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440.soyv <br />17+. <br />v \ <br />888 51 <br />'882 70' <br />47 . .6 <br />• <br />01 <br />_841 .• <br />841 • <br />870 84 <br />870.53 842 <br />8.45 <br />871 00 <br />71.06 2- 20 <br />• 844' <br />71.75 •A <br />:•WL2-2.1 A\ <br />• <br />87.4.30 <br />870 <br />70.60 <br />L2-22 '. <br />�870�2 87Q7° 872 0� <br />8 8< • 87 WBt-�„t <br />WL2-15 870 53 <br />WL2 14 <br />87107 <br />16.5' WETLAND BUFFE <br />.- _DRAINAGE AND UTILITY <br />�1\.. \80, 75 <br />WC2-23 872t <br />87146 704, II�IE PLAN D <br />871 N <br />•'.g72 702. WL 869.5 <br />71703271I1PER GR.ADING PLAN OF <br />.. , <br />7096.4 BROOKFIELD SECOND ADDITION <br />8 <br />875.36'�,y <br />T01 <br />376 <br />397 • <br />26 8A6 92 <br />• 1• <br />8N25 (9:› 8X7 ,yE'l <br />t 1 <br />3b.55 t 70'874.55809 <br />f. <br />880 8 .721 /880.12 7.08 <br />722' <br />802 6 '.878.21', <br />9 881 54. •1880.28'. 878.90 <br />71.'9 718 78773 <br />879,2�' <br />808 �• <br />873.8P <br />516 873:90 <br />873 86523 873 9 <br />872 55 517 z 521 <br />554 <br />87 <br />.8`F0 32 873.51 - E <br />DITCH x 872.38 522 <br />87 '1.97 <br />872.05 872 91 <br />525 <br />553 <br />53 8.39� <br />526 Z.87242 <br />551 <br />87Q, 95 <br />Vy0'2-16 <br />3 / :87o.7z <br />872 81 805 <br />WL2-17 <br />871.57 <br />815 <br />8j1 80 <br />Q16 <br />• <br />87:99 <br />81,8 <br />87.3.61 <br />8.24 <br />871 0.9 <br />WL218 <br />871.21 <br />827 823 <br />873.4$' 877"57 <br />833 832 <br />870 93 <br />WL2-19: <br />873 48 <br />871 �2 834 <br />835• <br />• <br />/ '•873 69. <br />*�. 715 <br />•'1: <br />87 <br />68 \ <br />'4 <br />77.35 871,32 <br />Q 642 <br />873.31 <br />40 <br />• <br />873.7 <br />69 <br />EASEMENT <br />73.35 <br />8706 <br />25 871 13 <br />707 <br />87T.• <br />94 <br />• <br />• <br />872;78 <br />710 <br />872.72 <br />713 , <br />L272 <br />Lz-�6 <br />870 30 870 60 <br />638 WL2-27 <br />Wet <br />/870 77 <br />870.•68'547"' <br />548 <br />3.4\ <br />87453 871.0.•'' <br />514 WL1,,13 .08, <br />874,12 870 86.•' <br />518 WL1-14 <br />874J8 r8 1 27 .' <br />\ \74 01 <br />N <br />$ I ; <br />4 <br />87.1.3� <br />WC1-1 <br />871 <br />8727. 7�9 <br />52\ <br />87217. <br />545 7T:77...:. �28 <br />544 <br />871.27 <br />\, 543 <br />L 1V 541 <br />• ••870.81 <br />WL.2-13 536 <br />DIT 59 870 41 <br />540 871�� t_' 871.37 <br />871 8 <br />542 <br />871 18 <br />871 52 <br />539 <br />�869 03 <br />5:99 24 \ 1A <br />8909.� PP <br />871.35 '• x <br />\ <br />872 54 <br />7_25" 8 <br />/870.96 WL1-8 <br />WL1-9 <br />87.1. 57 • <br />6898 ' <br />%OM WL1-18 86544 <br />WL2-11 \ 538 <br />vd/, 871.28 <br />871 31 '•869.11. • 8 <br />WL1-19 <br />�870 92� <br />871.19 EOM "' 1 <br />WL1-20 <br />871.34 <br />'A.P.PROX. FEMA 537 W 2-10 <br />OODWAY LOCATION <br />Lot # <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />Q <br />87 <br />Block # <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />• <br />• <br />• <br />• <br />• <br />• <br />Building <br />Type <br />W.O. <br />W.O. <br />W.O. <br />W.O. <br />W.O. <br />W.O. <br />W.O. <br />W.O. <br />W.O. <br />W.O. <br />L.O. <br />W.O.* <br />W.O.* <br />L.O. <br />L.O. <br />L.O. <br />W.O. <br />W.O. <br />1A/ n <br />871 79 <br />532 <br />871,16 <br />W8t 87116 �3 <br />WL2-9 W@t,. <br />871 42 8 <br />533 N <br />871.07 <br />535 871.10 <br />534 <br />Pro <br />Garage <br />Elevation <br />886.6 <br />885.8 <br />884.2 <br />882.8 <br />882.0 <br />881.5 <br />881.8 <br />881.3 <br />881.3 <br />881.3 <br />882.3 <br />881.3 <br />881.3 <br />881.7 <br />882.4 <br />882.2 <br />882.4 <br />882.5 <br />51512 a <br />