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HomeMy WebLinkAboutC.400 Grading PlanII urb inlet q O n 855.79 (cone) - ,e I � I -r I ID, �c �coco`.V Y O C o/ c " , a� (0/ �� Il [i9� fI }. tsb1.u/ MIL b- rte �. �'\' +� ,�,� L'. �JE'`` I I9 e �� f ASI'' TBM 0 - , o, sue` 4 r r ' t -- =- _ - - " sm I ,� a STORM STIR 24 -8- _;�0 6 Electric E nt mac,- . ti_ - X62 +q> (tone drive) �1.� - - - -' _S88040'34 W 847.34 �-- o� V STORM STIR 22 _ - - - -- TR: 851.42 - - - - - -�" T�"' �-__ - -- - - +STORM STIR 52 I . ? --- - -a--- ___ - -- STORM STIR 25 _,•. - --- - - -TR 851.31 - - -- __�_._ -- _.� _ - - .. - • 855 - _ TR. 850 49 -- � - -�'i -� _ _ - _ , ° 6 Electric Esmt TR 851 39 TC 851.88 853 ___ _ _ 857 o � 852 4 854 856 - 85 853 - - - - 77 7 51 -- `� t s � II - �O ' 8 _ TC 852.75 TC 853.79 _ - - - -I 8 8 8 85 y 0 TC 851.96 I 854.23 � STORM STIR 51 I BC 852.20 �_ cV ? TC 852.42 TC 852.88 TC 852. / h TC 4.50 TC 854.06 BC 852.75 TC 853.02 h __ _ _. - - BC 851.92 BC 852.38 BC 852.46 TR: 847.660 TC 852.52 T 52.31 BC 854.00 _ __ BC 853.56 BC 852.52 I I i TC 852.62 BC 852.02 BC 851.81 v -- " TC 852.94 2.12 S TC 853.15 - - - - BC 85 . _ . ' • - ' ,_ • • , "' • .' * � .. - • BC 852.44 ;-" ' �- • - - - - - - y, • `� BC 852.65 ;.O POND 1 .. TC 853.08 TC 853.68 852.52 BC 852.58 854.33 / 852.62 852.41 BC 853.18 STORM STR 23 853.13 \ TC 852.74 tx' EMERGENCY 1 847.66 I I 11 + i 854.50 TR: 852.00 TC 852.82 BC 852.24 I SPILLWAY I 1 853.37 \ BC 852.32 TC 852.79 gy?' I 843 I I 1 + ��� w 853 ti 854.00 TC 853.05 840 : BC 852.55 TC 853.65 836 I I I 1 o L 853.75 ` r I BC 853.15 I - _ _ __ -�= ��" �;, r 854.00 v � . ;; ; 853.36 I , -r o - 854.00 TC 853.26 x + BC 652.76 + I- �o a, STORM STIR 21 �n I + TC 853.93 R , .. ry d 853.43 TR: 852.00 853.42 �� I I g co t , I BC � �' 854.00 854.00 TC 853 32 _ 853:56 ^ 854.50 85282 ` STORM STIR 29 DETENTION POND. M I N �. �, ^ r 100 YR BANK: ELEV. 84.66 + i STORM STR 2 1 854.50 �� h� �. v STO 7 /C °D ao I 1 h , - NORMAL POOL: 844.28 3 . �;• I STORM STIR 30 - � � I 3.05 ITC 853.15 ', � °° + .. -- �- a � , r � TR: 8 IN 844.78 ;> ( . 50 73 Bc 852.65 +- `' = STORM STR 26 TR:851.13 BOTTOM OF POND: 836.00 10 I 1 TC 854.02 TC 853.77 , t ^ _ 836 ^ ao ao I I N 57 85 BC 853.52 BC 853.27 q� STORM STIR 1 TR: 853.00 TC 852.98 I a, b O BC 852.48 M o I I, t> 4- TC 852.80 TC 853.13 �� TR: 853.00 ° o'no S 853.87 ¢ - BC 851.32 � 1 O STORM STIR 28 840 I i _ ! rc 852.77 TR: 850.89 n STORM STIR 14 843 4 \ STORM STR 2 1 _ __ + 854 INV(SW): 844.78 ;� 1 I ; \ < TR: 851.91 ' .- .- . -. -.- 845 -. ' 8 . . -. -. - . -. -•- - -• + -t -. - TC 853.56 855.85 -.' r 852 BC 853.06 00 f d' 853.46 I SR / TC .78 853.09 BC 852.28 + - I, 8�j3 �J- TC 853.02 TC 852.80 + 853.85 BC 852.52 \ BC 852.14 _ urL) .nleT BC 852.30 ��' �� PROPOSED s N -`1 + r _• ■11 . r> BC 852 48 TC 853.25 850 " BUILDING _ v - 854.34 TC 854.31 ^ BC 852.75 / TC 853.85 � > " 8 Via' 850 ' ,3, v, : TC 853.88 �rw : 834..E U �\ C 852.96 e, s r � ) ( � BC 853.35 -- BC 853.38 �� (1 O4 BEDS) � 854.50 BC 853.81 � ��.= � TC 852.99 NJ, I � : rl;^ �9 S.F. - - - -- - - - - - -- BC 852.49 - - - - _ _ ✓\ / ,.� � ' ^� „��� p. ^r{, - 8, 6 - - - oD TC 853.23 �' -- -- � - - - � - - - �rx � � - r, ✓(s):8 Z. .; r ,. o h 1 r\ TC 853.13 I ,. �- �..,I \< ++ " FEE• 854.50 Bc 852x3 �yti h° a° I _ a J 854.50 853.66 853.04 T 8 yy 5 0 �� - - - - 8 _1 ° ; p �• 854.18 v `� ® y TC 853.49 TC 853.09 - - - - - I i / i e I r 99 BC 852.75 0 __ `. BC 852. ;k- BC 852.59 i' "�' d• TC 854.15 v }" 854.14 TC 852.75 � . ;� :- �' ✓ - _ _. _ - 1 U 853.98 BC 853.65 STORM STIR 3 SITE \ 652.78 BC 852.25 i 852.57 TR R ES ` 1 in 853.95 1 ® �� .853.00 7 8 ; \ ° �'' ,r 5 ` TC 854.06 v 47 AC 854.23 TC 852.20 li I i N 1 853.96 TC 853.05 �` ^ BC 853.56 _ BC 851.70 >\ ° -- M n � +`b 854.12 / 854.04 853.36 M - STORM STIR 13 - � � -- „ II i G �?' \ BC 852.55 �J J / r \ TC 852.83 + v TR 852 24' �.. 41 4� TC 854.31 a� < 1 -- 1 U �O 2 I 3 85 BC 853.81 1< \ v v w BC 852 6s h STORM 12 `\ -- i rat \ I BC 852.61 �� TC 852.75 .851.62 } L= 01 - - -- ' II v ° n �s 8sg Bc 852.25 TR /� _ N89 °4119 E - 217.35 :x i a 0 854.21. \ \ I �, TC 852.40 x 864 TC 853.61 > i O h BC 851.90 . - / r ✓. - - 1 4� 4� - 00 BC 853.11 1 W �; (n 854.01 ., ; v I -,-;.. I ` -�- , � - - - - _ �- / /_/ , y o-, III W J T - - - - - -- - 854. STORM STR 4 -` 0 // „ s 853 63 j uG i'� �� - TC 853.64 0� / / 6 U' 11 I TR: 851.83 I BC 853.14 h� ^ -: x � L � i hp I a� r 1 , \ + :� 853.40 `. TC 853.23 x00 o-`x R - x ti.. � 4" quad r� l I L �� a STORM STIR 11 ,.L, l 1 a _- 9 53.25 TC 853.90 �. fi - BC 852.73 r" / , x -; + I I TC 8 TR. 853.00 854.50 „ Z I BC 852.75 BC 853.40 r y � f.L y �� fr - _ .,�• � 4 \ Q 853.63 / _ 4 U TC 852.87 // / N. 1 1 '! TC 853.05 � 1 "\ ,,. ,llf --"; � ,-" �-�> ;" =t_:" ..:; -- BC 852.37 TC 652.25 / 1- �� 'a� �' ��_ ^,"� �a, ,�• � " +•b , BC 852 55 -� k J Y ^�� \ . - / \� _. BC 851.75 / gg o� <� ;4 854.27 \,� I - 854 00 -- - ti / / - . n �r--- "---__ (n__; �Ci L�� I rt - - �. �� � , � ,_ �J, _ �4) �D l U /P.�l�h �. i- , 4 „ -Z I b� __ - _ _ + 854.00 - LO 854.07 TC 852.75 TC 853.90 TC 853.35 r ex. curb i r. o 1. Z BC 852.85 854.00 _ w / - _ ¢� 6.. r I,, I Ltl BC 8 BC 853.40 854.00 -------- - - - - -- 1 i + r 8 5 9 ,i I' 1 \ \ O TC 853.11 - °� - - Y / - _ ; - 8 S {; r n , \ \ \ ���� `. BC 852.61 I o 6c . �,.. ! V 854.00 r s IF `11 STORM STIR r : 1 i " I ,:I \ \ \ k. 854.00 T �h 852.50 / STORM STR 6 - I TR: 852.00 r invl� j: 8 1� nit`s" �I TR: 852.50 + �`'�' 853 BC 851.85 ao r `s I 852.98 85450 . / O x ! 854.00 10 w I ; o I \ `.,'✓ r; 852.28 R 53.50 / ` Z ° y - 1;1 p I I \;', h� I TC 852.88 853.35 8S 854.00 854.30 853.47 853.0 / WETLAND TO REMAIN 30 60 BC / (i�� J 0 854.34 , \ \ BC 852.38 3 / 1 \ / UNDISTURBED STORM STIR 5 'TI 852.20 + \, k "• _ 1 °�,' a; - = _ - - � '• ° • :° -- :.; •. .. - - � THROUGHOUT � «6" TC 853.78 TC 852.19 / / J" ASI TBM #$ I °� 1 854.1 TR: 851.44 BC 851 °70 TC 853.25 TC 854.50 \ h� _ - - - - -- - - ? �r a I -- BC 853.28 Bc 851.66 - 8s / \ / ,` / CONSTRUCTION ..'' <" SCALE: 1 " =30' -,. BC 852.00 TC 17 / .xv V 75 BC 854. TC 852.08 p LO r0 I • I 1 - ;� E 9 S� �-' I BC yy�'.67 gy / u; c: F: ��o� I I s TC 851.95 + cures �' \ Tc 851.43 gQ 2 y� / STORM STIR 10 • BC 851.58 O" tea„ o s4� �� o-, BC 851.45 r: v r ' r,i �� I +¢' r�l� 0� N BC 851.58 + 9S �' \ BC 850 93 851 85 / T - • - R 851 23 P t I, : v? h� ° 8 2 w i TC 852.54 4 V n , . ... Y I c• . n v 4 851.70 BC 852.04 C�_\ TC 852.75 �"� i ;� � _• , TC 851.34 w 4� c, O �- . __ - - BC 852.25 BC 50.84 / _ T _��� Z �, 1 \ far N/ sign) �S ��. / + 851 TC 851.72 : :awl �conc �� � ,'gam � LEGEND f� PROPOSED GRADING +_+ U) z Beehive Inlet �o Fire Hydrant M.E. MATCH EXISTING m MM Curb Inlet Z +� Uri EDGE OF PAVEMENT ° © Lid o Stand Pipe I BOTTOM OF CURB ~ 0 \ \. ' s Buried Electric Line � 1 w V co LO O t Buried Telephone Line o BOTTOM OF WALL I iY(7 ;i Buried Water Line �i Uj� U N ?' Coniferous Tree tr Cr) ;f 0 P CONTOURS _j LO t359 r� Tree Stump inv 1 !c 14.�� I 1 13 5 rcp 80 Ic )E( Electric Box vcp Clay Pipe BC 000.00 rte �. �'\' +� ,�,� L'. �JE'`` I I9 e �� f ASI'' TBM 0 - , o, sue` 4 r r ' t -- =- _ - - " sm I ,� a STORM STIR 24 -8- _;�0 6 Electric E nt mac,- . ti_ - X62 +q> (tone drive) �1.� - - - -' _S88040'34 W 847.34 �-- o� V STORM STIR 22 _ - - - -- TR: 851.42 - - - - - -�" T�"' �-__ - -- - - +STORM STIR 52 I . ? --- - -a--- ___ - -- STORM STIR 25 _,•. - --- - - -TR 851.31 - - -- __�_._ -- _.� _ - - .. - • 855 - _ TR. 850 49 -- � - -�'i -� _ _ - _ , ° 6 Electric Esmt TR 851 39 TC 851.88 853 ___ _ _ 857 o � 852 4 854 856 - 85 853 - - - - 77 7 51 -- `� t s � II - �O ' 8 _ TC 852.75 TC 853.79 _ - - - -I 8 8 8 85 y 0 TC 851.96 I 854.23 � STORM STIR 51 I BC 852.20 �_ cV ? TC 852.42 TC 852.88 TC 852. / h TC 4.50 TC 854.06 BC 852.75 TC 853.02 h __ _ _. - - BC 851.92 BC 852.38 BC 852.46 TR: 847.660 TC 852.52 T 52.31 BC 854.00 _ __ BC 853.56 BC 852.52 I I i TC 852.62 BC 852.02 BC 851.81 v -- " TC 852.94 2.12 S TC 853.15 - - - - BC 85 . _ . ' • - ' ,_ • • , "' • .' * � .. - • BC 852.44 ;-" ' �- • - - - - - - y, • `� BC 852.65 ;.O POND 1 .. TC 853.08 TC 853.68 852.52 BC 852.58 854.33 / 852.62 852.41 BC 853.18 STORM STR 23 853.13 \ TC 852.74 tx' EMERGENCY 1 847.66 I I 11 + i 854.50 TR: 852.00 TC 852.82 BC 852.24 I SPILLWAY I 1 853.37 \ BC 852.32 TC 852.79 gy?' I 843 I I 1 + ��� w 853 ti 854.00 TC 853.05 840 : BC 852.55 TC 853.65 836 I I I 1 o L 853.75 ` r I BC 853.15 I - _ _ __ -�= ��" �;, r 854.00 v � . ;; ; 853.36 I , -r o - 854.00 TC 853.26 x + BC 652.76 + I- �o a, STORM STIR 21 �n I + TC 853.93 R , .. ry d 853.43 TR: 852.00 853.42 �� I I g co t , I BC � �' 854.00 854.00 TC 853 32 _ 853:56 ^ 854.50 85282 ` STORM STIR 29 DETENTION POND. M I N �. �, ^ r 100 YR BANK: ELEV. 84.66 + i STORM STR 2 1 854.50 �� h� �. v STO 7 /C °D ao I 1 h , - NORMAL POOL: 844.28 3 . �;• I STORM STIR 30 - � � I 3.05 ITC 853.15 ', � °° + .. -- �- a � , r � TR: 8 IN 844.78 ;> ( . 50 73 Bc 852.65 +- `' = STORM STR 26 TR:851.13 BOTTOM OF POND: 836.00 10 I 1 TC 854.02 TC 853.77 , t ^ _ 836 ^ ao ao I I N 57 85 BC 853.52 BC 853.27 q� STORM STIR 1 TR: 853.00 TC 852.98 I a, b O BC 852.48 M o I I, t> 4- TC 852.80 TC 853.13 �� TR: 853.00 ° o'no S 853.87 ¢ - BC 851.32 � 1 O STORM STIR 28 840 I i _ ! rc 852.77 TR: 850.89 n STORM STIR 14 843 4 \ STORM STR 2 1 _ __ + 854 INV(SW): 844.78 ;� 1 I ; \ < TR: 851.91 ' .- .- . -. -.- 845 -. ' 8 . . -. -. - . -. -•- - -• + -t -. - TC 853.56 855.85 -.' r 852 BC 853.06 00 f d' 853.46 I SR / TC .78 853.09 BC 852.28 + - I, 8�j3 �J- TC 853.02 TC 852.80 + 853.85 BC 852.52 \ BC 852.14 _ urL) .nleT BC 852.30 ��' �� PROPOSED s N -`1 + r _• ■11 . r> BC 852 48 TC 853.25 850 " BUILDING _ v - 854.34 TC 854.31 ^ BC 852.75 / TC 853.85 � > " 8 Via' 850 ' ,3, v, : TC 853.88 �rw : 834..E U �\ C 852.96 e, s r � ) ( � BC 853.35 -- BC 853.38 �� (1 O4 BEDS) � 854.50 BC 853.81 � ��.= � TC 852.99 NJ, I � : rl;^ �9 S.F. - - - -- - - - - - -- BC 852.49 - - - - _ _ ✓\ / ,.� � ' ^� „��� p. ^r{, - 8, 6 - - - oD TC 853.23 �' -- -- � - - - � - - - �rx � � - r, ✓(s):8 Z. .; r ,. o h 1 r\ TC 853.13 I ,. �- �..,I \< ++ " FEE• 854.50 Bc 852x3 �yti h° a° I _ a J 854.50 853.66 853.04 T 8 yy 5 0 �� - - - - 8 _1 ° ; p �• 854.18 v `� ® y TC 853.49 TC 853.09 - - - - - I i / i e I r 99 BC 852.75 0 __ `. BC 852. ;k- BC 852.59 i' "�' d• TC 854.15 v }" 854.14 TC 852.75 � . ;� :- �' ✓ - _ _. _ - 1 U 853.98 BC 853.65 STORM STIR 3 SITE \ 652.78 BC 852.25 i 852.57 TR R ES ` 1 in 853.95 1 ® �� .853.00 7 8 ; \ ° �'' ,r 5 ` TC 854.06 v 47 AC 854.23 TC 852.20 li I i N 1 853.96 TC 853.05 �` ^ BC 853.56 _ BC 851.70 >\ ° -- M n � +`b 854.12 / 854.04 853.36 M - STORM STIR 13 - � � -- „ II i G �?' \ BC 852.55 �J J / r \ TC 852.83 + v TR 852 24' �.. 41 4� TC 854.31 a� < 1 -- 1 U �O 2 I 3 85 BC 853.81 1< \ v v w BC 852 6s h STORM 12 `\ -- i rat \ I BC 852.61 �� TC 852.75 .851.62 } L= 01 - - -- ' II v ° n �s 8sg Bc 852.25 TR /� _ N89 °4119 E - 217.35 :x i a 0 854.21. \ \ I �, TC 852.40 x 864 TC 853.61 > i O h BC 851.90 . - / r ✓. - - 1 4� 4� - 00 BC 853.11 1 W �; (n 854.01 ., ; v I -,-;.. I ` -�- , � - - - - _ �- / /_/ , y o-, III W J T - - - - - -- - 854. STORM STR 4 -` 0 // „ s 853 63 j uG i'� �� - TC 853.64 0� / / 6 U' 11 I TR: 851.83 I BC 853.14 h� ^ -: x � L � i hp I a� r 1 , \ + :� 853.40 `. TC 853.23 x00 o-`x R - x ti.. � 4" quad r� l I L �� a STORM STIR 11 ,.L, l 1 a _- 9 53.25 TC 853.90 �. fi - BC 852.73 r" / , x -; + I I TC 8 TR. 853.00 854.50 „ Z I BC 852.75 BC 853.40 r y � f.L y �� fr - _ .,�• � 4 \ Q 853.63 / _ 4 U TC 852.87 // / N. 1 1 '! TC 853.05 � 1 "\ ,,. ,llf --"; � ,-" �-�> ;" =t_:" ..:; -- BC 852.37 TC 652.25 / 1- �� 'a� �' ��_ ^,"� �a, ,�• � " +•b , BC 852 55 -� k J Y ^�� \ . - / \� _. BC 851.75 / gg o� <� ;4 854.27 \,� I - 854 00 -- - ti / / - . n �r--- "---__ (n__; �Ci L�� I rt - - �. �� � , � ,_ �J, _ �4) �D l U /P.�l�h �. i- , 4 „ -Z I b� __ - _ _ + 854.00 - LO 854.07 TC 852.75 TC 853.90 TC 853.35 r ex. curb i r. o 1. Z BC 852.85 854.00 _ w / - _ ¢� 6.. r I,, I Ltl BC 8 BC 853.40 854.00 -------- - - - - -- 1 i + r 8 5 9 ,i I' 1 \ \ O TC 853.11 - °� - - Y / - _ ; - 8 S {; r n , \ \ \ ���� `. BC 852.61 I o 6c . �,.. ! V 854.00 r s IF `11 STORM STIR r : 1 i " I ,:I \ \ \ k. 854.00 T �h 852.50 / STORM STR 6 - I TR: 852.00 r invl� j: 8 1� nit`s" �I TR: 852.50 + �`'�' 853 BC 851.85 ao r `s I 852.98 85450 . / O x ! 854.00 10 w I ; o I \ `.,'✓ r; 852.28 R 53.50 / ` Z ° y - 1;1 p I I \;', h� I TC 852.88 853.35 8S 854.00 854.30 853.47 853.0 / WETLAND TO REMAIN 30 60 BC / (i�� J 0 854.34 , \ \ BC 852.38 3 / 1 \ / UNDISTURBED STORM STIR 5 'TI 852.20 + \, k "• _ 1 °�,' a; - = _ - - � '• ° • :° -- :.; •. .. - - � THROUGHOUT � «6" TC 853.78 TC 852.19 / / J" ASI TBM #$ I °� 1 854.1 TR: 851.44 BC 851 °70 TC 853.25 TC 854.50 \ h� _ - - - - -- - - ? �r a I -- BC 853.28 Bc 851.66 - 8s / \ / ,` / CONSTRUCTION ..'' <" SCALE: 1 " =30' -,. BC 852.00 TC 17 / .xv V 75 BC 854. TC 852.08 p LO r0 I • I 1 - ;� E 9 S� �-' I BC yy�'.67 gy / u; c: F: ��o� I I s TC 851.95 + cures �' \ Tc 851.43 gQ 2 y� / STORM STIR 10 • BC 851.58 O" tea„ o s4� �� o-, BC 851.45 r: v r ' r,i �� I +¢' r�l� 0� N BC 851.58 + 9S �' \ BC 850 93 851 85 / T - • - R 851 23 P t I, : v? h� ° 8 2 w i TC 852.54 4 V n , . ... Y I c• . n v 4 851.70 BC 852.04 C�_\ TC 852.75 �"� i ;� � _• , TC 851.34 w 4� c, O �- . __ - - BC 852.25 BC 50.84 / _ T _��� Z �, 1 \ far N/ sign) �S ��. / + 851 TC 851.72 : :awl N8 S + �� ) BC 851.22 // - _ / 771 • I , • + 2__ �� STORM STIR 7-/ o� ^� + 4" c 8 ���� STORM STIR 9 TR: 50.93 p c- TR 850 49 v " 85 x 854.22 ME =_ �`o o' Q 4 -- - - _ _� __ - - - - -. �� �`2t, a ,' /� R = 520.30' 54.32 ME _ ,- -___- __� GOo° �. '1�. i o R = 236.62 _ _ �8 TC 850.25 ME TC 850.14 ME / L = 252.26' \ � I<� L L 77 24' cone aUr _#k4:v'� ��O 5 B 849.64 ME -- _� '' �•% "� __ C 6 BC 849.7 ME - � G „ Q d onc) I .01 � olb 0 0 O �O !Of �� �. co �" O O a ;i l �se�� �� C) � -^D iospnal i t7 O� MINIMUM FLOOD PROTECTION GRADE: 849.66 CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: R = 328.19 �r r� I_ O'1 ? = � �/" MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 2 _ -_ ° „� a L = 109.83 O - cC � ®m° FEET ABOVE ANY ADJACENT 100 -YEAR LOCAL OR REGIONAL FLOOD +- - -- - + - / os �a. �.' O �'1 i ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. 1; �,. 1+ ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS ALL f : O \ 1 o..r+!� PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE gra§s� ��' . + �'�, �' N o+� """�'� MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT °b`a '= R = THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. I - - - - - ^� " ; MINIMUM LOWEST ADJACENT GRADE: 854.00 O + o o grass) 0/ + g p , q -- _ 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS �� lam' / / `� - �, - -__ +_ �a�o - f THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST ° / `O ' �- GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO 1 - ex. san;tary mh �� // �° * + OF THE DEPARTMENT OF ENGINEE N Z i Ir: 851 .51 / /j ��0 111 ����, o�a� C FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING ex. curb inlet \ STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, "A tr. 854.7 it v(w .845.05 // + �� ' N DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE o ` inv(s):845.55 // ex curb inle� ��(.' t WINDOW WELL). inv(n):8417.Q7 /// Q r. 849.34 � �- dir. only ,. <� ex. rc - �conc �� � ,'gam � LEGEND f� PROPOSED GRADING +_+ U) " Beehive Inlet �o Fire Hydrant M.E. MATCH EXISTING m MM Curb Inlet Z +� EP EDGE OF PAVEMENT ° © Lid o Stand Pipe I BOTTOM OF CURB ~ 0 D Guard Post s Buried Electric Line TC TOP OF CURB w V co LO O t Buried Telephone Line BW BOTTOM OF WALL I iY(7 O�� Buried Water Line �i Uj� TOP OF WALL N ?' Coniferous Tree tr dir. only P CONTOURS _j LO N8 S + �� ) BC 851.22 // - _ / 771 • I , • + 2__ �� STORM STIR 7-/ o� ^� + 4" c 8 ���� STORM STIR 9 TR: 50.93 p c- TR 850 49 v " 85 x 854.22 ME =_ �`o o' Q 4 -- - - _ _� __ - - - - -. �� �`2t, a ,' /� R = 520.30' 54.32 ME _ ,- -___- __� GOo° �. '1�. i o R = 236.62 _ _ �8 TC 850.25 ME TC 850.14 ME / L = 252.26' \ � I<� L L 77 24' cone aUr _#k4:v'� ��O 5 B 849.64 ME -- _� '' �•% "� __ C 6 BC 849.7 ME - � G „ Q d onc) I .01 � olb 0 0 O �O !Of �� �. co �" O O a ;i l �se�� �� C) � -^D iospnal i t7 O� MINIMUM FLOOD PROTECTION GRADE: 849.66 CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: R = 328.19 �r r� I_ O'1 ? = � �/" MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 2 _ -_ ° „� a L = 109.83 O - cC � ®m° FEET ABOVE ANY ADJACENT 100 -YEAR LOCAL OR REGIONAL FLOOD +- - -- - + - / os �a. �.' O �'1 i ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. 1; �,. 1+ ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS ALL f : O \ 1 o..r+!� PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE gra§s� ��' . + �'�, �' N o+� """�'� MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT °b`a '= R = THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. I - - - - - ^� " ; MINIMUM LOWEST ADJACENT GRADE: 854.00 O + o o grass) 0/ + g p , q -- _ 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS �� lam' / / `� - �, - -__ +_ �a�o - f THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST ° / `O ' �- GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO 1 - ex. san;tary mh �� // �° * + OF THE DEPARTMENT OF ENGINEE N Z i Ir: 851 .51 / /j ��0 111 ����, o�a� C FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING ex. curb inlet \ STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, "A tr. 854.7 it v(w .845.05 // + �� ' N DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE o ` inv(s):845.55 // ex curb inle� ��(.' t WINDOW WELL). inv(n):8417.Q7 /// Q r. 849.34 � �- dir. only ,. <� ex. rc - a o EXISTING TOPOGRAPHY LEGEND ~ r� ° PROPOSED GRADING LEGEND U) -Q- Beehive Inlet Fire Hydrant M.E. MATCH EXISTING m MM Curb Inlet `tj' Sprinkler Valve EP EDGE OF PAVEMENT ° © Lid o Stand Pipe BC BOTTOM OF CURB ~ 0 • Guard Post a Buried Electric Line TC TOP OF CURB w QS Sanitary Manhole t Buried Telephone Line BW BOTTOM OF WALL a- Sign W Buried Water Line TW TOP OF WALL o Coniferous Tree tr Top Of Rim Elevation 000 CONTOURS LO Tree Stump inv Invert Elevation FLOW LINE 1 13 Deciduous Tree rcp Reinforced Concrete Pipe TC )E( Electric Box vcp Clay Pipe BC 000.00 CURB ELEVATIONS 4( Ground Light cpp Corrugated Plastic Pipe � Light Pole pvc Plastic Pipe 000.00 SPOT ELEVATIONS 6i ® Transformer X a o (9 Telephone Handhole ~ r� ° (1 Telephone Manhole JOB N0. -Q- Telephone Marker Telephone Pedestal �W J Q Q C U U) Z� zo F J EL a_ GENERAL GRADING NOTES NOTES: 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY 2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) IN THE FIELD PRIOR TO 9. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF 10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS DEPTH OF EXISTING UTILITIES PRIOR TO ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE INDICATED. COMMENCING ANY CONSTRUCTION. CONTACT CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. ENGINEER IF VARIATION EXISTS. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND 11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS. EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S 12• INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION. AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. CAUTION 11 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO 13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (location, size and 14. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND depth ) SHALL BE MADE BY THE APPROPRIATE U11UTY COMPANIES. WHEN EXCAVATING AROUND OR IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE IN THEIR EVIDENCE ( including, but not limited to, manholes, OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A inlets, valves, and marks made upon the ground by REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND /OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 15. THIS LOT DOES NOT LIE WITHIN ANY FLOOD HAZARD ZONE AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, COMMUNITY 180081, CITY OF CARMEL, PANEL NUMBER 0209G, DATED JANUARY 29, 2010. 16. CONTRACTOR IS REQUIRED TO ADJUST ALL SURFACE INFRASTRUCTURE TO MATCH PROPOSED GRADES. THIS INCLUDES ALL CASTINGS, GRATES, HANDHOLES, VALVES, HYDRANTS, UTILITY PEDESTALS, ETC. others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND - 0ON U � M O Q cfl ch c 'n v 5 (n N U? a Q W P_ 2 gZM U QOU- 10 0 (oQlr- � �Zu, Cl) J W Z Z - O W zvQ U a CA MEMO ■IONNE Q• 0 G CERTIFIED BY J W 2 cc a U O� �N �LU LU ;-up a Z .m V)za ° >� a N 0-- ZZ� =JZ� Jav ~aa W z do 3� H0 �z� Z a� a � a W REVISIONS GRADING PLAN SHEET NO. C.400 OF DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB N0. 2013.00569