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Grading PlanOAK BROOK SU�\BDIVISION (DOC. NO. R77-20501 Q � w 20 GRAPHSCALE O10 20 40 ny a ( IN FEET) \ \ \ O= 1 inch = 20 ft. BEARINGS AR FOR ANGULAR REFERENCE ONLY AND ARE NOT RE TED TO TRUE OR MAGNETIC NORTH -- x697.35 x %Ess36.5 X69&73 ; -I- ' ONHtii3Ne. X697.04 c � 1 X697.01 50.00 (R V8 X698.48 +6.9 \ i �I\ x 698.15 0 x 6 s LV `. % `, _ �� + O 6 9 699 X697.30, 6.07 1, 12" RCP X 00.80 00 0 j X 696.2 +\` I X 97.6 700.80 X 0.23 +^ X700.80 1 I WL HWL 76 69 H HWL H 669( 695 LOT{ 6 97 + + `� /I o ,� % + 4 o m , 1 8 CD X 695.00 X 6 .69 o 1 a IJI 697 q FLOODPLAIN EASEMENT BFE 699.3 A 3 0 �Y '696 b 694.90 W `D ' x 97. 2 b 88 p��,� 94.90 694. CD 6*5.6 + N +; ' / 1 I 6 ... 9 .. a R 694.63 \ - \i / ' / RI 694.68 / - . b f -- Ql 6 op 9 9 1 b IN 692.68 _ -i \� '� i '.tE , .` i i i �i N 691.16 695 . b a3� _, a3jAn jl -9f6 b��. bk3Ab� b�' 0� 696 - _-�_`� / �,''-`�=��)�_-''� 1�-♦-)y- c I i + i 69204_ + RIM x 690. 2 �o O / -- _ EX. FLOODPLAIN I r AS -BUILT I O 9 6 - 699 g RIM 692. 4. 6 BFE 699.3 / Y INV 69795 s SAFETY LE E 3' PVC Y 696. 9S X69.1B 6)0.75 LOT I + ti� I 6 x ALIGNMENT FOR $ 3b �' 6,19 b j X00 58 CUT/FILL CALCULATION / 689.42 DETENTION EASEMENT &8 - v 3 PROP. RETAMIING Y I I o n EX. BASIN a • 99 WALL (TTP) �8' HNL R HWL 699.5 + �°� _ 1� x702.51 n I 94.7 �D .v A eenn x694.82 DRAINAGE & X'7 .59 FLOODPLAIN EASEMENT ............... ....... x 694.93 l j ro b�_ ��0 ob bo, ti _ . ...... 04.06 RIM 694.54 4.74 SEE SHEET 7 OF 11 FOR I x 97.7 w �~ ,~ ~, 1 4......... .................. X6 4.83 INV 692.09 CUT/RLL CROSS SECTIONS ..... ... .... .. ...... ly 4.06 9 Q AND CALCULATIONS m - �y 05 .. 05.06 696 rn �. �� 110 EX. RIPRAP I b� 693 q N 6 4 ...' ..1 ........................'.'.'...'.' 70g 695 x694.68 . Y .............................. x 694.57 j 4. rn --98. 6 + p 1 1. b �J X70 > 696 b � q b q�. � X 705. .'.' X.7 .6 ......... ............ I 697 tib 706. "7.06'......" " w 9.9 69S r ^ a RELOCATED >0 ro 0 RIM 694.5 RCP I \ - 699 _ - - - - fib-- �" -/ i� +/ 705 LOCATION SFORMER j p 6 INV 692.22 X. OU HT tiNH ' - H -�� 7�" x 700.38 x 700.34 700 3 �` ...... x 694.77 6 )(964.60 I = ON FEN E - 0� 7 0'22 X 6 4.64 704 Q\\\YY 701 i + O d ... x 695.08 X .84 02.03 X701.38 X 701.49 X 701.49 X 70 18 70� 4' X 4' 0� X 04.26'.'.'.'.':'. :'.'.:'':':'.'.'.':':':::..'.'......:. X 695. X 98. 1 X 701.54 X 701.25 X 701. 0 TRANSFORMER PAD 30' K 0� (TO BE RELOCATED) '''' .. nn 9 1 29 BFE 699.3 oo 7021 X 702.64 + T 69 G X702.70 3.35 © •• x 98.67 x 702.30 TFR 703,35. '.'.Q. j.'.'.'.'.'.'.'.'.'.'.'.'.'.'......'.'. 69 .21 x702.78 x702.43 •••• - .x 702.60 .......... ............ ........ INV 699.38 ............. .......................... ......... ...... VCID- ..... ir, 04.38 I -o3 V. __ .... ... '.'.'.�}`�............ 703 .... 03.64 ................... .. G .. �........'.':.'.'.':': .. o 0 S F ................ \ c o A GNMENT R I '0'0""""'" TOP OF CURB C T FILL CAL ULATION .................. .. ... .. ... 5c .....: ........... ......... ....... \ ELEVARTION (TYP) D o . ...... '. ........' :�.Q...;.....'.': '.'.'.'.'.'.' + I PROP. RETAI ING ` } :. g� y@ ... 70? ::. tie WALL (TYP) i \ o.':.....'..'.. \� .T y :.:.'PgQP4'i�..:.'.':.':.'.'.".'.".'gip' .:. .'.'._i.'....'.'.'.'.'.'.'.'.' :.................:. p EX. M6.12 .'..�............'.... CONIC. C&G \ 3 3 3 T 3 3 13 ...... .... ..... .......... .... N ......7n.. ... .. uo .'1'.:." .'.'.'.'.'.'.'.'.' .............. ... z3w � RIM 694.51 ..... ............. 04.00 jj ......'.'. O'.'.'.:.:.:.:.'.'.' .. .......... .... \ mMv \� �I INV 692.53 100. ROW v............ ....................03.. Ilm� a o I ` 7 o mmm 0 n j O ' zzz ............. ... X .08X694.67 O I - RIM 703.47 '.':..'.'... ...'.'.':.'.'.'..'.'.. ... - INV 695.52(N) ... :'.': .': .'.'.'.'. .'.': .'.'.'. :'.'.'.'.'.'.". ss H ` INV 695.80(W&E) ............ H INV 695.80 (E) v a RIM 701.51 '.'. �.�.'.'.'.'. '.': .'.'.'. :'.': .'.'. .'.'. I �O INV I696.11(E) (5) .''�Q'.':.'.'.'.''.'.'.':.'.'.'.'.'.'.'.'33QINV 696 I LOT 5 NV 696.61(W) 21RCP.. . `O 97 I I 27 -REI; --� -{ ...�1:.j\.............. ... 0 0 \` TFR 700.59 `-- 15 RCP 27.. ...'.''t:..'.'.'.':.'.':.'.":.'.'.'.':.'.'.'.'.'.'. +b x695.06 EX. M6J2 p) '.'..'.'.'.':.':.'.'.'.'.':.'.'.':.':.'.'.'.' INV 697.08(55_ .. ....::::: .. rJ o ti CONIC. C&G J ` INV 696.91(E) - �' tip � o � /'+ TFR 703.39 ............... ....... ... 9 I\ ^701,02 aCARA LANE LOT 6 INV 696.46(W) .36 """ """ ... RIM 699.81 �69� I 695.69 CO I j o INV 696.64(E) 18" RCP .. INV 697.75(W) 9p \ �A m co CO 12" RCP TFR 700.67 O 9 Oro (PRIVATE ROAD) b �� ��ti 695.59 696 �/I O 1� o .. ` I^ I 697.26 4 S �2 2� .�°' a3 p,�. � c O p� opt pp. >• py 02' 15'" RCP, I >00 qq 698 / • 20 i - + ' i } i + ' RIM �4: 0 i - OOJ RIf�9699.61 C .63 \�-E EX. M6.12 , ,' INV b98:7y(W , " ," __ OI �\� --Z� CP INV 697.86 + , O So i pq CONIC. C&G - - / __ IN y 9%T9(E�' I I ' ' �``, )''' !` i ' + ' �� i I /+ ' ` r CO 50.00' -- �� -� --- -- ' - ' -- \ , = J LL F r r LL = O rA It s O W m O 0 � N i i m m o � z w g O > O Z Z m oca W he 0 m Z O a m Or. a Y C9 a a Z G 0 J z 0 m w a 0: QW J J w IL 0 W V7 n 0 0 r \ / -� \----- - O ZO 2)PO ED E IC PANEL ca caZ Lu ep N / V �� e �o LIOX / 0 � Box � 7 0 6' � � � � _ � � W o co F I 6 9.64 7 0 DI / �- W <0 0 (S N 697.14 = p co I I 707 -708 Z d 6 w �i �� \ �/ - - - _� �O� / / T/F=710.91 �\ \ \ W Z = o % -� Q ::� a - _o 702701 O / / O6 ��11 #715 CLUB COURT - - �- Q 1� / 1 STORY � ----- - BRICK & FRAME 12' RESIDENCE , � � n' � A TT c-.�nrrm r -i n A c.ni fnwrm I i