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N 89'36'58 W ---- __ S 89'36'58' E 1339.39' 0.05' 3' RASS DISK <br /> IN CASE -- 1COR <br /> 1339.51•'� it, C <br /> -r `^---- -- 669.64• -- -_ -- 669.70' 2 , CORNER ' <br /> 1/16 CORNER '�, - 1 41 ST STREET <br /> ' 2" DISK IN CASE / <br /> n a <br /> m <br /> m "' <br /> 2 <br /> I _- - S 89'26'53" E 667.49' --- s k <br /> -- _ - N 89'26'S3' W _ - <br /> --- 333.74' -- T'-- 333J5' — — — <br /> 667.49' <br /> b of , <br /> tti0 m ,o 0 <br /> e1 <br /> 1 1 <br /> S 8926.53" E , <br /> -- 333.63' - - , <br /> 1 <br /> , <br /> 1 <br /> I <br /> 1 • <br /> 3 4 <br /> _------ WELL SfTE <br /> POLLUTION <br /> CONTROL <br /> BOUNDARY <br /> \: --- <br /> 1 I_ <br /> q-� 1 SP ANfi86-00.3 <br /> WELL ORM Q• 60' 120' <br /> / POND LI T- <br /> o;,A,po L r 4 I — — SCALE <br /> 0 1 . -F <br /> Oi • <br /> HOUSE F) <br /> ": ui <br /> 7")o <br /> n <br /> N <br /> N W ., 'r O, 1'l Yj <br /> -f '[ ' vl O b i7 <br /> i7 r r ; Z n <br /> - S. m N 86'30'00" W ♦ o <br /> v, O ,° - - X- A- n <br /> o z , . --- - 7 So Z w <br /> or L P ,["' ' _ o I <br /> m �iN�\ -----m I <br /> W GARAGE I \ <br /> 1 1 \ r <br /> I o \\ , \ <br /> It \ <br /> W ol lib \ <br /> ^� TANK, I`\1 LINE BEARING DISTANCE <br /> I L2 X X <br /> z a 1 13 X X <br /> w 1 1 La X X <br /> O <br /> 1 <br /> 1 - N 86'49'00"W X'-. I 1 AREAS <br /> - y, I r I LOT 1 17,820 SF 0.41 AC I <br /> ,1/�'� 1 I ' I LOT 2 180,067 SF 4.13 AC I <br /> F 6g•/<Q 1 I 8' WIDE DRAINFlELD ESMT X SF X AC <br /> I /rh I' w I { GRAVEL R <br /> \/Z /.y0 D 1 1 DRIVEWAY `(t <br /> Iy Fls 4 I <br /> N <br /> �s/•,s,yp\� Y�, , S,REET EASEMENT1 M\ <br /> oo,45.,.,,/•yam T--- <br /> k' ? I \ \ } <br /> IC--\ <br /> �J \ 99.64. SECTION <br /> S 89'16.44" E '� 111 ; wIP� , \ P RCORNER ATTACHMENT A <br /> C�� L <br /> 2' BRASS DISK 1 <br /> 1330.58' ' 0 \• IN CASE i <br /> 2 332.65 _25 fi 30 <br /> ` rc -- 332.65' - - -- __ '-' - -- __ 665.29' <br /> 1/4 CORNER _ - - - !A 3 <br /> 1/2" SQUARE STEEL PLUG 1/16 CORNER —_ r / 1330.59' S 89'16'44" E HAD D O N LANE - — _- — — — -- - � 3, <br /> SET IN 1 1/2" IRON PIPE (NO CASE) <br /> O <br /> 1323.64'' - . <br /> S DO'39'S9" W , DNR 3" BRASS DISK <br /> NO CASE o <br /> I I SHEET 2 OF 2 <br /> "II,e:se <br /> ...R.,::`NNoF "'"s MRq I SHORT PLAT NO. . DATE <br /> ' CITY OF ANACORTES SHORT PLAT <br /> � y 1-,;:.._ <br /> 7 - _ — <br /> — --- — — I— — — _ _ _ — — A PORTION OF THE SOUTHWEST 1/4 OF THE <br /> o�' . -1 SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF <br /> G f3;:RfG 28626 0-p� <br /> S,°N^`,L^N�SJ I SECTION 25, T. 35 N., R. 1 E., W.M. <br /> yD. FOR: DAVID L. JACKSON & BARBARA H. JACKSON <br /> �g11E%PIRES 111\ <br /> P R E L I M I N AR Y FB. 269 PG.1 SEMRAU ENGINEERING & SURVEYING, PLLC. SCALE: 1- = 60' <br /> SURVEYING • ENGINEERING • PLANNING <br /> MERIDIAN:ASSUMED MOUNT VERNON, WA 98273 360-424-9566 JOB NO. 4741 <br />