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IN20060683.BID SET.HALF SIZE1 July 27, 2007 7260 SHADELAND STATION INDIANAPOLIS, IN 46256-3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 DESIGNATION NO. BRIDGE FILE SHEETS CONTRACT PROJECT NO. of PHONE NUMBER PREPARED BY: PLANS CERTIFIED BY: DATE (317) 547-5580 CONTRACT BRIDGE FILE DESIGNATIONPROJECT CONTRACT BRIDGE FILE DESIGNATIONPROJECT ROAD PLANS LEGEND PROJECT LOCATION SHOWN BY 2006 2026 2026 A.A.D.T. A.A.D.T. D.H.V. DIRECTIONAL DISTRIBUTION TRUCKS MAINLINE ESAL’s DESIGN SPEED PROJECT DESIGN CRITERIA FUNCTIONAL CLASSIFICATION RURAL/URBAN TERRAIN ACCESS CONTROL M.P.H. % D.H.V. % V.P.H. V.P.D. V.P.D. TRAFFIC DATA DESIGN DATA INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2006 TO BE USED WITH THESE PLANS CITY OF CARMEL BOARD OF PUBLIC WORKS AND SAFETY None 30 New Construction (Non-Freeway) Local Agency Multi-Lane Arterial Urban (Intermediate) Level _ _ _ 50 _ GRAND BOULEVARD 06-15 06-15 American Structurepoint, Inc. CARMEL PROJECT NO. 06-15 ksmith 10:24:26 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.TS.01.dgn July 27, 2007 91 C A R M E L DR DR SIO N A L S CO N RE G OL D M E R I D I A N S T SP R I N G M I L L R D MAIN ST 126TH ST COLLEGE DR. 122ND ST BL V D TE A L LN CREEKWOOD L N PORTS M O U T H D R PINTAIL CT MALLARD CT SHEFFIELD CT C L I F F O R D C I R TERRENTS CT FL E E T W O O D DR S SO N N A DR CA T H E R I N E DR SH E F F I E L D B L V D PE N N S Y L V A N I A S T U S 3 1 M E R I D I A N S T CITY CENTER E 116TH ST IL L I N O I S S T . Thornhurst Dr Ro d g e r s R d Te r r a c e C t Dr u i d H i l l D r Sh e r m a n D r Emerson Rd L a n t e r n C t Hilda CtWilson Dr N Wi l s o n D r S Winding Way W i l s o n D r E College Way Shady Ln Ransburg Dr N Sleepy Hollow Ln O a k D r Timber Creek Dr Adams St C l a r k S t Ch a s e C t Mitchell Rd CARMEL D R S G u i l f o r d R d S G u i l f o r d R d PE N N S Y L V A N I A S T E. 131st ST YA L E D R . U S 3 1 M E R I D I A N S T 26 25 35 36 Helen Keen Ct. POT Sta. 20+00.00 POT Sta. 28+72.48 INDEX AND GENERAL NOTES ** The paper relocation will be cross sectioned by the Engineer before construction. Existing asphalt pavement located outside the construction limits, between Sta. __________ and Sta. __________, shall be removed as directed. ** ** REPRESENTS GENERAL NOTES REQUIRED All earth shoulders, median areas, and cut and fill slopes shall be plain or mulch seeded except where sodding is specified The final cross sections of the grading contract will be the original cross sections of the paving contract. However, partial or complete cross sections shall be taken if necessary to determine the actual excavation quantities. The quantity of peat excavation shown on the plans has been estimated on the basis of theoretical cross sections by using treatment of existing fills, treatment by removal, or treatment by displacement, where each treatment applies. All limited access right-of-way (L.A. R/W) is to be fenced with chain link type fence (CLTF) or farm field type fence (FFTF) where specified in the plans. SHEET NO.DRAWING INDEX REVISIONS SHEET NO.DATE REVISED INDEX TO SHEETSGENERAL NOTESUTILITIES HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS CMP VMS KDS 2 06-15 CITY OF CARMEL ksmith 10:24:31 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.IN.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 3 3 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS KDSCMP TYPICAL CROSS SECTIONSVMS 06-15 CITY OF CARMEL ksmith 10:24:35 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.TY01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 4 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS KDSCMP TYPICAL CROSS SECTIONSVMS 06-15 CITY OF CARMEL ksmith 10:24:39 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.TY02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 N/A L MISCELLANEOUS DETAILS 5 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:24:44 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.TY03.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 4645444342 31 34 33 32 30 29 28 27 26 25 LOT #9 LOT #10 LOT #12 OUTLOT B LOT #11 LOT #14 LOT #1 205 204 203 20 2 201 405 404 403 402 401 101 102 103 104 105 30 1 302 30 3 304 LOT #15 PLAT No. 1 1" = 100’ M MAIN ST. En t r a n c e t o St . C h r i s t o p h e r ’ s Ch u r c h 109.44’ 66.88’ 11.42’ Mag Nail in S. Side of CP #182 914 1’ Up Mag Nail in S. Side of CP #_____ 1’ Up S.E. Cor. of M.B. #1339 5 1 . 6 8 ’ Mag Nail in E. Side of 12" Tree, 1’ Up MNS N 13216.949 E 8610.052 En t r a n c e t o St . C h r i s t o p h e r ’ s Ch u r c h M XX NW Cor. Conc. Sdwlk. Mag Nail Set 3’ Up NW Side 18" Tree Mag Nail Set 2’ Up S. Side of Cor. Post Mag Nail Set 2’ Up S.W. Side of Abandoned PWP 47 . 9 1 ’ 72.02’ 72.02’ 79.58’ MNS Top Curb MAIN ST. XX Ab a n d o n e d D r . Ab a n d o n e d D r . 1 Sty. Stn. #1339 R Entrance to St. Christopher’s Church Gate (Grass Field) Mag Nail Set in SE Side of Double 12" Tree 1’ Up RBS Mag Nail Set in N Side of 36" Tree 1’ Up Mag Nail Set in N Side of 30" Tree 1’ Up 117 . 6 1 ’ 86.0 6 ’ 115.48’MEIJER M SE Cor. of Cnc. Entry Pad SW Cor. of Cnc. Entry Pad Mag Nail Set in E Side of 6" Tree 1’ Up Top Nut of Fire Hyd. MNS in Top of Curb109.68’ 46 . 2 2 ’ 135.10’ 8 7 . 3 2 ’ OLD MERIDIAN ST. ME I J E R E N T . Dirt Mound Grav e l D r . R Top Nut of Fire Hyd. Mag Nail Set in SW Side of 24" Tree 1’ Up Mag Nail in N. Side of TP #12765 1’ UpMag Nail in W. Side of TP 1’ Up 113.94’ 18.18’ 8.8 2 ’ 10 3 . 3 4 ’ OLD MERIDIAN ST. Grass Mound G r a v e l D r . To w n h o u s e 3 S t y . B r k & S i d i n g To w n h o u s e 3 S t y . B r k & S i d i n g NE Cor. of Townhouse 1194 SE Cor. of Townhouse 1170 SE Cor. of Townhouse 1140 R RBS RBS 13 6 . 7 8 ’ 77.77’ 142.90’ 3 Sty. Townhouse N 11587.153 E 8555.076 N 12600.366 E 8741.084 N 12981.951 E 8641.097 N 11310.625 E 9135.901 N 11161.212 E 9525.913 6 35+ 0 0 35+ 0 0 35+ 0 0 M M R R R R R HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:24:52 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PL.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 LOT #8 LOT #7 LOT #10 LOT #9 LOT #11 LOT #12 OUTLOT B LOT #1 101 102 10 3 104 10 5 301 302 30 3 304 30 5 20 5 204 202 201 203 40 5 40 4 40 3 40 2 401 60 5 60 4 60 3 60 2 60 1 50 1 50 2 50 3 50 4 50 5 50 6 50 7 90 6 90 5 90 4 90 3 90 2 90 1 12 0 6 12 0 5 12 0 4 12 0 3 12 0 1 15 0 6 15 0 5 15 0 4 15 0 3 15 0 2 15 0 1 18 0 4 18 0 3 18 0 2 18 0 1 12 0 2 80 1 80 2 80 3 80 4 80 5 701 70 2 70 3 704 1006 1005 1004 1003 100 2 100 1 1106 1105 1104 1103 1102 1101 1301 1302 1303 1304 1305 1405 1404 1403 1402 1401 1601 1602 1603 1604 1605 1606 1706 1705 1704 1703 1702 1701 LOT #14 PLAT No. 1 1" = 100’ LOT #15 Gravel Dr. M SE Cor. of Conc. Porch NE Cor. of Conc. Porch 11 1 6 11 1 0 As p h . W a l k Mag Nail Set in SE Side of 32" Tree 1’ Up Mag Nail Set in N Side of 12" Tree 1’ Up 3 Story Townhouses 74.7 6 ’ 47 . 8 2 ’ 12.22’ 10.50’ M SE Cor. of Conc. Porch NE Cor. of Conc. Porch 10 1 2 As p h . W a l k 3 Story Townhouses 10 0 6 Conc. Walk Top of Metal CLF Post Mag Nail Set in S Side of 10" Tree 1’ Up28 . 2 5 ’ 37 . 1 5 ’ 35.12’ 51. 8 3 ’ MNS MNSM Mag Nail Set in S Side of 10" Pine 1’ Up Top Nut of Fire Hyd. Ransburg Dr. N. NW Cor. of Garage 6 7 . 3 3 ’ 24.4 9 ’ 53 . 7 1 ’ 3 4 . 5 2 ’ R Tennis CourtsSchool Parking Lot Playground Mag Nail Set in S Side of Pwp #186-706 1’ Up RBS NE Cor. of 1 Sty. Car Garage 1’ Up Top of Steel Cor. Post Face of Steel Cor. Post 1’ Up 102.48’75.91’ 52 . 3 1 ’ 74.13’ Helen Keen Ct. Ransburg N. Gu i l f o r d R d . Mag Nail Set in E Side of 18" Pine 1’ Up R Mag Nail E Side of CP #186-703 1’ Up Mag Nail W Side of CP #052-454 1’ Up Mag Nail SW Side of CP #052-454 1’ Up1 1 9 . 0 4 ’ 88.37’91 . 9 8 ’ 50 . 8 2 ’ Top Steel CLF Cor. N 10995.439 E 9803.960 N 10995.439 E 10186.289 N 10985.328 E 10690.862 N 11107.048 E 10949.708 N 11101.910 E 11594.376 7 M M R R R R R R R R HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:25:00 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PL.02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 PLAN VIEW Grass Stone Asphalt Stone 10’ x 8’ Metal Shed Conc.Grass Grass Asphalt Asphalt G a t e 1 Story Block Bldg. Deck Co n c . Ga r d e n La n d s c a p e T i m b e r Grass Stone Conc. Asph. St o n e St o n e Grass Grass Ri p r a p Grass Grass Woods Woods Woods 8’ x 25’ Mini Barn Chain Link Fence FFF Chain Link Fence C h a i n L i n k F e n c e Ri p r a p 6" Conc. Curb 6" Conc. Curb 10 + 1 5 . 1 8 , 6 1 . 5 5 ’ , T r e e +1 6 . 3 8 , 5 3 . 7 2 ’ , B u s h +2 7 . 7 0 , 5 4 . 4 6 ’ , T r e e +3 5 . 5 3 , 5 3 . 9 4 ’ , T r e e +4 3 . 3 3 , 5 3 . 2 5 ’ , T r e e +4 6 . 4 2 , 5 3 . 6 7 ’ , T r e e +6 3 . 0 9 , 5 2 . 6 3 ’ , T r e e +6 5 . 8 0 , 5 4 . 2 6 ’ , T r e e +8 9 . 8 7 , 5 3 . 4 5 ’ , T r e e +9 0 . 6 9 , 5 1 . 6 2 ’ , B u s h 11 + 1 3 . 9 0 , 2 8 9 . 7 5 ’ , T r e e +1 5 . 9 4 , 1 4 5 . 6 3 ’ , T r e e +1 8 . 7 3 , 1 6 2 . 6 0 ’ , T r e e +3 7 . 3 0 , 2 4 2 . 6 2 ’ , T r e e +7 3 . 8 2 , 4 8 . 5 8 ’ , S t u m p +7 3 . 9 6 , 8 1 . 1 7 ’ , B u s h +7 6 . 5 8 , 2 9 3 . 4 9 ’ , T r e e +7 7 . 7 8 , 5 0 . 1 7 ’ , S t u m p +7 8 . 2 8 , 5 2 . 3 8 ’ , S t u m p +7 8 . 4 5 , 5 4 . 2 1 ’ , P o s t + 7 8 . 4 5 , 2 0 9 . 8 6 ’ , S t u m p +7 9 . 6 2 , 1 5 4 . 5 1 ’ , T r e e +7 9 . 9 2 , 1 6 6 . 5 1 ’ , C o m b . P o l e + 8 0 . 2 6 , 1 7 7 . 4 2 ’ , T r e e +8 1 . 0 6 , 6 2 . 7 3 ’ , T r e e +8 1 . 7 7 , 1 1 8 . 6 1 ’ , T r e e +8 2 . 3 9 , 7 7 . 4 2 ’ , T r e e +8 2 . 4 5 , 5 3 . 1 9 ’ , F i r e H y d . +8 2 . 8 3 , 2 4 5 . 0 6 ’ , M a i l B o x + 8 3 . 2 4 , 2 2 . 1 9 ’ , C o m b . P o l e +8 3 . 7 4 , 1 8 9 . 2 3 ’ , M a i l B o x +8 5 . 8 8 , 6 5 . 3 0 ’ , M a i l B o x +8 7 . 6 1 , 5 0 . 9 6 ’ , W a t . V a l v e +8 8 . 2 7 , 1 1 . 8 7 ’ , C n t r l . P o i n t +9 5 . 9 0 , 1 5 4 . 6 5 ’ , M a g N a i l F n d . + 2 8 . 4 0 , 2 3 8 . 4 9 ’ , T e l . M . H . +3 3 . 2 5 , 2 9 4 . 7 7 ’ , T r e e +3 4 . 0 7 , 2 6 7 . 8 9 ’ , T r e e +4 0 . 0 1 , 1 5 . 2 8 ’ , T r e e +7 5 . 8 1 , 2 7 6 . 1 4 ’ , T r e e +8 3 . 6 4 , 7 . 7 9 ’ , T r e e + 8 4 . 9 5 , 2 3 4 . 1 0 ’ , T r e e 13 + 1 7 . 7 4 , 9 . 2 2 ’ , T r e e +1 9 . 2 2 , 1 3 7 . 0 7 ’ , T r e e +3 2 . 5 8 , 7 . 4 1 ’ , T r e e +4 1 . 7 1 , 2 7 . 9 0 ’ , T r e e +6 4 . 3 2 , 7 . 8 4 ’ , T r e e +7 4 . 5 3 , 9 . 8 6 ’ , T r e e + 9 5 . 5 6 , 1 3 7 . 5 3 ’ , T r e e +9 7 . 7 7 , 7 9 . 0 2 ’ , T r e e 14 + 4 4 . 8 7 , 1 4 0 . 5 6 ’ , T r e e +8 2 . 4 6 , 4 2 . 3 1 ’ , T r e e 15 + 7 1 . 7 5 , 1 0 5 . 2 5 ’ , C n t r l . P o i n t 11 + 8 5 . 0 4 , 9 7 . 2 7 ’ , C o m b . P o l e +8 5 . 3 6 , 1 7 9 . 5 8 ’ , G a s M a r k e r +8 8 . 6 1 , 2 9 4 . 5 8 ’ , C o m b . P o l e +9 0 . 8 3 , 2 4 5 . 9 9 ’ , W a t . V a l v e 12 + 1 3 . 9 5 , 1 7 4 . 7 9 ’ , M a i l B o x +1 5 . 1 4 , 4 9 . 5 5 ’ , M a i l B o x +1 6 . 0 6 , 2 8 0 . 5 5 ’ , M a i l B o x +1 6 . 4 3 , 2 3 8 . 7 2 ’ , T r e e +2 0 . 0 5 , 2 1 0 . 4 2 ’ , T r e e +2 0 . 7 9 , 2 7 8 . 9 9 ’ , B u s h +2 3 . 7 1 , 1 9 8 . 7 6 ’ , B u s h +2 4 . 1 7 , 2 9 0 . 9 9 ’ , G u y W i r e +2 4 . 6 3 , 9 3 . 7 2 ’ , G u y W i r e +2 5 . 6 5 , 9 3 . 7 5 ’ , G u y W i r e +3 1 . 7 4 , 2 8 8 . 4 3 ’ , T e l . P e d . +3 2 . 5 2 , 7 5 . 1 9 ’ , T r e e +3 9 . 9 9 , 9 0 . 2 9 ’ , C o m b . P o l e +4 0 . 0 4 , 2 8 9 . 0 3 ’ , P w p . +6 3 . 1 8 , 1 4 1 . 4 2 ’ , T r e e +6 5 . 6 3 , 1 1 2 . 9 3 ’ , T r e e +7 2 . 6 1 , 1 9 0 . 0 7 ’ , T r e e +7 5 . 3 4 , 2 4 1 . 3 7 ’ , T r e e +7 7 . 2 1 , 1 9 3 . 8 6 ’ , T r e e +7 7 . 8 2 , 2 2 0 . 2 5 ’ , P i n e +8 1 . 0 4 , 5 6 . 6 6 ’ , T r e e +8 4 . 8 1 , 1 2 . 0 0 ’ , T r e e +9 1 . 3 1 , 1 9 2 . 2 9 ’ , B u s h +9 4 . 8 0 , 8 8 . 3 5 ’ , T r e e 13 + 1 3 . 5 9 , 1 1 5 . 1 4 ’ , T r e e +1 7 . 0 4 , 9 1 . 3 2 ’ , T r e e +2 2 . 7 2 , 3 0 . 1 3 ’ , T r e e +2 2 . 9 8 , 6 1 . 9 8 ’ , W e l l +4 1 . 3 3 , 5 5 . 5 2 ’ , G a s M e t e r +6 6 . 3 6 , 6 6 . 5 0 ’ , E l e c . M e t e r B o x +8 5 . 3 4 , 2 8 . 9 6 ’ , A C U n i t +9 2 . 2 9 , 3 6 . 7 0 ’ , M a n h o l e +9 4 . 6 3 , 9 6 . 4 7 ’ , C o m b . P o l e 14 + 0 9 . 9 4 , 8 2 . 2 3 ’ , T r e e +1 1 . 2 1 , 9 5 . 7 0 ’ , G u y W i r e +3 5 . 2 3 , 1 0 1 . 1 4 ’ , T e m p . B . M . 12 + 1 5 . 3 8 , 1 7 5 . 4 5 ’ , D e t . H o u s i n g STA. 10+00 TO STA. 15+60 "A" 1 Story Frame Bldg. +9 5 . 5 1 , 1 1 . 5 8 ’ , 6 2 " S t u m p 8 12" CMP 18" RCP 24 " R C P 15 " R C P 10 " C M P 10 " C M P 8" C M P 6" C M P M WV G W AC E XXXXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH ETTTTTTTTTTTTTTTTTTTTTTTWWWWWWWWWWWWWWWWWWWWWWWWW HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:25:14 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHJ4 MHJ4 MHJ4 MHJ4 CBC15 CBC15 CBC15 INB15 INB15 MHC4 INB15 M PROFILES STA. 10+00 TO STA. 15+60 "A" 9 683PRA1000.00000083020 5 NOGAP 10+00 11+00 12+00 13+00 14+00 15+0011+00 12+00 13+00 14+00 15+0011+00 12+00 13+00 14+00 15+00 87 2 . 8 87 2 . 5 87 2 . 2 87 1 . 9 87 1 . 7 87 1 . 3 87 0 . 6 87 0 . 3 87 0 . 1 86 9 . 8 86 7 . 2 86 7 . 8 86 7 . 2 86 7 . 4 86 7 . 3 86 7 . 4 86 7 . 5 86 7 . 9 86 8 . 0 86 8 . 0 86 8 . 3 86 8 . 5 86 8 . 2 86 8 . 3 86 8 . 4 86 8 . 2 86 8 . 2 86 8 . 6 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:25:24 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 PLAN VIEW Grass FFF FFF Woods Woods Woods Woods Woods Woods Woods Woods Woods Grass Gate FF F Fe n c e Fence Dirt 15 + 7 1 . 7 5 , 1 0 5 . 2 5 ’ , C n t r l . P o i n t 19 + 2 3 . 9 6 , 1 8 0 . 5 9 ’ , C n t r l . P o i n t STA. 15+60 TO STA. 21+40 "A" 10 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX S P E C I A L W A R R A N T Y D E E D I N S T # 2 0 0 3 0 0 0 9 7 4 0 3 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:25:32 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHC4 MHJ4 CBC15 CBC15 INB15 INB15 CBC15 INB15 PROFILES STA. 15+60 TO STA. 21+40 "A" 11 683PRA1000.000000830 20 5 NOGAP 683PRA1000.00000083020 5 NOGAP 16+00 17+00 18+00 19+00 20+00 21+0016+00 17+00 18+00 19+00 20+00 21+0016+00 17+00 18+00 19+00 20+00 21+00 86 9 . 1 86 9 . 5 86 9 . 5 86 9 . 3 86 8 . 9 86 8 . 5 86 8 . 3 86 8 . 1 86 8 . 1 86 8 . 2 86 8 . 3 86 8 . 3 86 8 . 6 86 9 . 0 86 8 . 9 86 8 . 7 86 8 . 4 86 8 . 3 86 8 . 6 86 9 . 1 86 8 . 6 86 8 . 2 86 8 . 1 86 7 . 9 86 7 . 5 86 7 . 1 86 7 . 4 86 7 . 2 86 7 . 1 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:25:40 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 12 I R G TE E AC AC CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVEEEEEEEEEEEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWW LO T # 1 5 WA R R A N T Y D E E D IN S T # 9 5 1 0 6 6 1 IN S T # 2 0 0 2 0 0 0 6 7 3 4 0 WA R R A N T Y D E E D IN S T # 2 0 0 6 0 0 0 3 3 6 4 5 P T S t a . 2 7 + 6 9 . 4 4 P . I . 2 4 + 1 7 . 3 1 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:25:48 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.03.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHC4 MHC4 MH C 4 MH C 4 CBC15 CBC15 CBC15 INB15 INB15 INB15 INC15 INB15 INC15 MHC4 CBC15 INB 1 5 R PROFILES STA. 21+50 TO STA. 27+00 "A" 13 683PRA1000.000000830 20 5 NOGAP - 22+00 23+00 24+00 25+00 26+00 27+0022+00 23+00 24+00 25+00 26+00 27+0022+00 23+00 24+00 25+00 26+00 27+00 86 7 . 1 86 6 . 8 86 6 . 5 86 6 . 4 86 6 . 1 86 6 . 0 86 5 . 9 86 5 . 9 86 5 . 7 86 5 . 5 86 5 . 1 86 4 . 7 86 4 . 5 86 3 . 9 86 3 . 7 86 3 . 4 86 3 . 1 86 2 . 8 86 2 . 6 86 2 . 3 86 2 . 1 86 3 . 5 86 5 . 0 86 3 . 0 86 2 . 7 86 2 . 9 86 4 . 9 86 3 . 1 27+00 86 3 . 3 86 2 . 9 86 2 . 8 86 4 . 8 86 2 . 6 86 0 . 3 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:26:00 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.03.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 27+00 86 2 . 8 86 2 . 2 86 2 . 7 86 4 . 1 86 3 . 1 86 0 . 1 14 WW 30 " R C P 24 " R C P 24 " R C P 24 " R C P ( S t u b b e d ) 1 2" P i p e 12 " C P P 12" CMP 12" CMP I R RWVWVWVWVWVW R VT GV W R R T GV WV T GV E G TEE AC AC CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVEEEEEEEEEEEEEEEEEEEEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TTTTTTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW FORCE MAIN (SAN) PC 3, S L I D E 3 0 1 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:26:17 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.04.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHC4 INC15 MHC4 CBC15 CBC15 INB15 INB15 CBC15 INB15 CBC15 INB15 CBC15 CBC15 R R R R R PROFILES STA. 27+00 TO STA. 32+40 "A" 27+00 15 683ASW2610.360000 830 20 5 NOGAP 27+00 28+00 29+00 30+00 31+00 32+0027+00 28+00 29+00 30+00 31+00 32+0027+00 28+00 29+00 30+00 31+00 32+00 86 3 . 1 86 0 . 1 86 0 . 6 86 0 . 9 86 1 . 2 86 1 . 5 86 2 . 0 86 1 . 8 86 1 . 4 86 1 . 1 86 0 . 7 86 0 . 0 86 0 . 6 86 1 . 5 86 1 . 4 86 1 . 6 86 1 . 8 86 1 . 9 86 2 . 1 86 3 . 2 86 5 . 8 86 8 . 4 87 0 . 5 87 1 . 7 87 2 . 1 87 1 . 7 87 0 . 7 87 0 . 2 86 9 . 4 683ANW2610.360000830205 NOGAP 27+00 28+00 29+00 86 4 . 8 86 2 . 6 86 0 . 3 86 0 . 7 86 1 . 1 86 1 . 2 86 1 . 8 86 2 . 2 86 1 . 8 86 1 . 2 86 0 . 7 86 0 . 8 683ANW2610.36000083020 5 NOGAP 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:26:29 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.04.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 27+00 28+00 86 3 . 1 86 0 . 1 86 0 . 4 86 0 . 9 86 1 . 2 86 1 . 6 86 2 . 1 86 1 . 8 86 1 . 5 86 1 . 3 31+00 32+0031+00 32+00 86 2 . 1 86 2 . 2 86 4 . 2 86 6 . 7 86 8 . 6 87 0 . 5 87 2 . 4 87 2 . 8 87 3 . 0 87 3 . 1 87 3 . 0 31+00 32+0031+00 32+00 86 2 . 1 86 1 . 9 86 1 . 5 86 2 . 1 86 4 . 1 86 6 . 5 86 8 . 7 86 9 . 9 87 0 . 8 87 0 . 6 87 0 . 3 35 + 1 6 . 0 6 , 7 4 . 9 6 ’ , B e e H i v e I n l . +1 6 . 2 3 , 1 5 2 . 3 4 ’ , T r e e +4 1 . 5 6 , 1 7 3 . 0 5 ’ , T r e e +4 2 . 2 5 , 5 5 . 8 3 ’ , T r e e +4 5 . 3 9 , 1 3 4 . 4 9 ’ , T r e e +5 1 . 5 5 , 1 4 8 . 2 0 ’ , T r e e +5 9 . 6 9 , 1 9 0 . 0 6 ’ , T r e e +6 1 . 0 0 , 7 7 . 2 5 ’ , T r e e +6 2 . 7 3 , 2 3 . 0 9 ’ , T r e e +6 6 . 5 8 , 5 . 1 6 ’ , T r e e +6 9 . 9 7 , 4 3 . 6 2 ’ , T r e e +7 0 . 9 5 , 9 7 . 2 6 ’ , T r e e +8 8 . 7 9 , 2 8 . 2 4 ’ , T r e e +8 9 . 9 9 , 1 1 4 . 1 3 ’ , T r e e +9 0 . 4 9 , 1 4 8 . 9 5 ’ , T r e e +9 3 . 6 6 , 1 4 3 . 6 0 ’ , T r e e +9 5 . 7 5 , 9 1 . 0 5 ’ , T r e e 36 + 0 5 . 5 9 , 8 0 . 4 7 ’ , T r e e +0 5 . 7 7 , 9 9 . 8 7 ’ , T r e e +0 9 . 6 6 , 1 7 9 . 3 1 ’ , T r e e +1 0 . 4 0 , 1 3 4 . 3 6 ’ , T r e e +1 1 . 7 4 , 8 . 4 1 ’ , T r e e +1 4 . 9 1 , 3 7 . 7 8 ’ , T r e e +1 7 . 9 0 , 8 2 . 2 9 ’ , T r e e +1 9 . 6 9 , 1 3 7 . 9 3 ’ , T r e e +2 2 . 4 8 , 1 1 6 . 9 2 ’ , T r e e +3 1 . 9 2 , 1 6 0 . 4 3 ’ , T r e e +3 3 . 0 2 , 1 1 7 . 0 7 ’ , T r e e +3 6 . 3 1 , 8 7 . 3 4 ’ , T r e e +5 5 . 4 1 , 1 2 8 . 8 3 ’ , T r e e +6 4 . 4 3 , 8 . 7 0 ’ , T r e e +7 0 . 3 1 , 1 1 8 . 2 5 ’ , T r e e +7 1 . 2 9 , 1 6 . 0 6 ’ , T r e e +7 5 . 2 2 , 1 7 9 . 0 2 ’ , T r e e +7 5 . 9 6 , 1 8 4 . 4 2 ’ , T r e e +8 1 . 9 8 , 2 4 . 0 9 ’ , T r e e +8 3 . 4 9 , 1 7 7 . 5 2 ’ , T r e e +8 3 . 7 6 , 1 9 4 . 2 3 ’ , T r e e +9 3 . 5 2 , 4 8 . 4 8 ’ , T r e e +9 5 . 5 3 , 1 7 9 . 9 4 ’ , P o s t +9 6 . 4 1 , 1 2 8 . 9 8 ’ , T r e e +9 7 . 1 6 , 1 9 6 . 9 5 ’ , P o s t +9 9 . 5 0 , 2 6 . 8 5 ’ , T r e e 37 + 0 7 . 2 7 , 9 6 . 6 9 ’ , T r e e +0 7 . 8 9 , 1 0 5 . 5 9 ’ , T r e e +0 9 . 3 9 , 1 8 6 . 2 9 ’ , P o s t +1 0 . 7 3 , 1 2 0 . 3 1 ’ , T r e e +1 1 . 2 7 , 1 6 8 . 5 5 ’ , T r e e +1 3 . 5 0 , 1 1 . 7 6 ’ , T r e e +1 8 . 8 8 , 1 4 0 . 0 8 ’ , T r e e +2 1 . 2 7 , 2 2 . 6 6 ’ , T r e e +2 1 . 4 0 , 1 9 1 . 3 7 ’ , T r e e +2 1 . 6 3 , 6 6 . 3 4 ’ , T r e e +2 5 . 3 0 , 1 9 4 . 4 6 ’ , T r e e +2 9 . 6 0 , 1 6 6 . 6 6 ’ , T r e e +3 9 . 2 7 , 1 2 3 . 2 0 ’ , T r e e +4 0 . 4 1 , 7 2 . 7 7 ’ , T r e e +4 4 . 6 6 , 8 8 . 0 1 ’ , T r e e +5 1 . 1 2 , 1 2 8 . 2 4 ’ , T r e e +6 2 . 8 7 , 7 3 . 2 2 ’ , T r e e +7 0 . 0 2 , 1 0 1 . 5 9 ’ , T r e e +7 1 . 0 5 , 7 3 . 4 6 ’ , T r e e +7 8 . 4 0 , 1 7 7 . 0 7 ’ , T r e e +8 4 . 9 5 , 2 6 . 2 1 ’ , T r e e +8 6 . 6 0 , 1 3 5 . 1 0 ’ , T r e e +8 9 . 3 4 , 1 1 8 . 6 9 ’ , T r e e +8 9 . 6 3 , 5 3 . 3 7 ’ , T r e e +9 2 . 8 5 , 1 7 1 . 2 2 ’ , T r e e +4 7 . 7 3 , 1 2 7 . 0 3 ’ , C a t c h B a s i n +6 5 . 5 0 , 3 3 . 9 2 ’ , B e e H i v e I n l . +7 2 . 0 7 , 7 . 6 3 ’ , T r e e +9 0 . 9 2 , 2 2 . 9 7 ’ , T r e e +9 5 . 9 7 , 4 4 . 5 9 ’ , T r e e +9 6 . 7 3 , 4 4 . 8 7 ’ , T r e e 36 + 2 5 . 5 9 , 8 . 6 9 ’ , T r e e +3 1 . 4 6 , 4 6 . 1 3 ’ , M N F +4 6 . 2 0 , 1 5 . 6 8 ’ , T r e e +4 9 . 2 8 , 1 2 . 2 9 ’ , T r e e +9 2 . 6 4 , 1 1 . 5 5 ’ , T r e e +9 8 . 9 5 , 3 2 . 5 7 ’ , S i g n 35 + 4 2 . 6 9 , 5 3 . 5 2 ’ , C n t r l . P t . PLAN VIEW Stone Stone Stone Weeds Grass Asphalt Woods Grass Woods Co n c . Conc .Porc h Conc .Porc h Conc . Porc h Conc .Porc h Conc .Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Conc . Porc h Woods Woods +9 2 . 8 5 , 1 7 1 . 2 2 ’ , T r e e +9 7 . 1 6 , 1 5 1 . 9 2 ’ , T r e e 38 + 0 3 . 3 3 , 1 4 6 . 4 8 ’ , T r e e +0 5 . 2 6 , 4 3 . 9 1 ’ , T r e e +0 6 . 1 6 , 6 8 . 5 2 ’ , T r e e +0 8 . 8 7 , 2 7 . 1 2 ’ , T r e e +1 9 . 3 3 , 1 2 2 . 3 6 ’ , T r e e +9 3 . 9 6 , 1 9 6 . 1 0 ’ , C n t r l . P t . +3 3 . 4 9 , 8 . 3 0 ’ , T r e e 37 + 3 0 . 8 7 , 3 3 . 4 4 ’ , C n t r l . P t . Conc . Porc h Conc . Porc h Conc . Porc h STA. 32+40 TO STA. 37+60 "A" 16 18 " R C P 8" CPP 1 8 " R C P S T U B 3 0 " R C P M EEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGGGGGGGGGGGOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TWWWWWWWWWWWWWWWWWWWWWWWWWWWW HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:26:43 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.05.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 M MHC4 MHC4 MHC4 MHC4 MHC4 CBC15 CBC15 CBC15 INB15 INB15 INB15 CBC15 INB15 MHC4 MHC4 CBC15 PROFILES STA. 32+40 TO STA. 37+60 "A" 17 683PRA1000.000000830 20 5 NOGAP 683PRA1000.00000083020 5 NOGAP 33+00 34+00 35+00 36+00 37+00 38+0033+00 34+00 35+00 36+00 37+00 38+0033+00 34+00 35+00 36+00 37+00 38+00 87 0 . 7 87 0 . 2 86 9 . 4 86 7 . 6 86 5 . 9 86 5 . 8 86 6 . 3 86 6 . 5 86 6 . 1 86 6 . 1 86 6 . 2 86 5 . 5 86 4 . 7 86 4 . 1 86 2 . 0 85 9 . 0 85 6 . 8 85 6 . 0 85 5 . 9 85 5 . 2 85 5 . 2 85 5 . 7 85 6 . 0 85 6 . 7 85 7 . 3 85 7 . 5 85 7 . 1 85 6 . 9 85 6 . 9 85 6 . 9 33+00 34+00 35+00 36+00 37+00 38+0033+00 34+00 35+00 36+00 37+00 38+00 87 3 . 0 87 3 . 1 87 3 . 0 87 1 . 6 87 0 . 0 86 8 . 9 86 9 . 5 87 0 . 0 87 0 . 1 86 9 . 7 86 9 . 7 86 9 . 9 86 8 . 9 86 8 . 2 86 6 . 1 86 2 . 9 85 7 . 0 85 6 . 4 85 5 . 8 85 5 . 3 85 5 . 0 85 5 . 3 85 5 . 8 85 6 . 4 85 7 . 0 85 7 . 3 85 7 . 3 85 6 . 9 85 6 . 5 85 6 . 5 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:26:56 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.05.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 33+00 34+00 35+00 36+00 37+00 38+0033+00 34+00 35+00 36+00 37+00 38+00 87 0 . 6 87 0 . 3 86 9 . 1 86 9 . 0 86 7 . 5 86 6 . 0 86 5 . 8 86 6 . 5 86 6 . 8 86 6 . 2 86 6 . 1 86 6 . 1 86 5 . 7 86 4 . 8 86 4 . 2 86 2 . 4 85 9 . 9 85 7 . 0 85 6 . 2 85 6 . 0 85 5 . 3 85 5 . 1 85 5 . 6 85 5 . 9 85 6 . 6 85 7 . 3 85 7 . 4 85 7 . 2 85 6 . 9 +9 0 . 6 9 , 4 3 . 8 3 ’ , T r e e +1 3 . 5 0 , 1 1 . 7 6 ’ , T r e e +1 8 . 8 8 , 1 4 0 . 0 8 ’ , T r e e +2 1 . 2 7 , 2 2 . 6 6 ’ , T r e e +2 1 . 4 0 , 1 9 1 . 3 7 ’ , T r e e +2 1 . 6 3 , 6 6 . 3 4 ’ , T r e e +2 5 . 3 0 , 1 9 4 . 4 6 ’ , T r e e +2 9 . 6 0 , 1 6 6 . 6 6 ’ , T r e e +3 9 . 2 7 , 1 2 3 . 2 0 ’ , T r e e +4 0 . 4 1 , 7 2 . 7 7 ’ , T r e e +4 4 . 6 6 , 8 8 . 0 1 ’ , T r e e +5 1 . 1 2 , 1 2 8 . 2 4 ’ , T r e e + 6 2 . 8 7 , 7 3 . 2 2 ’ , T r e e +7 0 . 0 2 , 1 0 1 . 5 9 ’ , T r e e +7 1 . 0 5 , 7 3 . 4 6 ’ , T r e e +7 8 . 4 0 , 1 7 7 . 0 7 ’ , T r e e +8 4 . 9 5 , 2 6 . 2 1 ’ , T r e e +8 6 . 6 0 , 1 3 5 . 1 0 ’ , T r e e +8 9 . 3 4 , 1 1 8 . 6 9 ’ , T r e e +8 9 . 6 3 , 5 3 . 3 7 ’ , T r e e +9 2 . 8 5 , 1 7 1 . 2 2 ’ , T r e e +9 7 . 1 6 , 1 5 1 . 9 2 ’ , T r e e 38 + 0 3 . 3 3 , 1 4 6 . 4 8 ’ , T r e e +0 5 . 2 6 , 4 3 . 9 1 ’ , T r e e +0 6 . 1 6 , 6 8 . 5 2 ’ , T r e e +0 8 . 8 7 , 2 7 . 1 2 ’ , T r e e +1 9 . 3 3 , 1 2 2 . 3 6 ’ , T r e e +3 9 . 5 6 , 5 9 . 8 6 ’ , T r e e +4 6 . 8 9 , 9 2 . 7 1 ’ , T r e e +4 7 . 3 8 , 1 8 1 . 0 5 ’ , T r e e +5 5 . 0 5 , 6 8 . 1 1 ’ , T r e e +5 6 . 0 7 , 1 3 5 . 7 4 ’ , T r e e +6 1 . 3 4 , 9 2 . 5 8 ’ , T r e e +6 4 . 7 8 , 1 1 3 . 4 4 ’ , T r e e +6 5 . 8 4 , 1 6 3 . 6 4 ’ , T r e e +6 7 . 8 6 , 2 6 . 9 0 ’ , T r e e +8 4 . 4 2 , 1 8 3 . 5 7 ’ , T r e e +8 8 . 5 2 , 5 8 . 3 2 ’ , T r e e +9 0 . 1 9 , 1 1 1 . 9 0 ’ , T r e e +9 1 . 6 0 , 1 6 1 . 1 5 ’ , T r e e +9 2 . 4 1 , 1 3 9 . 9 3 ’ , T r e e 39 + 0 0 . 9 5 , 1 3 1 . 7 9 ’ , T r e e +0 6 . 7 4 , 1 0 4 . 8 0 ’ , T r e e +0 9 . 4 5 , 7 8 . 0 6 ’ , T r e e +1 4 . 4 8 , 1 2 9 . 1 7 ’ , T r e e +2 1 . 1 9 , 6 2 . 4 1 ’ , T r e e +2 5 . 1 4 , 3 0 . 0 2 ’ , T r e e +2 5 . 4 5 , 1 5 1 . 4 4 ’ , T r e e +2 8 . 0 3 , 1 2 8 . 9 7 ’ , T r e e +3 1 . 1 0 , 8 0 . 1 6 ’ , T r e e +3 5 . 3 9 , 1 4 6 . 1 9 ’ , T r e e +3 7 . 0 1 , 1 4 2 . 8 8 ’ , T r e e +4 2 . 7 3 , 9 6 . 3 9 ’ , T r e e +4 4 . 3 1 , 6 . 6 8 ’ , T r e e +4 4 . 6 1 , 1 7 2 . 1 0 ’ , T r e e +4 5 . 2 5 , 8 6 . 1 6 ’ , T r e e +4 8 . 2 7 , 2 3 . 5 1 ’ , T r e e +5 1 . 6 1 , 1 8 9 . 3 7 ’ , T r e e +5 8 . 9 8 , 1 8 4 . 5 5 ’ , T r e e +6 0 . 2 0 , 1 9 . 4 5 ’ , T r e e +6 3 . 1 8 , 7 7 . 6 7 ’ , T r e e +6 5 . 6 2 , 1 0 0 . 4 8 ’ , T r e e +6 6 . 7 4 , 5 2 . 9 9 ’ , T r e e +6 9 . 0 1 , 1 6 3 . 8 8 ’ , T r e e +7 4 . 2 6 , 1 0 7 . 4 5 ’ , T r e e +7 6 . 4 2 , 1 9 9 . 1 7 ’ , T r e e +7 6 . 9 5 , 1 3 6 . 0 1 ’ , T r e e +8 1 . 3 5 , 3 8 . 7 5 ’ , T r e e +8 5 . 1 9 , 4 5 . 4 8 ’ , T r e e +8 6 . 8 9 , 1 8 9 . 8 8 ’ , T r e e +8 9 . 5 1 , 1 9 1 . 0 9 ’ , T r e e 40 + 0 0 . 3 0 , 1 0 0 . 2 9 ’ , T r e e +1 2 . 2 9 , 1 4 8 . 4 0 ’ , T r e e +1 3 . 2 4 , 1 0 6 . 5 9 ’ , T r e e +2 1 . 2 4 , 1 8 8 . 0 1 ’ , T r e e +3 2 . 0 3 , 1 0 . 6 3 ’ , T r e e +3 4 . 5 4 , 8 5 . 3 9 ’ , T r e e +3 8 . 4 6 , 1 3 0 . 2 0 ’ , T r e e +4 1 . 2 1 , 8 1 . 1 1 ’ , T r e e +4 8 . 3 7 , 1 0 2 . 2 5 ’ , T r e e +4 8 . 4 3 , 1 3 8 . 8 0 ’ , T r e e +4 8 . 6 1 , 3 1 . 3 6 ’ , T r e e +4 9 . 6 4 , 6 8 . 8 1 ’ , T r e e +5 5 . 5 2 , 2 9 . 8 8 ’ , T r e e +5 6 . 3 2 , 9 7 . 0 2 ’ , T r e e +5 6 . 6 9 , 1 5 3 . 7 3 ’ , T r e e +5 8 . 4 3 , 1 1 2 . 4 0 ’ , T r e e +6 0 . 2 5 , 2 1 . 1 9 ’ , T r e e +6 1 . 0 8 , 1 4 1 . 6 9 ’ , T r e e +6 1 . 6 9 , 1 6 3 . 3 8 ’ , T r e e +6 8 . 6 3 , 1 6 7 . 7 2 ’ , T r e e +8 1 . 1 1 , 1 6 0 . 5 1 ’ , T r e e +8 3 . 7 1 , 3 8 . 1 0 ’ , T r e e +8 4 . 2 5 , 1 4 1 . 4 9 ’ , T r e e +8 4 . 3 4 , 9 6 . 2 7 ’ , T r e e +8 6 . 2 5 , 9 4 . 8 5 ’ , T r e e +8 7 . 4 2 , 9 1 . 3 2 ’ , T r e e +8 8 . 5 6 , 1 0 4 . 3 2 ’ , T r e e +8 9 . 8 7 , 6 2 . 2 1 ’ , T r e e +8 9 . 9 1 , 1 6 4 . 3 8 ’ , T r e e 41 + 0 2 . 1 4 , 1 8 6 . 5 6 ’ , T r e e +0 5 . 6 0 , 1 4 5 . 3 0 ’ , T r e e +1 1 . 8 1 , 1 7 6 . 7 5 ’ , T r e e +1 2 . 1 0 , 1 1 6 . 2 3 ’ , T r e e +1 5 . 5 9 , 1 0 3 . 3 0 ’ , T r e e +1 6 . 2 4 , 1 4 2 . 3 2 ’ , T r e e +2 1 . 2 6 , 8 3 . 3 5 ’ , T r e e +2 1 . 4 0 , 5 5 . 7 9 ’ , T r e e +2 1 . 9 1 , 1 9 8 . 1 0 ’ , T r e e +2 2 . 0 4 , 1 7 1 . 1 4 ’ , T r e e +2 2 . 7 9 , 8 . 2 3 ’ , T r e e +2 4 . 0 2 , 1 9 5 . 8 7 ’ , T r e e +2 4 . 7 3 , 1 9 9 . 8 5 ’ , T r e e +2 4 . 7 6 , 1 6 5 . 5 4 ’ , T r e e +2 7 . 2 4 , 1 1 0 . 4 1 ’ , T r e e +2 8 . 8 7 , 1 5 6 . 1 1 ’ , T r e e +3 0 . 2 2 , 1 3 3 . 3 6 ’ , T r e e +3 4 . 2 4 , 1 1 3 . 1 2 ’ , T r e e +3 5 . 2 0 , 1 4 3 . 3 9 ’ , T r e e +9 3 . 9 6 , 1 9 6 . 1 0 ’ , C n t r l . P t . +1 3 . 6 2 , 1 6 6 . 6 7 ’ , C n t r l . P t . +2 8 . 1 3 , 1 2 9 . 4 4 ’ , C n t r l . P t . +3 3 . 4 9 , 8 . 3 0 ’ , T r e e 38 + 3 4 . 0 2 , 2 7 . 7 6 ’ , S i g n 39 + 2 5 . 4 5 , 1 5 7 . 5 6 ’ , T r e e 37 + 3 0 . 8 7 , 3 3 . 4 4 ’ , C n t r l . P t . 41 + 0 7 . 3 9 , 2 9 . 9 9 ’ , C n t r l . P t . + 6 7 . 6 4 , 7 4 . 5 3 ’ , T r e e +8 5 . 7 2 , 2 1 . 2 7 ’ , T r e e + 6 7 . 3 6 , 7 9 . 0 7 ’ , T r e e +3 5 . 2 0 , 1 4 3 . 3 9 ’ , T r e e 42 + 2 9 . 4 4 , 6 7 . 1 0 ’ , T r e e 42 + 3 3 . 1 1 , 8 3 . 1 5 ’ , P i n e +3 4 . 5 5 , 7 1 . 1 8 ’ , P i n e +3 5 . 9 0 , 5 3 . 9 6 ’ , P i n e +3 7 . 2 9 , 3 9 . 6 2 ’ , P i n e +3 8 . 4 6 , 2 6 . 5 0 ’ , P i n e +3 8 . 8 9 , 1 3 . 2 6 ’ , P i n e PLAN VIEW Woods Woods Conc.Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc.Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch Conc. Porch 43 + 2 8 . 1 1 , 7 3 . 9 4 ’ , C a t c h B a s i n STA. 37+60 TO STA. 42+40 "A" 18 1 5 " R C P 10" PVC 12 " R C P 15" RCP 30 " R C P XOH EOH EOH EOH EOH EOH EOH EOH E HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:27:09 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.06.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHC4 MHC4 MH C 4 MHC4 CBC15 CBC15 CBC15 CBC15 MHC4 MHC 4 MHC4 MHC4 INB15 MHJ 4 PROFILES STA. 37+60 TO STA. 42+40 "A" + 19 683PRA1000.00000083020 5 NOGAP 683PRA1000.00000083020 5 NOGAP 38+00 39+00 40+00 41+00 42+00 43+0038+00 39+00 40+00 41+00 42+00 43+0038+00 39+00 40+00 41+00 42+00 43+00 85 6 . 9 85 6 . 9 85 6 . 9 85 6 . 7 85 6 . 5 85 6 . 2 85 5 . 9 85 6 . 2 85 6 . 9 85 7 . 4 85 6 . 7 85 5 . 7 85 5 . 1 85 5 . 0 85 4 . 9 85 4 . 6 85 4 . 1 85 3 . 8 85 4 . 0 85 4 . 0 85 3 . 7 85 3 . 0 85 2 . 9 85 3 . 3 85 1 . 9 85 1 . 6 85 1 . 6 85 1 . 4 38+00 39+00 40+00 41+00 42+0038+00 39+00 40+00 41+00 42+00 85 6 . 9 85 6 . 5 85 6 . 5 85 6 . 4 85 5 . 8 85 5 . 2 85 5 . 0 85 5 . 5 85 6 . 1 85 6 . 7 85 7 . 1 85 6 . 7 85 6 . 0 85 5 . 9 85 5 . 8 85 5 . 2 85 4 . 4 85 4 . 1 85 3 . 8 85 3 . 2 85 2 . 6 85 2 . 0 85 1 . 6 85 1 . 4 85 1 . 2 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:27:23 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.06.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 38+00 39+00 40+00 41+00 42+0038+00 39+00 40+00 41+00 42+00 85 6 . 9 85 6 . 9 85 6 . 9 85 6 . 7 85 6 . 6 85 6 . 3 85 6 . 0 85 6 . 0 85 6 . 7 85 7 . 3 85 6 . 9 85 5 . 9 85 5 . 1 85 5 . 0 85 4 . 9 85 4 . 6 85 4 . 2 85 3 . 8 85 3 . 9 85 4 . 1 85 3 . 8 85 3 . 2 85 2 . 7 85 3 . 3 85 1 . 9 43+00 42 + 2 9 . 4 4 , 6 7 . 1 0 ’ , T r e e 43 + 2 8 . 1 1 , 7 3 . 9 4 ’ , C a t c h B a s i n 45 + 2 7 . 9 2 , 2 0 . 9 3 ’ , T r e e +2 8 . 1 9 , 4 6 . 6 5 ’ , T r e e +5 7 . 9 2 , 2 0 . 1 3 ’ , T r e e +5 8 . 1 7 , 2 0 . 2 6 ’ , T r e e +8 8 . 1 3 , 4 5 . 7 0 ’ , T r e e + 8 8 . 7 9 , 2 0 . 5 2 ’ , T r e e 47 + 1 1 . 5 1 , 5 3 . 6 4 ’ , S i g n +1 9 . 6 9 , 1 6 . 5 6 ’ , P o s t +6 2 . 1 8 , 6 5 . 3 0 ’ , C a t c h B a s i n 42 + 3 3 . 1 1 , 8 3 . 1 5 ’ , P i n e + 3 4 . 5 5 , 7 1 . 1 8 ’ , P i n e + 3 5 . 9 0 , 5 3 . 9 6 ’ , P i n e + 3 7 . 2 9 , 3 9 . 6 2 ’ , P i n e + 3 8 . 4 6 , 2 6 . 5 0 ’ , P i n e + 3 8 . 8 9 , 1 3 . 2 6 ’ , P i n e 43 + 9 0 . 9 4 , 3 3 . 6 9 ’ , C o m b . P o l e + 7 1 . 2 0 , 1 7 . 0 6 ’ , C a t c h B a s i n + 7 2 . 3 2 , 3 8 . 7 0 ’ , T e l . P e d . 44 + 0 3 . 0 2 , 3 4 . 9 6 ’ , G u y W i r e 46 + 0 1 . 0 9 , 1 1 2 . 5 8 ’ , F i r e H y d . + 1 5 . 2 9 , 8 7 . 2 7 ’ , C n t r l . P t . + 1 6 . 3 3 , 3 6 . 2 5 ’ , C o m b . P o l e + 2 1 . 3 2 , 7 0 . 9 6 ’ , S i g n + 5 3 . 8 1 , 4 9 . 4 9 ’ , P i n e + 6 7 . 5 6 , 4 8 . 8 2 ’ , P i n e + 9 1 . 4 1 , 4 8 . 3 3 ’ , P i n e 47 + 0 6 . 8 8 , 4 9 . 6 3 ’ , T r e e + 2 2 . 6 3 , 4 8 . 1 2 ’ , P i n e + 4 6 . 9 9 , 1 2 9 . 2 3 ’ , L i g h t + 5 7 . 4 4 , 4 3 . 8 1 ’ , P i n e + 7 2 . 2 9 , 4 7 . 0 4 ’ , P i n e PLAN VIEW Grass Brush 1 Sty Brick Conc. Grass Brush Asphalt Grass 1 Sty. Frame Walk Grass Grass Walk Wa l k Wa l k Conc. Porch STA. 42+40 TO STA. 47+60 "A" 20 8" V C P 1 5 " R C P 10" PVC 18" R C P 18" RCP T XOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH E HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:27:35 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.07.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 M H C 4 MHJ4 INB15 INB15 MHC 4 M H K 4 INB15 MHJ4 INB15 INB15 INB15 INB15 MHJ4 MHC4 PROFILES STA. 42+40 TO STA. 47+60 "A" + 48+00 21 683PRA1000.00000083020 5 NOGAP 47+0047+0047+00 84 5 . 1 84 5 . 1 84 4 . 9 84 5 . 0 84 5 . 1 43+00 44+00 45+00 46+00 47+00 48+0043+00 44+00 45+00 46+00 47+00 48+00 85 1 . 9 85 1 . 7 85 1 . 7 85 1 . 8 85 1 . 9 85 1 . 1 85 0 . 7 85 0 . 3 84 9 . 9 84 9 . 7 84 9 . 6 84 9 . 3 84 8 . 9 84 8 . 4 84 7 . 9 84 7 . 2 84 6 . 8 84 5 . 8 84 4 . 3 84 4 . 2 84 4 . 5 84 4 . 5 84 4 . 2 84 4 . 2 84 4 . 2 84 4 . 2 84 4 . 3 43+00 44+00 45+00 46+00 43+00 44+00 45+00 46+00 47+0043+00 44+00 45+00 46+00 47+00 85 1 . 2 85 1 . 2 85 1 . 1 85 0 . 7 85 0 . 2 84 9 . 9 84 9 . 7 84 9 . 1 84 8 . 7 84 7 . 9 84 7 . 4 84 7 . 2 84 7 . 1 84 6 . 9 84 6 . 8 84 7 . 0 84 7 . 0 84 5 . 5 84 5 . 8 84 6 . 4 84 6 . 3 84 6 . 2 84 6 . 4 84 6 . 4 84 6 . 4 84 6 . 0 84 6 . 0 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:27:51 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.07.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 47 + 0 6 . 8 8 , 4 9 . 6 3 ’ , T r e e +2 2 . 6 3 , 4 8 . 1 2 ’ , P i n e +4 6 . 9 9 , 1 2 9 . 2 3 ’ , L i g h t +5 7 . 4 4 , 4 3 . 8 1 ’ , P i n e + 7 2 . 2 9 , 4 7 . 0 4 ’ , P i n e +9 2 . 9 6 , 5 1 . 0 8 ’ , T r e e 48 + 0 6 . 3 1 , 4 7 . 7 6 ’ , P i n e +1 3 . 9 5 , 5 4 . 0 5 ’ , P i n e +2 1 . 0 1 , 4 8 . 4 8 ’ , P i n e +3 6 . 6 8 , 3 6 . 4 4 ’ , C o m b . P o l e +4 0 . 7 7 , 3 2 . 9 0 ’ , C C + 4 2 . 7 6 , 7 4 . 3 3 ’ , P i n e +4 3 . 3 0 , 1 1 8 . 1 0 ’ , P i n e +7 6 . 2 5 , 1 8 . 2 5 ’ , T r e e +8 8 . 7 7 , 1 8 . 6 5 ’ , T r e e 49 + 2 6 . 7 8 , 1 2 9 . 7 4 ’ , L i g h t +3 6 . 1 7 , 4 7 . 9 5 ’ , P i n e + 4 3 . 9 3 , 9 0 . 3 4 ’ , C a t c h B a s i n + 4 4 . 2 4 , 9 0 . 4 3 ’ , C a t c h B a s i n +7 7 . 0 0 , 2 8 . 1 6 ’ , C n t r l . P t . 47 + 1 1 . 5 1 , 5 3 . 6 4 ’ , S i g n +1 9 . 6 9 , 1 6 . 5 6 ’ , P o s t +6 2 . 1 8 , 6 5 . 3 0 ’ , C a t c h B a s i n 48 + 0 2 . 9 7 , 7 2 . 2 2 ’ , T r e e 51 + 8 2 . 9 9 , 1 9 6 . 9 7 ’ , C a t c h B a s i n +7 8 . 6 9 , 4 8 . 6 5 ’ , P i n e 50 + 1 3 . 2 8 , 1 1 7 . 0 4 ’ , P i n e +2 0 . 9 0 , 1 0 3 . 0 6 ’ , C n t r l . P t . +2 2 . 8 3 , 1 1 3 . 2 1 ’ , F i r e H y d . +2 3 . 4 9 , 6 3 . 6 2 ’ , P i n e +2 4 . 6 4 , 5 4 . 9 9 ’ , P i n e +3 9 . 3 7 , 5 1 . 2 9 ’ , P i n e +5 8 . 0 8 , 5 6 . 1 7 ’ , P i n e +5 8 . 5 3 , 3 7 . 5 9 ’ , C o m b . P o l e +7 3 . 1 4 , 1 2 1 . 9 2 ’ , P i n e +7 3 . 2 9 , 1 3 1 . 2 0 ’ , P i n e +8 0 . 7 0 , 5 2 . 4 8 ’ , P i n e +8 2 . 0 3 , 1 1 0 . 2 9 ’ , S i g n +8 9 . 4 6 , 6 6 . 9 2 ’ , P i n e +9 2 . 3 3 , 1 3 1 . 0 7 ’ , P i n e 51 + 1 3 . 5 6 , 6 5 . 7 9 ’ , P i n e +3 0 . 3 9 , 5 3 . 9 5 ’ , P i n e +3 5 . 0 8 , 1 2 0 . 5 3 ’ , P i n e +4 3 . 7 7 , 1 1 1 . 9 5 ’ , P i n e +4 4 . 7 2 , 1 3 0 . 1 0 ’ , P i n e +6 9 . 0 1 , 1 2 5 . 7 6 ’ , P i n e +8 1 . 1 3 , 1 0 9 . 6 3 ’ , P i n e +8 3 . 9 1 , 1 3 3 . 7 1 ’ , A C U n i t +8 6 . 7 2 , 5 3 . 5 0 ’ , P i n e +8 7 . 8 2 , 1 3 3 . 8 5 ’ , A C U n i t +8 8 . 7 9 , 1 3 2 . 2 8 ’ , B u s h +9 4 . 9 2 , 1 3 4 . 5 3 ’ , B u s h 52 + 0 7 . 1 7 , 5 6 . 3 2 ’ , P i n e +0 8 . 1 2 , 9 9 . 2 1 ’ , P i n e +1 5 . 7 3 , 1 0 6 . 4 5 ’ , P i n e +1 6 . 2 7 , 4 7 . 4 6 ’ , P i n e +2 1 . 6 8 , 1 0 2 . 3 0 ’ , S a n . M . H . +2 1 . 9 0 , 1 0 2 . 2 1 ’ , S a n . M . H . +2 7 . 6 0 , 1 2 5 . 5 7 ’ , P i n e +3 1 . 9 7 , 5 1 . 6 6 ’ , P i n e +3 7 . 8 8 , 1 2 4 . 3 3 ’ , P i n e +4 5 . 8 0 , 1 2 1 . 2 1 ’ , P i n e +4 8 . 3 5 , 1 0 9 . 7 3 ’ , P i n e +4 8 . 6 6 , 5 5 . 8 8 ’ , P i n e +5 7 . 8 4 , 9 4 . 4 9 ’ , P i n e +6 5 . 2 3 , 1 0 0 . 0 6 ’ , P i n e +6 5 . 7 4 , 5 1 . 6 9 ’ , P i n e PLAN VIEW Asphalt 1 Sty. Frame Bldg. Grass Walk Wa l k Wa l k Wa l k Wa l k GrassGrass Grass Grass Conc. Asphalt AsphaltAsphalt Grass Asphalt Conc. Asphalt Gate Chain Link Fence Chain Link Fence +7 3 . 6 8 , 9 1 . 8 2 ’ , L i g h t +7 4 . 3 5 , 1 1 0 . 6 1 ’ , P i n e +7 5 . 9 4 , 4 2 . 4 6 ’ , T e l . P e d . +7 6 . 1 5 , 4 1 . 0 7 ’ , T e l . P e d . +7 8 . 3 3 , 4 0 . 5 4 ’ , T e l . P e d . +7 8 . 8 7 , 3 8 . 0 4 ’ , C o m b . P o l e +8 1 . 3 3 , 4 0 . 2 2 ’ , B u s h +8 1 . 8 8 , 5 6 . 0 4 ’ , S t u m p +8 1 . 9 5 , 9 4 . 1 0 ’ , P i n e STA. 47+60 TO STA. 52+40 "A" 22 12" RCP 12" RCP 15" R C P 15 " R C P 8" V C P 18 " R C P 8 " V C P ( S a n ) AC AC S TT T S OH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH E HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:28:04 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.08.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHJ4 MHJ4 MHJ4 MHC4 INB15 MHJ4 INB15 INB15 MHC4 MHJ15 MHJ15 MHJ15 MHJ15MHJ15 PROFILES STA. 47+60 TO STA. 52+40 "A" 23 683PRA1000.00000083020 5 NOGAP 48+00 49+00 50+00 51+00 52+0048+00 49+00 50+00 51+00 52+0048+00 49+00 50+00 51+00 52+00 84 5 . 0 84 5 . 1 84 4 . 5 84 4 . 1 84 4 . 0 84 3 . 9 84 3 . 8 84 3 . 8 84 3 . 6 84 3 . 6 84 3 . 4 84 3 . 3 84 3 . 1 84 3 . 1 84 3 . 0 84 2 . 9 84 2 . 9 84 2 . 8 84 2 . 7 84 2 . 8 84 2 . 8 84 3 . 0 84 3 . 2 84 3 . 4 84 3 . 5 84 3 . 4 48+00 49+00 50+00 51+00 52+0048+00 49+00 50+00 51+00 52+00 84 4 . 2 84 4 . 3 84 3 . 9 84 3 . 6 84 3 . 5 84 3 . 3 84 3 . 3 84 3 . 4 84 3 . 1 84 3 . 2 84 2 . 9 84 2 . 8 84 2 . 7 84 2 . 6 84 2 . 5 84 2 . 4 84 2 . 4 84 2 . 4 84 2 . 3 84 2 . 4 84 2 . 5 84 2 . 6 84 2 . 7 84 2 . 9 84 2 . 8 84 2 . 7 48+00 49+00 50+00 51+00 52+0048+00 49+00 50+00 51+00 52+00 84 6 . 4 84 6 . 0 84 6 . 0 84 5 . 3 84 4 . 7 84 4 . 3 84 4 . 0 84 4 . 0 84 4 . 0 84 4 . 0 84 3 . 8 84 3 . 8 84 3 . 6 84 3 . 5 84 3 . 4 84 3 . 4 84 3 . 3 84 3 . 2 84 3 . 1 84 3 . 1 84 3 . 1 84 3 . 1 84 3 . 2 84 3 . 4 84 3 . 6 84 3 . 6 84 3 . 5 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:28:11 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.08.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 24 12 " V C P ( S A N ) 12 " V C P ( S A N ) 24 " R C P 8" VCP (San) 12 " V C P ( S A N ) 8" VCP (San)8 " V C P ( S a n ) S TT T WV W GTT S S S W E E W WV WV S GGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH ETTTTT HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:28:25 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.09.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHJ4 INB15 INB15 MHJ15 MHJ15 PROFILES STA. 52+40 TO STA. 55+40 "A" 25 683PRA1000.00000083020 5 NOGAP 53+00 54+00 55+0053+00 54+00 55+0053+00 54+00 55+00 84 3 . 3 84 3 . 2 84 3 . 1 84 3 . 0 84 2 . 9 84 2 . 6 84 2 . 2 84 1 . 7 84 1 . 1 84 0 . 2 83 9 . 7 84 0 . 4 84 2 . 4 84 2 . 3 84 2 . 7 53+00 54+00 55+0053+00 54+00 55+00 84 3 . 5 84 3 . 4 84 3 . 4 84 3 . 3 84 3 . 2 84 3 . 1 84 3 . 0 84 2 . 7 84 2 . 4 84 2 . 1 84 1 . 8 84 0 . 4 83 9 . 7 84 1 . 0 84 2 . 4 84 2 . 8 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:28:34 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.09.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 2+ 0 5 . 1 0 , 4 2 . 1 9 ’ , T r e e +3 1 . 6 3 , 5 6 . 2 6 ’ , T r e e +4 1 . 3 7 , 2 6 . 5 6 ’ , C o m b . P o l e +5 5 . 7 1 , 3 2 . 7 3 ’ , T r e e +9 0 . 0 9 , 1 3 . 4 5 ’ , S i g n +9 6 . 0 4 , 7 7 . 3 0 ’ , T r e e +9 8 . 5 4 , 9 . 7 6 ’ , S i g n 3+ 0 3 . 0 3 , 3 2 . 4 8 ’ , T r e e +0 3 . 0 5 , 3 2 . 3 9 ’ , T r e e +0 5 . 1 3 , 7 7 . 5 0 ’ , T r e e +1 6 . 2 4 , 3 2 . 7 3 ’ , T r e e +1 6 . 3 9 , 3 2 . 9 4 ’ , T r e e +1 6 . 6 9 , 9 . 9 5 ’ , S i g n +2 6 . 0 6 , 2 7 . 5 1 ’ , T e l . P e d . +3 1 . 1 3 , 8 0 . 3 3 ’ , P i n e +3 2 . 1 5 , 9 2 . 5 7 ’ , P i n e +3 8 . 5 7 , 8 3 . 0 2 ’ , P i n e +3 8 . 6 1 , 7 4 . 3 5 ’ , P i n e +3 9 . 7 2 , 5 7 . 0 1 ’ , P i n e +4 0 . 1 4 , 9 1 . 5 1 ’ , P i n e +5 7 . 6 5 , 2 4 . 0 2 ’ , T r e e +6 2 . 5 4 , 3 0 . 0 5 ’ , W a t . M e t . +6 7 . 5 4 , 6 8 . 1 1 ’ , E l e c . M e t . B o x +8 8 . 2 3 , 5 9 . 3 8 ’ , T r e e +9 4 . 4 5 , 2 1 . 4 0 ’ , M a i l B o x +9 6 . 1 1 , 4 4 . 6 4 ’ , T r e e +9 6 . 8 4 , 6 2 . 7 5 ’ , T r e e 4+ 0 2 . 4 6 , 6 6 . 1 7 ’ , C l e a n O u t +1 0 . 8 0 , 6 3 . 7 0 ’ , T r e e +1 0 . 8 4 , 2 6 . 4 5 ’ , T r e e +1 1 . 4 1 , 2 6 . 2 3 ’ , T r e e +2 6 . 6 5 , 2 5 . 8 6 ’ , C o m b . P o l e +4 2 . 5 2 , 2 3 . 6 6 ’ , M a i l B o x +5 4 . 4 3 , 5 3 . 3 9 ’ , E l e c . M e t . B o x +8 3 . 4 6 , 3 7 . 8 1 ’ , W a t . M e t . +9 2 . 0 1 , 4 2 . 7 7 ’ , T r e e 5+ 0 7 . 2 3 , 4 9 . 9 3 ’ , T r e e +1 3 . 8 3 , 2 4 . 7 6 ’ , S i g n +3 2 . 2 3 , 9 9 . 2 0 ’ , P i n e +3 2 . 4 0 , 7 0 . 7 3 ’ , P i n e + 3 2 . 4 5 , 5 6 . 4 9 ’ , S t u m p +4 1 . 1 2 , 4 8 . 0 7 ’ , S i g n +4 6 . 6 5 , 9 . 5 2 ’ , W a t . V a l v e +7 0 . 6 7 , 4 4 . 4 7 ’ , S i g n +8 0 . 6 3 , 4 3 . 9 1 ’ , G u y W i r e +8 0 . 9 5 , 4 3 . 2 3 ’ , G u y W i r e +8 1 . 6 9 , 2 8 . 2 6 ’ , T r e e +8 2 . 5 0 , 2 5 . 8 7 ’ , C o m b . P o l e +8 3 . 5 4 , 9 6 . 2 7 ’ , S a n . M . H . +8 8 . 5 8 , 1 2 . 3 1 ’ , M a i l B o x +8 8 . 7 1 , 4 6 . 5 3 ’ , P i n e +9 7 . 1 1 , 6 9 . 2 2 ’ , B u s h 6+ 2 4 . 8 9 , 4 1 . 1 7 ’ , W a t . M e t . +2 5 . 0 4 , 7 5 . 5 3 ’ , B u s h +2 5 . 9 6 , 7 9 . 1 6 ’ , B u s h +3 2 . 8 2 , 7 8 . 7 2 ’ , B u s h +4 1 . 7 1 , 7 8 . 5 4 ’ , P i n e +4 7 . 7 2 , 7 6 . 6 4 ’ , B u s h +5 7 . 6 3 , 7 8 . 9 9 ’ , B u s h +6 0 . 9 2 , 4 3 . 9 8 ’ , T r e e +6 5 . 0 3 , 7 4 . 7 1 ’ , B u s h +7 0 . 1 5 , 7 8 . 7 9 ’ , B u s h +7 2 . 9 4 , 7 5 . 5 8 ’ , T r e e +8 6 . 7 9 , 6 3 . 6 9 ’ , P i n e +8 7 . 5 3 , 1 3 . 6 1 ’ , C o m b . P o l e +8 7 . 6 1 , 7 3 . 9 2 ’ , P i n e +8 8 . 5 2 , 1 2 . 9 8 ’ , G a s M e t . +9 0 . 0 6 , 2 2 . 9 5 ’ , G u y W i r e +9 0 . 3 4 , 1 9 . 4 9 ’ , G u y W i r e +9 0 . 4 2 , 3 9 . 8 9 ’ , C o m b . P o l e +9 3 . 6 8 , 3 0 . 0 0 ’ , R B F +9 7 . 2 9 , 2 1 . 2 1 ’ , B u s h +9 9 . 1 5 , 1 1 . 7 9 ’ , G a s M k r . 7+ 0 4 . 0 9 , 2 0 . 7 5 ’ , B u s h +1 0 . 4 4 , 2 0 . 7 7 ’ , B u s h +1 5 . 8 1 , 2 1 . 0 7 ’ , B u s h +2 1 . 6 9 , 2 1 . 0 4 ’ , B u s h +2 6 . 5 1 , 2 1 . 3 4 ’ , B u s h +3 1 . 4 2 , 2 0 . 6 2 ’ , B u s h +3 1 . 5 3 , 4 8 . 1 6 ’ , T r e e +3 6 . 4 7 , 2 0 . 9 8 ’ , B u s h +3 9 . 6 1 , 1 2 . 6 2 ’ , M a i l B o x +4 1 . 4 4 , 2 1 . 1 8 ’ , B u s h +4 3 . 1 1 , 4 8 . 4 0 ’ , T r e e +4 6 . 6 0 , 2 0 . 9 8 ’ , B u s h +5 1 . 5 9 , 2 1 . 0 8 ’ , B u s h +5 5 . 2 8 , 1 3 . 9 7 ’ , S i g n +5 5 . 9 8 , 2 1 . 0 2 ’ , B u s h +6 0 . 9 5 , 2 0 . 9 5 ’ , B u s h +6 3 . 4 3 , 4 0 . 7 5 ’ , L i g h t +6 4 . 1 9 , 2 0 . 7 5 ’ , B u s h +8 4 . 1 6 , 2 0 . 1 7 ’ , B u s h +8 5 . 6 7 , 7 1 . 4 5 ’ , B u s h +8 7 . 1 4 , 1 9 . 4 7 ’ , B u s h +9 0 . 2 4 , 1 7 . 1 5 ’ , B u s h +9 3 . 8 5 , 1 8 . 6 9 ’ , B u s h +9 4 . 1 5 , 3 9 . 2 2 ’ , T r e e +9 8 . 6 7 , 2 1 . 3 7 ’ , B u s h 8+ 0 1 . 8 6 , 2 3 . 2 5 ’ , B u s h +0 6 . 0 1 , 2 7 . 1 9 ’ , B u s h +0 9 . 1 2 , 3 0 . 7 7 ’ , B u s h +1 0 . 0 5 , 3 7 . 5 9 ’ , B u s h +1 1 . 0 2 , 5 9 . 2 2 ’ , B u s h +1 1 . 2 5 , 4 6 . 2 6 ’ , B u s h +1 1 . 2 9 , 6 5 . 1 9 ’ , B u s h +1 1 . 4 5 , 5 6 . 0 3 ’ , B u s h +1 1 . 6 7 , 4 9 . 8 2 ’ , B u s h +1 1 . 6 9 , 7 5 . 1 4 ’ , B u s h +1 1 . 9 3 , 6 9 . 0 6 ’ , B u s h +1 7 . 2 0 , 3 8 . 5 8 ’ , W a t . V a l v e +1 9 . 0 8 , 3 2 . 1 1 ’ , W a t . V a l v e +2 2 . 0 0 , 2 9 . 3 1 ’ , W a t . V a l v e 2+ 0 4 . 3 5 , 5 0 . 6 2 ’ , P i n e + 1 4 . 1 8 , 5 0 . 7 0 ’ , P i n e +1 9 . 0 2 , 3 0 . 9 1 ’ , P i n e +2 7 . 8 9 , 4 9 . 4 3 ’ , P i n e +3 6 . 5 2 , 7 1 . 8 4 ’ , P i n e +3 9 . 1 7 , 3 0 . 2 6 ’ , P i n e +5 1 . 0 4 , 4 1 . 8 0 ’ , P i n e +6 1 . 6 8 , 5 5 . 2 0 ’ , P i n e +7 2 . 5 2 , 7 2 . 6 0 ’ , P i n e +7 4 . 5 2 , 4 2 . 2 5 ’ , P i n e +8 5 . 4 3 , 5 9 . 0 7 ’ , P i n e +9 8 . 9 7 , 1 4 . 6 3 ’ , S i g n 3+ 0 7 . 6 5 , 6 4 . 0 8 ’ , P i n e +1 2 . 0 2 , 4 7 . 1 0 ’ , P i n e +1 6 . 2 5 , 1 6 . 2 2 ’ , S i g n +4 0 . 5 2 , 7 3 . 4 5 ’ , P i n e +4 7 . 1 1 , 3 1 . 6 0 ’ , P i n e +5 6 . 6 1 , 6 2 . 1 8 ’ , P i n e +5 7 . 3 8 , 6 1 . 6 3 ’ , P i n e +6 6 . 6 2 , 3 9 . 7 8 ’ , W a t . V a l v e +6 9 . 7 7 , 3 7 . 2 2 ’ , W a t . V a l v e +8 1 . 9 5 , 6 4 . 8 9 ’ , P i n e +8 2 . 8 0 , 7 6 . 4 2 ’ , P i n e +8 9 . 4 8 , 1 0 7 . 2 2 ’ , P i n e +8 9 . 7 7 , 1 3 2 . 5 6 ’ , P i n e +9 0 . 9 7 , 1 4 8 . 3 4 ’ , P i n e +9 2 . 2 1 , 1 9 2 . 8 6 ’ , P i n e +9 3 . 0 9 , 1 8 2 . 3 3 ’ , P i n e +9 3 . 5 1 , 1 6 0 . 6 9 ’ , P i n e + 9 7 . 9 7 , 2 9 . 8 4 ’ , S i g n +9 9 . 3 9 , 1 6 7 . 6 6 ’ , P i n e 4+ 0 0 . 0 6 , 1 0 1 . 3 5 ’ , P i n e +0 0 . 6 3 , 1 1 4 . 4 9 ’ , P i n e +0 2 . 1 3 , 1 7 9 . 2 3 ’ , P i n e +0 2 . 2 3 , 2 7 . 2 8 ’ , S a n . M . H . +0 3 . 6 0 , 1 9 4 . 0 6 ’ , L i g h t +0 4 . 8 5 , 3 2 . 2 4 ’ , F i r e H y d . +0 4 . 9 1 , 5 6 . 4 6 ’ , P i n e +0 7 . 6 4 , 7 0 . 5 6 ’ , L i g h t +1 3 . 0 9 , 4 6 . 8 4 ’ , S i g n +4 1 . 2 3 , 1 8 4 . 5 1 ’ , P i n e +4 1 . 7 1 , 1 6 0 . 8 2 ’ , P i n e +4 2 . 3 4 , 1 3 3 . 3 7 ’ , P i n e +4 4 . 0 0 , 1 1 5 . 7 0 ’ , P i n e +4 4 . 8 0 , 5 9 . 4 0 ’ , P i n e +4 6 . 4 2 , 1 9 8 . 4 1 ’ , P i n e +4 8 . 0 5 , 1 5 0 . 7 5 ’ , P i n e +4 8 . 9 3 , 6 8 . 9 7 ’ , P i n e +5 0 . 6 4 , 7 7 . 4 1 ’ , P i n e +5 1 . 8 2 , 9 6 . 9 6 ’ , S t u m p +5 1 . 9 9 , 1 2 5 . 8 1 ’ , P i n e +5 8 . 7 6 , 4 6 . 9 5 ’ , T e l . P e d . +5 8 . 9 3 , 4 4 . 0 2 ’ , T e l . P e d . +6 0 . 8 2 , 3 3 . 9 8 ’ , G a s M e t . +6 0 . 8 9 , 4 2 . 4 3 ’ , C o m b . P o l e +7 5 . 8 6 , 4 1 . 4 3 ’ , T r e e +8 1 . 0 4 , 5 0 . 9 0 ’ , T r e e +8 9 . 8 9 , 4 1 . 7 1 ’ , T r e e 5+ 0 6 . 6 1 , 1 9 . 9 8 ’ , C o n t r o l P n t . +3 0 . 1 7 , 6 5 . 7 2 ’ , T r e e +3 1 . 4 3 , 6 7 . 8 9 ’ , P o s t +7 1 . 7 1 , 5 7 . 3 9 ’ , C a t c h B a s i n +8 5 . 1 4 , 2 2 . 7 9 ’ , S a n . M . H . 6+ 1 4 . 5 8 , 6 9 . 6 0 ’ , P i n e +3 0 . 3 9 , 6 9 . 5 4 ’ , P i n e +4 3 . 8 5 , 7 7 . 5 8 ’ , P i n e +7 1 . 0 4 , 2 4 . 0 6 ’ , C u r b I n l . +8 7 . 9 2 , 2 5 . 3 6 ’ , P w p . + 8 7 . 9 9 , 2 2 . 3 0 ’ , S i g n +9 0 . 2 9 , 5 8 . 1 6 ’ , C a t c h B a s i n +9 3 . 5 8 , 8 7 . 7 2 ’ , P i n e 7+ 0 8 . 5 7 , 3 9 . 2 7 ’ , S t o r m M . H . +5 2 . 1 3 , 8 3 . 4 9 ’ , T r e e +5 5 . 9 4 , 1 3 4 . 7 7 ’ , T r e e +6 6 . 2 6 , 7 8 . 7 2 ’ , T r e e +6 6 . 5 0 , 6 1 . 8 2 ’ , T r e e + 7 2 . 9 4 , 1 1 2 . 5 0 ’ , T r e e +8 1 . 2 3 , 5 4 . 4 0 ’ , G a s V a l . +9 0 . 4 4 , 8 8 . 9 4 ’ , T r e e +9 2 . 8 2 , 1 0 0 . 3 6 ’ , L i g h t +9 4 . 6 5 , 5 9 . 8 7 ’ , T r e e 26 12" VCP (SAN) 12" VCP (SAN) 24" RCP 2 1 " R C P 1 2 " R C P 24 " R C P 24" RCP 1 2 " R C P 8 " V C P ( S a n ) 12" VCP (SAN) 8 " V C P ( S a n ) G W V W V W V W V W G T T G V S S S D W E R E W T W V W V XGGGGGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH ETTTTT HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:28:46 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.CD.10.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 R MHJ 4 MHC4 INB1 5 MHJ 1 5 PROFILES STA. 2+20 TO STA. 8+00 "S-2-A" 27 3+00 4+00 5+00 6+00 7+00 8+00 84 0 . 8 84 0 . 6 84 0 . 7 84 0 . 7 84 0 . 7 84 0 . 8 84 1 . 0 84 1 . 2 84 1 . 4 84 1 . 6 84 1 . 9 84 2 . 2 84 2 . 5 84 2 . 7 84 2 . 8 84 2 . 8 84 2 . 8 84 2 . 8 84 2 . 8 84 2 . 8 84 2 . 9 84 2 . 9 84 3 . 0 84 3 . 2 84 3 . 3 84 3 . 4 84 3 . 6 84 3 . 7 84 3 . 8 40 60 80 200 220 240 260 280 300 320200220240260150406080 0 20 40 60 80 200 220 240 260 280 300 32022024026028030010406080 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 200 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 20’ 1" = 5’ 100 120 140 160 180100120140160180 280 180 160 140 120 100 100 120 140 160 180 VMS CMP KDS CMP 06-15 CITY OF CARMEL ksmith 10:28:56 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PRO.10.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 ROUNDABOUT SPOT ELEVATIONS N/A 1" = 30’ 31+00.00"ANE" El. 861.63 28 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:29:01 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.DS.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHC4 MHC4 MHC4 MHC4 MHC4 CBC15 INB15 INB15 INC15 MHC4 CBC15 CBC15 INB15 INB15 CBC15 INB15 INB15 CBC15 CBC15 INB15 CBC15 CBC15 SPLITTER ISLAND ALIGNMENT PLAN 1" = 50’ N/A 29 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:29:09 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.DS.02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 SPLITTER ISLAND ALIGNMENT PLAN 1" = 50’ N/A 30 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:29:14 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.DS.03.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MAIN STREET AND GRAND BLVD. INTERSECTION DETAILS 54 GRAND BLVD. AND GUILFORD ROAD 31 12" CMP 15 " R C P 10 " C M P 10 " C M P 8" C M P 6" C M P M WV G W GGGGGGGGGGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH ETTTTTTTTTTTTTTTTTTTTTTTWWWWWWWWWWWWWWWWWWWWWWWWW 5 + 0 0 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:29:23 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.DS.04.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 MHJ4 MHC4 M 15 7 0 3 86 9 . 0 8 MN F 12 " V C P ( S A N ) 12 " V C P ( S A N ) 24 " R C P 12" RCP 8" VCP (San) 12 " V C P ( S A N ) WV W GTT S S S W E E W T WV WV GGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH ETTTTT MHJ4 INB15 MHJ15 EROSION CONTROL STA. 10+00 TO 26+00 "A" 32 12" CMP 18" RCP 24 " R C P 15 " R C P 10" C M P 10 " C M P 8" C M P WV G W AC E XXXXXXXXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH ETTTTTTTTTTTTTTTTTTTTTTTWWWWWWWWWWWWWWWWWWWWWWWWW MHJ4MHJ4 MHJ4 MHJ4 CBC15CBC15 CBC15 INB15 INB15 MHC4 8 6 7 8 6 7 86 7 8 6 8 868 8 6 8 8 6 8 868 86 8 868 86 8 8 6 8 8 6 8 8 6 9 869 8 6 9 8 6 9 8 6 9 86 9 8 6 9 8 6 9 870 8 7 0 87 0 87 0 8 7 0 871 87 1 871 INB15 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP MHC4 MHC4 MHC 4 MHC4 CBC15 CBC15 CBC15 INB15 INB15 INB15 CBC15 INC15 INB15 INB15 8 6 5 8 6 5 8 6 5 865 8 6 5 8 6 5 86 5 86 5 8 6 5 865 870 8 7 0 870 8 7 0 8 7 0 8 7 0 870 875 8 7 5 875 875 880 880 880 8 8 5 885 PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 50’ KDS VMS KDSCMP 06-15 CITY OF CARMEL ksmith 10:29:33 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.EC.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 870 87 0 870 8 7 0 8 7 0 870 EROSION CONTROL STA. 25+00 TO 42+00 "A" 33 WW 30" R C P 30" R C P 24 " R C P 24" R C P 24 " R C P ( S t u b b e d ) 1 2" P i p e 12" C P P 12" CMP 12" CMP I R RWVWVWVWVWVW R VT GV W R R T GV WV T FP GV E G TEE AC AC CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVEEEEEEEEEEEEEEEEEEEEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TOH TTTTTTWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW FORCE MAIN (SAN) P O T S t a . 2 0 + 0 0 . 0 0 POT Sta. 28+72.48 35+0035+00 MHC4 MHC4 MHC4 MHC4 CBC15 INB15 INC15 MHC4 CBC15 CBC15 INB15 INB15 CBC15 INB15 CBC15 INB15 CBC15 CBC15 18" R C P 8" CPP 18 " R C P S T U B 12 " R C P 15" RCP 30 " R C P M XGGGGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWWWWWWWWWWWWWWWWWWWWWWWWOH EOH EOH EOH EOH EOH EOH EOH EPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP MHC4 MHC4 MHC4 MHC4 MHC4 MHC 4 MHC4 CBC15 CBC15 CBC15 CBC15 CBC15 INB15 INB15 INB15 CBC15 MHC4 MHC4 MHC4 MHC4 MHC4 CBC15 INB15 MHJ4 Outlet-14a PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 50’ KDS VMS KDSCMP 06-15 CITY OF CARMEL ksmith 10:29:42 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.EC.02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 8 5 5 86 0 8 6 0 8 6 0 8 6 0 8 6 0 86 0 860 86 0 860 860 86 0 860 8 6 0 860 860 860 860 860 86 0 8 6 0 8 6 0 8 6 0 86 0 86 0 860 860 860 8 6 0 8 6 5 865 865 8 6 5 865 865 865 865 8 6 5 86 5 8 6 5 8 6 5 865 8 6 5 865 8 6 5 8 6 5 8 7 0 8 7 0 870 87 0 870 8 5 5 85 5 855 85 5 85 5 8 5 5 8 5 5 8 5 5 855 855 855 8 5 5 855 8 5 5 8 5 5 8 5 5 855 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 8 5 5 860 860 86 0 860 860 86 0 865 865 865 865 870 870 EROSION CONTROL STA. 41+00 TO 55+50 "A" 34 12" RCP 12" RCP 15" RCP 15 " R C P 8" V C P 18 " R C P 1 5 " R C P 10" PVC 18" RC P 18" RCP 12 " R C P T XOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH E MHJ4 MHJ4 MHC4 M H C 4 MHJ4 INB15 INB15 MHC4 MHC4 MHC4 MHK4 INB15 MHJ4 INB15 INB15 INB15 INB15 MHJ4 MHC4 MHJ15 MHJ15 MHC4 12 " V C P ( S A N ) 12 " V C P ( S A N ) 24 " R C P 12" RCP 18 " R C P 8" VCP (San) 12 " V C P ( S A N ) 8" VCP (San)8 " V C P ( S a n ) S TTT WV W GTT S S S W E E W WV WV S GGGGGGGGGGGGGGGOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH EOH ETTTTT MHJ4 MHJ4 MHC4 INB15 INB15 MHJ15 MHJ15 MHJ15 MHJ15MHJ15 MHJ15 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 50’ KDS VMS KDSCMP 06-15 CITY OF CARMEL ksmith 10:29:50 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.EC.03.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 845845 8 4 5 84 5 845 84 5 8 4 5 845 845 850 8 5 0 8 5 0 850 850 8 5 5 840 840 840 84 0 8 4 0 8 4 5 845 8 4 5 8 4 5 845 845 845 PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP LOCATION STATION TO STATION TE M P O R A R Y SI L T F E N C E (ft) TE M P O R A R Y CH E C K D A M S ST R A W B A L E S (ft) TE M P O R A R Y CH E C K D A M RE V E T M E N T R I P R A P (TON) TE M P O R A R Y SE D I M E N T T R A P (TON) TE M P O R A R Y SL O P E D R A I N (ft) SP L A S H P A D RI P R A P (TON) SE E D M I X T U R E , T (lb) MU L C H I N G MA T E R I A L (TON) FE R T I L I Z E R (TON) T E M P O R A R Y D I T C H IN L E T P R O T E C T I O N EACH LOCATION STATION TO STATION TE M P O R A R Y SI L T F E N C E (ft) TE M P O R A R Y CH E C K D A M S ST R A W B A L E S (ft) TE M P O R A R Y CH E C K D A M RE V E T M E N T R I P R A P (TON) TE M P O R A R Y SE D I M E N T T R A P (TON) TE M P O R A R Y SL O P E D R A I N (ft) SP L A S H P A D RI P R A P (TON) SE E D M I X T U R E , T (lb) MU L C H I N G MA T E R I A L (TON) FE R T I L I Z E R (TON) T E M P O R A R Y D I T C H IN L E T P R O T E C T I O N EACH LOCATION STATION TO STATION TE M P O R A R Y SI L T F E N C E (ft) TE M P O R A R Y CH E C K D A M S ST R A W B A L E S (ft) TE M P O R A R Y CH E C K D A M RE V E T M E N T R I P R A P (TON) TE M P O R A R Y SE D I M E N T T R A P (TON) TE M P O R A R Y SL O P E D R A I N (ft) SP L A S H P A D RI P R A P (TON) SE E D M I X T U R E , T (lb) MU L C H I N G MA T E R I A L (TON) FE R T I L I Z E R (TON) T E M P O R A R Y D I T C H IN L E T P R O T E C T I O N EACH EROSION CONTROL TABLEEROSION CONTROL TABLEEROSION CONTROL TABLE HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE EROSION CONTROL TABLE VMSKDS CMP KDS EACH EACH EACH TE M P O R A R Y C U R B IN L E T P R O T E C T I O N TE M P O R A R Y C U R B IN L E T P R O T E C T I O N TE M P O R A R Y C U R B IN L E T P R O T E C T I O N 06-15 CITY OF CARMEL ksmith 10:29:54 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.EC.05.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 PAVEMENT MARKINGS 30 SPEED LIMIT 30 SPEED LIMIT 30 SPEED LIMIT 30 SPEED LIMIT STA. 10+00 TO 26+00 "A" CROSS TRAFFICDOES NOT STOP Grand Blvd. Main Street 36 5 + 0 0 PO T S t a . 1 0 + 0 0 . 3 2 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 50’ KDS VMS KDSCMP 06-15 CITY OF CARMEL ksmith 10:30:00 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PM01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 PAVEMENT MARKINGS 30 SPEED LIMIT YIELD YIELD 30 SPEED LIMIT 30 SPEED LIMIT M.P.H. 15 M.P.H. 15 STA. 25+00 TO 42+00 "A" +23 35.5’ +22 57’ Grand Blvd. 37 POT Sta. 28+72.48 35+0035+00 35+00 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 50’ KDS VMS KDSCMP 06-15 CITY OF CARMEL ksmith 10:30:15 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PM02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 PAVEMENT MARKINGS 30 SPEED LIMIT 30 SPEED LIMIT 30 SPEED LIMIT 30 SPEED LIMIT CROSS TRAFFICDOES NOT STOP STA. 41+00 TO 55+50 "A" +4 5 +9 5 Grand Blvd. Guilford Rd. 38 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 50’ KDS VMS KDSCMP 06-15 CITY OF CARMEL ksmith 10:30:24 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.PM03.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 POSTSIGN SHEET SIGN & POST SUMMARY PLAN SHEET NO. / LINE SIGN LOCATION SIGN CODE SIGN SIZE (in.xin.) ENCAPSULATED LENS METAL THICKNESS (in.) SFT.SFT.SFT. 0.125 SFT.SFT. 0.125 SFT. ENCLOSED LENS METAL THICKNESS (in.) U-CHANNEL POST TYPE 1 FT. POST TYPE 2 FT.FT.FT. TYPE "A"TYPE "B" SQUARE, QUIK - PUNCH UNREINFORCED POST LENGTH (FT.) 1 2 TOTAL POST LENGTH (FT.) TOTAL21 REINFORCED UNREINFORCED POST LENGTH (FT.) TOTAL21 REINFORCED POST LENGTH (FT.) 21 TOTAL 2" x 2" x 12 ga. 0.080 0.100 0.080 0.100 TOTALS SCALE: DES. NO PROJECT NO. DRAWN BY YEAR SHEET TOTAL DATEDESIGN ENGINEER ks m i t h 1 0 : 3 0 : 2 8 A M 8/ 1 6 / 2 0 0 7 P : \ I N 2 0 0 6 \ 0 6 8 3 \ D . D r a w i n g s \ I N 2 0 0 6 0 6 8 3 . R D . S N . 0 1 . d g n SHEET SIGN & POST SUMMARY 214" x 214" x 12 ga. N/A VMS 2007 06-15 CITY OF CARMEL 39 91 N/A N/A 06-15 40 SUMMARY OF QUANTITIES AND APPROACH TABLE LOCATION (STATION) DESCRIPTION (APPROACH TYPE OR CLASS) WIDTH "W" ft. LENGTH "L" ft.ft. DI S T A N C E BE Y O N D R/ W L I N E RADII ft.% 1 GRADE (LESS THAN 10% NOT SHOWN) 2 % EXCAVATION CYS. CUT FILL TONS TONS MAINLINE SURFACE TONS MAINLINE TONS MAINLINE TONS BASE TONS MAINLINE TONS TONS TONS BASE ASPHALT FOR TONS SE A L C O A T TONS TA C K C O A T TONS PR I M E C O A T TONS TONS TONS SFT.SFT.CYS. SU B B A S E SFT. CE M E N T C O N C . PA V E M E N T FO R D R I V E S SFT.SFT. PC C P SURFACE BEYOND R/W LINE TY P E " O " CO M P . A G G . AS P H A L T C O N C R E T E REMARKS HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE SUMMARY OF QUANTITIES AND APPROACH TABLE 165#/SYD 275#/SYD 305#/SYD 330#/SYD 385#/SYD MAINLINE PC C P T R U C K A P R O N 5 in.110#/SYD 330#/SYD SURFACE MAINLINEMAINLINE HM A F O R AP P R O A C H E S TY P E B 1460#/SYD INTER.INTER. HMA MATERIAL FOR ROADS HMA MATERIAL FOR PATH INTER.BASE COMPACTED AGGREGATE FOR BASE NO. 53 COMPACTED AGGREGATE FOR SURFACE in.in.in.in.in.in.in.in.in/out TYPE C TYPE C TYPE C TYPE C TYPE C TYPE A TYPE A 06-15 CITY OF CARMEL ksmith 10:30:30 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.AP.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 UN D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.FT.SYS. GE O T E X T I L E S F O R UN D E R D R A I N S UN D E R D R A I N S AG G R E G A T E F O R CYS. SP E C I A L G R A D E (%)UN D E R D R A I N P I P E L I M I T FL O W L I N E E L E V A T I O N @ (Y/N) RE Q U I R E D OU T L E T P I P E PI P E T O S T R U C T U R E N O . CO N N E C T U N D E R D R A I N _ _ _ _ _ ST R U C T U R E I N V E R T EL E V A T I O N UNDERDRAIN PIPE REMARKS UNDERDRAIN TABLE UN D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.FT.SYS. GE O T E X T I L E S F O R UN D E R D R A I N S UN D E R D R A I N S AG G R E G A T E F O R CYS. SP E C I A L G R A D E (%)UN D E R D R A I N P I P E L I M I T FL O W L I N E E L E V A T I O N @ (Y/N) RE Q U I R E D OU T L E T P I P E PI P E T O S T R U C T U R E N O . CO N N E C T U N D E R D R A I N _ _ _ _ _ ST R U C T U R E I N V E R T EL E V A T I O N UNDERDRAIN PIPE REMARKS UNDERDRAIN TABLE MJMMJM N/A N/A UNDERDRAIN TABLE - 41 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:30:34 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.UD.01.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 UN D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.FT.SYS. GE O T E X T I L E S F O R UN D E R D R A I N S UN D E R D R A I N S AG G R E G A T E F O R CYS. SP E C I A L G R A D E (%)UN D E R D R A I N P I P E L I M I T FL O W L I N E E L E V A T I O N @ (Y/N) RE Q U I R E D OU T L E T P I P E PI P E T O S T R U C T U R E N O . CO N N E C T U N D E R D R A I N _ _ _ _ _ ST R U C T U R E I N V E R T EL E V A T I O N UNDERDRAIN PIPE REMARKS UNDERDRAIN TABLE UN D E R D R A I N P I P E L I M I T S TYPE 4 PIPE 4 I N . 6 I N . FT.FT.SYS. GE O T E X T I L E S F O R UN D E R D R A I N S UN D E R D R A I N S AG G R E G A T E F O R CYS. SP E C I A L G R A D E (%)UN D E R D R A I N P I P E L I M I T FL O W L I N E E L E V A T I O N @ (Y/N) RE Q U I R E D OU T L E T P I P E PI P E T O S T R U C T U R E N O . CO N N E C T U N D E R D R A I N _ _ _ _ _ ST R U C T U R E I N V E R T EL E V A T I O N UNDERDRAIN PIPE REMARKS UNDERDRAIN TABLE MJMMJM N/A N/A UNDERDRAIN TABLE 42 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE KDS VMS CMPCMP 06-15 CITY OF CARMEL ksmith 10:30:37 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.UD.02.dgn No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 43 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE STRUCTURE DATA TABLE CITY OF CARMEL ksmith 10:30:40 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.SD.01.dgn STRUCTURE DATA ST R U C T U R E NU M B E R LE F T R I G H T C R O S S LOCATION SIZE in. PI P E T Y P E MANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURE ft. LE N G T H SK E W ft. CO V E R ELEV. UP STREAM ELEV. DOWN STREAM FLOW LINE YR. SE R V I C E LI F E SI T E DE S I G N A T I O N pH B A C K F I L L ME T H O D CYS. B B O R R O W F O R S T R . BA C K F I L L TON RE V E T M E N T R I P R A P CYS. CO N C R E T E , C L A S S A , F O R ST R U C T U R E S EACH PI P E E N D SE C T I O N TYPE EACH GRATED BOX END SECTION SLOPE SLOPE EACH SAFETY METAL END SECTION CO N N E C T T O ST R . N O . REMARKS SYS.TON GE O T E X T I L E S CL A S S I R I P R A P STATION TON CL A S S I I R I P R A P 06-15 KDS ELS CMPCMP No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 44 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE STRUCTURE DATA TABLE CITY OF CARMEL ksmith 10:32:35 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.SD.02.dgn STRUCTURE DATA ST R U C T U R E NU M B E R LE F T R I G H T C R O S S LOCATION SIZE in. PI P E T Y P E MANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURE ft. LE N G T H SK E W ft. CO V E R ELEV. UP STREAM ELEV. DOWN STREAM FLOW LINE YR. SE R V I C E LI F E SI T E DE S I G N A T I O N pH B A C K F I L L ME T H O D CYS. B B O R R O W F O R S T R . BA C K F I L L TON RE V E T M E N T R I P R A P CYS. CO N C R E T E , C L A S S A , F O R ST R U C T U R E S EACH PI P E E N D SE C T I O N TYPE EACH GRATED BOX END SECTION SLOPE SLOPE EACH SAFETY METAL END SECTION CO N N E C T T O ST R . N O . REMARKS SYS.TON GE O T E X T I L E S CL A S S I R I P R A P STATION TON CL A S S I I R I P R A P 06-15 KDS ELS CMPCMP No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 45 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE STRUCTURE DATA TABLE CITY OF CARMEL ksmith 10:34:24 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.SD.03.dgn STRUCTURE DATA ST R U C T U R E NU M B E R LE F T R I G H T C R O S S LOCATION SIZE in. PI P E T Y P E MANHOLE, INLET, CATCH BASIN, OR SPECIALTY STRUCTURE ft. LE N G T H SK E W ft. CO V E R ELEV. UP STREAM ELEV. DOWN STREAM FLOW LINE YR. SE R V I C E LI F E SI T E DE S I G N A T I O N pH B A C K F I L L ME T H O D CYS. B B O R R O W F O R S T R . BA C K F I L L TON RE V E T M E N T R I P R A P CYS. CO N C R E T E , C L A S S A , F O R ST R U C T U R E S EACH PI P E E N D SE C T I O N TYPE EACH GRATED BOX END SECTION SLOPE SLOPE EACH SAFETY METAL END SECTION CO N N E C T T O ST R . N O . REMARKS SYS.TON GE O T E X T I L E S CL A S S I R I P R A P STATION TON CL A S S I I R I P R A P 06-15 KDS ELS CMPCMP No. STATE OF INDIANA REGISTERED P R OFE S S IONAL ENGINEER CRAIG M. PA RKS 10200083 July 27, 2007 91 46 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:29 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 12 45 Inv.= 863.78 12 50 13 00 13 50 47 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:30 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 14 00 14 20 Inv.= 862.38 Inv.= 862.51 Inv.= 864.01 14 50 48 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:32 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 15 00 15 20 Inv.= 861.73 Inv.= 861.86 Inv.= 863.31 15 50 49 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:33 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 15 85 Inv.= 861.60 Inv.= 861.73 Inv.= 863.59 16 00 16 42 16 50 50 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:34 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 17 00 17 50 18 00 51 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:35 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 18 06 Inv.= 861.15 Inv.= 861.20 Inv.= 864.81 18 50 19 00 52 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:36 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 19 50 20 00 20 50 53 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:38 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 21 00 Inv.= 861.95 Inv.= 862.00 Inv.= 864.07 21 50 22 00 54 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:39 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 22 50 Inv.= 860.83 Inv.= 860.87 Inv.= 863.17 23 00 23 04.22 55 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:40 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 23 50 23 75 Inv.= 859.89 Inv.= 859.93 Inv.= 862.42 24 00 24 50 56 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:41 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 24 94 Inv.= 859.00 Inv.= 859.04 Inv.= 861.71 25 00 25 50 26 00 57 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:43 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 26 50 27 00 Inv.= 860.39 Inv.= 860.42 Inv.= 860.52 27 50 27 69.44 58 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:44 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-NORTH.dgn 06-15 July 27, 2007 91 28 00 28 50 KDS CMP VMS CMP 59 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:52 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 86 1 . 9 1 861.92 4:1 R/ W 86 1 . 6 7 860.98 4:1 R/ W 30 83.51 Inv.= 857.45 30 83.51 86 1 . 6 1 864.05 4:1 R/ W 8 6 1 . 3 5 R / W 31 00 31 00 86 0 . 7 3 865.61 4:1 R / W 86 0 . 4 1 861.644:1 R/ W 31 50 31 50 KDS CMP CMP VMS 60 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:53 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 9 . 8 6 863.38 4:1 R/ W 8 5 9 . 6 1 861.444:1 R/ W 32 00 Inv.= 849.55 Inv.= 855.07 Inv.= 855.53 32 00 8 5 9 . 1 3 861.07 4:1 R / W 8 5 8 . 9 5 859.92 4:1 EX . R / W 32 50 32 50 85 8 . 8 4 860.01 4:1 R/ W 8 5 8 . 6 8 EX . R / W 32 74.15 32 74.15 KDS CMP CMP VMS 61 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:54 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 8 . 6 3 859.55 4:1 R/ W 85 8 . 4 8 EX . R / W 32 93.71 32 93.71 85 8 . 5 6 859.44 4:1 R / W 8 5 8 . 4 2 858.52 4:1 E X . R / W 33 00 33 00 85 8 . 3 7 859.34 4:1 R/ W 85 8 . 2 4 E X . R / W 33 19.38 33 19.38 KDS CMP CMP VMS 62 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:55 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 8 . 1 7 859.13 4:1 R / W 85 8 . 0 6 E X . R / W 33 39.52 33 39.52 85 8 . 0 6 859.01 4:1 R/ W 85 7 . 9 8 EX . R / W 33 50 Inv.= 847.52 Inv.= 853.56 Inv.= 853.68 33 50 8 5 7 . 7 7 858.60 4:1 E X . R / W 8 5 7 . 7 7 E X . R / W 33 79.43 33 79.43 KDS CMP CMP VMS 63 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:57 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 8 5 7 . 5 6 858.28 4:1 E X . R / W 85 7 . 6 4 E X . R / W 34 00 34 00 8 5 7 . 5 4 858.24 4:1 E X . R / W 8 5 7 . 6 3 E X . R / W 34 02.31 34 02.31 85 7 . 4 2 858.05 4:1 E X . R / W 8 5 7 . 5 6 EX . R / W 34 13.85 34 13.85 KDS CMP CMP VMS 64 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:58 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 7 . 3 1 857.88 4:1 EX . R / W 85 7 . 5 1 E X . R / W 34 25 Inv.= 847.23 4:1 857.63 34 25 8 5 7 . 0 4 857.55 4:1 EX . R / W 85 7 . 3 8 857.60 4:1 EX . R / W 34 50 34 50 85 6 . 9 3 857.45 4:1 E X . R / W 8 5 7 . 3 2 E X . R / W 34 60.69 34 60.69 KDS CMP CMP VMS 65 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:34:59 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 8 5 6 . 6 9 857.14 4:1 E X . R / W 85 7 . 2 1 E X . R / W 34 83.13 34 83.13 8 5 6 . 5 0 856.72 4:1 E X . R / W 8 5 7 . 1 2 857.48 4:1 E X . R / W 35 00 35 00 8 5 6 . 4 5 856.69 4:1 E X . R / W 85 7 . 1 0 E X . R / W 35 05 Inv.= 846.93 Inv.= 851.10 Inv.= 852.81 35 05 856.69 4:1 E X . R / W E X . R / W 35 28.13 35 28.13 KDS CMP CMP VMS 66 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:01 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 E X . R / W EX . R / W 35 47.50 35 47.50 E X . R / W EX . R / W 35 50 35 50 EX . R / W E X . R / W 35 57.21 35 57.21 855.49 4:1 E X . R / W 1.40% EX . R / W 35 92.36 Inv.= 846.60 Inv.= 850.64 4:1 855.75 35 92.36 KDS CMP CMP VMS 67 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:02 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 5 . 7 8 855.42 4:1 E X . R / W 85 6 . 6 2 EX . R / W 35 97.96 35 97.96 85 5 . 7 8 855.40 4:1 E X . R / W 85 6 . 6 1 E X . R / W 36 00 Inv.= 852.33 36 00 85 5 . 8 5 855.56 4:1 EX . R / W 85 6 . 5 1 EX . R / W 36 21.01 36 21.01 85 6 . 0 1 855.63 4:1 EX . R / W 85 6 . 3 9 E X . R / W 36 43.28 36 43.28 KDS CMP CMP VMS 68 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:03 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 6 . 0 8 855.70 4:1 E X . R / W 85 6 . 3 6 E X . R / W 36 50 36 50 85 6 . 2 8 855.98 4:1 EX . R / W 85 6 . 2 8 E X . R / W 36 65.78 36 65.78 8 5 6 . 5 3 856.38 4:1 E X . R / W 17%85 6 . 1 6 EX . R / W 36 88.34 36 88.34 85 6 . 6 3 856.54 4:1 E X . R / W 17%85 6 . 1 0 EX . R / W 37 00 37 00 KDS CMP CMP VMS 69 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:05 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 6 . 7 6 856.83 4:1 E X . R / W 17%8 5 5 . 9 8 E X . R / W 37 24.30 37 24.30 8 5 6 . 8 0 856.35 4:1 E X . R / W 8 5 5 . 8 8 E X . R / W 37 43.55 37 43.55 85 6 . 7 9 856.21 4:1 EX . R / W 85 5 . 8 5 EX . R / W 37 50 Inv.= 851.77 Inv.= 851.78 37 50 KDS CMP CMP VMS 70 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:06 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 6 . 7 8 856.03 4:1 E X . R / W 85 5 . 8 0 E X . R / W 37 60 Inv.= 845.97 37 60 85 6 . 7 8 855.99 4:1 EX . R / W 85 5 . 7 9 EX . R / W 37 61.82 37 61.82 8 5 6 . 6 9 855.86 4:1 EX . R / W 8 5 5 . 6 9 E X . R / W 37 81.84 37 81.84 85 6 . 5 7 855.42 4:1 E X . R / W 85 5 . 5 9 E X . R / W 38 00 38 00 KDS CMP CMP VMS 71 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:07 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 6 . 3 3 854.92 4:1 EX . R / W 85 5 . 4 8 E X . R / W 38 22.68 38 22.68 8 5 6 . 2 0 854.78 4:1 E X . R / W 8 5 5 . 4 2 E X . R / W 38 34 38 34 85 6 . 0 5 855.13 4:1 E X . R / W 8 5 5 . 3 4 EX . R / W 38 50 38 50 85 5 . 9 7 854.92 4:1 EX . R / W 85 5 . 2 9 E X . R / W 38 58.87 38 58.87 KDS CMP CMP VMS 72 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:09 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 5 . 8 4 854.10 4:1 E X . R / W 85 5 . 2 0 E X . R / W 38 78.30 38 78.30 85 5 . 7 4 854.28 4:1 EX . R / W 85 5 . 1 0 EX . R / W 38 97.09 38 97.09 85 5 . 7 3 854.36 4:1 E X . R / W 8 5 5 . 0 8 E X . R / W 39 00 39 00 8 5 5 . 6 9 854.79 4:1 EX . R / W 85 4 . 9 9 EX . R / W 39 17.60 39 17.60 KDS CMP CMP VMS 73 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:10 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 5 . 6 7 855.16 4:1 E X . R / W 17%85 4 . 9 2 E X . R / W 39 32 Inv.= 844.33 Inv.= 850.54 Inv.= 850.84 Inv.= 850.86 39 32 8 5 5 . 6 8 855.37 4:1 EX . R / W 17%85 4 . 9 0 E X . R / W 39 37.23 39 37.23 8 5 5 . 6 9 855.84 4:1 E X . R / W 8 5 4 . 8 4 EX . R / W 39 50 39 50 KDS CMP CMP VMS 74 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:11 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 5 . 7 2 856.26 EX . R / W 17% 8 5 4 . 8 0 EX . R / W 39 61.15 39 61.15 85 5 . 7 8 856.10 4:1 E X . R / W 17% 8 5 4 . 7 7 EX . R / W 39 73.76 39 73.76 85 5 . 8 4 855.98 4:1 EX . R / W 8 5 4 . 7 4 E X . R / W 40 00 40 00 KDS CMP CMP VMS 75 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:12 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 5 . 8 3 855.93 4:1 EX . R / W 85 4 . 7 3 E X . R / W 40 06 Inv.= 850.49 Inv.= 850.51 40 06 85 5 . 7 9 855.71 4:1 E X . R / W 8 5 4 . 7 4 EX . R / W 40 21.08 40 21.08 8 5 5 . 6 6 855.21 4:1 E X . R / W 8 5 4 . 7 7 E X . R / W 40 40.31 40 40.31 KDS CMP CMP VMS 76 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:14 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 5 . 5 6 855.00 4:1 E X . R / W 8 5 4 . 8 0 E X . R / W 40 50 40 50 8 5 5 . 4 3 854.68 4:1 E X . R / W 8 5 4 . 8 4 EX . R / W 40 61.16 40 61.16 85 5 . 1 3 854.42 4:1 E X . R / W 85 4 . 9 2 E X . R / W 40 80.26 40 80.26 KDS CMP CMP VMS 77 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:15 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 8 5 4 . 7 5 853.94 4:1 EX . R / W 85 4 . 9 9 E X . R / W 41 00 Inv.= 842.65 41 00 85 4 . 6 6 853.80 4:1 E X . R / W 85 4 . 9 9 E X . R / W 41 04.01 41 04.01 85 4 . 3 7 853.41 4:1 E X . R / W 85 4 . 9 8 EX . R / W 41 16.71 Inv.= 849.60 41 16.71 KDS CMP CMP VMS 78 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:16 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 8 5 3 . 6 7 852.68 4:1 EX . R / W 8 5 4 . 8 5 EX . R / W 41 43.19 41 43.19 8 5 3 . 4 9 852.48 4:1 E X . R / W 8 5 4 . 7 9 EX . R / W 41 50 41 50 85 3 . 1 1 852.08 4:1 EX . R / W 85 4 . 6 5 E X . R / W 41 64.15 41 64.15 KDS CMP CMP VMS 79 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:17 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 8 5 2 . 6 0 851.55 4:1 E X . R / W 85 4 . 3 8 EX . R / W 41 83.30 41 83.30 8 5 2 . 1 6 851.42 4:1 EX . R / W 85 4 . 0 9 EX . R / W 42 00 42 00 85 1 . 9 7 851.52 4:1 EX . R / W 85 3 . 9 5 EX . R / W 42 07.03 42 07.03 KDS CMP CMP VMS 80 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:18 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 85 1 . 7 8 851.61 4:1 E X . R / W 85 3 . 8 0 E X . R / W 42 14 Inv.= 842.20 Inv.= 849.12 42 14 85 0 . 8 2 850.71 4:1 EX . R / W 85 2 . 9 1 R/ W 42 50 42 50 84 9 . 5 1 849.12 4:1 E X . R / W 8 5 1 . 6 3 851.91 R / W 43 00 43 00 KDS CMP CMP VMS 81 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:20 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 84 8 . 4 9 848.20 4:1 EX . R / W 8 5 0 . 3 5 851.13 4:1 R/ W 43 50 43 50 8 4 8 . 4 3 848.16 4:1 EX . R / W 85 0 . 2 6 851.09 4:1 R / W 43 53.60 Inv.= 843.80 43 53.60 8 4 7 . 8 3 847.91 4:1 EX . R / W 84 9 . 1 7 850.554:1 R/ W 43 96.34 Inv.= 843.49 Inv.= 839.15 Inv.= 845.12 43 96.34 KDS CMP CMP VMS 82 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:21 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 84 7 . 3 6 848.01 4:1 E X . R / W 8 4 7 . 8 2 849.824:1 R/ W 44 50 44 50 8 4 6 . 9 7 848.13 4:1 EX . R / W 84 6 . 8 8 848.794:1 R/ W 45 00 45 00 84 6 . 6 2 847.74 4:1 E X . R / W 84 6 . 3 9 847.914:1 R/ W 45 50 45 50 KDS CMP CMP VMS 83 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:22 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 8 4 6 . 5 0 847.59 4:1 EX . R / W 84 6 . 2 9 847.444:1 R/ W 45 69.72 8 4 6 . 4 5 847.24 4:1 E X . R / W 84 6 . 2 5 847.15 4:1 R/ W 45 77.49 Inv.= 842.86 45 77.49 84 6 . 3 3 847.44 4:1 E X . R / W 84 6 . 1 4 847.15 4:1 R/ W 46 00 46 00 84 6 . 0 7 846.60 E X . R / W 8 4 5 . 8 9 846.84 4:1 R/ W 46 50 R/ W 46 50 KDS CMP CMP VMS 84 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:24 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 47 00 47 00 846.49 4:1 47 50 47 50 846.49 4:1 846.31 4:1 47 62 47 62 Inv.= 841.79 Inv.= 838.08 Inv.= 841.46 841.71Inv.= 8 4 5 . 0 5 845.07 4:1 E X . R / W 84 4 . 6 7 847.264:1 48 00 48 00 KDS CMP CMP VMS 85 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:25 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 8 4 4 . 5 5 844.16 4:1 E X . R / W 84 4 . 1 7 846.564:1 48 50 48 50 8 4 4 . 2 4 844.10 4:1 E X . R / W 84 3 . 8 5 843.69 4:1 48 81.50 Inv.= 837.82 48 81.50 84 4 . 1 6 844.10 4:1 EX . R / W 84 3 . 7 8 846.394:1 KDS CMP CMP VMS 86 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:26 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 84 4 . 0 5 844.08 4:1 EX . R / W 8 4 3 . 6 7 845.884:1 49 00 49 00 84 3 . 5 5 844.00 4:1 EX . R / W 84 3 . 1 7 844.56 4:1 49 50 49 50 84 3 . 4 1 844.00 4:1 E X . R / W 84 3 . 0 2 844.864:1 49 64.50 Inv.= 840.90 49 64.50 KDS CMP CMP VMS 87 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:27 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 84 3 . 0 5 844.03 4:1 E X . R / W 84 2 . 6 9 845.344:1 50 00 Inv.= 838.15 50 00 Inv.= 837.40 Inv.= 837.46 8 4 2 . 5 9 844.12 4:1 E X . R / W 84 2 . 4 1 844.554:1 50 50 50 50 84 2 . 4 3 844.01 4:1 EX . R / W 84 2 . 3 7 844.344:1 50 79.75 KDS CMP CMP VMS 88 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:29 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 84 2 . 4 0 843.96 4:1 E X . R / W 8 4 2 . 3 8 844.254:1 50 90 50 90 8 4 2 . 3 8 843.95 4:1 E X . R / W 84 2 . 3 9 844.074:1 51 00 51 00 84 2 . 3 7 843.97 4:1 E X . R / W 84 2 . 4 3 843.874:1 51 14.55 51 14.55 8 4 2 . 3 8 843.98 4:1 E X . R / W 84 2 . 4 9 843.924:1 51 28 51 28 KDS CMP CMP VMS 89 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:30 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 84 2 . 4 4 843.99 4:1 E X . R / W 8 4 2 . 6 0 844.124:1 51 50 51 50 84 2 . 7 3 844.01 4:1 E X . R / W 8 4 2 . 8 5 52 00 Inv.= 836.87 52 00 84 3 . 0 5 843.92 4:1 EX . R / W 84 3 . 0 0 845.394:1 52 50 52 50 KDS CMP VMS CMP 90 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:31 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 84 3 . 2 1 843.64 E X . R / W 84 3 . 0 0 845.064:1 53 00 53 00 84 3 . 1 6 843.19 4:1 EX . R / W 84 2 . 8 7 844.104:1 53 50 53 50 84 2 . 9 6 842.97 4:1 E X . R / W 84 2 . 7 4 843.35 4:1 54 00 54 00 84 2 . 7 6 842.17 4:1 E X . R / W 84 2 . 6 1 842.74 4:1 54 50 Inv.= 836.61 Inv.= 839.02 54 50 91 20 30 40 50 60 70 80 90 100 110 120 130 140 150 1605060708090100110120130140150203040 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160506070809011012013014015010203040 CUT FILLCROSS SECTIONS Scale: 1 inch = 10 feet 100 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. of DESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE 1" = 10’ 1" = 10’ CITY OF CARMEL ksmith 10:35:33 AM8/16/2007 P:\IN2006\0683\D. Drawings\IN20060683.RD.XSA-EAST.dgn 06-15 July 27, 2007 91 839.63 4:1 EX . R / W 841.97 4:1 54 84 Inv.= 836.57 54 84 840.43 4:1 E X . R / W 55 00 55 00