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N 89'36'58" W --- S 89'36'S8" E 1339.39' 0.05'-.; N DES DISK n -- 1/16
<br /> ' -- -- -- -- -- �!//, CORNER
<br /> ,�`'- 1339.51' - , ` '--- 669.64' -_ 669.70' i
<br /> 2" D CORNER ;' ''. 41ST STREET 2" DISK IN CASE I 'rn�
<br /> i' m
<br /> 6n m a
<br /> '0 6` m
<br /> 0 0
<br /> I S 89'26'53" E 667.49' �� N 89'26'53" W - ///— 1`
<br /> 1 � -- 333.74' - 333.75' --'�� `� 667.49' i/ '',
<br /> b 0
<br /> co Io
<br /> 0 0)
<br /> i
<br /> __ S 89'26'53" E t
<br /> - 333.63' __ --- '
<br /> i 1
<br /> I
<br /> t I
<br /> 1 A
<br /> I 1 ii `t
<br /> I WELL SITE
<br /> O 1 POLLUTION 1
<br /> CONTROL
<br /> Q�0 \\��BOUNDARY
<br /> \) ss
<br /> WOODEN
<br /> i .
<br /> g° .�, /-I/ VT..iv—(JIJL./
<br /> SOND I 0' 60' 120'
<br /> 1 I T,TAG NO. ,�'
<br /> / POND I - rommomo
<br /> _
<br /> ', APH302 q,O , L
<br /> 0
<br /> o,A�, / \ SCALE
<br /> 1 61 WOODEN STORAGE �f'470 5)4 i 1 PRE-EXISTING -
<br /> I 1 I BUILDING 9TFi1`TF / WELL NON-CONFORMING F.
<br /> '"? F��0 , HOUSE WELL
<br /> titn
<br /> e"/'�T0 AREAS W
<br /> i O•P 0 LOT 1 15,701 SF 0.36 AC ', a w
<br /> 2 LOT 2 182,186 SF 4.18 AC ri
<br /> N -- �-
<br /> �' ,-`,'• , N DRAINFlELD ESMT 2,900 SF ' 0.07 AC o m o
<br /> • 0
<br /> Ft ot (V . Z
<br /> in i'/'� 0 3 0
<br /> w N rn N 86'30'00" W v6 n ‘. '� ' o !a z
<br /> 0 -- 84.2P ,_,-' ` .' t0nt �I LINE TABLE CURVE TABLE
<br /> o Z 11. 56.8.\ •
<br /> \Ci'�� 09 b
<br /> 9 ACTIVE AND RESERVE GlZ1 \ / ��.�� o IJNE _ BEARING DISTANCE CURVE RADIUS DELTA ANGLE ARC LENGTH I
<br /> ° SBEPTIC AREA,
<br /> LOT 2 11.0' It p4 k40\\ ' /'----_ __.N L1 N 86'49'00"W 27.27' Cl 30.00' 90'00'00" 47.12' I F-�
<br /> rn (NOT AN EASEMENT) 3 _1 t /ry L2 S 03'11'00" W 20.13' C2 30.00' 69'32'31" 36.41' F
<br /> GARAGE �` /6 L3 S 51'45'00" E 20.60' F--I
<br /> I m I I L4 N 86'49'00" W 10.00'n . '
<br /> 0
<br /> 1 - , .\r. I L5 S 39'37'39" E 72.35' ADDRESSES:
<br /> o -. \ L6 N 50'22'21" E 20.00'
<br /> i \ L7 S 39'37'39" E 20.00' LOT 1 1318 HADDON ROAD
<br /> W 38.6' I LOT 2 1320 HADDON ROAD
<br /> yL8 N 50'22'21" E 20.00'
<br /> SL2 1 20' PRIVATE DRIVEWAY L9 S 39'37'39" E 20.00'
<br /> ��Sp `, I AND UTILITY EASEMENT
<br /> - 1�-~ L10 N 50'22'21" E 26.95' DEVELOPER/PROPONENTS .
<br /> ��O TANK GNP w. 1N L11 N 19'10'10"W 29.77' 0
<br /> L12 N 06'16'45" W 56.17' DAVID L JACKSON
<br /> W �� i N 86'49'00" W 21.2' L13 N 03'00'09" W 97.48' BARBARA HEACOCK JACKSON ^Q
<br /> J\\� 92.8530.1---rL4` Li` I L14 N 4735'46" W 60.02' 1318 HADDON
<br /> RTES, WROAD 1
<br /> /o < I EXISTING r'��P
<br /> DRAINFIELDLA AND 3\I a 1 )•
<br /> ESERVE AREA a°j/iy EPTI / w I 8' WIDE GRAVEL y\O
<br /> I 1 / DRA DRIVEWAY k. a°
<br /> Z 1 I SL7 EASEMENT
<br /> �.ry`1�'�jf FlE D//, o 1 W I R a
<br /> ',J� /? \/ o I APPROXIMATE LOCATION
<br /> / / `O 1 OF EXISTING UTILITIES ARE rn
<br /> / /6.< ml I ALONG EASTERLY EDGE OF
<br /> / SLA ^I,o� 1 1 EXISTING DRIVEWAY �'
<br /> y / / �y wI t 4
<br /> I SSA, K� / �� -,I L. CORNER v°"i
<br /> i i SOOAp3N\ // 2 �1 \\R i 2" BRASS DISK I IT-
<br /> S 89'16'44" E `� ,� if, i 1 IN CASE v
<br /> 1330.58' ` ' - ANACORTES CITY LIMITS `\I -6 _ \ / __ 332.65' _ -- r - ANACORTES CITY LIMITS _25` '30
<br /> -- ` _�'>♦' �- �iw' - 665.29' N
<br /> 63
<br /> 332.65' SKAGIT COUNTY - - __ CC
<br /> 1/4 CORNER --- - _ - - ----'-36, 31
<br /> 1/2" SQUARE STEEL PLUG 1/16 CORNER, (133059' S 89'1644" E SKAG COU .'SET IN 1 1/2" IRON PIPE (NO CASE) FOUND 5/8" REBAR AND CAP HADDON LANE(NEWMAN) 0.1' S. AND 0.4' W. 1323 DNR 3" BRASSDISK OF CORNER g59 oR,4 S 003 NO CASE
<br /> - INDICATES EXISTING MONUMENT FOUND IN
<br /> `1, 6 S'
<br /> im,,,iiiiiiii,,... �������\..\\711 AUGUST 2007.
<br /> I ( SHEET 2 OF 2 PW 07-040—DEV
<br /> • ,y" i I - INDICATES IRON REBAR SET WITH YELLOW CAP
<br /> O�16 N 0 WAS,y, G % I SURVEY NUMBER SEMRAU 28626. SHORT PLAT NO. ANA OO—003 DATE
<br /> r A • i I 0 - INDICATES EXISTING REBAR OR IRON PIPE
<br /> FOUND. CITY OF ANACORTES SHORT PLAT
<br /> `g.y P ��' ", I y M SOIL LOG C LOCATIONS RS EYED. BY A PORTION OF THE SOUTHWEST 1/4 OF THE
<br /> �l f MITCHELL SEPTIC. INC., NOT SURVEYED.
<br /> FSy.44.STE10,0=' -1 SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF
<br /> ,, SECTION 25, T. 35 N., R. 1 E., W.M.
<br /> FOR: DAVID L. JACKSON & BARBARA H. JACKSON
<br /> FB. 269 PG. 1-5 SEMRAU ENGINEERING & SURVEYING, PLLC. SCALE: 1" = 60'
<br /> 2118 RIVERSIDE DRIVE, SUITE 208
<br /> MERIDIAN:ASSUMED MOUNT VERNON, WA 98273 360-424-9566 JOB NO. 4741
<br />
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