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'� \—'e \ \ TOPOGRAPHICAL MAP
<br /> „,_\ 'E" \ \ \ \ OF A PORTION OF THE N.E.1/4,N.W.1/4 OF SEC.5,T-28N., R-5E,WM.,
<br /> .i.„0.,„,,..
<br /> 11` 6 2' \ \ SNOHOMISH COUNTY,WASHINGTON
<br /> !X--, \� 1O
<br /> V ^ _ 0\,tMLOCK\Boi / \
<br /> �1it
<br /> ,90
<br /> ' \ \�Q MERIDIAN:
<br /> SCALE: finch = 30 ft 7�^' 6 HEMLOCK �j PLAT OF LAUREL HEIGHTS
<br /> �`D 30 o 15 30 I 34,117„1„. 78" 16"H \ ti \ VOL 10/454
<br /> BASIS OF BEARINGS:
<br /> ma IN EN mmi lidJ \
<br /> ( IN FEET) N= tr� 10 EML K.�R ��` CENTERLINE OF 56TH STREET AS SHOWN ON ROS 7
<br /> _ '�HEMLOC C RECORDED UNDER REC.No. 200602175245 RECORDS OF
<br /> 'x x 1 17 E`CK�`" .\\\ \ \ BEARING N00'00'0"E SH COUNTY. A
<br /> ' DATUM: 1 �6' 1EML CK \ " •` \O \
<br /> ASSUMED a �( \ °'��\I�F�" ti REFERENCES:
<br /> ,SITE BENCHMARK: se t" /� 36 60K, \ �\ \ Cb \ 1. PLAT OF LAUREL HEIGHTS, VOL 10.PAGE 454
<br /> illiP�L� •Y-� EMLOCK �1 S\ �q 2. ROS REC.N0. 200602175245(ROS 1)
<br /> REBAR AND CAP FOUND LS-33140 /J� t....-.4/
<br /> �:'v / 2 \ \� \ 4. ROS REC. N0. 7608030195
<br /> ACROSS'.THE ALLEY FROM + /''�1' \ \ \ '1 \
<br /> S.E. PROP. CORNER I )► \ \i
<br /> EL=708.03 U.S:FEET. ?_/ 8+ / ,� ". ----•\\\
<br /> -F , N \ �, \
<br /> \ � ' — \ �\----' \ cNti� SITE INFORMATION:
<br /> �`t! — 1 \ 'sl \'ii.�� r- \ Q" \ PARCEL No.: 00 ss-007-010-o1
<br /> LEGAL DESCRIPTIONS: ISI 1 "HE \
<br /> LAURELLOTS TEN (to) AND ELEVEN (71) BLOCK SEVEN (7), PLAT OF + W`:,� \\ I I t��`CEDARP\ \�\ '9� \ SITE AREA: 18,398 sq.ft.
<br /> HEIGHTS, LESS THE FOLLOWING DESCRIBED TRACT: I �'�� / \ 1\ I EDs;
<br /> COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 10; ' ''� \ \ ' \
<br /> THENCE SOUTH 57'59'33"EAST ALONG THE SOUTHWESTERLY FEN CRN \�az\ \
<br /> UNE OF SAID LOT 10 FOR 58.0 FEET TO THE TRUE POINT OF ;11.Ar IS N60.N 2�2' \ \ /
<br /> BEGINNING; THENCE NORTH 48'33'38 EAST FOR 94.16 FEET TO 30 \ , )-' -+\ \ \ �!
<br /> A POINT 22.0 FEET SOUTHWEST OF AS MEASURED AT RIGHT ( / G� O \
<br /> ANGLES TO THE NORTHEASTERLY UNE OF SAID LOT 11; THENCE v ! Y30'HEMLOCK G. �L 'G'�,,.
<br /> SOUTH 38'34'10"EAST PARALLEL WITH SAID NORTHEASTERLY �, T O, S t,
<br /> O \� \ \
<br /> UNE OF LOT 11 AND 10 FOR FOR 97.0 FEET TO m � 11 � PINE t ti � S.O\ �\ \O �\
<br /> SOUTHEASTERLY LINE OF SAID LOT 11; THENCE SOUTHWESTERLY .. NCE CRN. `,Zp \ ONNC- \
<br /> ALONG SAID LOTS it AND 10 TO THE SOUTHEASTERLY CORNER '�S•t, IS S90'E 3.4' tI, `Y \ \ \ ON LINE ,
<br /> Ix r�
<br /> OF SAID LOT 10; THENCE NORTH 5759'33` WEST ALONG THE 517E BENCHMARK' �."�" x ,_,---00,..
<br /> OOd �" \ S� \ 'I' ���se 'S5
<br /> SOUTHWESTERLY UNE OF SAID LOT 10 FOR 106.86 FEET TO THE R&C FND. LS-33740 •F. / �' \A-4 �\\ \` \
<br /> TRUE POINT OF BEGINNING. ELEV.=108.031 .. 4. \X 0.7 �S\ \\ \
<br /> ��1: ce: /ice \ \
<br /> \<7
<br /> 714
<br /> FENCE CRN \ '
<br /> IS NSOE 2.1' \ ', /�
<br /> Z�
<br /> \ \
<br /> R .q `od \
<br /> I:• 19syeo h5' ..
<br /> I f 6) Cy). 9 .' SEWER MANH.. \
<br /> I `RIM=107.59
<br /> I O \
<br /> LLI CC"
<br /> h'�h
<br /> N I
<br /> — _` n p" NOTES:
<br /> I I 0 c 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS
<br /> E TS
<br /> CC a V / EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A NIKON NPL-332 THE000UTE
<br /> S \ II j WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY
<br /> LLl 56TH STREET \ ) 2. ALL CENTERLINE CONTROL MONUMENTS SHOWN ON THIS RECORD OF SURVEY WERE
<br /> N90'00'00"W 276.34' ��ii VISITED M TS OF TRAVERSE CLOSURES FOR 1HIS SUBDIVISION EXCEED THE f
<br /> REQUIREMENTS WAC 332-130-090. i�tii������%�����Cyt
<br /> 3. ALL LOT CORNERS WILL BE STAKED WITH t/2 INCH BY.24 INCH REBAR AND G,, /• B�t'rj. iII
<br /> PLASTIC CAP MARKED PLS 39570" i
<br /> � 'y-.rr def i
<br /> MONUMENT '''-•-.. . 4. THIS SURVEY WAS COMPLETE WITHOUT BENEFIT OF A CURRENT TITLE REPORT. y' e r"
<br /> IN CONC. IN CASE MONUMENT EASEMENT AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT
<br /> VISITED DEC. O6 IN CONC. IN CASE .0 I SHOWN HEREON. '
<br /> VISITED DEC. 06 Ssry .p�, 38570 40
<br /> \8�'7 SJ"Cf W 5. CONTOURS GENERATED FOR THIS SITE PLAN ARE THE RESULT OF AN ACTUAL FIELD S ar$ c
<br /> Vs '7
<br /> 6040"ly IC/."'w or TOPOGRAPHIC SURVEY. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC . f°'4L I.ANO
<br /> //
<br /> 4?tom ; MEDIA THROUGH AN ELECTRIC THEODOLITE.THE DATA FILE IS ARCHIVED ON DISC OR CO. 'b EXPIRES4-i f�
<br /> \9\ m,f WRITTEN FIELD NOTES MAY NOT EXIST. j7I7
<br /> 0
<br /> Z
<br /> �,,,,.. I $ PORTION OF:NE 1/4,NW 1/4,SECTION 5,TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M.
<br /> CLIENT DATE 3/3/07• 0/3
<br /> O
<br /> v y GEODETIC RICHARD VAISVILA SCALE
<br /> O7
<br /> ----...„......,,,_, ,.__ j ti 6041 CHAMPIONSHIP CIRCLE DWG
<br /> SURVEYING SERVICES MUKILTEO, WA 98275 RICHSP w
<br /> A L7 ► C`aii� (425) 299-1739 I Q
<br /> 6041 CHAMPIONSHIP CIRCLE 06EVT01
<br /> DRAWN BY d
<br /> $1) 0 MUKILTEO, WA 98275 PROJECT SNOHOMISH COUNTY RVL
<br /> c�ODETIC PHONE: (425) 299-1739 TOPOGRAPHICAL MAP APPR0VEDRV of
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