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SURVEY NOTES:
<br />1. BASIS OF BEARINGS IS THE WASHINGTON STATE PLANE
<br />COORDINATE SYSTEM, NAD 1983191, NORTH ZONE AS ESTABLISHED
<br />USING GPSIVRS TIES TO THE WASHINGTON STATE REFERENCE
<br />NETWORK.
<br />2. FIELD WORK WAS DONE IN JANUARY OF 2015 USING TRIMBLE R8
<br />GPS RECEIVERS, AND A SOKKIA SET 530 R3, THREE SECOND TOTAL
<br />STATION, WITH CLOSED TRAVERSE METHODS IN ACCORDANCE
<br />WITH W.A.C. 332-130.
<br />3. THE LEGAL DESCRIPTION AND ENCUMBRANCES SHOWN ARE PER
<br />CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NUMBER
<br />500012827, SUPPLEMENT NO. 2 DATED NOVEMBER 12, 2014,
<br />4. FOR ADDITIONAL INFORMATION, CORNER DETAILS, MEASUREMENTS
<br />AND OCCUPATION ALONG THE EXTERIOR BOUNDARY OF THIS
<br />PARENT PARCEL SEE THAT A.L.T.A. SURVEY DATED FEBRUARY2,
<br />2015, ON FILE WITH CHICAGO TITLE COMPANY OF WASHINGTON.
<br />5. THERE ARE NO VISIBLE STRUCTURES/BUILDINGS ON SITE AS OF
<br />THE DATE OF THIS BINDING SITE PLAN.
<br />(D FD. REBAR & CAP
<br />W/P.L.& #30450
<br />1.0' SOUTH
<br />0.5' WEST
<br />FD. 5/8" IRON ROD
<br />2.8' NORTH
<br />1.5' WEST
<br />OF CALC. CORNER
<br />POSITION
<br />© FD. REBAR & CAP
<br />W/P. L. S. #22688
<br />2.7' NORTH
<br />OF LINE
<br />© FD. 1 "IRON PIPE
<br />2.4' NORTH
<br />OF LINE
<br />® FD. REBAR & CAP
<br />W/P.L.S. #36812146317
<br />0.2' NORTH OF LINE
<br />© FD. REBAR & CAP
<br />W/P.L.S. #36812146317
<br />ON LINE
<br />© FD. REBAR & CAP W/P.L.S. #6434
<br />0.6' SOUTH 0.3' WEST
<br />FD. CONC. MON W/BRASS PLUG
<br />4.9' NORTH 1.1' WEST
<br />FD. REBAR & CAP W/P.L.S. #30450
<br />2.2' SOUTH 0.2' WEST
<br />OF CALC CORNER POSITION
<br />© FO. REBAR & CAP W/P. L. S. #16041
<br />1. 4' SOUTH 0.2' WEST
<br />OF CALC CORNER POSITION
<br />® FD. REBAR & CAP W/P.L.S. #14473
<br />0.4' NORTH 0.3' EAST
<br />FD. REBAR & CAP W/P.L.S. #30450
<br />1.2' SOUTH 0.7' WEST
<br />OF CALC CORNER POSITION
<br />�g FD. REBAR & CAP
<br />W/P. L. S. 1130450
<br />1. 1' SOUTH
<br />0.2' EAST
<br />OF CALC. CORNER
<br />POSITION
<br />® FD. REBAR & CAP
<br />W/P.L.S. #30450
<br />0.3' SOUTH
<br />0.3' WEST
<br />OF CALC. CORNER
<br />POSITION
<br />FD. REBAR & CAP
<br />W/P. L. S. #30450
<br />AT CALC. CORNER
<br />POSITION
<br />® FD. REBAR & CAP
<br />W/P.L.S. #18098
<br />AT CALC. CORNER
<br />POSI'70N
<br />© FD. REBAR & CAP
<br />W/P.L. S. 1118098
<br />ON LINE
<br />® FD. REBAR & CAP
<br />W/P.L.S. #18098
<br />AT CALC. CORNER
<br />POSITION
<br />W1/4 COR. SEC. 3-28-4
<br />CALC. POSITION PER R.O.S.
<br />BK. 29, PG. 246
<br />N88 °33'50"W
<br />1329.47'
<br />LINE TABLE
<br />LINE
<br />LENGTH
<br />BEARING
<br />L1
<br />54.26
<br />N8959'32"E
<br />L2
<br />88.12
<br />S8959'32"W
<br />L3
<br />50.19
<br />S8834'31 "E
<br />L4
<br />54.54
<br />S8834'31 "E
<br />L5
<br />18.44
<br />S46 25'29"W
<br />L6
<br />57.51
<br />N01'41'35"E
<br />L 7
<br />30.00
<br />N 71 '43'21 "E
<br />L8
<br />35.31
<br />N01'01'OS"E
<br />L9
<br />31.01
<br />S88°35'08"E
<br />L10
<br />119.08
<br />S88°14'13"E
<br />L11
<br />25.17
<br />S88 29'18"E
<br />L1
<br />LOT 5
<br />276,302 SF
<br />JO
<br />NfiA
<br />9 33487 LOO
<br />FGISTE�
<br />LAND
<br />© N8$°29'18"W
<br />LOT 4
<br />450,964 SF
<br />L2
<br />1
<br />W
<br />co
<br />0
<br />z
<br />N1/4 COR. SEC. 3-28-4
<br />CALC. POSITION PER R.O.S.
<br />BK. 29, PG. 246
<br />� m
<br />1319.Z3' e 665.2 1'
<br />N
<br />0
<br />0
<br />L5 S88'34'31 "E L6
<br />157.87'
<br />rn N N N
<br />Loco
<br />o
<br />N O
<br />c
<br />L3 L4
<br />N
<br />ell
<br />S88'20'46"E
<br />LOT 2
<br />295, f" " " r
<br />456.
<br />LEGEND:
<br />= FOUND QUARTER CORNER W/DESCRIPTION
<br />DOI= CALCULATED QUARTER CORNER POSITION
<br />= CALCULATED CENTER OF SECTION
<br />® = FOUND MONUMENT IN CASE W/DESCRIPTION
<br />Q = FOUND MONUMENT W/DESCRIPTION
<br />v-
<br />©� L8
<br />LOT 3
<br />410,595 SF
<br />16.08'
<br />85.55'
<br />R=195.00�
<br />L=153.77'
<br />A=45' 10'58"
<br />L10
<br />w
<br />00
<br />0�
<br />�o
<br />0
<br />z
<br />b)
<br />0
<br />m
<br />co
<br />O
<br />�n W
<br />N °
<br />LOT '1
<br />285,419 SF ^�
<br />°
<br />0
<br />R=55.00'
<br />L=160.13'
<br />6=166'49'02"
<br />0 1
<br />R=35.00'
<br />L=26.73' ��
<br />4=43 °4542" 0
<br />lq
<br />C63:
<br />N
<br />�
<br />to
<br />0
<br />M
<br />387.89'
<br />1269.47' o
<br />60, 00'
<br />S1/4 COR. SEC. 3-28-4
<br />FD. 3" ALUM CAP MON
<br />THE BOEING COMPANY
<br />W/P.L.S. #18098
<br />C AS T&DE d
<br />ENGINEERS -SURVEYORS
<br />W
<br />LEGAL DESCRIPTION:
<br />THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF
<br />SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST W.M., IN
<br />SNOHOMISH COUNTY WASHINGTON;
<br />EXCEPT THAT PORTION DEED TO THE CITY OF EVERETT UNDER
<br />RECORDING NUMBERS 1872524 AND 8904180075;
<br />TOGETHER WITH THAT PORTION, IF ANY, OF THE NORTH 330 FEET
<br />OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF
<br />SECTION 3, TOWNSHIP 28 NORTH, RANGE 4 EAST W.M., IN
<br />SNOHOMISH COUNTY, WASHINGTON, LYING WESTERLY OF SOUND
<br />AVENUE AND WESTERLY OF THE MONUMENTED PLAT OF BRIDLE
<br />PARK, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME
<br />16 OF PLATS, PAGE(S) 16 AND 17, RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON, AND LYING NORTHERLY OF THE PLAT OF
<br />KENILWORTH HILLS NO. 1, ACCORDING TO THE PLAT THEREOF
<br />RECORDED IN VOLUME 45 OF PLATS, PAGE(S) 138 AND 139, AS
<br />REVISED BY PLAT ALTERATION RECORDED IN VOLUME 50 OF
<br />PLATS, PAGES 229 AND 230, RECORDS OF SNOHOMISH COUNTY,
<br />WASHINGTON.
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />R=146.15'
<br />L=274.67'
<br />18=l07o4O'51
<br />FND 2" BRASS
<br />CAPPED MON IN
<br />CASE.
<br />(TYPICAL)
<br />C1/4 COR. SEC. 3-28-4
<br />CALC. POSITION PER R.O.S.
<br />BK. 29, PG. 246
<br />N88'33'50"W III 0
<br />2636.42'
<br />20' DRAINAGE EASEMENT
<br />PER REC. NO. 200611010760
<br />TOGETHER WITH THE RIGHT
<br />TO ENTER PROPERTY FOR
<br />TEMPORARY CONSTRUCTION
<br />PURPOSES.
<br />® 20' EASEMENT FOR
<br />VIEW CORRIDOR PER
<br />REC. NO'S 8410090004
<br />& 200904220307
<br />© 15' WATER LINE EASEMENT
<br />PER REC. NO. 200611160915
<br />AMENDED PER REC. NO.
<br />200802150258
<br />30' EASEMENT FOR
<br />INGRESS, EGRESS,
<br />AND UTILITIES PER
<br />REC. NO'S 8410090004
<br />& 200904220307
<br />W1/4 COR. SEC. 3-28-4
<br />CALC. POSITION PER R.O.S.
<br />BK. 29, PG. 246
<br />® 20' WATER LINE EASEMENT
<br />PER REC. NO. 200405060021
<br />® RIGHT TO MAKE NECESSARY
<br />SLOPES FOR CUTS AND FILLS
<br />ADJACENT TO ROAD RIGHT OF
<br />WAY IS GRANTED PER REC.
<br />NO. 8904180075
<br />© 7' EASEMENT FOR
<br />UNDERGROUND UTILITIES
<br />PER REC. NO. 8904180073
<br />® EASEMENT FOR ELECTRIC
<br />DISTRIBUTION SYSTEM PER
<br />REC. NO. 8908150035 COVERS
<br />EXISTING 60' ROAD R-O-W
<br />PLUS 7' ON EACH SIDE OF
<br />EXISTING POWER VAULT
<br />INDEX LOCATION
<br />SEC. 3, T.28N., R.4E., W.M.
<br />BINDING SITE PLAN
<br />LBG 33, LLC
<br />PORTION OF THE SE114 NW114 & SW114 NE114
<br />SECTION 3, T.28N,, R.4E., W.M.
<br />IISH COUNTY CITY OF EVERETT WASHING
<br />DWN BY DATE JOB NO.
<br />1320 N.W. MALL ST., SUITE 8 R'B®G®O'
<br />ISSAQUAH, WASHINGTON 98027 CHKD BY
<br />PHONE: 14251392-5351
<br />FAX: 14251392-4676 S. KI TZ
<br />812015
<br />SCALE
<br />1"z200'
<br />15002
<br />SHEET
<br />2 OF 2
<br />WoM
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