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Revisions2 7/1/08 GENERAL NOTES ** ** 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 REVISIONS SHEET NO.DATE REVISED GENERAL NOTESUTILITIES HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE CITY OF CARMEL KDS ASH KDSWHL N/A N/A N/A N/A 08-03 42 TELEPHONE: AT&T Indiana Engineering Department 5858 North College Ave. (317)252-5134 ATTN: Greg Cammack WATER & SEWER: City of Carmel Water Utilities 3450 W. 131st Street Westfield, IN 46074 (317) 733-2855 Fax: (317)733-2053 ATTN: Steve Cook Clay Twp. Regional Waste District 10701 North College Avenue, Suite A Indianapolis, IN 46280-1098 (317)844-9200 Fax: (317)844-9203 www.ctrwd.org ATTN: Shawn Pabst Veolia Water Indianapolis LLC 1220 Waterway Boulevard Indianapolis, IN 46202 (317) 264-7715 Fax: (317) 263-6494 ATTN: Dale Koch ELECTRIC: Indianapolis Power and Light Company Morris Street Service Center 1230 W. Morris Street Indianapolis, IN 46221-1744 Office: (317)261-5203 Fax: (317)630-5625 www.IPLpower.com ATTN: Bob Stephens Duke Energy 16475 Southpark Drive Westfield, IN 46074 (317) 896-6711 ATTN: Cindy Rowland CABLE TELEVISION: Bright House 3030 Roosevelt Avenue Indianapolis, IN (317) 339-9075 ATTN: Joe Evans GAS: Vectren 16000 Allisonville Road P.O. BOX 1700 Noblesville, IN 46061 (317) 776-5534 ATTN: Don Perdue 10 Right Turn Bypass Lane Taper8/25/08 ksmith 10:37:38 AM8/25/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.IN01.DGN PLAN AND PROFILE SPRING MILL ROAD / LINE "A" 10 7/1/08 1 1 Revised 8/25/08 HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER RECOMMENDED FOR APPROVAL DATE ASH KDSWHL CITY OF CARMEL 1" = 30’ 1" = 10’ KDS 08-03 42 Spring Mill Road Spring Mill Road 1 1 6 t h S t r e e t City of Carmel City of Carmel City of Carmel City of CarmelConseco, Inc. Billy Creek Associates Clarian Health Partners, Inc.JEC Partnership, L.P. App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W A p p. Exist. R/ W App. Exist. R/W App. Exist. R/ W App. Exist. R/W App. Exist. R/W A p p . E x i s t . R / W App. Exist. R/W App. Exist. R/W App. Section Line SEC. 34, T 18 N, R 3 E HAMILTON COUNTY SEC. 35, T 18 N, R 3 E HAMILTON COUNTY A p p . S e c t i o n L i n e SEC. 3, T 18 N, R 3 E HAMILTON COUNTY SEC. 2, T 18 N, R 3 E HAMILTON COUNTY 1 3 + 0 8 .2 , 2 3 .8 ’, P w p . + 8 2 .6 , 3 1 .4 ’, P w p . 1 4 + 0 9 .0 , 3 4 .1 ’, G u y W i r e + 1 0 .7 , 5 2 .5 ’, P w p . + 1 3 .5 , 2 .1 ’, S i g n + 3 7 .4 , 7 8 .2 ’, C o m b . P o l e + 4 3 .9 , 7 8 .7 ’, G u y W i r e + 4 9 .9 , 8 8 .2 ’, L i g h t +5 2 .8 , 7 1 .8 ’, S i g n + 7 2 .0 , 1 1 3 .7 ’, S i g n + 8 2 .8 , 3 3 .8 ’, S i g n 1 5 + 0 0 .0 , 0 .0 ’, C n t r l . P n t . +1 4 .6 , 6 8 .6 ’, S i g n + 2 8 .5 , 1 3 2 .6 ’, P w p . + 2 9 .8 , 1 1 2 .3 ’, G u y W i r e + 4 6 .9 , 1 0 .0 ’, T e l . H a n d h o l e + 4 9 .7 , 7 .7 ’, S i g n + 6 1 .8 , 7 9 .5 ’, P w p . +7 9 .9 , 2 9 .6 ’, T e l . H a n d h o l e + 9 0 .6 , 3 3 .2 ’, T e m p . B .M . + 9 0 .7 , 3 3 .4 ’, P w p . + 9 0 .8 , 3 2 .2 ’, G a s M k r . + 9 2 .6 , 2 4 .6 ’, S i g n 1 6 + 0 6 .5 , 2 2 .8 ’, L i g h t + 9 2 .1 , 1 9 .5 ’, P w p . + 9 3 .3 , 1 9 .5 ’, T e l . P e d . 1 7 +0 6 .1 , 2 8 .9 ’, S t u m p +1 5 .4 , 2 8 .6 ’, S t u m p +1 7 .8 , 2 5 .3 ’, P o s t + 2 0 .0 , 1 9 .9 ’, G u y W i r e + 2 1 .5 , 1 9 .9 ’, G u y W i r e + 2 4 .2 , 2 0 .7 ’, G u y W i r e + 2 7 .9 , 2 8 .3 ’, S t u m p + 2 9 .7 , 2 0 .4 ’, G u y W i r e + 3 4 .6 , 2 8 .8 ’, S t u m p + 4 4 .4 , 2 7 .7 ’, S t u m p + 5 1 .0 , 2 7 .7 ’, T r e e + 5 1 .8 , 2 9 .1 ’, T r e e +5 2 .7 , 3 2 .0 ’, T r e e + 5 5 .2 , 2 4 .6 ’, G u y W i r e + 5 8 .4 , 2 7 .6 ’, S t u m p + 6 5 .1 , 2 6 .3 ’, B u s h +6 6 .5 , 1 8 .2 ’, S i g n + 8 9 .3 , 2 1 .6 ’, P w p . 1 8 + 4 8 .8 , 2 4 .2 ’, B u s h +9 5 .3 , 1 4 .3 ’, S i g n 1 9 + 0 8 .6 , 2 2 .7 ’, B u s h + 6 1 .1 , 1 9 .2 ’, B u s h 2 0 + 1 1 .6 , 2 1 .8 ’, P w p . + 1 3 .1 , 2 1 .5 ’, B u s h 1 3 + 1 3 .2 , 3 0 .3 ’, S i g n + 4 4 .6 , 3 2 .0 ’, P w p . + 8 0 .0 , 3 6 .8 ’, G u y W i r e + 9 5 .1 , 3 9 .4 ’, L i g h t 1 4 + 0 8 .0 , 2 4 .4 ’, S i g n + 4 9 .1 , 8 .5 ’, S i g n + 6 4 .8 , 9 7 .8 ’, G u y W i r e + 6 5 .3 , 5 1 .9 ’, S a n . M .H . + 7 4 .6 , 1 3 5 .2 ’, P w p . + 8 3 .9 , 4 .6 ’, C n t r l . P n t . + 8 4 .2 , 1 0 5 .8 ’, S i g n + 8 5 .1 , 5 4 .6 ’, W a t . V a l . + 8 9 .9 , 1 0 4 .7 ’, C u r b I n l . 1 5 + 0 0 .0 , 7 0 .8 ’, S i g n + 0 0 .0 , 1 5 0 .0 ’, W a t . V a l . + 0 3 .7 , 1 7 8 .1 ’, T r e e + 0 4 .2 , 1 4 4 .4 ’, T r e e + 0 4 .4 , 1 4 4 .2 ’, T r e e + 0 5 .2 , 1 7 8 .5 ’, T r e e + 0 6 .7 , 7 0 .6 ’, S i g n + 1 5 .0 , 3 6 .0 ’, S i g n + 2 2 .0 , 2 9 .5 ’, W a t . M .H . + 3 2 .7 , 9 8 .4 ’, C u r b I n l . + 3 5 .2 , 1 9 8 .8 ’, C u r b I n l . + 3 6 .6 , 1 3 1 .7 ’, T e l . H a n d h o l e + 3 7 .8 , 1 2 4 .3 ’, S i g n + 4 0 .4 , 7 5 .3 ’, S i g n + 4 4 .0 , 2 1 .1 ’, T e l . H a n d h o l e + 4 7 .8 , 9 2 .8 ’, L i g h t + 5 2 .1 , 3 5 .8 ’, S a n . M .H . + 7 8 .4 , 1 0 3 .6 ’, T e l . H a n d h o l e + 8 1 .6 , 3 8 .2 ’, T e l . H a n d h o l e + 8 6 .1 , 5 .4 ’, S i g n 1 6 + 1 4 .4 , 1 .1 ’, C n t r l . P n t . + 1 4 .4 , 1 .1 ’, C n t r l . P n t . + 9 3 .8 , 2 4 .8 ’, G u y W i r e 1 7 + 4 2 .6 , 2 2 .0 ’, C o m b . P o l e + 9 6 .9 , 1 7 .8 ’, S i g n 1 8 + 1 1 .4 , 2 5 .0 ’, B u s h + 5 7 .4 , 2 4 .5 ’, B u s h 1 9 + 0 6 .8 , 2 4 .3 ’, B u s h + 3 7 .8 , 2 2 .9 ’, G u y W i r e + 4 2 .6 , 2 2 .1 ’, G u y W i r e + 4 6 .8 , 1 9 .6 ’, F i r e H y d . + 4 8 .7 , 3 2 .8 ’, S a n . M .H . + 5 9 .2 , 2 4 .3 ’, B u s h + 7 0 .7 , 2 3 .3 ’, T e l . M k r . + 7 3 .7 , 2 3 .8 ’, C o m b . P o l e 2 0 + 1 6 .1 , 2 4 .4 ’, B u s h Existing Ground Line W 19 17 Sawcut Line "A" L i n e " C " L i n e " B " Line "A" 1 5 2 0 No Curve Run G All R/W Desccribed from Line "A" Except as Shown. 830 840 850 860 870 870 860 850 840 830 Constr. Limits Constr. Limits R/W SW CORNER, SW 1/4 SECTION 35-T18N-R3E Harrison Monument Found SE CORNER, SE 1/4 SECTION 34-T18N-R3E + 4 1. 3 0 BEGIN CONSTRUCTION STA. 100+14.69 LINE "C" Constr. Limits +78 "C" 110 +29 "A" App. Ex. R/W 1 4 ’- 7 " + 3 9. 7 + 3 5 . 0 T H H T H H T H H T H H T W W V 1 2 " R C P S S 18" PVC S 18" PVC 18" PVC 12" RCP Planter Grass Grass Grass Grass Grass Asphalt Grass Stone Stone W o o d s Concrete Curb Ramp (Type is Indicated by Letter Inside Hexagon) _ G 26 Sodding 19 Curb and Gutter Type III Multi-Use Path (See Typical Sections) W Full Depth Pavemnet (See Typical Sections) 165#/Syd HMA Surface Type "C" on 1.5" Surface Milling R Curb and Gutter Type II17 Seeding25 8 5 2 .5 8 5 3 .0 8 5 3 .9 8 5 5 .1 8 5 6 .9 8 5 5 .2 8 5 4 .0 8 5 3 .5 8 5 3 .6 8 5 4 .1 8 5 4 .8 8 5 5 .4 8 5 6 .2 8 5 7 .0 8 5 7 .8 8 5 8 .4 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 ksmith 10:37:44 AM8/25/2008 P:\IN2008\0273\D. Drawings\IN20080273.RD.PP02.dgn