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RI9- 905.43 <br />INV.901.32 <br />Ex_ CB <br />INV=901.47 <br />. E.9 INw889.49 <br />N,S 91V- 890.00 <br />/ l T�Irr-r <br />16H-905.6 <br />169- 901.01 <br />INV ■901.64 <br />-7 <br />W <br />014- 905.18 <br />INV =901.15 <br />"1n • r <br />/ <br />11 NEE; <br />7 <br />EX. HYDRANT <br />191H= 909.01 <br />LP 906.69 <br />LP 907.04 <br />If 906.59 <br />`9LT FENCE <br />1 EL r PVC PLUG <br />INV=89417 <br />Ex. 8' DIP <br />PLUG <br />EX. C8 <br />619 -905. <br />W V.901.39 <br />TEMPORARY' ROCK <br />CONSTRUCTION ENTRANCE <br />9LT FENCE <br />4 <br />9LT FENCE <br />9LT FENCE <br />EX <br />905.7 <br />1 <br />1 I EXISTING WETLAND 1 L <br />1 NWL =903.0 1 f <br />1 YR HWL =903.1 _ <br />Ii , 100 YR HWL =903.5 1 <br />1 LAST MEY 6.61:0)*" <br />6 A650C ' ' <br />I I /J 1.' <br />1 <br />-EX. 15- RC FES <br />INV 902.65 , � , a. <br />i -- .-X <br />I -- <br />- <br />_ SILT FENCE ■ i _ _ �� � <br />_ 1\ l <br />i <br />\ <br />1 <br />\\\ 1 1 Ne <br />■ N, 9LT i NCE-� <br />L 1 ��� <br />EX <br />905.3 Ex <br />904.9 EX <br />4. <br />917 FENCE <br />904 <br />/ - <br />.90 <br />- - ��. -� <br />NWL -902.1 <br />1 <br />SILT FENCE <br />904.3 <br />X <br />90E4.5 <br />04.9 <br />T FENCE �.'. <br />�1 0 <br />0 <br />+60600 <br />1000 <br />1000 <br />SILT FENCE <br />1 907. <br />s>•NG 2 <br />aCf ° 0.9 <br />DS�EEKti <br />10 YEAR / <br />/ <br />/ EX. ECF <br />904.5 <br />SE <br />X11 <br />/907. <br />f <br />907.5, <br />i <br />/ )111 <br />I I /, 1 I <br />905.5 905.5 - 905.6 EX__. _. .. - -- _ .. _ _TP -1r1- <br />T FENCE 905.0 "" '7 <br />X905.1 SLY' FENCE 1Pa 7 5 / 9LT FENCE, 907.0 \ \ <br />T! ` x \ <br />D511NG 21' RCP STW <br />1191- 901.34 <br />X904.9 <br />+ J <br />EX <br />/ 903.6% <br />EX <br />904.4 <br />x <br />EX <br />905.1X <br />T- <br />6 <br />0 <br />SCALE IN FEET <br />30 60 <br />90 <br />IMO MI <br />IMO INN S <br />1 inch = 30 feel <br />LEGEND <br />PROPOSED SPOT ELEVATION <br />EXISTING ASPHALT SURFACE <br />EXISTING CONCRETE SURFACE <br />7P- 7P- 1P- 1P- 1P -7P- <br />EXISTING OVERHEAD POWER UNE <br />EXISTING FENCE <br />EXISTING TREE UNE/TREES <br />EXISTING WATERMAIN <br />EXISTING SANITARY SEWER <br />EXISTING STORM SEWER <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED STORM SEWER <br />TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE _ <br />F [1. <br />A a <br />Cd <br />7. °n <br />Z 0 E' <br />C\ U W <br />CJD 0 = Z <br />'CT) o� <br />Vl W W l- <br />W W <br />0 °243 Qv <br />•7 °z <br />Z <br />x � <br />0 <br />a <br />PROPOSED SILT FENCE <br />TREE PROTECTION FENCE <br />PROPOSED WOOD STAKED BALES <br />INLET PROTECTION (TO BE INSTALLED <br />BY UTIUTY CONTRACTOR) <br />PROPOSED BALE CHECK (DITCH) <br />CHECK DAM (TO BE INSTALLED AFTER <br />COMPLETION OF GRADING) <br />BENCHMARK(S) <br />1.) TNH SW OUADRANT 79TH ST. & <br />NANCY DR., ELEV. = 909.01 - <br />2.) TNH ACROSS STREET FROM <br />665 ARLO LANE, ELEV. - 914.76 <br />3.) TNH CORNER OF HIGHLAND DRIVE & <br />ARLO LANE, ELEV. s 918.17 <br />4.) TNH CORNER OF HIGHLAND TRAIL & <br />MARILYN DRIVE, ELEV. - 914.06 <br />DRAWN BY <br />RWD <br />DATE <br />1/12/2004 <br />REVISIONS " <br />CAD FILE <br />21381PG <br />PROJECT NO. <br />21381 <br />FILE NO. <br />2 -03 -039 <br />SHEET 4 OF 7 <br />