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SHEET 11 OF 11
<br /> A PORTION OF THE NE 1 /4 AND SE 1 /4, SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M.
<br /> �o �/z' RBC MARKED PQ 32441 CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> 0.50' EAST OF CALC'D PROP. C�t.
<br /> as2 17 18 ig SEE SHEET 9 OF il
<br /> 20 21 �
<br /> �9�,�,'42"Yy 99.95 � 33.97 17.10 3.6 ]5.35 15.39 �
<br /> �-997 M N�72'05"W to, 45.77 � f
<br /> o�i' (OPEN SPACE) 9.020� SF ^ N89'05'53'W �" O � ."� O O OE O � vM', E � �o
<br /> N89'05'S3"W 71.45 �! 29.05 � � � � o � O �� � � 50
<br /> r��-N$���2,`lK 8.00 0'c� � 114 ,� � �v z � � � �' �','�
<br /> � � ^ �
<br /> � 29 "�_2�.94�- � ," z.�s2s8s� � 27 m� � ^ ��a l� ��� � � �.074� � � , .-�
<br /> M �,�ast s� I � g �r WI 12 2.ss .W f.a�of s� cva cv� 24 � �� N h �� 698� o I � 1� �
<br /> s�s � �, o N � � ^ �.3.��f � 23 /� ry � G 48 � �
<br /> 28.27 � N89'05'53"W 43.18 � �� Li5 5.00 '.M� 4.� �,,, 2,959t Sf' � 4 I� � H�s��pg7* � � � I i O
<br /> � z \ OA z 815 � � � � a `° W 69,3� � 1 (
<br /> � N89'05'53"W 30 0► O �' c� �. I � � d' � O
<br /> ,� ,,7� � � $ � v�,i� �Y __� s.00 � ��� � o � � � � �z7 •�
<br /> � 71.45 ( ^ � ' �•,��j� 7,4 20.70 � 13 63 15.33 9.00_.._�20.00 ��`�_ ^ � / / 9.39 �.92� Sf' ,.� � QUSIING U11UTY f
<br /> 31 � M � � �0�.23 25.aa c� �. � a�?4S. � �'T PER AfN: � 128
<br /> � 1,096t SF �i '- � �4`W "� I` 2008051�0864 �7
<br /> '� ��.a s � '� j - �_ 3 5 T H STIqEET (►'�v��� (AccE��9E8S/PARKING) ��'�--s.00 0 s9�� I � v�
<br /> � I
<br /> � 32 M =* _ ^ "a�z os�' �"w �sz.ss""'-.--- 5i,�ss� s� 0 4g � 129 �
<br /> �ri 1,096t SF � ui v }- OO ��,14 ", �'"'--4.00 "�� � � 1,8�p� � �
<br /> ^ 71.45 '- �O ���,h� �,'' �� 12.� i �19.Op 85.16 / �, �
<br /> Y '`�
<br /> � L
<br /> 33 � M � �� cA ? �_` t-�;�' __ 19.Op 35.10 �4 ., ,� 119� .r• Bg OS N � �
<br /> � 1��76 5SF I '- w ih ��g;��qs � i �M� � - --� � � ^ / B18 4�j �
<br /> � v � B17 ��� ��,' `7 � ^ � l.OSg� � � � �-987
<br /> � �i `a� � c� u�i� �--6.00 OA o 4� .'u / �' .i" ^h� 69�4 "^� � �
<br /> � � 1.2�st s� � � g°° ( � M O ,� � 4¢ h
<br /> -- " z8.2� � " Z 36 � 37 38 � 39 � �� /�C '•°sa� � � I
<br /> '� N89'05'53"W =' � � � � 3,096t SF z 1,482f S�' 1,459t � � 2,938t SF � Q z '�/ 6903 ^'
<br /> Nssros�s w 43.�s � I � � _ �� c� / � � 4� �o
<br /> �C; �0 35 O 6"�� , ! L19 �^� PRIVATE WATER �f � � R.O.�. DED
<br /> � � 17' 12.5 � L20 � 15.33 69 01 162,111 f SF
<br /> Z S r, 2,3 8 9 t S f �., E S M'T. S E E "�
<br /> z ( " � / E.P. 39. 4,? .�' �
<br /> � N89'05'53"W J O ,� O O ;w O 17' �•OSg{.
<br /> N89'05'53"W 71.45 L28.50 � M � � o � E / � 12� '�c 1� 6g,O�j� � �
<br /> � Z � � � � / r,o�# ^ I
<br /> TR-995 I
<br /> � 34.57 15.45 15.45 Z 30.86 / � �� 6�9g � � �-
<br /> � (FUIURE DEVELOPMENT/UT1UTfES) � /
<br /> 18.975t SF N89'04'42"W 96.33 40 `' � �`
<br /> z� � i,ss
<br /> N89'04'42"W 193.05 $I � �_ N�Z4$�4'�y�- � - - - \� _ NE 1/4 SECTION 29 _
<br /> 5.00 X 5.00 EXCEPT THAT vs�'',� OC 6823 �v � ��\ � 1/4 SEC110N 29
<br /> OO WHICH LlES IN THE R.O.W "i � `��'� �►�, �
<br /> �, �os� '�d• �OPqy�A�899 / � � `�
<br /> I `'�. `',�, ' j5.t � � � _� �
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<br /> < a� � i �
<br /> ur� a� cx�v� r�e� ��: � �'e �� 3s. I ♦ ���
<br /> TAG � RADlUS BEARING/OELTA lFNG7H '�` 4�S�S ` N��4?'�B+N, 4398 � � � �\
<br /> C3 5.00 79'18'07" 6.42 �s�S _ / � �
<br /> .'^� � � `♦
<br /> C4 1Q00 40'40�� 7.10 43 y8 -. � � � ���
<br /> C5 54 00 4'38'37' 4.38 � � `� �
<br /> ' i � / �
<br /> C6 25.00 13'54'36' 6.11 ~
<br /> C7 764.73 1�08'57' 1g.� vO /a'S' � \� / \
<br /> C8 465.00 0'06'S0' Q93 � a � \\ �
<br /> C9 764.73 1'OS'S6" 15.33 ? �'�' � � 0.87 _
<br /> y � �� ` � I
<br /> C10 465,00 1'53'26' 15.34 � �L � � , �i c'�'
<br /> L13 N83'26'07'W 3.62 ,� � � \ p
<br /> � � � /
<br /> U 4 N83'26'07"W 3.62 OC 5.00 X 5.00 �
<br /> L15 N89'05'S3'W 5.Q0 � O ` /
<br /> T�`� � � � � /
<br /> L18 N00'54'07'E 3.62 1�
<br /> U7 N0054'O7"E 3.s2 � / 2 N O �
<br /> � J � � BOUNDAI�Y OVERZAP
<br /> U8 N00'S4'07'E 5.86 =1.69 S(�UARE FEET
<br /> U9 N83'26'S7'W 3.62 r� lv N � SCAIE 1" = 5'
<br /> L20 N83'26'57"W 3.62 N FUTURE�DEVELOPMENT/ � O �
<br /> �' � u�nu�Es) � N >-
<br /> � �s,s�� s� � �
<br /> N � V
<br /> �iG� � � �
<br /> � ^
<br /> OA JOINT UTIUTY EASEMENT. SEE E.P. 1. N
<br /> B� PRiVATE STORM WATER EASE'�tENT. SEE E.P. �.
<br /> CO G1Y OF fVERETT WAIER EASEMENT. SEE E.P. 7. /
<br /> Op qTY OF EVERETf ACCESS h U11UTY EASEMENT. SEE E.P. 6. �
<br /> E PRIVATE STORM WATER AtN GARDEN EAS'EMENT. SEE E.P. 9. , N/
<br /> O � V
<br /> PRIVATE WATER EASEMENT. SEE E.P. �.
<br /> /
<br /> E.P. EASEMENT PROVISION.
<br /> Q FOUNO SURVEY MARKER AS NOTED.
<br /> • SET t/2' REBAR WITH YELLOW PLASTIC CAP STAMPED "CORf LS 41299'.
<br /> � SET LEAD/TACK WITH 1" BRASS WAS'�iER �C�iE 41299" IN CONCRElE
<br /> SiDEWALK ON PR�ERTY UNE EXTENDED 0.5' UNLESS NOlED 01HERWI�. �
<br /> � 4' CONCRElE MONUMENT WI1N 2" BRASS DISK STARAPEO "CORE LS 41299". SCALE. � �� - 3��
<br /> 0 15 30 60
<br /> � FWND MONUMENT IN CASE
<br /> 35.
<br /> /
<br /> �� �o� c�1 � a� 50o t
<br /> ,2.40 �2.6� �
<br /> �y R StP
<br /> fWNO qTY OF EVERETT N88�4��5'�IN 8$.00 y4y.•oE�i►as' ., 1471 1 N.E 29ih PI. SuFte 101
<br /> MON IN CASE (INCA 9) AT � G,•q. r�.•.
<br /> INTER�CTION OF 36TN ST. :�: °a• Bellevue, Washington 98007
<br /> AND SMI1H A1If. �,/
<br /> F. � :0 425.885.7877 Fax 425.885.7963
<br /> 36TH ST ���,Q��¢$�:'�' DESIGN
<br /> t$T
<br /> �� _ ��as.s� - j°NALL� ENGINEERING • PLANNING • SURVEYING
<br /> N89'22�55"E 249.d0 N88'04'55"W -" -
<br /> q �3 ►� JOB NO_ �..2 �.v6E
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