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Ditch Road (136th Street- 141st Street) BID SEA NO, r DESIGN DATA DITCH ROAD 136th STREET DESIGN SPEED 45 M.P.H. 40 M.P.H. CITY OF PROJECT DESIGN CRITERIA FUNCTIONAL CLASSIFICATION LOCAL STREET LOCAL STREET RURAL URBAN URBAN URBAN CARMEL TERRAIN LEVEL LEVEL ACCESS CONTROL NONE NONE ROAD PLANS DITCH ROAD FROM 136th ST . TO 1 ST. PROJECT N o . 04 = 05 Beginning south of the intersection with 136th Street, then running North approximately 2,845.0 feet to a point south of the intersection with 141 sth Street, all in Sections 21, 22, 27, and 28, T-18—N, R-3—E., in Clay Township, Hamilton County, Indiana. Gross Length = 0.538 Miles Max. Grade: 3.20 Net Length = 0.538 Miles SCALES PLAN PROFILE roriz.:ong.:L - 1" = 30' - 1" = 30' N � Trans.: - 1" = 30 Vert.: - 1 = 5, PROJECT LOCATION SHOWN BY R. 3 E. SCALE: 1: 2000 11'r W A S H I S� -�—�— -`-- _: R M WEST. ,.- -.ter....-. 903 \ c Our°Lady o`f Mt. VMel lL7 o) O cl- `�'• `�,� - - �=f � //iii; 1'• 14/ST I 1 STREET \ -- — -- /� WEST _—_. _ ._._. ,_—-•_ _ -_ _._!888 _ Y'a9 c r OSaI BEGIN CONSTRUCTION END PROJECT 04-05 BOARD OF PUBLIC WORKS STA. 220+85.00 Line S-1—A °! ; \ \ o %/ �r % STA. 61+15.00 Line A CARMEL, INDIANA — i.i c 875 9// -- I---- 9J 3671`11 T r - l aS 1, -Pry l• E//j/ _ James Brainard, Ma y or 4 p Poplar Ridge / END CONSTRUCTION PROJECT 04-05 rn L— -- h c V/✓ \— P P STA. 32+70.00 Line A \ " i STA. 22W��R-0�6 me S-1—A F ' �t ChYist rs �j'� ' Lori Watson /STREET 905 `�._. _ G� f�1 9L _ - 886 // 5 1 2 87T 7 _ �_ i EST 1315`7 7 ST LU 0 6i a -- - - � � /iii° �I� -� �! / . � � - ., • a h / Mar y Anne Burke 1 o iii/. ! fir \ i // U -- — — N ///; I r ,, N // / r T EET ;902 —. //// ` Trailer, \I Park i /, \ /XX —\/R;o- oil •� „L Lu 0 A , 3��� °60 � 3 p [INDIANA DEPARTMENT OF TRANSPORTATION v STAND � HAMILTON COUNTY STANDARD SPECIFIC" DATED 1999 TO BE USED WITH THESE PLANS] a Plans Prepared By: PLANS 0) Beam, Longest an Neff, LLC °; PREPARED BY: Beam, Longest and Neff, L.L.C. (317) 849-5832 �Ew.�:•eq \\\\����� /i/i U BL PHONE NUMBER \P�q r,\ST r�W0% Consulting Engineers and Land Surveyors •. o DESIGNATION NO. Consulting Engineers CERTIFIED BY: Iz-7_6 -0y =-0 10403306 cr ° 8126 Castleton Rd. Indianapolis, Indiana 46250 - _SHEETS I DATE � O STATE OF �S•' N01 P,IlA •C,? 1 of 52 Telephone: (317) 849-5832 /��% NAL 1\\\ ��\\ CONTRACT www.b-I-n.com l/lllllllllll111111 PROJECT N0. 04-05 • UTILITIES GENERAL NOTES INDEX TO SHEETS All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded except where sodding is specified. SHEET N0. DRAWING INDEX WATER: City of Carmel TELEPHONE: SBC The final cross sections of the grading contract will be the original cross sections of the paving contract. However, partial 1 TITLE SHEET One Civic Square 5858 N. College Ave. or complete cross sections shall be taken if necessary to determine the actual excavation quantities. Carmel, IN 46032 Indianapolis, IN 46220 2 INDEX SHEET -- -- — -- - - --- (317) 571 -2451 (317) 252-5134 The paper relocation will be cross sectioned by the Engineer before construction. 3-4 TYPICAL CROSS SECTIONS ATTN: John Duffy ATTN: Greg Cammack Existing asphalt pavement located outside the construction limits, between Sta. and Sta. shall be 5 MAINTENANCE OF TRAFFIC Indianapolis Water removed as directed. 6-10 PLAN & PROFILE ELECTRIC: Ci nergy --— -- — - ----- -- — ---- ----- 11 ROUN BOUT DETAILS 1220 Waterway Blvd. 1441 S. Guilford The quantity of peat excavation shown on the plans has been estimated on the basis of theoretical cross sections by using 12 SPOT ELEVATION DETAIL Indianapolis, IN 46206 IN 46032 treatment of existing fills, treatment by removal, or treatment by displacement, where each treatment applies. Carmel, - ---—- --- ----- - ------- --- - -- --- -- --- ---- -- 13 WI NGWALL DETAIL (317) 263-6429 (317) 581 -3028 � -_ --- ---- ATTN: Phil Meehan ATTN: Ron Booher ---- — — - _ 14 RETAINING WALL & RIPRAP DETAIL 15 MISC. DETAIL - -- WASTE WATER: Clay Township Regional Waste GAS: Vectren Energy 16 EROSION CONTROL DETAIL 17-19 SIGNING & PAVEMENT MARKINGS 10701 North College Ave 1600 Allisonville Rd. * * REPRESENTS GENERAL NOTES REQUIRED 20-21 LIGHTING DETAILS Indianapolis, IN 46240 Noblesville, IN 46060 22 SHEET SIGN & POST SUMMARY (317) 844-9200 (317) 776-5534 23 MISC TABLE ATTN: Candy Feltner ATTN: Don Purdue _ . _ 24 APPROACH TABLE CABLE TV: Brighthouse Networks Indianapolis 25-26 UNDERDRAIN TABLE 3030 Roosevelt Avenue 27-29 STRUCTURE DATA TABLE Indianapolis, IN 46218 30-47 CROSS SECTION "A" (317) 632-9077 ATTN: Jason Kirkman 48-52 CROSS SECTION "S-1 4" LEND © Cement Concrete Pavement for Driveways, 6 in. D� HMA for Approaches: 165#/Syd HMA Surface, Type A on 275#/Syd HMA Intermediate, Type A on 8" Compacted Aggregate, No. 53, Base D1 HMA for Approaches: 165#/Syd QC/QA-HMA, 2, 64, Surface 9.5 mm, on 275 /Syd QC/QA-HMA, 2, 64, Intermediate 19.0 mm, on REVISIONS 990 /Syd QC/QA-HMA, 2, 64, Base 25.0 mm OF RECREATIONAL PATH: SHEET N0. DATE REVISED --- ----- - 165#/Syd HMA Surface, Type A on _ 275#/Syd HMA Intermediate, Type A on 5" Compacted Aggregate, No. 53, Base ------ - -- - - — O 330#/Syd QC/QA-HMA, 2, 64, Intermediate, 19.0 mm, on 6" Compacted Aggregate, No. 53, Base _ J1 PCCP, 4' (Colored and Grid Pattern) on ------ __ _-__ 9" Compacted Aggregate, No. 53, Base PCCP, 7" on _-- 12" Compacted Aggregate, No. 53, Base — - - - - - -- K 165#/Syd QC/QA-HMA, 2, 64, Surface 9.5 mm, on 275#/Syd QC/QA-HMA, 2, 64, Intermediate 19.0 mm, on 330#/Syd QC/QA-HMA, 2, 64, Base 25.0 mm on 300#/Syd QC/QA-HMA, 5, 76, Intermediate, C19.0 mm, on 330#/Syd QC/QA-HMA, 2, 64, Base 25.0 mm 165#/Syd QC/QA-HMA, 2, 64, Surface 9.5 mm, on 275 /Syd QC/QA-HMA, 2, 64, Intermediate 19.0 mm, on 990 /Syd QC/QA-HMA, 2, 64, Base 25.0 mm _ --- - — O Retaining Wall, Modular, Block _ - - -- -_ ___ --- --- --- --- ----------- -_ _— O 12" Compacted Aggregate, No. 73 ® RESURFACE: 165#/Syd QC/QA-HMA, 2, 64, Surface 9.5 mm, on R/W INDEX 1 -1/2 in. Surface Milling, Asphalt OSeed Mixture, T SHEET NO. DESIGNATION SB Temporary Check Dams, Straw Bales SF Temporary Silt Fence Widening with HMA 165#/Syd QC/QA-HMA, 2, 64, Surface 9.5 mm, on Ln 275 /Syd QC/QA-HMA, 2, 64, Intermediate 19.0 mm, on 0 /Syd QC/QA-HMA, 2, 64, Base 25.0 mm Combined Concrete Curb & Gutter (Type II) 0 -- -- 16 Combined Concrete Curb & Gutter (Type III) 17 Modified Roll Curb 18 Irrigation Conduit c� 19 Irrigation Handhole 3 22 Center Curb, D, Concrete n z 26 Sodding a OX Curb Ramp, Concrete Type, X X Temporary Curb or Ditch Inlet Protection IL2 N �� ° °° o e� iii RECOMMENDED HORIZONTAL SCALE BRIDGE FILE ITY OF APPROVAL FOR _ N.A. i z z B o�} CARMEL VERTICAL SCALE DESIGNATION N0. DESIGN ENGINEER DATE CA- 0 10403306 IL STATE or DESIGNED: N.A. AJB DRAWN: EAM °��o ASP - -- — ---- INDEX SHEET SURVEY BOOK SHEETS sS�0NAL ���0���\\ CHECKED: JWA CHECK 2 of 52 /i#;/1lIIIIIl1lll0 _ _ ED: AJB CONTRACT PROJECT N0. ___ 04-05 Const. Q-, Line "A" 1 ' 1 ' 4' 4' Existing Existing 4' (>> R 4% Typ. A,:� r — — --— —— 4- ' 1 Typ. (1) Varies, 0' to 5.5' 15 or 16 CUT 26 J W 1 J 26 K FILL I 6" SECTION �---� TYPICAL CROSS SEC RESURFACE SECTION I 00 ��Geotextiles STA. 32+70.00 "A" TO STA. 33+50.00 "A" � I Aggregate for – _ J Underdrain Const. Line 6" Underdrain Const. (1, Line �, 6 1 . 1 ' 4„ 4' 41 4' 12' 12' 41 4' 4' 12' 12' 2' (2) (2) (2) (2) 2' • P.G. 4% 8% 2% P.G. 2%,8%, (2) Varies, See Plans for width 3'1 4% 2% 2% _____i,_ (2) Varies, See Plans for width ,3'1 2% 2% 4: Typ• �,� � � Typ 4: �������,�� '�'��� �. �.. Typ. SUBSURFACE DRAIN DETAIL 26 CUT K1 I K1 26 N.T.S. CUT J K1 J 26 FILL FILL Const. �- - TYPICAL CROSS SECTION TYPICAL CROSS SECTION 16' FLUSH SECTION FLUSH SECTION 1 �� » rr a VARIES VARIES STA. 33+50.00 rr A TO STA. 34+60.00 A rr STA. 61 + 10-00 rr A" TO STA. 62+ 15.00 A 12' To 1 .5' 2.5' To 13' Const. (1, Line "A" J1 8' 6' 2' 12' 9.5' 12' 2' 6' 8' P.G. 16 Varies P.G. 2% K (3) (3) (3) ?% – Y(3)5'H2.7 ' (3) Varies, See Plans for width 15 P.G. P.G. 15 2% 4:1 TYP• 2� 2% 2% -�- 1 4:1 Typ. F LEFT TURN SECTION 26 26 K 16 26 F 26 J1 16 K FILL CUT STA. 51 +62.00 "A" TO STA. 53+62.00 "A" TYPICAL CROSS SECTION LEGEND N.T.S. APPROACH SECTION F RECREATIONAL PATH: 165#/Syd HMA Surface, Type A on STA. 37+08.65 "A" TO STA. 38+23.23 "A" 275#/Syd HMA Intermediate, Type A on STA. 60+63.00 "A" TO STA. 61 + 10-00 "Arr 5' Compacted Aggregate, No. 53, Base 6" 18" 330#/Syd QC/QA–HMA, 2, 64, Intermediate 19.0 mm, on 6" Compacted Aggregate, No. 53, Base d- J1 PCCP, 4 (Colored and Grid Pattern) on 9" Com p acted Aggregate, No. 5 ase Const. Q, Line A N .r) CD J2 PCCP, 7" on co 81* 6' 2' 16' 2' 12' 2' 16' 2' 1 6' 81* 12" Compacted Aggregate, No. 53, Base 24" (4) (5) 6' (5) (5) 6' (5) (5) (4) Varies, 6' to 0' P.G. P.G. 15 2% (5) Varies, See Plans for Width 0 165#/Syd QC/QA–HMA, 2, 64, Surface 9.5 mm, on Curb face may be battered to facilitate slip forming. �' �`�! ' '��� 4' 1 P. 2% 15 2 0 ?% - 2% 2% 4:1 Typ �• 275#/Syd QC/QA–HMA, 2, 64, Intermediate 19.0 mm, on * Begin Walk, Sta. 35+18.00, Line A 330#/Syd QC/QA–HMA, 2, 64, Base 25.0, mm on 26 K 26 F 26 COMBINED CONC R ET E CURB & GUTTER (TYPE II) 26 6 K 300 /Syd QC/QA–HMA, 5, 76, Intermediate, C19.0 mm, on N.T.S. cuT 16 FILL 330 /Syd QC/QA–HMA, 2, 64, Base 25.0 mm TYPICAL CROSS SECTION K1 165#/Syd QC/QA–HMA, 2, 64, Surface 9.5 mm, on BOULEVARD SECTION 275#/Syd QC/QA–HMA, 2, 64, Intermediate 19.0 mm, on E 990#/Syd QC/QA–HMA, 2, 64, Base 25.0 mm on 6 N STA. 34+60.00 "A" TO STA. 35+55.65 "A ® RESURFACE: 6" 18" STA. 38+23.23 "A" TO STA. 60+63.00 "A" 165#/Syd QC/QA–HMA, 2, 64, Surface 9.5 mm, on 0 1 -1/2 in. Surface Milling, Asphalt N Center of Circle Const. Z, Line "C" OW Widening with HMA – o s 2% 165#/Syd QC/QA–HMA, 2, 64, Surface 9.5 mm, on - -� 275 /Syd QC/QA–HMA, 2, 64, Intermediate 19.0 mm, on °° 57' 1 990 /Syd QC/QA–HMA, 2, 64, Base 25.0 mm 4' 18' 2' 6' 8 15 Combined Concrete Curb & Gutter (Type II) 4% Typ. P.G.-0.03' E 24' I --- 2% 15 3: Ty 16 Combined Concrete Curb & Gutter (Type III) – p Modified Roll Curb Curb face may be battered to facilitate slip forming. J2 17 26 .0 K F 26 , FILL 26 Sodding COMBINED CONCRETE CURB & GUTTER (TYPE III) TYPICAL CROSS SECTION N All Disturbed Areas to be Sodded ( 26 ) as Soon as Possible N.T.S. CIRCULATORY ROADWAY Sodding to be placed on 12" Topsoil in median and roundabout, U STA. 10+00.00 " C" TO STA. 13+48.72 " C" 3" in all other areas 0 cn HORIZONTAL SCALE BRIDGE FILE oi� w•......eqo RECOMMENDED C OF • ��s rR o �� FOR APPROVAL I2-Z8 Owl VERTICAL SCALE DESIGNATION NO. P: F CARMEL I 0 . = DESIGN ENGINEER DATE — s 0: 10403306 := SURVEY BOOK SHEETS r — srArE of ::��\ DESIGNED: AJB DRAWN: EAM TYPICAL CROSS SECTION of 52 o /////SS/�NDIAN? CONTRACT 3 PROJECT NO. N ioi���j��������NlAlltl\`������������ CHECKED: JWA CHECKED: A,J6 DITCH ROAD 04-0 El s V Const. Z, Line "S-1 –A" 24' 12' 2' 8' 4' 2% 2% (6) – — _.--- —` 4:1 TYp. (6) Varies, 0' to 4' Existing K1 Approach I FILL TYPICAL CROSS SECTION SHOULDER SECTION 15 or 16 STA. 220+85.00 " S- 14" TO STA. 221 +90.00 " S- 1 -9" K i 6" I I Const. Line "S-14" I i �n�lre egate for J rdra in 8' 6' 2' 24' 12' 2' 1 ' „ 6 Underdrain P.G. (7) Varies, 12' to 13.5' 6 �� � . 4:1 TYP 2% 15 2% 2% 4:1 T 4., 4„ -7 , ---_ -- —-�.- yp. 26 26 K 15 F 26 FILL CUT SUBSURFACE DRAIN DETAIL TYPICAL CROSS SECTION N.T.S. FLUSH SECTION STA. 221 +90.00 " S- 14" TO STA. 223+45.00 " S- 1 -9" Const. (L, Line "S-14" l 8' 6' 2' 16' 9.5' 12' 2' 6' 8' (8) (8) (8) 6" 18" 8 8 (8) Varies, See Plans for width 15 P.G. j�� ( -t P.G. 15 2% ,. T 2% 2% I I 2% 4:1 T ** Begin Walk, Sta. 224+00 S-1 –A 4' 1 Yp --� – - Yp --� 26 F 26 K 16 26 16 K 26 F 26 CUT FILL TYPICAL CROSS SECTION 24" APPROACH SECTION STA. 223+45.00 " S- 1 —A" TO STA. 224+37.03 " S- 1 —A" Curb face may be battered to facilitate slip forming. STA. 225+90.03 " S- 1 —A" TO STA. 226+85.00 " S- 1 —A" LEGEND COMBINED CONCRETE CURB & GUTTER (TYPE II) OF RECREATIONAL PATH: N.T.S. 165#/Syd HMA Surface, Type A on 275#/Syd HMA Intermediate, Type A on 5" Compacted Aggregate, No. 53, Base OK 165#/Syd QC/QA–HMA, 2, 64, Surface 9.5 mm, on „ 275#/Syd QC/QA–HMA, 2, 64, Intermediate 19.0 mm, on 0 6 18 0 Const. Q-, Line "S-14" 330#/Syd QC/QA–HMA, 2, 64, Base 25.0, mm on 4' Varies 13.5' Varies, 24' 4' 300 /Syd QC/QA–HMA, 5, 76, Intermediate, C19.0 mm, on N 330 /Syd QC/QA–HMA, 2, 64, Base 25.0 mm '�' 2% 2, to 13.2 P.Go 7.1 2, 2% 2% K1 165#/Syd QC/QA–HMA, 2, 64, Surface 9.5 mm, on 00 \\ 4. 1 TYp" 4:1 TYp, 275#/Syd QC/QA–HMA, 2, 64, Intermediate 19.0 mm, on 00 _-� r -� 990#/Syd QC/QA–HMA, 2, 64, Base 25.0 mm on 26 K1 26 i r CUT I FILL E 24" 15 Combined Concrete Curb & Gutter (Type II) 16 Combined Concrete Curb & Gutter (Type III) Curb face may be battered to facilitate slip forming. TYPICAL CROSS SECTION 26 Sodding SHOULDER SECTION Cn COMBINED CONCRETE CURB & GUTTER (TYPE III) 0 N.T.S. STA. 226+85.00 " S- 14" TO STA. 228+35.00 " S- 14" All Disturbed Areas to be Sodded ( 26 ) as Soon as Possible Sodding to be placed on 12" Topsoil in median and roundabout, M 3" in all other areas O N C \\\\\ HORIZONTAL SCALE BRIDGE FILE \�o�� ���...... .eq(��o�o�� RECOMMENDED CITY OF 1 8" = 1' ° �,sTE F �/_ FOR APPROVAL ---. Q.`�� RF 12 28-Oy C� i j, VERTICAL SCALE DESIGNATION NO. N0 . � D IGN ENGINEER DATE o 10403306 cr QSTATE OF DESIGNED: AJB DRAWN: EAM TYPICAL CROSS SECTION SURVEY BOOK SHEETS � SAD.. ....�\`\\� 52 ���//////������/�INIAIII A����\\\\\\\\\\ CHECKED: JWA CHECKED: AJB 136th STREET CONTRACT PROJECT NO. E 04–OS p 1 500' � ® 5 500' Ld 5 p 500' DRMA-6 DRMA 3 ct 500' DRMA-6 DRMA-3 Y �RMA-7 500' DRMA-8 j too, W 146TH ST DRMA-11 500' 4 0 � W 146TH S T �—oRMA-2 DRMA-8- o"" DRMA-10� ��R11-4 .,� k k k DRMA-4� DRMA-8 DRMA-9 ® 1 DRMA-13 DRM DRMA-3 - DR MA-12 R11- 500 DRMA 13 MA 2 3 ® 3 500' ® 2 DRMA-8 00' DRMA-13 Y W 141 T T B c� C DRMA-8--o' 1 �j Y Q 00' 0 DRMA-13 3 J Olt A � 2 J �O /DRMA-8 W 0�9� 0 (A-) Z - � � DRMA- 500' 1 0' 4 � RMA-5 � 3 2 B 5�. �, 1 � W 136TH ST I W 136TH ST ® I N DRMA-B- 4 1000' 500' B p I-- �•-�� 'r- ��; 2 3 R11-3 DRMA-1 - C 500 500 500 500' (All p DRMA-8 500' B C 5 Of rn w z CD p p 2 I- 500 3 0 \P� W ct z S� r 1 X 3 \P C N �� j I- DR -7 500' 1 X OL oRMA-7 _ W 131 ST ST °R k 8 �� W 131ST ST MAIN ST ° —8 DRM 8 C <v W 131 ST ST — W 131ST ST MAIN ST o �RIM-8 �RMA-10 DRMA-9 DRMA-10 RMA-8 LEGEND Area Under Construction PHASE I Barricade Type III-B P HAS E _U PHASE I _rT- Construction Sign and Supports A� Type III-B Barricade with R 11-2 PHASE II 1 . Close Ditch Road from 39+00 to end of project. Close © Type III-B Barricade with R11-4 1 . Close Ditch Road from beginning of project to 39+00. access from Ditch Road to Princeton Gate. Construct box culvert at 42+05. Construct all necessary road work within © Type IlI-B Barricade with R11-3 Close 136th St. from beginning of construction to end of construction. Construct roundabout, approaches and all work these limits. Maintain access to all private drives. This within these limits. phase shall be completed by the intermediate completion date O Low Intensity Construction Warning Light, Type A 2. Open roundabout to traffic. Complete surface pavement as shown In the contract documents. Surface pavement and and pavement markings. Complete incidental work on pavement markings to be completed in Phase IL Construction Warning Light, Type B reconstructed Ditch Road and 136th Street. 2. Open road to traffic. DETOUR DETOUR DETOUR DETOUR ROAD ROAD ROAD ROAD DETOUR END QUANTITIES CLOSED CLOSED CLOSED CONSTRUCTION T T AHEAD 1136TH ST 136TH ST F13 TH ST 136TH ST DETOUR AHEAD 500 F 1000 F AHEAD SIZE ITEM # DESC. f{ PH 1 PH 2 TOTAL � � ♦ 136TH ST R11-2 ROAD CLOSED 4 x 2.5 2 1 2 DRMA-5 E XW20-3 XW20-3 XW20-3 XW20-1 XW20-2 DRMA-1 DRMA-2 DRMA-3 DRMA-4 ROAD CLOSED X MILES AHEAD R11-3 5x2.5 4 1 4 (D 0 O ® O LOCAL TRAFFIC ONLY DETOUR DETOUR DETOUR DETOUR 0 END N R11-4 ROAD CLOSED TO THRU TRAFFIC 5 x 2.5 2 3 3 ROAD [DITCH RD DITCH RD DITCH RD (DITCH RD DETOUR N XM4-10(L) DETOUR (ARROW) 4 x 1.5 2 1 2 CLOSED 0 �► ° � � ° DETOUR ROUTE MARKER ASSEMBLIES VARY 26 17 26 DITCH RD R11-2 0 DRMA-6 DRMA-7 DRMA-8 DRMA-9 DRMA-10 a XW20-1 ROAD CONSTRUCTION AHEAD 4 x 4 0 2 2 � 3 XW20-2 DETOUR AHEAD 4 x 4 2 1 2 ROAD CLOSED ROAD CLOSED DETOURI DETOUR DETOUR XW20-3 ROAD CLOSED AHEAD 4 x 4 4 7 7 X.X MILES AHEAD X.X MILES AHEAD LOCAL TRAFFIC ONLY LOCAL TRAFFIC ONLY R11-3 DITCH RD DITCH RD DITCH RD TYPE III-B BARRICADE (LFT) - 204 108 204 U - LOW INTENSITY CONSTRUCTION - 16 11 16 R11-3 or DETOUR XM4-10 L 136TH ST 136TH ST 136TH ST ° WARNING LIGHT, TYPE A ° ROAD CLOSED o CONSTRUCTION WARNING LIGHT, 10 6 10 TO c DRMA-12 TYPE B THRU TRAFFIC DRMA-11 D �, RMA-13 0 R11-4 C _O d � \\"O\' ///j� ..J.•BgC��o�i RECOMMENDED HORIZONTAL SCALE u \ ���STERFo���i CITY OF BRIDGE FILE N.T.S. • FOR APPROVAL I Z 2 _py CL"!.i`rT, VERTICAL SCALE DESIGNATION N0. N 0 • D IGN ENGINEER DATE ° -q 1040J306 cr N.A. STATE of DESIGNED: AJB DRAWN: EAM MAINTENA SURVEY BOOK SHEETS C %S'.!NDI.ANP.:A\�? MAINTENANCE OF TRAFFIC 52 0 /i00s%/ONIIAIII 11\\\\ 0\0\\\ 5 of CHECKED: JMJ CHECKED: AJB CONTRACT PROJECT NO. 04-05 t7 0 O O L O N N N N L N O O tU (1) p p O O N 0) o- 0 0 N L C 0 p N �[ _ (A N 0 � C U) N N N N (n to (D N N ° 0 N Z m ?i t` t`H FL F� t` H FL O m N m L.(n C C U m N C ++ p 1- I- 7 3 7 H H Z m \ F- C) m d L O +� L L O - O O O N L L L L L L s s s s m O Q) T T� �:M ~ �--� j � N a V d �--� v m e m s s m m m m Y N 00 00 3 N s00 i70 M ZV M �`� M N s C N C IN p 3 fM = v O * 0 o M °� ° M -v C 0 =O co co stp 0-10 O `t 0 3 t) O - U U p to C CVO a) L v O E M M M M E L O L O) U7 a O c0 .� � 00 L p _O L M ° v M d a CD N tT p M p N N �_ 0 N I rrj �- On N r- U7 t0 tai C O rr) O N M N w N U) O O (N U O C o t0 Cn - O O O U N N WS �p �y� � Ui M N M 4 U)M U °� 00 N Ul N N ^ O � t0 t0 0) N O 0 U7 M r- O M � U N 00 00 rVl� LE( ND � IN. Z M y CV F- - r-.-- (n M r N U7 O (n _ O) H N COO 4 O? s O _ O r- M O c0 %0 � ~ I� N N - t7i 00 n Oo �' cr to N `- c0 CV N 0000 ^ O N �, ^ N d� T N �} M M 6 o U. 00 N N +►� N U;- �- N �- 00 ALL R/W THIS SHEET TO BE AS SHOWN �* 00 + M + + pop 0000 N M M + O- + + + 4 O) O) O } o; M M to + + M + •- n 00 N rn O M O M 4 + + O M t0 - � O M t0 O M 00 N + + �; �, + + + + � C ,� + + + N+ o + + + o + + Ui � + ALL R/W ON THIS SHEET DESCRIBED + M �; + + N + + 0o + +00 + + + + �; FROM LINE AA EXCEPT AS SHOWN. N t0 co tT C C M n CV +n + BEGIN PROJECT 04-05 + + + iD a + + ; a N A A f + STATION : 32+70.00 AAA 223+98.0"s-1-A" STR N0. 89 w o q ` ', 11°rte° ;; LINE A TO BE CONSTRUCTED. N.: 32222. f \ 1i + 223+90.0 S-1-A STR NO 88 Sec. 21 T.18N R.3E See Sheet No. 10 » » BLOCK A 6453 � I , I SADDLE CREEK HOMEOWNERS, INC. ' � / I � , 0 S-1-A See Sheet No. 10 » » Clay Township E.: 24731.4136 Sec. 28, T.18N, R.3E - / f » a Clay Township » i I I r . - 223+90.0"S-1-A" STR N0. 87 Hamilton County P.O.T. 35+76.65 "A:'-- / See Sheet No. 10 Hamilton County P.O.C. 12+60.81 "c" I _ 111 .5 STR N0. 14 +13.0 STR N0. 15 +85.0 STR N0. 19 N 32529.2885 / C 1r ft ec nstruct 0.5 ft of Existing Sanitary Inlet Type J-10 & Inlet Type J-10 & +55.0 STR N0. 9 E 24732.7247 +00. 9 ry 63 Lft. of 12 Pipe Req'd yp » , 27 Lft. of 15" Pipe & WILLIAM K. MILLHOLLAND IV +25 S- - / � ;,� Manh le & Adjust Casting to Grade 48.0 Lft. of 12 Pipe Req'd 2 Pipe End Sections 65.0' v / ' ` 16w 5• +73.0 V A0. 13 „- with Temporary Curb Inlet Protection Req'd +48.0 STR N0. 10 / -- anhole T e C-4 & P.O.T. 36+87.65 A Catch Basin Type K-10 & C / S ii " ' ,yp / F y { C I t_a� 9P5 Lft. of 1,ry ipe Req P.O.C. 10+86.37 C 38 Lft. of 12 Pipe Req'd o / g P.O.T. 39+00.00 v/ 16 � IL � � � 15{ `� ����"-> ��. � N 32640.2871 with Temporary Curb Inlet Protection I E 24733.2828 Monument Type »C» Req'd. +48.0 STR N0. 11 d I ; 5 S � N 32852.6375 '' I 66 E 24734.5100 S al. +{� +55.0 Lt, Private Drive Req'd. Manhole Type C-4 & v 5 r .I Re ove I - µ, o I , D r `121 Lft. of 15' Pie Req'd co _ XY -_ - 40 W=12.0 , L=28 . P q I+,s __..__ ._. o fi 1 .A_S17o o +00 `� 'n t -I,/ - - _ _ - SB I ,5 c -. , 40' l I . w r Const. Limits � �� 6 I ; d _._ � _._ _ -� ��.__ ._ __ �xis���W-_�._._�� I _ nst ��.�t_-_ 1 .-� __ _ w_ .r-40 R/W - - O - w 0 _ W IL s 2 x, 9 _ 6 .._ ,•� ,, .��� . . ___ -•. _... __.. . , � _ _ __._-_-fie �e } 4 n S . ter.. ,,., _ a.. '.,.. ......... _ ti u , 19 __-___..- , _. . _._ ___ _ Q Ree�.�,..., __ __ _. - '24:7 ". �- 12' J 1 N 0'19'52.09" E Section Line 11.5' N 0'14'41.91» E e �, ` a 16 ne ,Section L e » j f Monument Type B» Req'd. R K1 26 „ , „i 13 _._._ __._.__ .-_ -_-..-..___- __.. ___ _ __.,__r__._ _ __. . . m _ .__ m ,. -. _ M._ _.. ._ _ __. - . ._._._ _ ___.._._._ . __.._.___ _..... .. .-...�...____.__ _.._ -._ __ �._� __.__ _ ,_._ _ _w - ___ .s F Con A Limits - --. __ , `. . 26 S ., . _Z4 is 4, _ _ 4 VEOLIA EASEMENT __ __...... Ff _.. . J S �� 18 r _ �. _ ,�54 _ .... 8; , r i - ,w w..._.. ._.._,. __w.... _. __.m _. .._._ _. _ _..... I s c v INST. 9449118 Y; ._ _ ._ ..___ r , + 22 V_ to J � � F- _ _ . _..,_,__r ((°; 1 _, _- _ ? _ •` t +00 - - -- 1 _ r { _-°_.. _ }/�ry� Exist R/W 40• R i kC x^ A I z _ yam. +48.0 STR NO 12 4o s w �(J �r ..._w. oo _. .. + + + +� F Const. Limits 15 +� .= Catch Basin Trpe K-10 �& + ``15 �\ 2 +24.0 A R 23 Lft. of 12 Pipe Req'd I + + pp 40 +41.0 Rt Private Drive Req'd. 40' with Temporary Curb Inlet Protection R�ly� S F Q1 6 / Ili Catch Basin Type K-10 & W=19.0 , L=28.5' P.I. 36+32.15 "A"= » 1,5 I ' ` t +90" 1-A» 10 Lft. of 12' Pipe Req'd CHESWICK P CE HOMEOWNERS +85.0 STR N0. 20 Sec. 27, T.18N, R.3E ASSOCI nON, Clay Township P.I. 225+13.53 S-1 -A N I 6' +21.0 STR N0. 17 Catch Basin Type K-10 & Y P N 32584.7880 L dr Manhole Type J-4 & 5 Lft. of 12" Pipe Req'd Hamilton County E 24732.9620 +00»S-1-A» a�` i I I� P q 60' + 5.0 259.5 Lft. of 21 Pipe Req with Temporary Curb Inlet Protection �- -I•- ! +16.5 STR NO 16 Reset Section Corner ll li +85.0 STR N0. 21 a Monument Req'd. RAW 1 / I 2 +3 .0"S-1-A" STR NQ. 90 Existing Sanitary M Whole Manhole Type C-4 & a m m L JOHN S. AND JILL A. PITTMAN 226+30.0"S-1-A» STR N0. 91 �_ ee S °eet No. 10 Adjust Casting to rade 171 Lft. of 21 Pipe Req'd F' o x o �, �, See Sheet No. 10 �, �, ' / L LOT 153 L DAVID AND DIANA M. STEWARTx L i o_ o. �. V7 ` L > p N T 0 M L L CU N 0 0 N N N 0) N N N 0 " C > N O�} ; N O 1 p p O C°� d N ° E v L L L L m p L ' ' L L L L p L ° �'y U \ tll L� U= N � N N N L 0 N L N N = L N N 0 O N N O N N N O v O `. . >` N Hf I O H- \ F- F- N \ N N N N N N N N L U U L L L L L L L L L F- F- L L L L L = O N N N N N tt) C F- L L L L L i{�ts. L L 30 ++ N 3 T T F- H F- {- H I- H L L F' L C C G L ++ N C O CC7 p L 3 L L L L L �} s s p CJ N U F- F- s s s s O O N C N O U t-- F- s �- F- 1- 1- H F- .� 1- IN N v '�p s t7 ,L N p O O s r- CP N �p 01 7 0 .Q' C) v t7 N L a C 0 '� C0 C C s N s s N N N O N m U' o a .- r7 t,- W d C 7 c7 C `0o $0 LO LO 10 20 �O . (n P- �s u) r C D Q_ M = N 3 3 m 1z t0 st0 d 10 d N 10 10 20 10 10 01 O r- to M - 0_ •- M O c0 r` N c0 O N 7 '14: O N N O N ^ Lq Oo N M 0) tT M M N 00 ~ LO `t ri U•) I� N N rr) O M 0) 00 W) �O t7� M O) t0 r? O O c0 do �' -O 00 to � 6 n � � O LO � U7 O O to � O)U7 Oo t0 C)J M M rn c ,,o .t -t° N N NNN M N N O O 1� t0 N -M M N O t0 U) O Cn tf) ^ O O O �'� r' M M M I_ Ul O 0)O O O O O O O» O N ON N N 00 -Ui oN SeC' 22, T.1 HN, R.3E CV w .- N N N -M - - '� M M M O O M N CO t0 (0 1, LO - 00 00 - .- U7 U)M LO U) to LO 1 N o � o 06--7 00 LS Cr�M N _ Clay Township O � � N M N n M M N M M I�N� 0p � ��' N N O N U) M U7 O U7 � � O) � � d- r. ^ .-00 � N O O t0 O to O� 00 I� M I� � N 00 M 00 � M 1n O CO tp tp I� t0 M N 4 L6 U)N to N O) Cn 00 00 Hamilton County r7 d ^ M 00 00 O "r O CO U7 O O t` N O tC) N N t� M M d to M t0 0i O O N N O M 6 ao rn n t\ N M M U7 to co co M O 0o t0 rri I� + + + '♦L + + + + + + + + + + + M U7 c0 I� �- N � co O O O O O O r N N N M to to (0 t0 (0 00 00 00 p) 0) O O O O N t0 t- rn N c0 I� 00 0) 0) �- N N M + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i m - - BM #1 Ham. Co. Geodetic Control. 1 -1/2" Brass Disc Set SE . » ff , x - - b -_ l Cor of Bridge Abutment. Sta. 31+18.15 "A7, 17.26 Rt. Elev. 892.22. i I 0 4 Do No Disturb etation aside o sfruc>ion emits, Ri fit­- C) o i l 9 i IN R UNDABOU I I I h ,r, BM #2 - Chiseled X" on the top of the South, Southwest Bonnett 1 0 d I 1 I ' -.-.-- - w•-- - �- w - - -`- -- -- - Bolt of Fire Hydrant. Sta. 36+68.52 66.13, Rt. Elev. 895.70. .50 Str. No. 16 ; C I o Grade t Dram Lt. & Rt. o ' l 4 6 _ttfirderd aTrr O o Grades Required - 900 l & _d 1 � � t � L ,� _ � , rn N ) � •� o -1 BEGIN PR ECT 0 -45 _l n I € , o I _ f _ _ 65 _ -i- 1 + { i , I N l d o +08 s � _1 3 R UAL � � �.�r.A.___ � �--.- . ---$.�.4 _ t 1 _ __ _ _ _ ..._..".. _ _ _ p I LO f€ -. .. 3 ° 895 892y94 +11.16% 895 ° I y 8/ l 89 47 L _ _ } } avevramzwuunsewuvawrm awn wxwu.w wra ..t a.u+wan --e ea xmmx � mwms¢+romc�w f uwuvmox _ _ _ $ l_ I { Pop Profile 7 1 8.97 {15 8.8.890 A _ �Y _ 890 Ci 'cawwrswsu .swwwwnwmswens -1 .56% { d _ 121 -ft . of 15 Pipe .34% Req i d. 1 Prop profi le , A +-0.20% 259.5 Lf t. of 21 P 4.2 Req d. _ i G_r_a_de S ec_1 1_ 4 _ _ _ I �l _..__.__ .u._....... _ _ ��d • _ , _ Y i_ 21_ 8_ 7.7_8 _ jd- » la, . _8_ 8_ _5 N 885 1 $ ,' 8$8.17 I I I I ► EARTHWORK QUANTTES +41 .0 +68• 0.2fi� �d.+ 0.0 883.72_ COMMON EXCAVATION 9580 C Y d. .,__. A I o _M _ -o FILL + 25% 2698 d. I I I 1 _ _ I 4 _ 880 Cr 880 1 I _ 1 1 _ Cy d. _ _ { l t I 3 I .,,»., ....n..a,: ..n. ,......»........,�.,. ate,....,-..,wa:. ..,,.,.H.. . ..,,,. .._....n,°.°. LO WASTE 6882 Cyd. ! _ I _ 1 v d z d __,._ .._.. ._._._____._ ..__.w .__._. _. ... w___..__..______..._.. _..._..._, .._..____...._.¢w_.._r..._.__,_ __....._ _____ ,__.__,__ _.__.__... __ ._ ..___..__....... ,__ _.__..., __ _____ _ ..___-____ _.t ____. -._._ _ .._.____ __._. _____.___.___ _..._-__ __...__ 8 $757 ► + , t z � k I Exist. unitary S wer-� l l , _i - i i 12 87 .76 875 I I l I i - ---�-� ------ d -- I 875 _ _ _ _ I , � I 12 , 8 '4.77 � -- ------4 ------ ----_ � ----- � ------�- ---- � ----- ------- ------ , w � .,. . .. , ,,. ,..,..�.m ., .,.n.�.,...... .,w... .. ..�_M ., ..,,.,,,,.. -.,.. ...n... . �,w ,.. ,,..w . ...,.,....�, ,......,..,n. . .,... . ......,,. ..,.t._..,» W .H., .....a ... _ » --- -- ,., -w..��'-.- n.=,.wm,�...:-. .:w .. . ..... a .. .n.. �..,.. . a,. ..�.... ... .., -„ n�•. . ,. o V14.87 , Z ----- I I I I I 1 i i I ff i --�-----� 1 i 1 12 873.46 I 1 1 t t CO: f •, •tl 1 �'. �.l �. �. 0 •4 •Q t-7. �. . i E g N I v, I I c01 M ri N N to �, s N! cL) N OO t 00� N cam. �I N �'k Imo. N p N 03 O O' O O� Or O �- �-{ �� mf � (3)i ill Q7 �t Q)€ �4 0)1 o tT �i 051 � O) 07i O1 0 M 0 d O O C I 0) 0) 0): (M 0)1 M � to7 d ! 1_ Y 00 00 00 00 00i 00 00 00d 00 00 00 00 00' o0I 00 00! 001 00 00 001 00r 001 00 00 00". 00` 00 001 00: 00 00 QO& OO! 00 00 O 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 a N, 32584.7880 E. 24732.9620 HARRISON FOUND HORIZONTAL SCALE BRIDGE FILE N \\���� IIIJ������ CITY OF 1»-30' M Z \ G`ST fR••(/�///,j RECOMMENDED - C) Z ��� Fa ;P FOR APPROVAL I z 28 o'f C� 1 L VERTICAL SCALE DESIGNATION N0. N 0. `; = DESI ENGINEER DATE ° SECTION LINE N 136th STREET 0: 10403306 =�_ v SHEETS STATE OF¢ ;Gv ° �•` �\ DESIGNED: AJB DRAWN: EAM DITCH ROAD SURVEY BOOK 6 of 52 I ° � j/�si••• Pl. STA. 36f32. >5 LINE A ���////�//5���NIA'i`�\�� \����\ CHECKED: JMJ CHECKED: AJB BEGIN TO STA. 4000 �A» CONTRACT PROJECT N0. 0 SE COR., SE It SEC. 21, TAN., R.3E 04-05 C3 O = v �C N N N N N O O N O N N 2 N N N �h;..N N N N N N N N N �' O N O 2 N N N O O O N N N N 2 O O Q) N N N N d X N N N N 2 N N O N X SADDLE CREEK HOMEOWNERS, INC ` ` °D ` ` ` ` ° ` f� ` ° +08.0 STR N0. 27 3 M , \ m m oo in � €� €� M o `M zM ' _►� `v ' s' I In ►� a� 'M a� V) Inlet Type J-10 & _�- � N ° fl W �� _ o Id: rn o a co LO � cn o O rn a1 , ca rn N r7 PO R� ►- rn cp 40.0 Lft. of 12" Pi a Re 'd BLOCK „Aff ���o °' ^ a; 00 '` ri M ` so a M ►� �' EX`st �; a Lr) with Temporary Curb Inlet Protection 33 Tons of Class I Ri ra & - - P P, ++ N fn M r- -- O O O O rn O O O N c0 N ^„t q i to O N T n N \S� O~ 06 r7 +75.0 STR N0 22 N 51 S s. of Geotextiles Re d. N 0o M o �? N o N N N o N Ki o � o EX LOCK "J" �N P6 'n uJ +05.0 STR N0. 26 O M c0 r7 ^ M f` c0 I rn p N M c° t- - �.; O� M N M 0o O • (Gradye Channel As Needed + + + + + + + + + + + + + + + + + + + + � + + Exist. Sanitary Manhole + 102 Lft of 12' x 6' + o + + ^ M .: .. + + + + + + J + Adjust Casting to Grade f +81.0 STR N0. 36 `y :� Saddle Creek Drain Easement ° Reinforced Box Culvert Req'd + +57.0 STR N0. 35 C Sanitary ' a cn LO +60.0 STR N0. 23 Saddle Creek Drain +50.0 STR N0. 29 � Exist. Sanita Manhole + `��: ..� Approx. 15 From Pipe + a YP Easement Approx. Type Sec. 21 T.1 8N, R.3E a Inlet Type J-10 & Catch Basin T e K-10 & +50.0 N0." 7 Q W PP » Clay Township Exist. Sanitary Manhole � + 0 $TR N0 40 � 48.0 Lft. of 12" Pipe Req'd 48.0 Lft. of 12 Pipe Req'd Y P Q Inlet Type 0 & 5 From Pie P +25 Hamilton County o a P.O.T. 45+00.00 YP 18 PI Catch Basin & with Temporary Curb Inlet Protection with Temporary Curb Inlet Protection 48.0 Lft. of 12'�Pi a Re d ` " , SADDLE CREEK HOMEOWNERS, INC. w Saddle Creek "` 70' t T e C Req'd. q � Lft. of Pipe Req d w , - +75.0 w =: +25 Inlet T _ N0. 32 N 33452.6e 274- A With Temmorary itch Inlet ° ° Regulated Dram 40' O.F. Henle Drain Easement ype J 10 & E 24737.9777 _PP R Protect +25.0 STR NO. 41 70' y 48.0 Lft. of 12" Pie Req'd ` ,w � ry Not Field Verified �LL� Approx. 75' From To of Bank P q _ y Inlet Type J-10 & O.F. Henley Drain . R _ SADD CREEK HOMEOWNERS INC. ` 48.0 Lft. of 12 Pie Req'd Easement Approx. 75' o 0 0 _ P ° ... o BLOCK "J" o 0 die Creek From To of Bank ter. +80 o >'x ° ooa o P :> + + .R ulated Drain Const. Limits F _ ____._ M - _- w 1�0 M _ __._ __ _ _.._ F OI � u_ _.____ � aW ---_ ---------- --- --- --- --- ---- __ .- 16 6' K 1 g H ROAD Remove 6' 6' 16 DITCH ROAD 6 J O K O 6 16' Sect on ine I - _..____.__._._ ____ _ ___ _ �_,__...____, Nw 0'19'52.09 E Section Line ' _. I into ALL __.. _. _.._ ..._._._.__. _ ...._-_ _.__Y.___...._.. _. Z -- _ � _ .� �- �._�..._._. _. .a E Mme_. .. MA_ _ _ _____-.. __ ... ___.__._ __ .__ __ __ _._._._ --_.__._._______,_ y �° _ __._�P... �� ___. ._.__. t�y __.._. K __ _.. _ .. ,v...ti _ _ -. _._._.__ i Ix _.. _ �.._. __�. , m _ ,_.... f y W Q _-- - - - ------------ ------ -- --- -- -i--- - ------ -- � - ozc_-_ 40' R/W M } +�0_0- �: � RTIN F ._-. _ { `_�. -� --------------�� - Const. Limits s nst. Limits- - ----- I _ Catch Bas n Type K-10 & +75.0 STR NO 33 F M 4 F 15 01 oo' o0 4 Lft. of 2" Pipe Req'd Q SF �.n with Temp ra Curb Inlet Protection Catch Basin Type K-10 & g � + co � � P ry " +97.0 Rt, Private Drive Req'd. +90.0 STR N0. 44 + + + +55 4 Lft. of 12 Pipe Req'd W=12.0', L=17' +55 R 40' with Temporary Curb Inlet Protection - Catch Basin Type K-10 & +60.0 STR N0. 24 40' +50.0 N0. 31 +75.0 STR N0. 34 � +50.0 STR N0. 38 +25.0 TR N0. 42 4 Lft. of 12" Pipe Req'd Catch Basin Type K-10 & +90 Y Manhole T pe K-4 & Q Catch Ba in Type K-10 & +90.0 STR N0. 45 W +25 " P q, Manhole Type K-4 & Q Catch Basin Type K-10 & " YP 5 Lft. of 12' Pipe Req'd 70 W 70, 37 Lft. of 42 Pipe Re d 119 Lft. of 42" Pipe Req'd 4 Lft. of 12" Pipe Req'd 4 Lft. of 12 Pipe Req'd Manhole Type K-4 & with Temporary Curb Inlet Protection with Temporary Curb Inlet Protection +25.0 STR N0. 43 59 ft. of 42" Pipe Req'd CU +08.0 STR N0. 28 P ry DAVID E. AND IONA P. KING O.F. Henley rain Easement Manhol Type K-4 & Y Inlet Type J-10 & BOY R. AND LILY I. BROOKS +50.0 STR N0. 39 269 Lft. of 42 Pipe Req'd Approx. 75' From Top of Bank �? 40 Lft. of 12" Pipe Req'd Manhole Type K-4 & N = with Temporary Curb Inlet J J +82.0 Rt, Private Drive Req'd. " Protection W=20.0', , 169 Lft. of 42 Pipe Req'd +so.o STR N0. 25 r App R L=17 0 Manhole Type C-4 & O.F. Henley Drain Easement +24.0 Rt Private Drive Req'd. z 42 Lft. of 24" Pipe Req'd 285 Tons of Class I Riprap & Approx. 75' From Top of Bank Sec. 22, T.18N, R.3E W=18.0', L=18' ° w °o 335 Sys. of Geotextiles Req'd. o Clay Township X o °' a a m Hamilton County Y ° _ ° o o FOR LEGEND SEE SHEET NO. 2 �, o Z a a� a, a, a> a> a� a, a> m a� a� m m a, a� a> a, a, a� c, U a, a, L L 3 3 L L L L L L ♦- L L I- t- H L �..= L t f- L X X L L N O X X X i Q N O N N N N L N N L L L O L O L L O N N N X L C 3 H H t- f- F- F- e H f- C C s t H 3 a ~ 0 L ~ ~ i` O U 3 N ` O O O R �* °' °'PO C ° m N AN . a m a ALL R/W THIS SHEET TO BE AS SHOWN. 3 T a , m a N N N M N ALL R W ON THIS SHEET DESCRIBED ° a c9 � � DAVID AND DIANA M. STEWART �° ° ° M ° � T � C• °° °' n n Lq °° N L? 00 00 O O f� In I� 00 N c0 cc) ^ r - I� d M 1� O N CD O) 00 d' UC Wf 00 N r� o- 00 » 0) M U p) r j r sf N M N N M f� M to O N N c�1 N N N N Cq `° ° N ^ ° � - `� N °; FROM »LINE A EXCEPT AS SHOWN. Q ` M 0 06 00 u r- N N KS 00 o Ki C � P �; � r- N 0 f- 00 C 00 00 � � � M oq LINE A TO BE CONSTRUCTED. �; Nj M M M M a; �- N 4 4 to c0 I� � 00 O O N cD O to U') cD O d- � O CTS O - CO c0 c0 00 N to 00 00 O N � � � d M 1� N c0 cD c0 c0 I� n O + + + + + + + + + + + + + + + + + + + + + + + + W) O co O ^ M O O O O O to 0000 N N U ct0 00 M + + + + + + + + + + + + + + + + + + + + + s BM 3 Railroad Spike ike m Power Pole 12„ above Grade. Sta. 41+43.38 A 18.62 Rt. Elev. t. 889.07. ; i , { • BM 4 - Railroad Spike in Power Pole 187-810 27" Above ..,�,,-n � .-,. ..-.� M, i _ _Spe ia1 _Under rain. p Grade on West "'N', .. . w ... .._.- . -, mo..-M . m.. .,. ecial_ U derdraln � � Side. Sta. 46+06.38 17.22 Rt. Elev. 901.67. Q Grades a uired LO l.. ' { .. _ _ ' L "At +90. Str. No. k45 900 4 + + I , _ - _ : - __ o _ Exist Profile I , _ 6 P i N ' _ Z o I I -I = L I +25.0 Str. No, 43 _ 900 - i, + _- -- -- _, i { , d I Q. % p 1 _ 3 _ _I� _ q i .....°_ _ _.___..__... _... 4___ __z _ _ _ __ -�' I a i { _ _ 895 I z l z I _ _ _ C) _ _ _ 5 _ _ _ _ _ _ _ i } 895 V) { i _ _ 2.0 + LO 11 3 I _.__......_........_..__,._.....,._.__..3-._.._.,....._.,,_..._._.._...._.,. _._....Mm,_.,.. ....,.... -. - ... _., I. a I -. . _. __. ... -.... -_..._. _... .. -_. -.. _ _.... ..... .. _. a _ f _ --- ---------� _ ----_ lf i a I _ _ A 6 _5_9+890 N _ 0L.f 1 I1- _• _ of Req'd. d.Exist Profile P e -8 890 d.Re o 42 Lft. of 24 Pie 16 9 t. of 4 2Pt " � 0.24 e d. 9 0.70% ke d. 2,, 890P.Lft of 42 ie -�- 8._ 885 _ 1 _ _ _ N „ -4 a , _ _ _ r _ _ - , _ � - _ ► , __ � _ _ � _ x _ � � _ 1 _ _ ,_ _ _ ; 42 f 88.16 1 I � 885 _ . I 8 .05 247 218_8- 5.70 _ I , _ o - ® -di din m o rase 881 .(------ + hfo 3 @ 0.40�o R� d. eind Pat�, Lt. . -C! _ 880 N I 1 87 +0 - o L , 5. 9 5 8 Rt. 42 , 88 .90 E_x i Sanitary, S_ewe-r,-Lt l ------4-88 .66 L I r M ------- ------ -- ---_ R 4 ... ,.. . ........ . ------ - o ----__� o , 876.9 - I 875 875 ---------- -- ..................._,._._. ..,..,.,_.._._, ., ,__,_.,. ,.,,.....,. .,._..._......_. .._..__.JJ..............- __ „__. __..,_.....__ { 111 i 7 p 1 I A l 4 � i { k _._,_.._..._, ,.__,...._ _..__._,... ,.._..,_.._.....,......___. l g'g ...... ; O l 6 cp rn Mt ....___ _ N gg1+ �f co CD I _ __.. Q_1 ._.,� � M C Cd c0i � cox cpE cfl,d � 00 ai CN C D o o C ) � O� 00 QO am dS �I m C3I O O O O O"0.0 00 0' 00 Op 00 O pp pp 00 00 00 00 001 co 00 001 00i 00 00 00 07( 0) CS Ol 00 00 00 00 _....._.. ODs 00 I 0 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 o_ HORIZONTAL SCALE BRIDGE FILE ....... CITY OF ���� �w RECOMMENDED s 1"=30' Q 'Q�G�STE'S'co A% FOR APPROVAL C�kS- I2-ze -v / CARMEL VERTICAL SCALE DESIGNATION N0. N O. = 1"=5' DESIGN GINEER DATE 0:•10403306 'A L ° 0% STATE of ; �\ DESIGNED: AJB DRAWN: EAM DITCH ROAD SURVEY BOOK SHEETS » CONTRACT 7 PROJECT fl NO. 52 lllllllllll\\\\�������� CHECKED: JMJ CHECKED: AJB STA. 40+00 TO STA. 49+00 A 04-05 Q) ° vs vs v °) a ° ° °) a °) ry (D ai v o Q) a> (L) a v a> m a> ai ai Lr)v (> a) a> a> v 'v v, v - a> aH> -L� aH) L- O C F- I- F- � In I-) I-) In O O in L0 U 10 10 10 1 10 ~M c C r7 00 M Co 1� r- CO to to M � � O 00 M N LO LO Ul O Co M M Q) r- Co O O 6 to 00 Co O C'4 i °• o � cD c i ca Ki co r; � � � � � too- �°o � LO V) � � -* � � ul � � � � Sec. 21 , T.18N, R.3E �" rS r- o N N vi 0o C vi - � 00 0 00 00 0i 00 0 Pi tri•o vi ( r 06 rri co N oo v? o ai o ¢ Clay Tow n s h i p ,� o ,ri ca c i c� ai o cv vi Sri rri � ►� CO M � 6 M N 4 0o tO vi `4 `° 0O `D O .t `o `r 00 M � Hamilton Count +97.0 STR f� NO. 69 O 00 N M 4 M n 00 to O N M co a0 a0 rn O N M st co t� a0 O O O N M M io cp 1� ao rn O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + y + 18" Pipe Catch Basin & SADDLE CREEK JOHN C. CHRISTENSEN AND SCOTT A. AND STEPHANIE R. HILLER 1.0 Lft. of 12" Pipe Req'd LOT 115 JAMES M. JANUSZ SECTION FOUR with Temporary Ditch Inlet MARIA OLIVER a LOT 119 Protection DAVID AND DEE LOT 116 KENNETH H. AND LISA M. BETEET �' YEHSAKUL LOT 118 Q JAMES J AND JENNIFER Q a LOT 117 a L. STEPHANIDIS a MARK A. AND JOANNE S. KAYS �' MARK R. AND JENNIFER H. SISAK DUC QUY AND KATHY C. NGUYE a a P.O.T. 52+00.00 a Q a LOT 122 LOT 123 +25.0 STR NO 6 +83.0 STR NO 50 " LOT 120 • Monument Type B" eq d. a Inlet Type J-10 & Inlet Type M-10 & � N 34152.6158 Q Saddle Creek Drain Easement Q 60.0 Lft. of 12" Pipe Req'd 48.0 Lft. of 12" Pipe Req'd �' E 24742.0232 +90.0 STR N0. 63 Approx. 15 From Pipe with Temporary Curb ,7e t Protection with Temporary Curb Inlet Protection a +60.0 STR NO. 59 Inlet Type J-10 & +30.0 N0. 56 Inlet a J-10 & " Req'd +20.0 STR NO. 66 Saddle Creek +25.0 NO. 47 +00.0 STR N0. 53 yP " 48.0 Lft. of 12 Pipe -10 & Inlet Type J-10 & Inlet Type J-10 & 48.0 ft. of 12 Pipe Req'd with Temporary Curb Inlet Protect n Inlet Type J-10 & qtion Regulated Drain Inlet Type J 48.0 Lft. of 12" Pie Req'd with T m ora Curb Inlet Protection ' 48.0 Lft. f 12" Pipe Req'd 15.0 Lft. of 12" Pipe Req'd P q P ry 48.0 Lft. of 12 Pipe Req'd with Temp rary Curb Inlet Protection o with Temporary Curb Inlet Prot tion with Temporary Curb Inlet Protection with Temporary Curb Inlet Pr Count. Limits ° Saddle Creek Regulated Drain ° Exist R W + Exist /W x' R/W N 19 Exist R/W - ,_ - ,, M �,,,� 15 •_~.M , Exist R W ' `. Remove .., i 2 a --- Exist R/W t' v- , <` ._ Exist R/W - _ ° ..._Connt. Lim s 'exist .- - Q -- _ _ o ___ _ S_ 00 -_ _-- - _�_ - 6 _ 1 00 K -� Remove - . H ROAD .__---4---_-. 18 IT Q Section Line K 16 J1 N 0'19'52.09" E Section Line 16 _.._. __ __ z UJI - 6 16' F K __-15 77 EP S .. _ -MA- T - - --------- U _ --- ---- - ---- --- --- .= --- - - �_ - __ Q ~ xis _ - _ _ _ -- ------ - _ ist -_ - ---- --- -- --- - _�_ __ y ti 5 Q - - -------- ---- E Val---- - -- y� _ __. ... _ __ _.__._._. . �, _- -» .� _..._ -.__ _ S F- .__ _ • �f__Lirae___�-..__._.. �_. __.___�,___Ic � Lot Line �___._�_ .__n_ _._._�- -�_._ _ ._,. Lot Line 5. NO 4 + Lot Line + - Wall �_- L° _ e_ =-� +2 15 �5 ___._. ___. ._ _ _..__ �_ __ Wall __ __.__ _. ___ =- Wall _.._...._ . i -F Wall ou Catch asin Type K-10 & �`' " i;- �s W 15 + CHESWICK PLACE HOMEOWN S II € 4 Lft. of 12 Pipe Req'd , INC. +90.0 STR NO. 64 with mporary Curb Inlet Protection + NO 55 ASSOCIATION, EII +20.0 STR NO. 67 ��'` � �-`' +60.0 STR NO. 60 �� Catch Basin Type K-10 & - 49 pe J-10 & +30.0 STR N 57 " °# 4 Lft. of 12 Pipe Req'd Catch Basin Type K 10 & +25.0 STR NO Z of 12" Pipe Req'd Catch Basin T e -10 & Catch Basin Type K-10 & II 4 Lft. of 12" Pipe Req'd Wa114k - o "Type 4 Lft- of 12 Pipe Req'd +90.0 STR NO. 65 Manhole Type K-4 & i Temporary Curb Inlet Protection 4 Lft. of 12 Pipe Req d 129 Lft. of 42" Pipe Req'd +60.0 STR NO. 61 Manhole Type K-4 & X Cheswick Place Regulated Drain IE 124 Lft. of 42" Pi a Req'd +20.0 STR NO. 68 Z +83.0 STR NO. 5 Z ' Manhole Type K-4 & 19.0 Rt Private Drive Req'd. a +30.0 STR NO. 58 124 Lft. of 4�' Pipe Req'd +73.5 STR NO. 2 Manhole Type K-4 & o = =30' Manhole Type"K-4 & Plug Existing Pipe & a P q W 16.5 13 g g 224 Lft. of 42" Pie Req'd z +83.0 STR NO. 51 52 Lft. of 42 Pipe Req 43.2 Rt, treet Approach Req d. Manhole Type K-4 I a O Catch Basin Type K-10 & 26.0 , L- 6 LOT 148 141 Lft. of 42 Pipe Req d Cheswick Place Regulated Drain a Install 18" Pipe Catch Basin & LOT 145 a LOT 144 X O " +23.0 STR NO. 54 s s 3Q 1.0 Lft. of 12" Pipe Req'd z O C 4 Lft. of 12 Pipe Req d LOT 147 o with Temporary Curb Inlet Protection Catch Basin Type K-10 m m &3 L T 146 With Temporary Ditch Inlet a CL ° o CHESWICK PLACE HOMEOWNERS m 42 Lft. of 12 Pipe Re �, � ;a - .� Cheswick Place Drain Easement Protection with Temporary Curb Inlet rotectiob ' >° �, E, . 2 P FOR LEGEND SEE SHEET NO. 2 ,� Z �c o �, cD (D a) o ASSOCIATION, INC. w E _ ° Z s M 0 V) s(o sM o sM sM R '- o �'�0.°-'00 Y Sec. 22, T. 8N, R.3E Mo � 0o 00 ' LOT 100 ~ � . sM 0 on ALL R/W THIS SHEET TO BE SHOWN. o , ppp M'� o , r �� o r ALL R/W ON THIS SHEET DES RIBED o o o /l °' 1- C) Uj C rn K) 00 n `o c r c6 c6 � Clay To ship -r v M _ rn � LO ,N� �'/"' Hamilton ounty - FROM LINE "A" EXCEPT AS SHOWN.Cq CD N O 00 M Co O^ `00 a? COO CV O � 000 00 -- � N N N N Lo - LINE W TO BE CONSTRUCTED. N + +o6 c� co ri ^ ca co co I� 00 00 rn rn o •-M �t + + + + + + M d^ co + + + + +g+ + -� + + ++ + s I I I l i Q } O Grade ko Dram hmd Pat , Lt. t y ! _..._.�.,_...._.._..............p.._."...-:_...»,........,._.........._..._. ........._......._.....,_.._......,_...._ III _,. + _._...___-- _ ._.._._ _.__� .._ __._»___. � � demo - rain B�ehi cT�Po�h .� t � � ( 910 d I 1 i I ► 3 I I Special Under_rain - Grad Requ�rec [ 3 910 _ _ - _ _- � I ,. �- E �� �r� .. _ I _ _,` _ I _ _ - , � , G , des Requred I _ � b L�\ _ g - 9 _ _ I # + , t _ 3 i E _ __ __ _ _ _ _ a I _ _ _ _ a_ _ z 905 a, c„ 3 _ ! _ 0 1 __ , _ _ _ __ € z _ _ _ _ _ _ ! ; _ t _ _ rj # _ _ , € z _ _ 1 L Behind P th, L 6 E _ _ _ _ _ _ _ __ _ _ _ _ I- ° l _ _ _ __I____ -« 1- 905 _ _ _ 3 } j _ 3 1 wwwewavm:.aw:+nw'e+us.xmnv ,wunmarxe:+mw.w muvam„an -aw+ww ---.. -.... -... -. -...... -..... -..., q -. - - -.... `t -. -. - -_ �. _ _. �. t 3 _ 3 _ 3 _ L (n (/) I -_ _ _ _ ° _ _ -_ _-._ ._�w_ _ _. __ _ _�_..._ ._.�-.-_-... _____�.__�.__. ,__. ..___. ..__: -�----- _ 1 rte_ _I _ _ - _ _ L_ � - -- - -- --�-- - I 900 _ _ _ _ LO 4__ _ - N 900 _ ,_ Exist Pro lie A__ Pro Profile o - _ �_ -- o $ _- - I 4 �.._..__ ._ ;_ 895 ? - Pro Profile "A:' 895 - i j¢ z I_ 4 4 _ f �r2 0: o p ,�,, i I _ __ I __ ,® 0.10% eq d_ I o _ Mpi a Q:fi etcft. o2'" Pipe0: q 42 P+ a ® 0. 1-0 -Re d � 1 I 890 - - 141 L of q a I I- �} 1 �} P _ � _ CAD 0.10% e d. _ - -, _ 890 q - _- •98 42 , 89 i 3 I _ m # _ L _ I �, - � - � ', _ 2 , 890.. 5- 42 890.6 _ Lpp 1 L , 3 1 42 890.34 _ _ 42 890.49 a _w_W ____._._ _._ _._.__._...<. __ �.__ v f � I I 885 4 _d i I @ 0.10% Req' -- , 885 I , I b 4 I s I 0 kk 4 003 O C 3 6j 6i OE Of Oj O O O O O O't O€ O O OS O O O M O! p O O OI v O 0) O� O O O[ O4 - O O O _pl O 0 O O1 O Od O 0 f rn rnl rn} rn rn� v�- rn rn rnl M1 °' °' ° ° °rn °rn a ° �°,€ ° °, °rn! �' ° ° rn rn rn rn, rn rn rn rn rnl rn rn co 00 00; 001 00 o0 00, Cot ool 0o rn 57+00 58+00 0 50+00 51+00 52+00 53+00 54+00 55+00 56+00 49+00 HORIZONTAL SCALE BRIDGE FILE �������������11wIIIJ �sy, CITY OF 1"=30' ��0 1�E•. . .... q���i�� RECOMMENDED VERTICAL SCALE DESIGNATION NO. �� ,sTfRFa� FOR APPROVAL --- �2-2a-o�l CARMEL . NO. 1"=51 DESIGN GINEER DATE U N = - 010403306 � SURVEY BOOK SHEETS L p�. STATE of ;'� DESIGNED: AJB DRAWN: EAM DITCH ROA 8 of 52 o %/�`S••.!NDIANP• j? » » CONTRACT PROJECT NO. CHECKED: JMJ CHECKED: AB STA. 49+00 TO STA. 58+00 A 04-05 C //1111111111111111 v E n N O p O N X0 X0 ") �^ O O O O aQ M�- 0Q"_' _ -r 0 v M 0 ° O i v O N O L0 M M M M � M d O_ a- �t N m o_� E 3 N y CL pO�_ T r+ T = ° 0 � N 0 CD ° _ � M END PROJECT 04-05 o o a ° OCD � 3 0 0 0 ° 0) C -a �' a a d� a M � N 0 d O 0- o a - � a a a 00 00 00 STATION • 61+15.00 A f � M O r W � N . a ° -.4- E r-iuJ c 0 t CD 00 L - sUl ao d- N. 35067.605 : N V) � d �' 00 o;E : 24747.3114 d + - o0 O O O O 06 OM N p O rn cD cD ^ d N M N co + L0 O 00 O d � O + + r + + N rn ++ + O Lri C) CD M 04 cD C14 C-4 0 + cto^ ++ + + 00 N +- N cN ++ + LO + + + DAVID E. AND FREDRICK A. ZITLAW °i NN + + + + + Saddle Creek Drain Easement LOT 125 + Approx. 15' From Pipe Sec. 21 T.18N R.3E I $ J + ' +35.0 N0. 80 Q I x } I � � � � �.- Clay Township QQ + 1 1 0 1 1 3 TODD AND DEBRA RICHARDSON -11, Hampton County Inlet Type J 10 & I s P LOT 124 -a 39 Lft. of 12 Pipe Req'd SADDLE CREEK HOMEOWNERS, INC. I W E 9 i +20.0 STR N0. 74 with Temporary urb BLOCK "I" � �{ KEITH G. AND MELANIE J. HARPER +20.0 STR NO. 70 Inlet Type J-10 & Inlet Protection r w � LOT 131 Inlet Type J-10 & 48.0 Lft. of 12" Pipe Req'd o INCIDENTAL CONSTRUCTION \', `'SADDLE CREEK HOMEOWNERS, INC. 48.0 Lft. of 12" Pipe Req'd with Temporary Curb Inlet Protection i E 'ew `� � " ff , BLOCK C with Temporary Curb Inlet Protection + P ry +75.0 STR NO. 77 / I 1 P.O.T. 61 +15.00 o YP Monument Type Inlet Type J-10 & �n 44.0 Lft. of 12" Pipe Req'd o Const. Limits + with Temporary Curb nlet F coon • °' .r.•"fin \CO o /"`_ x (Md f.?lA"", ._. _�____ _. _ _ _ __ r__. ---4:7f ___, _ _ ____._ __ __ ___ _ -�..,. l �,f �_. C:) Remove S � _-} , \ r Const. Li_mi s.F F + �tt K DITCH ROAD ap . 14 22 (Varies 0 to 6") K1 3' " " Section Line It16 i ' " �� � __Seotioa_..Li.na_ Lo 6' 2.$, DITCH ROAD Remove _ _-_._ __ _ ___._ ____ «________ - _. _ _ �____ ._ _ z UJ rain Easement �f . �- 2' Const. Limits � - f , +17.0 STR NO. 83A I--- � _ /y Q Is W _.. �, Co�a� Llmits�,.�. ``�..� "w•, _',� �'�._ r- �* ``,�'�. ��� � .F`-i„ !%' a� � I ' S ' I -LoLin ,., _._ r _._�. L _Lrae_.... Lot Line __._... .._ . + _ _._ _ - w . <F 1 a _ ._.._.._. « ' 0 Ch Place ace Regu a e rain + 3.0 S NO. 73 ,�' t +75.o STR N0. 79 +15.0 STR NO. 83 ;,, � I , CD 1 Pipe Catch Basin & 1 Lft. Manhole T e K-4 & , i{ ., C of 12 " Pia with Temporary YP " f Manhole Type K-4 & P ,' - ; I � 6 s I J DAVID A. WAITERS P P ry 49 Lft. of 42 Pipe Req d 74 Lft. of 42" Pipe Req'd I S I i W Di ch Inlet Protection o ' 0. O. 7Z CHESWICK PLACE HOMEOWNERS ASSOCIATION, INC. 1 � +, +2 STR N +20.0 STR NO 76 - ' ` 0 Man ole Type K-4 & ' +35.0 STR NO. 82 "Aff t � } 1 � Lo 1 Manhole Type K-4 & P.I. 62+62.36 94 ft. of 42" Pipe Req'd YP f Manhole Type K-4 & 1 94 Lft. of 42" Pipe Req'd YP " N 35214.9550 � � I ° � 1 I �' FOR LEGEND � SHEET �• 2 P q 54 Lft. of 42 Pipe Req'd E 24748.1630 'x } +20.0 NO. 71 LOT 143 �' +35.0 NO. 81 w 1 Catch Basi Type K-10 & Q ` d Q Catch Basin Type K-10 & V• EDWARD AND DIANA J. GROGG � i 4 Lft. of 2 Pipe Req'd +20.0 STR NO. 75 4 Lft. of 12" Pipe Req'd LOT 142 / 14 I o ALL R/W THIS SHEET TO BE AS SHOWN. LOT 143 Catch Basin Type K-10 & 4 Lft. of 12" Pipe Req'd with Temporary Curb Inlet Protection s ^ ^M 4) 4) 4) � Q E ALL R/W ON THIS SHEET DESCRIBED f-- Cl > �+ - O N N N N O O N N = o_ o ►` �' ° FROM LINE �A" EXCEPT AS SHOWN. +75.0 STR NO 78 � W = � � � 3 ° f_ ` f_ � - ` � v ` L L p • O_D_ N f_ i L s e a ►--f ►.. N F- H H I-' H H L H Lo H 7 H H H H N H' H I--- H L F- I--• H 1--• H H L I_' ° ° ° �, Catch Basin Type K-10 & ` ` ° N ° �° A �' _ °° LINE SAC TO BE CONSTRUCTED. F- i H H H L H f_ L f_ p N � C p 3 r fz r s e x e n a T A _,,, 4 Lft. of 12" Pipe Req d i �" °' °'r`� •N M M F�rb0 rb0 a) �o M `N FN s N �o O oo ao c N N N �o F oo =b0 to to N� to ' In U pro U �M FO- U U 2M UU (N 0 0 3 a= (n ►- N N CO C7 r a O a) N 0 Q O n ao /O with Tem ovary Curb Inlet Protection ^ O ' � OWN °' O M ooMNd ^N�M `OOKIr-: `n a) `n � O � N 'Poi6 " O) 0 � O � N � OM � O � 0 � "1 00 0 00 t- a! M r 00 Oo O N�N n O rn ao 0 0 0 0 0 0 0 O m d- aO 0 am n M M r7 M o) oo M co 00 m M 00 00 r7 O N fn o0 00 rn rn O N ^ M m Qto a0 a0 00 0 ai d- � d- r- 00 d- fn d' co to Ii per•0O�0) d-c° N d•O M d'00 � O � N 00 � � � N � � � � � � d M N r- � N N r N � M M M M d d- N d- d- d- d- Sec. 22, T.18N, R.3E rn M ao rn p ca Clay Township N rn co O NON co p r- tn.--'d•�O M N O N I�d' O ­47L6 1- O; O N N M M M d- c0 O M � O O; tc) tD c0 1� cD O o0 OO I- a;�- r'`) a; r" �'`i �? P"i d' � �O � N a;rn M M ^ oo O NN M 6 Ui 000004a; Oto 6oONI� OOOO � � -: -: � � � N N NPMN 00 o0 Ma) d- M uJ 0c4 d- ui L6 d- O M tD O � M d- 6 OOOO 06 M � ao O M Hamilton C O U n t O N M fn cO tD I� ao O O 00 r-N N M M M d-to I- r-CO 00 00 0000 00 00 00 CO CO 00 00 00 00 00 N N N PO M d LO LOCO r� co 00 00 O O O O - Cq N N N N M M M + + + + + + y + + + + + + + + + + ++++ + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I I q ..a.,.m.,.,�.,w.�a.,w r�m.,=...•..w...+. . ......� ......�,m,w„w.,......,...,.�,�.o. .,.,,..-..,m..�.�, {�„w...Q.., �.,-..w- .�..,.w..�.. .. I � � . }iS.- .�....a..®• _ - - � ( �4°'�w�w...w.�.........�..,,.. .....«.....,...�.+.�.,..,.. �.a^�^.�w,®..w.A.�.�.a.,.»,..,. .,.�.«.,...=.,w.......m.,.....�. ....�.�s..,,...."..��,.�.. Irv• 1 -. _ .ea,+..v,«.a�..... _ _. - - 1 r_ I INCIDE TAL CON RUCTION LO i _ Grade to Drain_ �n i [ _ 1 j : o Drain, t. & Rt. + __.____.�____.. . } _ I + Grade i _ g 9 .,».__.,....,,.._.......... ......_..._.....-_..._..........._.....__,......._ ..,...._..._.... ,._._.. „_..... _......,,...:,,._,. -K_ k-- c a F -_ 1 _ _ - - - _I. .. - k r k - i - _ - { 9g 5� p. - - � _ , _ _ � _ } - ,- � , _ _ - - - � � } 915 915 �. STATION +15.00 } Special Underdraira E 899j.74 1 � _ - _- � I � � � - } _ � _ _ - - - _ � a _ • � - - � 910 910 p ,- 3 yppp p d -_ z - ,_ o A • _ g _ - - } �- 905 1 -g _ . _ I _ _ _ _ _ _ _ _ _ _ € _ ___ _ Ci 905 _. ..._ a --..... _ ¢... S._. r k _ E _. .. _ __. _-. - - l _ r _ Q -_ I I Exists I _ - 0 1 _-_ _ _ _ __ - �, xrst Profile A N _ _ _ - I _ ( 900 900 _ _ - - - - _ _ . . ' I _ _ I_ _ } _ } Profil « rod �_.�__ _�.._.�__._.�__ _�_____ __�__�..._._-� _--_-�__-��._�.__:: ___ -___,�.�,.,_._._._�-I•__.� �.--- I } _ } _ - Tie-In 895 I_ {S ub for Fu ure Project' ) 895 -- -- _ , _ - $ i t co 74 Lft. f 42 Pt I _ i , f 42" Pi � _ 54 Lft. of 42 _Pre _Tr�m:..:,Eut .:�;.:Pr _ _ _ _.,____y_ _ ___, I B:tmRq"tl• l 1 3 I I I ° - __._w. _..._ Re I q =- -- i p _ -l� 0 10 Re d I I , 1 _ _ I 890 890 - - r o �, �� ; I , L 42" Pi " • �� } $ I I s l 1 I _... 1 1 94 Lft. of 49 Lf of 42 i e 42 891 .3 3 col ►� my o' a I _ _ _ _ _ _I _ C I _ � I I ( �d �� f •i � •� � �I N CO Q'�pI C3� 00 _ } �} �# O 0 O O O O O O' O O O O __ Oi _ O O Oi OI of O O �� _ �i I a I 1 a} o o o o o o al 03 a o o o o, o of( �, of ; i _ 1 I } Oi C) O O O R M O OD 01' O �, O�1 pis O �l Of O? O O 07 �f ps O? 0, 0= ; 0 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 58+00 HORIZONTAL SCALE BRIDGE FILE a N. 35214.9550 E. 24748.1630 HARRISON FOUND \\\\\\� CITY 4F 1 30' N \ \SrF ••.• i RECOMMENDED M RF ••.� _ FOR APPROVAL iZ'Ze'o� CaMEL ��:• �i VERTICAL SCALE DESIGNATION NO. W �'�•� N Q• DESIG ENGINEER DATE 1"=5' S) z _ _ 14 SECTION NE N J 141 t S ET 5-0 10403306 '•x_ p':: STATE OF ;' DESIGNED: AJB DRAWN: EAM SURVEY BOOK SHEET o iN01ANP DITCH ROAD s Of 52 S OSjS/�NAL••�' \\ CHECKED: JMJ CHECKED: AJB STA 04-05 . 58+00 "A" TO END CONTRACT PROJECT No. C P./. T4. 62f62.36 LINE A ////////11111111111111111\\\\\\\\ a NW COR•, SW )k SEC. 22, T.18N., R.3E. C) Sec. 21 , T.18N, R.3E LO J Sec. 22, T.18N, R.3E Clay Township SADDLE CREEK HOMEOWNERS, INC. Clay Township N Hamilton County BLOCK "A" CN° Hamilton County C*+4 N sk DAVID W. AND DIANA M. STEWART N y 1 1 C%*4 f I j LOT 153 BEGIN CONSTRUCTION " " +5'e " #' ' `I ! o I I ASSOCIATION, INC. STATION : 220+85.00 »S-1-A» 36+73.0 A STR NO. 13 " = E i CHESWICK PLACE HOMEOWNERS See Sheet No. 6 .5 N • 32581 3546 i; :f ► � o ! P.O.T. 225+69.03 "S-1 -N'= E.: 24304.4483 +90.0 STR N0. $$ � '` �� P.C. 13+48.72 »C" `� . HENRY CIRCLE Catch Basin Type K-10 & I _ 35 "A" N 32585.2740 w 3 Lft. of 12" Pipe Re ' ii 45' E 24788.4599 \ +60.0 STR N0. 84 with Temporary Cur nlet Pr / , ' Of 4\ a' Manhole Type"C-4 & ,. 16 +30.0 STR N0. 90 \� X 26 Lft. of 15 Pipe Req dj STR NOS. 87 �/ C Catch Basin Type K-10 & Man Type C- & r 100 Lft. of 12'� Pipe Req d YP s�,. : -- . °-- +60.0 STR N0. 85 1 f ip 6 +� ^--,w Catch Basin Type K-10 & � • +�5 � �' F / __.t~� of 127 Pipe Req'd Lri 66' I ' r Iem Curb Inlet Protection = ______ _ ,._ m om- _._ ___ _ _m_._m__ _m__ • _.___. _ _____ _..,_. r � � Parayr �JAr - _ •"+50 AP __ _ F _ + < o j - , °_ + -__-_-_ Const_Limits_ _ _ _ __ _- '`'6 F 40' CHESWICK PLACE OMEOWNERS ASSOC . .. .. \ _- .. � -. .-.-- __.. ..,_._ � ASSOCIATION, INC. Exist R/W::,, g emo e - -,.✓ % �- `+y� a• °us .t'RO9mbfrmwm'id.Yt',susai Cav'ttacAa'K'it .mYtmasac"mJ:.YJS'_'u&m3rSYesmx`Qa®'..a'vRS6.avA. .amaffi'AauN'reim:vaP'ID.f. i®.ux.'.tiaalm,W. rm:a}u " YV�"�\ •-.•�.-, •. •°•...-,-m• -••••-•• w._., G... _ 0 15 _ - - 1° ' 15 8 cx� 22 'vj€Aries 0" to_6") S J2 i _ _ ---- " emov 3 '` `� i �h 18 _ _ ___ - -- -�------- - __. 22 Va ies 0 to 6" - _ nstimifs . -_ __-- `"- 136th STREET - - " Section Line Y� q. _ - __ - a� l..in� _ _w _ N89 32 27.36 _ 'n 19 _. °.. _. . 26 16 rn K 1 Ine -1 -A Monum nt T ewRe'a: __ . _ _ ___ t ;_�_ �,� _ ______ _ _ _�. � N "S » _A3.fitK._STREET.­ ___ .�._, ________ _._._._ _ ____ _-__. _ _ _, 26_ .___._.__ -_ ei ' I 19 - • i� Monument Type Re 'd. - .___ _ _,___ _ _ _._._ ... _ .. .._ _�.�_"fir. - _ _-.:_ �_- _ _..._.._ -�,e------...._ 71 71 ..-. .____-°---mac..°- /-- ---- -��.. -_-_.---------- -- o ,_ ---- �""'��'._...___ �`t�€ �° _- ��}}-,°I� S • Const. __ _ ' _ _ U +(� 15 � x. 6 ( .x. ______---- - Const. o __..._.. _. .,_ - 19 • 14 . 42.91' + \\ C 19 .- � I 1 S o r, 11 T,Y. 8' �' J2 6 , � I +45 C _ o 40' R/W +60.0 STR N0. 8641.66' `° S - 'W�� lri R + "S-1 " Inlet Type J-10 & I �� R + +� P.O.T. 220+00.00 -A YP " 0 15 I ;, °}& I +85 40' END CONSTRUCTION 37 Lft. of 12 Pipe Req d o » » N 32580.6736 6 g / F with Temporary Curb Inlet Protection + \ +30.0 STR N0. 91 40 STATION : 228+35.00 S-1 -A E 24219.4510 F +00 + N.: 32587.6033 60 Inlet Type J-10 & ��,, 43 Lft. of 12" Pie Re 'd E.: 25054.4258 +87.5 Rt, Private Drive Re 'd. +98.0 STR N0. 89 +25 r, � / 15 with Tem ara Curb Inlet Protection P rY W=12.0', L=18' Inlet Type J-10 & 65, °N \ 26 8 // P.I. 225+13.53 "S-1-A"- a a 44 Lft. of 12" Pipe Req'd / /� " " - JOHN S. AND JILL A. PITTMAN a Q with Temporary Curb Inlet Protection �. / P.I. 36+32.15 A • / N 32584.7880 DAVID F. AND GWENDAYLEE S. WORSHAM P.O.T. 224+58.03 "S-1 -N'= �� / E 24732.9620 P.O.C. 11 +74.32 "C" 35+48.0 "A" STR N0. 12 `� N 32584.3433 35+48.0 A STR N0. 1 " " L C FOR LEGEND SEE SHEET NO. 2 Sec. 28, T.18N, R.3E E 24677.4638 See Sheet No. 6 See Sheet No. 6 a Clay Township +00"A" Hamilton County WILLIAM K. MILLHOLLAND IV 40' 35+48.0 "A" STR N0. 11 i l� 40' Sec. 27, T.18N, R.3E ALL R/W THIS SHE TO BE AS SHOWN. See Sheet No. 6 •� i + Clay Township ALL R/W ON THIS S EET DESCRIBED Hamilton County FROM LINE S-1-A EXCEPT AS SHOWN. LINE »S-1 -A» TO B CONSTRUCTED. BM 2 - Chiseled X' on the to of the South, Southwest Bonnett _ t-LVE�V 22 3+40 PVI26+fi0 # P " "t 4 Bolt of Fire H drant. Sta. 36+68.52 A 66.13 Rt. Elev. 895.70.__ .,_�. _- __.__ _�____-__..� ____________ __.� �_ _ _ 0._..._ . ___,..______.,.__. _. _. _ Y f s t 3 � __._� �__ .._._ - ____-_ __ _ __..____.: ��.--� �. _ _ - -_.._..._ E � t _ __ � _ __ _ � _ 180 � VC � _ � � 5 13� UC ,_ F - �. j .. ..... ��., ,�,. .;. . ... ,. - ..,..,.....- ...... .... .... .,-.... ,.-.mom-..-..,..-,- ., ,-..,m,-...m_,,. .,.-.a I a , : _ EGIN CONSTRUCTION _ _ _ _ f , _ _ _ _ _ _ _ 910 I 4 t -- - 910 • _ _ ABOUT ° ! I 8 8.57 IN ROUND CONSTRUCTION � R � � ND ; : t S eera Underdra n • E ISTING _ _ _ _ _ _ _ Grad Requrr _ _ 9 905 a _ k x _ _ - -. S ecr F nderdrarn x - E 905 _ - - _ 4 t° Grades Required _ ! _ ' S� i I i _ _ _ _ s ; i _ _ _ _ _ CIO __ _ _ Q _ N 900 1 I a o _ _ _ 900 N Ex st Profile r S-1-A 00.00 _ + 7.03 _�, � � € 893.68 C14 C) s _ CO �. N I �-__ v� ` -Exist Pr fle S-1- A , I 895 l ! � �__ :. , + � + � l .,- -._ � � 1 J � -�- -� _ � 895 V -_-_ Y ur ww.wmmmxw ra,•nwwv F R ra o ran, r. _..._-. -- - _. _-_. __ - _._.. -_ "'T44.567. _. _.. r_-- _. --. _. -_. __ _ .__ _.. _... -.._ _ -. I R Pr� Profile S 1 A -0.52 - _ _ " o 4 t 4 I + Match € istm Pr ile 3 890 I 26 Lft. f _1 , _ , _ 890 _ t 136 Lft. f 15 Pi ® 0.33 Re d. I i I ® 0.33% Re d. „ grade- _ 1 L ►f 15 888.73 _ ! _ 15 , 089.29 � ►, _ I $885 _ _ 15 , 88 .19__ _ 1 _ _I _ _ _ _ _ 885 ' k C) 00 0p I�'#(? ' Cam' co- CD I l.n a I .s6 OO 00 rn� o... cal -4 (�� o r7 Lf7l cfl 1�3 cfl L(� r� O� Oil rn rn rn1 4 d4 4 4 4J 4- � rn� � M �t 4 4 4° -N � � U� g �g �C L61 � rn ! N 00 r�6 00 c0 N Oo � cad o d 0: cD i t N o O: pp 00} 00 0p� 00 00 00 o0I 00 00 00 00 00? col 00 0o, o0p 00° Oo 0o 00# 00f 00 00 00 170 00 co! ao 00 00 00! 00. 00 00 00 r 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 N. 32584.7880 E. 24732.9620 HARRISON FOUND ("! HORIZONTAL SCALE BRIDGE FILE N \\\\\�\\ I J Illll //// RECOMMENDED v� OF Cn, o ,,, �Z;:'�� RFO Q % FOR APPROVAL 2-Ze-oY _ CARPEL VERTICAL SCALE DESIGNATION N0. N O. DESIGN GINEER DATE ° SECTION LINE N J 136th REET = : 10403306.:x= = o = - o � p STATE of ::� DESIGNED: AJB DRAWN: EAM 136TH STREET U VEY BOOK SHEETS P.I. STA. 225+13.53 LINE S-1-A = ��i�`SSj� "• ������ ONTRACT 10 PROJECT NO. 52 SE CflR., SE H, SEC. 21, T.18N., R.3E. /////////////IINIA�L„����������\0� CHECKED: JMJ CHECKED: AJB BEGIN TO END "S-1 -A" 04-05 0 a� c J C O U +00 15' U) +90 8' 61 12' 16' 8' 6 7' 89 �Q F P.O.C. 10+86.37 F +61 .9 P.O.T. 36+87.65 c N 32640.2871 J O E 24733.2828 +43.3 O P.C. 10+00.00 "C"= P.T. 13+48.72 "C"_ P.O.T. 225+69.03 "S-1 -9 N 32585.2740 P.I. 36+32.15 "A" _ E 24788.4599 P.I. 225+13.53 "S-1-A" Center of Circle "C" N 32584.7880 F j 26 F o E 24732.9620 0 0 0 o 00 0) + ° o + + + + O i F 1 i o Line + K1 C14 _ Zo � 26 ------------ J2 0 K � - - 21'* n ine N L ' 2 o 55 + J2 8 r F P.O.C. 11 +74.32 P.O.T. 224+58.03 "S-1 -A' F + + N 32584.3433 E 24677.4638 , O I I # I � P.O.C. 12+6081 } PV1 10+87.2 4 L_ PVI 12+61 .5 } 70' R* , P.O.T. 5+76.65 26 P 0 T 3 _ __ ___.e._ a._____.____...__.w ' .3 _ _._.�._ - s SO R* N 32529.2885 910 1 50 V _ 1 _ 1150 V 910 I +21 .1 191* E 24732.7247 O Ir 110, dimension typical for all approaches 905 a I 905 0 x i 4 v , L ali-Grades eq'd. , _ Grades Req'd. 3 _ _ _ I 15 900 _ 1 I 900 +60 1 s' 12' _ 3 +55 +00.0 _ I , i 94.10 v I ; "m i Clear view margin covered by low 895 � I s € 3 895 c Oplants and hard surfaces. - Oq ro ro 1 e o - - Central area in which height of obstructions is unlimited. _._; o 890 890 4 _ Exisi Profile " I i _ o 3 885 885 I - -v I r � � � � _ � s I a Q 880 ; , I R � i � � � 880 N r � A O i i � r � tt A 1� , f`7 O 5 !` I - TT f i € ,y W V V '. V r- M P � m _s � J O � ! I I r I _._.. .._,_._.__ N 00.co.. wilco 00 co CO CO �i0o �.00 Cc U I rn ° 10+00 11+00 12+00 13+00 N C � / HORIZONTAL SCALE BRIDGE FILE ..Qq �i/ RECOMMENDED CITY OF 1"=30' FOR APPROVAL _ 12-Z C� L VERTICAL SCALE DESIGNATION N0. 0. = DESIG ENGINEER DATE 1"- 5' 0: 10403306 cr o 0 STATE of ;�\ DESIGNED: AJB DRAWN: EAM ROUNDABOUT DETAILS SURVEY BOOK 11 SHEETS 52 /,V DI ANP CONTRACT PROJECT NO. CHECKED: JMJ CHECKED: AJB 04-05 v 0 L-0 o 00 o + N N t�0 M N 12 9.5 ► 16 +40.0 LO LO +45.0 Elk 893.35 1.8% 1.8% 20' 16' 893.20 10' 6� 1.9% 17, DITCH ROAD 1.60% S' Line "A" 37' 18' 19' 0 ss N 23' 23' � J 0 DITCH ROAD 30 "Sta. 12+60.81 C" Sta. 10+86.37 "C" N _ N 2 10' C Line "A" 11� 1's$ Line 3' 7' o 1.9% 11' r 2.3% DITCH ROAD — 2 i ~-► CL s 22' `SS- W O� 21' -� 21' PRINCETON GATE E 0 N 29' C) O O + N [v N N N U N cli I © 0 2.3% 10� 8g3.11 3 N 4' O 10' Q) V) 2 J 2 Q) % � /O O O c � O O 1 U 7 L C O U I a1 O V) c a \\\\\\\\\��� JIIII/ll � /// RECOMMENDED INDIANA HORIZONTAL SCALE BRIDGE FILE FOR APPROVAL � � 12- 2g-oy DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION N0. No . ° D N ENGINEER DATE N.A. —0•'..10403306cr U N O �.'. STATE of ;: DESIGNED: AJB DRAWN: EAM SPOT ELEVATION SURVEY BOOK SHEETS DIANP<•\�\\��\ CONTRACT 12 PROJECT N0. 52 cm 0 AIIILC/\\\\\\\\ CHECKED: JMJ CHECKED: AJB �ETAILS 04- E Wingwall "A" Q_ Line "A" Wingwall "B" l 'O•J Sta. 42+05 Paved Invert A45* 8'-10" (typlew 90•'� FLOW (HENLEY CREEK) 51 ' 51 ' 45° Wingwall "C" 102' Wingwall "D" Wingwall "C" PLAN 889.03 14 " 888.66 14 21,1_1 D 2"\-, wall "B" 887.03 886.66 g — — — — — — - - Wingwall Area (sq. ft) — — — — — — —t - - 12 "A" 87.0 , 0) "B" 87.0 12 885.83 6' 1 885.46 6' 1 Wingwall "A" 4 "C" 87.0 Wingwall — — - - — — — — — Cr" 87.0 — - - - - - - - - 881 .03 880.66 13'-8" 1 ' Thick Paved Invert (typ.) 13'-8" 1 ' Thick Paved Invert (typ.) ELEVATION DETAIL - WEST END ELEVATION DETAIL - EAST END N.T.S. N.T.S. Wingwall Anchor (TYP•) Limits of Structure Backfill (Typ.) U .. O o • 1 ' Min. Qr 0 3 3 WINGWALLS - TYPICAL SECTION 3 N.T.S. .o Q) 0 0 U 7 N C O U O O c 0 �lllllll �j�������/// HORIZONTAL SCALE BRIDGE FILE G;Sjf�i 9&F/��j RECOMMENDED CITY OF N.A. P: N O FOR APPROVAL i Z.Zg.o CARPEL VERTICAL SCALE DESIGNATION N0. DE N ENGINEER DATE N.A. n 10403306 !a-- S STATE OF :�\ DESIGNED: AJB DRAWN: EAM PRE—CAST WINGWA SURVEY BOOK SHEETS No,AN LL DETAILS 13 of 52 S/ONAL X\\\\ CHECKED: AJR CHECKED: CONTRACT PROJECT NO. AJ B 04-05 RIPRAP PAD DIMENSION TABLE STR. N0. STATION L ft W ft D ft RIPRAP CLASS 26 42+05 80 32 2 CLASS I Topsoil (4' ) M Culvert Top of Riprap W End Section A 2 1 D 1(--- Structure Backfill Height Geotextlle Riprap 12 4 Geotextile L Riprap SEC. B—B 0 Z SECTION 1 A 8" Min.* .......................................I I �� /�\%\ 4" Drainage Tile 6„ L (Outlet to Str. 32) B A „ fl Leveling Pad, Compacted Aggregate, 6 18 9 P Riprap SEC. A-A No. 53, Base 18" Culvert End � W Warp Riprap Pad to Conform to Natural Stream * — In suitable materials. If unsuitable materials are encountered, Section OA Channel. Top of Riprap in Floor of Pad Should be at excavate to suitable material or as directed by Engineer. A the Some Elevation as the Natural Channel Bottom at Sec. A—A. RETAINING WALL, MODULAR, BLOCK - DETAIL Not to Scale e PLAN A STA. 44+50.00 "A" TO STA. 46+50.00 "A' RIPRAP DETAIL - RIPRAP PAD N.T.S. Proposed Top of Retaining Wall 46+00 46+50 Proposed Top of Recreation Path 45+50 900.42 45+00 900.42 8973 4 46+00 900.42 897.74 45+00 . 898.21 896.18 897.3 45+00 46+50 895.73 898.78 44+50 46+00 46+50 45+50 897 41 897.41 E. 894.73 45+00 896.07 895.40 Proposed Top Leveling Pad, Max. 0 45+00 ° 894.06 N N U N RETAINING WALL, MODULAR. BLOCK - DETAIL or 3 Not to Scale STA. 44+50.00 "A' TO STA. 46+50.00 "A' CD to 0 Q) 0 C 0 U 7 L C 0 U 0 0 N C o \\\����������I�IIIIIIIIIIIIIII III////�//////�� HORIZONTAL SCALE BRIDGE FILE a \� o��W ...eq��iij� RECOMMENDED CITY OF N.A. 'P FOR APPROVAL 12-Z .o �:•'•� s r fR•o F CARMEL g ,� VERTICAL SCALE DESIGNATION N0. N o . = DESIG NGINEER DATE N.A. o' 10403306 'cr= N 11/ SURVEY BOOK SHEETS ��\ DESIGNED: AJB DRAWN: STATE OF EAM RETAINI G WALL & RIPRAP DETAILS o i//�S••,.,NDIAN ,\���� 14 Of 52 ONq 1D�����\\ CHECKED: JMJ CHECKED: AJ8 CONTRACT PROJECT N0. 0 I�lil�i►III 04-05 El NO SCALE 1 ROUND ALUM. BRACKET ARM., MODIFIED ROLL CURB l 9 WALL, TUBE CAST DECORATIVE 4'-0" I BRACKET AND FINIAL BALL. 1 BLACK POWDER COATED FINISH. ACORN TYP. FINIAL BLACK 4% 17 R5" POWDER COATED FINISH 4 7" a ROUNDABOUT CIRCULATING ROADWAY ° 4" i ° w ° ° 2 1 14„ 1 ' a a a FACE OF CURB VARIES 13! ; ITI=III=III=III—III-ITI-III=III=III=III=111=111=111=III-III=1 — — — — — — — ' `o I=ll1=111=1LI-III= I=111=1 I-1ll=1 -L=lLI=1T=L1=ll1=111=L=111=1ll=Ll l= = 1E] ERIN 111=-ELI=111= - -111= =111 11= -11I= 111�J1= 3 7� -H 5 {: DITCH ROAD Z J Modified Roll Curb TRAFFIC SURROUND 1" " 24" �° INTENT OF DETAIL IS TO DUPLICATE THE EXISTING STREET NAME SIGN 1 Truck Apron – Stamped & Colored SQUARE ALUMINUM TUBE, � T Class A Concrete WALL, BLACK POWDER w POSTS (STYLE, SIZE, FONT AND COLOR) USED ON MAIN STREET AND COATED FINISH NORTH RANGELINE ROAD IN CARMEL. FINISH TO BE BLACK POWDER �2 300#/SY QC/QA – HMA, 2, 64, INTERMEDIATE C 19.Omm v' COATED COLOR. ALL STREET NAME SIGNS TO BE TWO SIDED. SIGN D3 0.125" ALUMINUM oo :Z O3 330#/SY QC/QA – HMA, 2, 64, BASE, 25.Omm SIGN, BLACK INSERT WITH COORDINATE WITH THE FOLLOWING OR WITH AN APPROVED EQUAL: Compacted "A gre ate No. 53, Base g g " WHITE VINYL GRAPHICS o = NG SCOTT QUERY ® Maximum 6 Lift Before Compaction 6 J RELIABLE FAB AND MANUFACTURI ( ) TIMES D SERIES, AS PER O 3 1780 S. 10TH, STREET _ �5 Subgrade Treatment, (if necessary, as determined by engineer) CARMEL D.O.T.) z NOBLESVILLE, IN 46060 1 0 (317) 773-8610 CURB » 60 Ln ROUNDABOUT CURB DETAIL — MODIFIED ROLL POLE SHAFT (3 O.D. z ROUND ALUMINUM U' � N.T.S. TUBE, NON FLUTED, Ys" o WALL, BLACK POWDER GRADE LINE COATED FINISH) � Sidewalk CONCRETE COLOR AND STAMPING 20 > CONCRETE ►�, Concrete Curb Ramp, 1 . Colored concrete will be utilized on all curb ramps, concrete medians and the roundabout truck apron. FOUNDATION (TYP.) Colored & Stamped 2. Concrete coloring will be DAVIS COLORS "GREEN SLAT' and will be an integral coloring application. to Match Adjacent Material Match Adjacent Material 3. There will be a 12" grid pattern perpendicular to the roadway in the concrete. At the truck apron, I: the jointing shall be radial to the roundabout. This pattern can be stamped or scored at the contractor's choice. Any stamp will have to be approved by the project engineer. I DECORATIVE STREET SIGN DETAIL J1 Varies 2.5' to 5' *–For cross slope at left turn lane, N.T.S. see detail on Sheet 3 Pavement 16 * 0 2% 2%* 16 Note: For dimensions of curb ramps, see INDOT Standard Drawings - ------ -- ---� CURB RAMP MATERIAL DETAIL N.T.S. t i E--- – LI01 NG " – ---� E REPLACE WITH LINE " " " " " IRRIGATION GROUND L STA. 37+45.30 A to STA. 38+23.23 A WHERE APPROPRIATE STA. 60+ 63.00 " A" to STA. 61 + 10-00 " A" 1 –11 1 /27 CONCRETE MEDIAN DETAIL GROUT AROUND N.T.S. CABLE DUCT 2" INE-111 Taper Over 6'-0 n } --• ° COMPACTED EARTH " — UNDER CABLE DUCT 24 CLASS III REINFORCED CONCRETE FOR SOLID SUPPORT 6" PIPE 2'-0" ° I M 2,-6„ 3 _0" PROFILE AT END OF MEDIAN N DUCT SEAL AROUND NOTES: N 1 . INSTALL IN ACCORDANCE WITH SECTION 807.09 AND BACKFILLED CONDUCTORS IN ACCORDANCE WITH SECTION 807.05 OF STANDARD SPECIFICATIONS N.T.S. ° -- --- 2. NO OTHER PAYMENT WILL BE MADE FOR MISCELLANEOUS ---� -- --- COMPOUNDS OR OTHER MATERIALS REQUIRED FOR HANDHOLE INSTALLATIONS. 0 3. ALTERNATE HANDHOLE MINIMUM SIZE SHALL BE 1 –7 X 2 –6 X 1 –10 CONDUITS OR 5 " CABLE DUCT DEPTH WITH 2" LID THICKNESS. 3 5" 4. APPROXIMATE WEIGHT FOR CAST IRON I ND COVER SHALL ° BE 320 LBS. O v vv ° CONCRETE PAD Cn AGGREGATE TYPICAL IRRIGATION AND I ° i I C: * 4" MIN FOR LIGHTING HANDHOLE ALTERNATE HANDHOLE I I N.T.S. I ° I HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF N.A. i FOR APPROVAL I Z-Z -04 C O)OL VERTICAL SCALE DESIGNATION NO. = N 0 . _ DESIGN ENGINEER DATE N.A. x; 10403306 icr_ SURVEY BOOK SHEETS moo : STATE of ::��,\ DESIGNED: AJB DRAWN: fAM MISCELLANEOUS DETAILS 15 of 52 o �i °•�NDIANP Ar � 0NAL �' �\\\ CONTRACT PROJECT NO. ���////�1111111111111111111������i CHECKED: �M� CHECKED: AFB 04-05 0 1 4) -43p, W W 4) 4) 4) W 4) V X 1) 'J 11 W 4) 4) W W V J q) (v 0 C A" Whjfl�' X C: SEDIMENT BASIN 2 CK 04 6 DRAINAGE AREOL- 0.34 oc (xj M r-i to 1.0 6 tf L0 It Q_ 6 �--1 (r Ln CC) r__ 00 lx) SMRAGE REQUIRED- 612 cu. ft _z �1) 114 r1l) Lr; r_1. m C� 4 kn m C31) I­ - t®r A- + SMRAGE PRMDM. 625 cu. ft BLOCK 4 + DEM: 2.5 ft SEDIMENT BASIN 3 WIDTH: 10 ft DRAINAGE AREk- 0.46 oc LENGTH: 25 ft LLJ STORAGE REQUIRED. 828 cu. ft L0 LENGTH OF PIM 30 ft S=Aa PMDED: 875 cu. ft P10J, 45+00.0('1 SADDLE CREEK HOMEOWNFRS, INC, Uj 5' x 5' Riprap Splashpad LO DEIPTH: 2.5 ft C'4 00 5' x 5' Riprap Splashpad N '147 ,7.9 777 + E z + WIDTH: 10 ft (0,F. Henlev +8 c nt i n /0 LENGTH: 35 ft 0 ro 7 0'Easement Approx, ::�:- SADDI_F CREEK HOMEOWNEPS, TNC LENGN OF PIPE. 29 f t, > From Top f Lj Riser Outlet Pipe :it Riser Outlet Pipe -Mew m Li S 4 xist y 4 S ---- ------ DITCH ROAD 6 16 Aigregate Diversio bike K CD ,,�,�Wgdte Di rsion i e 11,1�7 11�1;� + r 19'5 2 10 0 n ine - 6' 7 inp 77rt m 0-7 HE OHE 7 4( R./W 5') SEDIMENT BASIN 4 F M #4�V' Y' Const. Limits- F < list DRAINAGE AREA:- 0.44 oc Q co d. +97.0 Rt, Private Driy�� C) + STORAGE REQUIRED: 792 cu. ft (0 W=12.0', L=17' + STORAGE PROVIDElk. 875 cu. ft DEM: 2.5 ft 4()' WIDTH: 10 ft Riser Outiv% I IFV Riser Outlet Pipe 7 7T LENGTH: 35 ft DAVID E. AND IONA P, KINC LENGTH OF PIPE- 53 ft Drain Eosernent . ..... RO', AN 1, 1! 1 - rom Top of Bank 4-82,0 Rt, Pr'vate SEDIMENT BASIN 1 (U Ap p T. C z -1-24.0 Private Drive Req'd. (),F , Henley Droln rT i P r i DRAINAGE AREk- 0.32 ac 0 Uj U STORAGE REQUIRED: 576 cu. ft IFOR EROSION CONTROL. ONLY 2 8 '1 8 N, R,3 F z �pprox, Fr o,m Or c ROF)k 4 0 STORAGE PRMDM. 625 cu. ft X Cot,inty S? z CD CL� NO. 2 DEM: 2.5 ft 0 L x x A-- - 0 0 a) 4) V V (1) 3r WIDTH: 10 ft X(n C -IEET TO BE AS SHOWN, ALL R/W THIS S1 0 0_1 OD 0 25 ft ALL R/W ON THIS SHEET DESCRIBED C)" U V) d. 00 0) to 53 ft cr) "3: '-.( �4) FROM co mi LINE "A7 FXCEPT AS SHOWN, LENGTH OF PIPE k4 TO tO Ln AND DIANA M, BE CONSTRUCTED. ffi cr� .07 L6 Cl) (D f.0 cli Vi fy a iD 00 C14 C14+ + + + ------- ...... ------- BM #3 ... Railroad Spike in Power Pole, 12" above- ro d e ------ -------- 18.62' Rt. Elev. 889.07. ---------- Sta. 41+43.1)8 A , ---------- ------- ------ ------- BM ,de ........ #4 Railroad Spike in Power Pole 187-810 27" At)nvr,, .......... on West Side. Sta. 46+06.38 17-22' Rt. Elev,.......... ....... .......... ........... ........... t ------- _I 4:)f ...... 900 1 ZD�U 2)1r' -------------------- ----------- ............... -------- _rKT 01,le A I I .......... E ------- -------- ....... 4 P ---T ------- --------- ............ 885 .......... (3 ............ --------------------­--- ................. ------------- '47 17------- 4-4- t I .......... ------ ---------- ------------- ----------- ---------------- ......... 87,5 ----------- ---——-------- XT --------- z:7 -T--- ---------a,3 CY) 4-6 00 47+00 48+00+00 U) C, HORIZONTAL SCALE BRIDGE FILE J' RECOMMENDED 1*=30' CrrY OF .......... S T FOR APPROVA L 2-Z 8 614 E DESIGNATION NO. CARAUGUL N o . DESI(X ENGINE'ER DATE 1"=5' 10403306 0 0, STATE OF DESIGNED: MB DRAWN: EAM SURVEY BOOK SHEETS EROSION CONTROL DETAIL IIVL)I A 16 of 52 ............. *I Pipe L 4 CONTRACT PROJECT NO. AL CHECKED: MSM CHECKED: AB IF IF 04-05 E L0 r6 o YIELD R1-2 +97 70 __ _ YIELD R1-2 III W1 1A-2 BEGIN PROJECT 04-05 "S-1 +12 STATION 32+70.00 "A" 224+22 –A" 70 a 37+22 W2-6–A V/ — _ � W16-7p W1 1A-2 � �, I 136TH ST W16-8(136th St) 136TH ST 53 _ �, DITCH RD 03-1(2) W16-7p D3-1(1) - - 224+34 "S-1–A:' 37+12 50 48 W1 3-1–A(l 5) 1 5 51 M.P.H. + Q W6-3 ° 224+73 "S-1—A" + 38+55 32+70 + O 46 51 53 O 46 36+75 70 O x� 47 + 70 d- DITCH ROAD 52 ® 50 DITCH ROAD 47 Q Line 47 70 50 ONE WAY Z LLJ 46 h46 35+88 F � �, g53 \ 51 R6-1 R + U 225+55 "S-1—A" + a LEGEND 19, 51 , ' + SPEED D3-1(2) DITCH RD 48 50 - LIMIT 46 Line, Thermoplastic, Solid, White, 4" - 45 47 Line, Thermoplastic, Solid, Yellow, 4" 35+53 - 53 W11 A-2 O 27" ►► ► R2-1–A 45 48 Line, Thermoplastic, Solid, Yellow, 8" PIP .� YIELD 39+00 0 50 Line, Thermoplastic, Solid, White, 8" -- R1-2 W16-7p 70 70 � 2" — +15 51 Line, Thermoplastic, Dotted, White, 4" 24" Line, 48" Gap �"� W11A-2 YIELD LINE YIELD R1-2 III I +29 226+05 "S-1–A" 52 Transverse Markings, Thermoplastic, Cross Hatch Line, Yellow, 12", 20 Spacing W16-7p 53 Transverse Markings, Thermoplastic, Yield Line, White, 27" W2-6–A I 136TH ST �nD3-1(1) O70 " 35+41 Transverse Markings, Thermoplastic, Crosswalk Line, White, 24 225+93 "S-1-9 -.- Ground Mounted Sheet Sign 136TH ST W16-8(136th St) 15 W13-1–A(15) C) M.P.H. Lr) qqd– 34+10 I �Q Q w O O O O V/T ) DITCH ROAD ITCH ROAD Q Line Line "K N w w Z H Z_ J S S U I- 00 N M d' O N N N U N O O M 3 E d rn M U O O 0 HORIZONTAL SCALE BRIDGE FILE a ��������������„���►I�►►II���,�Nbb,��j,,, CITY OF J:.. q i°o, RECOMMENDED ” \\ s Tee iii/ 1 =30 0 R �F C I, VERTICAL SCALE DESIGNATION NO. M P; '� o .� FOR APPROVAL iZ-Le-o�+ N 0 . D N ENGINEER DATE N.A. _ � 10403306c /-v= SURVEY BOOK SHEETS o�.. STATE of :� - PAVEMENT MARKINGS & SIGNING DETAILS DESIGNED: AJB DRAWN: EAM \\� » » CONTRACT PROJECT NO. 17 of N NllA lll�,1,���������\\\\0\ CHECKED: JWA CHECKED: AJB BEGIN TO STA. 49+00 A 04-05 0 E o L L ilk 0 L0 04 C14 04 C*4 r M c0 W N tG Q + + + + , O ,. O O -f- O DITCH ROAD 4g +to DITCH ROAD LO Q W N H 71 1 :40 Z 2 .__I V Q 45 DITCH RD D3-1(2) M PRINCETON GT D3-1(3) 51+69 Z E STOP R1-1 —A U a• 51+68 i' o END PROJECT 04-05 p 6 STATION 61 +15.00 A � l IFS Pavement Message Markings, Thermoplastic, Lane Indication Arrow CD LI Pavement Message Markings, Thermoplastic, Word (ONLY) Q + 45 Transverse Markings, Thermoplastic, Stop Line White 24" O 46 Line, Thermoplastic, Solid, White, C + � re) + �, 47 Line, Thermoplastic, Solid, Yellow, 4 7 DITCH ROAD 71 Transverse Markings, Thermoplastic, Crosswalk Line, White, 6" Q Ground Mounted Sheet Sign Line W Z 46 C d O V + STOP s 0 EXISTING TO REMAIN IN ° PLACE I L LO o + INCIDENTAL CONSTRUCTION + i !a 3 1 I C i m U w I O C _O d 0P������ IIIIIIIIIIIIIIII I///��� HORIZONTAL SCALE wST � RECOMMENDED CITY OF BRIDGE FILE FQ•� p 1"=30' FOR APPROVAL � ._-�- - �z-ze-oy CARMEL _ VERTICAL SCALE DESIGNATION N0. N O • DESI N ENGINEER DATE CL x: 10403306 �= N.A. ° STATE of :`� DESIGNED: AJ6 DRAWN: PAVEMENT MARKINGS & SIGNING SURVEY BOOK SHEETS � �°'"" GNING DETAILS ONAL ��o����\\ CHECKED n n 18 of 52 �����1//1111111111111111111\������ JWA CHECKED: AJ6 STA. 49+00 A TO END CONTRACT PROJECT N0. I IL 04-05 L0 N N o a o � BEGIN CONSTRUCTION —_ " ' " ' YIELO R1-2 STATION 220+85.00 "S-1 -A" W1 1A-2 W2-6—A 136TH ST ,, 136TH ST � W16-7p Olt D3-1 1 226+05 D3-1 1 DITCH RD W16-8(DITCH RD) 224+34 225+93 END CONSTRUCTION } 15 STATION 228+35.0 S-1 -9 W13-1—A(15) ° M.P.H. .-- N + + 227+30 + L + + 36+75 A" 153 + 225+55 N WAY 136TH STREET - 52 47 ------------------------ 70 136TI STREET 47 Line "S-1 - R6-1 R Line "S-1 -9* 47 70 52 47 ' 70 + 46 + 46 224+73 + 35+88 " �� 53 � c y{: W2-6—A YIELD R1-2 [DITCH RD W16-8(DITCH RD) ��►►,� W11 A-2 224+22 .� 5 W1 3-1—A(l 5) M.P.H. � W16-7p 222+95 y Q C J LM' c^ IR EN 46 Line, Thermoplastic, Solid, White, 4" 47 Line, Thermoplastic, Solid, Yellow, 4" i i 52 Transverse Markings, Thermoplastic, Cross Hatch Line, Yellow, 12", 20' Spacing 53 Transverse Markings, Thermoplastic, Yield Line, White, 27" 70 Transverse Markings, Thermoplastic, Crosswalk Line, White, 24" Ground Mounted Sheet Sign I' E 00 N M d O O . N e N N t V N O M 3 a .n E CL 6i M U O N I11111111111111I HORIZONTAL SCALE BRIDGE FILE o�����w. eq� RECOMMENDED CI'T'Y OF 1"=30' S T ER... –� _ I Z.Z e-ay CARMEL P; '�� Fa ;'A FOR APPROVAL VERTICAL SCALE DESIGNATION NO. N 0 . DESIGK ENGINEER DATE N.A. 0 o` 10403306 1�_ ;• STATE OF ;: NB EAM PAVEMENT MARKINGS & SIGNING DETAILS SURVEY BOOK SHEETS O � DESIGNED: DRAWN: 19 of 52 SS \\ BEGIN TO END »S— —A" CONTRACT PROJECT NO. \\\\\\� ANAL CHECKED: JWA CHECKED: AJB III►IIII►►II� 04-05 o i i it I a p I , 1 0 ;33 i � � r L ;" d 9 ( x X {' r` it W W t { LO I If/ 1 STA. 37+28 "A" r — — - - - - — — - - - - `4 48 Ft. Lt. ' r \ F/ STA. 36+81 A 96 Ft. Rt. r v r . y ,.. ' Exist W Exist R/ r 1A 1` r , SS 1 lam Line "S-1—� Line —1 A t ' S ...W 1ji6TH STREET - c CaiE __a0_HE 0H�E _ 0H_E_ _tO iE 33 _ , 136TH STREET _-- - . t I I f g} r a F STA. 35+82 »A» \ 96 Ft. Lt. \ i 1 ''e I LEGEND STA. 35+35 "A" 4_ . . ® CABLE DUCT MARKER: EXACT LOCATION AND ARROW DIRECTION 49 Ft. Rt.I r `;__ -'` TO BE DETERMINED AFTER CABLE DUCT INSTALLATION , - -- - - - - WIRE, No. 4, COPPER, IN PLASTIC DUCT, IN TRENCH, 4 1/c CONDUIT, STELL, GALVANIZED, 2 IN E I LIGHT POLE & FIXTURES (WITH LIGHT POLE BASE, TYPE "A") g I N I { VGHTING POWER DISTRIBUTIO PANEL OCATION TO BE DETERMINED o v � 4 � r i M i U w O F— O C _O d J HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CITY OF 1» � � =20 FOR APPROVAL �rA I Z- z e -04 C OMEL VERTICAL SCALE DESIGNATION NO. o N DESIG ENGINEER 10403306• — DATE N.A. STATE OF :•� . :�\ DESIGNED: AJB DRAWN: EM SURVEY BOOK SHEETS c S/N01.... �\�\\�� DETAILS 20 Of 52 A1111111111��� \ CHECKED: JWA CHECKED: AjB STREET LIGHTING CONTRACT PROJECT NO. El C d b r This drawing i f ri Mf . n t recipient w' the G understanding that i 41 ed l W dn+*Wdh0&@ il#rs, nor used for any purpose of �` pOA A""d�°owl s"f°•r� written permission. Ar ml a ff d!"Q' ��ar,�ri*rr `nix IbMut+W au�f P'b ,fig G a V e K t a r S g E' t P' s' n r i k v i r 4 e R i l 4 l: B }. SECTION B—B 12 RAT RWT 7 Xtr VS a J18-16 EM T fly 1"/it IT h IQ � R Ora Haprw of I#vffp w 000 AOT OFA MMW fff 1N 6Y(SE V Gam'9-ME PLOP 11 f OffrAMY) X 1' /Vtx 8"D.v a-Sly - ff a-tvba T AJIVRfaprAof r1'M. a . ba T cpt7f POLE t /2'201 TO CONC. BASE WITH 1 - aamwir.4 r . CHAMFER: PROVIDE MOUNTING BOLTS AND kvm baT(4AT r ' VERY HIGH QUALITY H LAYOUT PER SMOOTH FINIS � SECTION A—A G s MANUFACTURERS 1T. � FINISH GRADE TEMPLATE Q1 E #6 AWG GROUND WIRE : Sp Ing Cl tl El e c trico� Mfg, Co, i ... mar"10-M N 1 R ? BE AW WSW a-PJ AF 1! -=9 rif.FA Ix15- FM'as NP-277 d • r GROUND ROD ' R �- Ifi�JV ,�Vf7�YV.�7-0 S1�'C ftrlST Zf WME AW N VESCRIP176W kWWWAW QW AW MW 4490raf1 ANK#09 PROVIDE #6 VERT. BARS, ` AX 1�+Y[�E� o � e PROVIDE #3 TIES AT 3" GUSTGIER ° O.C. AT TOP, REMAINDER (ftU r 041 Y02% SOB ® #3 TIES AT 12" O.C. 30 3 DIA. CONDUIT 5Xt- DRM gY.- DAIS R-0 NO! .0 LIGHT POLE DETAIL #rs 0.19k of-09-of 5100977 BASE TYPE "A" DETA I L LIGHT POLE N.T.S. U F V�- N.T.S. o V HORIZONTAL SCALE BRIDGE FILE RECOMMENDED CI'T'Y OF N.A. FOR APPROVAL IZ—Ze -o1-! CARPEL VERTICAL SCALE DESIGNATION N0. CD P •� N 0 . DE N ENGINEER DATE N.A. � 10403306cr_ LIGHTING DETAILS SURVEY BOOK SHEETS STATE of •`� DESIGNED: AJB _ DRAWN: EAM Of 52 CONTRACT PROJECT NO. /0NAI-1a��� \\ 04—OS CHECKED: JMJ CHECKED: AJB 1lllllllllllll a E SHEET SIGN & POST SUMMARY SIGN POST SQUARE PLAN SIGN SIGN SIGN ENCAPSULATED LENS 2.00 x 2.00 x 0.105 2.25 x 2.25 x 0.105 2.50 x 2.50 x 0.105 SHEET NO. LOCATION CODE SIZE METAL THICKNESS REINFORCED REINFORCED UNREINFORCED / LINE 0.080 0.100 0.125 POST LENGTH (ft) POST LENGTH (ft) POST LENGTH (ft) (in. x in.) ft2 ft2 ft2 1 2 TOTAL 1 2 TOTAL 1 2 TOTAL /A 32+70, Lt. W6-3 36 x 36 9.0 10.0 10.0 34+10, Rt. W2-6-A 30 x 30 6.3 11.5 11 .5 W16-8 (136th St.) 24 x 12 2.0 W13-1-A(15) 24 x 24 4.0 35+17, Rt. W 11 A-2 30 x 30 6.3 11.2 11 .2 W16-7p 24 x 12 2.0 35+31, Lt. W11A-2 30 x 30 6.3 11 .2 11 .2 W16-7p 24 x 12 2.0 35+41, Rt. R1-2 36 x 36 7.8 10.3 10.3 35+53, D3-1(2) 44 x 10 3.1 SEE SPECIAL PROVISIONS FOR POLE QUANTITIES 35+88, Rt. R6-1 R 36 x 12 3.0 8.7 8.7 36+75, Lt. R6-1 R 36 x 12 3.0 8.7 8.7 37+12, D3-1(2) 44 x 10 3.1 SEE SPECIAL PROVISIONS FOR POLE QUANTITIES 37+22, Lt. R1-2 36 x 36 7.8 10.3 10.3 _ 37+34, Rt. W11A-2 30 x 30 6.3 11.2 11 .2 W16-7p 24 x 12 2.0 -- 37+48, Lt. W11A-2 30 x 30 6.3 11.2 11 .2 W16-7p 24 x 12 2.0 38+55, Lt. W2-6-A 30 x 30 6.3 13.2 13.2 W16-8 (136th St.) 24 x 12 2.0 W13-1 -A(15) 24 x 24 4.0 39+00, Rt. R2-1-A (45) 24 x 30 5.0 10.2 10.2 51+68, Rt. R 1 -1-A 30 x 30 6.3 10.2 10.2 51+69, Rt. D3-1(3) 44 x 10 3.1 SEE SPECIAL PROVISIONS FOR POLE QUANTITIES D3-1(2) 44 x 10 3.1 /S-1-A 222+95, Rt. W2-6-A 30 x 30 6.3 _ 13.2 13.2 W16-8 Ditch Rd. 24 x 12 2.0 W13-1 -A(15) 24 x 24 4.0 223+97, Rt. W11A-2 30 x 30 6.3 11.2 11 .2 W16-7p 24 x 12 2.0 224+12, Lt. W11A-2 30 x 30 6.3 11.2 11 .2 - - - W16-7p 24 x 12 2.0 - 224+22, Rt. R1-2 36 x 36 7.8 10.3 10.3 224+34, (L D3-1(1) 44 x 10 3.1 SEE SPECIAL PROVISIONS FOR POLE QUANTITIES 224+73, Rt. R6-1 R 36 x 12 3.0 8.7 8.7 225+55, Lt. R6-1 R 36 x 12 3.0 8.7 8.7 0 0 N 225+93, D3-1(1) 44 x 10 3.1 SEE SPECIAL PROVISIONS FOR POLE QUANTITIES N N U 226+05, Lt. R1-2 36 x 36 7.8 10.3 10.3 0 226+15, Rt. W11A-2 30 x 30 6.3 11.2 11 .2 W16-7p 24 x 12 2.0 3 _ _ 226+29, Lt. W11A-2 30 x 30 6.3 11 .2 11 .2 W16-7p 24 x 12 2.0 227+30, Lt. W2-6-A 30 x 30 6.3 13.2 13.2 W16-8 (Ditch Rd.) 24 x 12 2.0 -- 0 W13-1 -A(15) 24 x 24 4.0 ni USE 1 127 1 52 1 16 1 1 1 1 1 248 HORIZONTAL SCALE BRIDGE FILE \\\ ............. CITY �� N.A. %_ CARMEL Fo•:� � FOR APPROVAL � iz-Z8 -oY VERTICAL SCALE DESIGNATION N0. N 0 . = DESIN ENGINEER DATE N.A. U = 10403306 . 0 O F STATE �0 r �.. DESIGNED: EAM DRAWN: EAM SHEET SIGN AND SURVEY BOOK SHEETS . •.!NO r N� Co� 22 of 52 CONTRACT PROJECT NO. /ONAL ` POST SUMMARY N //lllllllllllllllll\ CHECKED: AJB CHECKED: AJ8 04-05 0 TEMPORARY EROSION CONTROL QUANTITIES PAVEMENT MARKING QUANTITIES PAVEMENT MARKING QUANTITIES PAY LENGTH PAY W a z DESCRIPTION COLOR LOCATION LENGTH LENGTH DESCRIPTION COLOR LOCATION feet LENGTH m x z w Y Y V) z z (feet) ( ) (feet) X0 ¢ J Qw aw °aa i-- m _j 0— Zo (feet) LOCATION a w can 0 bi tz w 3 a a w w = � m - " „ Stop Line, J (D �. w ° Cl- v v a x White _ LINE A 45 Transverse Markings, Thermoplastic, p LINE "A* � z a z o o o o ° a` 0 a Pavement Message Markings, 'Thermoplastic, " 51+44 to 51+60 16 16 - cn Lane Indication Arrow 51+82 1 ea 1 ea White, 24 TOTAL 16 TOTAL 1 EA 46 Line Thermoplastic, Solid, White, 4" LINE „A" STATION TO STATION Lt. X t. (Ft.) (Ft.) (Ft.) (Ft.) (Ft.) (Ft.) (TONS) (Cyd•) (EA.) (Ea.) (Ea.) _ -- _ - - 32+70 to 34+50, Lt. 180 180 --- - - _ - --- -- 32+70 to 34+50, Rt. 180 180 -- -- Line "A" ---- - __ __ - -- - - - 51+62 to 52+62, Lt. 100 100 -- ------ 8 --- ---- White LINE "A" 61+10 to 62+15, Lt. 105 105 32+71 X Pavement Messa a Markin s, Thermo lastic, +48 X 1 W rd ONLY 52+22 1 ea 1 ea 61+10 to 62+15, Rt. 105 1 35 1 0 ( ) 35+48 X 39+85 X 1 TOTAL 1 EA LINE "S-1-A" 39 X 1 - -- 220+85 to 221+67, Rt. 82 82 +85 _ __--_ -- -- 226+85 to 228+35, Lt. 150 1 40+48 42+52 X 204 __ ---- _- __ 41 +50 X 1 -- - - -- _ 226+85 to 228+35, Rt. 150 150 - 41 +25 1 - - _ _ - TOTAL 1052 41 +55 41 +80 X - — 41 +60 X 4" 1 - 47 Line, Thermoplastic, Solid, Yellow, 1 __ - - - ---- 32+70 to 34+55 185 370 41 +60 X - 41 +85 X 2.6 - -- - - 61+15 to 62+15 100 200 42+08 X 1 - 42+08 _ _- - 1 LINE "S-1-A" X 42+20 X 2.6 - - - 220+85 to 223+40 255 510 42+25 42+60 X 226+90 to 228+35 145 290 42+50 X _- 1 TOTAL 1370 - - - 1 " 42+50 X - 1 48 Line, Thermoplastic, Solid, Yellow, 8" 42+60 42+95 X MONUMENT TABLE 10+0o to 13+48.72 348.72 349 _- 1 TOTAL 349 43+75 X _ 1 DISTANCE TYPE TYPE TYPE TYPE SECTION RE-ESTABLISH BENCHMARK 45+50 X " 1 STATION LEFT RIGHT CORNER MONUMENT 0 Line, Thermoplastic, Solid, White, 8" LINE 47+49 X m "A" "B" "C" "D" MONUMENT 10+81 to 10+97 21 1 47+75 X 1 LINE "A" 11+68 to 11+85 23 23 1 12+54 to 12+71 23 23 49+25 X 50+25 X 1 P.O.T. 32+70 X X 13+42 to 10+10 O 23 - -- - X P.I. 36+32.15 X TOTAL 9 50+2 5 X 50+83 X 1 - P.O.T. 39+00 X X 51 Line, Thermoplastic, Dotted, White, 4", LINE 50+83 X X 10+10 to 10+47 50 1 X _ 1 P.O.T. 42+05 X 24" line, 48" Gap 51 +00 10+96 to 11+34 50 18 _- X -- ---- 1 P.O.T. 45+00 X 51 +23 X _ _ - - - - -- 11+84 to 12+22 50 1 -- --- -- 51 +63 X --- _ 1 P.O.T. 52+00-- - X - - -X- --- - 12+71 to 13+08 50 18 ---------- --- --- 1 P.O.T. 61+15 X 52+30 X - __- -- - -- TOTAL 7 53+60 X _ _--- 1--- _ - _ _ -- - Thermoplastic, LINE "& - _ 2 Transverse Markings, p 54+74 X LINE "S-1-A" 61 61 - - ---_ ---- 32+70 to 34+ --- - - - Cross Hatch Line, Yellow, 1 T 54+74 X - --- _ _ - - -- - 54+90 X -- 1 P.O.T. 220+85 X X - LINE "S-1-A" _ 57+20 X -- _-__ __ -_ 1 P.O.T. 228+35 X X 222+40 to 223+40 37 37 57+97 X _ _ 226+90 to 228+35 50 50 57+97 X 1 TOTALS 5 EA 2 EA 1 EA 1 EA TOTAL 148 58+20 X __ 1 _ 3 Transverse Markings, Thermoplastic, LINE 58+33 X 1 1 Yield Line, White, 27" 35+44 to 35+52, Rt. 14 14 X 58+33 - - - _ 1 37+13 to 37+20, Lt. 14 14 59+20 X 59+75 X 1 ------------- -- — - - - 1 MAILBOX SUMMARY TABLE 5975 X - ______ _ LINE + -1- - _ _ --- 1 224+26 to 224+33, Rt. -- 14 14 60+35 X _ - 14 14 60+35 X 1 LOCATION MAILBOX ASSEMBLY 225+94 to 226+01, Lt. TOTAL 56 Lt./Rt. Sta. Single Double 0 Transverse Markings, Thermoplastic, Crosswalk LINE Line S-1 —A - - Line, White, 24" 35+19 to 35+27, Lt. 8 3 � 1 Lt. 33+37 - 1 35+19 to 35+27, Rt. 8 32 223+60 X _223+60 X - _ -__ _ _ 1 Rt. 44+56 1 37+37 to 37+45, Lt. 8 32 223+90 X 1 Rt. 43+19 1 37+37 to 37+45, Rt. 8 32 - - 1 Rt. 48+88 N 1 223+98 X --- _ _ - 1 LINE "S-1-A" N 226+30 X - 226+30 X 1 224+01 to 224+09, Lt. 8 32 TOTAL 1 EA 3 EA 224+01 to 224+09, Rt. 8 32 0 226+18 to 226+26, Lt. 8 32 ° - 0 6 226+18 to 226+26, Rt. 8 32 SUBTOTAL (Line "S-1 —A,) 0 0 — TOTAL ---- -- 204 8 5.2 4 8 30 LINE "K SUBTOTAL (Line "A") --- 71 Transverse Markings, Thermoplastic, Crosswalk -------- - - Line, White, 6' 51+12 to 51+75, Rt. 63 12 -- - - --- -- 8 6 4 8 36 TOTAL 126 TOTAL 204 ---- - 0 U U co N HORIZONTAL SCALE BRIDGE FILE CITY OF RECOMMENDED N.A. FOR APPROVAL �� --- ►z zs oy CA 1ML VERTICAL SCALE DESIGNATION N0. No . DESIGN ENGINEER DATE N.A.% �: 10403306 ct - SURVEY BOOK SHEETS o — - DRAWN: MISCELLANEOUS STATE of DESIGNED: EAM EAM 2% �� 'NO i ASP. C��� PROJECT NO. 52 ONAL ������� � p CONTRACT cn � CHECKED: AJB CHECKED: AJ8 TABLES 04-05 0 E PAVEMENT QUANTITIES AND APPROACH TABLE SURFACE QC QA-HMA MATERIALS HMA MATERIALS ASPHALT CEMENT ESAL-2 ESAL-2 ESAL-5 ESAL-2 ESAL-2 N FOR COMPACTED BEYOND R/W LINE HMA o a COMPACTED CONCRETE PG-64 PG-64 PG-76 PG-64 PG-64 Z M a AGGREGATE AGGREGATE `� w 77 GRADE EXCAVATION PAVEMENT APPROACHES SURFACE INTER- Z = DESCRIPTION �-, Z °z o w w INTER- INTER- w = o N0. 53 LOCATION (APPROACH ~' J `'"' ~ v w N0. 73 C) w a w ¢ FOR DRIVES SURFACE MEDIATE MEDIATE BASE BASE MEDIATE 3!: 3:: J m o o BASE TYPE OR -� �-, Q w < v a' Q REMARKS (STATION) ) o m o' I m = Z TYPE A TYPE B 9.5 mm 19.0 mm C19.0 mm 19.0 mm 25.0 mm TYPE A TYPE A n v v CLASS o Q o INCH LB SYD LB SYD "' INCH 1 2 CUT FILL 6 440 1430 165 330 275 330 550 300 440 330 990 165 275 1430 5 6 8 6 12 LIFT LFT LFT LIFT % % CYD CYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD SYD LINE „A„ DITCH ROAD 32+70.00 to 33+50.00 Mainline Resurface 214 67 27 67 328 67 33+50.00 to 34+60.00 Mainline 403 409 89 424 89 1769 1 89 34+60.00 to 35+55.65 Mainline 380 380 626 795 107 107 107 1553 107 Mainline 8,749 8,749 13,877 18,231 4152 4152 4152 39,880 4152 37+08.65 to 61 +10.00 61 +10.00 to 62+15.00 Mainline 411 416 430 1684 LINE "S-1 -A" 136th STREET _ 220+85.00 to 221 +90.00 Mainline Widening - _ _ _ 420 423 429 1700 221 +90.00 to 224+37.03 Mainline 996 996 1405 2057 295 295 295 4343 295 225+90.03 to 226+85.00 Mainline 377 377 624 791 215 215 215 1760 215 226+85.00 to 228+35.00 Mainline 541 549 568 2222 LINE "C" ROUNDABOUT 10+00.00 to 13+48.72 Mainline 830 830 1068 1695 3353 LINE "A" 33+55.0, Lt. Private Drive 12.0 28 15/15 5.0 x 53 6.7 6.7 6.7 53 6.7 39+41 .0, Rt. Private Drive 19.0 28.5 15/15 10.0 x 80 80 44+82.0, Rt. Private Drive 20.0 17 15/15 1 .0 x 53 53 45+24.0, Rt. Private Drive 18.0 18 _ 15/15 2.0 x 52 _ 52 47+97.0, Rt. Private Drive 12.0 17 15/15 1 .0 x 39 39 49+19.0, Rt. Private Drive 16.5 30 15/15 14.0 x 38 38 26 51 +43.2, Rt. Street Approach 26.0 46 40/40 216 862 Princeton Gate - LINE "S-1 -A" -- 221 +87.5, Rt. Private Drive 12.0 18 15/15 33 33 TOTAL _ 348 6.7 216 13,321 13,129 156 17,600 23,569 1851 4769 4769 27 4931.7 59,460.7 4769 504 6.7 26 QUANTITY 348 1.5 154 1099 1805.2 25.7 2640 3,888.9 916.2 394 656 20 7.2 14.8 4769 504 6.7 26 SYS 156 TONS TONS 1831 TONS TONS 4,806 TONS TONS TONS TONS TONS TONS SYS SYS I SYS I I SYS ������� llllllllllll lll������������ OF HORIZONTAL SCALE BRIDGE FILE 4Qd.� wsr.ee��F%� RECOMMENDED N/A FOR APPROVAL a4kAs�-- 12-28-6 y QOMEL VERTICAL SCALE DESIGNATION NO. DESI ENGINEER DATE N/A 10403306x'= � ' cW= SURVEY BOOK SHEETS °�;.. STATE OF DESIGNED: JMJ DRAWN: EAM APPROACH TABLE 52 24 of ANAL CONTRACT PROJECT NO. ���o`` CHECKED: AJB CHECKED: AJB 04-05 UNDERDRAIN TABLE UNDERDRAIN - LEFT EDGE OF PAVEMENT OUTLET - LEFT EDGE OF PAVEMENT UNDERDRAIN - RIGHT EDGE OF PAVEMENT OUTLET - RIGHT EDGE OF PAVEMENT J z ° z OUTFACE TYPE a �-- w ° `" u "' -1 BEGIN END PIPE cD w = a �`' �` Z OUTFALL TYPE m: 13 � J a INTERCEPT END w �' w � - c2 o �. �, < a REMARKS BEGIN END PIPE - w a 0 o Q a ? Y REMARKS W a c� � � � o a ►-. � Y w � o � o INTERCEPT END �-. w w wo PROTECTOR Z w z w z PROTECTOR °- z W o w TYPE z° ?z o a M w° TYPE C; ?z o cn 4 6 a 1 2 3 Q� < 4 6 N a c� 1 2 3 a STA. ELEV. STA. ELEV. IN. IN. % CYD. SYS. STA. ELEV. STA. ELEV. EACH EACH EACH N U' w FT. CYD. STA. ELEV. STA. ELEV. IN. IN. CYD. SYS. STA. ELEV. STA. ELEV. EACH EACH EACH t5 w FT. CYD. LINE "A" LINE "A" 34+60 889.19 35+48 889.01 89 1 .0 7.4 100 10 889.01 c60 tQ 35+48 ra e rom 34+60 889.38 35+48 889.19 93 0.2 7.7 105 12 889.19 37+13 891 .45 38+10 892.02 97 0.2 8.0 109 15 891 .05 Special Grade from 37+24 891 .48 38+10 891 .94 86 0.2 7.1 97 18 890.71 Special Grade from .37+92 fo 38±10 38+11 892.02 39+85 890.15 174 0.2 14.4 196 19 889.73 Special Grade from 38+11 891 .94 39+85 890.15 174 0.2 14.4 196 20 889.48 Special Grade from 38+11 to 38+28 39+85 890.15 41 +60 887.31 175 14.5 197 23 886.90 39+85 890.15 41 +60 887.31 175 14.5 197 24 886.65 41 +60 887.09 41 +98 887.17 38 0.2 3.1 43 23 886.90 pecia ra e rom 41 +60 887.31 41 +98 887.39 38 0.2 3.1 43 pecia ra e rom 41 +60 41 ±_ 24 886.65 41+ to 41 + 42+50 887.28 43+75 889.01 125 10.3 141 29 887.54 42+50 887.28 43+75 889.01 125 10.3 141 30 887.27 43+75 889.01 45+50 893.65 175 14.5 197 32 888.53 43+75 889.01 45+50 893.65 175 14.5 197 33 888.28 45+50 893.65 47+22 895.42 172 0.2 14.3 194 37 893.17 Special ra e from 45+50 893.65 47+22 895.42 172 0.2 14.3 194 38 992 92 Special Grade from 47+06 to 47+22 47+23 895.42 48+25 895.12 102 0.2 8.4 115 41 894.64 pecia ra de--Fro 47+23 895.42 48+25 895.12 102 0.2 8.4 115 42 894.39 Special Grade fro 47+ 3 47+41 47+ 47+41 48+25 895.12 49+25 894.80 100 8.3 113 46 894.32 48+25 895.12 48+90 894.91 65 5.4 73 44 894.01 49+25 894.80 50+25 894.48 100 8.3 113 47 894.00 48+90 894.91 50+25 894.48 135 11 ,2 1 152 48 893.75 50+25 894.48 50+83 894.34 58 0.2 4.8 66 50 893.83 Special ra e rom 50+25 894.48 50+83 894.34 58 0.2 4.8 66 51 893.58 pecia Grade rom 50+50 to 50+83 50+50 to 50+83 51 +00 894.38 52+30 894.92 130 0.2 10.7 146 53 893.91 pecia ra e rom 50+83 894.34 52+30 894.92 147 0.2 12.1 166 51 893.58 Special Grade from 50+83 to 51 +17 52+30 894.92 53+60 895.59 130 10.7 146 56 894.44 52+30 894.92 53+60 895.59 130 10.7 146 57 894.19 53+40 895.59 54+90 896.27 130 10.7 146 59 895.11 53+60 895.59 54+90 896.27 130 10.7 146 60 894.86 54+90 896.27 56+16 896.74 126 0.2 10.4 142 63 895.79 Special rad 55+83 to .6+16 Ge from 54+90 896.27 56+16 896.74 126 0.2 10.4 142 64 895.54 Special Grade from 95+85 to 56+16 56+17 896.74 57+20 896.46 103 0.2 8.5 116 66 895.98 Special+1 ra e+ rOOm 56+17 896.74 57+20 896.46 103 0.2 8.5 116 67 895.73 Special ra e rom +1 + 57+20 896.46 58+20 896.14 100 8.3 113 70 895.66 57+20 896.46 58+20 896.14 100 8.3 113 71 895.41 58+20 896.14 59+20 895.82 100 8.3 113 74 895.34 58+20 896.14 59+20 895.82 100 8.3 113 75 895.09 59+20 895.82 59+75 895.68 55 0.2 4.5 62 77 895.23 Special ra e rom 59+20 895.82 59+75 895.68 55 0.2 4.5 62 Special Grade from 78 894.98 59+75 895.76 60+35 895.86 60 0.2 5.0 68 77 895.23 9+75 ra6 e+ rom- 59+75 895.71 60+35 895.86 60 0.2 5 68 78 894 98 Special Grade from 59+75 to 60+05 60+35 895.86 61 +15 896.42 80 6.6 90 80 895.37 60+35 895.86 61 +15 896.38 80 6.6 90 81 895.14 SUBTOTAL 2419 200.0 2726 2429 200.8 2738 FT \ \\\�O \�11111�11111/ �///// RECOMMENDED N.A. �� INDIANA HORIZONTAL SCALE BRIDGE FILE �sr % N Q •°e�G eRFa ��% FOR APPROVAL N DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO. DESIG NGINEER DATE v 10403306 *'rr= N.A. STATE of ;:mow\ DESIGNED: KLV DRAWN: WSW UNDER SURVEY BOOK SHEETS DRAIN TABLE 25 of 52 ONIIAlllll11111\\\\\\0 CHECKED: AFB CHECKED: AFB CONTRACT PROJECT NO. 04-05 UNDERDRUN TABLE UNDERDRAIN - LEFT EDGE OF PAVEMENT OUTLET - LEFT EDGE OF PAVEMENT UNDERDRAIN - RIGHT EDGE OF PAVEMENT OUTLET - RIGHT EDGE OF PAVEMENT W a O (n O N J ° ° (" ° (p OUTFACE TYPE W Z i ,�, W z W Z OUTFALL TYPE _ c 0 � m � m a REMARKS BEGIN END PIPE INTERCEPT END o a n ? Y REMARKS BEGIN END PIPE J a a o INTERCEPT END !- ,.� x o Q Z3 c� W w w PROTECTOR v w w w w PROTECTOR Z °- w m w of °z o °z npE o o N °� w c�� °z o °z TYPE ° ;z o a c� � WM Z tR 4 6 cn a c' U-i = 1 2 3 tR 4 6 1 2 3 J STA. ELEV. STA. ELEV. IN. IN. % CYD. SYS. STA. ELEV. STA. ELEV. EACH EACH EACH N W FT. CYD. STA. ELEV. STA. ELEV. IN. IN. % CYD. SYS. STA. ELEV. STA. ELEV. EACH EACH EACH W FT. CYD. LINE "S-1 -A" LINE "_S_-1 -A _ _ -- - - --221 +90 892.78 223+60 887.21 170 14 191 - 85 889.73 221 +90 893.02 223+60 890.32 170 14 191 889.92 - 88 889.47 223+60 890.32 223+98 890.16 38 3.1 43 89 889.70 223+60 890.24 223+90 889.80 30 2.5 34 - - " " 891 .40 107 8.8 121 88 889.47 ---- 223+98 890.16 35+48 "A' 889.30 104 8.6 117 89 889.01 223+90 889.80 37+10 A 90 889.46 35+48 "A' 889.19 26+1 o e ro 37+24 A 891 .48 226+30 890.12 115 9.5 130 226+30 890.23 104 0.2 8.6 117 91 889.19 226+12 to 226+30 -- ------- -- - -- - - - -- 1 55 4.5 62 90 889.46 -_226+30 890.17 226+85 890.41 55 0.2 4.5 62 26+ o Grade from 226+30 890.12 226+85 890.4 _ 91 889.70 26+30 t 226+4 SUBTOTAL - 477 39.3 538 - _ 471 38.8 530 SUBTOTAL (SHEET 1 ) 2419 200.0 2726 2429 200.8 2738 SUBTOTAL SHEET 2) 477 39.3 538 - 471 38.8 530 TOTAL (ALL SHEETS) 2896 239.3 3264 _ 2900 239.6 32 ------ - - - -- ------ ----- - ----- - ---- - GRAND TOTALS 5796 478.9 6532 USE 5796 479 6532 INDIANA HORIZONTAL SCALE BRIDGE FILE RECOMMENDED N.A. s reRFO FOR APPROVAL I Z 2e oy DEPARTMENT OF TRANSPORTATION VERTICAL SCALE DESIGNATION NO. 0 . DE SIGN NGINEER DATE N.A. 10403306 SURVEY BOOK SHEETS 0 STATE of DESIGNED: KLV DRAWN WJW UNDERDRAIN TABLE 26 of 52 S�/�D�.. . �\\ CONTRACT PROJECT NO. ONIA11 CHECKED: AJB CHECKED: AJB 04-05 STRUCTURE DATA ui LOCATION FLOW LI N E ui z w f- w a MANHOLE, INLET, w w J o Z) � a p w o GRATED SAFETY o E- m SIZE z > UP DOWN > � w a O v Y X _ METAL _ CATCH BASIN, OR ui ov w z a Y = D v Z Z aw. w BOX END END �- °z X Z) w c� o w STREAM STREAM (A cn c� �'� a � o: o a REMARKS z STATION J o' a SPECIALTY �-, a t-- m U a cn SECTION w (n � 0 m cn SECTION z w cl- STRUCTURE w o z 0 V) Inches FEET FEET ELEV. ELEV. YR. CYD. TONS EA. EA. TYPE SLOPE EA. SLOPE EA. v LINE "A" 9 33+55.0 X 15 Pie 27 888.21 887.80 75 N 7.0 2 1 .7 2 10 35+48.0 X 12 K-10 Catch Basin 38 889.01 888.84 75 N 7.0 1 11 .1 11 Install W Hood 11 35+48.0 X 15 C-4 Manhole 121 888.84 888.42 75 N 7.0 1 64.5 13 12 35+48.0 X 12 K-10 Catch Basin 23 889.19 889.07 75 N 7.0 1 5.6 11 Install W Hood 13 36+73.0 X 18 C-4 Manhole 49.5 888.17 888.03 75 N 7.0 1 46.0 17 14 36+81 .5 X Existing Sanitary Manhole _ Reconstruct 0.5 ft & Adjust Casting to Grade 18 15 37+13.0 X 12 J-10 Inlet 63 891 .05 890.71 75 N 7.0 1 20.5 16 37+16.5 X Existing Sanitary Manhole Adjust Casting to Grade 17 37+21 .0 X 21 J-4 Manhole 259.5 887.78 887.12 75 N 7.0 1 307.2 21 18 37+24.0 X 12 K-10 Catch Basin 10 890.71 890.67 75 N 7.0 1 4.2 17 Install W Hood 19 39+85.0 X 12 J-10 Inlet 48 889.73 889.48 75 N 7.0 1 12.3 20 20 39+85.0 X 12 K-10 Catch Basin 5 889.48 889.44 75 N 7.0 1 1 .7 21 Install W Hood 21 39+85.0 X 21 C-4 Manhole 171 887.12 886.05 75 N 7.0 1 134.6 25 22 40+75.0 X Existin Sanitary Manhole Adjust Casting to Grade 23 41 +60.0 X 12 J-10 Inlet 48 886.90 886.65 75 N 7.0 1 13.2 24 24 41 +60.0 X 12 K-10 Catch Basin 5 886.65 886.61 75 N 7.0 1 1 .1 25 Install W Hood 25 41 +60.0 X 24 C-4 Manhole 42 885.80 885.70 75 N 7.0 1 20.3 1 26 42+05.0 X 12' X 6' Reinforced Concrete Box Culvert 102 881 .03 880.66 75 A 7.0 -- 484 27 42+08.0 X 12 J-10 Inlet 40 887.74 887.54 75 N 7.0 1 7.0 29 28 _ 42+08.0 X 12 J-10 Inlet_ 40 887.74 887.27 75 N 7.0 1 7.6 30 29______ 42+50.0 X 12 K-10 Catch Basin 48 887.54 887.27 75 N 7.0 1 10.1 30 Install W Hood 30 42+50.0 X 12 K-10 Catch Basin 4 887.27 887.23 75 N 7.0 1 0.9 31 Install W Hood 31 42+50.0 _ X 42 K-4 Manhole 37 886.06 885.90 75 N 7.0 1 27.1 1 32 43+75.0 X 12 J-10 Inlet 48 888.53 888.28 75 N 7.0 1 11 .9 33 33 43+75.0 X 12 K-10 Catch Basin 4 888.28 888.24 75 N 7.0 1 1 .7 34 Install W Hood 34 43+75.0 X 42 _ K-4 Manhole 119 886.93 886.06 75 N 7.0 1 102.3 31 35 44+57.0 X -- Existing Sanitary Manhole CL 36 44+81 .0 X Existing Sanitary Manhole 0 37 45+50.0 X 12 J-10 Inlet 48 893.17 892.92 75 N 7.0 1 14.8 38 N 38 45+50.0 X 12 K-10 Catch Basin 4 892.92 892.88 75 N 7.0 1 2.1 39 Install W Hood 0 39 45+50.0 X 42 K-4 Manhole 169 888.16 886.93 75 N 7.0 1 282.3 34 3 40 47+49.0 X 12 18" Pipe Catch Basin 1 D.I.F. D.I.F. 75 N 7.0 1 0.4 Remove Inlet & 30 Lft of Existing 12" Pipe 0 P 41 48+25.0 X 12 J-10 Inlet 48 894.64 894.39 75 N 7.0 1 13.9 42 0 42 48+25.0 X 12 K-10 Catch Basin 4 894.39 894.35 75 N 7.0 1 2.1 43 Install W Hood 43 48+25.0 X 42 K-4 Manhole 269 890.08 888.16 75 N 7.0 1 594.8 39 - 44 48+90.0 X 12 K-10 Catch Basin 4 894.01 893.97 75 N 7.0 1 2.2 45 Install W Hood T-T- 0 �0����w J •Bq��% RECOMMENDED HORIZONTAL SCALE BRIDGE FILE CITY OF N.A. P� N oERFOF� FOR APPROVAL i2 ZS O C� L VERTICAL SCALE DESIGNATION NO. SIGN ENGINEER DATE 10403306 l�pg N.A. ° STATE of DESIGNED: AJB DRAWN: EAM STRUCTURED SURVEY BOOK SHEETS s ENO i...... DATA TABLE 27 of 52 ���//// ��ONALI111��� CHECKED: JWA CHECKED: AFB CONTRACT PROJECT NO. llllllllllll 04-05 STRUCTURE DATA LOCATION FLOW LINE w z - z w o z SAFETY w w = V o J w o- XO z o GRATED METAL a MANHOLE, INLET, �- w w J o w M ¢ o w w SIZE Z UP DOWN w Q o v Y U v w ~ BOX END o �- m F- CATCH BASIN, OR w y o w � �., z a Y = v z z m w END v z REMARKS o w J o STREAM STREAM cn cn 0 v �i m w o ¢ cn SECTION w w SPECIALTY ¢ V) v! v SECTION z w z STATION a ui c~n v a STRUCTURE o m O N Inches FEET FEET ELEV. ELEV. YR. CYD. TONS EA. EA. TYPE SLOPE EA. SLOPE EA. v INE "A" nt. 45 48+90.0 X 42 K-4 Manhole 59 890.15 890.08 75 N 7.0 1 112.1 43 46 49+25.0 X 12 J-10 Inlet 60 894.32 894.01 75 N 7.0 1 18.7 44 47 50+25.0 X 12 J-10 Inlet 48 894.00 893.75 75 N 7.0 1 14.9 48 48 50+25.0 X 12 K-10 Catch Basin 4 893.75 893.71 75 N 7.0 1 2.1 49 Install W1 Hood 49 50+25.0 X 42 K-4 Manhole 129 890.28 890.15 75 N 7.0 1 231 .2 45 50 50+83.0 X 12 M-10 Inlet 48 893.83 893.58 75 N 7.0 1 15.3 51 51 50+83.0 X 12 K-10 Catch Basin 4 893.58 893.54 75 N 7.0 1 27.9 52 Install W Hood 52 50+83.0 X 42 K-4 Manhole 52 890.34 890.28 75 N 7.0 1 84.5 49 53 51 +00.0 X1 1 12 J-10 Inlet 15 893.91 893.83 75 N 7.0 1 4.4 50 54 51 +23.0 X 12 K-10 Catch Basin 42 893.47 893.26 75 N 7.0 1 24.4 52 Install W Hood; Connect to Existing Sub Surface Drain 55 51 +63.0 X 12 J-10 Inlet 38 893.66 893.47 75 N 7.0 1 23.8 54 Connect to Existing Sub Surface Drain 56 52+30.0 X 12 J-10 Inlet 48 894.44 894.19 75 N 7.0 1 13.9 57 57 52+30.0 X 12 K-10 Catch Basin 4 894.19 894.15 75 N 7.0 1 2 58 Install W Hood 58 52+30.0 X 42 K-4 Manhole 141 890.49 890.34 75 N 7.0 1 240.2 52 59 53+60.0 X 12 J-10 Inlet 48 895.11 894.86 75 N 7.0 1 14.9 60 60 53+60.0 X 12 K-10 Catch Basin 4 894.86 894.82 75 N 7.0 1 1 .7 61 Install W Hood 61 53+60.0 X 42 K-4 Manhole 124 890.62 890.49 75 N 7.0 1 226.4 58 62 54+73.5 X 12 18" Pipe Catch Basin 1 D.I.F. D.I.F. 75 N 7.0 1 7.1 Remove Inlet & 18 Lft of Existing 12" Pipe 63 54+90.0 X 12 J-10 Inlet 48 895.79 895.54 75 N 7.0 1 13.9 64 64 54+90.0 X 12 K-10 Catch Basin 4 895.54 895.50 75 N 7.0 1 1 .1 65 Install W Hood 65 54+90.0 X 42 K-4 Manhole 124 890.75 890.62 75 N 7.0 1 173.6 61 66 57+20.0 X 12 J-10 Inlet 48 895.98 895.73 75 N 7.0 1 15.3 67 67 57+20.0 X 12 K-10 Catch Basin 4 895.73 895.69 75 N 7.0 1 1 .6 68 Install W Hood 68 57+20.0 X 42 K-4 Manhole 224 890.98 890.75 75 N 7.0 1 439.7 65 69 57+97.0 X 12 18" Pipe Catch Basin 1 D.I.F. D.I.F. 75 N 7.0 1 0.4 Remove Inlet & 18 Lft of Existing 12" Pipe 70 58+20.0 X 12 J-10 Inlet 48 895.66 895.41 75 N 7.0 1 13.2 71 71 58+20.0 X 12 K-10 Catch Basin 4 895.41 895.37 75 N 7.0 1 1 .5 72 Install W Hood E 72 58+20.0 X 42 K-4 Manhole 94 891 .08 890.98 75 N 7.0 1 191 .8 68 73 58+33.0 1 X 12 18" Pie Catch Basin 1 D.I.F. D.I.F. 75 N 7.0 1 0.4 Remove Inlet & 16 Lft of Existing 12" Pipe O -- 0 N N 74 59+20.0 X 12 J-10 Inlet 48 895.34 895.09 75 N 7.0 1 14.9 75 75 59+20.0 X 12 K-10 Catch Basin 4 895.09 895.05 75 N 7.0 1 1 .6 76 Install W1 Hood 0 76 59+20.0 X 42 K-4 Manhole 94 891 .18 891 .08 75 N 7.0 1 180.3 72 O _ N H N � - U Ln C i� HORIZONTAL SCALE BRIDGE FILE J eq(�% RECOMMENDED CITY OF N.A. FOR APPROVAL 12-zg-oy C� L VERTICAL SCALE DESIGNATION NO. No . - DESI ENGINEER DATE N.A. O' 10403306 :rr DESIGNED: AJB DRAWN: CL STATE OF :� EAM STRUCTURE DATA TABLE SURVEY BOOK SHEETS j 28 of 52 /ONAL P�' �\\\ CONTRACT PROJECT NO. 0 ������ll//llllllllllllllll111\\\�\����� CHECKED: TWA CHECKED: A,16 04-05 L STRUCTURE DATA LOCATION FLOW LINE z w J w o SAFETY cy- _ o J w Q wo z z GRATED METAL 0 a MANHOLE, INLET, �- w w -� o F- w w 0 w o w SIZE z > UP DOWN > w Q i o v Y a o U w BOX END o �- m F- � OR 0 Cif _j I- z = _ � v � � z u END I-- z v lz _ V CATCH BASIN, w Y v w o- Y w m w 0 Q " N SECTION SECTION ui REMARKS D w o o a SPECIALTY cn STREAM STREAM cn N m z � z STATION J w 0 w z cn a STRUCTURE o 0 Inches FEET FEET ELEV. ELEV. YR. CYD. TONS EA. EA. TYPE SLOPE EA. SLOPE EA. 0 LINE "A" (crow 77 59+75.0 X 12 J-10 Inlet 44 895.23 894.98 75 N 7.0 1 14.8 78 78 59+75.0 X 12 K-10 Catch Basin 4 894.98 894.94 75 N 7.0 1 2 79 Install W Hood 79 59+75.0 X 42 K-4 Manhole 49 891 .23 891 .18 75 N 7.0 1 89.5 76 80 60+35.0 X 12 J-10 Inlet 39 895.37 895.14 75 N 7.0 1 13 81 F82 8 K 60+35.0 X 12 -10 Catch Basin 4 895.14 895.10 75 N 7.0 1 2.1 82 Install W Hood 60+35.0 X 42 K-4 Manhole 54 891 .29 891 .23 75 N 7.0 1 98.6 79 83 61 +15.0 X 42 K-4 Manhole 74 891 .37 891 .29 75 N 7.0 1 139.5 82 83A 61 +17.0 X 42 Pie 2 891 .38 891 .37 75 N 7.0 1 3.8 83 Stub for Future Project Tie-In LINE "S-1 -A" 84 223+60.0 X 15 C-4 Manhole 26 889.29 889.19 75 N 7.0 1 15.4 87 85 223+60.0 X 12 K-10 Catch Basin 3 889.73 889.69 75 N 7.0 1 1 .5 84 Install W Hood 86 223+60.0 X 12 J-10 Inlet 37 889.92 889.73 75 N 7.0 1 11 .4 85 87 223+90.0 X 15 C-4 Manhole 120 889.19 888.73 75 N 7.0 1 80.6 13 88 223+90.0 X 12 K-10 Catch Basin 3 889.47 889.44 75 N 7.0 1 1 .5 87 Install W Hood 89 223+98.0 X 12 J-10 Inlet 44 889.70 889.47 75 N 7.0 1 13.5 88 90 226+30.0 X 12 K-10 Catch Basin 100 889.46 888.97 75 N 7.0 1 68.2 17 Install W Hood 91 226+30.0 X 12 J-10 Inlet 43 889.70 889.46 75 N 7.0 1 13.4 90 E Lo 0 a N N N U N C) O O -- O d- d o) N H --- -- ---------- - U C a_ HORIZONTAL SCALE BRIDGE FILE \\\p�\\\\\\\\\\\\1111111 Illlllllll/ll/////////� ('! wsT...�q&�/ice% RECOMMENDED v OF N.A. Po Fa ,� FOR APPROVAL I z-ZB-oy CARMEL VERTICAL SCALE DESIGNATION N0. N O • DESI ENGINEER DATE N.A. % -u' 104033061:° rr CL U o SURVEY BOOK SHEETS STATE of :`�\ DESIGNED: AJB DRAWN: EAM STRUCTURE DATA TABLE �NAL CHECKED: of 52 CHECKED: JWA CHECKED: AJB CONTRACT PROJECT N0. /�q�l���llllll 04-05 n 33 + 50 900 900 8 895 95 8 890 90 8 885 85 880 880 A c 40. Af 0.2 V 00 00 ct 51 Vf 875 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 33 + 00 900 j, 900 895 895 8 890 90 885 885 880 880 Af 0.9 c C) CD v 3.1 Vf 0.5 00 00 875 , 8 75 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 BEGIN PROJECT STA. 32+70.00 32 + 50 900 E a E __. . _ 900 E c� t 895 895 890 890 gg 885 885 880 880 C) C) 00 00 875 875 E —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 V) C 0 U) U) O V) C 0 CITY OF 1 HORIZONTAL 0'SCALE BRIDGE FILE " = 1 CARPEL VERTICAL SCALE DESIGNATION NO. in = lo' 2 SURVEY BOOK SHEETS DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS 30 of 52 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PROJECT NO. 04-05 002 35 + 00 900 ; _ . _ ; _ �. . _ __ 900 i . n 895 a _ 895 —4— �— _—f-----t ' c o 890 _. . _ _u__, 890 t , 7 d 885 16 _. __ 885 , , f of ,6 Ac 12. 04 V 38."1 — ao ao f rn rn � � Vf 156, 9 R —' 880 880 —60 —55 —50 45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 34+ 50 900 _ . ,. _ ,.._ _ 900 f k _. I 895 _ _. _ _ _ _ _ , 4.. _ 895 fi t' j i ?. F 3 R ti y —r i i e e 890 , __ _.. 890 x t , 885 f „ . 880 _ � s 880 c , • a r A 28. Af 0..3 , c oo Sao Vf 1 2 4 1 875 _ ..._� __ _ _�._._ 875 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 34+ 00 900 900 i. +v t f 895 895 s � k i 890 ; _. _ 890 k 885 . __ . _ _ 885 s ' f 880 _ 880 Ac 39 e A f Vc 82.3 k 0 6 ao 00 i V f 1 .1 875 875 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 33 + 55 900 �. . _ _, w 900 +55 Ptivate Orive Req'd fit. q 4 /� �}, { f 895 4 _ 895 { 890 890 cl rt 885 +55."110..-Str i_ a._ _ __ .__r.. 885 �. f __ _ 880 880 ti s C C) I { CT d� 00 ;00 t 8 875 75 E —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 x kn co 0 U N (n to !n O U CITY OF HORIZONTAL N 0�SCALE BRIDGE FILE CARMEL VERTICAL SCALE DESIGNATION NO. 1" = 10' U N O SURVEY BOOK SHEETS DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS 31 of 52 0 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PROJECT NO. 04-05 003 0 -In Roundabout In Roundab_�_ 36 + 50 Z 900 c" _ 900 a + r , i 895 . 895 .. ) a 9 , , R 890 __ _ _ ) _ _ 890 R , Y •8 8 Si42 r 9 ' 1 885 885 ! V 880 880 —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 Roundabout In Roundabo t 36 + 32 . 15 900 _ 900 I , I ^ , 895 895 i 1 s 890 t_ 890 3 s ) 885 ' 885 r F { 00 �� 3 j , 880 _ 60 —55 50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 3 8 80 — — 5 40 45 50 55 60 In Roundabout 36 + 00 In Roundabout- 900 _ ,F _. 900 895 895 890 890 a l y ) 885 885 r k Oo 880 � _ � _ _ ; _ co � _ �_ 60 55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25. _.. 3f0 __. � 880 — — 35 40 45 50 55 60 (D N z 35 + 50 z z L 4.1 c L 900 900 CD t 0 r ) ) W 0 ' V�WVtiJJJ r , 895 _ s + 895 , ' 890 890 12 8 8 07 8 4 ", 2' 19 OO " 12 SH� " ) 3 o f8 °1 ';8�9. r ;. 127..;$89.01 k.. _ # © 885 . A 14 4 885 N ~8�8 0 N N f — 39 a 3 V 25 V f 52.2 880 c ' _ 80 x —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 V) 0 0 _6 CITY OF HORIZONTAL SCALE BRIDGE FILE 1 = 10 U CARMEL VERTICAL SCALE DESIGNATION NO. O 1" — lo, CL SHEETS CROSS SECTIONS SURVEY BOOK o DESIGNED: JMJ DRAWN: EAM 32 of 52 DITCH ROAD 004 CHECKED: AB CHECKED: AJB CONTRACT PROJECT N0. 04-05 38 + 50 905 _ s _ 905 3 ; , , ' t pp 8 ? M 900 � s _ s , _ _ a E � r _ y € 900 — 895 : 895 , p ± A 4 r 890 _ y .. __ ._ 890 885 __ A .. 10 .9 _ f 1 .6 885 Ac ca Sri A 3 Vc 156.4 =1 3. 880 _ _. _ _ 880 –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 38 + 00 905 _ w t 905 V t , 900 J.. 900 a i.: a -3 y : .. _. .. 895 895 a r 890 890 - j) a , r V ` S .. ..... :. r t u f V, _ .. _...._ ._ .... .. ..._ 885 � $ _ __ _ 885 A � 64.E ;; �' = A f r c Lo n n i C ` t ' 1 3 a c 10 .4 Lo –4 V Vf 880 { ` 10�5 880 . . ._ ._ = , 5 –40 –35 –30 –25 –20 –15 –10 –5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 37 + 50 0 z z. _ Z _ _ _. 905 905 $ . � 900 900 N. $ j V i ,- 895 — _ — _ .. 895 7r, 4 P 890 890 12"; 91 .0 12" 890.71 1 ';888.97 . ._ _ 885 885 = 2 "� 90 , r� 1 r Act 47.E Af _ 9 2�';8 �7 2 ";887°83but I Vc 0 - Vf 0 4 80 : 8 880 —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 37 + 00 In Roundabout In Roundabout- 905 905 9 4 , , gg , 900 N 900 r. r 895 : – 895 d 1 —F— 3 890 890 U S s e 885 _. . 885 �n 4- _ r I y , r b F = 3 t < V M�y� M�y� 1 § V ' W `W 880 880 E –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 X V) 0 U N (n N !n O U CITY OF HORIZONTAL BRIDGE FILE VERTICAL SCALE DESIGNATION NO. CARMEL 1" = 10' U N O SURVEY BOOK SHEETS DESIGNED: JMJ DRAWN: EAM _ CROSS SECTIONS 33 of 52 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PR 04C05N0 9 a 005 0 40 + 00 CD clllj cli O 6 6 9 905 05 LO 900 900 Lci 00 c D + j 895 895 4�, 8 890 90 1 Z';889.48 ;889.73 885 M N I - 885 A �61 c f 12";88944 21 ;887.)2 cn (m �v c 174.1: Vf 5 00 00 880 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 39 + 50 9 905 05 g 900 oo —4- 895 1 895 890 890 k t t E ` } � I y 885 i 885 A i 2� Af 0 ci LO "q- m 0) V 231.2 Vf =i 0 c 00 00 880 880 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 39 + 41 +41 .0 Private Drive Req'd Rt. 905 905 9 900 00 -Lay ....... 895 895 - ; , . � +2%� 8 890 90 11 -i 885 4 885 0) 0) 00 00 880 i 880 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 5 0 5 10 15 20 25 30 35 40 45 50 55 39 + 00 9 905 05 E c� 900 goo 0 L::43 CA 895 j 895 cd J1 890 890 885 § o 885 Ac�= 12 .2 Af 0 0) �m V c 218.6 00 00 Vf 1 .5 880 880 E —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 x V) C 0 In In 0 (n C HORIZONTAL SCALE BRIDGE FILE CITY OF 1" = lo, ro VERTICAL SCALE DESIGNATION NO. CaMEL u 1" = 10' o DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 34 1 of 1 52 CHECKED: AAJB CHECKED: AJQ DITCH ROAD CONTRACT PROJECT NO. 006 04-05 N 42 + 00 Z z 900 : 900 t M1 895 __, ..... 895 r 3 k , n ! , S $ ss { t e i t f 890 a 890 . s o xi —r k 1 t;887.y4'0ut 12".887.74 ' 1 2"'887.74Out ' 885 -�- 885 —1 —--+___J ' s , t q 880 880 875 3 875 5 A & Af 265 i4 r s C 0 � — { V� 4.6 V f 361 ` ao rao 870 _ _ �.. _ 870 —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 41 + 50 N N � N O O O Z 900 CIO 900 E Y E 1 � ; CIO t 895 895 t s f t P , ' t i 890 ----- — 890 y 1 __ .__._ 885 2 ";88s:Q5;In k 885 , , 1 ;886'90 12'`,886. 5 , t 885.8b•Out ` 880 s _ b? __. _. E 880 , t A� 1 4 i Af 125;2 t 0 121",88: f V 3. ! 210.;3 875 c` Vf _ ._ co �.. _ ..__ '.._. _._ 75 ao a 0o 8 —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 41 + 00 900 900 , 3 f a 895 � � �. . _ .. _ _ h 895 890 .�.�. _ _ 890 , w 885 885 1. 880 880 , Ac 2.5 Af - 101 O V� 1 1 .2 s o � V f = 175.6 875 _ 875 —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 40 + 50 900 900 CIA g „ f 895 895 . .. - i o — 7t7 t t 890 890 r E , r ` s , , 885, , ; _ r �. _ .- _.__ . .� ,_ ., _ r a � _ _ � . _ _ _ ._. a.... � Y. 885 99 s � d 8 880 80 1 > Ac 9.& , A f 87 7 N 3 V 4- 65. 4 Vf = 88.7 r r ; rn ;rn 875 _ _ oo °° z 8 75 : E —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 X c 0 u U N kn In 0 O L U !n C CITY �F HORIZONTAL BRIDGE FILE rr CARMEL VERTICAL SCALE DESIGNATION NO. 111 _ 101 N O L o DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 35 of 52 DITCH ROAD CONTRACT PROJECT N0. 007 CHECKED: AJB CHECKED: AJB 04-05 0 C14 43 + 50 z: 900 goo CD D LO 895 895 + 890 890 Out 888.28;11 ,888.53,0 ;8 27; 28;11 4�1, ;886 1 n. 885 885 di 0) 1 2► ,888'.'2&Ou 41'.6 Af` 12.8 Ac= 427;8E8.24;Ih v 61.2 V' 38 c f 00 00 880 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 43 + 00 900 900 895 895 890 890 88 885 4 5 880 880 A 20 Af 28.2' c c V 31 Vf 97 00 00 c 875 875 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 cy) 42 + 50 rr) c; 900 900 c? 895 895 + + 890 890 e) 127AT50n 1,27:88).54:06t 12-;897.27;Ih' 885 -4- 885 42°-086 1 t;887.�7-Out, 42""�886.06 1 11 ; 880 ;In Out 880 A §.3 Af 76.6 Act o `0 V 11.9 cy) 0) Vf -3, 16.7 i co c 00 875 J11 875 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 42 + 05 900 T . ..... goo 895 895 E c� 890 Cq 890 F— -7- ---------- O Existing Dia Culy N 885 885 -4- �0.36k 4— 880 880 +05.0 S t'r. No. 26 Proposed 12' x V Reil f. Co�� crete' Box ulve& 8 0.66 o 881 .03 s F[� 875 875 00 SuriVed '21 Belo Exi ting w Uni 6 cn CD 00 i 0) For Possible Future Channel 4rading 00 ;00 870 870 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 65 70 75 80 U) c: 0 Q) to to HORIZONTAL SCALE BRIDGE FILE CITY OF 1" = 10, VERTICAL SCALE DESIGNATION NO. CARMEL f 10, 174, q DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 36 1 of 1 52 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PROJECT NO. 008 04-05 _j 45 + 00 905 n 905 900 _ _ __ ° 900 " - it " r �.. I i _.3 ; _,� Ke895 __ _ 895 ystone _ k x a i pp Retaining Wall I v 890 _ 890 : u 885 12 5 _ 0 _ 885 A = co ;Lo c A f V 180.6 °' °' _ o ;ao V f 0 880 1 7 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 44+ 82 905 905 , « 82 vate r 'd a �' �i ;D ive �e 900 _ 900 t 3 f n ft ..�.... , 895 _ _ — —` 4 t 2� 7 _ 0 895 Keystone I Retaining 'Wall s 890 890 : t r u 885 t ' 885 s r. 880 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 44+ 50 905 905 900 900 " a 895 _ _ _ _ _v ..__.�_..` _..� _ 895 Keyttone 890 3 Retaining Wall 890 } X t r r Y , 885 _ 885 Ac V = 67. 0 c 101 rn rn Af i 00 ;00 Vf = 7.1 880 __ _ . _ _ _ _ �_3 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 44+ 00 900 : 900 N 895 -- 895 890 _ 890 o © 885 48 N a .A . 7.7 i... _ _ _. 885 Ac , V X83.1 ° ° Vf = 19 3 C , 00 ao 880 880 E —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 M sn C O U N N !n O U N C _6 d CITY OF HORIZONTAL SCALE BRIDGE FILE 1n = 10' U CARL VERTICAL SCALE DESIGNATION N0. O IL 1n — 10' L CROSS SECTIONS SURVEY BOOK SHEETS o DESIGNED: JMJ DRAWN: EAM 37 of 52 i 009 CHECKED: A�JB CHECKED: AJQ DITCH ROAD CONTRACT PROJECT N0. 04-05 46 + 50 910 910 905 _ 905 i K a a 900 -- --- --- —-- - 900 Keybtone e 895 895 Rat nr g YaII , o b 890 890 qc ° 1 0 o ao o f S" c 26 .4 rn o Vf -_ 0 885 ' _ - ,.Y._.. ... 885 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 46 + 00 910 910 905 _ 905 i ` kk 900 900 ' Keystone 895 895 �y yryy y�y 7q' i Retoi i lg �WVff_ t r 4 v i y 890 _ q 144.3 a _ o _ 890 c rn � A f 0) 10)265.8 oo C V 885 885 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 45 + 50 00 910 . _ "' M 910 i , 905 905 " : CD ' ° 900 900 : a q 895 Keyt4ne 895 r : R e t i d Wing Wall _ ' 1 Z;893.17;0ut� 890 ' 8 ' 12 2.92; �n Ao 142.$ of_ p z 12" 892.9u `,� _ 890 00 r- 250 V =j ;8 _t. �a - f o 1 88.�16;In '& 0 0 92A8;In Out 885 2 '8 4 � . �_ _... _ ...0 - 885 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 45 + 24 910 910 k N x-24 PHvate Drive l eq'd 2t. 905 905 n �, 900 __• __ r k r a Y 900 t — — q 895 " Keystone 895 Retoining ;Wall 890 _ 890 CT r s t 3 I� Cfl 4 cn a M 885 oo °° X - - - - - - -` _ _ 885 60 55 50 -45 40 -35 30 25 20 15 10 5 0 5 10 1 - - 5 20 25 30 35 40 45 50 V) C O U N !n O U to C _6 d CITY OF 1n - ,o' HORIZONTAL SCALE BRIDGE FILE CARMEL VERTICAL SCALE DESIGNATION NO. CL U O O 1" - 10' DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 0 38 of 52 010 CHECKED: A JB CHECKED: AJB DITCH ROAD CONTRACT PROJECT NO. 0 04-05 48 + 00 905 905 900 .. r 900 -- 895 895 a Y Y j 890 75 890 Act . 2 Af — 11 .2c cn 00 V 16 .1 rn rn — i a c ao oo , V f 13.5 885 - 885 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 47 + 97 905 905 ' r , P riv6te Drive R e�'d Rt Y u a 900 — _ 900 a . — — '" y 895 895 , j x t t , i I 890 l ? s , 890 C6 q6 3 k s °' rn 1 oo a 00 885 885 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 ° 47 + 50 z 910 910 {{ , Q 905 905 , , —� 900 900 i 2 i 895 , 895 1 � t , i 12"; ; D.I.F 9 890 3 4 890 Ac 1 A �� a C) Sao t V .Af `. 885 , c 224.1 rn � V f 3.1 t _.._. 885 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 47 + 00 910 g 910 b i , " 905 _ ( : 905 " 7 r '.. ,...,.a.w c Y Y 900 - _ 900 ° U 895 _. _ 895 I i © 890 _ � A.. ' O � __ , " A 136.7 _ f 890 h' C Y c 3 I oo Sao f Vc 256.4 rn _ V YO 885 ' 885 E —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 x V) c 0 cnU N N O u I c _6 d CITY OF HORIZONTAL SCALE BRIDGE FILE 1" = 10' CARMEL _ U VERTICAL SCALE DESIGNATION N0. 1" - 10' SHEETS CROSS SECTIONS SURVEY BOOK o DESIGNED: JMJ DRAWN: EAM 39 1 of 1 52 DITCH ROAD CONTRACT PROJECT N0. 0 011 CHECKED: AJB CHECKED: AJB 04-05 0 49 + 50 905 905 j P , 900 — — — _ 900 T 1 , 895 _. 895 f s A� 0( 5 890 890 . � a _ a_ o u� , 1 rn f rn Vf = 53.4 Vc 19E .2 oO ;oa f . _._. 88 885 . ......_ _ . _. _ _ .._. 5 —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 49 + 19 910 _ _ 910 s s ; e +1 Privote Drive Re"d Rt 905 ,. . ; _ �_ _ n .. � . _ �. _. 905 , i 900 900 , e 895 " _ 895 4. s } dqU 890 ' ... s B a t 0 tq6 co � r r 885 __ _ 5 —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 Z 49 + 00 z z 905 _ c/) 905 900 k , C�l 900 _ _ — . , , , 1 x 895 895 1Z' 40 12,';894.$2;Out 890 890 1 ' ,8941�;Ou SHEETS A = t 11.4 s Af = 9 42 X890.1 ,In 8d Out F C— V �— 79.5 ; 4 V — 18.6 0 � ",8 7,I t ' `12 39 h 885 885 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 N M Z 48 + 50 z z E ..... _. N 905 905 �_ 0 ; N } , a LO ° 900 900 N k , , a 895 895 U 2, , 1 V , 12�';894.64;Out '•8 94 39, n 890 } 1 Z;894.49;10 890 0a 42"'-890.O�;In & Out Ac 82.5 Af 11.1 y 127;894.�5;In cy V� 146 V f = 20.6 ao 00 _ '; 885 885 E —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 X 0 0 ° CITY OF HORIZONTAL 0 SCALE BRIDGE FILE VERTICAL SCALE DESIGNATION NO. CAMEL 1" = 10' U O DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK 40 of 52 0 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PROJECT 0 04-05 0 012 0 51 + 43 905 _ R ' . 905 + Street Approach s 40':1 VC 'a eQ � f t j 900 —_ - , --�-- — _ 900 895 895 r, , r t f 890 fi_ _ . .._ _ . _ _ _ ' .. ..... __._ 890 s. > ! Y E A 00 # r ! i 885 8 85 r , —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 ro � Ln U-) 51 + 00 Z Z L .1 905 _ ; s t __ 905 3 4 O y ; { t i •' i � M 4 1 B 4 900 ; _ + __ 900 , - _ y E f 895 895 e t g.._. ,y.. 12";83.91;�ut 7 & Ouf 890 �. ' ' `L 890 A� 13",6.1 Af 0 ' , i V X250.2 r y� `sVf 1 .8 C , 885 _._ 85 ._ _ . 8 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 CD N U-) LO z 50 + 50 z z EXISTING WALL 905 r +' _ 905 £ p... (�. r ..p.. 5 p(J 900 - _ _ __ ;. _ _ _ _ _ .. _ .. ;_�__ 900 f � 895 895 12 •883.58• n '•8 2" 64I 890 93, 3 Out: 1_ ; 93.2 n . 890 A = 34.1 8 c Af — 1,9 Vc= 131.3 Vf= 5 6 12";89154;In 42';890. 4;In Out 885 _ 885 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 ; 50 + 00 z z EXISTING WALL N 905 905 '-L O r y Ld o ; 900 r __ _� _._ �, _.. _ _ __ .. _. _._, ' - 900 Od �k.. j i p.., :. . t N 895 o 895 12";893.75;ln k A = 15.7 0 70t; ;0ut32.. _,a�� ,$ 375, . 890 . _ _ .� 1� 9 __ .. _ ... ... 890 � 4 ' 3 3 Vc= 100.2 Vf = 9; rn rn 12";80.71;in 427;890.28;I0 & 06t 885 c _ : _ f 00 4 00 ' 885 X —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 Cn C O v N U) U) O U C 6 CITY OF HORIZONTAL SCALE BRIDGE FILE 1 = 10 U C L VERTICAL SCALE DESIGNATION NO. IL 1 = 10' CROSS SECTIONS SURVEY BOOK SHEETS 0 DESIGNED: �MJ DRAWN: EAM 41 of 52 013 CHECKED: AJB CHECKED: AFB DITCH ROAD CONTRACT PROJECT N0. 0 04-05 53 + 00 910 . 3_ 4 x .. ,_ _ 910 t EXIStING W ALL 1 3 905 905 f 900 t — __ _,_. .. _ 900 895 _ 895 r d i 1 890 890 z 0 Ac 12 .7 A f 1 4 t o ao t V 25� r rn f V _ 5 0 885 . c _ °' ,oo ? , f . 7 _. . r, 885 -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 52 + 50 910 DUSTING WALL 905 905 x q e { 900 — — ; .� 1 ....._ .._._ _ -- _ _ _ _. _ � 900 y 895 A _. 895 _ - i 4 � k y i t t a r - { 890 Ac 140.3 o A f _ ± 890 1 V 264.3 1 _k 0 ti 885 _ °' 885 -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 r- 00 LO Ln Ln z 52 + 00 z z i D(ISTING WALL 905 ? 905 r i , x CD — .., .,. 900 _ 900 895 ; _ _ __ . - + 895 1 1 s t 890 1. ►►,894,44-Out �, r 1 4 . , 890 k Ac= 145.1 Af_ 2'x;H tglOut ` r Vc= 266.1 Vf = 12";894.15;In 4 ";890.49;In & Out s 885 ;._ _ - 885 -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 Ln In Approach- 51 + 50 (see prev. section) z° L N 905 _ _ _ _. 905 1 f r ¢ t.. � .. ..f I 4 1 }j O �y 1 t s t + f s r N 900 _.. 900 t , ; r s r 895 895 i Y e { P 890 1 3.6 at 890 ..,. � � r 4 c� A 14 .3 r- - 0 ,. C Af rn 3 3 Vo 257.8 Vf - 0 885 _ ... ._. . __. E -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 515 60 6,5 70 7' 885 x 5 0 U N to N O U !n C 6 HORIZONTAL SCALE BRIDGE FILE CITY OF 1" = 10' CARMEL VERTICAL SCALE DESIGNATION NO. 1" = 10' 0 L DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 42 of 1 52 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PROJECT N0. 014 04-05 0 co 55 + 00 co co 0 0 0 0 co 910 910 r , N Ln EXI�TTING WALL. 905 : ; _ _ _ _ s .__ 905 , o s Y i i. 4 r 5., t.. ` i K 3 [ jt } ; Q Y y � j. i E y + S d + ? + } f < s 900 7- — ... _ __- . 900 a 895 _ 895 12�';895. 9;Out 12";8g5.54;In 890 Acs 63.4 Af= X4.1 _ 1 ,89 4 ' 90 • n . tQ:I.F 890 t 5. 4,0ut 2 Vc� 128.8 Vf= X42.5 12";895.50;I� 7 ►8 .7 ,I 8 Ou 885 _ _ _ __ _ _ _.. _ 885 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 54+ 50 910 _ _ 910 d EXISTING WALL 905 905 ; ' -- 900 900 r s , 6 895 _ __ � � � , :_ �. � �. � d 895 r t 890 A� 75. � o Af21 .8' __ 890 r V� 151.3 rn o Vf ={ 31 .8" 885 _. 885 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 54+ 00 910 j 910 , Y EXISTING WALL 905 $ _ _ __ 905 7 r i 900 ---- . .— _ --— — 900 r , ,4„ i o r a ; ' r ; , 895 _ _ v , 895 r � E r � r 3 n r i 890 � F ?sa _ _ 890 A�� 94. o Af 12 5 i ! t !0) � f 73 ; ao V 19 .7 a°, V 1 885 ! 885 —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 Ln 53 + 50 0 0 0 0 910 910 g a t 1 ; EXITING WALL 905 z__ _ _ t_ j _ _ 905 CD z �1J N _.. 900 900 - + + + 4 U r — N r r, 6 895 a _. 895 12'';895.11 ;Out 12";894.86; n k 890 A 113.E A = �6.2 s,� '1 894L S6 Du 2 0.6.. & t 890 r , t c f o oo n u t o rn � �, � 4 ";�9 2;I 10 p Vc4 225.6 Vf= t5.7 12 �f94.82,In Q, 00 885 885 E —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 x V) C 0 O N U) N N O U to C CITY OF HORIZONTAL BRIDGE FILE Cj0MEL VERTICAL SCALE DESIGNATION NO. 1" = 10' El 0 CROSS SECTIONS 0 DESIGNED: JMJ DRAWN: EAM SURVEY BOOK SHEETS 43 1 of 1 52 DITCH ROAD CONTRACT PROJECT NO. CHECKED: AJB CHECKED: AJB 04-05 a 015 0 57 + 00 Z 910 z Z _ 910 _T EXISTING WALL ° t .. N 905 cb 905 ; _ _ � a C s F I p F E 900 r u � + 900 — �TM -- p ` 4 895 ; � � 895 x 1 ';895. 3;In r r "' >98;Ou 890 890 a _ 1 95. u � 1 ,895# 1 ;$ ( C 2� 'Ac= $3.8 f= " .�3�0 # ; o !rn c o a, �� ¢ 42 :;890.96;In � Out VC= 9!9.8 Vf= 28.3 Q, 1 V";895#69;In '. 885 885 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 56 + 50 910 EXISTING WALL 1 } , s a . # 905 905 , se , 3 900 Y i n P f 900 r a 895 895 . r ` 890 _ _3i.. 890 A 54 A f —' 1 C i d q e 0 o V = 10.6i VC# 102.6 rn C" f 885 885 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 56+ 00 j 910 910 r EXI IN WALL j SST G f ` i r 905 905 F S 9 i 900 i 900 f � # a N E tp 895 895 , . 890 w 890 _. = 17. 56. Af r r AC o o F , VC� 100.5 rn rn Vf - 85 3361 8 885 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 55 + 50 910 _. . .._ _ _. ., .. ... ..._t 91 EXISTING WALL E > r i 905 905 k J. a N 4 _..... ...._.._....1 o — — — — _.__ 900 900 f , 895 895 ; . , # 890 v " Y.. K 890 -rte Act 51 17 o vi Af .6¢ s r Y 18 — 39.5; 85 o >rn — VC 106.6 rn r oo ? Vf F 8 3 CT 885 50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 E X N C O U N cn N co O U r� HORIZONTAL SCALE BRIDGE FILE U) CITY 0 1" = 10' VERTICAL SCALE DESIGNATION NO. CARTEL 1" = 10' SURVEY BOOK SHE o DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS 44 of 52 Q CONTRACT PROJECT NO. CHECKED: AJB CHECKED: AJB DITCH ROAD 04-05 0 016 59 + 00 910 , r 4 EXISTING WALL ; cn 905 _ _ e Q 905 r ' , ; _r— ,_..,,900 900 k# k ± s V 895 895 d a y t 1 a a t j s g 3 t i Y 2";895.34;00t 890 _ + � 1 50 n Ac= $2.9 ;Af = ;8 9;Ou 6.9 12 95 O vi y t t , e. Vc= 739.7 Vf = 1$.1 Q°, 12";895.05;In 4 ",891 18;In & out 885 _. _ _ ;_ _ L_ � 885 —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 Z 910 910 a ` "' EXISTING WALL 905 _ _ - 905 : 3.. t a �. a { 9 k f a 9 e + 7 F : 900 900 895 895 1 f , 890 ' { _ 890 , 2» f A 68 A , 12.7 c f , : o z� " ; Vc 121'.6 Q°, Vf = 30.5` 885 _ __. _ 85 8 —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 + 00 Z z z Z 910 r : : EX WALL C/) I "TING 905 _. _ _ _ 905 c u ) I 1 t T $ a 900 — — — 900 : -- __ E , 895 1 895 12"; D.I.F'. 1�'•895a 66 Out 2° _ _ 1 890 ;8�5 41;�n 890 A_— 63.3 _ A — 20:2 Ac= f � ai ;. 12-,-89 5.41;Out , Vc— 113 1Xf— 34.4 0°, 1 ";89537;In 42"E;891.OB;In Out 885 _ _ _ 885 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 57 + 50 910 _ _ EX WALL I�TING N 905 - 905 E ; Y 900 " s k _ 900 _.. _ , r as , 895 t 895 890 890 F A 58 _ c r 3 V = 104.2 rn o�°'o Vf =` 29.8; f 885 _ _ _ 885 X —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 C O U N Cn to O U r C 6 CITY OF HORIZONTAL 0SCALE BRIDGE FILE U CARMEL VERTICAL SCALE DESIGNATION NO. 1" - 10' o DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK 45 s1 of 1 52 D 017 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PROJECT N0. 04-05 00 61 + 00 00 910 , g EXISTING WALL 905 9 r S 900 " — --- 900 LAI 895 895 890 a �c6 6 t i a.. A 4.4 890 r s r , o .rn 9 4 r 1 v = 145.4 ° °' V = 4 ";8 7;Ou , c f 7.93 {; 885 � ' � °' °° � _ ' s_ 885 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 CD 60 + 50 00 00 910 k EX WALL r, r r � I�TING , 905 u c _ _o. _. _ 905 Lri u ° E a r, , 900 ; — — - 900 — . _ f F r } k I A � � r 895 ' 895 _ a r a 12;'';895. 7;Out 890 _ _ _ 890 A = 8 .4 4. ",,89 .14,I 4 � lr2 1 ,jn r 12" 895 ;f V = 1.68.4 V' = 6.$ ° °' 12";$95.10:In " 885 c f rn r i . 42 ,891 .20;In & Out _. _ 85 8 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 60 + 00 910 . r ' EXITING WALL 905 _ 905 x 4 s r S = t Y � i g 7 r k 900 __w_ _�...._ - ---- - 900 ` w r 3 895 _ _ 895 , a 890 890 F _ 32 A 90.° — c V °° x rn — 170.6 Vf - 5.3 C F m ;ao ¢ f - 885 885 _ _. —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 59 + 50 00 910 _ z . . ISTING WALL r P t , 905 905 r a A , ° s — + - _ a 900 _ _ . --� - 900 a r ... _..... ....,,.. .. ...e......,....,. 4.. N � I n r e [ f i t i 895 ` ' A # _ t 895 I' 2",896.23;066 " 890 9 �4 — 127;89,4.98; 127`894. 890 A�= 93.5 f r z A — 5 0 ; a '2,x;8 .9$;Out 3 V�= ;163.3 Vf= $.7 ` 42";8$1 .23;ln & Out 885 rn o°o �2";894.94;In` o _ _. � 885 E —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 x 0 0 U 6 CITY OF HORIZONTAL SCALE BRIDGE FILE 1" = 1o, CARPEL VERTICAL SCALE DESIGNATION NO. 1" = 10' o DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK 46 SHEETS 46 52 018 CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PROJECT NO. —05 04 62 + 50 910 y _.p 910 3 e 905 _ _ _ _ _ _ _ 905 J " r t " 900 : t 900 t 1 , , r 895 ` . _ � � 895 " < i 890 `; _ . 890 —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 END INCIDENTAL CONSTRUCTION 62 + 00 STA. 62+15.00 019 910 _ ._._ .. 910 • 3 � r 4 a + ' i t , s t s { 4 F ' 3 1 905 4 t 905 " F 900 900 t S k 4 895 895 s ' 3 , i go 890 890 q 32 — 3 N � , V� Vf 82.5 2.3 .._ 885 rn rn i ' 885 ' —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 61 + 50 910 ; __. __. _ _ 910 r , Q 905 905 ..,._ 900 , s a _ _ 895 , 1 t 895 t : a , s ; . 890 ' q� 56.E r Af = p = _ 890 V� 123 5 a, V f =, 4.1 s C) 8 885 85 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 61 + 15 END CONSTRUCTION 910 EXISTING WALL STA. 61 +15.00 A 91 ,� < 2 E ci , 905 905 , �. e " 0 ——� —.-----�� 900 : M e c < 900 N S k ? 3 c° 895 k 895 _. s- 3 , , p 090 3 890 ' o ;rn 0) ,0 t 3 ' 885 885 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 E x V) 0 C. Ln Ln 0 HORIZONTAL SCALE BRIDGE FILE CITY OF in = lo, VERTICAL SCALE DESIGNATION NO. CARPEL 1" = 10' o SURVEY BOOK SHEETS DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS 47 of 52 L CHECKED: AJB CHECKED: AJB DITCH ROAD CONTRACT PR 04C05N0. 019 0 In Approach._ 2 21 + 50 905 905 3 900 900 —-w- - - - —4- - 895 _ 895 890 _ —" 890 Ac 6 3'8.5 A f - ..a 8 �.. ¢.. Vo 70. V f — 1 .8 00 885 8 85 —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 In Approach 221 + 00 905 _ 905 E ¢ t s 900 _ 900 w 895 895 { 890 37.3 _ _ 890 A r_ i o Af ¢ _ 00 s 00 s s Vow 10.w4 0) o ; Vf 0.3 9 885 _ _ 885 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 BEGIN CONSTRUCTION STA. 220+85.00 "S-14' 220 + 50 905 905 r 1 z f g I _ 900 ' [ 900 a y — e i S 895 895 j o 890 890 , _ . 00 00 885 __ _ 885 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 220 + 40 905 . _ 905 ;. 900 ; t- *-—- -— -- ---- ; 4 _'-------- 900 , 4 I Y 895 t o 895 ° 890 890 3 00 d 00 885 _ _ _ 885 ° —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 X C 0 U N In O U r N C 6 HORIZONTAL SCALE BRIDGE FILE CITY OF 1" = 10' CARMEL VERTICAL SCALE DESIGNATION NO. 0 1" = 10' CROSS SECTIONS SURVEY BOOK SHEETS 0 DESIGNED: JMJ DRAWN: EAM 48 of 1 52 CHECKED: AJB CHECKED: AJB 136th STREET CONTRACT PROJECT NO. ti 44 00 04-05 0 223 + 00 905 - e : 905 s 900 r 900 895 . 895 ' 9 3 i 890 890 � 105 ; 885 A c 9 � 0:�1 i J _ ; ; Af a $ 885 LO Id- — Vc 181.8 0 rn Vf — 0.1 oo a 880 ... s 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 222 + 50 905 r 905 900 o 900 44 a -- - ---f— 895 895 G i c s , 890 , r r ?" 890 v 885 ' 1 , t Ac4 90. E LOh L6 -,A"'= 0 885 V t s , c f 880 � e co 0 _ . . � 60 55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 3 , 880 5 40 45 50 55 60 222 + G0 905 _ 905 900 : 4 g- 900 895 - -- , . 895 890 9 , R x 890 885 . __ f .. PO a A 73.E _ ' , c �/�. a �,f = 0 885 i W W } VI , e c V 104 V f = 0.7 880 60 —55 50 —45 —40 —35 —30 25 20 15 10 5 0 5 10 15 20 25 30 35 4 , 880 0 45 50 55 60 In Approach 221 + 87 . 50 905 905, i k + ,7.5 F►ivate ?Drive Ike 'd ; Rt o 900 , r---- �— 900 r —_ N 895 — — — cd c , 895 i i , 890 t a s , 890 w G 3 885 © 885 e _. 3 co co # 0 880 ` F t 60 55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 1 _._, 880 X _ _ 5 20 25 30 35 40 45 50 55 60 U) 0 U N (n n U) O U t\ C d CITY OF HORIZONTAL o;CALE BRIDGE FILE U 0 C"MEL VERTICAL SCALE DESIGNATION NO. 0 1" = 10' DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK 49 SHEEETS 52 002 CHECKED: MB CHECKED: A,JB 136th STREET CONTRACT PROJECT NO. 0 04-05 _In Roundabout In Roundabout 225 + 00 900 � 900 895 ` 895, 890 P 890 f l i F r 885 i _ d , S _ . ( 885 , 880 ' oo ' –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 88 In Roundabou 224+ 50 In Roundabout.. 900 ; i r 900 , 895 . . _ . , . _ v. 7 -4. , �-- ----�----�--.-- : � �. 895 s 890 --.---�--� 890 pp 4 j 1 1 Q f D , r Y 885 4 ... __ 885 ro i t 880 0°'O o , E y —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 4V0 45 50 55 60880 00 224+ 00 00 905 T z z __ cn a t , a cn 900 Cl, o p 900 895 `— � -:—-- - ±. .+ , -- --r -- 895 — — — ;- �- 3 890 f -r-- , M � , i .�;889.19 1 Z';889.47 890 885 . ; 1,2�;889:44 1�";889:47 9,70 _. , a 885 A ;= 89 1 f 21 A.. $ $ rn rn _ ! 880 V — 17716 V : f 209 ; _ 880 —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 00 00 223 + 50 00 905 Z Z Z __ 905 cz cn S r i : 900 s , , k A r CD 900 CD _ + -r: 895 cd —-- - —. .._q. d N 895 890 F 3 d 12"X889.73 890 15';889.29 , 12' t ;889x.92 2 $8 � 885 , k , 0.73 3 12. ;889.69 Aar 102.E0 $ 885 , 880 ' — ' � ?� Vag 193. Vf= .8 f 60 55 —50 45 —40 —35 30 —25 —20 —15 —10 —5 0 5 10 1 880 — 5 20 25 30 35 40 45 50 55 60 0 U N N O U N c d CITY OF HORIZONTAL ONTA;0'SCALE BRIDGE FILE U CARPEL VERTICAL SCALE DESIGNATION NO. 0 15 1" = 10, DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 0 of 03 50 52 0 CHECKED: AJB CHECKED: AJB 136th STREET CONTRACT PROJECT NO. 04-05 226 + 50 905 905 i r i 900 900 , O ... s 1' Q 895 e 895 a—. �� 5... .. .._..... �__,. s yy x 890 E_ a 890 12" 89.70; , , . F 885 ; Ao 43: 1 ,�-8. 885 R . ? S r V f � 91 .�4 rn � � 4 880 o °° y o0 4 _ 880 V � 44 e —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 226 + 00 905 905 u � R 900 E , 900 895 : 895 i 890 890 r E i 885 _ 885 Ao 55.E r N-; �i Af =. 6� i Vo= 53 .4 Vf = 190.4 880 _ r 880 —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 In Roundabout In Roundabout omit_ 225 + 50 900 , _. . . . _ 900 , a N 895 .. s t -— — - —�— - �, — s _ _� _ _ .. 895 890 - ° _ 890 4 , , , k 885 i © 885 NO ro , 880 co °° s 0 880 x —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 O ° U) ° U) _6 CITY OF HORIZONTAL SCALE BRIDGE FILE 1" = 10' CARPEL VERTICAL SCALE DESIGNATION N0. ° CL 1ot = 10' DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 51 of 52 004 CHECKED: MB CHECKED: qJB 136th STREET CONTRACT PROJECT NO. 04-05 228 + 50 905 _. -- _ , y . _ . . 905 eF 3 r t , � . s , a G I � � `s s 900 . _. _ _ . ... = 900 r ! i P 895 _——�--—�— —�_._....,..�.., ;.•.....,.W...,, �...�._.._..�_...,.� 895 - _ d 890 890 g ! i 1 885 ; r _ _ a� _ _ _ .__. _.. t 885 o ; r , 00 ?co 880 _ 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 228 + 00 905 __ _ . _. ; . . 905 900 _ 900 ! Q ; 895 895 STA. 228+35 00 CONSTRUCTION 1 ---i— "S_ _A» r , 890 6 890 t 885 885 Ac. 28 �►� t L � i � Af � �.3 � V� 60.4 Vf 00 880 I . - . ..1 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 227 + 50 905E _ E ; 905 900 4 _ _ 900 895 — _ 895 _ F o ; , ; P } . f r 890 _ I _. 890 f q 885 A� 37 `I ' Af 1. 6 ; . € 885 ! W V� 76 '1 ; G 0 Vf 2.2 00 '000 ; . ! t 880 _ 880 —60 —55 —50 —45 —40 —35 —30 —25 —20 —15 —10 —5 0 5 10 15 20 25 30 35 40 45 50 55 60 227 + 00 905 905 4 Y i s 3 1 o t 900 900 { i 895 _ F _ _ . r 895 : 890 41, _ $. s 890 . i 4 i I y e o _ �_� g_ . 885 885 A �5. N A 0­8 © f a V� 81 .9 ?� i Vf = 17 8 3 _ 880 _ 880 X —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 V) 0 U N N O U U) CITY OF HORIZONTAL BRIDGE FILE CARPEL VERTICAL SCALE DESIGNATION NO. 0 1" - 10' DESIGNED: JMJ DRAWN: EAM CROSS SECTIONS SURVEY BOOK SHEETS 52 7of 1 52 CHECKED: AJB CHECKED: AJB 136th STREET CONTRACT PROJECT N0. 005 04-05 0