Loading...
HomeMy WebLinkAboutMAP_Survey_221007_v1LEGAL DESCRIPTI❑N, THAT PORTION OF LOTS 36, 37, AND 38, BLOCK 'A', HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NUMBER 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 64, IN KING COUNTY, WASHINGTONJ AND THAT PORTION OF THE FORMER NORTHERN PACIFIC RAILROAD RIGHT OF WAY IN SECTION 31 AND 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, MORE PARTICULARY DESCRIBED AS FOLLOWS, BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 321 THENCE N 14. 07' 48' E A DISTANCE OF 621.78 FEET TO THE TRUE POINT OF BEGINNING ON A NON RADIAL CURVE TO THE RIGHT WHOSE RADIUS P❑INT BEARS S 64' 34' 04' E A DISTANCE OF 2023.59 FEET WITH A DELTA OF 01* 01' 31') THENCE CONTINUING ALONG THE CURVE TO THE RIGHT --. AN ARC DISTANCE OF. 3621 FEET) THENCE N 88' 00' 09' W, A DISTANCE OF 72.08 FEET) THENCE S 14. 41' 39' W, A DISTANCE OF 33.59 FEET) THENCE S 87. 42' 54' F, A DISTANCE OF 64.77 FEET TO . THE TRUE POINT OF BEGINNING. TOGETHER WITH SECOND CLASS SH❑RELANDS ADJOINING,* ¢g63So- 2 _ IWc va mrw <!NE *v%/A z -e;5'rAOt4./S.VCo PE,C A-f'i Cl D G'- !y.7S. 3. -?We Sov7'c/ c�N6 WA& &-.S-rAX"SNCo Pax pv/T-,=",m 0.4, 8-/- 73 y A%F'.+ 1?1o8 27 t25°f: SF NO egd>xA-rtot4 WAS USeP', To iZ&-4WS7'A6CJ3M 7IKS OA.-6�1- . -rl*` !'73 - 197.T 906l-f/,0A?r-Y AaAE6MENrs /QE1,wErt To A P /S TANG! No/CT.M O/r 7itm W &S7' V¢. GCQK/VE,t To 4 /olN7 AvecpAeN7'4.Y 0.- 7JVE Ws--S7 A""v Lpe& o/ Tare nro,c7✓4rwCn/ jaoArrflc R)e-Exc�IY nv� Ir✓E5T /S ff',ET Y7v6A;,E:of- S. AIV44-& OESc tre60 /N �tr/T - -arQ.! QATLo d -/•.73 4rETW/6EN MA,cnev Am=- _ 1Iad7�IY- ?FIAT rs TAlE a-.07- Vo !S E!/lp�t/TLY PAALAW-e-aC oF' TRi Pear - G. O. N.C-<-MAN`S L.4K�e w/►SN�N�i ThN �ARoE.v ��Loy APP'N Zo 5EA7*rL4 /a/o . Z . G. ?Xi 2Kf5ZINy ROA_OWAY /t BAS> o/r /rk Wi[/TyeN ZA56M8n47- �outTioN. SCALE f JOB # 719 '7 • SET 1/2' REBAR AND CAP -X- FENCE - N. T. S. (C) CALCULATED DATA (R) RECORD DATA (M) MEASURED DATA (D) DEED DATA (P) PLAT DATA BASIS OF BEARING IS ASSUMED THIS SURVEY WAS MADE WITH THE FOLLOWING EQUIPMENT BY A FIELD TRAVERSE AND COMPLIES WITH ALL STANDARDS AND STATUTES OF WAC CHAPTER 322-130, CX) 5 SECOND TOTAL STATION C ) 6 SECOND THEODOLITE C ) 20 SECOND THEODOLITE < ) ELECTRONIC DISTANCE METER C�c) CALIBRATED CHAIN THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE INSURANCE REPORT, RP'S AT SECTIONAL CORNERS AS SHOWN ARE NOT TO SCALE. d_ c� tip' d° J. 5 690 1 2-3' 2-2 %} c o P Nor Fo0 ,.... { N 38T' ST FovNa ARAsS/IE tit Cash aC -9 N o p ^pp J � � y of � 33a W q M Q � �1 o a— ° 4 a0d F-ou l-40 Po -LT tno►4 (n v� Imo- 31- y.s n.Z's)" d.Z.,-w 12.96. 80, F DITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE S W y� li AL,I, RIGHTS DESERVED © 1997 Br: RECORD 0F SURVEY JOB # 79 97 - THIS MAP CORRECTLY REPRESENTS ASURVEY- 44�' 'vy;1. `�/ � IN � Nvt y,�� h►.A.t�y� SEc.. 32, -r2•{..c, rL S E , �[ r't SCALE � t ' �- tfl' ------ ----- �4 RECORD THIS _____ DAY OF _________ MADE BY ME OR UNDER MY DIRECTION IN CON 1.P Ci FOR FORMANCE WITH THE REQUIREMENTS OF THE („� Q� DATE E3 - zt - 9 7 ____M IN BOOK -------------- OF -------------- SURVEY RECORDING ACT AT THE REQUEST OF - ----- AT THE REQUEST OF ACCURACY UNLIMITED. _ ED KF-x) � L.t !V D%H L_ PARTY CHIEF D5 _ _ yI�N�-------------------' Q _ DWN BY I -_.,�"'- Wit____--- LOT SURVEYS SUBDIVISIONS 78 ___-___ _� - ----- SHORT PLATS TOPOGRAPHIC SURVEYS Q ------------- E w C E WA 18OS6o CHK'D BY E c. �c H CHARLESW. HAVILAND, P,L.S.# 18088 � 15327 SPANAWAY L❑OP RD. ASTL_G FEE _--__ AUDITOR'S FILE #------------------- DATE _fi _L�9�z_ 4`�`�"� ?Jtag SPANAWAY, WA 98387 C206) 531-0234 i SHEET ( OF