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HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 14810 820 830 840 850 860 810 820 830 840 850 860 LINE "PR-A" 2 0 1 5 N 00 00’ 00" Spring Mill Place HAMILTON COUNTY CLAY TOWNSHIP SEC. 2, T 17 N, R 3 E Indiana Farmers Mutual Valley Development Co Inc Valley Development Co Inc Str. No. 110 Str. No. 107 Str. No. 108 Str. No. 109Str. No. 106 Str. No. 105 Str. No. 104Str. No. 103 Str. No. 102 Str. No. 101 Str. No. 100 17+36.11 "PR-A" BEGIN PROJECT (woods)(woods) (woods) (woods) (woods)(woods) (woods) (field)(field) (field) (field) (field) (field) (woods) (gate) (pool heater) (4 " steel) 18" 8" (woods) (woods) (woods) V T 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 10:01:31 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.01.dgn 14PLAN AND PROFILE CITY OF CARMEL sbalog 10:01:31 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.01.dgn 1" = 30’ 1" = 10’ JSB AJE KGJ JSB 11-09 124 03/28/2012 P.G. EL. 834.88 17+36.11 "PR-A" BEGIN PROJECT P.V.I. 19+50.00 P.V.I. EL. 840.22 160.00’ V.C. -0.95% +2.50% 8 2 3 .0 8 2 3 .8 8 2 7 .0 8 2 9 .1 8 2 9 .9 8 3 1 .5 8 3 2 .7 8 3 5 .3 8 3 6 .4 8 3 7 .4 8 3 8 .4 8 3 9 .2 8 4 0 .0 8 4 0 .5 8 4 0 .4 8 4 0 .0 8 4 0 .0 8 4 0 .0 8 4 0 .0 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 R/WApp. App. Line "PR-A" R/WApp. R/WApp. Lot 26 Lot 17Lot 8Lot 7 App. App. App. App. 60’ Gas Line Easement 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: 51’ R/W 51’Do Not Disturb Exist. Wetland Constr. Limits Constr. Limits Constr. Limits Constr. Limits No. STATE OFANAIDNI DERETSIGER R E E NIGNE LANOI S S EFO R P 10505104 GOLA B LEUMAS .J Profile Grade Existing Ground 830.99 +60 +0.92% Temporary Ditch Req’d. LT Grade of Special 4’ Bottom 822.54 +50 S t r . N o . 1 0 4 M .H . 2 2 + 5 0 S t r . N o . 1 0 7 M .H . 2 3 + 5 0 S t r . N o . 1 0 0 M .H . 1 7 + 5 0 219’ of 36" Pipe at +0.40 % 269’ of 36" Pipe at +0.40 %95’ of 36" Pipe at +0.40 % at +0.40 % 30’ of 36" Pipe at +0.50 % 7’ of 36" Pipe S t r . N o . 1 0 3 M .H . 1 9 + 7 5 830.99 830.96 830.21829.83829.73828.65 825.07 824.19824.19824.07 8 3 5 .2 2 8 3 6 .4 7 8 3 7 .7 2 8 3 8 .8 8 8 3 9 .5 3 8 3 9 .6 5 8 3 9 .2 7 8 3 8 .8 0 8 3 8 .3 2 8 3 7 .8 5 8 3 7 .3 7 8 3 6 .9 0 8 3 6 .4 6 8 3 6 .2 2