|
SURVEY NOTES:
<br />t
<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 />In r-
<br />5. THERE ARE NO VISIBLE STRUCTURES)BUILDINGS ON SITE AS
<br />THE DATE OF THIS BINDING SITE PLAN.
<br />Q FD. REBAR & CAP
<br />® FD. REBAR & CAP Wj
<br />W/P.L.S. #30450
<br />0.4' NORTH 0.3' EAS7
<br />1.0' SOUTH
<br />FD. REBAR & CAP W,
<br />0.5' WEST
<br />1.2' SOUTH 0.7' WEST
<br />FD. 5/8" IRON ROD
<br />OF CALC CORNER P0:
<br />2.8' NORTH
<br />1.5' WEST
<br />09 FD. REBAR &CAP
<br />OF CALC. CORNER
<br />S S. #3045011
<br />1. 1' SOUTH
<br />POSITION
<br />0.2' EAST
<br />FD. REBAR & CAP
<br />OF CALC. CORNER
<br />W/P. L. S. #22688
<br />POSITION
<br />2.7' NORTH
<br />FD. REBAR & CAP
<br />®
<br />OF LINE
<br />W/P.L.S. #30450
<br />® FD. 1 " IRON PIPE
<br />0.3' SOUTH
<br />2.4' NORTH
<br />0.3' WEST
<br />OF LINE
<br />OF CALC. CORNER
<br />® FD. REBAR & CAP
<br />POSITION
<br />W/P. L. S. #36812146317
<br />1 FD. REBAR & CAP
<br />0.2' NORTH OF LINE
<br />W/P.L.S. #30450
<br />AT CALC. CORNER
<br />© FD. REBAR & CAP
<br />POSITION
<br />W/P. L. S. #36812146317
<br />FD. REBAR & CAP
<br />ON LINE
<br />W/P.L.S. #18098
<br />Q FD. REBAR & CAP W/P.L.S. #6434
<br />AT CALC. CORNER
<br />0.6' SOUTH 0.3' WEST
<br />POSITION
<br />FD. CONC. MON W/BRASS PLUG
<br />'
<br />FG. REBAR & CAP
<br />4.9' NORTH 1.1 WEST
<br />W/P. L. S. #18098
<br />FD. REBAR & CAP W/P.L.S. #30450
<br />ON LINE
<br />2.2' SOUTH 0.2' WEST
<br />OF CALC CORNER POSITION
<br />FD. REBAR & CAP
<br />© FD. REBAR &CAP W/P.L.S. #16041
<br /># 18098
<br />AT CALC.CORNER
<br />1.4' SOUTH 0.2' WEST
<br />POSITION
<br />OF CALC CORNER POSITION
<br />W1 /4 COR. SEC.
<br />CALC. POSITION F
<br />BK. 29, PG. 246
<br />LINE TABLE
<br />LINE
<br />LENGTH
<br />BEARING
<br />L1
<br />54.26
<br />N89'59'32"E
<br />L2
<br />88.12
<br />S89 59'32"W
<br />L3
<br />50.19
<br />S8834'31 "E
<br />L4
<br />54.54
<br />S88'34'31 "E
<br />L5
<br />18.44
<br />S46 25'29"W
<br />L6
<br />57.42
<br />N01'41'35"E
<br />L7
<br />30.00
<br />N71 °43'21 "E
<br />L8
<br />35.31
<br />N01 °01'08"E
<br />L 9
<br />31.01
<br />S88 35'08 "E
<br />L10
<br />59.73
<br />S88°14'13"E
<br />Lll
<br />47.96
<br />S55°41'00"E
<br />L 12
<br />34.95
<br />S34 °19'00 "E
<br />L13
<br />25.17
<br />S88 29'18"E
<br />N 1 /4 COR. SEC. 3-28-4
<br />CALC. POSITION PER R.O.S.
<br />BK. 29, PG. 246 ,
<br />THE BOEING COMPANY
<br />W/P. L. S. #18098
<br />LEGEND:
<br />IN4 = FOUND QUARTER CORNER W/DESCRIPTION
<br />= CALCULATED QUARTER CORNER POSITION
<br />= CALCULATED CENTER OF SECTION
<br />® = FOUND MONUMENT IN CASE W/DESCRIPTION
<br />Q = FOUND MONUMENT W/DESCRIPTION
<br />ENGINEERS -SURVEYORS
<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 PL AT 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 />" BRASS
<br />D MON IN
<br />AL)
<br />20' DRAINAGE EASEMENT
<br />PER REC. NO. 200611010760
<br />TOGETHER MT H 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 UTILITES PER
<br />REC. NO'S 8410090004
<br />& 200904220307
<br />EC. 3-28-4
<br />9N PER R. 0. S.
<br />246
<br />GRAPHIC SCALE
<br />200 0 200 400
<br />( IN FEET )
<br />1 inch = 200 ft.
<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 />EXIS17NG 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 />P),
<br />BINDING SITE PLAN
<br />LBG 38, LLC
<br />PORTION OF THE SE114 NW114 & SW114 NE114
<br />SECTION 3, T.28N., RAE,, W.M.
<br />SNOHOMISH COUNTY CITY OF EVERETT WASHING
<br />DWN BY DATE JOB NO.
<br />I All Las_ 1320 N.W. MALL ST., SUITE B R.RC�GD®i� 1'�/®�� �����
<br />ISSAQUAH, WASHINGTON 98027 CHKD BY SCALE SHEET
<br />PHONE. 14251392-5351 ,y
<br />FAX: [4251392-4676 S. KIT�Z _ 1 =200 OF 2®
<br />
|