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LEGAL DESCRIPTION
<br /> (PER QUIT CLAIM DEED RECORDED #201603010331) T P RAPH I B U N DARY U RVEY
<br /> LOTS 1, 2 AND 7, AND NORTH 30 FEET OF LOT 3, BLOCK 22, �
<br /> RE-PLAT OF BLOCKS 19, 20, 21, 22, 23, 24, 25, 26, 27, AND 28,
<br /> SOUTH PARK ADDITION TO EVERETT, WASHINGTON, ACCORDING TO
<br /> THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 5,
<br /> Da '''�° �J
<br /> RECORDS OF SNOHOMISH COUNTY,
<br /> WASHINGTON. '�
<br /> EXCEPT THAT PORTION OF LOT 1 CONVEYED TO CITY OF EVERETT, A �,
<br /> MUNICIPAL CORPORATION, OF THE STATE OF WASHINGTON FOR ROAD ssMH �:
<br /> PURPOSES AS RECORDED IN DEED UNDER RECORDING NUMBER SSMH RIM-213.74'
<br /> 200211040893. "4� � (^�RIM=215.46' � CB T-1 � CENTER OF 12" CONC. '
<br /> BASIS OF BEARINGS G� SSMH `� (UNABLE TO ACCESS) G,�,� '^^ RIM=214.37' +
<br /> RIM=215.24' --�
<br /> IE W.) 8" PVC =212.87' HANN,�E (N., E. & S.)=200.84'
<br /> � - C
<br /> (UNABLE TO ACCESS) ��� IE (S.) 8" PVC -212.87' , �^�\`� �� � -6 -, - -
<br /> „ o . �� .
<br /> NAD 83/2011 PER GPS OBSERVATION ,, - - - � �� �4 ,,�6 ,��� cuRB ,� n,"'�� yo ����� ,�-�� ,o o s ,o FOUND MON IN CASE
<br /> THE CENTERLINE OF COLBY AVE. AS MONUMENTED AND SHOWN . � ' , BRASS DISK
<br /> ��� � - . �_ � � �owN o.a'
<br /> HEREON. BEARING=NORTH 00°40'42" WEST ssMH soMH �� 42ND ST SE ��� '� �� ( IN FEET )
<br /> RIM=214.98' RIM=214.89' � , „ a:�� �_� �� 1 INCH = 10 FT. N 89'20' 6 E 343.63' �
<br /> REFERENCES (UNABLE TO ACCESS) (UNABLE TO ACCESS) �,>"i �` N 89'�20 56 E 353.62' � ., � _ � � � � � �� �
<br /> �� � �
<br /> 1. REFERENCE � -
<br /> CB T-1 (p � �_ j� I
<br /> VERTICAL DATUM , R�M=2,4.32' Y' , _ _�^�
<br /> � IE (N.) 8" PVC =212.62' � a .a - o � � � � �'
<br /> a kn^ o� �...
<br /> NAVD 1988 PER GPS OBSERVATION corvc. RaMP O IE (sw. s" PVC =212.62' CURB ��°�' '` cuRB ��' o-� ��� . �'' ��V �°"
<br /> � - �� � CONC,�`DWY CONC. DWY �' �,���
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<br /> SURVEYOR'S NOTES ✓ " 4•2s'42" E ���� �
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<br /> � � ,�. , �- _ -
<br /> 7 ; `' � -- ���I $9'20'S6" E 109.1 ' _ �� �
<br /> 20./ 07 �4 � �
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<br /> 1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN _ �. ���s��'' �� � � B�D�G. AVE , ������ ,� o a ` ��� � .���'�� � �
<br /> MARCH OF 2017. THE FIELD DATA WAS COLLECTED AND �� R,��F = '�'�� ` y�� ovERHa,Nc� � � _ _ -� `�,:�� � ��` - -�,���� �
<br /> RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC � `_.� � � �,�g. co� co� �� ,E�. ��'"" ,, � �� x',� N
<br /> THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. cB r-� - � - g
<br /> co� 10.2' 13.4'
<br /> WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN RIM=215.03' - ooF E�Ev= 25s.�' ;r, N
<br /> IE (N.) 8" PVC =213.23'
<br /> FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT �'�4x �'c�� � 00 �� � � _� � (j �
<br /> ELEVATIONS. `� �'�� 39.7' s.3' � rorn _ � � �
<br /> ( �,, � LDG. 6 . � � o0
<br /> � c.� N ao
<br /> 2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE G��oO,�p`L � OVER aN� ,_ �n � � � � o
<br /> C O U R S E O F T H I S S U R V E Y U N L E S S O T H E R W I S E N O T E D. ��6 I Q P,�O 2`� �= °= 6 ,, _ � (� - N
<br /> � �;,�R��� �c ui o
<br /> 3. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY Ico O�Q��� o;�J T VLT a� - = `'� � o N o .
<br /> O T H E R S A N D V E R I F I E D W H E R E P O S S I B L E I N T H E F I E L D. T E R R A N E � '�. � ' ��c ,qvE �'� � � c�v o M
<br /> ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS � � � -- Q � � N j O
<br /> OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH � I � �.o' v� � � Z o o Q oN0
<br /> ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF � ��' � �� BUILDING °' - Z N N � U � �
<br /> EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE �•� xa �, FOOTPRINT AREA=5,923 t s.F �' I 14 4 �E ,�, � a � o (n LLl Q
<br /> UTILITY OWNER�AGENCY. AS ALWAYS, CALL 1-800-424-5555 �� -� � �� ; - - '�� � � � o o � '�y
<br /> BEFORE CONSTRUCTION. B�DG.y Y` �0 4201 RUCKER AVE 1 ?,� - ( � m � N � U U �
<br /> O V E R H A N G E V E R E T T, W A 9 8 2 0 3 1.9' O O ,�
<br /> t� 1 " I c� N � _ � �-
<br /> N ^ %
<br /> 4. SUBJECT PROPERTY TAX PARCEL N0. 00582202200101, G�� Q�1� � � 56.0' � W � N � � �
<br /> 005822022001 a2, 00582202200201, 00582202200202, ��.� EAVE Q P��`L� �.s' -p , - m (.� � o o V O W
<br /> 00582202200701 & 00582202200702. co �$�2 � F� 40.3' � _ _ E,qvE� � _ � o � � W
<br /> � �'� o� � `' ��`�1 ,o � _ �:��. �r=� L- � � wZ � W " �
<br /> 5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 43,109f S.F. � �jg �,� T � '�` i�=2is.85' � z� FOUND REBAR Q Z o o -
<br /> (0.9 9f A C R E S) 2�' P' � O I Z iE (N.) s" PVC =213.20' � �Z � � .1s' N x 0.0 ' E O N
<br /> $ � w°� %- -� OF PROP. CO � et �
<br /> PARCEL #00582202200101, 00582202200102, 00582202200201 � C0 37.5' O� �.3' ` - �a �^�� , EavE ,� o , �;�� � �r � N �
<br /> & 00582202200202, AREA= 29,592t S.F. (0.68f ACRE) � � i2.2' , z, � a� , �, � Ac uNiT �� � �,��� `°� �,� 2s.5' 1,; ; �''_, w �;
<br /> �� �_� ,` ���� ��� " �-� � �'� �_ " ,�V,�89'20'50" E 128.81' �,>z' � � 4 , . - F;�� ,,5 J �, � � � " � o
<br /> _ _ * �
<br /> PARCEL #00582202200701 & 00582202200702, AREA= � ✓ ti o� o F E�Ev- 2��.�'� �, - ., z, , < 35.00' �
<br /> 13,517t S.F. (0.31 f ACRE) 50' � 00 - , --
<br /> ^ � ���' ,, z' `2,�"�'_'
<br /> ,
<br /> CURB.
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<br /> , ROW BLDG. � � - _ _ . _ �;, < CB T-1
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<br /> 6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE �,�� ����� ��� -,�� � ovERHaNG �� -,�'� �� � �� �� >� � �� (2) 22" PtiN ,
<br /> = 5 ^,ti� �'P RIM=211.09' ~ W
<br /> �� �' �� 30.8' � , � � '�25 ���' Ci,� �a ��, , ��GL'�� �� ,�5= I ry. _
<br /> REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST � _ ���<��G�- � � �'`a� �,��' _;�_������ � ��` �T�� : .<� �� ��� 6 ���=== �� : - ��, n � � � iE (rv.) s" P c -2os.�4' �
<br /> THAT ARE NOT SHOWN HEREON. �� co� ,� co� a� � co� = � � - ; ,�� _ � �
<br /> ,
<br /> EAVE ,° �� �� ,� ,���� ,�� ����� .� ` SOLI s�' � _ 9 � E (S.) 8 =208 69 �
<br /> I ' P C Q
<br /> 0.4'E � �� �; ��a`� ����= WHITE �6 .
<br /> � ' _ CURB ° ,�5; � �, - � ' ��^ ��� ��� � � � ; � �„ {�I
<br /> 7. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC �' -� � �
<br /> DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY � � � EAVE coNc. RaMP � � � �s �� � � � � �� ���.�� 0 � �� ' �" � � ��� , = � �
<br /> WERE DIRECT AND REVERSE ANGLES, NO CORRECTION z ���cuRB � c PT �E ,���ATE �� ^��� � � Q P��`L� ` „� � . ' �'� � , A
<br /> ;' "� � ,� �� � ° � �'��� � �
<br /> ,� _ � .
<br /> ���` � _
<br /> NECESSARY. MEETS STATE STANDARDS SET BY WAC � � � � F ��_ � ao� o� eo�„ FENCE � �,�<z��� F y' ;�, _ _ � W � ,�� ,�ox :�
<br /> `..
<br /> 332-130-090. � �� z7sr' � � � � m GENERATOR ,; 0.2'E r� Q� �jQ �j� ` , "� � o �. � n ,y ti4c' � ���Q� �t'
<br /> ^� ��� � 2 0 ° � ���
<br /> W � Q Q. 0�`��� c - , � �eo� eo� _ -� ���j1 �.4�4'� - � `����� � � Q � �� ,� �w � �
<br /> LEGEND � � ��' Qti : - � � ,-, ' �
<br /> � � �
<br /> � ^ OG�V� � BOL �,�ti`� BOL � O� � � GJ�� . � � � � � o J����
<br /> � � � N� � OL � BOL � 9 �� �� � � � � �b� � ��'���•LS �' 4 ��
<br /> � ASPHALT SURFACE ►�t MONUMENT IN CASE (FOUND) N rn H c� � __ _ � �O � . ,� (2) 18" PIN � I �rn�, �� ,�;� d �I � �,�
<br /> O �L 3� 3 � ao� eo � �° � C, � a O 3 ---
<br /> �
<br /> BOL � BOLLARD PH❑ POWER HAND HOLE � R � � �^`'�✓ � _ >
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<br /> j � U �' BOL BOL BOL BOL ���� �, ���c � °� � N
<br /> , „� `
<br /> • ��s
<br /> ��
<br /> BUILDING P❑ POWER METER � o g �' W� , z,s � ��� � � d- �
<br /> U o � „ _ .; z _ ` . � FENCE � � ��� �g � • �
<br /> � CENTERLINE ROW -- -� - POWER (OVERHEAD) o o s4 ^ � " 6 � n � " �
<br /> o s
<br /> � ' �'- 0.1'W ,,, � o
<br /> - - � Z Z ,F9 SIGN BOARD CB T-1 � . - � -- CB T-1 ° �� �"
<br /> k � '� '. / �9�
<br /> �1 aa O
<br /> Q CONCRETE SURFACE PPO POWER POLE �y � " O RIM=214.95� � � • Z ��E Z �� � ,
<br /> p � RIM=213.83' ^�' r Q,i
<br /> CONCRETE WALL PT POWER TRANSFORMER ��� �� `' � � �E-{i�j-4" DI =212.70' , FOUND REBAR WITH CAP �x'" IE (W. 4" DI =212.53' x���35� ` �
<br /> . - � z ��s� ,o��, � b .�� � � �
<br /> � �
<br /> - 100 - CONTOUR (MAJOR) Q REBAR AS NOTED (FOUND) �� � x�J � � 0.08� N X 0.22' E � -' � $ �` �ti ROW � ��'
<br /> r w r
<br /> 102 -- CONTOUR (MINOR) ROCKERY � G��'��rL� � �� �'E �, �-, �`-�� OF PROP. OR. �� ���'�� �'4- ���� � ti , � ��
<br /> .� �- 1- �
<br /> �, , �.�
<br /> � � ,� � � a � .�-.'a
<br /> �- FENCE LINE (CHAW LINK) -- _ _ SEWER LINE Q��O � � ����� ��` _.3 LLEY g � � � � �� ��'f'� � 22''���PIN =�� �-'�
<br /> � � �
<br /> 5� 5� ` �:� �
<br /> � FENCE LINE (WOOD) (^� SEWER MAINTENANCE O � �, = _
<br /> �� ,° ��� � �'`� ,�� / � �
<br /> � 1 CB T-1 ' Q �
<br /> RIM=215.13' ' ROC RY ���,�,F � a �� 5°"�'�� ,�� a�� ��,A " �'� 2HR� � �� �
<br /> � FIRE DEPT CONNECTION � ^� � � � � 0.3'S = �P� �� �
<br /> SIGN AS NOTED � '-' � �
<br /> � ) � a . 6 � , DI =212.73 r' � � �� �'� " , ` �� c � �
<br /> � ��` IE (N.) 4 ; ; CURB �' �- _ --- -- -
<br />
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