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HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 15810 820 830 840 850 860 810 820 830 840 850 860 LINE "PR-A" H u m b e r C o u r t Liverpool Drive Valley Development Co Inc Spring Mill Place Valley Development Co Inc Valley Development Co Inc N 00 00’ 00" 2 5 3 0 Valley Development Co Inc HAMILTON COUNTY CLAY TOWNSHIP SEC. 2, T 17 N, R 3 E Str. No. 125 Str. No. 126 Str. No. 123 Str. No. 124 Str. No. 122 Str. No. 121Str. No. 119 Str. No. 120 Str. No. 117 Str. No. 118 Str. No. 116 Str. No. 114 Str. No. 112 Str. No. 113 Str. No. 111 Str. No. 115 (woods)(woods) (woods) (woods)(woods) (woods) (woods)(woods) (woods) (woods)(woods) (field) (field) (field) (field) (field) (field) (conc) (6’ clf) T TT T 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 10:01:32 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.02.dgn 15PLAN AND PROFILE CITY OF CARMEL sbalog 10:01:32 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.02.dgn 1" = 30’ 1" = 10’ JSB AJE KGJ JSB 11-09 124 03/28/2012 150.00’ V.C. P.V.I. EL. 835.95 P.V.I. 24+00.00 +0.50% 8 4 0 .0 8 3 9 .7 8 3 9 .4 8 3 9 .2 8 3 8 .9 8 3 8 .6 8 3 8 .4 8 3 8 .5 8 3 8 .5 8 3 8 .6 8 3 8 .1 8 3 7 .9 8 3 8 .0 8 3 8 .2 8 3 8 .0 8 3 7 .7 8 3 7 .3 8 3 6 .9 8 3 7 .2 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 App. Lot 47 Lot 48 Lot 53 App. Lot 54 App. Lot 17 App. App. R/W Lot 17 App. R/W App. R/W App. App. Lot 18 Lot 16 App. Lot 19 App. R/W Lot 20 App. Lot 21 Lot 22 App. App. App. R/W Lot 9Lot 10 Lot 2 Lot 23 App. Lot 24 App. R/W App. App. App. App. Line "PR-A" From Line "PR-A", Except as Noted. All Topographic Information Described See Construction Details. For Proposed Drainage Structures Line "PR-A" to be Constructed. Except as Shown. All R/W Described from Line "PR-A" NOTES: App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W App. Exist. R/W 51’ R/W 51’ Exist. RW (75.29’) Exist. R/W (77.21) Exist. R/W (+93.06)Exist. R/W (70.75) Exist. R/W (+46.03) Exist. R/W (66.43) Exist. R/W (+75.72) Exist. R/W (54.21) Exist. R/W (+38.73) Do Not Disturb Exist. Wetland Constr. Limits Constr. Limits Constr. Limits Constr. Limits R/W R/W 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 +0.30% 8 3 6 .2 2 8 3 6 .2 3 8 3 6 .4 5 8 3 6 .7 0 8 3 6 .9 5 8 3 7 .2 0 8 3 7 .4 5 8 3 7 .7 0 8 3 7 .9 5 8 3 8 .2 0 8 3 8 .4 5 8 3 8 .7 0 8 3 8 .9 5 8 3 9 .2 0 8 3 9 .4 5 8 3 9 .7 0 8 3 9 .9 5 8 4 0 .2 0 8 4 0 .4 5