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� LEAD, PK NAIL & TAG, P,I. MONUMENT,
<br /> �
<br /> TOP OF WALL, ----`�' COPPER PIN IN CONC.
<br /> � � � I N CASE
<br /> ' � , LS# PNWS 15656,
<br /> � 0.05 N. BY 0.02 E. OF �'�P �
<br /> PROPERTY CORNER ��� �.��G��S ,
<br /> ;-` � � � �
<br /> ��� p MPP�E N t
<br /> �` �� =z�� ,��� � �',��� � �
<br /> � � � CORNER CONCRETE RET. WALL
<br /> ,,� IS 0,2 N. BY 0.4 E, OF PROERTY ' �
<br /> � CORNER �o� � G
<br /> _ � � N
<br /> +��`� � ��'� _ _ � � - - - -- - - - - - - - - - --- - - - - - - - - - - - - - - - --� �o wa y
<br /> LENGTH 5.44 E s �
<br /> UNDETERMINED - S40°42'49"E 125.25 t � � 1 � �' �'
<br /> RADIUS ', � -o ~ o
<br /> i
<br /> o >-
<br /> EXISTING REBAR 8c CAP, 22•9 22•� N i '�
<br /> LS# PNWS 15656 �� o� � � � o �5�,� '�FcrsT��° �J��
<br /> 0.24 N. BY 0.11 W. 0� �,. ,�o� � � �NAL LPN�
<br /> PROPERTY CORNER
<br /> 65' � � 25.9 32.1 w , o� �� '� �� EXPIRES o�/i2/�s
<br /> �y ��� cv � pF �'-(S 1
<br /> 7.1 �� , N � P OR���E ��\G� � �,�o �l ✓�� ��
<br /> cv �. a� P M PP 1
<br /> I �
<br /> CO -� 1J� � ,�'7 N2 z �
<br /> � �7 �
<br /> � ,��pN �E�GN�pp���� 0�,5 5 � �4•2 29•� NW CORNER OF CONCRETE � � ,' ANGLE POINT MONUMENT,
<br /> �t N p0 2 I.EVEL HOUSE, /� 15
<br /> �W p, P� p,PL� 545� ��' 2ND FLOOR WALL, IS 0.5 N. BY 0.3 E. � LEAD & TACK
<br /> � � � p0 � OF PROPERTY LINE � IN CONC. iN CASE
<br /> LEVEL ENTRANCE
<br /> �- Q p,FZ� N ELEV.= 72.4, r, o� �
<br /> ^`' HIGHEST ROOF co ! �`�'' � �y"� �
<br /> z RIDGE ELEV.= N ,�^, _ y � ��'
<br /> 8�•3 30.6 �°`� S38°31'S2"E 158.99 - � � EXISTING IRON PIPE,
<br /> ,�`�� ; Z � 0.52 N. BY 0.02 E. OF
<br /> � END OF CONCRETE WALL <<'',., PROPERTY CORNER
<br /> EXISTING REBAR & CAP; EXISTING REBAR & CAP, IS 0.1 E. OF PROPERTY LINE o
<br /> L5# PNWS 15656 LS# PNWS 15656 �.
<br /> 0.33 N. BY 0.36 W, OF 29,4 AT PROPERTY CORNER NY
<br /> PROPERTY CORNER Cn
<br /> �
<br /> � \
<br /> � » CONCRETE DRIVEWAY � o�
<br /> �o + N38°31 52 W 314.41 0 �,�
<br /> ^�°� ��Q � SET LEAD, TACK AND
<br /> r- - -- � -�°_ _ ` _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ � ; TAG IN ASPHALT
<br /> j - - - - - - - - - - - - -- - - = - _ 1
<br /> -- - - - - - -
<br /> - - - -- - - -- - - -- \ .. _ __ _ _ _ -_
<br /> 1 -- - --- - -� ---�- - e _.. _ �
<br /> �-� .- _ �
<br /> _ ,.
<br /> � �
<br /> � CORNER OF CONC. DRIVE '
<br /> IS 1.5 S. OF PROPERTY LINE �
<br /> 1 ,� �2 �
<br /> � LEGAL DESCRIPTION BASIS OF" BEARING 0 �'� N�S CORNER OF coNc. DRIWE \
<br /> � LOT 33, MAPLE HEIGHTS, ACCORDING TO THE PLAT THEREOF PLAT �p.��� NF-�G IS 0.8 S. OF PROPERTY LINE �
<br /> 1 RECORDED IN VOLUME 10 OF PLATS, PAGE 23, IN SNOHOMISH PMp.P�-E 15'
<br /> 1 COUNTY WASHINGTON; BASIS OF� VERTICAL � \
<br /> � NAVD 198F3 � 1
<br /> � EXCEPT THE FOLLOWING DESCRIBED TRACT: � �,
<br /> � INSTRUME�N'T :& PRECISION `'�
<br /> � COMMENCING AT THE MOST SOUTHERLY CORNER OF LOT 33; � o
<br /> THENCE NORTH 38'31"52' WEST 170 FEET ALONG THE WESTERLY LEICA TCR 405' TOTAI. STATION WITH A TRIMBLE 4700 GPS � �o�
<br /> � BOUNDARY OF LOT 33; RECEIVER {VRS). � � N�
<br /> 1 �, �, TRAVERSE EXCEEDS 1: 20,000. CLOSURE. � � �\
<br /> THENCE NORTH 49'17 11 EAST 37.62 FEET TO POINT OF
<br /> O
<br /> � BEGINNING; � zJ
<br /> !� THENCE NORTH 49'17"11' EAST 68.33 FEET, MORE OR LESS TO 20,0 8. S(�UARE FEET OR 0.46 ACRES. `\ � �
<br /> � EAST BOUNDARY OF LOT 33; � ,,
<br /> ' THENCE SOUTH 40'42"49� EAST ALONG EAST BOUNDARY 147.5o NOTE: \\ ��, o
<br /> FEET, MORE OR LESS TO EASTERLY CORNER OF SAID I.OT; DISTANCES ARE IN FEET, \
<br /> � . �� � TENTHS AND HUNDREDTHS OF A FOOT. \ �
<br /> THENCE SOUTH 40 22 00 WEST ALONG SOUTHERLY 80UNDARY CONVERSIGN TO INCH'S: DIVIDE DECIMAL FEET BY 0.0833333 \
<br /> � OF SAID LOT 33, 75.19 �EET, MORE OR LESS, TO A POINT ,
<br /> I 37.60 FEET FORM WESTERLY BOUNDARY OF SAtD LOT MEASURED ' O ,
<br /> J AT RIGHT ANGLES THERTO; ,
<br /> � THENCE NORTH 38'31"52� WEST 158.96 FEET, MORE OR LESS,
<br /> � TO POINT OF BEGINNING. �
<br /> 1 �\ �
<br /> � GRAPHIC SCALE �
<br /> t Zo o ,0 20 ,w so \
<br /> �\ �
<br /> �\ � �
<br /> �
<br /> �� ( IN FEET ) � �L�:--'� i �� ��Gj Ir � 1
<br /> �� 1 inch = 20 ft. ` � �� ,� �
<br /> �
<br /> P.t. MONUMENT, __,,,
<br /> \ ���,L��--���� COPPER PIN IN CONC. ._----
<br /> IN CASE
<br /> THE SW 1 /4� OF THE NW 1 /4 0� SECTION 36 , TOWNSI� IP 29 NORTH , RA�IGE 04 EAST, W. M . , S�1 �HOMISH COUNTY WASHINGTON
<br /> RECORDER'S CERTIFICATE SURVEYOR's CERTIFICATE RECORD OF SURVEY FOR
<br /> Filed for record this day of ,20 at M. This map correctly represents q survey mad�� by me or �Q�� ������o�� GREG STARK
<br /> in Book of Surveys at page at the request of under my direction in conformance with the requirements 1343 MADRONA AVE EVERETT, WASHINGTON 98203
<br /> BT SURVEYS INC of the Survey Recording Ac t the request af BT SURVEYS INC
<br /> COUNTY AUDITOR, RECORDS DIVISION GREG STARK � in ��PRIL , 2014 JOB 14031 SHEET 1 OF 1 DRAWN BY BR
<br /> 12415 9TH DRIVE SE, EVERETT,
<br /> WASHINGTON 98208, 206-601-1810
<br /> County Auditor Deputy Recorder Surve ed b Brian Raaum, Certificote Numb�r 37534 DATE: 4-14 SCALE: 1 " = 20' CHECKED BY BR
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