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s �, y ��` \\ TOPOGRAPHICAL MAP
<br /> �\ Ta + \ OF A PORTION OF THE N.E.1/4, N.W.1/4 OF SEC. 5, T-28N.. R-5E. W.M.,
<br /> \'irt� •2' \ SNOHOMISH COUNTY, WASHINGTON
<br /> t ': 1 'o \
<br /> *gig \ \ y N
<br /> „m oI
<br /> f ` * MLOCK�Ooi
<br /> \ \ \
<br /> ( �`7.,:ps, �" MERIDIAN:
<br /> SCALE: 1 inch = 30 ft +76.NHeMLOCK O�j \ PLAT OF LAUREL HEIGHTS
<br /> 30 0 t5 3inoriii: mmi0 % 18�"` LOr` 16"H�yrpCK ti7Z \ VOL. 10/454F'.`l .i -�+'` `.. \S \ BASIS OF BEARINGS:
<br /> ( IN FEET ) utI i. 70! EML I(�B* CENTERLINE OF 56TH STREET AS SHOWN ON ROS 1
<br /> Adt '� �IiEMLOCK�\ );P-9,
<br /> RECORDED UNDER REC. No. 200602175245 RECORDS OF
<br /> D�. !��1EMLOCK�"' `\ \ \ "A \ SNOHOMISH COUNTY, WA
<br /> % Iz � I \ \\ \ �� SEARING NO0'0O'00"E
<br /> DATUM: li�� AI I ---r6"-MEN. cK \ \ \ \O� \
<br /> ASSUMED �_ A \\ \ ',.,,,n„' REFERENCES:
<br /> OA RAI
<br /> SITE BENCHMARK: / 'B i !2=^ E 36 0tiC ,.......\%...:t.
<br /> \` \ 004
<br /> \ 1. PLAT OF LAUREL HEIGHTS, VOL 10, PAGES 454
<br /> /1' OCK \ �-�9,\*\\ s \ /,� \ 2. ROS REC. NO. 200602175245(ROS 1)
<br /> REBAR AND CAP FOUND LS-33140 {L±��, 4. ROS REC. N0. 7608030195
<br /> ACROSS THE ALLEY FROM +�� s '3� / \ \ ,,� \
<br /> S.E. PROP. CORNER I ) \ iy \ J,
<br /> EL. = 108.03 U.S. FEET. 8 11 ----- '” $"\\ + \
<br /> A \ — \\ �\ \ \ � S \ SITE INFORMATION:
<br /> m Nip \ HEA�COC \ \ \� \
<br /> °�tE — \ �i,.H� + \ \ o,�\ \ PARCEL No.: 004958-007-010-01
<br /> LEGAL DESCRIPTIONS: Ire M. i \ c \
<br /> TEN (10) AND ELEVEN (11),BLOCK SEVEN(7), PLAT OF + 1 ' \� 1 I 7� �\ �� 1.k SITE AREA: 18,398 s ft.
<br /> LAUREL HEIGHTS, LESS THE FOLLOWING DESCRIBED TRACT:
<br /> ••. \ q'
<br /> COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 10; cl�� 4 \ NEIL,�
<br /> THENCE SOUTH 5759'33"EAST ALONG THE SOUTHWESTERLY IS EN CRN -� ` �,,, \
<br /> UNE OF SAID LOT 10 FOR 58.0 FEET TO THE TRUE POINT OF 4 • IS N60"N ,/ it \
<br /> BEGINNING; THENCE NORTH 48'33'38" EAST FOR 94.16 FEET TO — —' \�`� -t `.'-+\ \
<br /> A POINT 22.0 FEET SOUTHWEST OF AS MEASURED AT RIGHT �AN� / \ O7
<br /> ANGLES TO THE NORTHEASTERLY LINE OF SAID LOT 11; THENCE %> I '74' 30"HEMLOCK 70 \ , f. 2, s9 \\ 4
<br /> SOUTH 38'34'10"EAST PARALLEL WITH SAID NORTHEASTERLY a. .' :.�0 \ • �, \ \ \ \ \
<br /> UNE OF LOT 11 AND 10 FOR FOR 97.0 FEET TO m 1 "PINE mac, of \O
<br /> SOUTHEASTERLY LINE OF SAID LOT 11; THENCE SOUTHWESTERLY I • NCE CRN. PP N �C3. ONNU
<br /> ALONG SAID LOTS 11 AND 10 TO THE SOUTHEASTERLY CORNER •�j;�NN. SOIS S90'E 3.4' 4`�nj§,\ \\ \ ON UNE \ \ \
<br /> OF SAID LOT 10; THENCE NORTH 57'59'33" WEST ALONG THE SITE BENCHMARK .'�! x `�` \O,p "6 \ +_ -`\ -ti 1�� ,y5
<br /> SOUTHWESTERLY UNE OF SAID LOT 10 FOR 106.86 FEET TO THE R&C FND. LS-33140 I •
<br /> : �' 'N'4•49 \ ,c%.-0'.6
<br /> \ \\</V
<br /> \\ a5`c' .O \\\\
<br /> \ \
<br /> TRUE POINT OF BEGINNING. ELEV.=108.031 = �',X\k 0.1' s \
<br /> a
<br /> 3_
<br /> ••••., FENCE CRN \ \ T' . j
<br /> IS NSOE 2.1' �. '
<br /> V'
<br /> I g8 \ \
<br /> I 1 CqO ac \ , @ O OF \ \
<br /> I r 6� °yTa S � SEWER MANH•. \
<br /> f RIM=101.59
<br /> I i a
<br /> I I LLi �O�
<br /> U I •
<br /> I - �'�. "" NOTES:
<br /> EC N `
<br /> I I _ O o I. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS
<br /> m E TS
<br /> c�w I \ � / EMPLOYING.CONVENTIONAL TRAVERSE PROCEDURES USING A NIKON NPL-332 THE0D0UTE
<br /> Ic-$ \\ II
<br /> WITH
<br /> INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY
<br /> W 56TH STREET \ ) I 6' 2. ALL CENTERLINE CONTROL MONUMENTS SHOWN ON THIS RECORD OF SURVEY WERE
<br /> VN9O'00'00"W 270.34' ��II I REQUIREMENTS IN MEN 2006.
<br /> OF WAC 332 CLOSURES FOR
<br /> FOR THIS SUBDIVISION EXCEED THE 11 ,' ' ' `
<br /> TLD VA., ,
<br /> I 3. ALL LOT CORNERS WILL BE STAKED WITH 1/2 INCH BY 24 INCH REBAR AND
<br /> _ PLASTIC CAP MARKED 'PtS 39570"
<br /> Yet.DF �ASy s`'r
<br /> 9
<br /> MONUMENT 4. THIS SURVEY WAS COMPLETE WITHOUT BENEFIT OFA CURRENT TITLE REPORT. ? ^~+ A14.:I
<br /> IN CONC. IN CASE MONUMENT EASEMENT AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT 4
<br /> VISITED DEC. O6 IN CONC. IN CASE 1 SHOWN HEREON. y 'f
<br /> VISITED DEC. O6 SgT49 39570 0
<br /> A '8.40•,(-1S)"p W 5. CONTOURS GENERATED FOR THIS SITE PLAN ARE THE RESULT OF AN ACTUAL FIELD ' %4' 7 nsts 41p
<br /> 40'W FF c, TOPOGRAPHIC SURVEY. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC �'L LATS�'�
<br /> 427.4 1' MEDIA THROUGH AN ELECTRIC THEODOLITE.THE DATA FILE IS ARCHIVED ON DISC OR CD. /
<br /> m,r WRITTEN FIELD NOTES MAY NOT EXIST. /It"\,,,,,,ES � A.
<br /> 0
<br /> z
<br /> \ I 1 PORTION OF:NE 1/4,NW 1/4,SECTIONS,TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M.
<br /> CLIENT DATE
<br /> Tn GEODETIC RICHARD VAISVILA _3/3/07
<br /> \ yrs
<br /> 6041 CHAMPIONSHIP CIRCLE DNC 1 =30'
<br /> \ �-I SURVEYING SERVICES MUKILTEO, WA 98275 RICHSP w
<br /> �.'4" c,`' (425) 299-1739 �06EVTO1 c�
<br /> 6041 CHAMPIONSHIP CIRCLE ¢
<br /> S`` � MUKILTEO, WA 98275
<br /> PROJECT SNOHOMISH COUNTY DRAWN BY RVL a
<br /> ��QDETI PHONE: (425) 299-1739 TOPOGRAPHICAL MAP APPROVEDRV O
<br /> SHEET 1 0' >
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