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Flood Plain Grading PlanI 0 0 I 00 A C� 0 z a, o� It Z l CREEK a SALT fi y i yr 1. �'•"`. .. _.. 1 , - _ 4 6.0 �► r + „ j �, - BOTTOI�F bFyjLASLC�5Z.,� DWAY LIMIT) � _.YF..I<-pa � - END OF WALL %" W POINY - .. ' 12 LVERT _ �� t�, `-`'i� — - �. �_ _ �� EL. 655.5. r " CU _ t• 6 T OF" S EXISTING "4 L 4.3' oSrO i LIMIT OF FLOODWAY �� 650— / EXISTING \ --- _ C.ROWN ENTER OF ROAD - PITCH TO SIDES.--- - 0 0 0 R LIMIT O F SHOUL ER � EXISTING GROVE' 5" WtD ON rET INING F L O O D W A Y f- OF TREES WALLS E BLEN OTHER SIDE ` 2S f' /— LIMIT OF E, ;! _' 100 -YR 1 1`�\ .` WITH SO LANDS PE TREATMENT. � j FL.OGX7 PLAIN, EL. 655.5 � � S '/ LI JOU'';' c< \� \ \� �� \, III, ti s. s I FL "rJ, EL.�Ii'€i5.5 _-....,..i.�---"..,�., X55. _ J.. wT ANN , 14 r j NOTE PROPOSED GRADING AB V AN N O 0 I CLIJDfNG-�isj/ATId1V `. HAS SEEN INDJ O"S DRA4fflk -_. ` -` ! . ................ I fto VX \` . % ` \ i 'AnI � m , I , 665 i / V� r / - Y � �Is ` _ r `c--OUTLJNE OF PROPOSED OFFICEt 2r J `✓ i IL 1 Lj ks L/ I40 _ ♦ / f4rj_ I 675RIM �— 61915 III -3L tr 10 zr LP !N • / sF O t 1z) 40 to In Q of c M v9 v9 vj9 U 00 � v9 4 v9 S v9 -P A �690 a L SC x 1L- 3 QA ap In A z- M O J �— N . V, Q � s K Y � a MAIC -.4 LINE SEE SHEET 12 oN s � � j' MANHOLE � 00 Ilk HYDRANT 00 M 10D o 's a m p m HANDHOLE +- 0 0 d d Z Z z l� ELECTRIC LI, WATER CREEK a SALT fi y i yr 1. �'•"`. .. _.. 1 , - _ 4 6.0 �► r + „ j �, - BOTTOI�F bFyjLASLC�5Z.,� DWAY LIMIT) � _.YF..I<-pa � - END OF WALL %" W POINY - .. ' 12 LVERT _ �� t�, `-`'i� — - �. �_ _ �� EL. 655.5. r " CU _ t• 6 T OF" S EXISTING "4 L 4.3' oSrO i LIMIT OF FLOODWAY �� 650— / EXISTING \ --- _ C.ROWN ENTER OF ROAD - PITCH TO SIDES.--- - 0 0 0 R LIMIT O F SHOUL ER � EXISTING GROVE' 5" WtD ON rET INING F L O O D W A Y f- OF TREES WALLS E BLEN OTHER SIDE ` 2S f' /— LIMIT OF E, ;! _' 100 -YR 1 1`�\ .` WITH SO LANDS PE TREATMENT. � j FL.OGX7 PLAIN, EL. 655.5 � � S '/ LI JOU'';' c< \� \ \� �� \, III, ti s. s I FL "rJ, EL.�Ii'€i5.5 _-....,..i.�---"..,�., X55. _ J.. wT ANN , 14 r j NOTE PROPOSED GRADING AB V AN N O 0 I CLIJDfNG-�isj/ATId1V `. HAS SEEN INDJ O"S DRA4fflk -_. ` -` ! . ................ I fto VX \` . % ` \ i 'AnI � m , I , 665 i / V� r / - Y � �Is ` _ r `c--OUTLJNE OF PROPOSED OFFICEt 2r J `✓ i IL 1 Lj ks L/ I40 _ ♦ / f4rj_ I 675RIM �— 61915 III -3L tr 10 zr LP !N • / sF O t 1z) 40 to In Q of c M v9 v9 vj9 U 00 � v9 4 v9 S v9 -P A �690 a L SC x 1L- 3 QA ap In A z- M O J �— N . V, Q � s K Y � a MAIC -.4 LINE SEE SHEET 12 oN s � � j' T ` \9 \9 TIP ; MATCH LINE SEE SHEET I Qs m ]] Ie Q w ] C K) 2 %J -3N t: �CC�yy44 JO NUJ N `D 3 u 666 _ M N Pi n5 V4 P EI11800 15111600 E M 200 LEGEND OO MANHOLE � IhILET Ilk HYDRANT VALVE M TELSP HON�C S7 -AVC 7IFE Nd 's X LfOHT RECEPTACLE - HANDHOLE +- SPRINKLER HEAD Oft CONTROL VALVE —!— ^ A l� ELECTRIC LI, WATER —G— GAS —1 4 SANITARY SEWER ZEA v[�h —'--- EDGE OF WATER aa �� ro J N +°�° �Io Av J J .(I L. avv o c a a n IIN T ` \9 \9 TIP ; MATCH LINE SEE SHEET I Qs m ]] Ie Q w ] C K) 2 %J -3N t: �CC�yy44 JO NUJ N `D 3 u 666 _ M N Pi n5 V4 P EI11800 15111600 E M 200 LEGEND OO MANHOLE � IhILET Ilk HYDRANT VALVE M TELSP HON�C S7 -AVC 7IFE ® ELEOTRIC •TRuCTLI X LfOHT RECEPTACLE - HANDHOLE +- SPRINKLER HEAD Oft CONTROL VALVE —!— IRRIOATION -IST— TELEPHONE — Er— ELECTRIC —W— WATER —G— GAS —1 4 SANITARY SEWER - STORM &EWER —'--- EDGE OF WATER COORDINATE NUMBER /\ TREE WELL NU DATE DESCRIPTION m McDonald's Corporation Office Campus OAK BROOK ILLINOIS FCL ASSOCIATES, INC. ARCHITECTS AND PLANNERS CHRIS P. STEFANOS ASSOCIATES STRUCTURAL ENGINEERS FLACK + KURTZ CONSULTING ENGINEERS E 111000 MECHANICAL/ELECTRICAL ENGINEERS THEODORE BRICKMAN COMPANY LANDSCAPE ARCHITECTS SASAKI ASSOCIATES, INC. CIVIL ENGINEERS I U UN 17 1985 VILLAGE OF OAK BROOK, IL. A014INISTRATI13 F• - PHASE 1B FLOOD PLAIN GRADING PLAN DRAWN CHECKED ^ APROVED PDATE6-14.85 F P1 � —4 SCALE ��L111 'T