|
Permit#: PW1610-047
<br /> � SiTe Addrzss: 3003 W CASINO RQ#40-58
<br /> Owner: BOE(NG CQMPANY
<br /> Tenant: COMPOSITE WING FABRICATION BLD
<br /> App.Date: 10/31JZ016
<br /> �ropased Use:
<br /> Descriptian: LANDSCAPE&IRRIGATION WQRK FOR
<br /> 777X BUILDING � ������� �'�'��
<br /> � ,���_��
<br /> fteviewed By: r'�'� Date: /--�-
<br /> �OfFice Set 1ob Site Set Fire/Planning Set
<br /> LEGAL DESCRIPTION �� __�EING �V�RE1�T �i1�E
<br /> BEGINNING AT A CONCRETE MONUMENT, SAID MONUMENT BEING THE CORNER COMMON TO SECTIONS 10, 11, 14, AND 15, TOWNSHIP
<br /> 28 NORTH, RANGE 4 EAST, W.M.; �
<br /> THENCE 0°5Q'00" EAST ALONG THE EAST LINE OF SECTION 10, A DiSTANCE TO 30.00 FEET TO THE NORTH MARGIN OF THE COUNTY I
<br /> ROAD AND THE TRUE POINT OF BEGINNING; �
<br /> THENCE N88°53'28"W ALONG SAID MARGIN 1589.02 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT, SAID POINT OF
<br /> CURVATURE BEING ON THE MOST EASTERLY LINE OF THAT PR�PERTY OWNED BY THE U.S. GOVERNMENT (DEPARTMENT OF THE
<br /> AIR FORCE} AND GRANTED IN EASEMENT TO SNOHOMISH COUNTY UNDER AUDITOR'S FILE N0. 1062279 FOR ROAD PURPOSES, THE �
<br /> FOLLOWING COURSES DESCRIBE THE NORTHERLY MARGIN 0� SAID ROAD EASEMENT;
<br /> THENCE N1°06'32"E RADIAL TO THE CURVE 10.00 FEET;
<br /> THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 778.51 FEET THROUGH A CENTRAL ANGLE OF 18'50'03", FOR AN ARC � � � /�, /
<br /> DISTANCE OF 255.91 FEET; 1V \/ A � �
<br /> THENCE N19'S6'3 " r � �
<br /> 5 E R DIAL �
<br /> A TO THE CURVE 10.00 FEET, '
<br /> THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 768.51 FEET THROUGH A CENTRAL ANGLE OF 27°59'59" FOR AN ARC
<br /> DISTANCE OF 375.56 FEET;
<br /> THENCE S47'S6'34"W RADIAL TO THE CURVE 10.00 FEET; �
<br /> THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 778.51 FEET THROUGH A CENTRAL ANGLE OF 12°14"58", FOR AN ARC
<br /> APPROVED
<br /> I TANCE OF 166.44 FEET TO 7HE POINT OF TANGENCY; g�i ORKS DEP RTh N7
<br /> THENCE N29°48'28"w 140.85 FEET TO A POINT OF CURVATURE; P�
<br /> THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 858.51 FEET THROUGH A CENTRAL ANGLE OF 26°53'29", FOR AN ARC t ����
<br /> DISTANCE OF 402.94 FEET; gY (�, �
<br /> THENCE N33'18'03"E RADIAL TO THE CURVE 10.00 FEET; �.
<br /> DA7E
<br /> HENCE ALONG A CURVE TU THE LEF-f HAVING A RADIUS OF 868.51 FEET THROUGH A CENTRAL ANGLE OF 17'30�00", FOR AN ARC CITYOFEVERETTREVIEWEDFORPERMIT
<br /> DISTANCE OF 265.27 FEET•
<br /> THENCE N15°48'03"E RADIAL TO THE CURVE 10.00 FEET; �
<br /> PI�l�lD" O�f�'
<br /> THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 878.51 FEET THROUGH A CENTRAL ANGLE OF 15°36'31 ", FOR AN ARC ENGINEERED
<br /> DISTANCE 0� 239.32 FEET TO THE POINT OF TANGENCY; ao-2ot W��NDS a
<br /> THENCE N89�4-8'28��W 277.OZ FEET; � � MERRILL CREEK PARKWAY �,
<br /> THENCE NO'1 1 32 E 20.OQ FEET; , Z
<br /> THENCE N89'48'28"W 300.00 FEET; o
<br /> THENCE SO'11'32"W 20.00 FEET;
<br /> �
<br /> THENCE N89°48'28"W 264.11 FEET TO A POINT OF CURVATURE; ��
<br /> THENCE A�ONG A CURVE TO THE LEFT HAVING A RADIUS OF 878.51 FEET THROUGH A CENTRAL ANGLE OF 5'30'27", FOR AN ARC 4 ' ���.
<br /> D I S T A N C E O F 8 4.4 5 F E E T T O A P OINT OF INTERSECTION WITH THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST � / � � �/� n
<br /> QUARTER OF SAID SECTION 10, SAID POWT OF CURVE BEING THE TERMINUS OF THE NORTH�RLY MARG�N OF SAID ROADWAY � S�RFACE �� �j�r r
<br /> PARKING �
<br /> EASEMENT; � ���
<br /> THENCE NO'S4'04"E ALONG SAID WEST LINE 366.96 FEET TO THE NORTH LINE OF THE SOUTHEAST QUAftTER OF THE SOUTHWEST �,.,o � , , � � L �
<br /> QUARTER OF. SAID ��SECTION 10; �_ � �p �� � ..���� .
<br /> THENCE S88 40 1 1 E ALONG SAID NORTH LINE 33 �� - ��- � '' ��
<br /> 4.86 FEET TO THE EAST LINE OF THE WEST HALF OF THE WEST HALF OF THE � +� +� � ,o-a,� �� � � � �
<br /> NC3RTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10; � � � �� '
<br /> THENCE NO'56'46"E ALONG SAID EAST LIN 79 � �� � ������ ^ �� � ��� �� �� "
<br /> E 2.01 FEET TO THE NORTH LINE OF THE SOUTH SIX ACRES OF SAID WEST HALF OF THE �� � _ _ ` -�il� ��
<br /> WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; "�"' f 4o-as o 1 - � �
<br /> � � �rv�.�.�-�,�
<br /> THENCE N88'40'1 1 "W RLONG SAID NORTH LINE 335.48 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST � �. N i //
<br /> \ '
<br /> QUARTER• � � � �----� ��r`r�` - � �
<br /> � � � � � ° �-� � -� Y����--�5� �-�, � �c.C���C.� �,
<br /> � � �
<br /> THENCE NO'S4'04"E ALONG SAID WEST LINE 528.68 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF TNE =+a-� �
<br /> � NORTHWEST QUARTER; T°°���� i _ 4o-s2 ;� N � Q � ( �I(�C �,___� �
<br /> THENCE N1'33'03"E ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 1323.23 FEET TO THE o,,a, o o ; v �
<br /> ,,;,y ,,,,,
<br /> NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF TNE NORTHWEST QUARTER; � o 0 0 4 0-� �
<br /> THENCE S88'39'22"E ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 999.54 FEET TO THE ` � � � i 40- �'" �+o-s7 --'�snrsr�w-�� {/// O ,�/ � � � /'� �,c
<br /> WEST LINE OF THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER• � � � � � 40-56 /� \ � D ' � '
<br /> i r� e V ,
<br /> THENCE N1'11 53 E ALONG SAID WEST LINE 1323.81 FEET TO THE NORTH LINE 0� SECTION 10, THENCE S88'41 '25"E ALONG SAID ,0..t2 , 4o-s2 � .
<br /> NORTH LINE 330.47 FEET, MORE OR LESS, TO THE NORTN QUARTER CORNER OF SAID SECTION 10, THENCE S88'41'17"E ALONG SAID � ` �ITE
<br /> � NORTH L4NE OF SECTION 10, A DISTANCE OF 1320.62 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE / ao-sa M � M � � LOG��►T��P� �'�, � �
<br /> NORTHEAST QUARTER OF SAID SECTION 10; � ,o� � � � � � 40-35 0-36 0-3� � Y
<br /> THENCE SO'55'48"W ALONG THE EAST LINE OF SAID NORTHWE5T QUARTER OF THE NORTHEAST QUARTER 1324.79 FEET TO THE T, � ���'�� VvN"�--�� �� l.������-C� �
<br /> � w-�ou- 40-53 �
<br /> SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; N � �- � � � --
<br /> THENCE S88'39'19"E 1324.1 1 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF ° ,a-�o,a o 0 0 0 0 0
<br /> � .� �- �- .� � ` � ,.�,�.�.-�
<br /> I SECTION 10; 40-51 � ' r �G` "V�j\�r�� �
<br /> ,�-� ( , � ) �� � �
<br /> d THENCE S88°05'18'E 2632.49 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF U TO EVERETT ---�-
<br /> SECTION 1 1 ; ,a,�o �-za �
<br /> THENCE 0'24'43"W 1325.82 FEET TO THE CENTER OF SAID SECTION 11; ° � �
<br /> �
<br /> THENCE SO'57'32"W ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAiD SECTION 11, A DISTANCE OF 2615.05 FEET TO � F� ���.�--; �l
<br /> F- f- ' LJ f- F- ' A-
<br /> THE NORTH MARGIN OF THE COUNTY ROAD; �- ; : : .�_5,. . �
<br /> � � , � �� Q
<br /> THENCE N87'41 13 W ALONG SAID ROAD MARGW 2635.63 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 26,398,936.70 ' � �
<br /> . .. �s-m �t a�-a��s-o4r
<br /> SQUARE FEET OR 606.0361 ACRES. "
<br /> AND ALSO THE NORTHEAST QUARTER OF SECTION 15 AND A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST la3 `�° � ��y
<br /> QUARTER OF SECTION 10, LYING SOUTH OF THE SOUTHERLY MARGIN 0� THE HEREINBEFORE MENTIONED AIR FORCE PROPERTY �19 O-�� ,,s_�(_
<br /> GRANTED TO SNOHOMISH COUNTY FOR ROAD PURPOSES, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A �� �• 02 � � 1 PLANNING DEPT. INSPECTION REQUIRED
<br /> PAINE FIELD 1•� iv �) A�'PROVED pR,1�0 TO REQUEST FQR FiNAL INSP€CTION
<br /> CONCRETE MONUMENT, SAID MONUMENT BEING THE CORNER COMMON TO SECTION 10, 1 1 , 14 AND 15, TOWNSHIP 28 NORTH, iob " '� 45-10 '�j� pLANNiNG & COMMUNITY � encin _Si ns
<br /> RANGE 4 EAST, W.M.; I �,�� ., .e. DEV�- '��ENT EPT. ti' Landscaping f 9 9
<br /> THENCE S1'06'18'W ALONG THE EAST LINE OF SECTION 15, A DISTANCE OF 30.00 FEET TO THE SOUTH MARGIN OF THE COUNTY � ;% �' � EnvironmentaUy Sensitive Area
<br /> ROAD AND THE TRUE POINT OF BEGINNING; ,'oB ��OND gv
<br /> � THENCE N88'53'28"W ALONG SAID ROAD MARGIN 1719.77 FEET TO AN INTERSECTION WITH A CURVE, THE RADIUS OF WHICH IS �°� � � ° DATE �a � �. � Other
<br /> I , � Contact: ��������
<br /> 858.51 FEET, AND WHOSE CENTER BEARS N9'51'40"E; �� 5 72� �' / (425) 257-8731 ext.
<br /> THENCE ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 50'19'52", FOR AN ARC DISTANCE OF 754.15 FEET TO A �� a � � 1/�� �
<br /> POINT OF TANGENCY; ��-
<br /> THENCE N29'48'28"W 140.85 FEET TO A POINT OF CURVATURE;
<br /> THENCE ALONG A CURVE TO THE LEF7 HAVING A RADIUS OF 778.51 FEET THROUGH A CENTRAL ANGLE OF 28°14-'53", FOR AN ARC N � N �iI N N � -
<br /> Q I S T A N C E O F 3 8 3.8 2 F E E T T O A P O I N T O N T H E W E S T L I N E O F T H E S O U T H E A S T Q U A R T E R O F S E C T I O N 1 0,
<br /> THENCE S1'04'51 "W ALONG SAID WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 10; 45-70
<br /> THENCE S1°04'15"W ALONG SAID WEST LINE 766.72 FEET TO THE QUARTER CORNER COMMON TO SECTIONS 10 AND 15; n��//�
<br /> THENCE S1'05'52"W 2641.66 FEET TO THE CENTER OF SECTfON 15; I I ' \
<br /> THEfVCE S88'45'43"E 2666.18 FEET TO THE EAST QUARTER CORNER OF SECTION 15;
<br /> THENCE N1'06'18"E ALONG THE EAST LINE OF SECTION 15, A DISTANCE OF 2617.66 FEET TO THE TRUE P�INT OF BEGINNING,
<br /> CONTAINING 7,272,724.41 SQUARE FEEi� OR 166.9587 ACRES.
<br /> HORIZONTAL DATUM: 10o TM srn�r SW
<br /> WASHINGTON STATE PLANE COORDINATES NORTH ZONE NAD 1983(91) AS PUBLISHED BY BOEING
<br /> VERTICAL DATUM:
<br /> NATIONAL AMERICAN VERTICAL DATUM 1988 (NAVD88) AS PUBL{SHED BY BOEING
<br /> VI C I �! ITY MAP �I
<br /> UTILITIES BASE MAPPING: SCALE: 1 "=1000' � `�
<br /> ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING
<br /> B U R I E D U TILI TI E S ARE SHOWN AS INDICATED BY RECORD
<br /> LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT-OUT DURING THE COURSE OF THE FIELD SURVEY BY
<br /> DUANE HARTMAN & ASSOCIATES, INC. (DHA). FOR THE FINAL LOCATION OF THE EX4STING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY
<br /> OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (800/424-5555).
<br /> TOPOGRAPHIC BASE MAPPING:
<br /> - G S�F
<br /> THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED ON NOVEMBER 1, 2008. , .
<br /> $_ • . �, � o� �vnsffr ,<6�
<br /> i • r � ��� r��� �
<br /> � � � � �
<br /> 13 REVISION RELEASE - 13 RZO JCS 01.15.16 ���
<br /> w
<br /> � ,�i �<a,2s � <v
<br /> 12 REVISION RELEASE - 12 RZO AWL 10.20.15 °� ��rsT�R� ti� �
<br /> 11 REVISION RELEASE - 11 RZO AWL 10.06.15 15 REVISION RELEASE - 15 RZO JCS O4.05.16 9 t �C@'@t SUI�e �sSIONAL ��� N
<br /> 10 REVISION RELEASE - 10 RZO AWL 09.08.15 14 REVISION RELEASE - 14 RZO JCS 03.08.16 R�nton, Washington 98057 ,�;
<br /> EXPIRES 9/4/lb �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED �arE ACCEPTABILITY RZO N �04.05.16 SUBTITLE CURRENT REv1510N SYMBOL DATE
<br /> CHECKED W2534622 � � 04.05.16 0
<br /> 0 ISSUE FOR CONSTRUCTION RZO MCS 06.20.14 5 REVISION RELEASE - 5 RZO MCS 11.07.14 THIS DESIGN AND/OR COVER SHE�T
<br /> SPECIFICATION IS APPROVED �� 04.05.16 SHEET �
<br /> 1 REVISION RELEASE - 1 RZO MCS 07.18.14 6 REVISION RELEASE - 6 RZ0 MCS 12.10.14 � APPROVED BY DEPT. DATE JCS O4.05.16 TITLE 40-58 �
<br /> 2 REVISION RELEASE - 2 RZO MCS 08.15.14 7 REVISION RELEASE - 7 RZO MCS 01.16.15 CHECKED �o
<br /> 3 . REVISION RELEASE - 3 RZO MCS 09.12.14 8 REV►SION RELEASE - 8 RZO MCS 02.20.15 APPROVED `TO-YARD JOB N0. W2534622 COMP N0. �
<br /> 4 �4EVISION RELEASE - 4 RZO MCS 10.1 a.14 9 REVISION RE�EASE - 9 RZQ AWL 04.13.15 APPROVED DWG N0. �
<br /> ' CIVIL MASTER EVERETT, WA 40-YD-0000
<br />
|