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L.EG ND <br />0 MONUMENT IN CASE (AS NOTED) <br />0 FOUND SURVEY MARKER (AS NOTED) <br />0 SEWER MANHOLE <br />COO CLEAN OUT <br />® CATCH BASIN <br />® CATCH BA5IN TYPE 2 <br />® STORM DRAIN MANHOLE <br />FIRE HYDRANT <br />0 WATER METER <br />as WATER VALVE <br />D4 IRRIQATION CONTROL VALVE <br />® WATER BLOW OFF <br />UTILITY POLE <br />LIQHT POLE <br />F-- UTILITY POLE ANCHOR <br />® PAD MOUNTED TRANSFORMER <br />® POWER METER <br />Gv <br />M QA5 VALVE <br />0 QA5 METER <br />MAILBOX <br />51QN <br />® COMMUNICATION RI5ER <br />0 POWER JUNCTION BOX <br />X FENCE (TYPE NOTED) <br />-55- SANITARY SEWER <br />-5D- STORM DRAIN <br />-P- OVERHEAD UTILITIES <br />-UQP- UNDERQROUND UTILITIES <br />-W- WATER <br />-Q- QA5 <br />ASPHALT <br />;4 CONCRETE <br />CB TYPE 2 <br />RIM=561.72 <br />I6.=550.02 (10"CPP E) <br />IE=550.20 (10"CPP W) <br />IE=550.15 (0"CMP 5) <br />I (� CB TYPE i <br />lJ RIM=561.10 <br />0 IE=550.10 (12"CMP W/CAP N) <br />M❑ <br />15 14 <br />7 <br />22 23 <br />CONO MC1P1-'W+/� <br />COPPER PLUQ <br />IN CASE <br />C8 TYPE i <br />RIM=563.95 <br />IE=560.92 (0"PVC E) <br />IE=560.91 (0"PVC 5) <br />CB TYPE 1- <br />RIM=562.35 <br />IE=559.96 (0"PVC N) <br />CB TYPE 1 - <br />RIM=563.23 <br />IE=561.00 (12"PVC W) <br />IE=560.93 (6"PVC N) <br />N END NOT FOUND <br />CB TYPE 1- <br />RIM=561.67 <br />IE=559.33 (0"PVC 5) <br />IE=559.40 (0"PVC N) <br />IE=559.66 (6"PVC NE) <br />CB TYPE 1 <br />RIM=561.46 <br />IE=550.65 <br />(12"PVC W) <br />IE=550.57 <br />(0"PVC 5E) <br />IE=550.55 <br />(4"PVC NE) <br />IE=550.66 <br />(0"PVC N) <br />CB TYPE 1 <br />RIM=561.79 <br />IE=559.10 <br />(12"PVC W) <br />IE=559.09 <br />(12"PVC E) <br />CB TYPE 1 <br />RIM=560.41 <br />IE=556.06 <br />(10"CPP E) <br />IE=557.30 <br />(10"CPP W) <br />FOUND CONC MON W/ 3" <br />BRA55 D15C W/ X <br />"L5A 22969" <br />CB TYPE 2 - <br />RIM=560.74 <br />IE=557.56 <br />(10"CPP W) <br />IE=557.61 <br />(10"CPP E) <br />IE=557.66 <br />(6"CMP 5E) <br />CB TYPE 1- <br />RIM=560.20 <br />IE=550.00 <br />(6"CMP NW) <br />FOUND CONC MON W/ 2" <br />BRA55 015C W/ PUNCH <br />"PAINE FIELD BOUNDARY <br />21599" <br />SD 5D <br />Z <br />N00010151"W 2637.55' <br />_5 <br />- P <br />CB TYPE 1 <br />RIM=563.39 <br />IE=560.76 (0"PVC 5) <br />IE=560.67 (0"PVC E) <br />100TH Smarr ma r S.W. <br />55 55 55 SS <br />�---- P P - <br />55M H <br />RIM=559.00 <br />12"E,W&5 <br />IE CTR CHNL=547.70 <br />CB TYPE 1 <br />RIM=550.72 <br />IE=556.37 (12"CMP 5W) <br />IE=556.34 (12"CMP E) <br />CB TYPE 1 <br />RIM=562.43 FOUND CONC MON W/ 3" <br />IE=560.30 (0"PVC W) BRA55 015C W/ X <br />IE=560.33 (0"PVC 55E) "L5A 22969" <br />---� <br />FENCE CORNER <br />0.6' E, 0.9' 5 OF <br />CORNER <br />o <br />.r <br />SD 5D 5D <br />b P SP 5P 6 <br />CB TYPE. <br />1 <br />RIM=556.05 <br />IE=554.39 <br />(12"CMP W) <br />IE=554.41 <br />(12"CMP E) <br />IE=554.41 <br />(S"CPP 5) <br />CB TYPE <br />I <br />RIM=556.37 <br />IE=554.59 <br />(0"CPP N) <br />SHEET 1 Or- 1 <br />`~-CB TYPE 1 <br />RIM=560.55 <br />IE=557.31 (0"PVC 5) <br />IE=557.47 (6"PVC W) <br />IE=557.37 (e"PVC NW) <br />Lo <br />Ln IE=557.47 (6"PVC NE) <br />uJ <br />CO <br />0 <br />O <br />0 <br />z <br />CB TYPE I <br />RIM=561.36 <br />1E=556.92 (0"PVC 5) <br />IE=556.96 (0"PVC N) <br />FENCE CORNER <br />0.0' E OF LINE <br />C13 TYPE 1 <br />RIM=556.05 <br />IE=553.90 (12"PVC N) <br />IE=553.45 (18"CPP W) <br />IE=553.30 (10"CPP E) <br />IE=553.73 00"CPP 5) <br />CB TYPE 1 <br />RIM=556.03 <br />IE=554.20 (0"CPP N) <br />7' PUD EASEMENT <br />AFN 9611250137 <br />FOLLOWS A5-BUILT LINE <br />10' NATURAL QA5 <br />EASEMENT <br />AFN 9612310124 /- CB TYPE 1 <br />FOLLOWS A5-BUILT LINE RIM=555.62 <br />IE=553.72 (6" UNKNOWN 5) <br />5 END NOT FOUND <br />/� FOUND CONC MON W/ 3" <br />BRA55 DI5C W/ X <br />-' L� 229- 69"- � -- --- IE=551.56 (10"CPP W) <br />909.00' s <br />- 50- <br />55 P P <br />CB TYPE 1 <br />RIM=554.64 <br />IE=552.41 (12"CMP W) <br />IE=552.40 (12"CMP E) <br />IE=552.49 (8"CPP 5) <br />CB <br />TYPE 1 <br />RIM=554.11 <br />IE=552.61 <br />(0"CPP <br />N) <br />55MH <br />RIM=553.64 <br />0"E,W&NW <br />IE CTR CHNL=542.16 <br />PAINE <br />FIELD S I TE <br />NN 100TH <br />N <br />p N !_- <br />Q. <br />N fll � <br />103RD <br />50 25 0 50 <br />SCALE: 1"=50' <br />CON ON IN CASE W/ <br />NAIL LEAD PLUQ. <br />14 WAT VALVE LIQz <br />2 M❑ ' 7❑ <br />\000ICINIrl1ro rml4P <br />SCALE: 1" = 2,000' <br />5ASIS OF E4RIN(3 <br />WASHINQTON STATE PLANE COORDINATE SYSTEM PER FOUND MONUMENTS <br />ON THE SOUTH LINE OF THE 5OUTHWE5T QUARTER OF SECTION 14. <br />01:)4Tut'ol NAVD 00 <br />3 NCH1*lAR< <br />H.A.R.N. MONUMENT - FOUND 4" DOMED BRA55 DI5K W/ PUNCHED TRIANULE <br />& "HORIZONTAL CONTROL SURVEY PAINE FIELD 1990 THE DIRECTOR NATIONAL <br />QEOOETIC SURVEY" +/- 172' W. & 90' N. OF SEC. COR IN LAWN STRIP ON N. <br />SIDE OF 100TH ST. 5W E. OF 29TH AVE. W. <br />ELEV. = 591.42' <br />L Cx4L DESCRIPTION <br />THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE <br />SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, <br />TOWNSHIP 20 NORTH, RANQE 4 EAST OF THE WILLAMETTE MERIDIAN, <br />DE5CRI15ED AS FOLLOWS: <br />COMMENCINQ AT THE SOUTH QUARTER CORNER OF SAID SECTION 14; <br />THENCE SOUTH 09050'04" WEST ALONQ THE SOUTH LINE OF SAID SECTION <br />14 FOR A DISTANCE OF 909.13 FEET TO THE SOUTHWEST CORNER OF SAID <br />SUBDIVISION; <br />THENCE NORTH 00054'25" WEST ALONG THE WEST LINE OF SAID <br />5UBDIV1510N 40.00 FEET TO THE TRUE POINT OF BEQINNINQ; <br />THENCE CONTINUE NORTH 00°54'25" WEST ALONQ THE WEST LINE OF SAID <br />SUBDIVISION 551.60 FEET TO A POINT THAT 15 SOUTH 00054'25" EAST 69.10 <br />FEET FROM THE NORTHWEST CORNER OF SAID SUBDIVISION; <br />THENCE NORTH 09°53'00" EAST PARALLEL WITH THE NORTH LINE OF SAID <br />5UBDIV1510N 329.60 FEET TO THE EAST LINE OF SAID SUBDIVISION; <br />THENCE SOUTH 00054'32" EAST ALONQ THE EAST LINE OF SAID <br />SUBDIVISION 551.33 FEET TO A POINT 40.00 FEET NORTH OF THE SOUTH <br />LINE OF SAID SUBDIVISION; <br />THENCE SOUTH 09050'04" WEST 329.69 FEET TO THE TRUE POINT OF <br />BEQINNINQ; <br />EXCEPT THAT PORTION THEREOF LYING WITHIN 100TH STREET SOUTHWEST. <br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA5HINQTON. <br />SUR\/1' NOTES <br />EQUIPMENT: 3" OR LE55 TOTAL STATION AND/OR QN55 NETWORK ROVER <br />METHOD: FIELD TRAVERSE AND/OR WA5HINQTON STATE REFERENCE NETWORK <br />QN55 <br />THE CLOSURES OF THI5 FIELD TRAVERSE CONDUCTED DURINQ THIS SURVEY <br />MEET OR EXCEED THE MINIMUM CLOSURE STANDARDS STATED IN WAC <br />332-130-090, <br />SUR\/EY R r-ERENCES <br />RECORD OF SURVEY AFN 9709125003 <br />RECORD OF SURVEY AFN 0212105000 <br />SITE D4T4 <br />5ITE ADDRESS: 2201 100TH STREET 5W, EVERETT, WA 90204 <br />TAX PARCEL NUMBER: 200414-003-005-00, 200414-003-009-00 <br />QR055 SITE AREA: 101,793 5F (4.17 ACRES) <br />um I L I TY NOTES <br />BA5I5 FOR UTILITY LINES SHOWN: <br />FIELD OBSERVATIONS & A5-BUILT MAPS <br />IN PROVIDINQ THI5 SURVEY, NO ATTEMPT HAS BEEN MADE TO OBTAIN OR <br />SHOW DATA CONCERNING CONDITION OR CAPACITY OF ANY UTILITY EXI5TINQ <br />ON THI5 5ITE, WHETHER PRIVATE, MUNICIPAL OR PUBLIC OWNED. <br />UTILITIES OTHER THAN THOSE 5HOWN MAY EXIST ON THE 5ITE, <br />UNDERQROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A <br />COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME <br />NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERQROUND <br />UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERUROUND CONNECTIONS ARE <br />SHOWN AS 5TRAIQHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY <br />CONTAIN BEN05 OR CURVES NOT SHOWN, FIELD VERIFICATION I5 NECE55ARY <br />PRIOR TO OR DURINQ ANY CONSTRUCTION. <br />SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR <br />EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. NO EVIDENCE OR <br />STATEMENT I5 MADE CONCERNINQ THE EXISTENCE OF UNDERUROUND OR <br />OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAY AFFECT THE <br />USE OR DEVELOPMENT OF THI5 PROPERTY. <br />PLAN APPROVE® <br />PU I LIC SERVICES D T <br />DRAINAGE EROSION P(/RLIC WORKS <br />DEPARTMENT <br />WATER <br />A:"PUBLIC WORKS PERMIT IS <br />SEWER REQUIRED PRIOR TO STARTING <br />ANY CONSTRUCTION ON THIS <br />PRO3ECT., APPROVAL FOR THIS <br />PR03ECT IS CONDITIONAL PER <br />TRAFFIC CURRENTTY srDS AND <br />EXPIRES UNLESS <br />PERMIT FOR CONSTRUCTION HAS <br />crfftNokNEER BEEN ISSUED. <br />0 <br />z <br />0 <br />UP <br />w <br />I <br />lu <br />f <br />d <br />u.j <br />:3uj <br />0 <br />z <br />cx <br />IE <br />�- <br />0 <br />z <br />f~- z <br />z <br />Ut <br />Qf' <br />3 <br />°- <br />z <br />} } <br />� z <br />0� <br />IL <br />0 <br />U <br />Qv <br />0 <br />i-- <br />z <br />'- 0 <br />u <br />O <br />uj <br />to <br />tL <br />3. <br />r <br />DRAWN BY: <br />DWL <br />GATE: <br />00/14/2017 <br />PROJECT NO. <br />SHEET NO. <br />1 OF 1 <br />