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/ ' NE 1/4, SEC 13, T.ZSN., R.04E., W.M. <br /> � � <br /> ' �� / SNOHOMISH COUNTY, WASHINGTON <br /> � � i o <br /> / / N <br /> / � <br /> / � � 28041300103400 � <br /> � SDMH R!M = 560.0 O FOUND REBAR & CAP o BA SIN A <br /> �( � "9567 CHENOWETN" 0.2'(N) � <br /> � <br /> 'y�, � ��� & 0_2'!✓'l) OF CORNER o <br /> �' BASIN-A � oNSITE <br /> Y / G' �6� <br /> � � <br /> / ,\ � NEW HARD SURFACE 0.01 AC (380 SF) <br /> '��') � ,^ , <br /> l' � � = <br /> � F�,� _ " �,� � � <br /> � �-- 60 � OVERLAID HARD SURFACE 0.13 AC (5498 SF) <br /> �� o�� ��: _ � _ _ v <br /> / S� �� � 4 � �. y�� \ SCALE: 1 �� = ZO� � REPLACED HARD SURFACE 0.17 AC (7,470 SF) <br /> � � � � _�� . <br /> ,[��,� '�'i�y FENCE END 0.2'(N) <br /> ,��� �'� OF PROP. LINE � HARD SURFACE TO BE REMOVED (3,717 SF) <br /> � � � � ` � 20 '� 0 20 40 <br /> � � � �� � � ' FRONTAGE <br /> � BASIN-B � <br /> � � ��� s � � <br /> .�� �°os. � <br /> '��, � � � � �� �S"� �, � NEW HARD SURFACE 0.01 AC (550 SF) <br /> �DMH RIM = 558.50 �� �`,� ��� �� <br /> � � � 8�� \ � � OVERLAID HARD SURFACE 0 AC 0 SF <br /> ` _ N 89'29'00'_E 115_70' -------------- � � � <br /> \ ` ` <br /> � ------- <br /> / CB fE R = 558.40 /.° , \ �A W ��------ <br /> � lE 4"��f'P(W)= 5 6.?0 \ � I � REPLACED HARD SURFACE 0.03 AC (703 SF) <br /> � � � I <br /> � �' - ' � HARD SURFACE TO 8E REMOVED 0.01 AC (337 SF) <br /> IX. F.H. L� FH � �� � ciyy�� I <br /> �(TO BE RELOCATED. ��� li,�, `�' � <br /> J <br /> SEE NOTE �2) � � , `�`� �,� I <br /> � � �� �n � . .`.'. . ���� � I <br /> fl SS, � � � c' � <br /> � ° ', I <br /> / S DE�SEWER �5 ; � � ASP,HA�T `.".'�"�"� �, I CHAIN LINK FENCE 0.1'(N) <br /> � / . W W LL . <br /> - • - - - & 0.5'(W) OF SET CORNER <br /> � � � � � , W W . . .�� W <br /> r - �i' . W . .- . <br /> % Q i� � .`.`.`.° . <br /> � � � �� � r � � �-� � <br /> � � � � � �`�P � _ i \ � " � <br /> � � -, y � � W � <br /> `S� ��A' �� � � � � ' A �� � - � <br /> � � ` . . <br /> c/ � � `� <br /> w � � <br /> / SDMH FiM = 556.9 � l � � ° � <br /> � \ <br /> � � ���� � 1 � � . ��� W <br /> � � , � ��� :-:r .:�:y `� ��� ��F���- , �� . . . � <br /> � ,� �� � °� : ��� � BA SIN B <br /> � ���������:� ���� ��- � �� ��, � � � � <br /> - � � � �. - � �- , � �� � � � . <br /> � � C-� -�� - ��•../ �� '�N � `r � � � �� � �� � � <br /> � � � � � y y � � � .�� _ � � � 2ao4�300�0400o ONSITE <br /> � ���� ��`'� ' � � Q � .� `� � z. o � <br /> � � �� � ° � � � , ��'� � � � NEW HARD SURFACE 0.01 AC 200 SF <br /> FOUND REBAR NO CAP � . O , �`� � <br /> � o.3'(s) & o.z'(E) oF coRNER � -. _ � . ` `� � l � <br /> � �,` � � <br /> � <br /> � � <br /> � � W � ` ' , �` ��` <br /> � � �'o .LL-W ' y � � � OVERLAID HARD SURFACE 0.43 AC (18,872 SF) <br /> \ '�'C, ' � � <br /> / � DO <br /> � �� CB IE RIM= 557.31 � ���'6 �- . �� �� �� �_ �� ,-y� � REPLACED HARD SURFACE 0.06 AC (2,548 SF) <br /> � <br /> � � IE 8" PVC W)= 555.81 �� . � � �� ` - - - � <br /> � Q IE 8' PVIC E NE)=555.81 (IN) � ' .`� � `�% �� � <br /> �/ ►E 4' �c(sw)=s5s.�4 (►N) � -. . �' � ��� , W�. , . <br /> � � W _ � � � , . � D . _`\` . � HARD SURFACE TO BE REMOVED 0.08 AC (3,472 SF) <br /> �� , i , r� . .. . a �_ �� pp �.�W�.� �.= <br /> � ��D <br /> �,�� �� � �� '1'S `,- ��� �� � ` - ° - �� <br /> �� / � 06, � � <br /> � 8' 2�c��3ec��c,.3�o d �� FRONTAGE <br /> � � � s�� ,s„� . . � _ ��� � ��. <br /> � CB IE RfM= 555.17 � 2�� . - - ��-� � NEW HARD SURFACE 0 AC 0 SF) <br /> IE 8° CPP(W)= 552.97 � /� . . � � � <br /> ` `��`' � Zf' .� y - I <br /> �A �� `.'�.`� � � � � � � SIDEWr��' � <br /> � � � � �I�'� �1 � OVERLAID HARD SURFACE 0.00 AC (170 SF) <br /> � � �� <br /> � \ ? <br /> � PARCEL 8 ������� (� 1 � � REPLACED HARD SURFACE 0.01 AC (530 SF) <br /> � � � aFrv 2ooso82a5�ss � � 2" ASPHALT OVERLAY <br /> 28G4?30C 103100 �� � � ���•� � HARD SURFACE TO BE REMOVED 0.00 AC (65 SF) <br /> � ' ASPHALF `� <br /> � - j � <br /> � `� W,. . �'6,� � <br /> � � <br /> � - ��F� UN� RF_BAR & o � <br /> \ <br /> � :=-ALT �-S ASHED CAP AT pOlh�; OF BEGh^�NING � <br /> � ' '.'_ RNER � <br /> / � --- � ----_, �'� <br /> -� '4 . N 89°29'00" E 166.19' � <br /> �� <br /> ----------- ------------------ - - - - - ---- - - - -- - - - - - ------ ----------- � � - � \ <br /> ------ --------- W� / � �o. <br /> � ,/ <br /> / � / <br /> CONC. CUR,B �i � <br /> \ / 'I <br /> � � � / <br /> " o `� <br /> _'�;= - CB RIM= 556.09 � / y�P�'� =' ��\ 5`� <br /> IE 6' CPP(S = 553.64 i- ' � 1 �/ G��G � � <br /> IE 4" HDPE N)=553.64 _ I � � <br /> IP/ � <br /> �� ��� �� � ` ���0 � � / <br /> � <br /> / �, ,L - �,s � � <, o�G� � � <br /> h�� I � � � � � � � <br /> . � � CB IE RIM= 560.05 � , ��� <br /> ----------�----�------�----- y � ��� �E 12° CPP(S)= 556.45 �� <br /> � �_ , � �� IE 12" CPP(E)= 556.45 `�0 � a � <br /> I __.' _W.y_ _ \`�y� � ' �� <br /> I � - 3.�'�°_� � _ ��� � < <br /> I �."�' � �� `' <br /> I � �� <br /> '� �Q. 2.2' S� <br /> \ � '��'- +�� � � � <br /> 1 � �' . � `� �,� � � s� <br /> ! o �, �° ' ��,� �sa � � o <br /> l� o � 9- <br /> �� � �sP�+a�r c+ I ��' ` <br /> 28041300103300 � � NOT�'S.� <br /> � �, � � a <br /> i �� � - _x�-�.� s�ot sFwER ar:D WATER METER INSIGMT EN6INEERING CO. <br /> � '` C . � CB IE RIM= 560.� '� �_;�� �; AND SHALL 9E USED FOR TH� <br /> ti C., -� �� � - IE ?2" CPP(N)= � _-_____� BU!L�� ,'= <br /> � IE 12" CPP(W)= ` <br /> �l � �,�/,, 50� � P.�. B�X - 14�g <br /> ; <br /> ,�� ,�� EVERETT, WA 98206 <br /> ,�' � ,�%- ; r � � IX (425) 303-9363 (425) 303-9362 FAX <br /> F.H. � _ � INFO@INSIGHTENGINEERING.NET <br /> '/� t.`\ �'� � <br /> ���� o��, �„ � -�� � �� �� o ,��,�`� � � � CB lE RIM= 558.67 S17E ADDRESS: BVERE77,�W,4R 98208�2616 <br /> � ��, . ��'\ � ,���- � p�� IE 12" CPP(N)= 553.87 <br /> �1�, � ��� ��� � � � ��D� � ��y � ��0 IE 92" CPP(S)- 553.77 <br /> ��%��n�� � �� �� G IE 12" CPP(W)= 553J7 _.. �'J0. DESCRIPT'��". ��� INITIALS DATE lAX ACCOUNT N0.'S: 28041300103900 <br /> l �l� � 36"� � � � M � � � / G� <br /> ��� �- 2.! / <br /> � � � � � R. <br /> � 24'� � `P of "�'Srlky� NE 1/4, SEC 13, T.28N.,R.04E., W.M. <br /> F � � � .� ;. <br /> ° �� � �� B URGER KING <br /> � \� \ o� � CB IE RIM= 556.59 m � � <br /> ��/�/� � '��' \� IE 12" CPP(N)= 553.49 a; DWG FILENAME DE�:NED BY: DATE: SCALE: JOB NO.: <br /> � � �1 \ �, �� �� � IE 12" CPP(S)= 553.49 � � '� q � <br /> O �- � � � 36499 <br /> IE 12" CPP(E)= 553.49 � ft�, � I S T F���� 180961.DWG JRC 10-16-2018 1"=20' IS-0961 <br /> FOUND REBAR & SMASHED ( �p � IE 8" CPP(W)= 553.64 o S�S t��ti�� taC SHEET <br /> 0.1'(S) & 0.7'(E) OF CORNER ' 0= '� o <br /> � �' STORMWATER <br /> � � 12-26-2018 C3.3 <br /> ,� ca �E R�M= 5s�.3� � z REQUIRE�fENTS EXHIBIT <br />