T1 7N, 1?4E o v w = 21 a Cla To wnshi +15 STR NO. 98 American Aggregates Co . 1 QW 4° Block D Ingress/Egress Easement +90.0, Cl. 111 Drive Re 'd. Lot 1 y p .c See Sheet No. 18 3 W o Hamilton County, Indiana P.I. 76+2A62 +49 STR. N0. 99 1 (gravel) o +25 STR. N0. 57 Common Area Bock A w - 14' " " 3 See Sheet No. 17 +46, STR N0. 71 m +99 STR N0. 74 o See Sheet No. 18 +83.5 Cl. 111 Drive Re See Sheet No. 17 See Sheet No. 17 +15, d = 00 09 53", Rt. �o •, 0 Donald Bottamiller I o •c +15 STR ND. 61 STR. N0. 79 CP Morgan Communities LP •o See Sheet No. 18 North Haven Apartments LLC °`' �' Temp. R/W for ,� +09 STR N0. 73 (No Curve Run) `' +80 STR N0. 97 w = 3 MWO6 See Sheet No. 17 +15 STR. N0. 67 Drive Constr. q; See Sheet No. 18 I I Temp. R/W for o �u c See Sheet No. 17 +90, STR N0. 77 +15 STR N0. 90 +05 STR. N0. 59 See Sheet No. 17 0 � Temp. R/W for I Bridge Constr. T e b See Sheet No. 18 See Sheet No. 18 o +80 STR N0. 95 I 9 ry See Sheet o. 17 +55 STR N0. 68 (1 brick wall z I +40 STR N0. 85 a See Sheet No. 18 rive Constr. _ _I +18 STR. N0. 101 +15 STR N0. 69A +15 STR N0. 77 +50 STR N0. 82 +85 STR. N0. 62 See Sheet No. 17 See jheei No 7 80' (1' bri k wa See Sheet No. 18 See Sheet No. 18 See Sheet No. 18 + e STR. No.. 91 I +00 STR. N0. 93 � �ee_S_'hheet No. 18 See Sheet No. 17 ' Non Access E ement o +25 STR. N0. 87 See Sheet No. See Sheet No. 18 +14 80 2 N n Access Easement (asphalt) See Sheet No. 18 85 0O O 85 grass 70 +14 +5 __ _ Exist. R W`�5- or 'nail' a e Eo a ent a ° ° ° h Exist. R/ +f 53 R/W R/W NIF `` - xis . hold ., � 60 gross) 60' - - - - W 'c rass ri ro �°. woods +70 STR. N0. 65 0 N6-75-- 0. 80 o. See heet No. 7 See Sheet No. 18 �� See Sheet No. "« - x x x r GQv Road R ° Line A" (Section Line halt]Line ---- - __ Gray Road ______--- p (gross) o --- rip rap) (grass) --` 12"RCP rass 1A1 141 X W - - - - - - - -/ - - - - - - - - - - - - - - - - .._ - _ - - - _ _ - - _ - - - - - - - - - - - - - - - - - - - - - - - � � 60' /W w ds - - +09 (woods) +35 STR. N0. 58 +85 STR. N0. 63 +60 STR. N0. +20 STR. N0. 69 25 STR. N0. 76 +05 SIR N0. 78 \+60 STR. N0. 83 +40 STR. N0. 86 +40, STR. N0. 94 +58 R/W See Sheet No. 17 See Sheet No. 17 See Sheet No. 17 See Sheet No. 17 See Sheet No. 18 See Sheet No. 18 See STR. N0. 81 See Sheet No. 18 See Sheet No. 18 See Sheet No. 18 R W � I +09 +40 STR. NO. 66 +75 STR. N0. 72 See Sheet No. 18 I See Sheet No. 17 +80 STR. N0. 92 +00 STR. N0. 96 ��$ I 75' +05 STR. N0. 60 See Sheet No. 17 See Sheet No. 18 I +25 STR. N0. 88 +15 STR. N0. 89 See Sheet No. 18 �18 STR. N0. 102 See Sheet No. 17 See Sheet No. 18 See Sheet No. 18 I See Sheet No. 18 i +49, STR. NO. 100 asphalt) See Sheet No. 18 +835 Cl. 111 Drive Re 'd. American Aggregates Corp. w - c Temp. R/W for W ' Drive Constr. American Aggregates Corp. ONO T 17N N � Secti on 9, R4E �� ^ � IQ 'b, �bbf� b :y. t� :r 'bo Leo N r Wi� h .� �•�� Clay Township �a b � b a�IN� N Hamilton County Indiana ^ �� h ��oM �, y o ti N � All R on this sheet to be as shown. � ^ ^^" N N � All R on this sheet token from Line "A" � is t+8 k k;t P AM IV Ili unless otherwise noted. 7 = 120. V C. - 1 740 - 740 + , +55 S 30 STR - - _ IG'D.- 67- 69A +05 S W. N0. 61 777 f W4' nv. Inv. 735.39 734.48 Inv. AM E- w 730 of of 0 + 7JO o 1pe Ipe pe Pipe o Ipe ° + . co Ad N of Q • O u� Inv. 736. o n 61' of15" ie00.2X . 0 0 70 7 (U 0 00 65 00 66 00 671-00 68-400 69 00 70 00 71 00 72 00 73 00 74-400 75 00 76 00 77 00 78 00 79-400 80 m 0 UN ... o r n ► ► ^ ^ !- mot• r� el- r� n d- ^ ► ► ►� ►� L() 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 m 3 75 10121104 - Removed french Drain, Added ' _ '�°l' �' a T7c Gab Removed HORIZONTAL SCALE BRIDGE FILE t S-walk PK 'r Guts / DltCh Grade way Ater bon Pbs /27 Post Post ```\��a�a�ummna�ai Speda F �� R • A %� RECOMMENDED CITY OF 1 = 50'-�'I �.�• !r `^ ` s �r' c�;�' °'"'a r� •1�,GISTER .;9J'%% FOR APPROVAL _I 10� VERTICAL SCALE DESIGNATION Gray Rd :� =��•� `f' DE PI ENGI EER ATE CARMEL M n _ 19700124:�_ 1 = 5 -o CD �'�,,• � �"0�. STATE OF r SURVEY BOOK SHEETS C � Marl W/ Rebw found ae P•�. DESIGNED: HAB DRAWN: 2 of 96 Revised July 2005 "`° • r�o nwt •••..NpIAN•. � BDF PLAN AND PROFILE ,,� ra fir Found �,,� P.O.T. 70+00.00 A t y� �/ ��`` W-1 I " " Co or r Sec '��gryplp��p q�� ```� CHECKED: MAR CHECKED: HAB LINE cc CONTRACT PROJECT 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet bl C�4' ' 1 NNNN "lc! NoN ZV O Section 8, T17N, R4E o a0 �N V N N oN^$ tiry � �^+ N Clay Township ^ N ^� 04 Hamilton County, Indiana + V IL ++++ 00 ao ao aoo0 American Aggregates Corp. American Aggregates Corp. 12" ubber Pipe ` Temp. R/W f r +47, STR- N0. 124 Bridge Cons t American Aggregates Corp. Q +00, STR. N0. 115 American Aggregates Cor . See Sheet No. 20 +15.5 STR. . 104 � 6/0' °°� �I +00 +75 STR. N0. 110 See Sheet No. 19 P See Sheet No. 19 "All 0 +57.5 STR. N0. 106 See Sheet No. +25, See Sheet No. 1 +00 STR. N0. 116 See She No. 200 +56 II +50 See Sheet No. 19 +47 STR. N0. 125 +08.1 STR. N0. 103 100 III W +48.5 STR. N0. 107 +00 STR. N0. 111 See Sheet No. 20 See Sheet No. 19 ' /T- _ See Sheet No. 19 See Sheet No. 19 +50, STR. N0. 113 +50 STR. N0. 118 (woods) See Sheet No. 19 See Sheet No. 19 I I +00, STR. N0. 122 (wo ds) I I See Sheet No. 20 i _Le a / / T-- "Rijhh,-r Ping (2) - - - - - - - - - - ! � _ - _ - - - - - - - - - Exist. /W _ x x x x- x x x X-------G-x x x x x x x x x X x x x x x x x x x ro K036 I 1111 w - - - w - - - - - - � -. •+rte- 60' R/W - +0 �'N � ` +00 S1R. N0. 109 woods R/W `j/l�l +00 ( ) woods +50 STR. N0. 114 +50 STR. N0. 119 (wood R W �, /iii See Sheet No. 19 +00 STR. N0. 112 ( ) See Sheet No. 19 See Sheet No. 19 +08, STR. N0. 105 QQ//� m See Sheet No. 19 +00 STR. N0. 117 +00 STR. N0. 123 See Sheet No. 19 � +57.5 STR. N0. 108 + 5 S N0. 121 50 4-1,11,11 � r � � See Sheet No. 19 See Sheet No. 20 �i 50 1 See Sheet No. 19 American Aggregates Corp. See Sheet No. 20 Za, 100' \� I Temp. R/W for American Aggregates Corp. r \ Bridge Constr. +47 STR. N0. 126 Hamilton Co. Bride No. See Sheet No. 20 . a. 81+82.75 -A- American Legal rai Easement � Aggrega s Corp. 1 "S el 1 � _ 1 o NN R on this sheet to be as shownk , i `lest / All R on this sheet taken from Line A � � W unless otherwise noted. Section 9, r17N, R4E � � �� ,� � � � �' � � � �c � � � � . I 'b� '6ob 'b o °° ry � � / $ �1' � � ��- � Clay Township too-'! {t�� o "Cd � W N� Hamilton County Indiana •+ NS�) t5 a0 w w a. w(fj.G w�j �w r.w w �j w v.w M N , �v y�^ p pqp^ o W .. o { p pq ► AN N"42 p p� y� 4 ^ry 4 N�O �6�l5 �� O^ �� F 1� ^ ^K N ,Q`7�"o N"i r� vi �i u -' �o o� ' �3 `a `OF' ^ is R w I v� ^^ g Q 1 � '-Ito � `� (c�(o(��°�N avS ypo{ '� �� g o °.° � � N ^o � ►� Q0 00 ao 00 00 444 a4��! � 444 �`� �� `�� ao �� ao � ao ao a0 ao ao m P.V.1 STA 82+00.00 P.W. STA 85+00.00 EL. .94 EL .94 V C. = 120.0 V.C. = 120.0 14Q & 464 Pawn Exce tion So thbound 750 Baq- 1nW 7"39 HM PW LOW POINT-E 744.78 A 'FAN ...-.- - xis /ng Pro me e _ - 4 0 W I n Q u N V u d +47 STR. N0. 124 SM INV. F20 7JO Q; CD ' In 739.4 CD V. 737. 8 nv. 738.44 0 In R. CD nv. o e Below a um , m p ,� ,► IV C) m cy; F4 ;4�lei N a? h �}- eF ►� N o� O �1' I� 1� V' t� ►� V' e1' ^ eh ^ .� .� . N h Op eF �o cp cp , p� tri Ln AW 80+50 81+00 81+50 82+00 82+50 83+00 83+50 84+00 84+50 85+00 85+50 86+00 86+50 87+00 87+50 88+00 88+50 89+00 89+50 90+00 90+50 914-00 91+50 92+00 92+50 93+00 93+50 94+00 94+50 95+00 95+50 96+00 o) 9124104 - Added Storm Sewer Pipe £s,;,,, Found RR ft Nab' W/ 0i k� PNr 1�1�3-B *ke am up �, Washer Wt \```\``�`��auwR nuauia„�� ,' HORIZONTAL SCALE BRIDGE FILE �� '%, RECOMMENDED CITY OF `d/3%5 - lnduabs North Storm 1��• /21-1'"'3 a �',�. �' k*-. *o- ,/ 1 = 50'-0" i Rd Rd `��J•��, �STE Fo,•r. FOR APPROVAL ' 6 CARMEL VERTICAL SCALE DESIGNATION CD Obted 6121105 ' C/):19700124�� IG ENGINE DATE 1" = 5'-0" CU Alog Na# W/ ti STATE OF Revised Jul 2005 T �NO�ANP.:' HAB DRAWN: BDF PLAN AND PROFILE �g S DESIGNED: SURVEY BOOK SHEETS Q W-Sdde 18' Twin Aak � • J ✓ Fain rype Fe►�,e 1,�' Uak T00' u 1.00, up ' •• s` 13A of 96 P.0.T 80+00.00 A P.O.T. 90+00.00 A S�ONAI' " " " '� ��hipu�NUU�ui`��````�� CHECKED: MAR CHECKED: HAB LINE "A" CONTRACT PROJECT 04-10 Zvi JUN IZOO5 X55 Section 8, T17N, R4E O Clay Township Cd Hamilton County, lndiona n IL 0 w w I I American Aggregates Corp. American Aggregates Corp. +00, STR. NO. 127 +38 STR. NO. 133 +56 STR. NO. 134 ee Sheet No. 20 See Sheet No. 20 See Sheet No. 20 END PROJECT Equation: STA. 99+52.J4 `PR-A" P.C. 97+76.34 "A" = P.1, 98+6345 "PR- " I P.C. 97+76.34 "PR A" +75 60' +75 d = 18'00'00'; Rt. RIW 60' +00 END INCIDENTAL CONSTRUC770tV 7/ 416— R1W ist. W STA. 100+12.30 "PR A" x R X --X X X X X X- • P. 10 +74. 19 asp Line "A" (Section Line) rass) G - G W - W - W ' W 0' RA Gray Road +78.5 +00 STR. NO. 128 P T 9 " - „ I See Sheet No. 20 Exist. RI +56 STR. NO. 135 American Aggregates Corp. See Sheet No. 20 American Aggregates Corp. ® SURFACE MILLING CURIE DATA P.I. 98+6345 'PR—A" A = 18'00'00'; Rt. I D=10'25'03" T=87. 11' I •� L=172.79 Section 9, T17N, R4E Line "—A % R=550.00' Clay Township `� TO Be Constnxted 11 11 va Hamilton County, Indiana Z? a E=6.86' N e= N.C. All RIW on this sheet to be as shown All RIW on this sheet taken from Line unless otherwise noted. 0C on 0 . . . 1.0 — _ xis /ng ro e " " w Q 0 Ln Q� 0 Inv .7402-4-Z d' 0 0 0j 0 Q� CD gen, " m CD ^ N o ao o O 14 it I it Ln li 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+50 100+64 CD 9124104 — Added k*ts and Storm. PMP >�7 B Ball furs N- cv Sewer Pipe, Added Incidental "�°`°"� � rop Nut • PK Abvd n Alan ar� CD � ` Fire Found Found `\a` �/,j/' Conskm6on f� �� HORIZONTAL SCALE BRIDGE FILE �+� �,, ��` N A V. RECOMMENDED „ Cor, �-ram ��. 1K Fain AE� � _ � a, RK $��,•..... q �,, S ,6 2i CITY OF = .A. J 'rER�o••J,�; FOR APPROVAL 1 50 -0 Lk►s `A` / 197513 Q 1d Gp Set X' N-lain SSiA'/ AK 5B V.19700124*."n�! CD a� _ in S-� to' st ;S Y 01ar1r ESIGN ENG EER DATE CARMEL VERTICAL SCALE DESIGNATION Q S-8bund QV Rd IAabar Nth w 51* road 1� 1' c► pN pNp STATE OF DESIGNED: HAB 1 5 0" q U.C.EA cap Set IRe w Found 24-14 B 1.A0' A Q Lo w/• �, • !vo�ANP.•' �� DRAWN: BY AND PROFILE SHEETS Me Grp Fh W PW PLAN SURVEY BOOK Q P.O.T. 100+ " �� /1YA . 96 00.00 A NE Cor NW Qtr Sec 9 T17N R4E NW Cor NE Qtr Sec 8 T17N R4E '''��i//11111I"'1,,,111��````` CHECKED: MAR CHECKED: HAB LINE uA» CONTRACT PROJECT 04-10 Z I _ L , x Q) W ( I a 0) Ixt LN A ► - uj of of N c aC d of ") co O of a0 O p of N d uj of ao m ro � oo 'o�ao Q Q do OD ao o ro Si 1 I I (woods) r I 1 1 w 1 r C +60, STR. NO. 129 American Aggregates Cor . +40, STR. NO. 130 +30, STR. NO. 131 +10, STR. NO. 132 �. P American Aggregates Corp. City of Carmel See Sheet No. 21 City of Carmel See Sheet No. 21 (landscaping) See Sheet No. 21 See Sheet No. 22 Y • -- Utility Easement 15' (woods) Utility Eosement(15) " _. = 12-Force Main Y eQ ) (woods) 12 Force Main ------ • 1 RC (gr ss) X/S . CP 12 a. C R Cx-16" Force Main -------------------- -------------------- �� ----------------- _ 1 - �I - _ - _ 16" Force Main A ---------------------------------------- Section Line — 96th Street 'n "--96 A 96th Street N 89'5312 E T P.O.T Sta. 78+78. 13 "S-96-A" (conc.) __.-__- _® I _ ll _ - 7 _ I- --�- ._ _ _ _ ... _ - _ X11 - y (gross) ; I (gross) v 18 RCP , _ o — — -- lam' - - L: �; (grass) (cone) - _I_ - - T - N� 12"RCP -- _ F -- APP. Exist. R P A�D� Exis t. -RlW - --- 18"RCPT �� R�{N - J RIW e R� Parking rass Easement - o, R�, ert A. R e; et al. River Ridge Crossing, LP Parking Easement Century 21 at the Crossing i +20 f i- �Qp' 12" � , RCP- (pond) 6. 1 Syd. of Revetment Riprop Req d. er Ridge -6'� sing, LP (pond) 13.3 Syd. of Geotextiles Req'd. i LU 68 �k lol a0aoao�ppv� a� �o ao : m :r:r�� anob� rc*1 co 0f O V to N ) 01 Of � h O O N N C40 Oo+i�+o�+i N+No+iNo+i N+"Oo*)i 0+i oabi + + N N^ Q) � N N,— M_ "1� 6 opph oi 0 h ;%Z0 h -11o: 1 1016,i 01 Rcpp N N p+N at O+ ----- --.__ ._. - - -- -- +60--- TR.- NO. _129 ------- --- -------- --- --- ---- - _ -- --- -- - - .__ - - - __-+40- - TR: , 130 - - —I.JO,-STR. N0 . 131 - - _ - +l0� N0: -i3� - 750 __ _ -_ ___ _ _ - _____ _ --- ___ _ _ -____-- - -_-_ _ __-_ __ 750 - -- ---- --- --- . --- n k ---------- ----- _ --- -._._. -- 2 _ - ----- -- ----- ---_ . 97 qnyj-- 724.07- - ----- 722.92 --- --- - --- - 4� - - -- - 03 T6". /pe-�._ _�._ _ 290' of-36" _Pipe =0:4.� 280 of 6 Fpe 6 0.4 -.L-..-.L!- ftt d 25' 7bove &4 above datum) fttted 25' above datum.) LQ - r1v._ 721.82 ----- ,-�8-F78.-1 - S 964 End Incidental Construct n __ 577. M+2 00 -- -96-LA E- ------ --- ---- --- - ---- - -- _ - - --- -- _ - _- - _ - - - _-_ - _ _ _ _ _ - -_ _ _ - - _ — — - _ - _ — - - -�- - _ _ _ - 4 c� — — — r LLJ is . an/ a wer CD 5 ry e In _. V. 730.20 nv. 721. 14 � --__------ - rotted at Dat m (Ptatta --t0 Above_ tum) - 0 0 CD ------ -------- 0 op o� O N N N N N N I ) N O O N N N N �� co Qo � � o o o 0 0 0 0 c� o o ,v o 0 0 0 0 0 0 0 o co o 75 1 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 n i m - 75 9124104 - Added Easement and Force Mains ' Rj to 96th Street Added Out/et of Storm ``��" R ��"'� �rTmV O F HORIZONTAL SCALE BRIDGE_ FILE ��• A �''b%,, RECOMMENDED ., CITY 1 1" = 50'-U„ J�;•'G�STER 'qJ'�° FOR APPROVALW " VERTICAL SCALE DESIGNATION cl Sewer to Profile „':'��" F°�'• s = CARMEL ,� - 1 = i 19700124: DESIGN ENGIN ER DATE 1 = 5'-0" - - o - — / � STATE OF % :.. DESIGNED: HAB DRAWN: MEW PLAN AND PROFILE SURVEY BOOK SHEETS P 96 Q % CC�_ 01 AN.� �� "S-96—A" CONTRACT 15A PROJECT i CHECKED: ARE CHECKED: HAB LINE 04-10 ———— Revised July 2005 ———— Delete Previous E ' ii Editions Of This Sheet I � o �o I I Section 8, T 17N, R4E II Clay Township II Hamilton County, Indiana I it II can I II � aE II W II ,8 Carmax Subdivision II II Lot 2 —_----_—_-- ----_ -__ N �3 30"RCP --'--- Lot 1 --- - -_- 30'RCP - II +42.5 Cl. 111 Drive Re q' -- ----------- II w - ,0 __ ___--_-----_ -- il II II +70, STR N0. 41 I I I an o e - an II Carmax Auto Superstores, Inc. II +85 ST14 0 Cormax Auto Superstores, Inc. of 30' Pipe Req'd. II \ +91, STR. N0. 11 N . 33 I I n e -10 and W- I I an o e o-n-F�QW of 12' Pipe Req'd. II of 30' Pipe Req'd. +70, STR. N0. 39 \\ a I I Temp. R for I I +85, STR. N0. 31 Catch Basin K-10 and 7' +20, STR. N0. 14 P• � of 12' Pipe Req d. Drive Constr. I I 1 e - on o +10, STR. N0. 17 +15, STR. NO. 28A I I 7' of 12' Pipe Re 'd d +90, STR. NO. 37 I ��\ 12" Pipe Req'd. Inlet - an o on o e - on P q n e -10 an o +50, STR. N0. 42 II \\ 12' Pipe Req'd, of 30' Pipe Req'd. II +38.5, STR. N0. 36 12' Pipe Req'd. n an o +60, STR. N0. 16 it le Pipe Catch Basin Req'd, sphalt) 12' Pipe Req d. — +50, STR N0. 19 +20 STR. N0. 22 \\ In/et E-7, Connect to +00, STR. N0. 29 � II I I r Existing Structure lye - '- an net - 0 an o +15, STR. NO. 26 Remove Remove 12 Pipe Req d. 12' Pipe Req d. Catch Basin K-10 and Inlet - an o 12 Pipe Req d. II �I I II J 2 Non Ac ess Easement 7' of 12' Pipe Req'd. _ _ _ _ _ 2 Non Acce s Ids t I( dscape_aint., Drainage Utility Easement ` _ - - - - - - - - - - - --(5�ass) _ _ - - - _ - - - — - - - - - - _ — — — H 15 1 Landscape M n , roi age do tilt Easement - - � _ Y E - - -- __ II aft)(asp I r � — ; ; 8"SonitarForce Main -c.•s _ •m:s - —m=_:'_.''�sr� -��-a�=: I = ; �aaYWn .SaI.V. � . .a- _a .ss s: ss•®. .- .ss .ss II 1 _ __ / - I + II one - - -- ___ __--_ T d, T T N I _ it , t - a.� a r� a a� o �. II E CN 7f Gray Roo _W - _ _ "' n n 1 zv N N 00 1 3 -� -w-�- Y - P Reqd- II u �- Gra Rood 6 IYT _4U 1z II c _ c ------- -=— ---�- __ c _ c _ c _ _ _ _ - I �v asphalt *O Line 'A' Section Line c c K b l c �;. c c c - 'b b 15, N II T AN MEN II a II -� Nippon, — —60' R1W - - - - - + (gross) -� '\ X _ - - - - - - - - +10, STR. N0. 18 - - - _. - - _ - - - - - - - - - - - --(wvods}- II ao 1 +50, STR. N0. 21 +20, STR. N0. 23 .�. ^C II r0 + Inlet - an of an o e - on - _ - - -- . � '� oppoppow II 1 12' Pipe Req'd. (woods) of 30' Pipe Req'd. 12' Pipe Req'd. o +15, STR. NO. 27 _ - - - _ - _ _ _ - , . .� a +50, STR. N0. 43 swoop - -- n e - on o II I - - - - - - +70, STR NO. 40 12' Pipe Req'd. II .c II 1 +50, STR. N0. 20 © +50, STR. NO. 25 7' of- 12'�Pi a Re d P q +00 STR N0. 30 Catch Basin - and le Pipe Catch Basin Inlet - an o +90, STR. N0. 38 Inlet M-10 and 68' of 12' Pipe Req'd. 11' of 12' Pie Re 'd. +15, STR. N0. 28 ,� Inlet - an o of 12 Pipe Req d. P q Manhole - an 12 Pipe Req d ...• +35, STR. NO. 35 12' Pipe Req'd. of 30 Pipe Req d. •�- +85, STR. NO. 32 Inlet - an of In/et M-10 and 68' 12' Pipe Req'd. - - - — '� - - - - of 12' Pie Re 'd. P q II I II +20, STR. N0. 15 II I II Inlet d-10 and 26' 12' Pipe Req'd. o Temp. R/W for II i II Grading American Aggregates Corp. ►- I) I I +91, STR. N0. 12 w II I II Catch asin -10 an 7' of 12' Pipe Req'd. +91, STR. N0. 13 o I I it Manhole - an Lh Il I II of 36" Pipe Req'd. LEGEND / �K HMA for Multi-use Path i.n I II C QC QA PCCP, 10 in. C) II I I) 165rY Sys. Surface, Type A on II I II II I ( C, PCCP for Driveways, 6in. on 275 Sys. Base, Type A on CD II I I 6 in. Compacted Aggregate, No. 53, Base 4' Compacted Aggregate, No. 53, Base I i I i BEGIN PROJECT Section 9, T1 7N, R4E D� HMA for Approaches, Type A UT Topsoil, 12 in. II I « » Cloy Township 165# Sys. Surface, Type A on 15 Concrete Curb and Gutter I I STA. 50+4325 /`i Hamilton County, Indiana 275 /Sys. Intermediate, Type A on 0 8 Compacted Aggregate, No. 53, Base 0 Concrete Center Curb II I II m II II HO Curb Tapers in Height From 6' to 0' in Lost 5' © Sodding 3 II I II O Curb Ramp, Concrete KO QC/QA HMA Pavement II I I City of Carmel 1651 Surface 9.5mm on Sys. QC/QA HMA, 4, 76, (Type Indicated by Letter) i I 275Sys. QC/QA HMA, 4, 76, Intermediate 19.Omm on II I Utility Easement(15) 330 S s QC QA HMA, 4, 76, Base 25mm on -P II I I 300 y. HMA I I I II 0 S s. QC QA HMA, 4, 76, Base, 2 5mmmm on 44 Q II I I1 /Y / o) Cd 3 9124104 - Adbbd Eogement and force Mains, Adjusted Legend /toms i�i,,,� HORIZONTAL SCALE BRIDGE FILE CD �a� !�G R.:RA,y RECOMMENDED ..1 ' , CITY OF 1" = 30'-0" 9/,3%5 - Changed SYr. ?5 To Ape Catch Bolin s�J:�, �srE.� FOR APPROVAL I d� VERTICAL SCALE DESIGNATION i C/):�19700124:�-<= DE IGN ENGINEER DATE CARMEL Q s'O' STATE of Revised July 2005 �j�� i P:.'� s SURVEY BOOK SHEETS DESIGNED: TAB DRAWN: BY S q -�i �`''•"��p:N•• ,�� CONSTRUCTION DETAILS 16A of 96 CHECKED: ARE CHECKED: TAB LINE "A" CONTRACT PROJECT 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet IV AMM- O Section 8, T 17N, R4E Clay Township Hamilton County, Indiana +09, STR. N0. 73 II Manhole C-4 an +70 STR NO. 544 (I of 18" Pipe Req'd. Pipe Catch Basin, 1 and II +99, STR NO. 74 1 rRCP Donald 19' of 12" Pipe Req'd. Catch Basin -10 on ----_==___ -- -i--------- Bottomiller II 18' of 12" Pipe Req'd. o II +75, STR. NO. 56 p m II an o e -4 ate- II c +42.3, Cl. Ill Drive Re 'd. of 24" Pipe Req'd. II Block D II w 1 II c II , +75, STR. NO. 54 +75 STR. NO. 49 +06, STR. N0. 75 a II Manhole D-4 and II Catch Basin K-10 and �' II E � c Catch Basin K-10 and II of 30" Pipe Req'd. 7' of 12" Pipe Req'd. ii 40 +05, STR. N0. 61 9' of 12" Pipe Req'd. Ingress/Egress Eos ment c II a Toss Donald Bottomiller II 3 �° of anho 24" C-4 and CP Morgan Communities LP Common Area B/o k A II +75, STR. N0. 47 .�- (gross) -. +559 II � o +46, STR. N0. 71 ' y II Catch Basin K-10 and Temp. R/W for (gross) 145.0 II 22'cof 12"n Pie Red +90.0, Cl. 111 Ori a Re d. II r of 12" Pipe Req d. Drive Constr. II ° +55, p q STR. N0. 67 58.3, Drive Re d. II II o W +05, STR. N0. 59 an o e - an _ oc I) o Catch Basin K-10 and of 24 Pipe Req d. +30, STR. NO. 69A - 1 c II +72.5, STR. NO. 44 b, `� 4 of 12 Pipe Req d. Manhole - an Te R for o II 18" Pipe Catch Basin Req'd. j� �' +55, STR. N0. 68 of 18" Pipe Req d. /W z v�. Planter Reconstructs Drive onstr. Catch Basin K-f0 and I II +00, STR. N0. 45 +50, STR. N0. 50 +20, STR. N0. 52 o (I +85, STR. NO. 62 +70, STR. NO. 65 " See Detail This Shee n e - an o _ '� n e - an o Inlet -1 an o 4 of 12 Pipe Req d. II " Inlet an o n e - an o - - -� +25, STR. 0. 57 II " " ' Non Access Easement (1' brick wad II 12 Pipe Req d. 12 Pipe Req d. 12 Pipe Req \ n e - 5T II 12 Pipe Req d. 12 Pipe Req d. II (1' brick woN D 12" Pipe Re " . _ / \\ II 5' Drainage, Utilit & Landscape Easement W ' J - C ��"l�- ter- T -- T -- T T _ T - - _ _ _ _ K _ - X%5 �- © Remove---II o (grass) G t C� G © o I + © (gross) + 1 1 as alt ._____ .._.__ _,� s- .mms- .:- _ -was=a-c=:s==asp._:=_• . moo. -a=_- s a=- .==a = -- . =s 15 +39 STR. N0. 70_ K (gross) K b ,b i . Catch Basi K-10 ar�d o .� --- -— 15 N __--- -- 2 , N 11 of 1 Pipe Req d. 0 N 00'21'13" E 6 T 6 T N o 41T (asphalt) N b 'b 'b K Zv ,�� bo i ,� �. i .�, ray Road bo � 15 N (gross) N +41.7 15 (gross) ----- �- -----(gross) U/ IN 1A1 JAY A1 JAY JAI Constr. Limits_ _ _ -- - _ _ _ - - - ko O / _ 60 R + 60 0 STR. NO. 53 + `D °�° \+85, STR. NO. 63 +60 STR. NO. 64 +20, STR. N0. 69+2 + + � +40, STR. N0. 66+00, STR. NO. 46 +75, STR. N0. 48 +50, STR. NO. 51 +05, STR. NO. 60 _ _ _ + Inlet - on o Inlet an o Inlet an o � Inlet on o Inlet - an o Inlet M-10 and 68' Inlet - an o " " " Inlet M-10 and 70 " 12" Pipe Re 'd. " f2" Pipe Re 'd. 12 Pipe Req d. Inlet M-10 and 6B 12 Pipe Req d. 12 Pipe Req d. of 12" Pipe Req'd. 12 Pipe Req d. P q of 12 Pipe Req d. P q of 12 Pipe Req d. 35, STR. NO. 58 +75, STR. NO. 72 Inlet -10 and 57 o Inlet M-10 and 12" Pipe Req'd. 83' of 12" Pipe Req'd. +75, STR. N0. 55 Inlet M-10 and 68' of 12" Pipe Req'd. w American Aggregates Corp. LEGEND Q . . � Match Existing © QC/QA PCCP, 10 in. �K HMA for Multi-use Path 0 165# Sys. Surface, Type A on CD " C, PCCP for Driveways, bin. on 9'-2n T 6 in. Compacted Aggregate, No. 53, Base 4? Compacted ed A Type ate, No. 53 Base American Aggregates Corp. p gg g xt 8'-0" C j� D) HMA for Approaches, Type A CD � T Topsoil, 12 in. � �� 165# Sys. Surface, Type A on � .� 275 /Sys. Intermediate, Type A on 15 Concrete Curb and Gutter Co Section 9, T17N, R4E 8 Compacted Aggregate, No. 53 Ba ©2 Concrete Center Curb T Clay Township 0 15 Hamilton County, Indiana O Curb Tapers in Height From 6" to 0" in Last 5' © Sodding OQC/QA HMA Pavement Q Curb Ramp, Concrete °' R RE N N 165# Sys. QC/QA HMA, 4, 76, Surface 9.5mm on Type Indicated by Letter) 3 Scale: 1 = XT 275Sys. QC/QA HMA, 4, 76, Intermediate 19.Omm on �° Contractor to rep/ace plantings to 330�Sys. QC/QA HMA, 4, 76, Base 25mm on match original conditions 300 Sys. HMA, 5, 76, Intermediate, OG 25mm on d 440 S s. QC QA HMA, 4, 76, Base, 25mm n� Q i o� 3 9124104 - Adfinted Legend /tams `a o 10121104 - Renwved French Drain, Added Pt °��\`"`"11"1RI""/,//�� CITY OF HORIZONTAL SCALE BRIDGE FILE .� ,...:.. A °�, RECOMMENDED 1" = X-0" h Rosin SYr. 54 and ' l Dutch �J�:��sreRF'gJ' $ to a _ FOR APPROVAL 1 I IO VERTICAL SCALE DESIGNATION 19700124 -�= CARMEL IT = ~ ' �^= DE IGN ENGIN ER DATE � 9 -10: STATE of ' DESIGNED: TAB DRAWN: BY CONSTRUCTION DETAILS SURVEY BOOK SHEETS Q 17A of 96 Revised July 2005 S!Np�ANP.: �� __j /��h�hiii�`S��A�- ` �� CONTRACT PROJECT CHECKED: ARE CHECKED: TAB LINE A o4-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet � 0 °o I Section 8, T 17N, R4E Clay Township Hamilton County, Indiana North Haven Subdivision American Aggregates Corp. Lot 1 I I.c c +83.5 Cl. 111 Drive Re 'd. w = 3 North Haven Apartments LLC +15, STR. NO. 90 +95.7 Manhole C-4 and 161' z o 149.0 +50, STR N0. 84 of 15" Pipe Req'd. or (grovel) +90, STR. N0. 79 Monho% C-4 and 1� of an o C-4 and 15" Pipe Req'd. of 15" Pipe Req'd. +15, STR N0. 91 0 Catch Basin K-10 and I o +80, STR N0. 97 +46, STR N0. 98 +70, STR. NO. 80 +50, STR N0. 82 4' of 12" Pipe Req'd. ° Manhole C-4 and 62' Manhole C-4 and 260' Temp. R for (1' b 'ck wall) n e - an o _ +40, STR. NO. 85 "A" `� of 18" Pipe Req'd. of 24" Pipe Req'd. Drive Constr. -- +90, STR NO. 77 12" pipe Req'd Catch Basin K-10 and n e - an o +25, STR. NO. 87 P.1.76+28.62 I +18, STR. NO. 101 4 of 12" Pipe Req d. 12" Pie Re 'd. Inlet - on o 00'09 5 , Rt. +80 STR NO. 95 n e - on of Catch Basin K-10 and P q " +49, STR. N0. 99 " , T 4' of 12" Pipe Req'd. �--� (asphalt) 12 Pipe Req d. �Nb Cu ) +00, STR. NO. 93 Catch Basin K-10 and Catch Basin K-10 and 12 Pipe Req d. r 2 Non Access Easement Inlet" Pipe Req'd ° " P q' Temp. RIW for 7' of 12 Pipe Req d. 6' of 12 Pipe Re d. Bridge Constr. ,� (grass) ---� p r - Exist. R/W 5'`Orainage� Uti andsca e E se ent `T' Exist. R/W `� �+- r� \ (woods) h (grass) D o ) - �-- Constr. Limits K2 b G +jig (gross (gross) 6 _ 1 15 15 XX N 15 K b i X ; 0 -_ T i X a -____L_ 15 �, .� �v If- 11 6 � T T 4 i Line "A" ction Line '� 2 ine �, (asphalt) N 'S� ---mot- y +10.6 I I 15 15 ° o i Remove " IV- (rip rop) K (gross) K `�' �. K C 12"RCP 0 15 (g 15 0 N (9r s) 6 1 w i K2 _ _ - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - woos _ Constr. Limits � � _ � ` + _ _ _ .� 6 + G - - - — 60' R/W +25, STR N0. 88 +05, STR. NO. 89 woods - �- - -� +25, STR. N0. 76 +40, STR N0. 86 - +8b STR. NO. 92 60 R/W ) D + n e - an o +05, STR N0. 78 +60, STR. N0. 83 n e - an o Inlet - an of /nlet M 10 and +00, STR. N0. 6 (woods) 12" Pie Re 'd. 12" Pie Re 'd. 12 Pipe Req d. 69' of 12" Pie Re 'd. Inlet J-10 and 73' of P q Inlet M-10 and +80, STR. N0. 81 /n/et M-10 and P q P q In/et J-10 and 71' of `° " e 'd _ " 12 Pipe Req d. 70' of 12 Pipe R q Inlet on o 69 of 12 Pipe Req d. 12" Pipe Req'd. +18, SIR. N0. 102 12" Pipe Req'd, Inlet 0, STR and 57 94 0 12 Pipe Req d. o +49, STR. N0. 100 " 12" Pipe Req'd. Inlet M-10 and 72' of 12" Pipe Req'd. I Temp. R/W for Drive Constr. (asphalt) +83.5, Cl. N Drive W w = D American Aggregates Corp. d ,,D LEGEND Nr 0 C o QC QA PCCP, 10 in. �K HMA for Multi-use Path J ° L" c 165# Sys. Surface, PCCP for Driveways, bin. on Type A on 275 /Sys. Base, Type A on �, I 6 in. Compacted Aggregate, No. 53, Base CD 4 Compacted Aggregate, No. 53, Base DO HMA for Approaches, Type A �T Topsoil, 12 in. z CD Section 9, T 17N, R4E o A7�,Sys.Sys. Surface, yp T e A on Intermediate, Type A on 15 Concrete Curb and Gutter rn Hamilton County,Township 8" Compacted Aggregate, No. 53 Ba e ©2 Concrete Center Curb 0 0 Curb Tapers in Height From 6" to 0" in Lost 5' ©6 Sodding KO QC/QA HMA Pavement Curb Romp, Concrete 165# Sys. QC/QA HMA, 4, 76, Surface 9.5mm on O (Type Indicated b Letter CD 275YSys. QC/QA HMA, 4, 76, Intermediate 19.0mm on yp y ) 330 Sys. QC/QA HMA, 4, 76, Base 25mm on 300 lys. HMA, 5, 76, Intermediate, OG 25mm on +' 44011.5y s.S s. QC/QA HMA, 4, 76, Base, 25mm Q i CD 3 HORIZONTAL SCALE BRIDGE FILE 9124104 - AdjwW L"wid Items .�``��N R ' A��'�'''%y RECOMMENDED CITY OF 1" = 30'-0" C) `�J�;••��STER'••gf'% FOR APPROVAL 1 v�/ VERTICAL SCALE DESIGNATION �r- DESI ENGINE ATE CARMEL 9700124 CD --Q* STATE OF ;� CONSTRUCTION DETAILS SURVEY BOOK SHEETS cu %� �'• DESIGNED: Q � AND I ANPr.: � TAB DRAWN: BDF 18A of 96 Revised July 2005 ��'�isS/�� `\```��``�` LINE « » CONTRACT PROJECT CL L u�,�ummmuu�aaa CHECKED: ARE CHECKED: TAB LINE A 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet O Section 8, T 17N, R4E Clay Township Hamilton County, Indiana American Aggregates Corp. American Aggregates Corp. 12"Rubber Pipe Legal Drain Easement � II QW it it �I a American Aggregates Corp. +09 STR. NO. 104 II an o e — , o II +57.5, STR. N0. 106 " a LL Temp. R/iN for +00, STR. N0. 115 Pipe and Concrete End `'�J �' II II Bridge Constr. Manhole D-4, 48' of 30 Section Req'd. " I (( Pipe and Concrete End an o e — an o 11244' of 24 Steel III (( Section Req'd, 30" Pipe Req'd. � Pipe Req d. 6 ea. II II I( +57.5 STR. N0. 107 +08, STR. NO. 103 �i 11 a c Basin — an +75 STR. N0. 110 +00, STR. NO. 111 +50, STR. NO. 113 +00, STR. NO. 116 Catch Basin — an X' %� `'— _ I?" abbe 7' of 12" Pipe Req'd. Manhole D-4 and 314' Catch Basin K-10 and Inlet — an o Catch assn — an 16' of 12" Pipe Req'd. i I �j -- --_ �Ae _ of 30" Pipe Req'd. 30' of 12" Pipe Req'd, 12" Pipe Req'd. 7' of 15" Pipe Req'd. ,� �' I I II — —r 12�Ru er pipe ~" — _-� +50, STR. NO. 118 moo, and 47 57 + _ _ — 7 / ---- --- ---------` (woods) 12" Pipe Req'd. - - - - - - - - - - - - - - - ` —" 12"Rubber Pipe (2) 6 ' R W - - - - - — - - - - - — -- 11 24-Steel (4) ` _` --- -- - - - - ._._ _ — - - - - \ © (gross) - - - - - - - - - - - - - - - - - - - - - -© _ — ' Kz ' - - — - - ro fir z T X C T _ X T ' X X X X X X— X X X X -- X X X X X X K X ' X w T 6 Gray Road i � 1 I (asphalt) T 6 Line "A" Section Line N 00'11'20" E i C 15 I II I I II I 24"� -- -IIIIII 4"CMP K 15 K i 15 s zv bo _ gross LK2 - ql G G - G - G - - - - - - - - - w w w z w w ® 96"CMP II III \, 6 - - — - - - - - - _ _ _ — - - - _ — - — — - - - - - - - - - - - - - - - - - - -. - — - - - - — — — ___. — — _ _ Q_,_. - - - - — - - - - - - — — — — — — — II 60' R,4 - - - - - - - -- +00, STR. NO. 109 +50, STR. NO. 119 +08, STR. NO. 105 �� I// �1 +00� +50, STR. NO. 114 +00, STR. NO. 117 l// ,, Catch Basin K-f0 and STR N0. 112 Inlet - an o Inlet - an of Catch Basin - an //// 1\�, " Catch Basin K-10 and woods " Inlet - " an " l/ � 48 of 12 Pipe Req d. (woods) 12 Pipe Re d. 12 Pipe Req d. 56' of 12" Pipe Req'd. \� (woods) 98' of 15" Pipe Req'd. P q 56' of 15 Pipe Req d. +57.5, STR. NO. 108 O`i1111// Catch Basin K-10 and X 56' of 12" Pipe Req'd. C) \\ Temp. R/W for American Aggregates Corp. \\ Bridge Constr. Hamilton Co. Bride No. 225 Sta. 81+82.75 A (grovel) w Legal D i Easement D Q American Aggregates Corp. ,SID LEGE —15"Steel © QC/QA PCCP, 10 in. K HMA for Multi—use Path CD — — — 165# Sys. Surface, Type A on = Cr PCCP for Driveways, bin. on 275 /Sys. Base, Type A on CD 18"Steel 6 in. Compacted Aggregate, No. 53, Bose 4" Compacted Aggregate, No. 53, Base CD u .o. C) � D HMA for Approaches, Type A OT Topsoil, 12 in. M 275Sys. tmediate e Type A on Q o, Section 9, T17N, R4E 15 Concrete Curb and Gutter CD Clay Township 8" Compacted Aggregate, No. 53, Base Q Concrete Center Curb m Hamilton County, Indiana Curb Tapers rn e1g t rom 6" to 0" in Last 5' © Sodding 3 QC/QA HMA Pavement 0 Curb Ramp, Concrete 0 165# Sys. QC/QA HMA, 4, 76, Surface 9.5mm on (Type Indicated by Letter) 1 275V Sys. QC/QA HMA, 4, 76, Intermediate 19.Omm on - 33010. QC/QA HMA, 4, 76, Base 25mm on +d> 300YSys. HMA, 5, 76, Intermediate, OG 25mm on ICU 44011Sys. 0 C10 HMA, 4, 76, Base, 25mm Q i CD 3 9/24/04 - Adfim d Loped Items ��""��R ��iii� HORIZONTAL SCALE BRIDGE FILE Nr f/,3%5 - lnO dw North Storm Sewer Revi&bns Dated 6/21/05 �\` G �P'p y RECOMMENDED CITY OF " _ " � ' ' °�J�;�\9T'E F 9 y� FOR APPROVAL � � b� 1 — 30 —0 i �v: o•. (.P VERTICAL SCALE DESIGNATION i �'19700124: -�< SIGN ENGIN R SATE CARMEL CD IF 9-0- STATE OF SURVEY BOOK SHEETS Revised Jul 2005 ,�o�ANP.: DESIGNED: TAB DRAWN: BDF CONSTRUCTION DETAILS CHECKED: ARE CHECKED: TAB 19A of 96 T T1�TE A CONTRACT PROJECT Lill ti 04-10 VW W-ST1uy Wows a n onl r o o� o Section 8, T17N, R4E Clay Township Hamilton County, Indiana END PROJECT American Aggregates Corp. American Aggregates Corp. STA. 9 1OR-All Equation: P.C. 97+76.34 "A" _ P.C. 97+76.34 "PR A" +84.3 +47, STR. N0. 125 +47, STR N0. 124 2 Catch assn - an 7' of 15" Pipe Req'd. an o e - on b (woods) of 24' Pipe Req'd. +25, STR. N0. 120 +00, STR. N0. 122 an o e - on of +00, STR. N0. 127 It 24' Pipe Req'd. 12' Pipe Re r'd. o /r600- an o +38, eTR NO.on133 0 � P q Pipe Req d. 15'" Pipe Req'd. p +63. "PR-A" +56, STR. N0. 134 60' R/W d = 18'00 00 , Rt. Catch osm - an 14 (gross) 6 14 N (9ros 121' of 15 Pipe Req'd. + b © +I _ _ _ _ _ - - _ — — — — — — — — — .---Exist R/W Exist. R/W in drive) =Ss.) — — _ _ — _ - - _ _ _ _ ; $ _ — (grass) — x X� X X X X X X X X X X _ X _ - - - - X 15 K �- zv '� �-- 'f� + T (asphalt) T Gray Road (asphalt) 15 a i zv bo K zv (9 ross (9 15 ) - - - - - G - G - - G - G W -1-- W W - W W W W W W W W W I,-L--2 I W W W W W W W - - _ _ _ - 6 - - - - - — — — — — — — - - - - - Exist R — _ - - - - - - - - - - - — — - - - - - - - - 60' R/W 60' R,4 (woods) (woods) +25, STR. N0. 121 +00, STR. N0. 123 Catch Basin K-10 and - on o +00, STR. N0. 128 P +4 " A" Inlet 84' of 12" Pipe Req'd. 12" Pipe Req'd. 12' Pipe Req'd. o +56, STR. N0. 135 +47, STR. N0. 126 Inlet J-10 and 27 o Inlet -10 and 12' Pipe Req'd. 46' of 15' Pipe Req'd. American Aggregates Corp. American Aggregates Corp. END INCIDENTAL CONSTRUCTION STA. 100+12.30 PR A Li CURVE WA d P.I. 98+63.45 `PR-A" CD .LEGEND A = 18'00'00" Rt. o D=10'25'03" © QC QA PCCP, 10 in. �K HMA for Multi-use Path T=87 11' CD C, PCCP for Driveways, 275Sys. Base, TypType A on on ' ° 6 in. Compacted A �e Aggregate, No. 53, Bose L=17279' P 99 9 R=550.00 cv 4 Compacted Aggregate, No. 53, Base , C) DU HMA for Approaches, Type A E=6.86 � 165 , Sys. Surface, Type A on ® 165#/Sys.QC/QA H A, 4 , 76, Surface 0.5mm e=N.C. 275Il Sys. Intermediate, Type A on ° Section 9, T 17N, R4E Clay Township 8' Compacted Aggregate, No. 53 Base �T Topsoil, 12 in. m Hamilton County, Indiana Curb Topers in /eight From 6" to 0" in Last 5' 15 Concrete Curb and Gutter 3 KO QC/QA HMA Pavement ©2 Concrete Center Curb CD 76 Surface 9.5mm on 165 Sys. QC/QA HMA, 4, , ! 275 Sys. QC/QA HMA, 4, 76, Intermediate 19.Omm on Sodding d 330YSys. QC/QA HMA, 4, 76, Base 25mm on Curb Ram Concrete 300�Ss HMA, 5, 76, Intermediate, OG 25mm on y ' O T e /ndiCated b Letter Q 4407Sys. QC/QA HMA, 4, 76, Base, 25mm yp y i m 3 9124104 - Added Inlets mid Storm Sewer, Added 1ncldento/ Construction, ,,,�,,,, R CITY OF ,- " HORIZONTAL SCALE BRIDGE FILE .,...:..,p,9 , RECOMMENDED / 1 = 30 0 ° Ad/II �d L�9ei1�d A��J.��,��STERF�..J'� FOR APPROVAL f7(1 <S VERTICAL SCALE DESIGNATION d =19700124 rnk S GN ENGINE R DATE CARMEL CD '0 STATE OF ,r a a SURVEY BOOK SHEETS DESIGNED: TAB DRAWN: BY Q NJ)I �1•. � CONSTRUCTION DETAILS P•' 20A of 96 Q �'''''��ii, DIAL � �� "A" CONTRACT PROJECT i � CHECKED: ARE CHECKED: TAB LINE 04-10 I I I I Lr) I o0 i I I I r i I i c 1 I I I I ' II T 17N / II ' Sectio n 8 R4E � / r l I Clay Township / I I Hamilton County, Indiana Section 9, T 17N, R4E Clay Township II Hamilton County, Indiana ri +60, STR. N0. 129 American Aggregates Corp. +40, STR. N0. 130 +30, STR. N0. 131 Manho% D-4 and 280 Manhole D-4 and 290' D-4 and 280 II �� of Jr Pipe Re 'd. " (landscaping) p q of 36 Pipe Req d. of 36" Pipe Req'd. –�- i f `. ., (woods) City of Carmel C't y o Carmel (woods) I Utility Easement(15) Utility Easement(15') �i f, 12' F orce Main �.r� . ^ J��=.� f. ,,_: ._ — _ _ �_ -- � � == ______________________________ _ _ ___—______ I L-- �--- — — ----- ----= Rl ' __—__— -- — - --- Main -- — — ------ — rass� - toss A pp Exist. Q - 12 R6R I (gross). H - (conc.) Main �I 16"Force Main ___ --- 96th Street Section Line �' Line `S-96–A" N 89°53'12" E P.0.T Sta. 78+78. 13 15-96–A" (cons.) (grass) 18"RCP (grass) ( ) cone. Exis . � t RAW 4k" ,� APR Ann. „RCP 12 RCP 18"RCP �$- I River Ridge Crossing, LP Parking Easement Century 21 at the Crossing 12"RCP LEGEND Curb Tapers in Height From 6" to 0" in Last 5' Section 16, TI 7N, R4E Washington Township \, LF Marion County, Indiana i 9124104 — Added Easement and Force Akins �°�� R"" "' � ` i CITY O F HORIZONTAL SCALE BRIDGE FILE \.��``�� A�''%., RECOMMENDED 1" = 30'4" J •''G�STE • FOR APPROVAL J' � , , '� VERTICAL SCALE DESIGNATION , :19700124•: DESIGN ENGINEER DATE CARMEL 'U'. STATE OF SURVEY BOOK 21A SH�EfTS 96 DESIGNED: HAB DRAWN: MEW CONSTRUCTION DETAILS "S-96-A"CHECKED: ARE CHECKED: HAB LINE CONTRACT _---PROJECT -- -- – 04-10 0 0) Section 9, T1 7N, R4E Clay Township Hamilton County, Indiana ......... ...... +10, STR NO. 132 can Aggregates City of Carmel Manhole D-4, 1T0"raf—J6" Utility Easement(15') Jacked Pipe and Concrete City of Carmel ----12'" Force Main =:=--—=� [Utility Easement(15') Exist. R 2" Force Main L————---------- (asphalt) -——— ------------/M M-.-) NfC App. Exist RIW L12NRCP (gross) --A----- 127RCP 12"RCP II II =7 7 CS Ito 6: Force Main Force Main 96th Street Section Line N 895J'12" E ®r (gross) 12 RCP A Exist. RA AQp. Exist.V st. R W Pdrking Ebsement (gross) Robert A. Rose, et,,/al. 6. 1 Syd. of Revetment Riprap Reqd. (pond) (Pond) 1J.J Syd. of Geotextiles Req'd. River Ridge g, LP co Section 16, T17N, R4E Washington Township rn Marion County, Indiana Ln M CD CD CD ICU 1-1 CD M CD 0) 75 9124104 Added Easement and Force Mains HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF CD 30'-0" FOR APPROVAL "P VERTICAL SCALE DESIGNATION -<= DESIPN ENGINtER DATE CARMEL 0 12 4 . !-1 --0 STATE OF :C A? DESIGNED: HAB DRAWN: MEW SURVEY BOOK CONSTRUCTION DEAILS SHEETS ....... ARE CHECKED: HAB CONTRACT 22A I of 96 n CHECKED: LINE "S-96-A" PROJECT ---- 04-10 Q) Lr) (ZI ilk L , L J I I I I I I II I IN I II I IN I I l II I ONLY ONLY =�N I I I I / II R3-5(L) R3-5(R) IIN 1L _______- - - _- :_:- - - -. _.- ___�1 I- - - - - - - - - - - - - - - - - - - - - - - - - - - � Ex. I R3-5(L)* II 40' Spacing (typ.) + in t I Ex. R3-5(R)*I jj � o ^ 80 Spacing (yp) I I + + + + l ° R3-5(R) Z, 4 6 <1 <1 <1 < < <1 <1 <1 • Q o, J 42 Gray oad ------ --- 6 Ex. R3-5 R -- — -- 46 - -- -- -- �> -- --- --- �> D -- C> - -- -- �:> - L-LJ ( ) 48 Ex. R3-5(L) L +) CIO P-- 00 rn ,J + + + + + + + + + SPEED I LIMIT 40 LEGEND I , Q j j I R2-1(40) © Pavement Marking Message, Thermoplastic, Word(ONLY) I I I 3�7 Pavement Marking Message, Thermoplastic, Lane Indication Arrow I , 42 Transverse Markings, Thermoplastic, Crosswalk, White, 6" j43 Transverse Markings, Thermoplastic, Stop Line, White, 24" II I © Line, Thermoplastic, Solid, White, 4" I II j 47 Line, Thermoplastic, Solid, Yellow, 4" ® Line, Thermoplastic, Broken, White, 4" V I 4�9 Line, Thermoplastic, Broken, Yellow, 4" I > Snowplowable Raised Pavement Marker, One-Way, White I i T Ground Mounted Sheet Sign Q O Remove and Reinstall Existing Sheet Sign � Q (fl * Sign, Sheet, Relocate QQ 1 1 1 � I , I I I i P.l. 76+28.62 'A" - - d = 00'09'53", Rt. _ , (No Curve Run) R4-7 Ile, _ I t�. '__ STOP I I ^ 0 I I J a h + °�0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + ° o ° V a — - a — a ---- a — ---- a --- a a --- < -- - - q 46 ( n Line "A" Section Line (� N 00'11'20" E -- Gray Road 6 --- 46 6 D — D — p — 1> ---- > --- > — p > — --- — --- D I a R1- 1 I� TNUCY I-- Q ONLY (=I NQ STOP Q ct� R4-7 W8-6(Truck Crossing) m cn cn ClJ 1L f71 CITY OF HORIZONTAL SCALE BRIDGE FILE \\\. R A %,,� RECOMMENDED 4 1 = 50 c J�:•�G�STERF:9iP% FOR APPROVAL e VERTICAL SCALE DESIGNATION it ` DESIGN ENGINEER DATE CARMEL -- --- 41 = :19700124 •• STATE OF •.'�` DESIGNED: TAB DRAWN: BDF SIGNING AND -- - c-_� % NDIANP•'•� -- SURVEY BOOK 23 SHEETS TS 96 SSL4NAL CHECKED: G D ARE CHECKED: TAB PAVEMENT MARKING CONTRACT PROJECT -J 04-10 �t Q) � o� o� / l TRUCK O ORCSSI NG SPEED O LIMIT W8-6(Truck Crossing) Ol M o R2-1(40) `�J + oo s l \�\ 45 (r) ra oo Line (Section (� Gray Road 44 V Z — 106th St M 1 � � O W 16—L 1(106th St) W13-1(15) W2-6(Circulatory Int) O O Equation: P.C. 97+76.34 "A" _ O P.C. 97+76.34 "PR A" W6-2 0 Ld 47 CD ::� LEGLND � Gr Jo' Roo d �' 44 Line, Thermoplastic, Solid, Yellow, 12" PT 99+49. 1 `PR—A" -{ 45 Line, Thermoplastic, Solid, Yellow, 8" �r Q 47 Line, Thermoplastic, Solid, Yellow, 4" 0_1 > Snowplowable Raised Pavement Marker, One—Way, White Snowplowable Raised Pavement Yorker, Two—Way, Yellow/Yellow c� T Ground Mounted Sheet Sign �1 Remove and Reinstall Existing Sheet Sign rn in �v �s CD ('� r�J Rnn►m►iririrrir CITY OF HORIZONTAL SCALE BRIDGE FILE J�'��iSTERpgs�, RECOMMENDED . "'� 1" = 50' FOR APPROVAL VERTICAL SCALE DESIGNATION 97001 24: DE IGNENGINER DATE CARMEL �r -0: STATE OF DESIGNED: TAB DRAWN: BDF SIGNING AND SURVEY BOOK SHEETS (A �••'•. / 11 %,��'�••NDIANP•Go� 24 of 1 96 CHECKED: ARE CHECKED: TAB PAVEMENT MARKIN CONTRACT PROJECT G DETAILS rL 04-10 0 milk Sta. 50+60.00 Sta. 50+77.00 Sta. 50+81.07 42.65' Lt. 34.28' Lt. 34.00' Lt. Elev. 739.60' Elev. 739.35' Elev. 739.34' Sta. 50+51. 14 Sta. 50+91.00 61.94' Lt. Elev. 739.88' 34.00' Lt. Elev. 739.33' Sta. 51+00.00 34.00' Lt. +81. 1 Elev. 739.35' 64 Sta. 50+77.00 10.00' Lt. (P.G. Elev. 739.84' Sta. 50+81. 19 Sta. 50+91.00 Sta. 51+00.00 10.00' Lt. (P.G.) 10.00' L Lt. (P.G.) Sta. 50+60.00 ^��' Elev. 739.83' Elev. Elev. 739.83' 10.00' Lt Sta. 50+81.24 Elev. 739.92' CL E Sta. 50+51.25 lev. 739.93' sta, 50+91.00 10.00' Lt. t UL Elev. 739.93' Sta. 50+60.00 4 Elev. 739.91' CL Elev. 740.02' CL . = E Sta. 50+51.27 Elev. M.9 P.0.T. Sta. 50+00.00 A �. P.O.T Sta. 78+78. 13 'S-96-A" El Sta. 50'+91.00 v Elev. 740.04 4.00 Rt. Line `A» Sta. 51 Wo. Sta. 50+77.00 4.00' Rt. CL Elev. 739.97 Elev. 739.94' o _ GRA Y-ROAD N Sta. 51+06.'00 .............: 8.00 Rt. Sta. 50+51.29 Elev. 739.8' 10.00' Rt. . 51+00.00 O Elev. 739.94' 0.DR Sta. 50+60.00 Elev. 739.83' 10.00' Rt. Elev. 739.92' •o_ Sta. 50+91.00 8.00 Rt. Sta. 50+7700 +81.4 Elev. 739.85' 4.00 Rt. 64' 739.98' Sta. 50+91.00 Elev. 10.00 Sta. 50+77.00 Sta. 50+81.26 Elev. 739.81' 8.00 Rt. 4.00' Rt. Elev. 739.88' Elev. 739.9' Sta. 50+77.00 10.00' Rt. (P.G.) Sta. 50+81.27 Elev. 739.84' Elev. 739.811 Sta. 50+51.40 Sta. 50+60.00 Sta. 50+77.00 Sta. 50+81.40 Sta. 50+91.00 Sta. 51+00.00 Sta. 50+81.28 Elev. Rt. 42.98 Rt. 34.32' Rt. 34.00 Rt. 34.00 Rt. 34.00 Rt. ) Elev. 739.91' W Elev. 739.60' Elev. 739.35' Elev. 739.34' Elev. 739.33' Elev. 739.35' Elev. 739.83' Q � ,C R �v HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF 1" = 20' FOR APPROVAL CARMEL VERTICAL SCALE DESIGNATION x19700124:�` DESIGN ENGINEER' DATE N/A '0: STATE OF DESIGNED: BSS DRAWN: BDF SURVEY BOOK SHEETS .'.'�DIANP• \\ CONSTRUCTION DETAIL 25 Of 96 S�4NAL �-� CHECKED: ARE CHECKED: BSS SPOT ELEVATION CONTRACT PROJECT �'''��iiy„��►�ii�i�i�„��`�� 04-10 � |- 0 LJ �J I[ O_ o -~ - uO o - o CAD CGrmax Auto Superstores, Inc. 295' To Stop Bar 751 RIW 75 RIW 2-7q114 15' Landscape Maintenance, 50+82.J7 Drainage & Utility Edsement SB Ex. Conduit — 114 SA 5J+00 54+00 5q/1 4 Ex. Gray Rood 92 S 7d 2-7cll4 ----. De ign Speed Limit 40 MPH River Ridge Rot 7c/1 4 Ex. 7c/14 7c/14 Ex. Signal Service Ex. 5q/14 Ex. 2-76114 7c/14 See Detail "A" LEGEND American Aggregates Corp. & Cabinet on 'P—I" Foundation Existing Traffic Signal Head, J Face (12" Red, 12" Amber, 12" Green) River Ridge Crossing, LP Existing Traffic Signal Head, 5 Face (12"' Red, 12" Amber, 12" Green, 12" Amber Arrow, 12" Green Arrow) Traffic Signal Head, 5 Face (12" Red, 12" Amber, 12$) Green, 12" Amber Arrow, 12" Green Arrow) 10 20 J0 40 Relocated Signal Head or Sign Tj LOOP TAGGING TABLE Existing 2" GGIv. Steel Conduit LANE TAG NUMBER SL SL 5-1,ZJ,4 2" GGIv. Steel Conduit SA S4 2 ):f Existing Disconnect Hanger Ex. 2-7c/14 7c/1 <IF =I> 4� 0 CD 4-7c/14 Existing HGndhole J-2c/16 50 60 70 80 Existing JO' Steel Strain Pole Ex. Jq18 PHASE DIAGR4M JO' Steel Strain Pole Fel No Preferential Detail 'A 96th Street Flashes Red Gray Road noshes Red Preformed Loop Detector Span, Catenory and Tether Stop tine, 24" o 0 `^ u] ~ [n o 0 � 7� 0 +^ � � 0 | '-^ � [ 0 _ �1 [J) 3- HORIZONTAL SCALE BRIDGE FILE T CITY OF RECOMMENDED 1" = 20' 73 0 FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE CARMEL NONE DESIGNED: ArW DRAWN: JNII SURVEY BOOK SHEETS CHECKED: ATW CHECKED: BSS GRAY ROAD 0 96TH STREET CONTRACT PROJECT o / o / 0J cl _J - [/ i Anbericon Aggregates �orp. i i Tem . R/W for Drive Cinstr. or Controller STOP Brid e Wi ConStr. R And Cabinet to m Flasher, Solid State, R1-1 % Mounted On Pole „�• '� 2-3c/14 \61 0' R W Signal Service Exist. R W 2-3c/14 � � �nn 2-3c/14 --y'® 79+00 �-� 80+DO 78+00 Gray Road CR — Gray Road - Design Speed Limit 40 MPH 2-3c/14 111 011011111 2-3c/14 � 60' R/W 60 R/W i R1-1 Temp. R/W for Drive Constr. STOP F - LJ _) I >7 I C1_ tom{ LEGEND American Aggregates ',,,Corp. 2" Galy. Steel Conduit c Handho% C-) Stop Line, 24" r � 'In U, (A -.— Traffic Signal Head, 1 Face, 12" (Amber) rn ® Traffic Signal Head, 1 Face, 12" (Red) ® Signal Cantilever Structure, 40' Arm a -n va T�� CITY OF HORIZONTAL SCALE BRIDGE FILE F, !y RECOMMENDED 1" = 20' ! Q�c •.��STE,pF•.��' FOR APPROVAL r ; _:•� O . VERTICAL SCALE DESIGNATION x:19900494:�= CARMEL NONE DESIGN ENGINEER DATE -o: STATE OF SURVEY BOOK SHEETS DESIGNED: AT VU DRAWN: JNII SIGNAL DETAILS 27 of --96 �� \\ CONTRACT PROJECT CHECKED: ATw CHECKED: BSS GRAY ROAD @ AMERICAN AGGREGATES CL 04-10 W W W W W W W C� W 3 W W W WWW »c0. D Q WW W mW Z W 0. W W W0. W W{� W W 0. W W W W W W W O 0. W W W U � W 014 CZ � 3 0� �� CID WCYl) �� ' I^` ^ ?i2ob�,N 7h o+., IN�' �' h� o 70Zo2V 7\ h h Section 8, T 17N, R4E N, cO "i ?O f 29 29 rc'n N N h r�n C/ay Township he"°oi W N N d ^h +^O � c � � hhh 1h °+° N+ + LO Hamilton County, Indiana � N O i � th h h IL h h Q,,' Carmax Subdivision Donald Lot 2 N _ 30"RCP=____——--—— Bottamiller Lot 1__ II Carmax Auto Superstores, Inc. - ——30"RCP —— _____________—— I� +42.3, Cl. 111 Drive Re 'd. +42.5, Cl. 111 Drive Re d. - ——————— w = 22 I Temp. R/W for Grading w = 20 II I Temp. R/W for o� and Drainage Temp. R W for II Carmax Auto Superstores, Inc. o P / +90, STR. N0. 37 �� +75, Drive Constr. a ` Q +91, Drive Constr. II STR. NO. 47 Q c (grass) STR. NO. 11 +10 STR. NO. 17 II +85, STR. NO. 31 See Sheet No. 16 +DO, STR. N0. 45 See Sheet No. 17 \\� See Sheet No. 16 See Sheet No. 16 Q +00, STR. NO. 29 II See Sheet No. 16 See Sheet No. Ill Temp. R/W for Grading +70. \\\ ) +20, STR. NO. 14 See Sheet No. 16 I II'� Temp. R W for Grading II and Drainage See Sheet No. 16 +50, STR. N0. 19 +20, STR. NO. 22 +38.5, STR. N0. 36 P 9 AV 75 e See Sheet No. 16 90' I and Drainage +50, II See Sheet No. 16 9 � STR. N0. 42 100, +60, STR. NO. 16 � .- ...» v as alt +70, STR. NO. 39 See Sheet No. 16 See Sheet No. 16 \\ __ __ ..v__._ _.. _ 70 I ( P ) e Sheet No. 16 ll +20 STR. NO. 52 s ee Sheet No. T6 2' -Non-Aceoss-€ nt.._ t. o - Se +72.5, STR. N0. 44 , +15, STR NO. -._:_ _ 2' No Aces Easement - See Sheet No. 17 See Sheet- NQ. 6 AL, , � See Sheet No. ., _ n6ca _ - -- - _. - Exisf. ,,CS.. - - _ - P.O.T. Sta. 50+00.00 =— -------- ---- --------------- — — ---- -- -- „ . P.O.T Sta. 78+78. 13 `5-96-A" - _ -- ... _......7;95 •°J_x — –s> FCCE • (concrete) ._._ :. � — See Sheet No. 16 � _ - - _ a 17 N 00'21 l.S" E Gray odd ��— ra Hood N 00'2 1'13' II Co a II �� River Ridge Road — - - - _ , 3T �0�3 _ .. _ - __ _. - - _w — _. r r ,. �. - y.• ��; m-- .---'' rnss (w ods) +50 STR. N0. 20 1 '�'" - - ' - _ -- R W See Sheet No. 17 See Sheet No. 17 t61, 4 .:-....�_� See Sheet No. 16 90, STR. NO. 38 / +91, STR. NO. 12 Se L6 +75, STR. NO. 48 +20 STR. N0. 53 See Sheet No. 16 ' See Sheet No. 16 +50 _.: a w__. o - See Sheet No. 17 See Sheet No. 17 _.._� Cry i at - NO. 25 +�STR. N0. 30 w- +50, STR. N0. 43 -r ' � ° :� See Sheet No. 16 See Sheet No. 16 ' -` +70, STR. N0. 40 +75 STR. N0. 49 +75, STR. NO. 56 — — �' +15, STR. N0. 28 See Sheet No. 16 See Sheet No. 17 See Sheet No. 17 +85, STR. NO. 32 See Sheet No. 16 See Sheet No. 16 +70 STR. NO. 41 120' ' +75, STR. NO. 54 +75, STR. N0. 55 +91, STR. N0. 13 Q j o 120 See Sheet No. 17 See Sheet No. 16 �', co ;'; +10, STR. N0. 18 +85, See Sheet No. 16 °j See Sheet No. 16 Temp. R W for American Aggregates Corp. 15, STR, NO. 27 See Sheet No. 16 See Sheet No. 17 P / See Sheet No. 16 20, STR. NO. 15 Grading ee Sheet No. 16 American Aggregates Corp. °' EROS/ON CONTROL LEGEND A# R W on this sheet to be as shown +35, STR NO. 35 All R on this sheet taken from Line A Drop Inlet Protection See Sheet No. 16 unless otherwise noted. W W W W Section 9 T 17N R4E W W ti w W x o Perimeter Protection '� f �� ' �m 'z^ fx �� Clay Township ^ ^ N Revetment Ri ra Ditch Check 10 �� ° �� Hamilton County, Indiana P P obi n N N^ `O `O eoefe} r N h N� N N v M �er .r N h hN�oao� ao ^ �h N h o� r11 00 N ^� nN N �'N h O a o + � NOTE. Curb /n/et Protection not Shown on the Plans, N �� o o ^ `°N �° Q 00 CO 000 O But is to be Provided at Each Curb /n/et. a� a ++ u2 to � ^^ hhh�h h h hh h h h v�� h h h hh h _ - - _ _ P.V. . STA. 50+7 .00 7 O P. .I STA. 54+ 0.00 .V I. STA. 56 L85.00 7 EL. 739.75 EL. 740.8 L. _ _ _ _ EL, - 40.02 V.C. = 50.0 Vc. = 120. _ - �C.. = 1211.0 EL._ 741.07 - _ _ _ _ .0 __= 120.0 _ _ _ _ _ VC. _ 120,0 _ _L POINT STA. 50+90.93 _ _ _ _ _ HIGH STA. +30.00 L POINT STA. 6+85.00 HIGhI STA: __6. 25:00 _ __- _ _ _ L POINT STA. 56+85.00 _ L POINT EL 739._51 __H POINT ELEV 740.73 _ - - LO POINT EL EM- -740. 14 fllGl# TEL€ _ _ - _ _ _ -_ (}W-POINT E . 740. 14 BEGIN PROJE C T +51 ---� � _ .____......-.. ,..-� + 1 _Profile Ditch Grade_ Rt. _ _ _ - __ _ +61 - - _ (Plotted 5' Above _ tum PROFILE G E 4 ( ) _ 740 STA. . Of 4J � __A _ o� _ _ _ 0.30X _ _ _ __ _ __ - �aJ0X _ _ o.3oz o 74 _ ._.,_ Existing Profile +7 , STR. N0. 1 +85, STR Ni 33 - _ _ +15, STR. NO. 2 _ _ _ +91, STR. 0. 13 +50, ST . NO. 21 _ _ _ _ _ _ Pro ile Storm Sewer RAW 1[ --a.,-___— I— I I ------ nv 7T1 22 17JO _ __ __ _ _ _ _- _ _ - __ nv. 729.71 - _ ofile_ Storm ewer Right- r7 _302 _. - 30-_ Pie @ Q.59 _ v. _72580 _ _ _ P __ _ - _ _l96 24 Pipe -0.59. _ Inv. 725. 9 rr ._ 7.9-6 _ _ 182 f 30"....Pipe _0.59 _ __ _ _ nv. 726. 7 _ nv 7 21 _ _ _ - 167' of 30" i � 0.5� _ _ _ __ 126 of 24 Pipe ® 0.59' 155' of 30" Pipe ® 0.59 10T of 30 Pipe ® 0.1_5Z 151' of 30 Pip ® 0.59' _ _ _ _ 1.20 +0.409' -0.409' _ +0.:. _ _ - _ -- --1-.5 - _—+39 - .. . - \ r-+-0.-70% --Q- +05 39 +50 Q0 _ +50 +00 720 +0,30 _ / ape Profile itch Grade L +7 Profile itch Grade t. 0.49 � (Plotted 15 Below Datum) __ _ _ _ _ _ _ _ _ ( _ _ _ _ _ _ _ _ _ (Plotted 15_ Below tum) an tc�0 cq O o0 0) N � -* h rl- N " o0 0, op v a cy Q _ !n 0 _ -__ n q_ _ O ___ n q _ ® �n p _ h O _ _ _ _ _ _ psi _- eF r� r ray r r'y ® ® rv5 r� r S O r.� © rn © r.� 4 © r 4 r� © r.� O © O A � d � � ^ t} � <I- rid 'Z �,_ _ _ h_ rte• ►� �_ n n, R_ _ �, �_ _ 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 Run►n�,,,,,�� HORIZONTAL SCALE BRIDGE FILE �.�07 � • A ''''%., RECOMMENDED � � � CITY OF 1" = 50'-0" •'G1STEip• 9S�' FOR APPROVAL � , • � CARMEL VERTICAL SCALE DESIGNATION 19700124•:�<I DE IGN ENGINEER DATE '— " '0: STATE OF DESIGNED: HAB DRAWN: BQF EROSION CONTROL DETAIL SURVEY BOOK 2B SHEETS 96 iii s/pNq'- . �� PROJECT CHECKED: TAB CHECKED: HAB LINE A CONTRACT 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet 5 {p: a0 bf *t^D p •f• ^^ �V^D f K.f S ,..,d7`.7 1^° o,po w ~3 v ► r i . ^b^ .g'o.7.o S ;�l co ^.; ^ rj 'Co $ • f t^[.j N`w° ry w ,`�f 10 N yr�Id^p °V %er__ % g �, ^^ -DOc 9 1 Q ad, $ Os ry ^ rw'S CO '40 o� tg o h ^�•i •f .hp NhN :� ►'S e;•:N :� 8 �.�++ `° �t+X h ap g + + ^ od w •7 J��: , w . y, ^ o N + <O Py. + ► 'd + Un �' A vd `� $ �, p^ ^ ^ M .r .r w ;+!Q �` NA g I North Haven Subdivision � F +58.3, CI. 111 Drive Re 'd. North Haven Owners Association Section 8, T17N, R4E c w = 21 Clay Township +15 STR N0. 98 American Aggregates Co . o Lot 1 c See Sheet No. 18 � �u � Block D /ogress/Egress Easement � +90.0, _� Hamilton County, Indiana 3 •- (gravel) Cl. 11I Drive Re d. • o +25, S7 R. NO. 57 Common Area Block A 3 w - 14' P. .6 " ' +49 STR. NO. 99 Q a, `" See Sheet No. 17 +46 STR. NO. 71 m° +99 STR NO. 74 d = 00'09'53", Rt. �o .� See Sheet No. 18 +83.5, Cl. Ill Drive Re q' . �`'' See Sheet No. 17 •� See Sheet No. 17 +15, STR NO. 79 (No Curve Run) Donald Bottamiller I •c +15 STR. NO. 61 CP Morgan Communities LP 'o See Sheet No. 18 North Haven Apartments LLC v, +80 STR. NO. 97 1.•° See Sheet No. 17 Temp. R/W for +09 STR. N0. 73 See Sheet No. 18 Temp. R/W for 1 o W +15, STR. NO. 67 Drive Constr. +15, STR. NO. 90 p. / Bride Constr. CZ See Sheet No. 17 +90 STR. N0. 77 � Temp. R W for +05 STR. N0. 59 See Sheet No. 17 , See Sheet No. 18 See Sheet No. 18 z o +80 STR. NO. 95 g 'b (1 brick wall o �v See Sheet No. 17 +55 STR. N0. 68 = ( +40 STR. N0. 85 or See Sheet No. 18 nve Constr. +18, STR. N0. 101 IN See Sheet No. 17 +15, STR. N0. 69A 80, +15 STR. N0. 77 +50 STR N0. 82 See Sheet No. 18 +15 STR. N0. 91 + ee Sheet No. 18 I +85 STR. NO. 62 See Sheet No. 7 (1 bri k wa See Sheet No. 18 See Sheet No. 18 See Sheet No. ( 00 STR. NO. 93 See Shee No. 17 2' Non Access E ement 2' N n Access Easement +25, STR. N0. 87 See Sheet No. 18 +14 X 80 _ � (as ho/t) See Sheet No. 18 � + �,.�53 0' -W .. __ 85 -" � 70 + - i I Ea e t Exist. +k' +53 W MIL - 60 grass) 6 W -c r woo ass i c.S T TA X x x � See ,Sheet No. 17 See See Sheet No. Clow - a Line A" Line a Line _ Gray Road grass rip RScP,,,�-r- w ds +35 STR. NO. 58 +85 STR. NO. 63 +60 STR N0. +20 STR. N0. 69 25 STR. N0. 76 +05 STR. N0. 78 +60 STR. N0. 83 +40 STR N0. 86 ( +40 STR. NO. 94 +58 R/W See Sheet No. 17 See Sheet No. 17 See Sheet No. 17 See Sheet No. 17 See Sheet No. 18 See Sheet No. 18 See STR N0. 81 See Sheet No. 18 See Sheet No. 18 See Sheet No. 18 / +09 +40 STR. NO. 66 +75 STR. NO. 72 See Sheet No. 18 I +80 STR. NO. 92 +00 STR. N0. 96 +5 75' See Sheet No. 17 See Sheet No. 17 See Sheet No. 18 +25 STR. N0. 88 +15 STR NO. 89 See Sheet No. 18 75' 18 STR. NO. 102 +05 STR NO. 60 See Sheet No. 18 See Sheet No. 18 See Sheet No. See Sheet No. 17 EROS/ON CONTROL LEGEND +49 STR. N0. 100 asphalt Culvert Pipe Protection - Perimeter Protection See Sheet No. 18 +8 .5 Cl. III Drive Re 'd. w Drop /n/et Protection Revetment Riprop Ditch Check American Aggregates ates Corp. .c Temp. R/W for NOTE- Curb Inlet Protection not Shown on the Plans, `� ''' Drive Constr. American Aggregates ut is to be Provided at Each Curb Inlet. I Corp.rP � � � tta b ' ii Section 9 T 17N R4E 10 w w w 9Ri.'yy^w+s •w F y^w a{` �w�w Q h w w �wMwOwj�w oiw °r I, a, Clay Township y a Hamilton County, Indiana Al R W on this sheet to be as shown;9C ^11^ ao 4� �S + + + All R on this sheet taken from Line A + k r g+wa unless otherwise noted. P � 7 IV 120 0 a - - V - PRORI-F G&9E Lj &42 V. 4 +50, S . NO. 84 AAA +55 S 30 STR. ' -` - - n- _ NO.-67 69A cv +05 S R. NO. 61 nv. c� Inv. cv Inv. 735.39 735.R CD , 734.48 CD CD 0 0 0 + CU J46' o Ipe 1pe pe Ripe o ape ' -+46, SN NO. 98 00 ' OD ° Inv. 736. m 3: 0 In 61' of 15" Abe ® Off ' " s 720 T 1720 0 00 65 00 66-00 67 00 68 00 69 00 70 00 71 00 72 00 73 00 74 00 75 00 76 00 77 00 78 00 79 00 80 0 U , N .N ^ . , Ci . 0 ^ ^ R R I�q� Rte• ^ g: FN R � W 64+50 65+00 65+50 66+00 66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 HORIZONTAL m 3 Ruennui,��i.,, CITY OF SCALE BRIDGE FILE pq''y.,� RECOMMENDED 1" = 50'-0" 0 J ; 6%STE4 • S FOR APPROVAL �� VERTICAL SCALE DESIGNATION •�� , �'^= E IGN ENGIN R DATE CARMEL " _ 19700124 = 1 5'-0" CD� BDF SURVEY BOOK SHEETS _ -0: STATE OF �NDIANP:;' � DESIGNED: HAB DRAWN: EROSION CONTROL DETAIL 005 S",........ 29 Of ss Revised Jul 2 ,,,y, Idi A� ``��o « » CONTRACT PROJECT CHECKED: TAB CHECKED: HAB LINE A 04-10 � • � 1 � � � � ' ' � 1 t l 1 1 1 R h R R i i I I •' I, e � ' � ' I , I/ • I . 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II, �_� I �� ■�11� 1111011IIIIIN MOM Iwo HORIZONTAL SCALE BRIDGE FILE A130105 Inc&*$ *Itb Stom RECOMMENDED CITY OF Sew ReviWons Dded 6121105 FOR APPROVAL VERTICAL SCALE DESIGNATION r��l��■ 'i„��'----_[JrII�:>•[I1:l�•l]''[I7I1Ti/7�_�_--�, _ i • .: � i _ ��____��-_�� •• . - -_��--■�� _�_� • 1�: / • Iii • I: ► I. ► I. ► (► ► 1► ► I. ► 1► ► I► ► I: � (: ► I► ► 1� IL ► 1: • I / � I �/ I / I // I / I // • / I ' // • ' / I // • / • I // I I / I // I / 11 // II • DE.1,IGN ENGINEJER CARMEL D' 1 DESIGNED: HAB DRAWN:Revised July 2005 BY ' 1 1 CONTROL DETAIL m • - -. 1 ' 1 • t h R n n A n R A a Aw al W- ♦ e I I I a I I I I I I a C C _ rI/%' � ! �`��..�.�`.��;:��; lu �\�\�.��\�K/ �� 71f� 7 ��11..-. � _..�... ��Ilr� .!!err: �.._ i..._ _ �r1� _ �� \ fly ��. i■�►w.� - _ - :'. . i�,�' ' - - - i i i I i I��..•�\\� j1�1„t�ir� 1 `.�� 'I�' � uuul �� _ � - _ : /—�.NOWSPIA ::;,.�; �� _A� � -- -r/► � RIM ---.---ls- cu:cii�lll ,.I II �:II.,,��au iii: -:,r�i■�� r.._�i��,.� -- � --- ---_ - -��► --_ - _ ---- --- -_-- — ____-��-��•�..-��_ _•�in� �u�a _ .ter ��,.r�-rrr �. 1 i 1 II ri ��t ,`;�``�\�t"i��a. • � .��r1 'lam '�'+�.� .-.r � _ � . _ � _� _ _ _ _ _ - "�� ,_•�,,,.�i►I n r;, t Woe, .411 ►et VIA, \\\ �e��r� . --.' — � �/ _,�.•.I�I I 1 I�I I I ■tffl,l� ��>;l':'i�h`�'\\Iry �� - te�►�:f fr/E —— ■� - ��► �„� �. ♦.. ■I I I I I I �IIII!\\\\\\��I��l(1if 1'�\�`i i\ r��t I I t I �� - - . - 1 .._ .. PNENF1MriTi3lJPTi�I .� _ _ P�.ltTari _ __ 1_, �••'••� :..�. �.-"11 I I III I - ,..�\ ""�M.'I�'�Nti \I• _. �1'.. {��•,� 'K ��~ „� r� � �� .. ��I�� - _ ..._ . r�■11LLrI Ia\-�:`� ' �+ '�'�r� �� mr --► r . -��•w+.�'�j•�'��.�..-��i■��■■�c.�.....��'��'i� _ I I I III I! 1♦t�.ul L��\\\\\��a`U� .'\`.//A� � .�—_rwllwl ,,,,,� . AA�� `_ ill► ..:.IV7�l� �.:._ l.�a��w�� I - ...�\\ ,\ - , Il 1 r ��\\\ \��, _ _ --_ ^�"►.n�llllll ls, _ `` ,•�+ �r _'..'r'�r- _ t'� .-��-� r� �....aaa�.�.�..- __ � I III I \\\\ J ,��\\.N�� `\=•' -x � �_. � ^~ -I►-�!S"•�"'i1IlA 1S v � �•• -• \\\\ .�`., .\�...:.• �:'.�� - --- fir--'+�r• .7L:• .n I� �'-L �i 11\ � 1 ........... 1 IIIIIIIIIIIIIIII r, `� IIIIIIIIIIIIIIII .�. nnnR t, 'I ` ' • R n n n I � �' ,'. ' h h . n . R O n n - n R ►� n h h h III � i � / ♦ ♦ I I I '10NMom� ��1�� !!!� . . ■�■��■�, ,yam!�'*�*■��■1 1■��■�1!1OUf ., �f�■�1■�■ �n, :/ ;, ,: - ISBN MINI VA WOMEN � ■�■��/S_.il%��■ ��■r�i iii■��■�I �■I ■�■��■��■�� ■ �■ 1 �■�■ � � ��■ICI ■�11� �I� .1....1.�.�■I�■�■ � � �� 11�■�■�■I 1 I: ► � 1► ► 1. ► 1► � I► ► 1► ► I► ► I► ► Iw ► I► ► 1. ► I► ► 1► . IL ► 1► ► � . . - • . . • I I I I I I I I I I I I I I I • r�. HORIZONTAL SCALE BRIDGE CITY OF VERTICAL SCALE DESIGNATION • - . . ..• -� • `r • „ , / 1 ' E 1 DESIGNED: HAB I :•• 1 - BY EROSION 1 ' 1 DETAIL Revised , " • 1 1,1111 7 LINE it A 99 CONTRACT 1 ' 1 55 Q) s i f ftV (60 0177AA/ Section 8, T17N, R4E Q3 Clay Township V-.. Hamilton County, �9 IL American Aggregates Corp. American Aggregates Corp. +00 STR. NO. 127 +38, STR. NO. 111 +56, STR. NO. 134 t NO. Sfimu:W. See Sheet No. 20 uati 75, d = 18'00 00 Rt. 0 s X—X X— X—X- 6FAIrm W --------- P.L 1011+74. 19 as —Line "A" (Section Line) 7 �p .......... W - ---- -- - - - - - - - - tray Road +00, STR. NO. 128 9 4 . 1 "PR-A" _Exist. RI See Sheet No. 20 STR. NO. 135 See Sheet No. 20 American Aggregates Corp. American Aggregates Corp. CURIE DATA P.I. 98+63.45 "PR A" A = 18*00'00', Rt. D=10'25'03" T=87. 11' _ R A' 6PR L=172.79' Section 9, T17N, R4E Line A R=550.00' Clay Township To Be Consiructed Hamilton County, Indiana E=6.86' All R on this sheet to be as shown. e= N.C. All R14Y on this sheet taken from Line 14" unless otherwise noted. CA Minn IC4nT 0% 0% am jJL U f2". 750 I'VHU- MAUL W 1.0 , ...... Existing 01i END OVENTAL CC USMUCTION (v C) 740 -6104 74z 67 114- C) C) ()j 00 +J8. SIR 133 CD CD 7j5 7JO -------- V) .... .............. in v. n-2-4 -4-> 0 -6 Z -4 DA 0 !1* M U f) CN14 �Q t6 N Co #06 fz b4 r< -0 U) 0 100+50 L 96+50 97+00 97+50 98+00 98+50 99+00 99+50 100+00 100+64 W HORIZONTAL SCALE BRIDGE FILE R CITY OF ... - P RECOMMENDED 1 50'-0" No 4 CD J' "k- FOR APPROVAL �p 1%, VERTICAL SCALE DESIGNATION 19700124'• n< ENGINEER DATE CARMEL 1 = 5'-0"- - CD J-01. STATE OF = SURVEY BOOK SHEETS s DESIGNED: HAB DRAWN: BY CU EROSION CONTROL DETAIL 31 of 96 At CONTRACT PROJECT LINE "A" CHECKED: TAB CHECKED: HAB ir F 04-10 I ' W W I Lw IZK 2 c � v v I I of of of of r� O O N r i O CO N O tp S t11p O O�o � ) L6 tc) 00 00 �d �d O i o no rn to 00 V- 0 Op C i of ui of of of N co op co of of 0000 N 00 O h oNi O 01 N l rn ^ rn o ^ N �o <F o rn I { M + + + I / i I roll CIO ) no 00 0i 00) eF tl eh et eh h o I r O O O ! a0 DU �O �b � �U 4� 4� �O �O aO a0 DO �b 4� 0.� DO �J 00 R� Ch A I : woods ; ilI J STR. NO. 130 +30, STR. NO. 131 +10, STR. NO. 132 American Aggregates Cor , � +60, STR. N0. 129 American Aggregates Corp. +40, p Sheet No. 21 See Sheet No. 21 (landscoping) See Sheet No. 21 See Sheet No. 22 (woods) 0°® gross) ��ti J (woods) < °.. . . _ _ _ �� . _ r - _ - Exist. R/ H _ APP• . .. ..,. -- _.-. :-_._-___._.--., _. -- __ RCP —sa-- . . P .__ _.. _ 1P 9 _ - --- 12P . ..._.. .-vim____ - - — -- f _ - _. . .._ J -- _ (cone) .____ .�— 96th Street Line "S-96-A" �I Section line ( 96th Street — — N 89'5,5'12" E P.Q.T. Sta. 50+00.00 P.0.T. Sto. 78+78. 13 "S-96-A" (conc.) - _ O -- � = h - � -�- (gross S)18 f 12"RCP _ P Exist. APP. Exist. R/W 18"RCP R P Parking X NF, 4- Easemen River Ridge Crossing, LP Parking Easement-' Century 21 at the Crossing �;'I �. f +20 _ _ 135' - / 12"RCP t ', ;,�, �; (pond) 13 6. 1 Syd. of Revetment Riprap Req'd. F lei g6 sing, LP (Pond) 13.3 Syd. of Geotextiles Req d. EROSION CONTROL LEGEND r Drop Inlet Protection NOTE.• Curb Inlet Protection not Shown on the Plans, W � But is to be Provided of Each Curb Inlet, O U O p v � �x tse 1-bo-to ZV v o,In M Zo bo er bo "v e��n to to Into in of rf O N O ^ QJ^tD o pa O ai 29 0 DO^ oh h h 1h O 112 cetpp to o�O v-to N (31 � in 00 00 V)' v 01 O V- O O N h 0 h �rn 0. N tr h v � �o.N 11-111 i op oi op op K) r i obi obi oMi obi o+i obi obi vtii obi obi O O + N N N N N '+7 ' ` `! h `o ^ + O O O O O 750 __ ___ _ I S 7-8-f-78 13 5-96-A' End Incidental Construct n ! I - I — -- -- — 740 740 _ - - - \-4n v, 72 .1 _ - - -- nv. 724.07 - - _ n x. nv. 721.82 0. 7301 ------ - - ----- - ------ 0U aO rn CIO rn O O O O O O O O O O O O O O O O O O CO O CO Q; O O 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 �� HORIZONTAL SCALE BRIDGE FILE \\`\`\\\\�� R p �,,��i RECOMMENDED g CITY OF 1„ = 50'-0" ------ - - - J� �G\STERF 9iS' FOR APPROVAL '0" _ VERTICAL SCALE DESIGNATION ��' DES GN ENGINEER DATE CARMEL 1" = 5'-0I x•19700124 = _ _ 'O: STATE OF SURVEY BOOK SHEETS 0". ��pIAN �` DESIGNED: HAB DRAWN: MEW EROSION CONTROL DETAIL 32 of 96 P.•' �''% C� •'°••.....• Cj moo• 1E �' ONAL � `� CONTRACT PROJECT ��iigS��1f11111i�nm� ��``` CHECKED: ARE CHECKED: HAB LINE "S-96—A" 04-10 X t Bent No. 1 t Pier No. 2 t Bent No. 3 Sta. 81+38.50 "A" Sta. 81+82.75 `A" Sta. 82+2700 `A" Elev. 744. 15 I Elev. 744.76 Elev. 745. 16 A% i 11 1 It 1 , It 11,i ' ti '� ' '+I+1i'' 11 � 1i It It I i; 1'' + i't1 I i,1 It t + It 1 t t It' + � ' + 1 'i ' 'i + � 1 ' It t 'i , 't It 11 i 1 It It t ' , ;; 1 � t ; I ; t , It Line A & Section Line , ; t , N DO 1120 E ; SUMMARY OF PILE LOADING FOR --------------------, ; ; ; --_---------------- , ------------- GEOTECHNICAL TESTING Ik Vit, „ ' Bent No. 1 Pier No. 2 Bent No. 3 t ' ', oo Design Load (Tons) 70 70 70 1 ne-► Factor Of Safety 25 2.5 2.5 _ It Factored Design Load (Tons) 175 175 175 Sta. 81+50.00 TB-2 Friction In Scour Zone (Tons) N/A N/A N/A `A" 'I ; ''; 1� o ; � _ Offset = 6.0' Right �', ; I, Sta. 82+30.00 `A" Down Drag Friction (Tons) NIA NIA NIA _ ��', ' ; ' ; Offset = 8.0' Right Ultimate Load in Rock (Tons) 175 175 l75 i; '; ' x '; Testing Method By Formula, Standard Specification 701.06(6) , 1 t1,I 1 + ' It it k It t t ' I ' + , t PLAN Scale: %6" = 1'-0 LOG OF TEST BORING Boring No. TB-1A LOG OF TEST BORING Boring No. - --- -- S TB-1A E LOG OF TEST BORING Boring No. _T8=2 LOG OF TEST BORING Boring No. _ ___TB-z Project Gray Road Reconstruction Elevation 740 Elevation 740 /l/�Ti// - ------ Pro ect _ Gray oad Reconstruction - -- Elevation_742 ��Al�V N Datum USC&GS Project Project Gray Road Reconstruction — -- Elevation_...____742. tIll,llllllt Location Hamilton County, Indiana 2O/�,tr j/�jl/N Datum ___ USC&GS Project Gray Road Reconstruction EEI Pro'. No 1-04-147 Location Hamilton County, Indiana ,2'(�1,A1rJV' Datum USC&GS Location Hampton County, Indiana --- — ''A - -C ' -- —- Datum USC&GS Client United Consulting Engineers&Architects EEI Proj. No 1-04-147 .� 1-04-147 C Location Hamilton County, Indiana Client United Consulting Engineers&Architects EEI Proj. No— � Sheet 1 of 2 Client United Consultinq Engineers&Architects EEI Proj. No--L-04-147 7770 West New York Street-Indianapolis,Indiana 46214 `�� 7770 West New York Street-Indiana Indianapolis,Indiana a6z1a Sheet 2 of 2 � Client United Consulting Engineers&Architects _-- P �� 7770 West New York Street-Indianapolis,Indiana 46214 Sheet 1 of 2 7770 West New York Street-Indianapolis,Indiana 46214 P p Sheet ? of 317-273-1690/317-273-2250 Fax 317-273-1690/317-273-2250(Fax 317-273-1690/317-273-2250 Fax 317-273-1690/317-273-2250(Fatx) Proj. No. STP-9942() Station 81+50 Weather Cloudy Driller E.D. Proj. No._ STP-9942() Station 81+50 Weather Cloudy Driller E.D. Proj. No. STP-9942() Station 82+30 Weather Cloudy Driller E.D. Proj. No. STP-9942() Station 82+30 Weather Cloudy Driller E.D. Struct. No. --- Offset 6'Rt. Temp. 75°F Inspector --- Struct. No. --- Offset 6'Rt. Temp. 75°F Inspector --- Struct. No. --- Offset 8'Rt. Temp 78°F Inspector --- Struct. No. --- Offset 8'Rt. Tem p 78° F Inspector --- p SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES SAMPLE DESCRIPTION/CLASSIFICATION SOIL PROPERTIES No. y Rec N Depth and REMARKS q q° Yd W ILLIPLIPI No T Rec N Depth and REMARKS qp q„ Yd W LL PL PI T Rec N Depth and REMARKS Y, W LL PL PI T Rec N Depth and REMARKS W L� PL PI g % Value ft Elev tsf tsf pcf % % % % % Value ft Elev tsf tsf pcf % % % % No. % Value ft Elev q P q° o qn q° a Isf tSf pcf /o % % % No. % Value ft Elev tsf tsf pc TIC CONCRETE.(7 f ASPHALTIC• _ CRUSHED AGGREGATE, (subbase) ° CRUSHED AGGREGATE, (subbase)60 23 ° SS-1 100 22 74 AGGREGATE ossible subbase 7, SILTY LOAM, hard, > SANDY LOAM, very stiff to medium stiff, moist, most, brown, (fill) SS-2 100 8 brown, (possible fill) 0.75 21.5 SS-9 100 21 0 SS-2 100 8 SS-9 100 26 5 73 35 70 5 SANDY LOAM, loose, moist, brown ° ORGANIC SILTY CLAY LOAM,very soft, 35 _ SS-3 100 7 moist,dark gray, SS-3: LOI =21.5% <0.25 130.5 SAND AND GRAVEL, medium dense to dense, 0 SS-3 85 11 wet, gray 73 705 O 0 SAND AND GRAVEL, medium dense to dense, toy ss 4 100 20 SS-10 100 23 SS-4 100 13 SS-10 100 26 wet, brown to gray below 24' 40 7 10 0 0 o [ o -73 SAND, medium dense, moist to wet below 13', ,o brown SS-5 35 19 SS-11 100 49 >4.5 10.3 SS-5 85 11 SS-11 100 39 ° 15 725'0 45 69 LOAM, hard, moist, gray 15 s LIJJ 725- o SAND AND GRAVEL, medium dense to dense, ° SAND AND GRAVEL, very dense,wet, gray, 5s SS-6 85 22 wet' gray with limestone fragments SS-12 ao 9z/1 ° J SS-6 ss 23 SS-12 10o a3 LOAM, hard,wet, gray 0 20 72 50 sso- 20 0 >4.5 11.2 - WEATHERED LIMESTONE,gray 50 — — c; 720- End of Boring at 52 ft«C>> 0 6 c SS-7 100 18 0 Auger refusal at 52 ft. SS-7 100 za SAND AND GRAVEL, medium dense to dense, SS-13 X 50 500 WEATHERED LIMESTONE, gray 25 71 Sample ST-1 was obtained in an adjacent wet, brown to gray below 24' boring from a depth of 5 to 7 ft 25 End of Boring at 54 ft«C» ST-1: W=64.8%, 1-0I = 14.1 o 0 y d =55.1 pcf 71 Auger refusal at 54 ft SS 8 t003 1 SS-8 100 21 0 C.T, 30 71 X 30 r� WAT Confinued Next Pace ER LEVEL OBSERVATIONS GENERAL NOTES WATER LEVEL OBSERVATIONS GENERAL NOTES s, Depth V While T Upon y Start 5/26/04 End 5/26/04 Rig CME 75 ft Drilling Completion After Drilling Drilling Method 3'/4"I.D. HSA Truck Depth V While T. Upon ft Drilling Completion After Drilling Start _52004 End 5/26/04 Rig CME 75 To Water 9 10 BF Remarks Grouted above the cave-in depth with Drilling Method 3'/d'I.D. HSA Truck To Water 13 11''12 BF Remarks Grouted above the cave-in depth with To Cave-in 12 bentonite and concrete patch at surface. The stratification lines represent the approximate boundary between soil/rock types and the transition may be gradual. TO Cave-In 12 bentonite and Concrete patch at surface. The stratification lines represent the approximate boundary between soil/rock types and --The stratification lines represent the approximate boundary between soil/rock types and — the transition may be gradual, The stratification lines represent the approximate bounds between soil/rock types anti the transition ma be radual. — - the transition may be radual. boundary YPe F BRIDGE d� CITY RECOMMENDED Or ij HORIZONTAL AS NOTED CALF --_ HAMILTON FILE 1225 ty FOR APPROVAL CARMEL VERTICAL SCALE _ DESIGNATION DESIGN ENGINEER DATE AS NOTED DESIGNED: D.P.W. DRAWN: E.E.I. SOIL BORINGS SURVEY BOOK SHEETS 33 96 CHECKED: K.E.F. CHECKED: E.E.I. HAMILTON CO. BRIDGE #225 CONTRACT _ PROJECT ---_ 04-10 O +83.5, CL 111 Drive f7eq'd. O O - ega. ► r , _ - en © O O O O ° 'O O O O O I Ij � !', I -.�,, Section 8, T17N, R4E O 5+00 ►' ''i I� Clay Township �O I� (9raNe Op 0� `� li p Op Op Hamilton County, Indiana Hatched Area India es 132 Tons UTILITY OWNERS AMERICAN AGGREGATE CORP. m , � z � ; � Q "�+; �� • . . � Revetment Riprap oTr 132. Sys. a o` e � I ` �i' / , � I► \11 ! ' _ Geotextiles � See Sheet No. 2 AMERICAN AGGREGATE CORP. Hatched Area Indicates 310 Tons � I , Revetment Riprop over 310 Sys. .r r { n •► I, ' Geotextiles 100 415J +14' l r. I _ I I III i� _ - �__ ubberl PAP 85 85 ---- •=____ 12 Rubb er Pie +53 4 +50 ti 1 +50 __ - --_ - -_____--- vv c 1. ,,ram. . a i -_- -_-- -- -- ----____ --- -- 4 (Woods) +� ---.--- I O I / /� /..w — I� main App 1 APP. �' �• _w. - rocs w - ,V !Pp. P . Y_ - v v ti ) C (grass) I I� 11 I \ � � ► � The Existing tructure consists of 2-24" Corrugated Metal Pipes X X X _ vn X — _ _ X Xr .a_ - X __ X— X X g 9 P ® I'1 1,' 111 _ and 1-96" Corrugated Metal Pipe. The Existing Structure to be / 111 11 .- 1 11 1►Ir i r - �.� �_ _ -� removed. The Existing Roadway width is 20'--24' wide.In „ I I I I ► 1 11 11141 jl —. Line "A" ction Line N DO°1120 E ' I ►III il� 111'11" r► _ \� _ GRAY ROAD I I I I ► ��i 11 ►1111�� (asphalt) EXISTING STRUCTURE (asphalt) i I hI -�I I I r, q I 1 111 1j1 _.._., 111111 i1 »� � �- �� C�; � c.� v w µ}I � CM.• � t� 2�nC 1 1 � 11 P II II ► _ i1� RCP -- `- _ n l� I l - _ i�1iI r � - ____-_- I II I I ►I I 1 - 111111 I Il _. ( rar7. - _ - c�,� 7 4, ApA __�__..._ - , \ I II �I II I-_ 111 i ;_✓ � APP R II 111 I App. R :. +rt .yam . , , 96 CMP � —_ __ - I , � ItI I 1411 . ._ Y I I v v°y d wi - �w..'!a +wr.wans�e®avrr. . +►��fi��i�� i� � �rAlb 71rii �l ° 6V R� - o--_. ,-, % ,. .. _.-1 t? +00 `I , - _ ►� II 1 \ -COQ °- ,��. - +58 +09 --- i II ilri \\,\ _ __. RIW RVW (woods) R1W �' �r u; i \\ - W rII \ s TEMPO" i � ' ' � +09 �� 1 � , ; r � � o / `� +58 ,, I „ �_ ' `i i r +27.0, Str No. 202 (woods) 75 75 P.0.T Sta. 81+06.30 A - 1 » � � I P.0.T Sta. 6+52.31 "BR" � 110 of 6 End Bent Drain Pipe +38.5, Str. No. 201 5b _,w t ' - -- 110' of 6" End Bent - �Q� �b0 NOT�S Drain Pipe �� \ 1 t` 11 C; AMERICAN AGGREGATE CORP. r` ,,, 1` ; ! Notify the Hamilton County Surveyors Office at 776-8495 prior to 1 construction on any portion of the Moffitt & Williamson Regulated Drain (asphalt) i 8+00 AMERICAN AGGREGATE CORP. % ' (grovel') Section 9, � �. � � � , � � T 17N, ROE +83.5, Cl. Ill Drive Re ,d I �\ I�__._ ..._ _ �' Clay Township w = 30 Legai D 1 c7 eraehl 1 Hamilton County, Indiana 770 770 HYDRAULIC DATA - A + HIGH POINT E = 745.8757 - - - PW ELEV 744.9382 - -- ffi H POINT TA = 85+15 HYDROLOGY I 760 - - - - V C. 120' PW-STA 85+50 760 0100 Flow = 1125 cfs = LOW POINT 57A- = 78+48-95 - PW ELEY _ . 745.9882 PROPOSED BRIDGE PW STA = +90 - --- V.C. 120' Proposed Waterway Opening = 424.5 ft2 - PW ELEV =- 9782 - Proposed Roadway Overtopping — 0 ft� 750 Vic. � __ U er Limits of Proposed Velocity Through Bridge -- 2.7 ft/,sec:, Wet Excovat n = 736.0 Proposed Structure Backwater - (L 03 ft. - _ 0100 U 74 .90 Proposed Low Structure Elevation _ 742.2 0.j0. _ __ - Elevation at 0100 = 742,90 _ 1 _ __ �- --- - _ �� - _ — — —_— — _ _ EXISTING BRIDGE 740 - — — — — — — _. —- - _ ___ Existr Water Opening — 56.5 ft _ - - - - - - - - - - -� __- _ _ _ _ -_ _ _ - - - - - - - -- - _ - -.. _. �g way Op ng _ r^ z -- — — Existing Roadway Overtopping �= Y�.98.,9 ft- Hatched Area I- -i'nfes �I _ — ' Hatched Area Indicates � - II ,,_-_ Existing Velocity Through Bridge _= 4.2 ft/sec t n ii _ End Bent Back l v E d Bent Backfiff Along l nP `. „ Existing Structure Backwater : 0,56 ft. 730 z 9 734 Existing Low Structure Elevation 741,24 - - Clearing El. x'36.0 - � � _ g _ Hatched Area In Cates-_. Hatched Area Indi ates _ 101:4 /' - Wet 7a.3 C ys: Exeavr�_on, Dry _ rys. -Excav tron 720 = 720--- 710 710 - - CONTINUOUS REINFORCED CONCRF E SLAB RRIDGF _ Ir" _ ,� �; �, ►� 2 SPANS. 44'-3, 44'—J SKFW 10® LEFT CLEAR ROADWAY 2 21 —� o M, �i ,� �°3 U-1 �, �i � �i � , � v; � �; � ►r; f - GRAY ROAD OVER BLUE WOODS CREED` 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 Iron Pipe W 'N09 s-sr°e \\ �� HORIZONTAL_ SCALE i BRIDGE FILL_ _ Fou PMC Found Alog AAar7 W/ fti Twin Oak �� W IN iii Washer set 1.od Up �� /Y ♦ I' » —/ --- --- - —- 4• torte Abg E Side '� �`� .... F/� % RECOMMENDED 0 CARL /re-f u-e �' G s T ER G' % �° . 1 = 30 — HAMII_TON 25 --- Past ' '> ° Q- k. F • FOR APPROVAL :` 9116104 ��. '-� 1625 N. Post Road ; q :: o . , kr F VERTICAL SCALE DESIGNATION GRAY ROAD -- � ate � �' r-Poet � No. �•.� = D ES T G N E N G I N F_E R DATE 1» = 10' _-_— --_-__- ------_--- T Per 1a�tr 1918' Farm Type Fence - -�--j j - Indiana olis Indiana 46219 PE10200129 - ------------ v 18.5 V l t p STATE OF R.S.J. — P*P ` LAYOUT SURVEY BOOK SHEETS ~' N Found Ala W-side Phone: 317-895-2585 - ` DESIGNED: D.P.W. DRAWN: j� 1 �!�J 1 27 ( Rebor Found 0.5' 0 9 Consulting I ngineers - — 34 of 96 `y 6 1 Atbg Nor? W/ e o. UP 13' Oak 1. Up % N P' -- -- r"o �y. �A,w s°�°� Fax: 317-895-2596 Web: www.ucea.com %� AN �.� 114oaher set PWP j21-1�3-8 Ai�h�tects � F P.O. T BO+OO.00 »�» P.O. T 90+00.00 »�» 'IUS1QNAI..1�-' CHECKED: K.E.F. CHECKED: D.P.W. HAMILTON CO. BRIDGE #225 CONTRACT PROJECT NE Cor P 1 Otr�2R q 8 „T 15N ROE ,, ---- -04._ 10 ---- P.V.1. STA. 82+00.00 EL. 744.94 V.C. = 120.0 Concrete Bridge Railing Railin g TX 0-JOT Transition Type, TTX (Typ.) Berm El. 741.20 ' �_60%-�- ---- Berm El. 741.90 0000000000 on on a non o000 � � o0 000 lute ral = i Integral g i VQ100 H.W. Fixed --------------------- ---- -_ SIoPe _—.— ----- --- - ------ 7- Clearin El 736.0 ;; F-1 - 4, HP 12 x 5J Steel `%l" ; ; *' n III II II _ - '' Approximate Existing vy <� , 2 —0 I I I I I I I �' Piles w/Pile Tips Driven ; ; T �_L; ---_- L1; L� -- - Ground Along Line A to 175 Tons Ultimate Capacity i (yP) 18" Re ' vetment Riprap in Rock (Typ.) I I I I over Geotextiles (Typ.)L2 -opt Bent No. 1 (TyP) Pier No. 2 Bent No. J ELEI/AT/ON Scale: %" = 1'-0 Ben t No. 1 t Pier No. 2 t Bent No. J Y Sta. 81+J8.50 `A" Sta. 81+82.75 `A" Sta. 82+27.00 Skew 10° Lt. Elev. 745. 16 Survey Benchmark Req'd, Elev. 74 4. 15 __------.- Elev. 744.76 (See Special Provisions) Win « 9 Wing C 1 1 00 Q 20 -6 Reinforced a Concrete Bride Approach , ' 1 , 2' -0 LO Li 1 1 1 1 I 1 1 1 I I 1 1 1 , 1 1 1 I i i I i II I � l 1 i '� Face of Curb NV O i i 1 1 i 1 iI 11 'i i iI 1 1 1 o i I Terminal Joint Q Joint Type /A ' ' Riprap �� .1 ;, Riprap 1 o I I Limits 1 1 I I -; , Joint Type lA 3 \ Oi 111 , Limits I I 1 1 1 Or Profile Grade ; ° Face of Curb Q 1 +---_ _ 1 , 1 _ _Line A & Section Line ! w _ _ _ , , N 00'11'20" E Q °'o �� 44'-J t Bent to t Pier �� '1 ' '+ 44'-J t Pier to t Bent �1 ' 11 o, O 1 , I I I I + 1 1 '1 i i i i Il Face of Curb 1 S I I I I I 1 I w v ■ ; ; Profile Grade � � Cap 11 11 0 1 % ' 1, 1'1 1Cn � a i1 1 i J p, 22 � 11 iI ' 22 1 1 I I ► 1 I o ; I Terminal Joint % ' '� o '1 _ op � I I 1 ' ' I I 1 1 6» pvrn i. ' 'I o t� '� , �� 6„ pvm't. 'I 'I a Q) or ; ; Ledge 1 i A ', ' I ► ', m e ' ' ' i �edg 1 1 NU i i Face of Curb I t ' 1 I I 1 1 1 1 1 1 1 1 ' O 1 It <: 1 o ; , I i I 1 20'-6 Reinforced_ o �: 1. 0 90 D/ Ou�l o bd1 Bride Floor o .� �` 9 1 I c: i . Concrete . , c ete Brid e Approach 9 PP I ' Graded Shoulder (Typ.) Wing ,B» ' �! 1 --i I ' Wing `D" CX�' Architechural Treatment Req'd (Typ.) CONTINUOUS REINFORCED CONCRETE SLAB BRIDGE (See Special Provisions) PLAN 2 SPANS: 44'--3 44'--3•` Scale: �" = 1'-0 , SKEW: 10 LEFT CLEAR ROADWAYS• 2 0 21 14 --0 r� GRAY ROAD OVER BLUE WOODS CREFK ?;• \\\\`II'IIIII�i�iii,�,, HORIZONTAL SCALE _ BRIDGE FILE •` y ... NF/ RECOMMENDED t CITY OF 12.25 _ ---_ L e AS NOTED HAMIL TON r :��Q� �STE F Cam'% FOR APPROVAL 916104 R .. . `a . CARMEL L --- — - - � , VERTICAL SCALE DESIGNATION N0. = DE ICN ENGINEER DATE AS NOTED - � PE10200129 STATE OF SURVEY BOOK SHEETS DESIGNED: D.P.W. DRAWN: R.S.J. _ %0�` '�ND IP, ��\� _ GENERAL PLAN of 96 G - CHECKED: K.E.F. CHECKED: D.P.W. HAMILTON CO. BRIDGE #225 CONTRACT — PROJECT 04-10 89'-0 Out to Out Coping 15'-0 21'-0 Clear Roodwoy 17'-0 Median 21'-0 Clear Roadway 15'-0 1'-2 13-10 Sidewalk 1'-6 18'-0 Lane 1'-6 8'-6 8'-6 1'—61 18'-0 Lane 1'-6 13'-10 Sidewalk 1'-2 2" 2» Roiling, "TX" (Typ.) Limits of Masonry Limits of Coating (T O Surface Seal Line `A" 6" Curb (Typ.) Profile Grade Profile Grade Type 'A" Constr. Slope 2q Slope 4q Slope 41-1.- Sloe 27. Joint T Slope 29 (Typ.) Slope 290 _--P— 24" R.C. Slab %" Half Round Drip Bead (Typ.) 6» 1 TYPICAL SECTION (T O Scale: %" = 1'-0 GENERAL NOTES Reinforcing steel covering sholl be 2%" in top and 1" min. in bottom of floor slobs, and 2" in all other parts, unless noted. DESIGN DATA Designed for HS25-44 Loading and alternate military loading in accordance with 2004 AASHTO Standard Specifications for Highway Bridges, 17th Edition. Designed for actual dead load plus 35110t. of future wearing surface. Slob designed with 1Y2" wearing surface. ALLOWABLE DESIGN STRESSES Class "A" Concrete (c = 3,500 p.s.i. Class "B" Concrete (c = 3,000 P.S.i. Class "C" Concrete (c = 4,000 p.s.i. Reinforcing Steel (Grade 60) fy = 60,000 p.s.i LJ `V 00 CONTINUOUS REINFORCED CONCRETE SLAP BRIDGE 2 SPANS: 44'-3, 44'-3,• SKEW.- 10° LEFT CLEAR ROADWAYS: 2 @ 21'-0 GRAY ROAD OVER BLUE® WOODS CRFFK t, , HORIZONTAL SCALE BRIDGE FILE \\,,,•�y� P. wlNlj RECOMMENDED f CITY OF AS NOTED HAMILTON 1225 n, �1STER ?� 1 N0. Fo FOR APPROVAL U," DESI 9116104 CARMEL VERTICAL SCALE DESIGNATION ENGINEER DATE — - ----- --- <,- - PE10200129 _ AS NOTED — T `. TAB �� DESIGNED: D.P.W. DRAWN: R.S.J. SURVEY BOOK SHEETS %0,�` _ GENERAL PLAN _ _--�C--96 36 of 96 :a S/ONA�E�G�` CONTRACT PROJECT ii �� CHECKED: K.E.F. CHECKED: D.P.W. HAMILTON CO. BRIDGE , 225 04—10 92'-9" 46'-4%" - I 46'-4%" N. r- 1'-4%" 60 Spaces ® 1'-0" = 90'-0" (61-502) 1'-4%" I if Pier No. 2 I �-- Line Sta. 81+82.75 `A"- 3-#7 x 32'-3 , l 3-17 x 32'-3 o I ^. I t Pier N - – -- V O 11 I 501 502 ' I - 3'-0 501 3-#7 x J2'-J Min. Skew 10' Left-- _ Lap PLAN Scale: %" = 1'-0" 58 Spaces ® 12" = 58'-0 (59-15 x 3'-0) Note: - -- -. -- 15 x 3'-0 Bars to be tied in place before concrete !! » " �-- t Pier is poured. Elev. 741.58 A ?_ x 8 Keyway I 502 I n 14-501 2 R-0 128-#6 x 8'-5 (Typ. ea. end) Min. (61 ea. fa. &. r•T-i rT� r-rr r'�� rT-� r-�'-i r'�-i rT'-� r-�'-i r•T� r-I-� rT�-i r -i r-rr rT-i rTr r-"' Lap w115 & 17 11 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 11 I 11 I i i I 11 I I I I 11 1 I I I I I I I I i l l I I I I I I I I I I I I Lap I I I I " I I I I I 11 1 I i I I I I I " i 3 in ea. nose) I C I I I I 11 1 I I I I I I I C I I ( I i l l 11 1 I I I 11 1 I I I I I C I I I I I I I I C I 11 1 I I I I I I 11 1 I I I I I I I C I I I I 1 1 1 I C I I I I 11 1 11 1 I i I I I I I I I I I I 11 1 I I I I I I 11 1 11 1 I I I 11 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 11 1 11 I 1'-O" 11 1 I I I I ( I I C I I C I 11 1 11 1 I I I I I I I I I I ( I I ( I ' I "Elev. 733 0 NO 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 ( I I I I I I I I I I I I I I I I I I i i l l 11 1 I I I 11 1 I I I I I I 11 1 I I I 1 1 1 I C I 11 1 I I I I C I I I I I C I 11 1 11 1 I C I 11 1 11 1 11 1 11 1 I ( I 11 1 I I I 11 1 11 1 11 1 I I I I 1 1 I I 1 1 1 1 1 I I I I I I 1 I I I 1 1 I 1 I I 1 1 1 I I I 1 I 1 1 « „ Elev. 732.0 1 — -- — 18-HP12 x 53 Steel H Piles I I 1 I I I 1 I I I �, t �, t I ' ' Piles Driven to 175 Tons Ultimate Capacity in Rock (Typ.) � «� » 26-#5 x 46'-5 10-503 126-15 x 46'-5 �I /`i (13 ea. fa.) (Typ. ea. pile) (13 eo. fa.)ELEVA TioN . Scale: %" = 1'-0" 94'-9" Out to Out Footing 1'-0" 46'-4Y" 46'-4Y» 1'-4Y2" 60 Spaces ® 1'-6" = 90'-0" (Spacing for 16 x 8'-5") ' — Line `A" r� " ' 2'-0" HP 12 x 53 Steel ° 501 15 x 46'-5" Min. H Piles (Typ.) 15 x 46'-5 6x8 -5 A Lap ;� �� 1'-0" Radius II O O _Tv' ....T _ "T "T eqm "P ��' T— "Y_ _Y' � ' Y _ -I - - —►— - - I- - - +-- -- - --F- - - + —1 -a – – - ,_. Nil _a – – I�i 503 Approximate Location Skew 10' Left--� of Existing Gas Line , (See Special Provisions)---- I , I 6'-0" ' 17 Spaces ® 4'-,9" = 80'-9" (Pile Spacing) ' 6'-0" FOOTING PLAN Notes: r' Scale.' %" = 1'-0" For Reinforcing Bar Notes, see Std. Owg. E703-SRST--01. For Additional Details & Bill of Materials, see Sheet No, xx c_ For General Notes, see Sheet No. 36 r, w �� P W/ HORIZONTAL SCALE BRIDGE FILE y NF ''' RECOMMENDED II CITY OF /�i AS NOTED HAMIL TON 225 ��isrERFo. cF` �,. aa�,, 9/16/04 - --- - FOR APPROVAL VERTICAL SCALE DESIGNATION CARMEL N0. DESIGN ENGINEER DATE --- PE10200129 E AS NOTED - STATE �' • � SURVEY BOOK — -- SHEETS � DESIGNED: D.P.W. DRAWN: R.S.J. VIER DETAILS 37 of 96 O�` ' IANP•. �t1 --- — — SS\ONG�`\ HAMILTON PROJECT A\_E'- � CHECKED: E.P.J. CHECKED: D.P.W. HAMILTON CO. BRIDGE #225 - -- �. III 04-10 BILL OF MA TERIALS 15 x X-0 ' REINFORCING STEEL X 8 1 -8 Size or No. of Length Weight— 17 x 32 P-3 /01, -: Mark Bars - lbs.2 2'--7 17 9--,--.J2'-.J — 502 To tal 17 593 lbs. 501 x 50- 11 Q) 16 x 8'-5 16 1 128 8'-5 011: -D 21" @ 4- C/. Total 16 1,618 lbs. Q) Q 11 1'-8 15 x 46'-4 501 28 5,-11 502 61 2'-8 501 180 6'-10 15 52 46'--5 Y2" Preformed Joint Filler (Full Length) 15 59 X-0 502 x 2'-8 Total 15 4,327 lbs. (Z$ ;7" 503 (T 1 o yp.) Total Reinforcing Steel 6,5J9 lbs. AL 11 II II in i CONCRETE CLASS "B" Concrete, 8, Footings 14.0 cys. 1'-5 CONCRETE CLASS "�7'--/A/ SUBSTRUCTURE HP 12 x 5J Steel " Piles t Pier— 2P-O 50J x 6'- 10 Concrete, A, Substructure ±! W 8 cys. Piles Driven to 175 Tons MISCELLANEOUS Ultimate Capacity in Rock (Typ.) I SLAB & PIER INTERFACE DETAIL BAR BENDING DETAILS Pile, Steel H, HP 12 x 53 18 ® 50.0' 900 Lft.-- 1p-0 2'r0 1'-0 Scale: Y2 = 1'-0 No Scale Pile, Tip, Steel H 18 Ed. 2P-O 2'-0 4p-0 SECTION A A Scale• 1'-0 Notes: For Reinforcing BGr Notes, see Std Dw q E70,3 31?,ST For General Notes, see Sheet No. 36 6 HORIZONTAL SCALE BRIDGE FILE P W/ BRI ...... RECOMMENDED I CITY OF AS NOTED HAMILTON 1225 FOR APPROVAL- 9116104 AS SCALE DESIGNATION CARMEL No. DESIGN ENGINEER DATE PE10200129 . AS NOTED p••. STA TE OF DESIGNED: D.P.W. RAWN: R.S.J. SURVEY BOOK /4, SHEETS PIER DETAILS .......... 38 of 96 SIONACC\\0 CHECKED: E.P.J. CHECKED: D.P.W. CONTRACT PROJECT HAMILTON CO. BRIDGE #225 04-10 90'-0%" Out to Out Bridge Floor 5%" 107 Spaces ® 10" = 89'-2" (#6e x 46'-3 Top, 16 x 46'-3 Bottom) (580e, 581e in Sidewalk & 582e in Median) 16 Lines (Sidewalk) 17'-0" 2-15e x 45'-8" ea. line - 32 Total Req'd. (1'-6" Min. Lap) r 7-110e x 47'-6" I 7-110e x 47'-6" Wing `A" (5'-2 Min. Lap) «,-,» (5'-2 Min. Lap) ' Wing "C" - 1 6" Pvm't. Ledge 2 Layers Polyethylene (min. 108-580e ; ; %" to be included in the #7e x 32'-2 cost of the o r slab R.C. Bridge Approach Joint Type lA 522e 108-581e 41 #6e x 30'-D" I - 41-16e x 30'-0" o • . . -- - �1 I (2'-0 Min. Lap) I (2 -0 Min. Lop) I o 599e -- ------------------ ------------------------ ----------- -------------- --------------------- ------------------ - i 521e v u » I B I This Hoff Showing �� • ' Top Reinforcing 108 Lines I, ; 2-16e x 46'-3" ea. line Dense Graded Subbase 216 Total Req'd. Geotextiles- 18e x J2'-4 • - - I 1 ' (2'-0" Min. Lap) ` 2:1 Sloe �- " tA" 18 Lines Median ' ', ` P Varies 10/ 2- 5e x 45'-8'p ea. line • • 1 to Channel to 2 Min. � # ;Skew 10' Lt. I ' 42-110e x 20'-0" 36 Total Req'd. 41-,f9e x 34'-0 � 4 1 17e x 32'-2 over Pier (1 on t) (1'-6" Min. Lap) !! » I ; 1 lt' --- ------------------------- -------------------------------- -- ----------- ------------------- --------------- --- ' t It Aggregate for 520e Q It ( ', 1� � F B ndbent ackfill i 523e o ' o 1 i Line ° .�, ------------- ------- --- ---------- --- --------------------- ---- - ±—_—_— 6" End Bent -"O • 4.1 '� Drain Pipe 0 108-582e ; I 18e x 32'-4 ' --- ------------------- --------------------------------------- -------------- ----------- --------------------- ' ------------------------- --------------- --- I a » I HP 12 x 53 Steel "H" Piles 42-#8 x 30'-8" - 41-18 x 46'-6" C Piles Driven to 175 Tons I I 601e I(1 on t) (3-3 Min. Lap) 601e—_ I It I , Ultimate Capacity in Rock (Typ.) �� I I I � 1'-3 1'-3 This Hoff Showing ; 1'-6 2'-6 It Bottom Reinforcing 108 Lines - `O 2-16 x 46'-3" ea. line 216 Total Req'd. SECTION A A ' (2 -0 Min. Lap) Scale: %" = 1'-0 I-- -------------- ---------------------------- ---------- ' ---------- --' 41-18 x 46'-6" i 42-18 x 3O'-8" (3'-3" Min. Lap) (1 on �) I It It v i Wing "B" I 7-18 x 46'-6" t Pier No. 2 7-18 x 46'-6" I Wing "D" I (J'-3 Min. Lap) `I (3 -3 Min. Lap) t Bent No. 1 -'1 14'-3" 14'-3" � t Bent No. 3 I 1 44'-3" t Bent to t Pier '� 44'-3" t Pier to t Bent 3'-0%" 28 Spaces @ 3'-0 = 84'-0" (29 Lines 3-601 e ea line 87 Total Req'd.) 3'-0%" PLAN tom, Scale: �" = 1'-0" �L c, Notes: For Reinforcing Bar Notes, see Std. Dwg. E703-BRST-01. 1w; For Construction Joints see Std. Dwg. E724-6,ff,5--01, e" Denotes _Epoxy COGted Steel. r , HORIZONTAL SCALE � BRIDGE FILE CITY OF ? � F/ /,, RECOMMENDED ; AS NOTED HAMILTON 1225 gP� STERF � FOR APPROVAL ,,.._ ----- -- - 9/16/04 T VERTICAL SCALE _ D_ESIGNATION No. _ DESI N ENGINEER DATE CARMEL AS NOTED - PE10200129 sraTE of , w = SURVEY BOOK SHEETS ''�� DESIGNED: D.P.W. DRAWN: R.SJ. SUPERSTRUCTURE DETAILS 39 of 1 96 - �'�i,SS/�NAL��`� CHECKED: E.P.J CHECKED: E.P.J. HAMILTON CO. CONTRACT PROJECT '- BRIDGE #225 - ---- - - _, 04-10 89'-0" Out to Out Coping 15'-0" 21'-0" Clear Roadway 17'-0" Median 21'-0" Clear Roadway _ 15'-0" 81 Spaces ® 12" = 81'-0" (Top & Bottom Longitudinal Steel) 12» ** 3» 6" 82 Spaces ® 12" = 82'-0" (Top & Bottom Longitudinal Steel) 61" ��--- Line `A» Limits of Concrete Bridge Surface Seal Limits of Masonry Railing W (Typ.) Coating (Typ.) 582e I #5e x 45'-8 580e 15e x 45'-8 6" Curb 110e x 20'-0 Profile Grade Sao #6e x 30'-0" - Type A Constr. « » over pier Slope 49' Pe 49. Profile Grade 5e x 45' 8 Joint T Slope 29' 15e--- �`_ - Slope 29' T.--r-r- i __� S/o 581 e Slope 27. 16e x 46'-3" Slope 2% lot _ ° ° L4 ° T-TT7-T'T-sT T L� • • 32 • _ 110e x 411-6 -j —L-F�L=L—L-J 7j8x 30'-8" 16 x 46'-3" 24" R.C. Slab 18 x 46'-6 %" Hoff Round ** - 6 Spa. ® 6" TYPICAL SECTION Drip Bead (Typ.) Max. = 2'-9" » Note: 6 Scale: %" = 1'-0 All reinforcing steel in top of floor slab NO and end bents to be epoxy coated. 6" _ 45'-0%" Half Out to Out Floor 3'-0%" 28 Spaces ® 3'-0 = 84'-0 (Spacing for 601e) Joint Type lA R.C. Bridge Approach 1 110e x 47-6 or 601e 2/ Cl. #6e x 46 -3 #6e x 30'-0 #1 0e x 20'-0 w` t C t (,,.<. II I II II II II II II II II II II II II II � 'O �o za ,_;' . wti �.',1''_ II II II II II II II II II II II fl II II I II N � a II II II II II II II II II II II II II II II � 1 II . . II IL II al II . IL II 41 0 0 . JL Geotextiles 1 - 1 - Varies 10%" @ t 1 I to 2" Min. 1„ Cl 6 x 46'-3 3» # Aggregate for 0 1 1 18 x 46'- 6 or T See Sheet No. 38 Endbent Backfill 11 18 x JO'-8 1 1 i T-1 N i 6" 0 End Bent Drain Pipe I HP 12 x 53 Steel uH" Piles `- Piles Driven to 175 Tons � 44'-3 t Bent to t Pier �'� Ultimate Capicity in Rock (Typ.) ; . Q t Bent No. 1 or 11 t Bent No. 3 t Pier No. 2 - HALF LONGITUDINAL SECTION & Structure Scale: Y„ CT Notes: For Reinforcing Bar Notes, see Std. Dwg. E703-BRS7--01. {_1 For Construction Joints see Std Dwg. [724-6J7S-01. c ' e" Denotes Epoxy Coated Steel, CITY Q HORIZONTAL SCALE BRIDGE FILE ` F/�'%� RECOMMENDED I AS NOTED _ H_AMILTO_N 1225_ ;OP ��iSTE,pFO C��; FOR APPROVAL A CARNIEL VERTICAL SCALE DESIGNATION N0. _ DESIGN ENGINEER DATE As NO TED } PE10200129 A . /STATE of :.��` DESIGNED: D.P.W. DRAWN: R.SJ. SURVEY BOOK SHEETS - SUPERSTRUCTURE DETAILS -- --- 40 96 1' ''%,,S1ONACC\��` CHECKED: E.P.✓. CHECKED: E.P.J. HAMILTON ----- - ----- -- T®N C4. BRIDGE #225 CONTRACT _ _ PROJECT 04-10 89'-2" 44'-7" 44'-7" Skew 10'f Left u , t Bent No. 1 a- ►° ,i Wing Sta. 81+J8.50 `A" ' Line A Wing / _0 3-17e x 32'-2" Q �o, ' 3-17e x 32'-2" " 599e 3-17e x 32'-2 °i a r 0 526e 52-6e �' o T-9-TiTTTT T'7-T-r^ -i----T-T'. i--. . . . . . T. T. . T-. . . . . . . . . . . . . . . . . . . W t Bent nl 525e 524e � - 88 Spaces ® 12" = 88'-0 (89-599e in Pvm't. Ledge) — h 46'-3%6" 46'-3%6" 92'-6%" PLAN — BENT No. 1 Scale: %" = 1'-0 3-Lines 6-Lines (3 ea. fa.) 3-17e x 32'-2_" ea line 2-Lines _3-#7e x ,32'-2" ea line 3-#8e x 32'-4" ea line 9-17e x 32'-2" Total Req'd. 18-17e x 32'-2" Total Req'd. 6-18e x 32'-4" Total Req'd. I Elev. 743.39 Elev. 744. 15 (3'-0" Min. Lap) (3'-0" Min. Lap) (3'-3" Min. Lop) Elev. 743. 13 91-522e 7 91-520e & 91-521e - - - - - - - �.-- - - ---- - --- 101-523e PEPW i i i i i i i i i id, --n — i--n i--n i--n 7-525e & - - - 2-Lines Elev. 736.96 7-526e 3-Lines 3-18e x 32'-4" ea line 7-524e & 3-17e x 32'-2" ea line 10-HP12 x 53 Steel aH" Piles T 6-18e x 32'-4" Total Req'd. 7-526e EL EVA TION — BENT No. 1 9-#7e x 32 -2 Total Req d. (3'-3" Min. Lap) Piles Driven to 175 Tons » Ultimate Capacity in Rock (Typ.) , (3 -0 Min. Lap) Scale: / = 1 -0 89'-2" 44,_7» 44'-7" ---�_ Skew 10') Left Approximate Location Bent No. 1 of Existin Gas Line „ ,Ao 1 Wing `B" ;r " g (See Special Provisions) Sta. 81+38.50 `A"- Line A HP 12 x 53 Steel "H" Piles Wing co o � ( Piles Driven to 175 Tons r Ultimate Capacity in Rock (Typ.) + I + r r , ELI -I + H -H t Bent L, � r � 4 Spa. , h ® 12 -f = 4'-0 91 19[ 8 Spa. ® 12" Max. 9'19 Spacing for 520e, 521e, 522e, & 523e 5'-9%" 9 Spaces ® 9'-0 = 81'-0 (Pile Spacing) 5'-9%" <a 46'-3X6" 1 46'-3Y6" - 92,-6Y» PILE PLAN — BENT No. 1 Notes: Scale: %" = 1'-0 For Reinforcing Bar Notes, see Std. Dwg. E703-BRST--01. For Construction Joints see Std. Dwq. L 7-4-BJTS--01,. Denotes Epoxy Coated Steel. P. wlN �� n HORIZONTAL SCALE _ BRIDGE FILE CITY OF �y RECOMMENDED AS NOTED HAMILTON_/_225 FOR APPROVAL .., 9116104 CARMEL VERTICAL SCALE _ — DES[GNATION N0. _ DE IGN ENGINEER ' DATE R t = PE10200129 As NOTED:. STATE OF SURVEY BOOK SHEETS P w DESIGNED: D.P.W. DRAWN: R.SJ. SUPERSTRUCTURE DETAILS - - -- - _----1----T--_ -- _ D AN. 41 of 96 ��SSIONA\ CONTRACT PROJECT ''%, ��`� CHECKED_ E.P.J. CHECKED: E.P.J. HAMILTON CO. BRIDGE #225 ---- 04-10 89,_2„ f Skew 10' Left I Win C t Ben t No. 3 �„—__ « ' 9 " » , „ � Line A o Sta. 82+27.00 A ' Wing `D" f -D" 3-17e x 32'-2" E o, I f A " 3-#7e x 32'-2" 599e 3-17e x 32'-2" 526e A I It f 526e �' o N -- —_ — Bent 525e I I524e r _ 88 Spaces ® 12" = 88'-0 (89-599e in Pvm't. Ledge) I I46'-3 X 4 s 92'-6%" PLAN — BENT No. 3 Scale: %" = 1'-0 3-Lines 6-Lines (3 ea. fa.) 3-#7e x 32 -2„ ea line 3-17e x 32'-2” ea line 2-Lines 'd J2'-4" ea line 9-#7e x 32'-2" Total Req . , » 3-#8e x 32 18-�7e x 32 -2 Total Req d. 6- 8e x 32'-4" Total Re 'd. Elev. 745. 16 (3-0„ Min. Lap) (,3'-0” Min. Lap) ,# » q Elev. 744.22 (J'-J" Min. Lap) - _ Elev. 744.32 91-522e - - -- 1 1 I 1 -------------- ---------- - --- _ - --- - ---91-520e & 91-521 e 101-523e -- 7-525e & — — _ Elev. 738.00 7-526e 3-Lines 2-Lines 10-HP12 x 53 Steel "H" Piles 3--17e x 32'-2" ea line 3-18e x 32'-4" ea line 7-524e &Pi/es Driven to 175 Tons EL EVA 7 BENT No. J 9-#7e x 32'-2" Total Re q'd. 6-�8e x 32 -4" Total Req'd. 7-526e — Ultimate Capacity in Rock (Typ.) Scale: %" = 1'-0 (J'-O" Min. Lop) (3'-3" Min. Lop) 89'-2" --__ 44,_7., 44'-7" �..--- Skew 10' Left f a o Win "C" t Bent No. 3 f I , I g Sto. 82+27.00 `A" � « " n » Ir « » o Q0 I Line A HP 12 x 53 Steel H Piles , Wing D I Piles Driven to 175 Tons ; Ultimate Capacity in Rock (Typ.) i O t Bent I Li 4 Spa. ' Approximate Location •�t' ® 12 I of Existing Gas Line ( I , = 4'-0 919 8 Spa. ® 12" Max. 9'� 9 Spacing for 520e, 521e, 522e, & 523e (See Special Provisions)---, t` = 7'-6" 6 i 9 Spaces ® 9'-0 = 81'-0 (Pile Spacing) 5,-9Y" 46 -3 is I 46'-3Y6" T 92'-6 8" s Cry PILE PLAN — BENT No. 3 Notes: Scale: Y" = 1'-0 For Reinforcing Bar Notes, see Std. Dwg. -703-BRSI=-01. For Construction Joints see Std. Dwg. E724---RJTS--01. p « » r , e Denotes Epoxy Coated Steel CITY O� HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CI " 1 1 lJ — — ---- Q AS NOTED HAM IL 225 c,. ,��Z`..4F, F' •. � � FOR APPROVAL 1 �, �- 9116104 1� No. ES DIGN ENGINEER DATE CARMEL _ VERTICAL SCALE DESIGNATION PE10200129 . AS NOTED ----- �� .. �NaIE OF :�� DESIGNED: D.P.W. DRAWN: R.S. SURVEY BOOK SHEETS ---N - SUPERSTRUCTURE DETAILS D I A N.• -- c _FTS q CHECKED: E.P.J. CHECKED: E.P.J. HAMILTON CO. BRIDGE #225 CONTRACT PROJECT _ 04-10 BILL OF MA TERIA L S BILL OF MA TERIA L S 15'-D" 16 Spaces ® 2'-0 = 32'-o SUPERSTRUCTURE SUPERSTRUCTURE 3" 15 Spaces ® 12" Max. = 14'-6" 3" REINFORCING STEEL EPDXY COATED REINFORCING STEEL Size or No. of Length Weight Size or No, of Length Weight Mark Bors lbs. Mark Bars lbs. Concrete Railing, TX 18 192 46'-6 110e 28 47'-6 601e x 54'-0" 9 Y" 18 166 30'-8 110e 83 20'-0 580e #5e 6" Curb _ 6 Total #8 37,430 Total If 12,866 y Slope 27. 16 216 46'-3 9e 82 LJ4'-0 1 -9" • _ 6» 581e ° Total #6 15,005 rota/ 19e 9,479 � R 18e 24 32'-4 Constr. Joint o Type `A" N ° i ,i b _ 10 _ I Total Reinforcing Steel 52,435 lbs. 4' N Total 18e 2,072 580e x X-2 17e 72 32 -2 - — 8-B 17e 8 9'-8 SEI�/�TION " 521e x 5'-3" N Scale: = l'-0" 2,_2" 3,_0„ o ° Total 17e 4,892 601 e 87 54,-0 10%" 3'-0" � 16e 216 46'-3 17'-0" 520e x 12'-11" 3�" 16e 164 30'-0 O �• 7' Hooks J 2 3" 17 Spaces ® 12" Max. = 16'-6" 3» Total #6e 29,451 2'--r 115' 526e x 4'-2" -- • - 599e x 2'-0 520e 182 12'-11 o 521e 182 5'-3 4-- Line `A" --� 14'-g 522e 182 6'-0 � - S23e 202 3'-3 6" Curb 15e ( 6" Curb 523e x 3'-3" 522e x 6'-0" 524e 14 8'-4 582e 11 Profile Grade Slope 49' Slope 41' Profile Grade 525e 14 8 0 • L 526e 28 4'-2 - - - 6 � 580e 216 3 -2 Constr. Joint C 581e 216 18'-2 " " 0 581e x 18'-2 582e 108 19'-8 Type A i >r N 599e 178 2'-0 16'-8 15e 100 45-8 N N N f5e 48 9'-8 SECTION C—C 15e 88 6'-0 N Scale: %" = 1'-0" 6" 6" Total 15e 18,82J 524e x 8'-4" 525e x 8'-0" 582e x 19'-8 Total Epoxy Coated Reinforcing Steel 77,583 lbs. BAR BENDING DETAILS CONCRETE, C, SUPERSTRUCTURE ' 10'-0" 10 Spaces ® 12 Max. = 9 -6" No Scale Total Concrete, C, Superstructure 803.0 c y s. 3' 3" MISCELLANEOUS Elev. 743. 13 (Wing "A„) 2-#7e x 9'-8” « �� Elev. 744.22 (Wing aC") Pile, Steel H, HP 12 x 53 Elev. 74339 (Wing "B") (1 ea. fa.) -� D Elev. 744.32 (Wing 'b") #7e x 9'-8" 10 ® 50' f (Bent No. 1) 500 Lft. Pile, Steel H, HP 12 x 53 C. 10 ® 51' f (Bent No. 3) 510 Lft. Pile lip, Steel H 20 Ea. 0 15e x 6'-0" `D 22-15e x 6'-0" , o 2" N (11 ea. fa.) c c °' c Cl. 3 3 3 3 12-15e x 9'-8" v L N ° N �cZ (6 ea. fa.) ° ° ° 15e x 9'-8" C' D Elev. 736.96 (Bent No. 1) Elev. 738.00 (Bent No. 3) 0 TYPICAL WING ELEVA TION SECTION `D-D" Scale: %" = 1'-0" Scale: %" 3 Notes: L For Reinforcing Bar Notes, see Std. Dwg. E703-BRST-01. For Construction Joints see Std. Dwq. F_7.9_4-BJTS-01. "e" Denotes Epoxy Coated Steel o> 0 _ HORIZONTAL SCALE BRIDGE FILE RECOMMEND(D CITY OF AS NOTED HAMILTON #225 ` .� 9129104 — - FOR APPROVAL tti ) y. . N0. = D GN ENGINEE DATE CARMEL VERTICAL SCALE _ DESIGNATION_ Rev. 9129104 Revised Concrete, C, Superstructure Quantity = PE10200129 = AS NOTED STATE OF SURVEY BOOK SHEETS r DESIGNED: D.P.W. DRAWN: R.SJ. 0�`�' ND I ANP` � SUPERSTRUCTURE DETAILS _ - _ _43A _ _of _96 �J S/ONA � �� CHECKED: E.P.J. CHECKED: E.l?J CONTRACT PROJECT 1 1 HAMILTON CO. BRIDGE #225 04-10 o� X 44'-3" t Bent to t Pier 44'-3" t Pier to � Bent 7' 5'-0" 5'-0"1% 10'-0 5'-0" 5'-0" 10'-0" - " ' » 10'-0" 7'-1%" ' t Bent No. 1 t Pier No. 2 ' - t Bent No. 3 I I I POINT LOCATION 1 2 3 4 5 6 7 9 10 11 12 U Screed Line A 11 I 1 Elevation - Top Of Slab at Coping 743. 13 74326 74343 743.50 74357 743.69 743.78 743.87 74J.99 744.04 744.09 744. 17 744.22 A Elevation - Top Of Form -- - I I I It Distance - Fop f Form To To Of Slab at --- 1 11 P p Coping i1 I I I ;1 Elevation - Top Of Slab at Crown 74393 744.05 744.21 744.28 744.34 744.46 744.54 744.63 744.74 744.79 744.83 744.91 744.95 1 1 , B Elevation - Top Of Form it I I I I �I Distance - Top Of Form To Top Of Slab at Coping ' --------- ------------ ------ ---- ------------ -------- -------- -------- 'I - ' ----- ----- ------ ------------ --------' %11 Elevation - Top Of Slab at Coping 744. 15 744.28 744.43 744.50 744.57 744.68 744.76 744.85 744.96 745.01 745.05 745. 12 745. 16 li I ' Elevation - To Of Form - - - -_--- 1 � G' p III ' I Distance - Top Of Form To Top Of Slab at Coping -- -- - -- - 1 ' 1 Elevation - Top Of Slab at Crown 74398 744. 10 744.26 744.33 744.39 744.50 744.58 744.66 744.77 744.82 744.86 744.93 744.97 Elevation - Top Of Form It ' ' ' ;' Distance - Top Of Form To Top Of Slab at Coping Elevation - Top Of Slab at Coping 743.39 743.50 743.65 743.72 743 7 8 743.89 743.96 744.04 744. 14 744. 18 744.22 744.29 744.32 Profile Grade ' ' ;1 E Elevation - Top Of Form - �1 Screed Line `B" Distance - Top Of Form To Top Of Slab at Coping c' i }-------- ------------ ----- ----- ------------ -------- -------- ------------ , 1 1 V O « » 1 o _ _ _ 'I ._ _ _ _ _ Line A - _ - _ _ Screed Line -«C n O j 1 _ Bent No.4 i � ------- ' '1 � Bent No. 1 � �--------- ------------ ----- ----- ------------ -------- -------- � � Pier No. 2 ---- -� 1 Line " " Screed i 1 _ L D , 44'-J t Bent to t Pier '_ " 44 - 3 t Pier to � Bent CO 10 -0 5 -0 5 -0 10 -0 T-1/z I f T-1% » » » -- 1 Profile Grade I I ; -1 ' " 7" 10 -0 51-011 5 -0 10 -0 1 Y It ' I , 1 11 1 I I 1� 1 1 1 I 1 1 1 1 1 i 1 it O O +-------- ------------ ----- ----- �� p O ------------ ----------------- i� ------------ ----- ----- ------------ ; I , -------- 1 p A O O _O QS Q3 O O O O 11 O O CJ O 1 1 1 1 ' 1 1 , 1 1 1 1 ' It "E" CONCRETE DEADLOAD DEFLECTIONS-FEET Screed Line E' No Scale 1 1 2 3 4 5 6 7 8 9 10 11 12 13 PLAN Scale: %" - 1'-0" 89'-0 Out to Out Coping 15'-0 21'-0 Clear Roadway 17'-0 Median - 21'-0 Clear Roadway 15'-0 NOTES: 2" 1'-0 13-10 Side walk 1'-6 18'-0 Lane 1'-6 8'-6 8'-6 1'-6 18'-0 Lane 1'-6 13'-10 Sidewalk 1'-0 2" I Ili Screed elevations given in these plans include an allowance for dead load deflection for the concrete slab 13" F----- Screed Line "C" Screed Line `D" « Screed Line «A" Screed Line B Screed Line E' only. Any other items affecting the final structure elevations, such as framework deflection and wood crushing, shall be Line `A" Profile Grade Profile Grade determined in the field and accounted for in the final screed �J � elevations. Slope 49 Slope 49' Slope Slope 29' Slope 29' Slope 29' POUR SEQUENCE Bridge slab may be poured continuosly from support to support if slab is fully supported by falsework. 24" R.C. Slab- if slab is not fully supported by falsework, the slab pouring �? TYPICAL SECTION sequence must be approved by the Engineer. Scale: %" - 1'-0 - - .P'.W/Ae( ,�;'%, RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE .--6\STE,pF.. C FOR APPROVAL q.„ AS NOTED HAMILTON 225 � No. ° �� " . 9116104 CARMEL - ----- # VERTICAL SCALE DESIGNATION DES GN ENGINEER DATE AS NOTED PE10200129 -- --- STATE OF -- DESIGNED: D.P.W. DRAWN: R.SJ. SURVEY BOOK _SHEETS %o �� `�,� SCREED TaETAILS - 44 0 T 96 //��/IIIII11111 CHECKED: E.P.J. CHECKED: D.P.W. HAMILTON CO. BRIDGE #225 CONTRACT _ _ PROJECT -�-- 04-10 e 90'-0%" Out to Out Bridge Rail 15'-8 Concrete Bridge Railing 45'-0%" t End of Bridge Floor to t Pier _ 45'-0%" t Pier to End of Bridge Floor g 15'-8 Concrete Bridge_Railing ransition, TTTX 2'-6" 27 Spaces ® l'-6-= 40'-6 2'-0%» 2'-0%" - _ 27 Spaces ® 1'-6 = 40'-6 20-6" Transition, TTTX 1'-0» 6" TO. Spa. for 585 %" Open Joint --- - « �� 2-781 2-781( I _ %" Open Joint A (1 ea. fa.) , -�-► B (1 ea. fa.) ' 124-585 � a » -- ------------ _— ____ ------- --- a �' ------- -------------------- - - ---- -- 2-Lines (1 ea. fa.) A Pier No. 2 —i I 4* B J-15 x 31'-2" ea. line 580e (Preset in 6 Total Req'd. Superstructure) (2'-0 Min. Lap) TYPICAL RAIL EL EVA T/ON BILL OF MATERIALS Scale: %" = 1'-0" ONE RAIL (2 REO'D.) EPDXY COA TED REINFORCING BARS Size or No. of Length weight Mark Bors lbs. 585 124 15 6 ----- 1'-4" Total #5 1,553---Ibs. 1 -6 781 4 — 4T--0„ ----- --- y (Typ) ~, ---- 2 Coping 2" Coping 1'-0" - Total #7 384 lbs. 781-N Total Reinforcing Bars 1,937 lbs. 4 1%" Notch (Typ.) MISCELLANEOUS 00 • Railing, 7X 90 Lft. 781 �, N C 1�" a » a u » a�» tO» 6 R.F. F.F. �., TYP• » D C 2 1 (TYP•) „ 1 \ \ (TYP•) 44'-6" I I I N 585 6 5 #5 i' 781 x 42'-0' --------- V-- I SPAN PILASTER DETAILS WINDOW DETAILS END PILASTER _—_ DETAILS F ° d a d d d _ Scale %" Scale. %" = 1,-0» Scale: ;V4 IR 4,4 4 A o d rr » ^ o / » 4 Type A ° - d a : ° ° `-' Constr. Joint d° d d; e v d. d - d d - ,r ° O ° e °d A < - d ° d 585 585 585 -- 580 (Preset in d A4 ° d d d d_ O • . ® • . . . . . . k • • • — • . . o — Superstructure) ° a d ° d° e NZ • . . . . � • SECT/ON A A SECTION B—B - 1�" A 2 Spa. ,2i" % Scale: " = 1'-0" Scale: %" = 1'-0" NO @ 6" <r (TYP•) 6» SECTION "C—C" "D—D" tt ---- SECTION SECTION E E' Scale: %» = 1'-0» ,� 4 Scale. / Scale: %" r...7 585 x 10'-5 Notes: For Reinforcing Bar Notes, see Std. Dwg. E703-BRST-01. t , For Construction Joints, see Std. Dwg. E724-BJTS---01. For Bill of Moteriols & Additional Railing Details see sheet 46. r Yom, 1 r7i �AA1111111//�� P. wINFj /'%, RECOMMENDED CITY OF HORIZONTAL SCALE - BRIDGE FILE -- O�Q` ��1STERFo FOR APPROVAL I° , 9/16/04 AS NOTED HAMILTON #225 N0. = Dff4IGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION <, � PE10200129 = As NOTED ----- -- — _ S F TATE O O . P mow; DESIGNED: D.P.W. DRAWN: R.S.J. SURVEY BOOK SHEETS �o �AN. � .� BRIDGE RAILING DETAILS — 45 OfT 96 CHECKED: E.P.J. CHECKED: D.P.W. �,� — MILTON CO. BRIDGE #225 CONTRACT PROJECT i - 04-10 i C -lot -4t A 15'-8" 4'-0" 4'-0" 1 _2» 2" Coping 1 I-00 1,-6„ 2'_6„ 1„ Notch 1„ 1» 1 1'-4 - - 10„ 2" Coping 4" 5 Spa. ® 9"= X-9 - 1" 10" 1" 1-782 (r.f.) r------ . 2-15 x 10'-0" 1-783 (f.f.) I F----- k I (1 ea. fa.) I 782 or +N � — 782 or i' 2" Coping 1-78 4 (f f.) I-- 783 F.F. » „ (Lap w1783) -�� - — 6-585 I i F.F. 783 1 10 1 � I ! 782 or 783 i « » - F F i -- a- 12- 5 x 2'-6" Cutting Diagram A 6 ea. fa. ' " ao ( ) #5 x 10 0 I I 15 x 10,-0" i' ' �° • o • • n1 K r !�[''! I I �}[.. j 15 x 10'-0" 00 15 x 15'-3" I � o 22-581 15 x 15'-3" o 15 x 15'-3" 15 (2 ea. fa.) I � • • . • (Field Bend f.f.) %" Groove i i • • • I 2 Spo #5 x 2,-6„ CT, 3" ® 6" 8" 3 Spa. ® 9" 10 Spaces ® 9" = 7'-6" 5 Spa. ® 9" = 3'-9" 3" a 11 a 11 C A 581 581 581 581 - RAILING TRANSIRON, TTTX Scale: /" = 1'-0» SECTION `A A" S « _ ,� « _ « SEC B B SECT/ON C C SECTION D--D Scale: 1" = 1'-0" Scale: 1" = 1'-0» Scale: 1" = 1'-0" Scale: 1" - 1'-0" N 4 1 o i Z , a d- 1'-6" 14,_2„ 15'-8" 9 „ PLAN - Y2 Scale: i» = 1'-0" - 3'-1°" BILL OF MA TERIALS fin ONE TRANSITION (4 REQ'D.J A EPDXY COA TED REINFORCING BARS Size or No. of Weight 4'-6" 782 - Mark Bors Length lbs. 783 782 1 15'-6" 6» 783 1 14'-0" -- 784 1 3" 7" 6" 782 x 15'-6 — -- F.F. 783 x 14'-0 Total #7 67 lbs. 581 22 5,__4» 585 6 10'-5" �„ 1» Y4" 585 X 10'-5 15 4 15,_3„ --- • • • • -' 10 Bars 15 2 10'--0"-- 9Y 15 10 6'-6" l „ �o #5 1�» o - V585 See Notch Detail -- i Total 15 371 lbs. / ° �, 6„ —'�! Total E ox Coated Reinforcing r � SECTION `E r NOTCH DETAIL 12'-0"_ p y cing Bars 438 lbs. Scale: 1" = 1'-0" No Scale 581 x 5-4 784 x X-5 Cutting Diagram 5 x 6'-6 CTj c Notes: For Reinforcing Bar Notes, see Std. Dwg. E703-BRST-01. For Construction Joints, see Std. Dwg. E724-8JTS-01. t. for Additional Railing Details see sheets 45 & 46 1. -1 �I 1 T, � HORIZONTAL SCALE — ` P WINE/ RECOMMENDED BRIDGE TILE CITY DF F FOR APPROVAL AS NOTED HAMILTON ,5 22 --- Q k, <F� -a. 9�16�04 No. •• DE GN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION PE10200129 = AS NOTED STATE OF DESIGNED: D.P.W. DRAWN: R.S.J. ��; - BRIDGE SURVEY BOOK SHEETS DGE RAILING TRANSITION DETAILS 1''FSSIONACE�G�`\\ 45A ofi 96 '/��,�iiiiiii�\\\�� CHECKED: E.P.J. CHECKED: D.P.W. HAMILTON CO. BRIDGE #225 CONTRACT - PROJECT _____ 04-10 X 20'-3/" ,rD�► 1-491 (Top) Varies 2-591 (Bott.) 2 Layers of Polyethelene BILL OF MA TERIA L S #4 (min. 6 mils) (incl. in Type lA Joint SOUTH APPROACH (NORTH APPROACH SAME o * 21-580e �' cost of approach slab) 491 18 -10 ` fi � `2 * 21-583 (Top) ^� EPDXY COATED REINFORCING STEEL L° * 11-583 (Bott.) 0 1 -10 1 T-0 Size or No. of Mass ' Mark Bars Length k 580 42 3'-2 w 114 x 39'-0" Top ° Dense Graded Subbase V 591 V/5 ° 581 40 18'-2 599 Billed with Aggregate for 582 27 19'-8 Endbent Bockfill Superstructure m° 0 2/ f _ ** 21-581 e , 583 64 3'-7 584 _ 15 1T-0_ 1-14 x 33'-5" Top SECTION `A A" - 591 - 81 20'-7 1-15 x 33'-5" Bott. #5 25 45'-4 ND Scale: �» = 1'-0 9'-4 9'-6 15 - -42,_9 - ------ 15 1 33'-5 - 89-491 (Top) - « » 5 -------- 181-591 (Bott.) 1-14 x 2r-8" Top " Cutting DiG_gram A # 17'-0 ,L4 x 18'- 10 15 1 22'-1 # ' �iq� aA� 3" 17 Spaces ® 1'-0" Max. = 16'-6" 3" (1-14 x 18'-10 makes two bars 5 1 20 -1 _ P ( # ) *15 172 19'-4 - 1-14 x 22 -1" Top 19'-4 15 30 19,_0 -- ------- 1-15 x 22'-1" Bott. �- Line "A" 2'-4 17'-0 15 36- 16'-0 15 32 12'-6 6" Curb 15e 6� Curb" 15 1 - 10'-8 ------- #5 1 8'-9 - - -- - C 1-14 x 16'-,3" Top Profile Grade Sr lope 4% Slope 49' Profile Grade ,� '� -__ _-- .---- -- ___ o o, �„ f Total 15 10, 134 21-14 x 45'-2" Top I �' - 491 - 91 - 20'-6-- - ---- (14 Lap 1'_7„) i �, � - --------- ' � #4 49 45'-2 �-° o0 1-14 x 10'-8" Top Constr. Joint 14 1 42'-9 _ 11-#5 x 45'-4" Bott. T e `A" 4 ' ' 1-#5 x 10 -8 Bott. yP # 1 39 -0 (15 Lap 2'-0") 9'-8 g'-8 14 1 J/"-I ----- r� ' !t » - — — - --------- �- SECTION C-C 14 1 33 -5 fi W Scale: a = 1 -0 Cutting #4 1 31'-5 - ° %" Diagram `B" fi fi i o N 1-#4 x 4 -10 Top �_. 4 , --- - 21-8 -- -----_..---- o ao o ao i Line "A" 15 x 19 -4 - - ---- --------- - 1 25'-9 --- _—_-------- ---- (1-#5 x 19'-4 makes two bars) 14 - -- - °0 0 t Bent No. 1 or No. 3 #4 1 22'-1 0 i fi ** - e -9 Tp 14 -8 # � - 1- 2�'-1 ® 27 582 1-#4 x 42 o ` *#4 43 18'-.10 U 1 1-#5 x 42'-9" Bott. 3" 15 Spaces ® 1'-0„ Max. = 14'-6" ,3" o 14 16'-1 16'-3 #4 1 - 14'- ----------- I ;! 14 1 10'-8 - Qo 1-14 x 37'-1" Top Railing, TX 6" 6" 14 - -- - 8'-g ------------- ---�-F-- - -�1°- 14 1 4'-10 C � 580e #5e 6" Curb 581 x 18'-2 Total 14 3,489 28-14 x 45'-2" Top ----------- - --- - (14 Lap 1'-7") 1-14 x 31'- 5"Top Slope 271, - - -- -- ---- ' 1-15 x 31 -5 Bott. 16 8 Total Epoxy Coated Reinforcing_ 13,623 581e 0 0 14-#5 x 45'-4" Bott. MISCELLANEOUS (15 Lap 2'-0") - - » R.C. Bridge Approach, 10 276.3 Sys. 1-14 x 25'-9" Top Constr. Joint „ Type " Dense Graded Subbase 46. 1 C ys. T I YP 'A 6 6- - _ « „ 582 x Cutting Diagram 'A" (Top) SECTION -� 20'-0 Cutting Diagram "B" (Gott.) -- 1-14 x 20'-1" Top Scale: %" = 1'-0" 13'-6 1-15 x 20'-1" Bott. 1'-2 6„ Hook Q) i 1-14 x 14'-5” Top C 491 x 20'-6 L2 Optional 2" x 4" 6" 6"_�1 ** 15-584e ** 19-581 e ' Keyway Constr. Joint -"' r1"'- 20'-0 o Type 'A" 584 x 17'-0 i ' X- 581 -\ Constr. Jt. o, 1-14 x 8'-9" Top 7' Hook * 21-583 (Top) 1-15 x 8'-9" Bott. 9Y L o * 11-583 (Gott.) • 591 x 20'-7 21-580e 491 or:: 591 6» ° 3'-7 1-491 (Top) - i * Spa. ® 6 Top 2-591 (Bott.) � �� 40- * Spa. ® 2 -0 Bott. - 10 -I 7" Nook 34 Spaces ® 1'-0 = 34'-0 (TOP) ** Spa. ® 1'-0" -------------- ----------- - - - 3 17 Spaces ® 2'-0 = 34'-0 (Bottom) 1'-9" 580 x Y-2 . T - 2 Layers of Pol ethelene - �— 15'-3%" 20'-8%" (min. 6 mils) (incl. 583 x 4'--2 in - r T I cost of approach slab) Dense Graded Subbase -; 36'-0" PLAN - SOUTH APPROACH Note: SECTION `B-B" South Approach shown, North Approach Scale: 1" = 1'-0 -r, Scale: %6" = 1'-0 some by 180' Rotation. HORIZONTAL SCALE — BRIDGE FILE P r, \\ . 1'Y/� my -- ------ RECOMMENDED 1 1 O AS NOTED HAMILTON 122.5 9/16 04 - - ---- FOR APPROVAL M. T r w O o s CARMEL VERTICAL SCALE _ DESIGNATION = No. = DES GN ENGINEER DATE PE10200129 = As NOTED _ STATE OF ;' DESIGNED: D.P.W. DRAWN: A.P.L. — _:, %O'K./ND IANP'`�� APPROACH SLAB DETAILS SURVEY B001� _ _ _ _ SHEETS F G \ ----- _4_6 of 96 /'',SS/0NAL1C�`\\ CHECKED: K.E.F. CHECKED: D.P.W. HAMILTON CO. BRIDGE #225 CONTRACT — _— PROJECT -- _ `" 04- 10 SUMMARY OF B QUANTITIES CONCRETE EPDXY BEAR/NG PILES AGGREGATE CONCRETE CONCRETE CONCRETE CONC.STR.MEMBERS MODIFIED REINFORCED DENSE CLASS C CLASS A CLASS B CONCRETE, REINF COATED CONC. REINF. CONC. STEEL H CORED FOR END BRIDGE BRIDGE BRIDGE BOX BEAMS l BEAM BARRIER SURFACE MASONRY EPDXY COATED CONC. BRIDGE GRADED ITEM IN RAILING, TX STEEL REINF. GEOTEXTILES ASSEMBL STEEL STEEL SHELL HP 12x53 HP 12x74 REINF. PILE TIP HOLES IN BENT RAIL TRANS RAIL TRANS. RAIL TRANS DELINEATORS SEAL ** COATING THREADED BAR APPROACH SUBBASE SUPERSTR SUBSTR �G STEEL ELAST III SHELL ENCASED STEEL `H" STEEL "H" CONC. STEEL H ROCK, 24 in " TYPE TYPE 111 ENCASED EPDXY COAT ENCASED BACKFILL TYPE TTX' TYPE WBC TYPE TBC ASSEMBLIES 10 Inch 6 Inch c s. c s. c s. c s. Ift. lbs. lbs. Sys. each no. Ift. no. Ift. no. Ift. no. Ift. no. Ift. each no.1 Ift. c s. ea. ea. ea. Ift. Ift. each Sys. Sys. each s s. c s. Superstructure 803.0 52,4J5 77,58J 1200 250 Bent No. 1 126 10 500 10 40. 1 - - Pier No. 2 58.8 14.0 6,09 18 900 18 Bent No. 3 126 10 510 10 39.7 — A roach Slab — North 13,623 276.3 46. 1 Approach Slab — South 13,623 276.3 46. 1 Concrete Railing — West 90.0 2,81J 2 — - Concrete Railing — East 90.0 2,813 2 TOTALS 803.0 58.8 14.0 180.0 52,4J5 116,994 252 J81 1910 38 79.8 4 1200 1 250 1 552.6 92.2 ** ESTIMATED QUANTITY f, <r d w N cX) r d O N c0 CX) CP s i� rT- r� `` 111111111!!! �%, HORIZONTAL SCALE BRIDGE FILE RECOMMEVD- ED CITY OF - - -- n FOR APPROVAL ° 9129104 AS NOTED HAMILTON 225 VERTICAL SCALE DESIGNATION CARMEL t Rev. 9129104 Revised Concrete, C, Superstructure Quantity _ No _ IGN ENGINEER DATE ------- -- PE10200129 = AS NOTED STATE of DESIGNED: D.P.W. DRAWN: R.S✓. SURVEY BOOK SHEETS <� /NDIANP` ��'�� BRIDGE SUMMARY --- ---- - - - `fis 47A of 96 CHECKED: K.E.F. CHECKED: D.P.W. HAMILTON CO. BRIDGE #225 CONTRACT _ PROJECT .- �!/llillllll�l 04-10 PAVEMENT MARKING TABLE PAY PAY DESCRIPTION COLOR LOCATION LENGTH LENGTH DESCRIPTION COLOR LOCATION LENGTH LENGTH DESCRIPTION COLOR LOCATION �_ QUANTITY (Ift) (Ift) (Ift) (Ift) -' �' (each) Line, Thermo lastic, Solid, 4 in. White Line `A" „ „ --- p Line Preformed Plastic Solid 6 in. White Line `A" Pavement Message Markin , White Line A Thermoplastic, Lane Indication Arrow 52+08.00 to 54+1750 209.50 419.00 50+65.00 77.55 77.55 51+1700 X 2 55+18.00 to 56+18.00 100.00 100.00 50+73.00 70.31 70.31 54+01.00 X 2 62+18.00 to 6J+19.00 101.00 101.00 55+98.00 X _ 1 TA TO TA 147.86 _ - 68+47.00 to 69+48.00 101.00 101.00 62+99.00 X 1 76+88.00 to 77+50.00 62.00 62.00 PAY 69+28.00 X _ 1 _ Yellow Line `A" DESCRIPTION COLOR LOCATION LENGTH LENGTH 78+18.00 X (Ift) (Ift) - ------- -- ----- -- ?----97+70.00 to 99+52.32 182.32 364.64 'A" 79+50.00 X Line Thermo lastic Solid 8 in. Yel%w Line 1 95+75.00 to 99+52.00 377.00 754.00 TA TO TA 1147.64 - - -- -- --- - - ----------- TOTAL: 10 TOTAL: 754.00 PAY - -- DESCRIPTION COLOR LOCATION LENGTH LENGTH -- DESCRIPTION COLOR LOCATION w cD QUANTITY (Ift) (Ift) PAY °' (each) DESCRIPTION COLOR L-OCATION LENGTH LENGTH Snow lowable Raised Pavement Yellow Yellow Line Line Preformed Plostic Solid 4 in. White Line "A" -- ------- ------------ Ift) (Ift) Marker, Two-Wa 50+77.00 to 52+08.00 131.00 26200 Transverse Marking, Thermoplastic, Yellow Line `A" -- --- -- - --- _ - 95+75.DO to 99+49. 13 X X 9 Solid, Crosshatch, 12 in. - -- - ----- - 77+50.00 to 78+39.00 89.00 89.00 95+75.00 to 97+70.00 93. 11 93. 11 - - 79+30.00 to 79+80.00 50.00 100.00 TOTAL: 9- - --- -- - -- --- TOTAL: 93. 11 - --- --- ----------- TOTAL: 451.00 DESCRIPTION COLOR LOCATION _~ W QUANTITY PAY -� (each) DESCRIPTION COLOR LOCATION LENGTH LENGTH Snow lowable Raised Povement White Line PAY - ------- ---- ------------------- (Ift) Oft) Marker, One-ft DESCRIPTION COLOR LOCATION LENGTH LENGTH Transverse Marking, Thermoplastic, White Line `A" 50+77.0 to 78+38.00 X X 69 - (Ift) (Ift) Stop Line, 24 in. -- -- - - Line Thermoplastic, Broken 4 in. White Line `A" 50+77.00 36.30 36.30 - 50+77.DD to 54+17.00 X 4 52+08.00 to 77+50.00 2542.00 635.50 55+18.00 to 56+18.00 X - 2 -- TOTAL: 36.30 54+1750 to 77+50.00 2332.50 583. 13 62+ 18.00 to 6J+19.00 X 2 68+47.00 to 69+48.00 roTAL: 1218.x3 DESCRIPTION COLOR LOCATION w QUANTITY - - - 76+88.00 to 78+38.00 X 2 (each) -- -- - ---- White Line `A" 79+30.00 to 79+80.00 X - 2 Pavement Messa e Marking, ---- Word, ONLY -- - ---- - _-.-- ------- - ------ - -__.-..__.-__..-------- PAY 51+85.00 X 2 - -------- DESCRIPTION COLOR LOCATION LENGTH LENGTH 53+37.00 X 1 --TO TA L: 83----- - - (Ift) (Ift) -- - - -- - - 62+38.00 X 1 -- Line Preformed Plastic White Line 'A" -- -- -- Broken 4 in. 68+6700 X 1 --- - -- -------- 50+77.00 to 52+08.00 131.00 32.75 - - - - -- - 77+56.00 X 1 -- --- 77+50.00 to 78+38.00 176.00 44.00 --- ---- --- -- TOTAL: 6 TOTAL: 76.75 - - --- - -- -- -- CITY O� HORIZONTAL SCALE BRIDGE FILE �� ....:.., p,9�'''%, RECOMMENDED -. CITY --- ---- --- J •�GISTER�. S FOR APPROVAL � '• J' = l VERTICAL SCALE DESIGNATION ' ~ D SIGN ENGINEER DATE CARMEL 10700124 - -- - '0: STATE OF Sp_�� •, P DESIGNED: TAB - DRAWN: BDF PAVEMENT MARKING -- SURVEY BOOK -- SHEETS -- - - /�o''' SSi4NAL 48 of 96 - CHECKED_ ARE - CHECKED: TAB SUMMARX TABLE CONTRACT PROJECT 04--10 SUM A Y 0 ANTITI ES & APPROACH TAB L SURFACE BEYOND QC/QA HMA MATERIAL HMA TYPE A A AL CD R W LINE FOR MAINLINE HMA MIXTURE MATERIAL FOR: TYPE 0 TYPE 0 Z � w w � 0 -' � w � m w FOR COMPACTED COMPACTED � > w Q o z C, I J = CD LOCATION DESCRIPTION WIDTH GROSS NET RADII DISTANCE ° H w (n w SURF. INTER. BASE INTER. BASE SURF. BASE APPROACHES w > > Q w o- w n- ° � Uj �o w AGGREGATE FOR AGGREGATE FOR w � M v c) Z � � (APPROACH LENGTH LENGTH BEYOND Q w < z 9.5mm 19.Omm 25.Omm OG25.Om 25.Omm 9.5mm 25.Omm o Q o �' �° � r ce y m 0 w � �' z TYPE OR /W � � � �, v � v BASE No. 53 SURFACE � z � � � C% m � Q � � o ao w o CLASS) z °- No. 73 •- o o U, w m � c� � � o I b/sys I b/sys I b/sys �,, w �- v � Cr m Cr_ � � I- � `n a U) � � � W «�� «L„ � a � m v cn v �-' v 165 275 330 400 440 165 275 440 4 in. 6 in. 8 in. 6 in. VARIES ft. ft. ft. ft. ft. Sys Sys Sys ton ton ton ton ton ton ton ton ton ton ton tons tons tons Sys Sys Sys Sys Sys cys Sys ft ft ft MAINLINE PAVEMENT _ 0+43.25 TO 52+08.00 1 26.8 44.7 0.1 72.2 1190.3 351 .9 346.1 58.3 2+08.00 TO 77+50.00 1934.7 3224.4 3869.3 4488.9 5794.1 289.1 481 .8 25.6 777.0 1 5741 .1 7929.7 414.5 7+50.00 TO 82+46.76 533.0 888.4 1066.1 1236.7 1596.3 43.0 71 .7 0.2 115.7 1582.2 771 .2 76.6 2+46.76 TO 99+52.29 239.9 399.8 7.8 644.8 1 2336.9 691 .1 6051 .1 90.0 9+52.29 TO 100+12.3 14.0 0,1 170.0 56+42.50 LT. CI. III 20.00 54.18 54.18 30.00 28.18 72.11 15.9 34.5 32.0 103.6 145.1 63+42.30 LT. CI. III 22.00 60.83 60.83 20.00 24.83 61 .78 13.6 1 35.7 27.4 107.1 1 34.5 69+58.30 & 69+89.90 LT CI. III 49.00 41 .00 41 .00 30.00 5.00 28.11 1 6.2 73,1 12.5 219.4 193.7 78+83.50 LT. CI. III 30.00 44.28 44.28 30.00 18.28 61 .00 13.4 43.1 27.1 129.6 41 .8 78+83.50 RT. CI. III 30.00 31 .00 31 .00 30.00 5.00 16.78 3.7 43.1 7.4 129.4 41 .8 TOTALS: 2481 .7 4112.8 4935.4 5725.6 7390.4 598.8 998.0 52.8 33.8 1609.7 229.5 106.4 689.1 7323.3 3527.2 1043.0 170.0 15555.0 90.0 549.4 Ln M M u cn 0 v 0 v Ri 0 c� m c� m 3 75 d C1 9124104 - Added Quantities for Mainline Pavement and Approaches rri�,, HORIZONTAL SCALE BRIDGE FILE Q `�� R A '''''% RECOMMENDED CITY OF ° �crr•��G RFa•.�� FOR APPROVAL 'f .y `-, . ' • NONE `��19700124' DESIGN ENGINEER i DATE CARMEL VERTICAL SCALE DESIGNATION L- - - NONE ` ? 'D: STATE OF _- DESIGNED: T.A.B. DRAWN: SUMMARY OF QUANTITIES SURVEY BOOK 0 �ND I ANP.. � M.E.W. SHEETS -, ''''%`sS�01�1AL ��```°• 49A of 96 'riirq,rrr�r�r��i��1 "`` CHECKED: H.A.B. CHECKED: T.A.B. & APPROACH TABLE CONTRACT PROJECT 2 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet STRUCTURE DATA LOCATION w FLOW LINE � w � a F- _p J : J Wa o � aziw- O ~ m O w MANHOLE, INLET, CATCH BASIN, OR O > Q Q w ~ � O f' "- 2 § w O w O ~ GRATED BOX END SECTION SAFETY METAL END F- O � z J N a J � � OF- w U) z a YW � U wa aZ avz SECTION wz REMARKS O cn w SPECIALTY STRUCTURE 0 F- a � O U w a Q w � w U a cn U) w F m2 � m aQ acn0 Z � U) w O ft. ft. ELEV. ELEV. YR. d3 Ton EA. EA. TYPE SLOPE EA. SLOPE EA. U 11 50+91 X 12 2 M-10 INLET 68 735.87 735.66 12 12 50+91 X 12 2 K-10 CATCH BASIN 7 735.66 735.56 13 13 50+91 X 36 2 D-4 MANHOLE 48 725.89 725.18 129 14 51+20 X 12 2 J-10 INLET 26 736.37 736.08 11 15 51+20 X 12 2 J-10 INLET 26 736.37 736.08 12 16 51+60 X E-7 INLET Connect to existing structure 17 52+10 X 12 2 J-10 INLET 37 736.16 735.96 19 18 52+10 X 12 2 J-10 INLET 37 736.37 736.17 20 19 52+50 X 12 2 M-10 INLET 68 735.96 735.76 20 20 52+50 X 12 2 K-10 CATCH BASIN 7 735.75 735.65 21 21 52+50 X 30 2 D-4 MANHOLE 156 726.67 725.89 13 22 53+20 X 12 2 J-10 INLET 67 736.97 736.62 19 23 53+20 X 12 2 J-10 INLET 67 736.97 736.62 20 25 53+50 X 12 2 18" PIPE CATCH BASIN 11 734.54 734.10 21 26 55+15 X 12 2 K-10 CATCH BASIN 7 736.74 736.64 28A 27 55+15 X 12 2 K-10 CATCH BASIN 7 736.53 736.43 28 28 55+15 X 30 2 D-4 MANHOLE 261 727.96 726.67 21 28A 55+15 X 30 2 D-4 MANHOLE 86 728.22 727.96 28 29 56+00 X 12 2 J-10 INLET 82 736.79 736.44 31 30 56+00 X 12 2 J-10 INLET 82 736.79 736.44 32 31 56+85 X 12 2 K-10 CATCH BASIN 7 735.95 735.85 33 32 56+85 X 12 2 M-10 INLET 68 736.16 735.95 31 33 56+85 X 1 30 2 D-4 MANHOLE 167 728.80 728.22 28 34 57+35 X 12 2 J-10 INLET 47 736.39 736.24 31 35 57+35 X 12 2 J-10 INLET 47 736.39 736.24 32 36 57+38.5 X 18" PIPE CATCH BASIN Connect to existing structure 37 57+90 X 12 2 J-10 INLET 77 736.85 736.45 39 38 57+90 X 12 2 J-10 INLET 77 736.85 736.45 40 39 58+70 X 12 2 K-10 CATCH BASIN 7 736.03 735.93 41 40 58+70 X 12 2 M-10 INLET 68 736.24 736.03 39 41 58+70 X 30 2 D-4 MANHOLE 182 729.71 728.80 33 42 59+50 X 12 2 J-10 INLET 77 736.85 736.45 39 43 59+50 X 12 2 J-10 INLET 77 736.85 736.45 40 44 60+72.5 X 18" PIPE CATCH BASIN Connect to existing structure 45 61+00 X 12 2 J-10 INLET 72 736.89 736.51 47 46 61+00 X 12 2 J-10 INLET 72 736.89 736.51 48 47 61+75 X 12 2 K-10 CATCH BASIN 7 736.09 735.99 49 48 61+75 X 12 2 M-10 INLET 68 736.30 736.09 47 49 61+75 X 30 2 D-4 MANHOLE 302 731.22 729.71 41 50 62+50 X 12 2 J-10 INLET 72 736.88 736.51 47 51 62+50 X 12 2 J-10 INLET 72 736.88 736.51 48 52 63+20 X 12 2 J-10 INLET 53 736.46 736.18 54 53 63+20 X 12 2 J-10 INLET 52 736.67 736.42 55 Oaka�� , rr HORIZONTAL SCALE BRIDGE FILE Stk:� ., ,0 RECOMMENDED CITY O F 9/24/04 - Added Note About Pipe Material e� Fa�. < FOR APPROVAL 11/61-00' NONE N0. `� `: 74GINEER DATE CARMEL VERTICAL SCALE DESIGNATION 19700124 NONE ALL TYPE 2 PIPE SHALL BE t� STAtE OF = � . o 4-�; DESIGNED: TAB DRAWN: MEW STRUCTURE DATA SURVEY BOOK SHEET Revised Jul 2005 REINFORCED CONCRETE PIPE '' 4s�ONAt E,a ,?r' S0A of 96 Y rtrea�n�tnu� CHECKED: HAB CHECKED: TAB TABLE CONTRACT PROJECT 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet LOCATION STRUCTURE DATA w a w FLOW LINE w z w � m z cn w a w g _' O � � Wa oa oz � v O _ N MANHOLE, INLET, CATCH BASIN, OR z > Q w F- -� o f- u. Q Z O Z O w 00 w Q w O O cn w SPECIALTY STRUCTURE w Y O > w > L Z = u- � c> >c �- a w = W ►= a SAFETY METAL END z w a v a O a > a Y U w a w U w V 0 GRATED BOX END SECTION U z ~ a v F- of- a 00 c> aQ > w az a z SECTION REMARKS cn cq a cn cn w w m m wa a ¢ cwi) o Z z � ft. ft. ELEV. ELEV. YR. d3 Ton O EA. EA. TYPE SLOPE EA. SLOPE EA. v 54 63+75 X 12 2 K-10 CATCH BASIN 7 735.97 735.87 54A 63+70 X 12 2 18" PIPE CATCH BASIN 19 733.28 733.20 56 55 63+75 X 12 2 M-10 INLET 68 56 736.18 735.97 54 56 63+75 X 24 2 C-4 MANHOLE 196 732.20 731.22 49 57 64+25 X 12 2 J-10 INLET 47 736.66 736.41 58 64+35 X 12 2 J-10 INLET 57 736.66 736.40 54 55 59 65+05 X 12 2 K-10 CATCH BASIN 4 736.32 736.22 61 60 65+05 X 12 2 M-10 INLET 68 736.53 736.32 59 61 65+05 X 24 2 C-4 MANHOLE 126 732.83 732.20 56 62 65+85 X 12 2 J-10 INLET 77 737.14 736.74 59 63 65+85 X 12 2 J-10 INLET 77 737.14 736.74 60 64 67+60 X 12 2 J-10 INLET 77 736.86 736.46 66 65 67+70 X 12 2 J-10 INLET 82 737.06 736.63 68 66 68+40 X 12 2 M-10 INLET 70 736.06 735.84 68 67 68+55 X 24 2 C-4 MANHOLE 346 734.48 732.83 68 68+55 X 12 2 K-10 CATCH BASIN 4 735.84 735.74 61 67 69 69+20 X 12 2 J-10 INLET 52 736.90 736.62 69A 69+30 X 18 2 C-4 MANHOLE 72 734.92 734.48 72 70 69+39 X 12 2 K-10 CATCH BASIN 11 736.30 735.42 67 71 69+46 X 12 2 K-10 CATCH BASIN 22 736.38 736.28 69A 72 69+75 X 12 2 M-10 INLET 83 736.41 736.16 69A 75 73 69+09 X 18 2 C-4 MANHOLE 76 735.39 734.92 74 69+99 X 12 2 K-10 CATCH BASIN 18 736.54 736.44 69A 75 70+06 X 12 2 K-10 CATCH BASIN 9 736.16 735.89 73 76 70+25 X 12 2 J-10 INLET 47 736.87 736.62 73 72 77 70+90 X 12 2 K-10 CATCH BASIN 4 736.51 736.41 79 78 71+05 X 12 2 M-10 INLET 70 736.73 736.51 77 79 70+90 X 15 2 C-4 MANHOLE 78 736.27 735.64 80 71+70 X 1 12 2 J-10 INLET 77 737.18 736.94 73 77 81 71+80 X 12 2 J-10 INLET 72 736.94 736.72 82 72+50 X 12 2 K-10 CATCH BASIN 4 737.13 737.03 78 84 83 72+60 X 12 2 M-10 INLET 69 737.34 737.13 84 72+50 X 15 2 C-4 MANHOLE 156 737.02 736.27 82 85 73+40 X 12 2 J-10 INLET 87 737.82 737.55 79 82 86 73+40 X 12 2 J-10 INLET 77 737.87 737.63 83 87 75+25 X 12 2 J-10 INLET 87 737.64 737.37 91 88 75+25 X 12 2 J-10 INLET 77 737.87 737.37 89 89 76+05 X 12 2 M-10 INLET 69 737.16 736.88 90 76+15 X 15 2 C-4 MANHOLE 161 736.78 736.42 91 97 91 76+15 X 12 2 K-10 CATCH BASIN 4 736.88 736.78 89 92 76+80 X 12 2 J-10 INLET 73 737.38 737.16 89 93 77+00 X 12 2 J-10 INLET 82 1 737.42 737.16 94 77+40 X 12 2 J-10 INLET 57 737.29 736.93 91 96 95 77+80 X 12 2 K-10 CATCH BASIN 7 736.71 736.61 97 96 78+00 X 12 2 J-10 INLET 71 736.93 736.71 95 ,,y;�u4:uuurnr»`f RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE /24/04 - Added Note About Pipe Material " �. A; 5•T f9 d'�� FOR APPROVAL NONE 0 �q. �B, Fo--' -- ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION ALL TYPE 2 PIPE SHALL BE NONE REINFORCE �* 19700124 #� D CONCRETE PIPE -off STATE OF �� DESIGNED: TAB DRAWN: MEW SURVEY BOOK SHE STRUCTURE DATA ET TA Revised July 2005 %°�' ``�NbIANP' 51A Of 96 s/01V A1- EV .`'� CHECKED: HAB CHECKED: TAB TABLE CONTRACT PROJECT 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet STRUCTURE DATA LOCATION FLOW LINE W w Z w F- oZr D W a ~ W w j H u g Q w 0 w C) W SAFETY METAL END � O W p w MANHOLE, INLET, CATCH BASIN, OR O > Q Q U w Q 0 U Y F- = f- GRATED BOX END SECTION L) Z cog u. = cn N w Y D � O W_ > F- n H °- IL z a W z W O O � w SPECIALTY STRUCTURE Ov U x Q j W v SECTION Z REMARKS � z J U a U o (n w � m � � m Ww aQ a � � Z � U) cn U) w O ft. ft. ELEV. ELEV. YR. yd 3 Ton EA. EA. TYPE SLOPE EA. SLOPE EA. 97 77+80 X 18 2 C-4 MANHOLE 62 736.42 736.19 98 98 78+46 X 24 2 C-4 MANHOLE 260 736.19 735.42 104 99 78+49 X 12 2 K-10 CATCH BASIN 6 736.58 736.38 98 100 78+49 X 12 2 M-10 INLET 72 736.80 736.58 99 101 79+18 X 12 2 J-10 INLET 68 736.92 736.71 99 102 79+18 X 12 2 J-10 INLET 68 737.01 736.80 100 103 81+08 X 12 2 K-10 CATCH BASIN 16 737.13 737.05 104 104 81+09 X 24 2 C-4 MANHOLE 44 735.42 735.24 1 Outlet into Blue Woods Creek 105 81+08 X 12 2 K-10 CATCH BASIN 56 737.43 737.13 103 106 82+57.5 X 30 2 D-4 MANHOLE 48 735.07 734.83 1 Outlet into Blue Woods Creek 107 82+57.5 X 12 2 K-10 CATCH BASIN 7 738.16 737.66 106 108 82+57.5 X 12 2 K-10 CATCH BASIN 56 738.72 738.16 107 109 83+00 X 12 2 K-10 CATCH BASIN 48 739.20 738.72 108 110 85+75 X 30 2 D-4 MANHOLE 314 736.01 735.07 106 111 86+00 X 12 2 K-10 CATCH BASIN 30 737.45 737.15 110 112 86+00 X 15 2 K-10 CATCH BASIN 98 737.09 736.60 110 113 88+50 X 12 2 J-10 INLET 47 740.72 740.47 116 114 88+50 X 12 2 J-10 INLET 47 740.92 740.67 117 115 89+00 X 30 2 D-4 MANHOLE 322 736.98 736.01 110 116 89+00 X 15 2 K-10 CATCH BASIN 7 740.22 739.72 115 117 89+00 X 15 2 M-10 INLET 56 740.67 740.38 116 118 89+50 X 12 2 J-10 INLET 47 740.72 740.47 116 119 89+50 X 12 2 J-10 INLET 47 740.92 740.67 117 120 92+25 X 24 2 C-4 MANHOLE 321 738.44 737.48 115 121 92+25 X 12 2 K-10 CATCH BASIN 84 739.47 739.19 120 122 95+00 X 12 2 J-10 INLET 45 741.09 740.86 125 123 95+00 X 12 2 J-10 INLET 45 741.30 741.06 126 124 95+47 X 24 2 C-4 MANHOLE 319 739.40 738.44 120 125 95+47 X 15 2 K-10 CATCH BASIN 7 740.61 740.11 124 126 95+47 X 15 2 M-10 INLET 46 741.06 740.82 125 127 96+00 X 12 2 J-10 INLET 50 741.12 740.86 125 128 96+00 X 12 2 J-10 INLET 50 741.33 741.06 126 133 98+38 X 15 2 C-4 MANHOLE 290 740.24 739.40 124 134 99+56 X 15 2 K-10 CATCH BASIN 121 740.60 740.24 133 135 99+56 X 12 2 J-10 INLET 27 744.20 744.06 134 LINE"96" 129 79+60 X 36 2 D-4 MANHOLE 277 725.18 724.07 130 130 82+40 X 36 2 D-4 MANHOLE 286 724.07 722.92 131 131 85+30 X 36 2 D-4 MANHOLE 277 722.92 721.82 132 132 88+10 X 36 2 D-4 MANHOLE 170 721.82 721.14 1 Outlet into pond 201 81+38.5 X 2 END BENT DRAIN PIPE 110 202 83+27 X 6 2 END BENT DRAIN PIPE 110 9/24/04 - Added Str. 134 and 135, RECOMMENDED HORIZONTAL SCALE BRIDGE FILE �t1111119 P?31'l i i'1,`t r pr�.a R �r<,,� .� 6�i CITY O F �`�ti......••• �'�aS,,`' ; FOR APPROVAL NONE Added Note About Pipe Material BE E N NGINEER DATE CARMEL VERTICAL SCALE DESIGNATION ALL TYPE 2 PIPE SHALL IVo. NONE (i�/30/05 - Includes North Storm Sewer REINFORCED CONCRETE PIPE Dated 6/21/05 (19700124 . '�+ DESIGNED: TAB DRAWN: MEW STRUCTURE DATA SURVEY BOOK SHEET STATE Revisions Da �'o��. °F of 96 52A Revised Jul 2005'% 'Na'�ANP CHECKED: TAB TABLE CONTRACT PROJECT July �''�i,,s/aIUAL EQ��,*`' CHECKED: HAB 04-10 UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET PIPE OUTLET PROTECTOR TYPE 4 PIPE w w �- z _ _._____ w z w z z a_ p w z O a w w 0 w LOCATION w U) FL 0 z > z p a w cn ° z � -J � � o' Q zz } f- C� o' � f= Or � O0 p zzz rw Z Q > Of � of z � D � � � O � � � � F- � w0 WOE =, - QF- U � LU F•- w w pp � � Ow Or- UY wo wp Lu w w L C� UNDERDRAIN PIPE LIMITS w w F- w w w g � ~ �_ w � Q w ~ o Co d O i t- CO v Q i ~ i w -' REMARKS co 0o p > z > > w wQ Up x4 � w v z w C5 0 O _ � v p > o J zU F- w w F- �nw > � wF F- CD = o � w � U o z Q Z w Z Z LL W W � U J W O = w p Z (n Z O F- O w - Q O LU 0 � � W D F- m I- w z o � O O 1-- 0 0 U) z cn D O - D w yd yd Ton % can p O ft. each w ft3 Ton w ° O O Line "A" Left 50+43.25 736.5 50+91 46.5 4 37 736.14 11 735.87 50+91 737.31 11 735.87 51+20 26 1 21 1.05 737.6 1.05% Grade from sta. 50+91 to sta.51+2.0 51+20 736.37 14 736.37 52+10 87 7 70 736.63 52+10 737.39 0.54% Grade from sta. 52+10 to sta_.52+50 52+50 37 2 30 0.54 737.19 19 735.96 Placed on Top of Inlet Pipe 52+50 737.85 19 735.96 0.52% Grade from sta.52+50 to sta.53+20 53+20 67 2 54 0.52 738.2 Placed on Top of Inlet Pipe 53+20 736.97 22 736.97 54+30 HP 108.5 9 87 737.21 54+30 HP 737.21 High Point 54+30 Elev. 740.73 ft - 55+15 83.5 7 67 737.05 26 736.74 55+15 737.04 56+00 82 7 66 736.79 29 736.79 56+00 738.02 0.51% Grade from sta. 56+00 to sta.56+85 56+85 82 3 66 0.51 737.6 31 736.16 Placed on Top of Inlet Pipe !� _ 56+85 737.67 31 736.16 0.53% Grade from sta. 56+85 to sta.57+35 57+35 47 1 38 0.53 737.92 Placed on Top of Inlet Pipe 57+35 736.69 34 736.39 57+90 52 4 42 736.84 57+90 738.08 0.52% Grade from sta. 57+90 to sta.58+70 58+70 77 3 62 0.52 737.68 39 736.24 Placed on Top of Inlet Pipe 58+70 737.68 39 736.24 0.520/ Grade from sta. 58+70 to sta.59+50 59+50 77 4 62 0.52 738.08 Placed on Top of Inlet Pipe 59+50 737.18 42 736.85 60+25 HP 73.5 6 59 737.31 60+25 HP 737.31 High Point 60+25 Elev. 740.98 ft _ 61+00 73.5 6 59 737.18 45 736.89 61+00 738.12 0.53% Grade from sta. 61+00 to sta.61+75 61+75 72 4 58 0.53 737.74 47 736.3 Placed on Top of Inlet Pipe 61+75 737.74 47 736.3 0.51% Grade from sta. 61+75 to sta.62+50 62+50 72 3 58 0.51 738.11 Placed on Top of Inlet Pipe 62+50 736.72 63+20 67 6 54 736.52 52 736.46 63+20 737.69 0.54% Grade from sta. 63+20 to sta.63+75 63+75 51.5 2 41 0.54 737.41 54 736.18 Placed on Top of Inlet Pipe 63+75 737.64 54 736.18 0.53% Grade from sta. 63+75 to sta.64+25 64+25 47 1 38 0.53 737.89 Placed on Top of Inlet Pipe 64+25 736.66 57 736.66 65+05 77 6 62 736.89 65+05 737.97 59 736.53 0.52% Grade from sta. 65+05 to sta. 65+85 65+85 77 2 62 0.52 738.37 Placed on Top of Inlet Pipe 65+85 737.14 62 737.14 66+65 HP 78.5 6 63 737.29 66+65 HP 737.29 High Point 66+65 Elev. 740.80 ft 67+70 103.5 8 83 737.07 65 737.06 67+70 738.29 0.52% Grade from sta. 67+70 to sta.68+55 68+55 82 2 66 0.52 737.86 68 736.06 Placed on Top of Inlet Pipe _^ 68+55 737.29 68 736.06 0.30% Grade from sta. 68+55 to sta.69+39 69+39 81 4 65 0.3 737.53 Placed on Top of Inlet Pipe 69+39 736.3 70 736.3 70+06 64 6 52 736.41 70+06 736.41 75 736.41 70+90 81 7 65 736.63 70+90 736.94 77 736.73 71+70 77 6 62 0.3 737.18 0.30% Grade from sta. 70+90 to sta.71+70 Offset Outside of Inlet Pipe , xa;np, RECOMMENDED ,, = 6 HORIZONTAL SCALE BRIDGE. FILE � F FOR APPROVAL n _ ^ 'L� " "'"' •�S' DESIGN NGINEER DATE CARMEL VERTICAL SCALE DESIGNATION ,a G15TF � �E 9F�ti � No. N A� 19700124 DESIGNED: DRAWN: SURVEY BOOK SHEET -ar STATE OF WQ L N D E R D R A I N 3 of CHECKED: CHECKED: TABLE CONTRACT PROJECT S�ONAL ();I i o UNDFRDRAIN TABLE IJNDERDRAIN PIPE. OUTLET PIPE OUTLET PROTE('TOR TYPE 4 PIPE W pw w w z w _^ ^- z w z z Q o 0 w z O n W w o w LOCATION Q Q J Q LL Q w � a O z > O � w p z J w z O n (DOS F- � � OW C� zzz ~ w zo f= Q o wUnw - � F- z � � � Q z > w p X p 11- p F- - Q > - ;S T > z F- ° ° - O �- F � w O J J Q ~ U � W F- F- W W U -> w O � F- W LL h ~ 0 u- W = UNDERDRAIN PIPE LIMITS w W W w Q Q w ° Of Q c J J w 0 0 _ J (� Y w 0 w w 0 O co 00 p O p U Q p - Z ~ p > �- Ll1 ~ p J d J F- F- U F- J J U' � w m I- Q2 J JO (D w = ° O > � -' z F- w w Lo W REMARKS Q z z z w J w J O w > ° W m = 0 D W D 0 0 z z w � c� a_ w J W O � Uw -� W v UW0 zw Un z OF- Ow Q Q p W °z U ct Z) F- F- w z W 0 ~ !- ° 0 D O - Of 0 ° w w F�-- yd3 yd 2 Ton % co O O ft. each ° o ft Ton w °- 0 � OD Line "A" Left 71+70 737.18 80 737.18 72+50 77 6 62 737.41 72+50 737.34 82 737.34 3+40 87 7 70 0.3 737.6 Offset Outside of Inlet Pipe 0.30% Grade from sta. 72+50 to sta.73+40 - 73+40 737.82 85 737.82 - 74+35 HP 93.5 6 75 738.01 74+35 HP 738.01 E t 74 i High Pon +35 Elev. 741.25 ft 75+25 88.5 6 71 737.84 87 737.64 75+25 737.42 76+15 87 7 70 0.3 737.16 91 737.16 Offset Outside of Inlet Pipe 0.30% Grade from sta. 75+25 to sta.76+15 76+15 737.16 91 737.16 _ .�. 77+00 82 6 66 0.32 737.42 Offset Outside of Inlet Pipe 0.32% Grade from sta. 76+15 to sta.77+00 - 737.15 _. 77+80 77 6 62 736.92 95 736.92 77+80 736.92 4 53 0.32 736.71 99 736.71 - Offset Outside of Inlet Pipe 78+49 66 -- 0.32% Grade from sta. 77+80 to sta.78+49 78+49 736.71 99 736.71 79+18 66 4 53 0.32 736.92 Offset Outside of Inlet Pipe 0.32% Grade from sta. 78+49 to sta.79+18 79+18 736.92 101 736.92 81+08 187 12 151 739.96 82+57.50 741.56 106 737.35 85+35 HP 276 24 222 742.32 85+35 HP 742.32 88+50 313.5 27 253 740.94 113 740.72 High Point 85+35 Elev. 745.88 ft 88+50 741.95 89+00 47 2 38 0.53 741.7 115 740.47 0.53% Grade from sta. 88+50 to sta.89+00 Placed on Top of Inlet Pipe -� 89+00 741.7 115 740.47 89+50 47 2 38 0.53 741.95 0.53% Grade from sta. 89+00 to sta.89+50 Placed on Top of Inlet Pipe 89+50 740.94 118 740.72 92+53.16 HP 301.5 26 243 742.29 92+53.16 HP 742.29 95+00 245.5 21 198 741.32 122 741.09 High Point 92+53.16 Elev. 745.85 ft 95+00 742.32 95+47 t 0.52% Grade from sta. 95+00 to sta. 95+47 44 2 35 0.52 742.09 125 740.86 Placed on Top of Inlet Pipe 95+47 742.09 125 740.86 00 0.52% Grade from sta. 95+47 to sta 96+ 96+00 50 2 40 0.52 742.35 Placed on Top of Inlet Pipe 96+00 741.34 127 741.12 99+52.34 351 30 283 743.8 f, RECOMMENDED r�._ (~ITY 0I4' HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL ; � �r� � • CARMEI �� D N INEER DATE VERTICAL SCALE DESIGNATION 19700124 � A>rr aF �s DESIGNED: DRAWN: SURVEY BOOK SHEET voa %01jklA, ,,w U NDERDRAIN Of �'�!�aui��ao�r�►�r+��, CHECKED: CHECKED: TABLE ONAL CONTRACT PROJECT UNDERDRAIN TABLE UNDERDRAIN PIPE OU'I'1,ET PIPE OIITLI+,`I' PHO'I'ECTON TYPE 4 PIPE � w w z _. w z w z z ❑ _a p w z O W w 0 cn w LOCATION ~ _J D! Q @� o O O w ❑ z J w z p a U' ~ ct � 0X O ZZZ F- w zp F- > � �? � Jz F- � Z � -� pQ z F F UNDERDRAINPIPELIMITS � � � w � � Q � Q J - � I w � � Q w w wpm OOw O � vY Wo w0 w � w w O_ co °o w ~ w W > Q ❑ Z ~ W ❑ m C� J �- U Q W J F- J O J (� U pW _ W 0 J Z I- w w F- � W Z w U w � Q � Up w< � w � U � � W REMARKS Q w J J O D L W F- F- 00 S ❑ W U ❑ Z C7 > > co LL _j o OU � � W w `r Uw0 zw cn OO Ow Q _Q Z F- I- w _a O w❑ ❑ F- yd3 yd? Ton % O O ft. each ❑ o ft Ton o o_ O O Line "A" Right 50+43.25 736.5 50+91 46.5 4 37 736.14 12 735.66 50+91 737.31 12 735.66 - 51+20 26 1 21 1.12 737.6 - 1.12% Grade from sta. 50+9 to sta.51+20 Placed on Top of Inlet Pipe 51+20 736.37 15 736.37 --- 52+10 87 7 70 736.63 52+10 737.6 52+50 37 2 30 0.54 737.4 20 735.75 0.54% Grade from sta. 52+10 to sta.52+50 --- Placed on Top of Inlet Pipe 52+50 737.85 20 735.75 -- 0.52% Grade from sta. 52+50 to sta.53+20 53+20 67 2 54 0.52 738.2 Placed on Top of Inlet Pipe 53+20 736.97 23 736.97 54+30 HP 108.5 9 87 737.21 54+30 HP 737.21 - -- 55+15 83.5 7 67 737.05 27 736.53 High Point 54+30 Elev. 738.11 - --- 55+15 737.04 56+00 82 7 66 736.79 30 736.79 56+00 738.02 56+85 82 3 66 0.51 737.6 32 735.95 0.51% Grade from sta. 56+00 to sta.56+85 --- Placed on Top of Inlet Pipe 56+85 737.67 32 735.95 57+35 47 2 38 0.53 737.92 0.53% Grade from sta. 56+85 to sta.57+35 ----- Placed on Top of Inlet Pipe 57+35 736.69 35 736.39 -- 57+90 52 4 42 736.85 57+90 738.08 58+70 77 3 62 0.52 737.56 40 736.03 0.52% Grade from sta. 57+90 to sta.58+70 - - Placed on Top of Inlet Pipe 58+70 737.56 40 736.03 0.52% Grade from sta. 58+70 to sta.59+50 59+50 77 4 62 0.52 738.08 Placed on Top of Inlet Pipe 59+50 737.18 43 736.85 - - -- 60+25 HP 73.5 6 59 737.31 --- -- 60+25 HP 737.31 High Point 60+25 Elev. 738.11 61+00 73.5 6 59 737.18 46 736.89 61+00 738.12 0.53% Grade from sta. 61+00 to sta 61+75 _ 61+75 72 4 58 0.53 737.74 48 736.09 Placed on Top of Inlet Pipe 61+75 737.74 48 736.09 0.51% Grade from sta. 61+75 to sta.62+50 - 62+50 72 3 58 0.51 738.11 Placed on Top of Inlet Pipe - 62+50 736.87 -- 63+20 67 5 54 736.67 53 736.67 ---- 63+20 737.9 0.52% Grade from sta. 63+20 to sta.63+75 -- 63+75 52 2 42 0.52 737.63 55 735.97 Placed on Top of Inlet Pipe 63+75 737.65 55 735.97 64+35 57 2 46 0.42 737.9 0.42% Grade from sta. 63+75 to sta.64+35 --- Placed on Top of Inlet Pipe 64+35 736.66 58 736.66 -- 65+05 67 5 54 736.86 - --------- - 65+05 737.97 60 736.32 0.52% Grade from sta. 65+05 to sta.65+85 65+85 77 2 62 0.52 738.37 ---- - Placed on Top of Inlet Pipe 65+85 737.14 63 737.14 - 66+65 HP 78.5 6 63 737.29 66+65 HP 737.29 High Point 66+65 Elev. 738.11 67+60 93.5 7 75 737.1 64 736.86 - -- 67+60 738.09 68+40 77 4 62 1.32 737.07 67 735.84 1.32% Grade from sta. 67+60 to sta.68+40 Placed on Top of Inlet Pipe 68+40 737.13 69+20 77 5 62 736.9 69 736.9 --- 69+20 736.9 69+75 44 3 35 0.54 736.68 69+75 736.63 9.75 1 73 0.54% Grade from sta. 69+20 to sta.69+75 Offset Outside of Inlet Pipe - 69+75 736.66 9+75 736.61 9.5 1 73 0.53% Grade from Offset Outside of Inlet Pipe sta. 69+75 to sta.70+25 70+25 39.5 3 32 0.53 736.87 - -- 70+25 736.87 76 736.87 ---- - 71+05 77 5 62 737.1 - ----.-- y - HORIZONTAL SCALE BRIDGE FILE RECOMMENDED 'p* I CITY OF - S FOR APPROVAL '� i. d,, ^, • ' . DE GN ENGINEER DATE C AR M E I, VERTICAL SCALE DESIGNATION NO. ' 'k 19700124 iS STATE OF Q DESIGNED: DRAWN: SURVEY BOOK SHEET ,� ►. . �`� t; NDERDRAIN Fps N01 AM.fG\� /OHAL FNS i� CONTRACT Of CHECKED: CHECKED: TABLE I,L UNDERDRAIN TABLE UNDERDRAIN PIPE OUTLET P1 P111 OUTLET PROTECTOR TYPE 4 PIPE w w �- z U) w z_ _z Q o p w Oz O o w z w p w z O a LOCATION Q Q J Q � Q D! w @w 00z > z w wcn ° J � i- z a J wQ z F- c� � � � � 0 � � 0 zzz F- w zo Q > �- � � w z � � � F- � ° � � o „ w0 wOm -� -- OQ � U � wf= F- w w 00 � � Ow OF- UY 11 o wp w � w w 0 c? UNDERDRAIN PIPE LIMITS ALL � L � Q � Q F- � � w � D! Q m wm 0E-i m Q � -� F JO -' -� � co 0o C� w w 2w � < 0 z ~ > > F- w C) _j i QF- Up D0 � w F U F- F- w z O w REMARKS Q ww = z w � > M z � Uw w w O � w � = w 0O wF- F- m zo Oa Ow o Q Q o LL W Q O 3 w ? fJ- CO FU W Z a O F� 0 p yd yd Ton % D m 0 O ft. each o O0 o ft3 Ton o ° 0 O Line "A" Right - 71+05 737.95 78 736.51 0.30% Grade from sta. 71+05 to sta.71+80 71+80 72 2 58 0.3 738.17 Placed on Top of Inlet Pipe 71+80 736.94 81 736.94 72+60 77 7 62 737.17 72+60 737.24 72+60 737.2 9 1 84 0.52% Grade from sta. 72+60 to sta.73+40 73+40 69 6 56 0.52 737.6 Offset Outside of Inlet Pipe 73+40 737.82 86 737.82 74+35 HP 93.5 6 75 738.05 74+35 HP 738.05 High Point 74+35 Elev. 738.11 75+25 88.5 6 71 737.87 88 737.87 75+25 73739 0.30% Grade from sta. 75+25 to sta.76+05 76+05 69 6 56 0.3 737.18 76+05 737.15 10 1 90 Offset Outside of Inlet Pipe 76+05 737.18 76+05 737.15 10 1 90 0.30% Grade from sta. 76+05 to sta.76+80 _ 76+80 64 5 52 0.3 737.38 Offset Outside of Inlet Pipe 76+80 737.46 77+40 57 4 46 737.29 94 737.29 77+40 737.29 0.63% Grade from sta. 77+40 to sta.78+00 78+00 48 3 39 0.63 736.99 78+00 736.92 11 1 97 Offset Outside of Inlet Pipe 78+00 736.57 78+49 46 4 37 736.45 100 736.44 78+49 736.82 78+48.5 736.79 8 1 98 0.32% Grade from sta. 78+49 to sta.79+18 79+18 60 3 48 0.32 737.01 Offset Outside of Inlet Pipe 79+18 737.01 102 737.01 81+15.50 194.5 12 157 740.17 82+57.50 741.56 107 737.06 85+35 HP 276 24 222 742.32 85+35 HP 742.32 High Point 85+35 Elev. 738.11 _ 88+50 313.5 27 253 740.94 114 740.92 88+50 742.15 0.53% Grade from sta. 88+50 to sta.89+00 89+00 47 2 38 0.53 741.9 116 739.88 Placed on Top of Inlet Pipe 89+00 741.9 116 739.88 0.53% Grade from sta. 89+00 to sta.89+50 89+50 47 2 38 0.53 742.15 Placed on Top of Inlet Pipe 89+50 740.94 119 740.92 92+53.16 HP 301.5 26 243 742.29 92+53.16 HP 742.29 High Point 92+53.16 Elev. 738.11 95+00 245.5 21 198 741.32 123 741.3 95+00 742.53 0.55% Grade from sta. 95+00 to sta.95+47 ^ �� 95+47 44 2 35 0.55 742.29 124 740.62 Placed on Top of Inlet Pipe 95+47 742.29 124 740.62 0.54% Grade from sta. 95+47 to sta.96+00 96+00 50 2 40 0.54 742.56 Placed on Top of Inlet Pipe 96+00 741.34 128 741.33 99+52.34 351 30 283 743.8 �i7ttr -- -1 RECOMMENDED � � � ,•� CITY OF HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL . . , .fit D GINEER DATE CARM ,L VERTICAL SCALE DESIGNATION 39r 00124 t SURVEY BOOK SHEET $TARE of DESIGNED: DRAWN: �, : t NDERDRAIN ��41*0 t)f�Vl�i �t1�'�c h of NAIL E� °� TAI�I,I�� CONTRACT PROJECT CHECKED: CHECKED: PERIMETER PROTECTION INLETS ( Cont. ) TYPE FROM T- TO LT. RT. CROSS UNIT TYPE LOCATION LT. RT. MED. UNIT SILT FENCE OR STRAW BALE BARRIER LINE "A" LFT. 63+75.0 x J - ---- 63+68 64+75 X 124.5 64+25.0 x J 81+55 82+47 X 601.5 64+35.0 x J 91+30 91+910 X 86.0 65+05.0 x J - 65+05.0 x J 65+85.0 x J 65+85.0 x J 67+60.0 X 67+70.0 X -_-__-_-- 68+40.0 X J --- ------- 68+55.0 x -- --- TEMPORARY EROSION AND SEDIMENT CONTROL PERIMETER PROTECTION = 812.0 69+20.0 x J - 69+39.0 X J -- -- ------ - 69+45.8 x J 69+75.0 X J -- ------- ----------- 69+99.0 x - 70+06.0 x J 70+25.0 x ----- 70+90.0 - - -------- ------ --------__---------... X 1 71+05.0 x J INLETS 71+70.0 x J - ---------------------- J TYPE LOCATION LT. RT. MED. UNIT 71+80.0 x 72+50.0 x J - -- - DROP INLET PROTECTION LINE "A" EACH 72+60.0 x J -- -- --- - 51+60.0 x 1 73+40.0 X 53+61.0 x 1 73+40.0 x J 57+38.5 x 1 75+25.0 x 1 - - ---- ----------------- -- 60+72.5 x 1 75+25.0 x J - --- -------- -------..------------ 83+00.0 x 1 76+05.0 x J 86+00.0 X 1 76+15.0 x 1 -- - --- ------ -- 86+00.0 x J 76+80.0 x J 92+25.0 x 1 77+00.0 x J 77+40. 1 x 1 LINE "S-96-A" 77+80.0 x J 83+98.3 x 1 78+00.0 x 1 SIDE DITCHES 81+00.5 x 1 78+49.0 x J 7. - - - ---- ---- - --- - --- --- - 91+91 x 1 78+49.0 - x J TYPE LOCATION LT. RT. MED. UNIT 79+18.0 x 1 RIPRAP DITCH CHECK LINE `A" TONS_ TEMPORARY EROSION AND SEDIMENT CONTROL, DROP INLET PROTECTION = 11 79+18.0 x I 51+20.J x 2. 1 81+08.0 x J 52+46.9 X 2. 1 81+15.5 x 1 53+08.9 -x 2. 1------ CURB INLET PROTECTION INL E "A„ 82+575 x 1 54+65.9 - _ X 2. 1 50+91.0 x 1 82+575 x J 55+09.9 X 2. 1 50+91.0 x 1 88+50.0 x 1 57+81.5 _ X 51+20.0 x 1 88+50.0 x 1 60+29.4 51+20.0 x 1 89+00.0 x 1 61+29.9 _x 2. 1 52+10.0 x 1 89+00.0 X 1 82+50. 1 x -- --2. 1 52+10.0 x J 89+50.0 X 1 83+63. 1 _x _ 2. 1 52+50.0 x 1 89+50.0 x 1 86+50.2 x 2. 1_ 52+50.0 x 1 95+00.0 x J 53+20.0 x J 95+00.0 x J - 53+20.0 x 1 95+470 x J ------- ---------- - 55+15.0 x 1 95+47.0 x J TEMPORARY CHECK DAM, RIPRAP_ __ _23. 10 55+15.0 x 1 96+00.0 x I 1 J 56+00.0 x J 96+00.0 x J 56+00.0 x J 56+85.0 x 1 TEMPORARY EROSION AND SEDIMENT CONTROL, CURB INLET PROTECTION = 88 - - ---- 56+85.0 x 1 57+35.0 x 1 57+35.0 x 1 --- - 57+90.0 x 1 - -- 57+90.0 x ----- 58+70.0 x 58+70.0 x J - ---------------------- 59+50.0 x J -- -- - - "' 59+50.0 x --- 61+00.0 x 1 --- 61+00.0 x 1 61+75.0 x J ---- ---------- --- 61+75.0 x 1 -- 62+50.0 x J - --------- -- 62+50.0 x J --- -- -- 63+20.0 x 1 63+20.0 - 63+75.0 x 1 - - - \\\a 11p1R 1001"�p, HORIZONTAL SCALE _BRIDGE FILE - �. °''% RECOMMENDED ' " CITY OF -- J� �``� :••'��srER•.:9J, FOR APPROVAL �r �w.•'�� Fo'•. ch% CARMEL VERTICAL SCALE DESIGNATION �:19700124•� D SIGN ENGINEFR DATE '0: STATE OF _ --- �'; TEMPORARY EROSION AND SEDIMENT SURVEY BOOK SHEETS DESIGNED: H.A.B. DRAWN: B.D.F. � p.I,gN 57 of 96 CHECKED: A.R.E. CHECKED: H.A.B. CONTROL SUMMARY TABLE CONTRACT -- PROJECT -- 04-10 SHEET SIGN & POST SUMMARY SIGN POST PLAN ENCAPSULATED LENS ENCLOSED LENS 2.25 x 2.25 x 12 ga. (Type 1) 2.0 x 2.0 x 12 ga. (Type 2) U-CHANNEL - SHEET NO. SIGN SIGN SIGN METAL THICKNESS METAL THICKNESS REINFORCED UNREINFORCED REINFORCED UNREINFORCED /LINE LOCATION CODE SIZE AND SIGN AREA (ft2) AND SIGN AREA (ft2) POST LENGTH (ft) POST LENGTH (ft) POST LENGTH (ft) POST LENGTH (ft) POST LENGTH (ft) POST TYPE (in x in) 0.080 0.100 0.125 0.080 0.100 0.125 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL 1 2 TYPE A TYPE Q LINE _-------- North Side of 96th Street _ R3-5 L 30 x 36 7.50 Mount on Signal San R3-5 R 30 x 36 750 Mount on Signal San East Side of Gray Road R3-5 L No Change R3-5 R No Change West Side ot Gra Road R3-5 L Relocate Existing Sin _ R3-5(R) Relocate Existing Sign 53+70,Rt. R2-1(45 No Chan e 130 X 54+20, Lt. R3-5(R 30 x 36 7.50 130 X R3-5 L 30 x 36 750 130 X 77+30, Rt. W8-6 Truck Crossin 36 x 36 9.00 14.8 X 75+88, Rt. R3-5 R 30 x 36 7.50 130 X 78+30, Lt. R4-7 24 x 30 5.00 12.8 12.8 78+60, Lt. R1-1 30 x 30 6.25 12.8 12.8 79+05, Rt. R1-1 30 x 30 6.25 12.8 12.8 79+37, Rt. R4-7 24 x 30 5.00 12.8 12.8 80+40, Lt. W8-6 Truck Crossin No Change 14.8 X 94+00, Lt. R2-1(45) No Change 130 X 94+00, Rt. W6-1 36 x 36 9.00 14.8 X 95+40, Rt. W2-6 No Change 16.6 X W 16-L 1 106th St No Change W 13-1 15 No Change 98+10, Lt. W6-2 36 x 36 9.00 14.8 SHEET SUBTOTALS-1 1 55.00 27.00 51.2 140.8 Rnmrri!„�� r HORIZONTAL SCALE BRIDGE FILE CITY OF �� A��'''%, RECOMMENDED * ' `' _ J�' 'G�srER•."9f FOR APPROVAL VERTICAL SCALE DESIGNATION ,�:�� '� � CARMEL 19700124 DESIGN ENGINEER DATE 'U STATE OF SURVEY BOOK 58 SHEETS SHEET 96 �j••, DESIGNED: TAB DRAWN: MEW SHEET SIGN & ND.i ANP.•' CHECKED: HAB CHECKED: TAB POST SUMMARY CONTRACT PROJECT 04-10 x SODDING & RIPRAP CHAIN LINK TYPE FENCE 48in MONUMENTS STAT/ON OFFSET ft LENGTH ft ALIGNMENTS TYPE zo �-- ,�' 0 0 0 ° LEFT RIGHT STATION DESIGNATION A B C D SEC. COR. FROM TO a w a- w '1 z LINE �4 -- w z Of o w w z v z u- z w a- 50+43.25 Begin Project X STATION STATION E) Fr o 0 0 o m o g cn 76+29. 15 to 78+53.Do 60.0 w 223.0 o = ° ° ° ° w 76+28.60 Section Corner X 79+ 14.00 to 81+24.87 60.0 Ton ft.2 ft.2 ft ft.2 81+24.87 to 81+30. 11 44.0 210'0 97+76.34 17.0 PC X Line Wv . 98+63.45 P/ X 50+7741 56+30.00 X 9778.00 82+ 18-89 to 82+2738 45.7 -9.0 99+49. 13 PT X 82+27.38 to 97+75.00 60.0 1548.0 50+78.00 56+ 17.96 X 2671.32 97+75.00 to 98+72.55 60.0 99+52.34 End Project X 98+72.55 to 100+35.43 52.5 6 . -- 50+81.40 56+42.95 X 2824.60 16J.0 56+42.95 63+42. 12 X 3495.82 56+55.00 63+31.30 X 929700 - ----- 56+67.04 63+23.74 X 3235.21 ----- 57+02.83 61+95. 17 X1 1 7150.00 63+42. 12 70+90.33 I lxl 3241.05 - -- - - -- 1 1 63+53.30 65+46.74 X 2565.00 TOTALS- 2 - 63+60.53 69+45. 16 X 11594.38 64+05.63 68+25.26 X 6034.00 MAILBOXES TOTAL LENGTH 2268.0 69+25.46 69+45.80 X 91.00 LOCATION MAILBOX ASSEMBLY - 69+99.00 70+26.32 X 127.00 t BOX DESCRIPTION WIDTH (ft) REQUIRED LT/RT STATION SINGLE DOUBLE 69+99.71 78+54.47 X 12781.40 Line "A" 70+32.72 76+65. 16 X 9390.00 L T 63+76.2 VAILBOX ASSEMBLY, 1, RESET NO APPROACH L T 79+23.6 AILBOX ASSEMBLY, 1, RESET NO APPROACH 70+90.33 78+54.47 X 4295.58 79+ 12.5J 81+09.60 X 961.74 Total 79+ 12.5J 81+ 17.24 X 998.34 80+01.67 81+37.74 X1 1 1814.00 82+2776 95+78.91 X 21060.00 82+46.76 86+49.80 X 2014.07 82+55.90 86+50.00 lxl 1970.53 86+49.80 90+55.86 X 2029. 19 86+50.00 90+56.06 xi 2030.30 90+55.86 94+45.00 X 1939.87 90+56.06 94+45.00 1XI 1944.68 94+45.00 97+70.00 lxl 1631.38 94+45.00 96+39. 15 X 966.98 96+39. 15 97+71.09 X 646.92 97+88.82 98+85.73 X 496.81 98+85.73 99+68.77 X 1058. 18 Total .�``, N R p ��''%., RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE J isrE '9 • NONE • R••.,s', CARMEL .;�F, F�• � FOR APPROVAL � .-' VERTICAL SCALE DESIGNATION 19700124•: E IGN ENGINEER DATE NONE Wit,• STATE OF •:401 - - - DESIGNED: HAB DRAWN: HAB MISCELLANEOUS SURVEY BOOK SHEETS •.Np�A NP•' � - ' - •• 0 59 of 96 CHECKED: BSS CHECKED: BSS TABLES CONTRACT PROJECT ---- 04-10 750 j I ' ; EX ROW _- 52+00 i �: , + CI _ IL I f: , _ I , t_ I I , i I I --_-E t _ I I I 750 EX ROW ! A ! i f _ i � i I i , 4 I +745 � , I , , I_ , I I I I:I I,,�i I�.I I A:I I r I I�I t�t_I Ii 1,_,i-.:I j!!.._1i I i I.Ia_.I I i:I.I�_.I 1.t.I.,_4I 1 I..r._-__-_!Ir I:I 1.,-I�L_,,.I—r_.I:.-_...I,,t:.1 i I 1.,I I II!!i III,I.r,1.;h t•_I'._I i I..I-.:_I-.,I r:I,L.I i,.L��.{I,.I_I ::,-.-.II.�,AI 1 I,I I,,,!i:-�-.-.r I�f I,i,.I-,:1'...I t_I-.I i._�..�-;i,t;�.i•i:_,l i{r f I I,I_s I i,.,i�--I.,{ii I 1. _- t {�� 1 t J•�,.t I.�_h.;�____�,___.._-1 i.r E I.i a�I I�__I f I . I 1 I�I}t C I P T,t i� t II ; . _LI_i.___.•_ r.I � 1t -._- .I- -;-. _ - _-I- - , _ t L i Li L , 1 I+ _ _ )_ i - _. __- -- _ 1��I - �I{f _1 1 1 _.- ._ 745 740 I 1 t _ _ , _ I 740 3 ill �r. If 735 1 �I , 730 —60 —55 —50 —45 —40 —35 —30 —20_115 _110 -105 —100 —95 —90 —85 —8 0 —75 —70 —65 �f 73 .I —25 I �4_ I I � _{ 15 —10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 750 ( 51 +50 EX ROW I I i L 1 I 75 7,�45 I— MI M ! 45 if I _ _740 740 1I{ I i t !� rJ/ 1 i i�100 95 —40 —35 —30 —25 —20 —15 —f0—85 —80 _75 _70 —65 —60 735 3 _ _ Id, —55 —50 45 — 0 5 1 0 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 ROW 51 +00 EX ROW 745, i 740 ( �1 _ I _ 740 LH -.. I � 3 II � , + ;-105 —100 -95 —90 —� —80 —75 —70 —65 _60 _55 —50 —20 45 —40 —35 —30 —25 —10 —5 0 5 10 15 20 25 30 35 40 50 55 60 65 70 75 80 85 90 95 100 105' Inv 735.66 Inv. 725.89 50+50 75 hit L , } 745 r 740 ! , ; . , ; : 740 3 0 4 7 I' I 35 7100 —95 _90 —85 —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 v. 725. 18 PROJECT STA. 50+4325 A RECOMMENDED HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL lTTV Or 1:10 DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 1:10 I _d DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS a 60 of 96 CHECKED: H.A.B. CHECKED: TAB.-- �� CONTRACT LINE A PROJECT 04-10 ——— — Revised July 2005 —— —— Delete Previous Editions Of This Sheet 54+00 750 ROW EX ROW EX ROW ROW 750 I III I fill- IIII I fill fill 1 . 111 1 11 1 11 11 111111 11111 745 - 745 740 -- 740 7.35 735 III [ fill 730 730 —105 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 20 —15 —10 —5 0 5 10 15 20 25 M 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 53+50 750 ROW EX ROW EX ROW ROW 750 fill 745 745 740 740 735 735 All us 730 730 —110 —105 —100 —95 —90 —85 —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 90 95 100 105 110 115 120 5,3+00 ROW EX ROW EX ROW ROW 750 1 1 111 1 1 fill 11 11 if fill 11 111111 750 745 745 Ill 11 1 1 ill 11111 fill 11 oq 11 740 740 735 735 1.730 730 1 T-14441- 1 fill 11 —105 —100 —95 —90 —85 —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 90 95 100 105 110 115 120 v) w Q 52+50 ROW EX ROW EX ROW ROW `c' 750 750 r� 0 ro 0 745 745 0 0 740 740 0 0 7J5 735 I IF nil A q 11.11 II 0 730 730 fill —105 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 50 55 60 65 70 75 80 85 90 95 100 105 110 115 Inv. 726.67 I C 0 a� x HORIZONTAL SCALE BRIDGE FILE oRECOMMENDED CITY OF 1:10 FOR OVAL DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 1:10 0 CROSS SECTIONS SURVEY BOOK SHEETS N DESIGNED: T.A.B. DRAWN: M.E.W. 61 of 96 Revised July 2005 CHECKED: H.A.B. CHECKED: T.A.B. LINE "Aft CONTRACT PROJECT 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet ROW EX ROW 56+00 EX ROW ROW 745 745 740 740 735 T. 735 730 I- ff 444H 730 —110 —105 —100 —95 —90 —85 —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 55+%50 ROW EX ROW EX ROW ROW 745 ----- I I I I I I I fill I fill [ fill I 745 740 If I 740 735 735 730 # I IIIL-jlll 11 11111 1 111 H I i I q 11 --- 730 1111111 _# fill --- —100 —95 —90 —85 —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 III III 111 11. 1 1 111 ROW EX ROW 55+00 EX ROW ROW 745 745 740 740 735 735 730 =1.A.. HE . . . . . I ..I I - - 730 III �+ . . . . I - 4:7 —105 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —51 —40 —35 —30 25 20 —15 —10 —5 0 5 10 15 20 25 30 J5 40 45 50 55 60 65 70 75 80 Inv. 728.22 Li D Q 54+50 ROW EX ROW EX ROW ROW 750 fill fill 11 111 [ 1 111 111 - - fillill 1111111 [ fill [ 0 750 Ci I ] fill 745 745 00 740 if 740 0 7,�5 � 735 0 7JO 7JO —110 —105 —100 —95 —90 —85 —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 90 95 I c 0 U cn X 3 0 RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE `t 1:10 FOR APPROVAL o DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION FTTI lei / 1:10 DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS Revised July 2005 62 of ss CHECKED: T.A.B. LINE A CONTRACT PROJECT CHECKED: H.A.B. �� n 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 57+50 750 film , ROW EX ROW EX ROW ROW 750 745 745 740 if I IIII 740 11 7111 1 7,35 735 11 FV 7.30 7.30 —100 —95 —90 —85 —80 —75 —70 —65 —80 —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 57+00 ROW EX ROW EX ROW ROW 750 745 745 740 740 735 735 730 7.30 —100 —95 —90 85 —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 56+50 750 TEMP ROW ROW EX ROW EX ROW ROW 750 IM 1 745 745 740 740 7.35 735 7.30 730 fill Ft If fill. I- fill ] [ - 1111111—105 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 — —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 In w Q 56+42. 50 750 ROW EX ROW EX ROW 1111 1 fill fill I I ] III I I ] III fill I I fill ROW fill I I 111h111 LM IV Id, fill [ 1 750 0 745 745 0 fill � 740 740 0 735 735 rn 0 o, 7'30 730 —105 —100 —95 —90 —85 —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 I c 0 U aD x 0) HORIZONTAL SCALE BRIDGE FILE o RECOMMENDED CITY OF ¢ FOR APPROVAL 1:10 CARMEL VERTICAL SCALE DESIGNATION o DESIGN ENGINEER DATE 1:10 N DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS Revised July 2005 63 of ss CHECKED: H.A.B. CHECKED: T.A.B. LINE A CONTRACT PROJECT a 04-10 ——— — Revised July 2005 ———— Delete Previous Editions Of This Sheet 59+50 ROW EX ROW EX ROW ROW of 745 745 740 740 735 735 730 730 —120 —115 —110 —105 —100 —95 —90 —85 —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 59+00 750 ROW EX ROW EX ROW ROW 750 745 745 740 740 7J5 --- ---- M 730 IN 730 —105 —100 —95 —90 —85 —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 58+50 750 ROW EX ROW EX ROW ROW 750 745 745 740 Irs 740 735 ---- I. L L M ---- ----------IT-717KE7. I IIIA I -L L1-1-L 730 730 —105 —16V —95 —90 —85 —80 —75 —70 —65 —60 —55 — — —40 —35 —30 —25 20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 cn w d 58+00 ROW EX ROW EX ROW ROW 0 750 750 0 745 7�,5 �r- 0 740 740 N \ 735 7Z rn 0 730 111111 11111111IFF 730 —100 —95 —90 —85 —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 0 U a x jHORIZONTAL SCALE BRIDGE FILE N RECOMMENDED CITY OF 1:10 FOR APPROVAL VERTICAL SCALE DESIGNATION �I DESIGN ENGINEER DATE CARMEL 1:10 CROSS SECTIONS SURVEY BOOK SHEETS / DESIGNED: T.A.B. DRAWN: M.E.W. 64 of 96 N CONTRACT PROJECT Revised July 2005 CHECKED: H.A.B. CHECKED: T.A.B. LINE "A" 04-10 6 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 61 +50 ROW EX ROW EX ROW ROW 750 750 745 745 J 111 RAN 740 740 7.5 735 730 730 -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 61 +00 ROW EX ROW EX ROW ROW 171t.0 U 750 750 745 745 740 T 740 735 735 730 730 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 60+50 ROW EX ROW EX ROW ROW 750 750 745 745 740 740 735 735 730 730 -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 w D Q 60+00 ROW EX ROW EX ROW ROW L 0 750 750 0 745 745 d- 0 ° 740 740 0 lit 735 735 1.11 L o� 0 730 730 -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 I C 0 (D V) X HORIZONTAL SCALE BRIDGE FILE oRECOMMENDED CITY OF 1:10 FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE CARMEL 1:10 0 c/v DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK s5 SHEETS CROSS 96 Revised CONTRACT PROJECT July 2005 j � J CHECKED: H.A.B. CHECKED: T.A.B. LINE «A 04-10 a: Lm 63+42. 30 750 1E�P l EX ROW I : 750 Cl.� lfJ , w -.1-_-I :. '+ 745 h- ! 745 : ; t I I ; , ,_, i i I e_ I I I I ! , I : ! ; I I I ! I _,_• , t I i � I—I i I I 1— —w 1 If {I _ I ; -, .,.. ; ,. I :_L. 'I. ; ! I ! I I ! _ I � : � I � � I � I I , t �� I i � '; � I- I � r. r I . .j I , I ,._ I t 1 I i j l I _' I � I 740 f j I - - — 1I i f 740 ( - - - - I .. , I I I 'f - -1 • r I. i [ 735 !_ , ; , , i I I ; _ i 1 ! i ( i I : : I , { ; i __I I I I r I , I I i I h , I i , I I I _I + I I r �. N,. ! I -I 1 4;.t I fi I I LJ I I � I 735 t II I _ I ` t I , t �I{'�.�rp�_V •. _._ -_.' : _ { i f - I � Ifps 73 I I I I i I I I -� 0 I I t I I i I I I � I '' I �: i"!C� �j ! I 11 ; � r I �I ��. _,y I { , � � � i 730 —120 —115 —110 —105 —100 —95 —90 —85 —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 6J+00 750 EX ROW - ! ;_, - EX ROW t it I Ir + ,-r , , : ; I ; r 1 r i 750 -j .[_ , i r I J • I 1--I" ,.. : ,.. A.- r : , , i- [ I , .. _ ..I I _,. , •. I .. ,I I �1 r I 745 " . .1!r II -- -I-- �I .... - { 745 740 - I I T_- i_ 740 :i`. 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'.. -._.- - -_ [ — - ._- .. - _— .. i j 735 if Mf73if r f i , I 1i_ I t : I I 730 —105 —100 —95 —90 —85 —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 62+50 ROW W 750 if +5a,[ (N�I $ -, 750 it 745 I 745 740 7 735 735 Af!7 730 730 e —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 62+00 EX ROW EX ROW 4- 750 750 745 740 735 . � if 735 It I i 73 Y , ZJO -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 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF 1 :10 FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE CARMEL 1 :10+ DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS 66 I of 1 96 CHECKED: H.A.B. CHECKED: T.A.B. LINE «A„ CONTRACT PROJECT 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet 65+00 750 ROW EX ROW---------------------------- EX ROW ROW-------------------------------- ------------ 750 745 745 740 740 735 735 730 -100 -95 -90 -85 -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 65 730 750 /SOW EX ROW 64+50 EX ROW ROW 750 745 745 740 740 735 --- -------- t --------- 735 730 I-100 -95 -90 -85 -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 55 730 60 65 750 ROW EX ROW 64+00 EX ROW ROW 750 745 745 740 41ff- --- ----------------- 740 735 # t i -------- --- ------------------ 735 730 -100 -95 -90 -85 -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 50 730 60 65 w D Q 63+50 0 750 1FJI/P ROW ROW EX ROW EX ROW ROW 750 0 ,- 745 0 745 N 740 1A 7LL 0 ------- 740 Hi :RTFFT \ fill _44- [ IIIII 735 If 111 F 0 735 730 —120 —115 —110 —105 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 25 —20 —15 —10 —5 0 730 ° 5 10 15 20 25 30 35 40 45 50 55 60 C 0 U V) X 0) N O RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE � d FOR APPROVAL 1:10 N DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 1:10 o DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SURVEY BOOK SHEETS 3 Revised July 2005 SECTIONS 67 of 96 6, CHECKED: H.A.B. CHECKED: T.A.B. DINE «A» CONTRACT PROJECT 04-10 67+00 EX ROW _I, I EX ROW 750 11I _II i 4 ! r_.. 0 - { 745 t 745 I I f ; 740 � I II I f t:I I! f I r I I L I I 740 I - ; _ I ;.. 3-5 I.I i,i,.-�..�i�(I1 I..{I,It I I!I!I I I:I.,t.I i;r I:i II!I I.;I i!'!':.:;I_I';!(!I jr i i._-f__,!r;-'.l I!-.__-l,.I i_;.I,r'I:I�_I_._-._.I:I i_i I_-.__._._-.-_.._.--____-.___.1....-,..-�{.1 I•{t tlli.((I.I I-_-f..(!1,I t.I,.I I._I{C..,I I j.I f t i 1 II I.j i,I j I i. _.i y i,,;:!:?I!I 1 I I..j I:i I I I I I I'I,I.f,,.,,,I-I I I Ii.'-.I!I I..I!ji i!1 I i..j._-�._i'I:;,,;'�.'_`!I;'::,.;,i I.!_�_-i I,I j I;I�I t.I I I,I I��II;,!I I I I i,!I I I!I i I I;I I,I,l,I i(!.I r I!I.;I I,i,I i I-!�I f}I j,-rj.•1 II I�I_.._.�.�I.-�l fI.'`I!._t..____I_1�f I�I,I L-__.__((l.t�FI.__l____.._.�._I.-_f ir{i1(II.!...._f_....._J}--i I!,I I..-i I .j__--._.-�,_.;-•j:.,,!(II'..;i�j:IiI 4.�;,i!i--;I..!I!i.y t 1 I�I_)I1,(!i,C C...�,I 1 IjI II.I, -�I-.j I If 1 I!!I Il..I i,i i LI�.j I I I I r,1,I!-I..,.L,j I i I.i,I I:i 1:1 I'...-�i:II,i I I.i!..;.'1 I Ii.i 1�.--.l.I I,;;I I-I,I.I,'_I:...,I,:I;I{:II.!,.I��i f f 1 j I I I r I i I I I,•I,:!I r,,f f I I i,1 I I I{i 1I I;,!i!;I I�I!,I,1I i,II l!I i,�.._I I i.(�i1.(jI_.._I,4i,f Lt I i!_-.._,:r�ti,I,,I�1 j(I!..,_.t,f j.;.<:.I_;I i+L;iI i,,t;I,-i'I-1'. !!_•_;I I(,((I I I i I I I,I t I�,I,I I j{Ii I i I II,I: : '.,I_�,I� _.,;-I , _ - I�- -.--.._- I I I I I I i .j �I I .I ._..-...LL _ , {I I 1 � �, -- r !. .� �I�I r I I I I I I i I_ t- -:-.- �- -__�- ( I -- �I- .: _.- }l.. .I r. }_ _._. -.. �- .( �I 1 I L - _3._. 5 7 pi I i . I 730 f 730 —95 —90 —85 —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 66+50 EX ROW EX ROW 7 7 54 5 0 I -750 i 7451 t _ -70 740 _3 i t � 1 t 3 a_ L Y 730 t - I 1 L 11 730 —100 —95 —90 85 80 —75 70 —65 —60 —55 —50 45 40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 3 5 40 45 50 55 60 65 66+00 EX 750 EX ROW r 750 T745 745- if !740 _ 7 40, 3 , , ! ,I 3i If f7301 730 100 —95 —90 —85 —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 65+50 w 750 TR. 745 745 , 740 740 fit _ 33 , yI 1! I j 1 i 730� 730 1, [ h � _ fl -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 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF 1:10 FOR APPROVAL DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 1:10'I t DESIGNED: T.A.B. DRAW-M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS SECTIONS 1 of 1 96 CHECKED: H.A.B. CHECKED: T.A.B. LINE «A�, CONTRACT PROJECT 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 69+00 755 EX ROW EX ROW ROW 755 750 750 745 745 740 740 735 735 I w ---- _m__ -_ I I I_- T_ 7M 730 -95 -90 -85 -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 68+50 EX ROW EX ROW ROW 750 750 444H %4k 745 745 740 740 _jr MON jV1 Id 735 735 LLJI 730 730 85 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 6s+oo EX ROW EX ROW ROW 750 750 745 ---- 745 I If fill 740 740 735 I LIE 735 Lf 7 O I-i-3-ims -M IT 730 -90 -85 -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 In w 67+50 0 750 EX ROW EX ROW ROW co 750 �r- 745 745 000 0 740 740 0 rn 735 735 0 730 -95 -90 -85 -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 65 730 I c 0 aD U x 3 -a / RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE N 1:10 FOR APPROVAL VERTICAL SCALE DESIGNATION oDESIGN ENGINEER DATE CARMEL 1:10 Qo DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK 69 SHEETS 96 Revised July 2005 CHECKED: H.A.B. CHECKED: T.A.B. CONTRACT PROJECT LINE A 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 70+00 7BWP ROW EX ROW EX ROW ROW 750 750 745 745 740 740 735 735 -100 -95 -90 85 -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 69+89. 90 7MP ROW EX ROW EX ROW ROW "1 11 IIL 750 750 745 745 III fill fft 01. 740 740 7,35 735 —100 —95 —90 —85 —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 69+58. 30 TEMP ROW EX ROW EX ROW ROW 750 750 745 1 745 740 740 7,35 —100 —95 —90 —85 —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 cn w 69+50 Lc) TEMP ROW EX ROW EX ROW ROW 0 0 750 750 0 745 745 0 111 ] 1 740 740 0 0 73,5 735 W14 04 lei III ih-b —100 —95 —90 85 —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 0 a� cn x / RECOMMENDED HORIZONTAL SCALE BRIDGE FILE N CITY OF 1:10 FOR APPROVAL d DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 0 1:10 / DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK 70 SHEETS 96 Revised July 2005 « �� CONTRACT PROJECT CHECKED: H.A.B. CHECKED: T.A.B. LINE A 04-10 ---- Revised July 2005 ---- Delete Previous Editions Of This Sheet EX ROW 71 +50 755 EX ROW �y 755 750 750 745 745 740 740 7,35 7,35 —85 —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 EX ROW 71 +00 755 EX ROW ��y 750 755 745 750 740 MIN # t ot I I ll � " . . , 6--� Il ! T 745 735 740 7J5 Ll 1111111 —100 —95 —90 —8,5 —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 w In 755 EX ROW 70+50 a EX ROW ROW 755 0 750 0 745 750 0 0 740 745 0 7�5 740 735 —110 —105 —100 —95 —90 —85 —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 C� 0 U 4J cn X D N 0 b- I RECOMMENDED C1T i Orj HORIZONTAL SCALE BRIDGE FILE jFOR APPROVAL it 1:10 o � DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 1:10 f Revised July 2005 DESIGNED: T.A.B. DRAWN: M.E.W. SURVEY BOOK SHEETS CROSS SECTIONS 71 of 96 CHECKED: H.A.B. CHECKED: T.A.B. LINE it 99 CONTRACT LINE A PROJECT 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 73+50 EX ROW EX ROW ROW L 11 111 750 750 IT 745 745 740 740 735 735 IVU=i 4 # —100 —95 —90 —85 —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 73+00 EX ROW EX ROW ROW 1111111 11111 11 Jill 1111111 1 111 111 111 111 11 [ 111 750 750 745 745 III I 740 740 735 735 -T-T-T-T-T F --f+m I- -105 —100 —95 —90 —85 —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 72+50 EX ROW EX ROW ROW 750 750 745 745 740 740 735 735 1 11111111-14 17 —115 —110 —105 —100 —95 —90 —85 —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 U) w 72+00 `L EX ROW EX ROW ROW Ln 755 755 r� O 6 750 750 O 745 745 O N \ 740 740 O 0 735 735 3' —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 I C 0 U N cn X HORIZONTAL SCALE BRIDGE FILE c j RECOMMENDED CITY OF 1:10 O FOR APPROVAL CARMEL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE 1:10 CROSS SECTIONS SURVEY BOOK SHEETS � DESIGNED: T.A.B. DRAWN: M.E.W. 72 of 96 N Revised July 2005 CHECKED: H.A.B. CHECKED: T.A.B. LINE «A99 CONTRACT PROJECT 04-10 EX ROW 75f50 EX ROW i ; I 750 � 750 I A- 745 _ Mill ; t i ! : , .,! I I �1 I a!. {�.._1 ; :.. ;:...)I I pI_ ,. •�, I ! I � 1 I . . t { I t 745 I - - 740 I - __ I I: f It I ,'I 1! 1 I ,L j .- -_ 7 4 0 3 I I '�z 202-91 f I f1r is , 735 _[_.i l I _l ! w ! I I � I I I I ` ! :. ; ! ( I 'Y", _.t I._f._..f I ,...rp,.. _.j._. t ,.. ; ,.� �_ ,- L�.._ , V i_ t - I [ _�.. I I _.j. _f... iI rIJ _� [ LII ' if1 00 95 90 —85 —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 EX ROW 75+00 I EX ROW 750 1 , I_ 750 I I I ! 1 I i I t C I � 745 r I � � j i I i I I t ; - •-I � i � I I I : ' I I ; i II { , I ; { ; , i , ! ; I L III r ! -I_ I � I I ' r ! I j � • I L ; ,_I ! , I , ,_ —_ , I I 1111 I i I � I + . r 745 {j -1..j. - { I I 740 I r f [ 1 I E f f 740 : I i-� I I I I ! ., I -I -; i, • I I i I-. j .. � i i. i. i , I , I 1. '_ _.. � j- r.. , 1 ��- I [. _ I � I I _I. r ! 7351 I : 1 _ I { f I : I_,. , l�� _( �r•{l� !- i 11 ;_ ! I I I I ! , I I r I I j_ F a I ! -j i j I ; r j_. dd f I r-_ 9+� �j jt fI 735 � I�, ( 1 i i I I i I .! , ( , j I ! i , I , I !Y!Cr-y 'f I I , �•1� I L '�C ,$.6J ;_I I I t I ' I 1 �`"'� I �''f j� •_ �' I j� � t � ; i t, I_ I r —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 EX W 74+50 [ } W I I j 750 i , l l : , ; , ._, II ,_ ! 1 : I ' I : Ir , : , I ! , _, � I • I I I I : �_ - j-- {_. �.. F I . 750 t II ! 1 II ; I ! ! i I I CI I I I 1 , i i i J a 1 I i r 5 44 � i•. I__I t.___-.�l__i 1i I I f�I, �,I ;I,;I I '': LI i i; +1 It ;-I:;-__,,i; 1,, I I i I i I : I I I I f I ,,I i ! IJ,,.-a 45 i }LI i I I -- ._ I i �rI I i 7 4 I } 1 740 : 740 it { I - 1 735 C' ! ""11.61 r. r I 735 fIi_1 � -I I i ! C ' i I i Q V i , f� [ { i C t i� I riC I + —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 74+00 EX R 0 EX ROW - { 750 l_I { I I � C : I : : ! : ! : ! � i "I { _. __---r ..i. _. : �. :. :.. I j , r I ( , L. i : : ; I. _., , } : ,._(.. I _ I ( : i ; I I - I + -t- � I._.i � ;_ ._, r 1-1 -_ C , j f I r 1 , 750 i : ' I : , _, J ; � 745 it -- , ; _• _ ; i I I : I , : I I ,_ I I , r J_I—I I i I 1 745 I t i...I- j 1 � I 740 ;p11'7 �I L ,_ . i 1.. 740 : : � ._I : i �.: ;. I �_., I , , i_.. , I. , L_ I I : ! - : , 1 7351 f ! I II i I ; � I , I I I i I I I , Ij ! irfl I � I I I � 735 f cN �1 I i j i � I , I ! i � � !�'fl�•$��:�I ; � ! I I i i I I I I. I ' I { I —100 —95 —90 —85 —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 RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL 1 :10 DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 1:10 DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS 73 of 9s CHECKED: H.A.B. CHECKED: T.A.B. LINE «A» CONTRACT PROJECT 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 77+50 ROW EX ROW EX ROW ROW 11 IIH I 111 11 1111 11 111 11H 111 11 1111 750 750 745 745 740 740 me 7,35 735 41 1 1411 —100 —95 —90 —85 —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 77+00 ROW EX ROW EX ROW ROW HIM 1 1111 11 11 750 750 745 745 740 740 Rim 735 735 IIIIII III 4:p# ill —105 —100 —95 —90 —85 —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 76+50 ROW EX ROW EX ROW ROW IM ill 750 750 745 1 11 fill 74,5 ffil 740 740 735 735 -105 -100 -95 -90 -85 -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 cn w Q 76+00 EX ROW EX ROW ROW 0 co 750 750 0 745 745 0 N 0 740 740 0 75 735 6. -105 —100 —95 —90 —85 —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 0 U Q) w X U) 3 N RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE 0 1:10 d FOR APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE CARMEL 1:10 0 N � DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS k Revised July 2005 CHECKED: �� CONTRACT 74 PROJECT 96 � � H.A.B. CHECKED T.A.B. LINE A 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 79+00 TEMP ROW ROW EX ROW EX ROW ROW TEMP ROW 745 745 740 WE 740 735 735 -H+4�W glg :H±-H+-w —100 —95 —90 —85 —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 90 95 100 105 110 115 120 78+83. 50 TEMP ROW ROW EX ROW EX ROW ROW MUP ROW 745 745 740 R Z mm AI NEE dig -- ----- 740 I iiiii L L.L.1-L-L.L -g I I I I I I 1 11..........L 1.1 1 735 735 —120 —115 —110 —105 —100 —95 —90 —85 —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 90 95 100 105 110 115 120 78+50 ROW EX ROW EX ROW ROW 750 07 7 k 750 745 745 740 740 735 735 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 — —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 90 95 100 105 110 115 120 Inv. 736.38 cn w 78+00 n ROW EX ROW EX ROW ROW 0 0 750 750 0 745 745 O N \ 740 740 O ro 0 735 735 Jill —100 —95 —90 85 —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 c 0 C) aD x U) 3 HORIZONTAL SCALE BRIDGE FILE N RECOMMENDED CITY OF 1:10 0 FOR APPROVAL DESIGN ENGINEER DATE C ARM EL VERTICAL SCALE DESIGNATION �. 1:10 _ CROSS SECTIONS SURVEY BOOK SHEETS � DESIGNED: T.A.B. DRAWN: M.E.W. 75 1 of 1 96 N � 3 Revised duly 2005 CHECKED: H.A.B. CHECKED: T.A.B. DINE "Aft CONTRACT PROJECT j 04-10 ———— Revised July 2005 ———— Delete Previous Editions Of This Sheet 81 x-00 750 TEMP ROW ROW EX ROW EX ROW ROW 750 745 745 740 740 735 735 —120 —115 —110 —105 —100 —95 —90 —85 —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 90 95 SOf50 750 TE�/P ROW ROW EX ROW EX ROW ROW T F 14414 if 750 745 , I I S 745 740 [ fill [ 111 1 T 740 — ---::4 1 1 1 #__ I I I_._+_ __+4_TT_— I I ------- 735 -"A I L Ff 735 —90 85 —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 80f00 750 TL�A/P ROW ROW EX ROW EX ROW ROW I III_ "..I �$ #1_1 I 1 1. 1 ------- J_ 750 745 745 fill Jill 740 740 735 735 1111 11- -----�.I gtm —95 —90 —85 —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 cn w Q 79 f 50 0 750 ROW EX ROW EX ROW" Hill H444 4+FF Row ill if ill 11 1 1 ill 750 # fill d 745 °0 745 N 740 740 _TZ----- O 735 [HE 4HIT 7J5 -0 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 —25 20 —15 —10 —5 0 5 10 15 20 25 30 J5 40 45 50 55 60 65 I C O 4.1 U N X 3 N RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE � FOR APPROVAL 1:10 % DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION N � IIILA : 0 DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS Revised July 2005 76 of 1 ss CHECKED: H.A.B. CHECKED: T.A.B. THE cc 99 CONTRACT PROJECT 04-10 *Z4 'NS Pw-eoao eD(-p(y4 . -r#s St-fT' 83f00 755 EX ROW EX ROW 755 fill I III If If 11 1 1 1 111 ] 1111 fill 750 Is 750 745 1, JOY flu 745 740 740 735 RIB T ---- 735 —90 —85 —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 90 95 100 105 110 115 120 EX ROW 82f50 EX ROW R► 750 750 745 745 740 740 735 735 —100 —95 —90 —85 —80 —75 —70 —65 —60 — 5 —50 —45 40 — —30 25 20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 In v. 734.83 Inv. 735.07 Inv. 737.66 82f00 EX ROW 750 EX ROW �� ► TF 750 745 745 740 740 735 fill 735 11111 . fill fill 730 7,30 —120 —115 —110 —105 —100 —95 —90 —85 —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 � 95 100 105 110 115 120 cn w Q 81 +50 0 750 EX ROW EX ROW ��► 11 fill 0 750 745 -I FFTTT- 0 745 0 740 0 740 735 0 735 730 730 —120 —115 —110 —105 —100 —95 —90 —85 —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 90 95 100 105 110 115 120 I c 0 4- U N cn X 3 0 RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE 1:10 FOR APPROVAL VERTICAL SCALE DESIGNATION d- DESIGN ENGINEER DATE CARMEL 1:10 oDESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS 77 of 96 LINE u CHECKED: T.A.B.CHECKED: H.A.B. A CONTRACT PROJECT 04-10 85+o0 Ex 0I I I I I , I I ' I i iI I ! , , IfIa iI j Ii I I r i I i I1 , I - I ,. , 755 I i 1 I i , L JI I1 , ; i . I � I -� I II 755 , � i 750 i 1.- _ •_' I I I I I I I , , i i , � ! I I I i I � I I I : � i � I f, I l..-I , _--I � ,. i. , i ( ..I 1 1 " 750 ,. - {_I-i � — 745 ' I ; , � �, j l_ , �._i _,_, j � �__ , 1- ,.-,--1 , I --i- -_.;._ ; {._I..( ,.__.1 ! 1- ! L. __I I j I ! I I f. , f 745 I 1 I r I I L !. I �. I. : i I. I � 1_.!. ! I I.I i I , i i. I i _ III k1 I — 740 f I i Ifl I I I II I I I I i I i I ! + I i � 1 i r F I` I , _I � _I � ; ; 740 i f I } it-- t 1 I : i � t... ,. ,.... I _._<. I : :. . '.. � I � : !- I I I -� ,.. _-i'►� ,.; ., l W � I ;-, I � t I � t i... 735 , , f _, '_ i ,.. ,. ,. p. ,._ , l_ -: : . I ! I � , I, , ; j ! � I I I , , i t I , � , i ,_ , I I I I 11 I -- 1 � L { r ; - { i I � I j i � � ! ! 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I. ,_.i. j I I. -i 750 I -- ! _I. iI I I. i _745 I�I I i I i:j I.!!I�i!'I._i�!,;!i j,��'-.,;.I I,�I.!�,;I..I J-,i i I r:i,!i�i I,i.'I_I';i I I...I:�!:,i;'I'�.,L I t:.r.I,,I.;;.;!!,II!i'i I;,Ii.i I I.,I',�j.i..;'::!I i�:,�I:,i;j r;,.—,..,o-�I;_I I,I I.�___.1}I..;_}I i.I_-..�..(.V.{_-I.;..�'I!.{1}.I.I-I�,!:I.il,.I I 1I i._i i I�I y!..r;,I,'{i I...i,,!_.I I I:i!I I�I I..1',i:.,II I I:t I.._:I i I,,i.�i I:I.,.:t I,I,I,,�I I�I l t!,,-II{,I C.I}I-.._I_,-_.iI_,_..__...-.�1L4I{I.I,!I.�I!-..,I:,i.1.._pL.,,;�-....��I.i I_�'7..-._If i I 1 I(___II!i I II!1.Ii I II,I I•I-.I:t"i�i!_i,'!I*;i;;r,'I!.•I j_.PII I r I f;_1 i;:!..i.,!r:.1 I r I Ii.!'.i.,,I. l !� .I.. l I I, 1 i„I i..1 I I i. __I I -I I I i i I jr _I .( I --, I 1 i- f i-I1- ; - _f-- --.- - -..- .-_I- -I_1 i ..j _ _. �-- .1�_. . - .J. :. : 74 5 I 740 1 70 � , 1 it I I ! 3 V735 I I I i I� I I I ; —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 84+00 755 ROW 755 ! if I 7 5 0 I I i , ! 7 5 0 1 , I j I ; , 7 45 + - 745 ' if 740 ! 740 i 4f 3 3�c { i } _85 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 83+50 I ! I EX ROW EX ROW I 4 1 a , t I I I , i }. I 1 750 - 750 ! 745 If 745 7 4” I 7 40 if ' I j , l �3 735 85 —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 5 5 0 5 70 RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL 1:10 DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION 1:10 DESIGNED: T.A.B. DRAWN: M.E.W. !'�DO� SURVEY BOOK SHEETS CROSS SECTIONS 78 of 96 CHECKED: H.A.B. CHECKED: T.A.B. LINE A CONTRACT PROJECT 04-10 Re \/ts ep tJNE loo 6 DtSIOY WV(U5 f P t7?e J 0r 87+00 EX ROW EX ROW xw 755 755 111111 750 750 fill 745 745 740 740 735 735 -85 -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 86+50 755 EX ROW EX ROW RN fill 111111 111111 11111 755 fill fill [ if 111 ] [ 11111 [ fill I fill fill 750 750 fill 745 745 740 740 735 735 _-L__-Ef - -85 -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 86+00 EX 11111 1 11111 if 111 11 fill III III III - [ fill 1111111 111111 -1 1111111 111111 ] fill [ 111111 lilill ROW EX ROW or ] fill 1 755 755 I fill fill 750 750 I fill 745 - 745 740 740 735 735 X85 X80 -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 w Q 85+50 mm EX ROW EX ROW mr 0 755 755 Ill [ co 750 750 d fl ° 745 0 745 ,°� 740 \ 740 rn ° 735 735 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 0 Q) x HORIZONTAL SCALE BRIDGE FILE oN �/ RECOMMENDED CITY OF FOR APPROVAL 1:10 CARMEL VERTICAL SCALE DESIGNATION � DESIGN ENGINEER DATE 1:10 0 0 N DESIGNED: T.A.B. DRAWN: M.E.W. CROSS SECTIONS SURVEY BOOK SHEETS A 79 of 96 / CHECKED: H.A.B. CHECKED: T.A.B. LINE �� CONTRACT PROJECT 04-10 1K64 S D v C 20r2 - 89+00 760 EX ROW EX ROW lilt 760 755 755 750 750 lilt 11 lilt 745 745 ALL 740 1 740 —70 —65 —60 —55 —50 —45 40 —35 — 25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Inv. 7.36.98 Inv. 740.22 88+50 xwI I I I I EX ROW EX ROW xw 760 760 755 755 11 lilt lilt if 111 11 1111 11 lilt 750 70 745 745 11 fill it 740 740 TT -If+* I n, 5 1 El —W —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 88+00 RN 760 EX ROW EX ROW 760 III lilt ] III lilt [ 755 755 750 750 745 745-1 19 740 740 ITII 85 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 cn w Q 87+50 RN EX ROW EX ROW 0 755 755 0 7W 750 d- 0 [ lilt I Ill 7' 745 0 740 740 rn 0 735 735 3' 85 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 0 U cn X 3 N RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE o 0 1:10 d- R APPROVAL VERTICAL SCALE DESIGNATION DESIGN ENGINEER DATE CARMEL 1:10 0 CROSS SECTIONS SURVEY BOOK SHEETS N DESIGNED: T.A.B. DRAWN: M.E.W. $Q E 96 N CHECKED: H.A.B. CHECKED: T.A.B. LINE «A» CONTRACT PROJECT 04-10 ISE* vt0000ll, 2006 mommomm 'PfSf - Vl � �P(l� csUS 6D t f 1 can► dF 7�4s St��T" 91 +00 760 EX ROW EX ROW 760 755 755 7W ----- ------- ----L_____ ____-ft- f-------------------------- --- -745 750 745 740 740 —))0 —105 —100 —95 —90 —85 —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 90+50 760 EX ROW EX ROW 760 755 755 750 750 745 745 740 _Ffiff--r! I I 1 1 , � [, � � ] �-" 1 1- 4_ - 11111111HII TT f I 740 —))5 —110 —105 —100 —95 —90 —85 —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 90+00 760 EX ROW EX ROW 760 755 755 750 750 745 745 740 #4A =I I I I I j - - - �4_A - ---m 1 11# # 740 —120 —115 —110 —105 —100 —95 —90 —85 —80 —75 —70 —65 —60 —55 —50 —45 —40 —35 —30 25 — —15 —10 —5 0 5 10 15 20 25 30 .35 40 45 50 55 60 65 70 cn w Q 89+50 `n 760 EX ROW EX ROW 760 755 -----------------IT- ---- -- -4- - -----------------------------------7--r------------------- 755 0 750 0 750 0 745 rn 745 0 740 740 —1 f0 —105 —100 —95 —90 —85 —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 0 45 50 55 60 65 �I c 0 U N X 3 , O RECOMMENDED CITY Orj HORIZONTAL SCALE BRIDGE FILE d FOR APPROVAL it 1:10 N DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION v 1:10 0 3 DESIGNED: T.A.B. 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CHECKED: T.A.B. 04-10 END INCIDENTAL CONSTRUCTION STA. 88*25. 00 `S-9 - )y 6A EX ROW 88+00 i I III , , I I EX ROW f 745i 1 .i I_I,-_i-I..I.;_!i'.,I I.I:I___r I.I_r r f I_�:}__1_,;1I i 1:j.I I f:L L_I i I!__I(�;♦I r,I,1I,-1 II-_.:I.__,,_i-___.____L I_.�1�..,I i:I.l 1__. �....�::I.i I,I,,I;I,;I j I I.,I I.,I I i:._II�.I 1 L 1 i I L�II:r,:I 1'._,I I i I r I.I,_I I.I_i I 1�1,!�_i._:_,I 1 I:_--�t'::1 1-.i(I:I.:i i,I f i•_,I l,i:I.I rI I:t;r I.L.ti._I.�,:.i f,:I�i..,_I__.._._._-,_,i I i.:I,Ii�._.r::.I i_-;.I,.__-.!_,i;I_,�i�j k__.f_F I1:;:;__.I_-Li,.i.,._.-.-J_1_.I,_i I I_,I,II-I-i I_.�!.I,.I:1i..I.�j,i i;�,!I I I,I:i,,I.I 1 i�::I I_I r,I I J j;_I i:I t-I i,,I,I.r.j.I I I�i;.1 I I I I;I_II I!I I:;I-(I,i I:i�I�L:,,,.II I i I,.I!:,i,..t!i I.I j!r:I i I.{,I�I,:r r i.I�r.I:Ls,i I_i i I I.�;.,i I I.,.-I_.1.._-..,_i I I,�.-��-i!I.t I:.'�_I I,_i I.,I_.i:I-1:t i..-.:r_-I�I II�_�I_{;:I I i_.,_I:I 1 I}I:1,_I..1,�,lI I I 4�.I I,__I__1:I_-__.,_r+i,.:—__�{I.:i,!__.,i,r_._,I{_.;r,_kI..,_.1:I,:—_�:I,_tt;I 1 I.,,-�1 I.__I_-,__�'_-__r.._I-...,..I I I I-ff),�I J iI.I.I,I!I t i,I_.L..i J_L I-.L:i.i.i i...,,I I.i',i-._:I;{.r,�.i I__�!I.I�::r._I'I:,...;:f l i1 I I—_.L I i,-,:I!_.i i.1-..J I i:;.I..I I+-I J I,I z I i I 1 I!�,I I,j,t 4_I I.I i I,I I I I�,I,>I I__a I.I i I i,.;_._�I I I I I I,,__I 1;_i I_I I I:I I.,r_I i I I I I i i,_i:!:.,I I.I,I I!I�I,II.,1 I..i:},,i,I Li.I I:,,I i I,..�.,i_i.__.I-,...___+_.1I I,.I;!I I I.I!i.�_I i—i,_-.J:_':..;�I I i J I t;i I�._.1,,!__.,I I i-i,i i.L,;�i,.I.,I I_,I I--i I 1 t.i..1 i!:,I.,i iI I I j-_i I I I i�i i,_I�.I,I I,i I:r e I;I I.I I I I a.;i i I I:,I,:..f i I,!�;.1.I I�I1 1,�.,I I I I I I I II!I,1 I I I I:I I;I I I t_,I i t i I s I:I:-I:!;I{;I':i,':,I_,i:!1}f t{�I.r.I'p._I;1_'_I-I,I,I.i.r1,—_.,._.I I-i I�1 f i{.I,-.I I t.I,I.{i:i I;t.I.i�i,,",;;_,:I r:_i,r I_.-(_i!I:I_.r._,.�..�.I.I.__-i..:i j__I�._1 iI,.I I�._'i.i I:_I I I t I-1 i—I I...i f I I I I i,L_,1—.I;�I;I-(-.I.�-.,;_1_I I:I!I I.,II r._;__i;I�r.I.�.�I I_,I�I,i I r�i I:I I{ .r II I I r I II I,1 I i I�I.I I,I 1I I;I 1 I:;l I_I I I I,I I I I I I I t_`- I�_I I I i I..�_1•.1_-___f r_--_-._t__- .t•I._.,.�I__...�_.-__.1[,__—...� r r _.— _—.._ I! .— - �—_ I- -I� . 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DRAWN: M.E.W.J CROSS SECTIONS SURVEY BOOK SHEETS a� LINE 93 of 96 CHECKED: H.A.B. CHECKED: T.A.B. LINE "5-96',—A90 CONTRACT PROJECT 04-10 6+00 748 748 I I i i i I i i 1 I ! 744 - - -- - -- _______ 4 226 -118 74 V-128 V,-89 740 - _ - ' -- ----- - - _ _ _ 740 i 736 - -__ 736 _--- --- ---- f 732 - - 732 b- -140 130 -120 -110 -100 90 -80 -70 -60 -50 40 - -30 -20 -10 p 748 --_---- _ __ -- _ __-__----- -- -- _ ---_ _-- _. _---- --____ 5+ 75 _ - - 1 1 7 744 ---- - - ---- I ( 1 _--- 744 740 _ ----- -- -- I - -- I - - 740----------------- I _4 736 ---- ---- -- - - -- - - - - - -- - - - 736 j _ =49 732 - ---- --- - _ =73 - ----- ------ I _ - I j -- Ve 0 I V,=O I I i - I - _ _ _ , a? 732 -150 140 IJO - -120 -110 -100 -gp -80 -70 - - -60 -50 -40 -30 -20 -10 p 748 ------------- - -- ___ ___ ----- - -----_ _ ____ _----__ __ --_ - -_--- --- --_____ _ , 5+50 -- �__- 748 744 ____ ------- - _ a _-- - 744 740 —-- ----- 740 I 736 ---- -- - ----- 736 732 I I --- ---- I - - _ 732 -150 -140 -130 -120 -110 - -100 -90 -80 -70 -60 - -50 - -40 -30 -20 -10 p RECOMMENDED CITY OF HORIZONTAL SCALE BRIDGE FILE 1625 N. Post Road FOR APPROVAL 1" = 5' HA MILTON 225 Indianapolis, Indiana 46219 DESIGN ENGINEER DATE CARMEL VERTICAL SCALE DESIGNATION UNITED 1" = 5' Consulting Engineers Phone: 317-895-2585 &Architects Fax: 317-895-2596 Web: www.ucea.com DESIGNED: D.P.W. DRAWN: R.S.J. CROSS SECTIONS SURVEY BOOK SHEETS 94 of 96 CHECKED: K.E.F. CHECKED: K.E.F LINE "BR" CONTRACT PROJECT if 04-10 752 -------------------- - 7*00 -- I T 752 -------- --- 748 748 70 -------------- 7" 740 740 4-- 736 736 ---------- ---------------- 732 T 732 ------ ------- 1 A6=114 Ai=J -------------- C40 V,=5=5 V=262 r - 728 -150 -140 IJO -120 728 110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 - - _--- --_ _ ________ _-_ _____-__ - - ____ __ _ _ __ __ _ - _ 6+50 7" ------ ------ 70 740 ------- t ! I �I I i i r-i J 740 M ------ 736 732 A 7J2 A. 169 Af=2 ----------- ------ =j V. 142 V 728 -150 -140 ijo -120 -110 -100 -90 -80 -70 - -60 -50 -40 -jo -10 0 728 6+25 70 - 70 740 ------ f 740 14- M 736 732 11 r Av 1J7 M 00 Vc 169 Vf=57 728 t - ------ -150 -140 IJO -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 728 HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF 1 11 = 51 HA MIL TON.Z 225 1625 N. Post Road FOR APPROVAL DESIGN ENGINEER CARMEL VERTICAL SCALE DESIGNATION UNITED Indianapolis, Indiana 46219 DATE Consulting Engineers Phone: 317-895-2595 DESIGNED: D.P.W. DRAWN: R.S.J. SURVEY BOOK SHEETS & Architects Fax: 317-895-2596 Web: www.ucea.com CROSS SECTIONS 95 1 of 1 96 CHECKED: K.E.F. CHECKED: K.EF LINE 99BR99 CONTRACT- PROJECT 04-10 8+00 752 I 748 I I 748 . 744 744 I i I I I I i 740 I 736 ____ .--_-_- -- --__ ____. ___-___ -------_._-_ -- ___._ _..__- ____- -_-_.- --_____ ._ ._._ ____ _____ ____ - _-_ - _--- _--- ---_____ -.-_ __ _ -_� .�- _.-_._ _.__ __- �_ _ 736 i AV=0 A 0 _ - ___ -______ .__.- --_ _ _ - _ ___ __ __ ---- __ _ _ _- __ _ _-� _ _ ___ _ - _ ! ao - __ __-_ __ _ _ __ i___ 732 I 4 732 V'0=O V=0 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 7+50 752 - _ __-____ _____ _ _ . _.___ -� 1 ____i_ � I � _1 � 752 1 748 - ---- -- - - — - _ _ _-. I 748 t I i_ I 744 - _ - ----- 744 L 740 740 736 ___ _____-- -----__-- ---___ ___ 736 t I � A=226 4=0 _ - I � - j I _ c 732 732 j V=315 V,=3 ;\ - - - -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 CITY OF HORIZONTAL SCALE BRIDGE FILE RECOMMENDED 1" = 5' HAMILTON 1225 FOR APPROVAL VERTICAL SCALE DESIGNATION 1625 N. Post Road DESIGN ENGINEER DATE CARMEL 1" = 5, UNITED Indianapolis, Indiana 46219 Consulting Engineers Phone: 317-895-2585 DESIGNED: A.P.L DRAWN: R.S.J. CROSS SECTIONS SURVEY BOOK SHEETS — & Architects Fax: 317-895-2596 Web: www.ucea.com D 96 of 9 CHECKED: K.E.F.. CHECKED: K.E.F LINE "BR" CONTRACT PROJECT 04-10