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.... i ----r_ • ......... _ <br /> ,,,,,_ \ <br /> \ -----_„_--— `\ \ _ , <br /> ,� <br /> .. -� I \ \\ <br /> \ N. \\\\ �\\` __ sem_--- _ � , <br /> `. _ <br /> .? , <br /> �` _ <br /> N. <br /> ` \ ' — <br /> .��/ `\1 �` `\\ —\\ I E— �— —CHL— <br /> ilk <br /> \ \ / \\\\ I` \\ \.` ��\ \ N\\ -- d '-- _ <br /> \N \ �� �� <br /> / <br /> `. \• �[ ' — <br /> / <br /> EXISTING BASIN 1 / \\ j _— �\ �/ _ a�-- / <br /> ±0.79 ACBE 2ND GROWTH FORE T • ' •- -- JI �` / / <br /> \,<,\ / \\—_ez "— /� 1-- ---\ \\\ /..-- /���\�\\\ // 1 <br /> ,•.:' <br /> � <br /> • <br /> r <br /> .N.' <br /> / t �\ t_'_ /'^```---_L \\\ — \ / I /'` /^\\ \\ <br /> 1 ? • • <br /> \` I—__— \-1\4\ <br /> tt \_' _— ks__�-'� I11 OF CO ENTRATION / '. \\r/\ — — <br /> \ TICONCENT IOt �'� /— LINE R BASIN2 �/� ( i:j. t' \ \`\ �`'\ LINE BASIN 1 • <br /> \ / / / :/ <br /> \ \ \\ \ \\ EXISTING BASIN 2 / / I \ `.\i /// I/, —57 \ <br /> \ \ z•SM. .. ±1.14 ACRE 2ND.GFIOWTH FEST / —�1 4' <br /> ‘.. ,,,...../y .....„.-- sr.,7,_.44, <br /> .'..•, ....N.411°11111111h, ,BOLLARDScrea.) ,..,.. <br /> �\419 <br /> ` �,� — —� ,--'-',..1 �_ —�/ i' t I . /J G );/ <br /> / <br /> --'-'--\il .:.:',..'4.........:,.... ......"1,. ....*...:...., ; <br /> i4.1.7 ''''---1 <br /> /` / — <br /> Ire, , T ` _ ! <br /> ,." \ / <br /> /1tr/ / 4 <br /> / SCALE: = 50/ / / �.' 1 EXISTING BASIN 1F \ e\\�' '/ \\\ V <br /> \-A,,,,,/. �t ±0.14 ACRE PERVIOUS <br /> / , / 1 I 1 ±0.17 ACRE IMPERVIOUS \, I '� <br /> / /// tl / tl i / i! j - I 0 25 50 100 <br /> i It ; i CONTOUR INTERVAL = 2 FEET o <br /> . /. <br /> 11 <br /> / I I / ......�7,,. <br /> 1 i. I �/ f` y/ /�112 <br /> I 1 I / /�- CITY LIGHTS = <br /> WSHINGTON OREGON EXISTING CONDITIONS o <br /> 425.252.2826 phone 541.988.1862 phone <br /> 425.252.9551 fax 541.988.1863 fax BASIN MAPci <br /> 1721 Hewitt Avenue 150 Notch 7th Suter Q <br /> hba DESIGN = <br /> Fourth Floor Springfield,OR 97477 <br /> GROUP Evrmt,WA98201 I JOB N0. <br /> DRAWN BY: DIH w <br /> land use planning+civil engineering DATE: 04-11-07 1925C X <br />