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Plan Check �o.: B1405-048
<br /> Job Address: 3003 W CASINO RD 40-58 r�
<br /> Owner: BOEING COMPANY �
<br /> Tenant: [TenName]
<br /> Application Date: 5/30/2014
<br /> Proposed Use: MFG �
<br /> Type of work;/RET WALLS, PED TUNNEL-BOE
<br /> Office Se� (/ Job Se Fire/Planning Se �
<br /> Reviewed For Permit: Date:�O� ' By. � �
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<br /> LEGAL DESCRIPTION OF BOEING EVERETT SITE �
<br /> BEGINNING AT A CONCRETE MONUMENT, SAID MONUMENT BEING THE CORNER COMMON TO SECTIONS 10, 1 1 , 14, AND 15, TOWNSHIP � �
<br /> 28 NORTH, RANGE 4 EAST, W.M.; -�
<br /> THENCE 0°50'00" EAST ALONG THE EAST LINE OF SECTION 10, A DISTANCE TO 30.00 FEET TO THE NORTH MARGIN OF THE COUNTY �
<br /> ROAD AND THE TRUE POINT OF BEGINNING; � TT I L I T Q
<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 PROPERTY 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 OF SAID ROAD EASEMENT; � � \
<br /> - THENCE N1°06'32"E RADIAL TO THE CURVE 10.00 FEET; Q S O
<br /> �
<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 O
<br /> DISTANCE OF 255.91 FEET; (�
<br /> THENCE N19°56'35"E RADIAL TO THE CURVE 10.00 FEET� R ETT VVA H I N T � � U � �
<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 EV E V �
<br /> DISTANCE OF 375.56 FEET; � �-
<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;
<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 W
<br /> DISTANCE OF 402.94 FEET; �
<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
<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 ENGINEERED
<br /> DISTANCE OF 239.32 FEET TO THE POINT OF TANGENCY; ao-2o, W��NDS �o LL
<br /> THENCE N89°48'28"W 277.02 FEET; MERRILL CREEK PARKWAY o W
<br /> THENCE NO°11 '32"E 20.00 FEET; �
<br /> THENCE N89°48'28"W 300.00 FEET; o
<br /> �
<br /> THENCE SO°11 '32"W 20.00 FEET;
<br /> THENCE N89°48'28"W 264.11 FEET TO A POINT OF CURVATURE;
<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
<br /> DISTANCE OF 84.45 FEET TO A POINT OF INTERSECTION WITH THE WEST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST �.
<br /> QUARTER OF SAID SECTION 10, SAID POINT OF CURVE BEING THE TERMINUS OF THE NORTHERLY MARGIN OF SAID RQADWAY S�RFA�E
<br /> PARKING
<br /> EASEMENT;
<br /> THENCE NO°54'04"E ALONG SAID WEST LINE 366.96 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST �No �.
<br /> QUARTER OF SAID SECTION 10; �N� ��
<br /> THENCE S88°40'1 1 "E ALONG SAID NORTH LINE 334.86 FEET TO THE EAST LINE OF THE WEST HAL� OF THE WEST HALF OF THE ��,'0-" �
<br /> NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10;
<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 � �
<br /> WEST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; 40-88 0
<br /> THENCE N88°40'11 "W ALONG SAID NORTH LINE 335.48 FEET TO THE WEST LINE OF THE NORTHEAST QUARTER OF THE SOUTHWEST
<br /> QUARTER; � � � ��
<br /> THENCE NO°54'04"E ALONG SAID WEST LINE 528.68 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF THE TOOL STORAGE _30 4o-sz °� � N
<br /> NORTHWEST QUARTER; o,�„ _ � o 0
<br /> THENCE N 1°33'03"E ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 1323.23 FEET TO THE P „� �., �, � 4 0
<br /> NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER; � � � .- 40-
<br /> THENCE S88°39'22"E ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER 999.54 FEET TO THE � � � i ao-s�
<br /> WEST LINE OF THE EAST HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER; � � tz40-56 ' 40_82 �
<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 SITE
<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 �
<br /> NORTH LINE OF SECTION 10, A DISTANCE OF 1320.62 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE `b_54 o i' � M i' � LOCATION
<br /> NQRTHEAST QUARTER OF SAID SECTION 10; +�-� o 0 0 0 0 40-35 40-36 40-3�
<br /> v � � �- � � �
<br /> THENCE SO°55'48"W ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER 1324.79 FEET TO THE 'd-'07A 40-53
<br /> SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER; a N N N N N N �
<br /> THENCE S88'39'19"E 1324.11 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF 40-301B � � � o 0 0 ( J
<br />� SAID SECTION 10;
<br /> 40-51
<br /> THENCE S88°05'18'E 2632.49 FEET TO THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF ,� �� '0-Z° ,�_z9 U TO EVERETT -.- }
<br /> SECTION 1 1 ;
<br /> THENCE 0°24'43"W 1325.82 FEET TO THE CENTER OF SAID SECTION 1 1 ; � � .
<br /> THENCE SO°57'32"W ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 1 1 , A DISTANCE OF 2615.05 FEET TO �- F- F- • [5 F- F- '
<br /> � �5-51.
<br /> THE NORTH MARGIN OF THE COUNTY ROAD; 193 ' ' �-�
<br /> THENCE N87°41 '13"W ALONG SAID ROAD MARGIN 2635.63 FEET TO THE TRUE POINT OF BEGINNING, CONTAINING 26,398,936.7Q 102 . .. +s-o, - �-o3�s-o4 '
<br /> SQUARE FEET OR 606.0361 ACRES. � �20
<br /> AND ALSO THE NORTHEAST QUARTER OF SECTION 15 AND A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST 103. ' ' DRAWING INDEX
<br /> 119
<br /> QUARTER OF SECTION 10 LYING SOUTH OF THE SOUTHERLY MARGIN OF THE HEREINBEFORE MENTIONED AIR FORCE PROPERTY 104 a � _
<br /> GRANTED TO SNOHOMISH COUNTY FOR ROAD PURPOSES, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A .18: s_oz � 100% EARLY SITE
<br /> PAINE FIELD 10 � ,�� 30% EARLY 60% EARLY 90% EARLY WORK PACKAGE
<br /> CONCRETE MONUMENT, SAID MONUMENT BEING THE CORNER COMMON TO SECTION 10, 1 1 , 14 AND 15, TOWNSHIP 28 NORTH, 106 � � 45-10 `�� DRAWING NUMBER DRAWING TITLE SITE WORK SITE WORK SITE WORK ISSUE FOR
<br /> RANGE 4 EAST, W.M.; lo, . .d. PACKAGE PACKAGE PACKAGE
<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 � � / 04.25.14) (05.09.14) (05.30.14) CONSTRUCTION
<br /> ROAD AND THE TRUE POINT OF BEGINNING; .108 _ � � �
<br /> POND
<br /> 06.20.14
<br /> THENCE N88°53'28"W ALONG SAID ROAD MARGIN 1719.77 FEET TO AN INTERSECTION WITH A CURVE, THE RADIUS OF WHICH IS Z��°' S ,2� ° � 40-YD-CO COVERSHEET x x x
<br /> 858.51 FEET, AND WHOSE CENTER BEARS N9°51 40 E;
<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 202 A N � N 40-YD-C220 OVERALLPAVINGPLAN x
<br /> POINT OF TANGENCY; 40-YD-C220-29 PAVING PLAN x
<br /> THENCE N29°48'28"W 140.85 FEET TO A POINT OF CURVATURE; � < h m �, 0 40-YD-C220-30 PAVINGPL4N x
<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 � N � � � � � N N
<br /> DISTANCE OF 383.82 FEET TO A POINT ON THE WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 10� 40-YD-C220-35 PAVING PLAN x
<br /> THENCE S1°04'S1 "W ALONG SAID WEST LINE OF THE SOUTHEAST QUARTER OF SECTION 10; 45-70 40-YD-C22036 PAVINGPLAN x
<br /> THENCE S1'04'15"W ALONG SAID WEST LINE 766.72 FEET TO THE QUARTER CORNER COMMON TO SECTIONS 10 AND 15; n i' \
<br /> 40-YD-C220-41 PAVING PU1N X
<br /> THENCE S1°05'52"W 2641 .66 FEET TO THE CENTER OF SECTION 15;
<br /> THENCE S88°45'43"E 2666.18 FEET TO THE EAST QUARTER CORNER OF SECTION 15; aav�czzo-az 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-YD-S2 GENERALNOTES x
<br /> CONTAINING 7,272,724.41 SQUARE FEET OR 166,9587 ACRES. 40-YD-S2a GENERALNOTES x
<br /> ioo ni srRe�r s.w.
<br /> 40-YD-S280 CONCRETE DETAILS X X
<br /> 40-YD-5281 CONCRETE DETAILS X X
<br /> HORIZONTAL DATUM: 4o-vo-szsz CONCRETEDETAILS X X
<br /> WASHINGTON STATE PIANE COORDINATES NORTH ZONE NAD 1983(91) AS PUBLISHED BY BOEING VI C N TY MAP 40-YD-S283 CONCRETEDETAILS x x
<br /> 40-YD-S284 CONCRETE DETAILS X X
<br /> VERTICAL DATUM:
<br /> NATIONAL AMERICAN VERTICAL DATUM 1988 (NAVD88) AS PUBLISHED BY BOEING SCALE: 1 "=1000� 40-YD-S450 ENLARGEDSTAIRPLAN x
<br /> UTILITIES BASE MAPPING:
<br /> ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL � J �
<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). G�N S
<br /> �����F WASfj f�A�
<br /> TOPOGRAPHIC BASE MAPPING: t n�'c �ck � Q
<br /> THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED t 10� �n�4� T
<br /> �
<br /> ON NOVEMBER 1 , 2008. � � � �
<br /> � . �' � , 4�2�e �
<br /> � r �, 9�0 SW � 6th Street Su�te 3a� �.�� 1��5T�g �,�� ¢
<br /> Renton, Washir��tan 9�Q57 sSIONAL �� o
<br /> �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY PAS N �05.30.14 SUBTITLE CURRENT REVISION SYMBOL DATE o
<br /> THIS DESIGN AND OR �HE�KEo - COVER SHEET W2534622 A 05.30.14 \
<br /> A ISSUE FOR PERMIT - 90% RZ0 MCS 05.30.14 � �
<br /> SPECIFICATION IS APPROVED MCS 05.30.14 SHEET
<br /> , • �� � NG NE R TITLE 40-58 �
<br /> APPROVED BY DEPT. DATE MCS 05,30.14 �O �-
<br /> CHECKED
<br /> 40 YARD `�
<br /> APPROVED � JOB N0. COMP N0. �
<br /> W2534622 �
<br /> APPROVED CIVIL MASTER EVERETT, Wq °wc No. 40-YD-0000
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