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<br /> BOEING COMMERCIAL AIRPLANES
<br /> GROUP
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<br /> "40-58BUILOING " SITEPACKAGE �a5- ���
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<br /> LEGAL DESCRIPTION OF BOEING EVERETT SITE �
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<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 0'50'00" EAST ALONG THE EAST UNE OF SECTION 10, A DISTANCE TO 30.00 FEET TO THE NORTH MARGIN OF THE COUNTY. BOEING ROAD AND THE TRUE POINT OFBEGINNING;
<br /> , EVERETT FACILITY it
<br /> THENCE N88'53'28'1N 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 PROPERTY OWNED BY THE U.S. GOVERNMENT (DEPARTMENT OF THE LV
<br /> AIR FORCE) AND GRANTED I EASEMENT TO SNOHOMISH MARGIN
<br /> COUNTYIUNDER AS MEWS FILE NO. 1062279 FOR ROAD PURPOSES, THE 3003 WEST CASINO ROAD
<br /> FOLLOWING COURSES DESCRIBE THE NORTHERLY MARGIN OF SAID ROAD EASEMENT;THENCE N1'06'32"E RADIAL TO THE CURVE 10.00 FEET; C
<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; CD
<br /> THENCE A A RADIALTO TO THE CURVE 10.00 FEET;
<br /> EVERETT WASHINGTON 98203
<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;. 'J
<br /> THENCE S47-56'34"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 /> DISTANCE OF 166.44 FEET TO THE POINT OF TANGENCY;
<br /> THENCE N29'48'28"w 140.85 FEET TO A POINT OF CURVATURE; M�y
<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 IL
<br /> DISTANCE OF 402.94 FEET; W
<br /> THENCE N33'18'03"E RADIAL TO THE CURVE 10.00 FEET;
<br /> THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 868.51 FEET THROUGH A CENTRAL ANGLE OF 17'30'00", FOR AN ARC 0CL
<br /> DISTANCE OF 265.27 FEET;
<br /> THENCE N15-48'03"E RADIAL TO THE CURVE 10.00 FEET; / O
<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 /�j/\\ ENGINEERED
<br /> DISTANCE OF 239.32 FEET TO THE POINT OF TANGENCY; ��//�o�\�' w_201 WETLANDS
<br /> THENCE N89'48'28"W 277.02 FEET; ��AIp X
<br /> THENCE NO'11'328"E 2770.00 FEET; /j/4/ IEIkFRLLL OREM PARKWAY �-�-
<br /> THENCE N89'48'28"W 300.00 FEET; of !/ s UJ
<br /> THENCE SO.11'32'W 20.00 FEET; \ _
<br /> THENCE N89-48'28"W 264.11 FEET TO A POINT OF CURVATURE; t� I ��
<br /> THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 878.51 FEET THROUGH A CENTRAL ANGLE OF 5'30'27", FOR AN ARC ^40 r.-------ji K///jCO
<br /> DISTANCE OF 84.45 FEET TO A POINT OF INTERSECTION WITH THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST /�/y/��
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<br /> QUARTER OF SAID SECTION 10, SAID POINT OF CURVE BEING THE TERMINUS OF THE NORTHERLY MARGIN OF SAID ROADWAY 1I ///p // ;.
<br /> HENCENT; f �/��/
<br /> QUATHENCE NOF SAID E OG SAID WEST LINE 36fi.96. FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST "..,/i@
<br /> QUARTER OF SAID SECTION 10; l
<br /> THENCE S88'40'11"E ALONG SAID NORTH LINE 334.86 FEET TO THE EAST LINE OF THE WEST HALF OF THE WEST HALF OF THE I /�.ry.
<br /> NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10; JJJ �i•, 7 'C " (1
<br /> THENCE NO.56'46"E ALONG SAID EAST LINE 792.01 FEET TO THE NORTH LINE OF THE SOUTH SIX ACRES OF SAID WEST HALF OF THE y"r E /�////�
<br /> WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; N. l // C-, 40-89
<br /> THENCE N88-THENCERNO54'041E ALONGGSAIDiD NORTH LINE WEST UNE 528.684F8 FEET EET TO O THE WEST LINE OF THE NORTHEAST QUARTER OF THE THESOUTHWEST CORNER OF THE SOUTHEAST QUARTER OFOTHEWEST �, \anx- / l / _-1_,._ 92 (R_ '\
<br /> QUARTENORTHWEST QUARTER; 14 ///// //� ,_ I IC a
<br /> THENCE NI.33'03"E ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 1323.23 FEET TO THE ;,L1"I %/% ��•�• �� s 5
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<br /> NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; - /� / y,� F-*Il
<br /> THENCE S88'39'22"E ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 999.54 FEET TO THE I / ,1 /, �� (�� 4a az --WEST LINE OF THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER; �E_. I �j iti(y ��i
<br /> THENCE N1'11'53"E ALONG SAID WEST LINE 1323.81 FEET TO THE NORTH LINE OF SECTION 10, THENCE S88-41'25"E ALONG SAID VOW U( I
<br /> NORTH LINE 330.47 FEET, MORE OR LESS, TO THE NORTH QUARTER CORNER OF SAID SECTION 10, THENCE S88-41'17"E ALONG SAID K-�'3L� ,�. SITE
<br /> NORTH LINE OF SECTION 10, A DISTANCE OF 1320.62 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE 1' - 8��®11 ..J....� - LOCATION E
<br /> NORTHEAST QUARTER OF SAID SECTION 10; E -10_-_, D - -
<br /> THENCE SO'55'48"W ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER 1324.79 FEET TO THE �i ill r
<br /> SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; - a .R,.. a _ l j
<br /> THENCE S88-39'19"E 1324.11 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF ' g g ■E� [ , •
<br /> SAID SECTION 10; - I.,
<br /> THENCE S88-05'18'E 2632.49 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF �� I L u '/ \ . TO EVEBerr _
<br /> SECTION 11; :����� �����
<br /> THENCE 0-24'43"W 1325.82 FEET TO THE CENTER OF SAID SECTION 11; �' �� � - - '
<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
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<br /> THE NORTH MARGIN OF THE COUNTY ROAD; ! _ � ��
<br /> THENCE N8741'13"W ALONG SAID ROAD MARGIN 2635.63 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 26,398,936.70 i�* _~I
<br /> SQUARE FEET OR 606.0361 ACRES. �_- I� -
<br /> AND ALSO THE NORTHEAST QUARTER OF SECTION 15 AND A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
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<br /> �ill•� ����
<br /> �I�.. DRAWING INDEX
<br /> QUARTER OF SECTION 10, LYING SOUTH OF THE SOUTHERLY MARGIN OF THE HEREINBEFORE MENTIONED AIR FORCE PROPERTY j�]
<br /> GRANTED TO SNOHOMISH COUNTY FOR ROAD PURPOSES, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A - i* � 100%EARLY SITE
<br /> CONCRETE MONUMENT, SAID MONUMENT BEING THE CORNER COMMON TO SECTION 10, 11, 14 AND 15, TOWNSHIP 28 NORTH, PANE FIELDITC , 30%EARLY 60%EARLY 90%EARLY WORK PACKAGE
<br /> RANGE 4 EAST, W.M.; I -�_ SITE WORK SITE WORK SITE WORK
<br /> � = DRAWING NUMBER DRAWING TITLE ISSUE FOR
<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 '- PACKAGE PACKAGE PACKAGE CONSTRUCTION
<br /> ROAD AND THE TRUE POINT OF BEGINNING; 04.25.14 05.09.14 (06.20.14)
<br /> " ( ) ( ) (05.30.14)
<br /> THENCE N88-53'28"W ALONG SAID ROAD MARGIN 1719.77 FEET TO AN INTERSECTION WITH A CURVE, THE RADIUS OF WHICH IS I �� .// �%
<br /> 858.51 FEET, AND WHOSE CENTER BEARS N9'51'40"E; �/ L® 4amED COVER SHEET x x x
<br /> THENCE ALONG SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 50'19'527, FOR AN ARC DISTANCE OF 754.15 FEET TO A I , sl I .,I I %' -I 40YD-C220 OVERALL PAVINSHUN x
<br /> POINT OF TANGENCY; I �� 00r0-C220-20 PAVING PLAN X
<br /> THENCE N29-48'28"W 140.85 FEET TO A POINT OF CURVATURE;
<br /> THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 778.51 FEET THROUGH A CENTRAL ANGLE OF 28'14'S3", FOR AN ARC 'I -I :I '_1 1 ` -I KI a J 40,0,22030 PAVING PLAN X
<br /> DISTANCE OF 383.82 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 10; '' �� 4o-VUC220.3S PAVING PLAN - X
<br /> THENCE S1104'51"W ALONG SAID WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 10; ^r /� 45_vD 4avo-Czzaas PAVING PLAN X
<br /> THENCE S1-04'15"W ALONG SAID WEST LINE 766.72 FEET TO THE QUARTER CORNER COMMON TO SECTIONS 10 AND 15; / 40-YD-C22P61 PAS/LNG PLAN THENCE S1'05'52"W 2641.66 FEET TO THE CENTER OF SECTION 15; x
<br /> THENCE S88'45'43"E 2666.18 FEET TO THE EAST QUARTER CORNER OF SECTION 15; 40-VD-C220-02 PAVING PLAN X
<br /> THENCE N1'06'18"E ALONG THE EAST LINE OF SECTION 15, A DISTANCE OF 2617.66 FEET TO THE TRUE POINT OF BEGINNING, 40-11P52 GENERAL Nobs x
<br /> CONTAINING 7,272,724.41 SQUARE FEET OR 166.9587 ACRES. - \ fa.ff,......
<br /> TM $" 40-ro-sz" GENERAL NOTES X
<br /> 40-rD-S280 CONCRETE DETAILS X X
<br /> 40-rD-5281 CONCRETE DETAILS X X
<br /> HORIZONTAL DATUM: 40-VD.S282 CONCRETE DETAILS X x
<br /> WASHINGTON STATE PLANE COORDINATES NORTH ZONE NAD 1983(91) AS PUBLISHED BY BOEING ao-msza8 CONCRETE DETAILS x
<br /> x x
<br /> VICINITY MAP N
<br /> VERTICAL DATUM: 4aroszen CONCRETE DETAILS %
<br /> NATIONAL AMERICAN VERTICAL DATUM 1988 (NAVD88) AS PUBLISHED BY BOEING SCALE: 1"=1000' - 1 ao-rusaso ENLARGED STAIR PLAN X
<br /> UTILITIES BASE MAPPING:
<br /> ALL EXISTING UTILITIES SHOWN HEREIN ARE TO.BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL
<br /> EXISTING FEATURES INCLUDING BURIED UTILITIES 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 EXISTING UTILITIES IN AREAS CRITICAL TO . . _
<br /> CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (800/424-5555).
<br /> TOPOGRAPHIC BASE MAPPING: ) M Tom° V'�a'•
<br /> THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED - - TO
<br /> ON NOVEMBER 1, 2008.
<br /> f /Ld 4
<br /> 900 SW 16th Street Suite 307 -A 4.t> d u -
<br /> Renton,Washington 98057 �SsjoxAti
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<br /> STM REVISION BY APPROVED DATE SYM REVISION BY APPREMED DATE DRAWN DALE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> _ ACCEPTABILITY PAS 05.30.14
<br /> B.
<br /> ISSUE FOR PERMIT-90% RZO MCS 05.30.14 THIS DESIGN AND/OR CHECKED COVER SHEET W2534622 A 05.30.14
<br /> SPECIFlCA710N IS APPROVED MCS 05.30.14 SHEET n
<br /> BOEJ4VGc?1..._ -` 1NGINEEK TTE CO
<br /> APPROVED BY DEPT. DATE MCS 05.30.14 40-58
<br /> CHECKED
<br /> APPROVED 40-YARD JOB NO. W2534622 COMP NO, 40
<br /> _ APPROVED CIVIL MASTER EVERETT, WA DwG Na 40-YD-0000 ti
<br />
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