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SH EET 8 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 /> CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON
<br /> s.00 PRlVATE WALL SEE SHEET 6 OF i l
<br /> ESM'T. SEE E.P. 10. �
<br /> UNE 3c CURVE TABIE
<br /> �3 29.00 41.27 N���� ZZB 9$ TA6 � RADIUS BEARMIG/DELTA LENGTH
<br /> 15.3g
<br /> N86'12'09"W � �� - - ��-_, 15.33 15. � I
<br /> � - _... 3_82
<br /> ( ¢ � '� ^ � -` °� �. - -_� 5. t I C60 5.00 90'00�00� 7.85
<br /> ,r I N ^ � � ^ � :
<br /> L70 z � � `� n v � I � 061 10.01 29'S9'56' 5.24
<br /> ^ � � W �
<br /> �� �� � 185 1 8 6 r-,� o p � Z u' � � � c s z s.o o s o ro o'o o• �.es
<br /> ^ �� � Z.ssst s� �.��a t s� °..,°o a�o� 1 8 9 1 9 Q � I � � o .
<br /> � � � -- � ''� � 2.oast sF g 1 �D c� �o.o0 3aro�'o2' �.z4
<br /> � �' �
<br /> ,4.0o I r ;W � cs� ,aoo a,7r� s.+�
<br /> v � � � � 4� O-�y� N15'45'54�W '
<br /> � 7.50 �_ � °� � � � 21.14 ' � C65 5.00 8B'47'41 7.75
<br /> 2 �_5.00 OA � � � �
<br /> � �� ��� _T S'EF EP. 43. 6.00 � � �� � I � o L52 N86'11'�'W 3.63
<br /> �-
<br /> �,s 3i.34 19.00 i5.33 15.33 19.00 � -- -� `�, � a � L53 N66'11�59'W 3.63
<br /> 126.72 29.0p � 8.00 I 59 W
<br /> � � L54 NO3'47'S5'E 13.68
<br /> � -- �_ ROAD 'D' (r�vA� `� �, i�s j � � �, r�s�s�z4�w s.24
<br /> . � � �
<br /> 6.00 OA N84 59'46�j 78 -�-
<br /> C64 -- --..- '"' � L56 N63'4755'E 9.24
<br /> �
<br /> oi �
<br /> --�� 27.83 19.00 �25.29 � "' �'� � � L57 N88'12'12"W 3.63
<br /> < -t-}-= ._.. {_ 15.33 15.33 19.00 � �
<br /> > `�3 28.80 � f L58 N86'12'1YW 3.62
<br /> � -�- 1 5.00 PRIVA SfWER ESM_T.- ---.� .
<br /> �.. $3 I � � E.P�42. _ / �
<br /> � .a �-- _ ' L59 N86'11'59'W 3.63
<br /> 1 N
<br /> 4 � ^ I 184 � 18 c�t � ...� � �, � + � 1 � �so N�7�'�swr �.�
<br /> Uj �� � � 2,525f SF � 1.373t SF' � � �N 1368� � 179 � I . . L61 N56'12'05"W 9.24
<br /> M f ! � L68 ^ �- ' g 2�400t SF W � � L62 N86'it'5�4'W 5.50
<br /> ao �� z "4 r ► � ' -'`-- --_._ I L63 NO3'47'S5"E 14.50
<br /> �
<br /> � " � � 5.� YNDE PUBUC '�
<br /> N85'19'55 W
<br /> --" t--- .�� 19.48 � � � � ^ � o � \ ACCESS TRAIL ALONG I � � L84 N8B'N'S4'W 10.00
<br /> �THE COMMON REAR L85 N86'12'05'N► 3.82
<br /> L69 � � .._.,_� � � � L1NES OF LOTS 173 � �
<br /> 33RD PL � � g,� I O Z -- - - J THRWGH 184. � � :
<br /> � , ,�o E E � I. � �.P. �. o L_ t:ss w��2'o5"w 3.s3
<br /> � A� 1 32.5 `~ -� O N85'19 55 W � -
<br /> -'"� L67 N84'59'22'W 3.62
<br /> ') o f 21.30 15.37 15.34 15.34 � 2.0.��' � � t� 84' STORM AND SEWER L68 N84'S9'22"W 3.63
<br /> _ _ �__ L� ` � 15.38 32.63 � � � EASEMENT
<br /> 22.5' � �-----� w� " -- -, _._. ____ i � � `-� io AFN: 1917176 L89 N86'11'S4"W 18.50
<br /> �
<br /> � L 2 � � � � � N O � � E ' r 1 i I � � _ _ _ VO N 8 4 5 9'2 Y W 3.6 2
<br /> � z °� � o � ,� O � � i� � i �- L71 N84'S9'22'W 3.63
<br /> � a v I I� f � � I
<br /> I � L65 ° � _ __-' _ -_ -
<br /> � L66 I [_� �
<br /> 'W J
<br /> �„� � 173 � 174 �n� m� � � -_
<br /> � �� � 2.733t SF � 1.459t SF .-��� .y� 1.448�� � �78 � � I I
<br /> w o g� �,, ^ ^ 2,57st sF z � I � i.F.C.�
<br /> O °W o I � ,a�� �en/'4 "� C 3.00---i f f� � O JOINT UTIUTY EASEMENT. SEE E.P. 1.
<br /> � � tr `�-1- M ��; � � ' � �� �
<br /> � � L4.'�_ z _B37 �;o� � 15.33 z A 6.00 � ' �' ,� B� PRIVATE STORM WATER EAS�MENT. SEE EP. �4.
<br /> W � 28.17 19.00 � i `- --. O-� � I f �� � '� c� anr a� �rr wA� Ens��T. SEE E.P. 7.
<br /> 1;s3 15.33 19.00 29.00 i �
<br /> � � / �--� � 122.19 `�
<br /> � � Op pTY QF EVEt2ETT ACCESS dc UTWTY EASEMENT. �E E.P. 6.
<br /> � � �
<br /> N8612'05'W f 44.21 •` `•' � �
<br /> W UD TR-985 "' ,;- .�_ _ �, � 3.64 � OE PRIVATE STORM WATER/RAIN GARDEN EASEMENT. SEE E.P. 9.
<br /> tW �A��,���� R4AD E (�vA�) � M� � .
<br /> :� �
<br /> a � • SET 1/2" REBAR WITH YELI.OW PLASTIC CAP STAMPED "CORE LS 41299'.
<br /> 122.20 ^ a I
<br /> �.g9 i9.� i � 15.33 19.00 ' �' �w X SET LEAD/TACK WIiH t" 8RAS5 WASHER "CORE 41299' IN C�JCRETE
<br /> I �I----� -.�1 i,__,_, ,_ _ 29.00 i BUFFER � . SIDEWALK ON PROPERTY LINE EXTENDED 0.5' UNLESS NOiED OTNERWISE.
<br /> �
<br /> � � � � � 6.00� 4.�� / � E.P. EASEWIENT PROVISION.
<br /> O 4� t O
<br /> � I °`' g� �, A � � OHW ORDINARY HIGH WATER.
<br /> �ri ' � •
<br /> M 172 � 171 0 � c� � � � j � C� MEANDER CORNER.
<br /> o I
<br /> �� 2,709t SF z 1,248� SF �� � v � 168 APPROX. � � MAILBOX CLUSTER. SEE E.P. 44 AND 45.
<br /> ( � l '"�� ''+ �! Z 2.162f $�' o ' ORDINARY � •
<br /> � L60 '- I I HIGH WATER I � •
<br /> � 25� I �, ^ L59 ^ '_
<br /> • W � f
<br /> ` M N �K�S � .� i� � I !''
<br /> � � �� I � ,^j. � ^ ,V^. GG � � � �S.W PU�Ci 0
<br /> � � �' � Z O � �' � ACCESS 1i21411. � .
<br /> � � N86'12'45"W 35.62 z z � CL SEE EP. 2. � .
<br /> � � 15.38 15.33 15.37 32.62 � I �
<br /> O I� � 34.83 �15.38 15.33 15.37� N86'12'45"W 33.4i I � � I
<br /> rn o � 1 �
<br /> M Z � I W � I I 1 .
<br /> � � $ $ :�+ N00'28'4YE ` � I I
<br /> � � � � 26.54
<br /> ��J � : �1
<br /> � �� Z Z � �
<br /> � � I /�/
<br /> � 163 � 164 'A � �� � 167 � ! n�Rox. �ocanoN o� ��
<br /> 2,934t SF �, 1,339t SF � c^�c �� � MONITOR WEtl. EASEh1ENT
<br /> `� I � '"�M �., �.564f � �' �) pQZ AFN: 200805140923. �
<br /> � f W I I
<br /> �r I � o B� ^ � g �
<br /> 4. ^
<br /> L �6.00' Z $! i Z o �� 1 .
<br /> � -- ._ - - � . /
<br /> � I Z I 0 0
<br /> . �' 34.20 19.00 � �15.33 19.00 33.25 � I I
<br /> 116.55 I �-9g6
<br /> _. _______ ROAD� (p�yATE) 1_ � 4I� � (OPEN SPACE AND �
<br /> N86'12 OS W 138,� - ,W OHW BUFFER) I
<br /> <"3 $ S '� 52.156t SF
<br /> �:w `�� _ �.� ,9.� �,6.6, ^ � �� i SCALE: 1" = 30'
<br /> �- � � 5.33 19.00 28.99 � � ` 0 15 3a 6a
<br /> '� i�-6.00 a a� w� �` __ -�-- � I .
<br /> �
<br /> z � a '* 834' 4. 1 � � I �
<br /> W I
<br /> W
<br /> � I 162 Q 161 �� � � s � I � � �
<br /> � � 2,ns� s� � �.2�sf s� m� � ++ � 15 8 s I � I M .
<br /> ,� � z � �� _ �»� , . � ao���� a� 5ooi
<br /> � l �w C�'`i I�3 l+t�
<br /> � l53 � � �2 � I i ( � �
<br /> '"S `w . `�
<br /> 1 ^ s ^ ^ �' z c' . t�y,R.S?
<br /> r
<br /> 2S �� � `� � O � � E i g � Z Ctiv�: •°Y ��8•f*Q . 14711 N.E. 29th PL Svite l 0l
<br /> � � �, � � � � ( , 8ellewe, Washingfon 98007
<br /> �,� 5� 15� 15 38 z I ' - •a 425.8$5.7877 Fax 425.885.7963
<br /> � � N86 ' 32.62 8.07��� . o
<br /> 2 �2�"� DESIGIV
<br /> 15 153 154 155 15g � � I I � ''seQ� a�9'�
<br /> 157 �l°NALi.i�� ENGINEERING • PlANNING • SURVEYING
<br /> SEE SHEET 10 OF 11
<br /> JOB NO. 12156E
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