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City of Carmel #11-09 Road Plans 23
HAMILTON COUNTY CLAY TOWNSHIP SEC. 35, T 18 N, R 3 E Spring Mill Road HAMILTON COUNTY CLAY TOWNSHIP SEC. 34, T 18 N, R 3 E 4 5 5 LINE "S-1-B" 455+35.00 "S-1-B" END CONSTRUCTION Billy Creek Associates 820 830 840 850 860 870 820 830 840 850 860 870 Clarion Health Partners, Inc. Str. No. 503 459+36.00 "S-1-B" END INCIDENTAL CONSTRUCTION 4 6 0 (grass)(grass) (asphalt) 2" 2" 2" (8’ tree & brush line)(8’ tree & brush line) (6’ tree & brush line) (8’ tree & brush line) (6’ tree & brush line) (asphalt) (field) (field) (field) 18" PVC S HORIZONTAL SCALE DESIGNATION NO. BRIDGE FILE VERTICAL SCALE SURVEY BOOK SHEETS CONTRACT PROJECT NO. ofDESIGNED:DRAWN: CHECKED:CHECKED: DESIGN ENGINEER FOR APPROVAL RECOMMENDED DATE sbalog 10:01:41 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.10.dgn 23PLAN AND PROFILE CITY OF CARMEL sbalog 10:01:41 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.10.dgn 1" = 30’ 1" = 10’ JSB AJE KGJ JSB 11-09 124 03/28/2012 110.00’ V.C. P.V.I. EL. 858.29 P.V.I. 454+80.00 +1.65% +0.78% +1.29% 50.00’ V.C. P.V.I. EL. 855.48 P.V.I. 453+10.00 P.G. EL. 858.72 455+35.00 "S-1-B" END CONSTRUCTION 8 5 4 .1 8 5 4 .7 8 5 5 .3 8 5 6 .1 8 5 7 .0 8 5 7 .7 8 5 8 .4 8 5 8 .8 8 5 9 .2 8 5 9 .5 8 5 9 .7 8 5 9 .9 8 6 0 .0 452+00 453+00 454+00 455+00 456+00 457+00 458+00 App. Section LineLine "S-1-B" From Line "S-1-B", Except as Noted. All Topographic Information Described See Construction Details. For Proposed Drainage Structures Line "S-1-B" to be Constructed. Except as Shown. All R/W Described from Line "S-1-B" NOTES: App. Exist. R/W App. Exist. R/W R/W 50’ R/W 20’ +75 0’ +75 50’ RW (11’) Constr. Limits E No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J Profile Grade Existing Ground Grade of Special 4’ Bottom Ditch Req’d. LT +1.80% 857.53 +35 855.10 +00 8 5 3 .2 1 8 5 3 .8 1 8 5 4 .5 6 8 5 5 .3 1 8 5 6 .0 6 8 5 6 .8 1 8 5 7 .5 6 8 5 8 .3 0 8 5 8 .8 5 8 5 3 .4 5 8 5 4 .0 6 8 5 4 .7 1 8 5 5 .3 6 8 5 6 .1 4 8 5 6 .9 7 8 5 7 .7 7 8 5 8 .4 0