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9900 19TH AVE SE WINCO FOODS 2025-03-27
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9900 19TH AVE SE WINCO FOODS 2025-03-27
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Last modified
3/27/2025 1:11:38 PM
Creation date
4/4/2023 9:25:19 AM
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Address Document
Street Name
19TH AVE SE
Street Number
9900
Tenant Name
WINCO FOODS
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LEGAL DESCRIPTION <br />TOPOGRAPHIC & BOUNDARY <br />SURVEY <br />(PER DEED RECORDED UNDER AUDITOR'S FILE NUMBER <br />200810070336) <br />LOT A OF CITY OF EVERETT BINDING SITE PLAN NO, 003-98, <br />IA <br />RECORDING NO. 199910125001, BEING A PORTION OF THE <br />SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, <br />FOUND MON IN CASE <br />TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M. <br />V <br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. <br />BRASS DISK, DOWN 0.8' <br />V <br />7 <br />i <br />S OF BEARINGS <br />7 <br />=CENTERLINE <br />AVENUE S.E. <br />WEST PER R7 <br />EFERENCES <br />CONTROL MAP <br />N <br />N.T.S. <br />I <br />RL CITY OF EVERETT BINDING SITE PLAN N0. 003-98 <br />VERTICAL DATUM <br />NAVY 88 PER GAS OBSERVATIONS <br />N89'18'24"W 581.52' <br />SURVEYOR'S NOTES <br />--- <br />���(�� <br />�""`� <br />L THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN <br />�j� <br />z <br />MARCH OF 2020. THE FIELD DATA WAS COLLECTED AND <br />W <br />RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC <br />o <br />THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. <br />y. <br />U! <br />3 <br />WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN <br />N <br />w <br />Z) <br />FOR CONVENIENCE ONLY, DESIGN SHOULD RELY ON SPOT <br />z <br />ui <br />(n o <br />ELEVATIONS. <br />^� <br />g <br />} w <br />O <br />2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE <br />p'T <br />yl� <br />w OD <br />N <br />COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED. <br />h <br />t <br />z CID <br />4! <br />Q m <br />W rn <br />1THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS <br />n <br />n <br />N <br />m <br />Lu <br />DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY <br />H <br />2a2 <br />OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE <br />_ <br />F <br />F = <br />PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING <br />VARIABLE <br />CO i <br />I — <br />MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED <br />WIDTH <br />LLI <br />BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION <br />Cd y <br />W CE <br />SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL <br />V n <br />PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN <br />A=2 17 26" <br />'� <br />i ul <br />OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR <br />R=2540.00' <br />2 y <br />LLI <br />LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY <br />d LL <br />INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF <br />L=101.54' <br />LU <br />O <br />UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE <br />Cl) <br />CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE <br />z <br />0 w <br />SERVICE (800-424-5555). <br />N <br />y <br />4. SUBJECT PROPERTY TAX PARCEL NO. 280518-405,t <br />v w <br />LU <br />d <br />O <br />5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 423,7082 S.F. <br />ou <br />t< <br />F <br />(9.7 ACRES) <br />6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE <br />n h 1 <br />REPORT, EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST <br />P <br />THAT ARE NOT SHOWN HEREON. <br />Y <br />p <br />7. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD <br />4+ <br />MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND%�toW <br />TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS. <br />ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND <br />a <br />MEET THE STANDARDS SET BY WAC 332-130-090. <br />LOT A <br />4 <br />'b gSYdB 84 <br />LEGEND <br />I <br />ASPHALT SURFACE P❑ POWER METER <br />ZI <br />BUILDING PT POWER TRANSFORMER <br />p <br />p <br />�I <br />L L <br />0 a) W <br />�— CENTERLINE ROW 0 REBAR AS NOTED (FOUND) <br />4J <br />U <br />L CONCRETE SURFACE — $S— SEWER LINE <br />J <br />Or C C <br />M <br />RETAINING WALL O SEWER MANHOLE <br />> <br />—X 3C FENCE LINE (CHAIN LINK) <br />STORM MANHOLE <br />M <br />N <br />y <br />V FIRE DEPT CONNECTION <br />= <br />v <br />//i��'�� <br />N V 3 <br />0 <br /><H SIGN (AS NOTED) <br />4! <br />E3 t+ <br />L3 INLET (TYPE 1) <br />1 0 <br />m INLET (SOLID) —50— STORM GRAIN LINE <br />4% 0. <br />him CL <br />a 1p 0 LIGHT POLE SIZE TYPE �O TREE (AS NOTED) <br />m m <br />0 <br />O MONUMENT IN CASE (FOUND) m WATER GATE VALVE <br />N <br />—W— WATER LINE <br />N89DO5'3VW 1 <br />0 00 <br />PST [I POST <br />^' � <br />PH El POWER HAND HOLE WVN WATER VALVE <br />r------------------------ <br />--- <br />� <br />W v <br />I <br />Z <br />p <br />00 <br />!Vf <br />n <br />VICINITY MAP <br />N.T.S. <br />I <br />� J <br />a <br />N <br />uri <br />Everett Mall PLAZA SeealL� <br />t� <br />J <br />L) ri <br />G,ee'X <br />Y 't <br />I <br />■ 1 <br />0 Burley Or <br />527 <br />^� <br />h <br />C C <br />p <br />IianQ <br />yl <br />a <br />1 <br />454.37' <br />My'.°i- <br />� <br />111 <br />a <br />276.35' � <br />verett MallQ SITE„m <br />�) <br />I <br />O <br />00 <br />' ■ <br />100TH STD SE <br />PI BE <br />��_¢ <br />,X <br />( b 3 <br />N 891M,30' W 802.91' ¢ <br />�� <br />I 0X <br />JOB NUMBER: 200271 <br />-�-- �- <br />FOUND MON IN CASE <br />DATE: 03/06/2020 <br />AvennueSoutheast <br />,,,„SSEY$ <br />I <br />BRASS DISK, DOWN 1.2' <br />SN <br />CH <br />CHECKED <br />% <br />N <br />/ <br />SCALE N.T.S. <br />m <br />100m n s <br />REVISION HISTORY <br />w <br />a To]SI St SE <br />/ <br />STEEP SLOPE/BUFFER DISCLAIMER: <br />oanorzo <br />PIPE ELEv <br />aa, <br />THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR <br />Eisenhower <br />INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR <br />IDpnA Middle School <br />CONSTRUCTION. THE PITCH, LOCATION. AND EXTENT ARE BASED SOLELY ON OUR <br />GENERAL OBSERVATIONS ON SITE AND OUR CURSORY RENEW OF READILY AVAILABLE <br />527 <br />PUBLIC DOCUMENTS: AS SUCH, TERRANE CANNOT BE LABILE OR RESPONSIBLE FOR <br />THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY, <br />Costco WholesaleQ 103rtl St BE <br />THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WIN ANY SETBACKS OR <br />OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED <br />BY THE RENEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR. <br />SHEET NUMBER <br />1 OF 2 <br />
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