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(MONUMENT) <br /> PUNCHED BRASS ROD <br /> i� - - �-� IN CONC. IN CASE Ui1LITY <br /> I „/POLE <br /> I� ��`{�u��a��Ins_��Zf `��. BENCH MARK, TOP OF f <br /> SPIKE IN SOUTH SIDE � �'U���Il� <br /> POWER POLE, ELEV. _ � <br /> 488.60, PLEASE CHECK I END OF CHAINLINK pL-G ���,�� CHAINLINK FENCE <br /> WITH ANOTHER I FENCE IS 0.4� NORTH IS 0.9' SOUTH OF <br /> ELEVATION. � � PROPERTY CORNER <br /> I I OF PROPERTY LWE <br /> 30.00 <br /> �� ! <br /> 1 N 89'29'38" W 120.00 <br /> EXISTING IRON <br /> I PIPE, 0.10' NORTH <br /> BY 0.62' WEST NORTH END OF <br /> OF PROPERTY �9•2 CHAINLINK <br /> O CORNER FENCE IS 1.7' SOUTH � <br /> AND 1.1' WEST OF <br /> PROPERTY CORNER <br /> I <br /> EXISTING GROUND 36.0 <br /> 32.6 zs,� "'��ELEV. = 484.4 <br /> • <br /> GRAPHIC SCALE � EXISIING GROUND <br /> 10 0 6 f0 10 �0 <br /> ELEVATION= 487.5 � <br /> �10.0 <br /> ( IN FEEf ) 20.00 <br /> 1 inch = SO f}. � <br /> o BENCH MARK, PROPOSED LOCAl10N o � <br /> o ��FINISH FLOOR, OF-SHOP' o <br /> �nt, -- / ELEVATION= 486.7 0 0 <br /> o �%'� w HOUSE, ALL ' � ' � � � � <br /> o nnq • � DIMENSIONS a W <br /> LEGAL DESCRIPTION � �v <`+ a o _ <br /> THE WEST 120 FEET OF LOT 13, BLOCK 000, `V I � o FINISH FLOOR ELEV. = 486.6 � FACAD� TME � r�i N � <br /> N <br /> SILVER ACRES PLAT, VOLUME 14 OF PLATS, PAGE 119, IN w �L� o � o <br /> SNOHOMISH COUNTY, WASHINGTON. PARCEL NUMBER - <br /> 0 0 57 3 6 00001 3 02. N �,� Z EXISTING GROUND EXISTING GROUND � <br /> � ELEVATION= 482.0 ELEVATION= 481.2 Z <br /> BASIS OF BEARING � I � <br /> PLAT z <br /> 20.00 <br /> INSTRUMENT & PRECISION � ;10.0 <br /> LEICA TCR 405 TOTAL STATION WITH A CHC GPS RECEIVER L'�p2�G3��;��^'� <br /> ��5�' (J�`�L��'J,��-l;�i � <br /> EXISTING GROUND <br /> TRAVERSE EXCEEDS 1:20,000. CLOSURE. � ELEVA�ION= 481.2 <br /> AREA <br /> 12,000. SQUARE FEET OR 0.28 ACRES. 26.1 EXISTING GROUND <br /> ��ELEV. = 484.6 � � ���V� <br /> NOTE �'� <br /> DISTANCES ARE IN FEET, TENTHS AND HUNDREDTHS OF A FOOT. I �����0 <br /> CONVERSION TO INCH'S: DIVIDE DECIMAL FEET BY 0.0833333 °� `� �c <br /> � = SET REBAR AND CAP <br /> SOUTH END OF � <br /> �� = SET LEAD AND TACK WITH SHINER IN ROCK CHAINLINK FENCE <br /> � IS 0.1' SOUTH AND � <br /> � 1.1' WEST OF <br /> 30.00 S 89'29'38" E 120.00 PROPERTY CORNER <br /> \ -__-__------ i � <br /> \PN � R i � � I ---- <br /> � pF wASy� yy TOE OF 1.3 WIDE - TOE OF 1.3 WIDE NORTH END OF WOOD� <br /> ��`` ���,G1- � � ROCKERY IS ='�- 1"r ROCKERY IS FENCE IS 0.7' SOUTH <br /> � rn AND 1.2' WEST OF <br /> y 'I i � 0.3' SOUTH OF '��;<, ,�_:�\ll 0.4' SOUTH OF <br /> o j�- � (MONUMENT) PROPERTY CORNER PROPERTY LINE PROPERTY CORNER <br /> '^ s�au S� � PUNCHED BRASS ROD <br /> ��+ ���stt�° �' IN CONC. IN CASE _ <br /> ��AL LA� 1 i 1�i�;i��%,i �:�'J�i�s� '_= <br /> THE SE 1 /4 OF THE SE 1 /4 OF SECTION 24, TOWNSHIP 28 NORTH, RANGE 04 EAST, W.M., SNOHOMISH 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 a survey made by me or '_?CC�fJlS�li=`'_�l'� KEU�N CIVA�T <br /> in Book_of Surveys at page at the request of under my direction in conformance with the requirements 11519 2ND AVENUE SE, EVERETT, WASHINGTON 98208 <br /> BT SURVEYS INC of the Survey Recording Act at the request of BT SURVEYS INC <br /> COUNTY AUDITOR, RECORDS DIVISION KEVIN CRAFT in NOVEMBER, 2016 <br /> 12415 9TH DRIVE SE, EVERETf, JOB 16068 SHEET � OF 1 DRAWN BY WPC <br /> WASHINGTON 98208, 206-601-1810 <br /> County Auditor Deputy Recorder Surve ed b Brian Raaum, Certificate Number 37534 DATE: 11�2016 SCALE: 1" = 10� CHECKED BY BR <br /> � _.- _.�_T � ----.._....----...._........_...___---_---------�_� _ _____ _ ._---- - -- <br />