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T 1 1 <br />v I �� �TL)r -r-T <br />T1A /II I /\1 1T <br />1 VVIL.I \7r1I <br />RIM =905.62 <br />INV •901.64 <br />RIM =905.43 <br />INV =901.32 <br />EX. CB <br />RIM =90 .4_ <br />INV=901.47 <br />A i\�)r <br />EX. SSMH <br />69. =905.60 <br />E.W INV =889.49 <br />N.5 INV =890.00 <br />X. 15" RC F <br />INV =901.01 <br />A r• r1 <br />/-1 Li Li . <br />X. CB <br />R16 =905.18 <br />190= 901.15 <br />v 1 1-1 �TL.)r_-r_ -T <br />: iI \L_L_I <br />..,,,,..�,a..�....__ <br />1 inch = 30 feet <br />0 <br />SCALE IN FEET <br />30 60 <br />I <br />(i) <br />- / -7 <br />EXISTING WETLAND 1 \ <br />} 1 NWL =903.0 (A , -t <br />} <br />1 100 YR 1 YR HWL- 903.1 HWL =903.5 1 I <br />(PER INMAN, RUMORS WEST / <br />I , ` GRADING PLAN BY MQNtA k ASA. i Q <br />1 MAST REV 07- 26 -00) <br />EXISTI80 <br />HOUSE <br />LF 906.89 <br />905.7 /EX <br />906.4 <br />I II \I; II A NIr\ <br />rll \7r�L_l1INLJ <br />0205790 <br />HOUSE <br />LF 907,04 <br />905.3 E% <br />904.9 <br />6 <br />EXISTING <br />HOUSE <br />LF 906,59 <br />t <br />EX <br />904.5 EX <br />C 904.9 Ex <br />I O } EX ! _404 - -- _ -_ Q <br />7 906.. <br />1 (V1 1 Q ▪ - '08.4 ai6.3 [ rs• - <br />E %. HYDRANT <br />TNH =909.01 <br />A A r - A �n1A /"� <br />IVI L_i-1LJ\J VV <br />EXIS090 <br />HOUSE <br />EX. 8" PVC PLUG <br />INV =890.17 <br />Q <br />EX. Cl <br />R16 =905.27 <br />INV =901.39 <br />09..8" DIP <br />PLUG r- A (' T <br />L_r"' )I <br />LEGEND <br />+800.00 EXISTING SPOT ELEVATION <br />/ / WETLAND DELINEATION <br />1000 EXISTING CONTOURS <br />e TREE LINE <br />OOrn6C (L` o EXISTING SANITARY SEWER <br />\ HaSE F_ > '- > EXISTING STORM SEWER <br />7--, ` 0 EXISTING WATER MAIN <br />t C, EXISTING ASPHALT SURFACE <br />90 <br />- <br />I�'"�p \ - - - - <br />/ EX. 15' RC F15 ( ■ } \../ Q '_ � - ...� I ! ! ! - - = .� /'\ ) { "off C)/01 Q/ Q 0 <br />INV 902.65 I / S\ / / % '^_ ..- - -. ,. J ! I I / - " 1 / \ ! / °- i i / <br />/// - / \ \i / <br />\\I, s c'='; -�� t1 �'1 -il _ -_ - // ' ^r I I i f -/ <br />t«�t 1` :'11 "�/ OOQ �t�1 mQ <br />ti� ij1 <br />} \'�- 0 6�x / 111 \ \ \� ; / I 1 { 1 <br />s. `$ t/ \ _T. .." * ' I I / i 1 i i \ Obi _ _ _ Q • ) /� <br />N � 9\ p -Q bO \1111 �I 1 i/! / / . ji f tf \ <br />Q if i /11, m� N I I 1 ' i/ / /rr I ~1 <br />IQ 1 { {\`i1 it II flfl / /� ///1 <br />N ; Q 1 \',i�l 1 <br />I, 1 1 1 iii 1/ <br />Q l i ``J11 /I `I I ////! 1 1 if /(1 I <br />I 1 1 1 (lr/ -1 /1.1.,// I <br />1 } I i If } <br />Q I' 1 <br />ire 1; t /I I'. 1 , 1 1 <br />,111k\ l i 11 / i <br />1 Q ; e i ) ;L_ __ _,,_72 '-__875:8_9,____ _ i __- , 1 / i ,, / <br />-' � - - _ L -- -- '� / i / ' 2 / <br />0 H$ • <br />E %6T1NG Zl. ____[.0,0, � .. SCK-•. -- - -- ■ _ - - .�.- / � _/_._ - f <br />CP.P STS1 E( <br />C OE aEE Vs' C 107::. <br />YEP <br />fat <br />i/ EX <br />904,5 <br />EXISTING 21' RCP STUB <br />INV=901.34 <br />E% <br />9905.1 <br />9055 <br />905.5 EX <br />905.6 <br />EX <br />x904.9 <br />X9047 <br />905.0 <br />EX <br />x904.5 <br />[le "\ 904 - <br />f 903.8x <br />905.3 <br />905.7 <br />9 <br />907.0 <br />X <br />'� Ex <br />9Q6.1 <br />Q EXISTING TREES <br />NOTES: <br />1. ALL EXISTING SOILS ARE SODERVILLE <br />(SoA), TYPE 'A' PER ANOKA COUNTY SOIL <br />SURVEY. <br />2. THERE ARE NO WETLANDS ON THE SITE. <br />t MAR 4. 2004 <br />BENCHMARKS) <br />• <br />1.) TNH SW QUADRANT 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. = 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 />002v6.. PER Ott <br />CAD FILE <br />21381 EX <br />PROJECT NO. <br />21381 <br />FILE NO. <br />2 -03 -039 <br />SHEET 2 OF 8 <br />