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RIM. 905.43 <br />INV.901.32 <br />ft <br />EX. CB <br />IN. <br />INV =901.47 <br />EX. 551AN <br />RII4 -90500 <br />E.W 190- 889.49 <br />N,S 198 - 890.00 <br />TI L, <br />. FT �: 1 "IL.IT <br />RW.905.62 <br />198- 901.64 <br />1 RC -S <br />0.901.01 <br />.905.18 <br />.99.901.15 <br />')0TH 1 <br />%tl \l ..1 <br />905. <br />EX. 890RANT <br />1914.901.01 <br />`SILT FENCE <br />EX. Y PVC PL00 <br />99.990.17 <br />EX. 8' DIP <br />PLUG <br />LF 905.89 <br />EX. C8 <br />RI14- 90327 <br />910.901.79 <br />1ENP0RART ROCK <br />CNSIRUCIION ENTRANCE <br />1F 907.04 <br />T FENCE <br />10 906.59 L <br />F I <br />its <br />I. EXISTING WETLAND <br />NWL=903.0 <br />1 YR HWL =903.1 <br />1 1100 YR HWL =903.5 <br />1 1 <br />'CUOMO 51 Kw0U k 45500. • ' I <br />LAST <br />911.1 FENCE <br />SILT FENCE- <br />905.3 EX <br />904.9 <br />T. FENCE <br />SILT FENCE <br />E <br />98. X <br />3 <br />904.5 <br />04. <br />1 1 <br />I <br />EX. 15" RC FES <br />INV 902.65 <br />1 •� <br />1 <br />906 <br />9LT FENCE <br />- - AT FENCE <br />1-- <br />.901 <br />adi <br />1 <br />+800.00 <br />i <br />L <br />SILT <br />-J <br />•31 <br />1000 <br />1000 <br />D0511N0 21' RCP S1U8 <br />90- 901.34 <br />9015 <br />SILT FENCE <br />0904.9 <br />905.0 <br />905.3 <br />9017 <br />SILT FENCE 1 <br />EX <br />X904.5 <br />900 <br />905.1 <br />x <br />0 <br />111 // 1 'j <br />21 <br />►j,, <br />SCALE IN FEET <br />30 60 <br />1 inch = 30 feet <br />90 <br />FDFND <br />D^.4000 00000000W300 <br />TP- TP- TP- I11- 1P -TP- <br />PROPOSED SPOT ELEVATION <br />EXISTING ASPHALT SURFACE <br />EXISTING CONCRETE SURFACE <br />EXISTING OVERHEAD POWER LINE <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 />PROPOSED SILT FENCE <br />TREE PROTECTION FENCE <br />PROPOSED WOOD STAKED BALES <br />INLET PROTECTION TO BE INSTALLED <br />BY UT1UTY CONTRACTOR) <br />PROPOSED BALE CHECK (DITCH) <br />CHECK DAM (TO BE INSTALLED AFTER <br />COMPLETION OF GRADING) <br />BENCHMARK(S). <br />1.) TRH SW QUADRANT 79TH ST. & <br />NANCY OR., ELEV. = 909.01 <br />2.) TRH ACROSS STREET FROM <br />665 ARLO LANE, ELEV. - 914.76 <br />3.) TNH CORNER OF HIGHLAND 0911/0 & <br />ARLO LANE, ELEV. = 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 N0. <br />21381 <br />FILE NO. <br />2 -03 -039 <br />SHEET 4 OF 7 <br />