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Survey DrawingLEGAL DESCRIPTION PER ALTA COMMITMENT FOR TITLE INSURANCE, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. NCS-942593-WA1, DATED JANUARY 09, 2019 AT 8:00 AM. PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 2 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 00'22"01" WEST ALONG THE EASTERLY LIMITS OF SAID SOUTHEAST QUARTER, A DISTANCE OF 658.48 FEET TO THE NORTHERLY LIMITS OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17; THENCE NORTH 89'42'00" WEST ALONG SAID NORTHERLY LIMITS A DISTANCE OF 658.45 FEET TO THE EASTERLY LIMITS OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17; THENCE SOUTH 00'18'15" WEST ALONG SAID EASTERLY LIMITS A DISTANCE OF 192.45 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00'18'15" WEST ALONG SAID EASTERLY LIMITS OF 136.81 FEET TO THE SOUTHERLY LIMITS OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17; THENCE NORTH 89'42'07" WEST ALONG SAID SOUTHERLY LIMITS A DISTANCE OF 400.45 FEET; THENCE NORTH 00'18'15" EAST A DISTANCE OF 136.83 FEET TO THE SOUTHERLY LIMITS OF THE NORTH 192.45 FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17; THENCE SOUTH 89'42"00" EAST ALONG SAID SOUTHERLY LIMITS A DISTANCE OF 400.45 FEET TO THE TRUE POINT OF BEGINNING. PARCEL B: THE NORTH 192.45 FEET OF THE EAST 132.30 FEET OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL C: THE WEST 30 FEET OF THE EAST 660 FEET OF THE NORTH 330 FEET OF THE SOUTH 660 FEET, AND THE WEST 30 FEET OF THE EAST 360 FEET OF THE NORTH 330 FEET OF THE SOUTH 660 FEET, AND THE NORTH 30 FEET OF THE SOUTH 660 FEET OF THE WEST 270 FEET OF THE EAST 630 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING IN THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17. PARCEL D: THE WEST 270.00 FEET OF THE EAST 630.00 FEET OF THE SOUTH 100.00 FEET OF THE NORTH 130.00 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL E: THE WEST 135.00 FEET OF THE EAST 630.00 FEET OF THE SOUTH 100.00 FEET OF THE NORTH 230.00 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL F: THE WEST 145 FEET OF THE EAST 630 FEET OF THAT PORTION OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF THE NORTH 230 FEET THEREOF. EXCEPT ANY PORTION THEREOF LYING IN THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17. PARCEL G: THE WEST 135 FEET OF THE EAST 495 FEET OF THE SOUTH 100 FEET OF THE NORTH 230 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. PARCEL H: THE EAST 125 FEET OF THE WEST 270 FEET OF THE EAST 630 FEET OF THE SOUTH 100 FEET OF THE NORTH 330 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT ANY PORTION THEREOF LYING IN THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17. PARCEL I: THE SOUTH 30 FEET OF THE WEST 270 FEET OF THE EAST 630 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH THE WEST 30 FEET OF THE EAST 660 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17. LEGAL DESCRIPTION PER ALTA COMMITMENT FOR TITLE INSURANCE, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. NCS-9486811-WA1, DATED FEBRUARY 15, 2019 AT 8:00 AM. PARCEL A (TPN:1721049034) THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17; THENCE NORTH 89'42'00" WEST ALONG THE SOUTHERLY LIMITS OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17, A DISTANCE OF 790.75 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00'18'15" WEST ALONG THE WESTERLY LIMITS OF THE EAST 132.30 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17, A DISTANCE OF 192.45 FEET; THENCE NORTH 89'42'00" WEST, A DISTANCE OF 268.15 FEET; THENCE NORTH 00'18'15" EAST A DISTANCE OF 162.45 FEET; THENCE SOUTH 89'42'00" EAST A DISTANCE OF 46.92 FEET; THENCE NORTH 00'18'15" EAST A DISTANCE OF 207.60 FEET; THENCE SOUTH 89'42'00" EAST A DISTANCE OF 221.23 FEET; THENCE SOUTH 00'18'15" WEST A DISTANCE OF 177.60 FEET TO THE TRUE POINT OF BEGINNING; PARCEL B: AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE SOUTH 30 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, LYING EASTERLY OF THE ABOVE DESCRIBED MAIN TRACT; EXCEPT THE WEST 102.30 FEET THEREOF; PARCEL C: AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 30 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST LYING EASTERLY OF THE ABOVE DESCRIBED MAIN TRACT; EXCEPT THE WEST 102.30 FEET THEREOF LEGAL DESCRIPTION PER ALTA COMMITMENT FOR TITLE INSURANCE, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. NCS-943531-WA1, DATED JANUARY 15, 2019 AT 8:00 AM. PARCEL A: THE WEST 135 FEET OF THE EAST 495 FEET OF THE SOUTH 300 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 130 FEET THEREOF. PARCEL Al: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NO. 4675062 AND RECORDED MAY 13, 1991 UNDER RECORDING NO. 9105130860; EXCEPT THAT PORTION OF SAID EASEMENT CONVEYED TO KING COUNTY FOR SOUTH 330TH STREET BY DOCUMENT RECORDED APRIL 13, 1976 UNDER RECORDING NO. 7604130268. PARCEL B: THE EAST 135 FEET OF THE WEST 165 FEET OF THE NORTH 100 FEET OF THE SOUTH 330 FEET OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH THE NORTH 30 FEET OF THE SOUTH 330 FEET OF THE EAST 135 FEET OF THE WEST 300 FEET OF SAID EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; PARCEL B1: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS GRANTED BY INSTRUMENT RECORDED UNDER RECORDING NO. 4675062 AND RECORDED MAY 13, 1991 UNDER RECORDING NO. 9105130860; EXCEPT THAT PORTION OF SAID EASEMENT CONVEYED TO KING COUNTY FOR SOUTH 330TH STREET BY DOCUMENT RECORDED APRIL 13, 1976 UNDER RECORDING NO. 7604130268. 2016 ALTA CERTIFICATION ALTA/NSPS LAND TITLE SURVEY SCHEDULE B SPECIAL EXCEPTIONS - EASEMENTS PER ALTA COMMITMENT FOR TITLE INSURANCE, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. NCS-XXXXXX-WA1, DATED AUGUST XX, 2019 AT 8:00 AM. 13 PROPERTY SUBJECT TO INGRESS AND EGRESS EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED JANUARY 10, 1951 UNDER RECORDING NO. 4097925. (PLOTTED -AFFECTS PARCELS) 14 PROPERTY SUBJECT TO ROADWAY AND UTILITY EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED MARCH 22, 1956 UNDER RECORDING NO. 4675062. (PLOTTED -AFFECTS PARCELS) 15 PROPERTY SUBJECT TO ELECTRIC TRANSMISSION AND DISTRIBUTION LINE EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN FAVOR OF PUGET SOUND POWER & LIGHT COMPANY, A MASSACHUSETTS CORPORATION, RECORDED JUNE 6, 1958 UNDER RECORDING NO. 4908583. (PLOTTED -AFFECTS PARCELS) i6 PROPERTY SUBJECT TO ROADWAY AND UTILITIES EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED DECEMBER 3, 1958 UNDER RECORDING NO. 4981104. (PLOTTED -AFFECTS PARCELS) 17 PROPERTY SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT" RECORDED JANUARY 27, 1965 AS RECORDING NO. 5837598 OF OFFICIAL RECORDS. (PLOTTED -AFFECTS PARCELS) 18 PROPERTY SUBJECT TO ROADWAY EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED UNDER RECORDING NO. 6358346. (NOT PLOTTABLE-DOCUMENT UNLEGIBLE-AFFECTS PARCEL) 19 PROPERTY SUBJECT TO SEWER EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN FAVOR OF LAKEHAVEN SEWER DISTRICT, A MUNICIPAL CORPORATION, RECORDED MARCH 16, 1971 UNDER RECORDING NO. 7103160369. (PLOTTED -AFFECTS PARCELS) 20 PROPERTY SUBJECT TO GAS PIPELINE EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN FAVOR OF WASHINGTON NATURAL GAS COMPANY, RECORDED MAY 04, 1971 UNDER RECORDING NO. 7105040403. (PLOTTED -AFFECTS PARCELS ) 21 PROPERTY SUBJECT TO INGRESS, EGRESS AND UTILITIES EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED AUGUST 27, 1974 UNDER RECORDING NO. 7408270081. (PLOTTED -AFFECTS PARCELS) 22 PROPERTY SUBJECT TO UNDERGROUND COMMUNICATION LINES AND CONDUIT EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, IN FAVOR OF PACIFIC NORTHWEST BELL TELEPHONE CO., RECORDED JANUARY 22, 1988 UNDER RECORDING NO. 8801220676. (PLOTTED -AFFECTS PARCELS) 23 PROPERTY SUBJECT TO ROAD AND UTILITIES EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED MAY 13, 1991 UNDER RECORDING NO. 9105130860. (PLOTTED -AFFECTS PARCELS) 24 PROPERTY SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED AND/OR DELINEATED ON THE FACE OF THE SURVEY, RECORDED JUNE 19, 1991 UNDER RECORDING NO. 91 061 99 004 OF SURVEYS, IN KING COUNTY, WASHINGTON. (NO NEW EASEMENTS) 25 PROPERTY SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "REVOCABLE LICENSE" RECORDED MAY 07, 1993 AS RECORDING NO. 9305072000 OF OFFICIAL RECORDS. (NOT PLOTTABLE) 26 PROPERTY SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "REVOCABLE LICENSE" RECORDED SEPTEMBER 02, 1997 AS RECORDING NO. 9709020181 OF OFFICIAL RECORDS. (NOT PLOTTABLE) 27 PROPERTY SUBJECT TO ROAD AND UTILITIES EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN, RECORDED JUNE 04, 2018 UNDER RECORDING NO. 20180604900005. (NO NEW EASEMENTS) ENCROACHMENT LIST 1 NORTHWEST CORNER CLFNC IS 0.3'NXO.2'E OF PROPERTY CORNER. 2 EAST END CLFNC IS 0.1'N OF PROPERTY LINE. 3 GUARDRAIL CROSSES PROPERTY LINE 163.8' EAST OF PROPERTY CORNER. 4 EAST END GUARDRAIL IS 1.4'S OF PROPERTY LINE. 5 ASPHALT CROSSES LINE 148.5'W OF PROPERTY CORNER. 6 WEST EDGE OF ASPHALT IS 30.3'W OF LINE AND 0.3'W OF EASEMENT LINE. 7 WEST EDGE OF ASPHALT IS 30.5'W OF LINE AND 0.5'W OF EASEMENT LINE. 8 WEST EDGE OF ASPHALT IS 0.4'W OF PROPERTY CORNER. 9 WEST EDGE OF ASPHALT IS 0.5'W OF PROPERTY LINE. 10 WEST EDGE OF ASPHALT IS 0.4'W OF PROPERTY LINE 11 NORTHEAST CORNER OF CLFNC IS 0.2'S OF PROPERTY LINE. 12 CLFNC CROSSES LINE 62.4'W OF PROPERTY CORNER. 13 CLFNC CROSSES LINE 0.9'N OF PROPERTY CORNER. 14 SOUTHWEST CORNER CLFNC IS 0.9'NXO.8'W OF PROPERTY CORNER. 15 CLFNC CROSSES LINE 33.8'N OF PROPERTY CORNER. 16 NORTHEAST CORNER CLFNC IS 1.3'NX1.6'E OF PROPERTY CORNER. 17 NORTHWEST CORNER CLFNC IS 4.3'NX1.0'W OF PROPERTY CORNER. 18 CLFNC IS 0.9'W OF PROPERTY LINE. 19 SOUTHEAST CORNER CLFNC IS 7.1'SX1.2'W OF PROPERTY CORNER. 20 SOUTHEAST CORNER CLFNC IS 4.9'S OF PROPERTY LINE. 21 CLFNC CROSSES LINE 36.1'W OF PROPERTY CORNER. 22 SOUTH EDGE OF ASPHALT IS 1.9'N OF PROPERTY LINE. 23 ASPHALT CROSSES LINE 76.8'E OF PROPERTY CORNER. 24 EAST END CONCRETE WALKWAY IS 0.5'E OF PROPERTY LINE. 25 SOUTH END CLFNC IS 0.3'W OF PROPERTY LINE. 26 CLFNC CROSSES LINE 53.4'N OF PROPERTY CORNER. 27 NORTHEAST CORNER CLFNC IS 1.2'SX1.2'E OF PROPERTY CORNER. 28 CLFNC CROSSES LINE 173.9'W OF PROPERTY CORNER. 29 NORTHEAST CORNER CLFNC IS 1.2'S OF PROPERTY LINE. 30 WEST END CLFNC IS 0.4'N OF PROPERTY LINE. 31 CLFNC IS 0.9'S OF PROPERTY CORNER. 32 SOUTH END CLFNC IS 0.3'W OF PROPERTY LINE. 33 NORTHWEST CORNER CLFNC IS 0.1'SXO.3'W OF PROPERTY CORNER. 34 SOUTHEAST CORNER CLFNC IS 0.7'NXO.7'W OF PROPERTY CORNER. TO A&R DEVELOPMENT, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, SANG DAE AHN AND SOON JA AHN, THE HEIRS AND DEVISEES OF STEVE VARGA AND MARILYN VARGA, AND FIRST AMERICVAN TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES NO ITEMS OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON JULY 23, 2019. DATE OF PLAT OR MAP: 8/1/2019 STEPHEN H. PHILLIPS JR REGISTRATION NUMBER: 49916 REFERENCES NOTES 1 CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT RECORDING THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS NUMBER 20100604900007. OF A SURVEY CONCLUDED ON JULY 23, 2019 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT 2 RECORD OF SURVEY RECORDING NUMBER 20180604900005. TIME. 3 WEST CAMPUS OFFICE PARK DIVISION 2 V.103 / PGS.14-15. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). 4 ALTA/ACSM SURVEY ALTERATION RECORDING NUMBER 9002229001. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5 BOUNDARY LINE ADJUSTMENT RECORDING NUMBER 9206119002. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE 6 RECORD OF SURVEY RECORDING NUMBER 9106199004. FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT EQUIPMENT. 7 RECORD OF SURVEY RECORDING NUMBER 20091229900004. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES LEGEND AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. POWER JUNCTION BOX EVIDENCE OF OCCUPATION OF LAND (FOR EXAMPLE: FENCES, STRUCTURES, ® POWER METER PAVING, GRAVELED SURFACES, ETC.) MAY NOT COINCIDE WITH THE DEEDED © POWER VAULT BOUNDARY LINES AS SHOWN ON THIS DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE DEEDED 0--0 STREET LIGHT BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. WHERE Ell SIGNAL VAULT DISCREPANCIES EXIST AXIS RECOMMENDS THAT THE OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO QT TELECOMMUNICATIONS MANHOLE INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL ❑ TELECOMMUNICATIONS RISER BOUNDARY DISPUTES. m TELECOMMUNICATIONS VAULT 2' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. ® TELECOMMUNICATIONS JUNCTION BOX E- GUY ANCHOR THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. ❑EHH HAND HOLE -(!I- UTILITY POLE W/ TRANSFORMER & ADDRESSES UNDERGROUND CONDUIT 0 SANITARY SEWER MANHOLE PARCEL # ADDRESS 1721049034 NO ADDRESS LISTED ❑ CATCH BASIN 1721049074 1411 S 330TH ST ® STORM DRAIN STUB 1721049051 33061 15TH AVE S 1721049019 3300215TH AVE S STORM DRAIN MANHOLE 1721049046 33005 15TH AVE S 1721049057 14TH AVE S q WATER BLOW OFF 1721049028 NOO40 ADDRESS LISTED FIRE HYDRANT 1721049060 33070 14TH AVE S N ICV IRRIGATION CONTROL VALVE 1721049030 NO ADDRESS LISTED 1721049035 33090 14TH AVE S ® WATER METER 1721049059 33101 15TH AVE S WATER VALVE WATER VAULT WETLAND FLAG GAS METER GAS VALVE o MAIL BOX n SIGN • BOLLARD ® EXISTING RETAINING WALL C Coo ROCKERY Q -y-y= CMU RETAINING WALL SET BENCHMARK 0 FOUND IRON PIPE ® FOUND MONUMENTIN CASE 0 FOUND REBAR AND CAP AS NOTED ---D DITCH LINE SS SANITARY SEWER LINE SD STORM DRAIN LINE _ - -OP OVERHEAD POWER LINE -P P POWER LINE FOUND 'X' WITH PUNCHMARK -T T TELECOMMUNICATIONS LINE IN 1 1/4" BRASS DISC IN 4"X4" CONCRETE MONUMENT C CABLE LINE 0.3' BELOW GRADE W WATER LINE 06/24/2019 -G G GAS LINE CTR N88'43'47W 2636.49' x x x x- CHAIN LINK FENCE LINE (CLFNC) 16' , -[] [] WOOD FENCE LINE (BFNC) 0 -+ + WIRE FENCE LINE (HWFNC) I i:lcd � CALCULATED PER BLA NO. GUARD RAIL LINE F) cd� uOD-,I 10 -101555 -00 -SU � m CONCRETE PAVING v wLo Lo 04„W n 6541' ASPHALT PAVING FOUND 5/8" IRON PIPE Z.329.21 LEANING SOUTH0.1' BELOW GRADE�Ll BUILDINGS v 07/ 0/2019 Lo b n(336,254 S.F.) DLo M1p -1 N MGRAVEL SURFACE w 65328.85' N --------------- n N88'44'21 "W 1315.42' N88'44'21"W 1315298.85' N W W WETLANDS o. z FOUND PUNCHMARK to l a I IN 2 3/4" BRASS DISC z 12"D DECIDUOUS n IN 2' DIA. CONCRETE ,l MONUMENT j N AT GRADE < 12"CFR CONIFER I ^ ql 06/24/2019 M w rl �I n CALCULATED PER BLA N0. r 10 -101555 -00 -SU CALCULATED PER BLA N00. SURVEYOR'S NARRATIVE 17 1312.58' 10 -101555 -OO -s6 _31258' _ 20 N88'44'55"W 1551.06' - BASIS OF BEARINGS 20+2 _ N88'44'55"W 2625.16' FOUND 'X' WITH PUNCHMARK FOUND PUNCHMARK IN 2 1/4" BRASS DOME IN 1 3/8" BRASS DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.6' BELOW GRADE 0.5' BELOW GRADE FEDERAL WAY CONTROL POINT FW -121 07/23/2019 N: 113263.33 E: 1270812.76 06/24/2019 SECTION CONTROL 1"=500' NE 1/4, SE 1/4, SEC. 17, TWP. 21N., RGE. 4E., W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON GRAPHIC SCALE 20 10 020 40 1 -20 2' CONTOUR INTERVAL BASIS OF BEARINGS HELD A BEARING OF NORTH 88'44'55" WEST ALONG THE MONUMENTED CENTERLINE OF S 336TH ST BETWEEN THE MONUMENT IN CASE AT THE INTERSECTION OF 9TH AVE S AND THE MONUMENT IN CASE AT 13TH PL S. DATUM HORIZONTAL DATUM: NAD '83/'91 PER CITY OF FEDERAL WAY CONTROL POINT FW -121. VERTICAL DATUM: NAVD '88 PER CONVERSION OF CITY OF FEDERAL WAY CONTROL POINT FW -101 FROM NGVD '29 TO NAVD '88 THROUGH VERTCON. ELEVATION: NAVD '88: 425.365' NGVD '29: 421.825' TEMPORARY BENCHMARK: TBM 'A' SET CHISELED SQUARE AT TOP BACK OF CURB ON WEST SIDE OF CELEBRATION PARK DR OPPOSITE OF CURB CUT TO DOUBLE SWING GATE. ELEVATION: 374.02' TBM 'B' SET SCRIBED 'X' AT BACK OF CONCRETE WALKWAY AT THE INTERSECTION WITH THE NORTH EDGE OF ASPHALT SIDEWALK AT THE NORTHWEST QUADRANT ON INTERSECTION CELEBRATION PARK DR AND 13TH PL S ELEVATION: 406.20' TBM 'C' SET MAG NAIL W/AXIS CONTROL WASHER AT THE NORTH END OF INTERSECTION S 330TH ST AND 15TH AVE S t1.2' SOUTHERLY OF EDGE OF CONCRETE GUTTER. SOCCER FIELDS ELEVATION: 400.76' *TBM 'D' SET MAG NAIL W/AXIS CONTROL WASHER t9.8' NORTHEASTERLY OF P� SOUTHERNMOST SOUTHWEST CORNER OF SITE. ELEVATION: 388.44' *TBM 'E' TOP OF SURFACE MONUMENT AT THE INTERSECTION OF S 332ND ST AND 13TH PL S. Q / -386 ALTA/NSPS LAND TITLE SURVEY RIM 8" CPP IE 391.75 NW SOCCER 8" CPP IE 391.35 SW&NE i FIELD 5&6- \ M ICV RICV M ICV \ a `3T9 JUT°° / 39 998 a T STOP J 4 9, 3% Ah 1 I / P BUMP CELEBRATION PAW 15 MPH MJ JC ROAD) / w m tii98 AO \ 0 \- NICV mICV TPN: 1721049014 OWNER: CITY OF FEDERAL WAY BUMPS AHEAD / 15 MPH / V D0Loq3LE YELLOW Ap LANE LINES Y RIM 12" CPP IE 402.39 E 12" CPP IE 402.31 N 12" CPP IE 402.34 SW TBMB II° EL: 406.20 0 Jam/ 20'9PH DOUBLE YELLOW BUTTONS ni I i i ° D RIM 402.73 12" CPP IE 402.78 S 12" CPP IE 402.73 W 6'WIFNC N -S ARROW BUMP \ \ \ \ _ STOP` a \ a ./ - 1 CB 2259 \ - ..a RIM 405.84 / DOUBLE YELLOW \\ 15 MPH \ -.402__-----�__- \ \` / 8" CPP IE 403.43 SW LANE LINES - _ _ _ 400- - - _ - \ \ / 12" CPP IE 402.91 N SDMH 2081 - - - _ _ _ -398 \ / \ \ TYPE I GRATED LID / 3g0 RIM 392.16 12" CPP IE 385.03 NE -_-___ ---__ I 1 \ / 12�CPP IE 385.25 SW --- --- 394--_=====_ _-- CB 2199 ° a UNABLE TO LOCATE + ARROW WEST WATER N TMS _ -392 - _ _ _ _ I RIM .68 NE , MUNICIPAL COURT �R _ \ \ 8" CPP' IE 403.68 NEI 70 POLICE -390 - - _ /CITY HALL ---D�----D \ / C -------------- --D----D-- i I \\ I �/ I I COMMUNITY CENTER Y/3 - D \ I I \ NO PACKING°88- ////0 // / //' /// // / OVERGROWN // / I // 5' CLFNC 040 2 / // I/ ( DIRT/GRAVEL ROAD 1 \ ACCESS \ n + Co \TO_------ - N88'44'37"W 221.23' w--- o-' o v \ / _ o / I \ 002 001 DD 011 03 41 N M n ,� 005 03 : o \ v:. ------------ Ir I GRATED LID \ -! m-�_-=�-- 7__.:_ RIM 1385.45 \ 008 M I I / / / MEND PH / 18" CPP IE 381.53 NW \ 00 _ / / 12" SPP IE 378.10 NE \ 006 p12 OVERGROWN ,*' "'� \ 1 I / ACCESS POpp I LY COVEIXED / 18C\P IE 377.74 SE \ 00 DIRT/GRAVEL ROAD y';' \ / /UNDER REyOCABLE LICENSE 014 013 ;' 042\ \ I / 1 / REC. NOSSSSSS. 9305072Q00 & 26 27 1 iSDM 02 S \\ 38E J A. .�.y" \\ \ \\ I I / 9709 20181 TYPE GRATED ID \ \ \ \ 007 016 / RIM 385.27 11 ' 04 a \ \ \ \ \ / < n \ DOUBLE YELLOW ELEVATION: 367.67' �8"-QPP IE\376.99 017- 5 ~J \ 18" CRPIE 37T1J SWC5 \ . \ \ \ \\ \\ // // 700 � LANE LINES <r i' < ° \ \ \ \ \ \ \ / / SPEED BUMP / / / -2 \ 382. \ \ \ 044 a wto, \ 037 036 04 a°a 04&, 01210 04 7L .384 0180 CULV 6"CPP IE 378.56' S 04 Wa ° a / 04 9 3 028 \ l \\ \ \ \ \\ \ \ \ \ \ \<MII p \ / 022 p \ \M I\I I OII \ \ \� M 0 02�023 50 TPN: 1721Q49014 OWNER: CITY OF FEDERAL WAY OVERGROWN 4 V_ a°DIRT ROAD °n 4 ( / \ \ \ \ ° J \ W I I I I \ 1 025 // a a 3 w W \ \on \ \ \ \ (\ \ AREA OF CONSTRUCTION I I W °.. ° ° AT TIME OF SURVEY / I / // / // w w 1 / / I I I /r n W w \\ 0 26 i F 1\ Z10 OVERGROWN 029 ,' ,i l - ° Q ® ° a ° / =1 -al \\ \ \ \ \ \\ \ \ I CB 2283 DIRT ROAD / a RIM 404.45 SSMH 1974 I / / / / // OyN�\ I I I / I I Z 0/ / 30<. ROW & U' LITY ° a` O5 / \ \ \ \ \ \ \ \ \ \ I I 12" CPP IE 401.76 W / / ° EASEMENT 17 ° \ \ \ \ \ RIM 4.39 12" CPP IE 401.68 SE RIM 380.94 I / / / � `� W �� I I I REC! N0. �837�98� °a / \ \ \ \ UNABLE TO OPEN DUE TO / / // K3 ' IrRE&C,EGR S \ I I I / I I 031 030 / a ° ° ° ° n ° .4 / \ \ \ \ \ \ -j2 CPP IE 40/1.80 E CROSS THREADED BOLT / ASE IEV REC N0. 930 (0720W0 I I ' - / a ° / \ \ \ \ \ � - D &/969 2018'1 \ CpNCRETE SLAB 0 / \\ \ \\ \ \ \ \\30\IINGRESS-EGRESS A-6 /r , OVERGROWA & qR KEN / / / I I I I / / 32 r s \ ° . . ° 4: 1 \ 1 \ \ \\ \ , \EA EMENT REC. NO. SPEED BUMP / // // // /, \ \ \ I I \ ° 1 I \ \ \ 930507200 / \ \ SLn a m ° ° a 19 ° ^ . °� 056 \ \ \ \ At 9709020181 / / \LL _L -L -�-_ �.- I I I I / \ 033 / -y - - \ ° 15' SEWER SEMENT ° _ e.. /054 I 1 I \ \\ I II O + I �/- -- { ✓' \ dREC. N0. 710316369 - - - \ INK I / /� ------ ----- \ �' /Lu °� y /� I I I \ Lu ------------- \ 34 ' ''i \ 119 ° °a / -------------------- / / I\ 1 _� / 7 - r --y----------------------- --�-- DOUBLE YELLOW /� w - - /-- ----------------- t \ / / / \\\ Lu \ - ----------�-- --�- --- ------ - \ \'FOUND 1/2" REBAR &CAP \\ /' / I 1 L ----- w LANE LINES / / / / m v /30' ;i /------------------------------------------ \ _� /1 ---------- --- / / 30' -- -- - 21601 ---=------- -�--- r _ .r .r A 7 I - --- ----- - ---------------- f-F-�-� ---- 121 i E OF CALC \ \ _ _ _ _ �' - - - .g \\ � \ 057 ALEANIAGESE 2 � / / / �I 1 `� \ z --------- --L_J-4--t , _ _ 117 AT D 0 \� w m W wT.J 050 06/27/2019 / \\\ 3 J / / / // / I I �- -- -1-- - ----- ------ \ \\ l \ \ S 330TH ST = *POSSIBLLy a // / I I 1 035 i 121 ---------- -D59------- ----------- \ \ \ - \ I \ \ \ \ \� PUBLIC ROAD) u / 30' INGRESS -EGRESS / ' / 30' ROW &UTILITY I . / / *POSSIBLE* \ \ Q EASEMENT REC. NO 930`d07209 / / 1 I EASEMENT , �' 16 082 30'INGRESS-EGRESS \ � \ I \ \ CB 1965 / / / I & 9 709 0201 81 W / / 130, REC. NO. 5837598 i 30' EASEMENT REC. N0. / ' / i I 930507200 ` \ RIM 377.89 / / / I W W Pq g� / / / I 17 I TPN: 1721049034 069 "000JJJ 65 061 & 9709020181 C_q�p \ \ \ I \ \ 40 - 8" CPP IE 374.30115 TITLE FILE NO. 948681 068 4 \\ \\ \3 4 8" CPP IE 374.24 SE / / I 1 / / / / 34 PARCEL A \ \ 90, FOUND 1" IRON PIPE S. / / .'i 12 - 070 60 O' \ / -/ 7- 1- -1- - z �� / / - os /-J23 -LOW GRADE "402 \\\ \\ -- \ N88"44'37"W 46.92' ---- --- 114 - ----- --------- \\ \38 _ 4oz 1 < w / / / 83 TITLE N0. --------- �` 8� I\ 400. / I RIM 377.81 / / I NCS-948681-WA1 C /8" CPP IE 372.67 NW / / / / I)'..':;i I EXCLUDES EASEMENTS �,�,^�} /066 % / lc -2 \\ �\_ / 24" CPP IE 373.18 NE W \ W / / / 1 123 I 930507200 & 9709020181 t f \ 1/ \ y I \\ ~ \ \k, - -.398 / 24" CPP IE 372.94 SW* -10 1 / / I FOUND (LOCATED NORTHERLY OF 2) 073071 70 /S 388 \ \ I\ 1/2" REBAR - NO CAP I 11 SPEED BUM 0.5' BELOW GRADE 0.1'NX0.1'E OF 112 I 072 \ I\\ \ 396 \ I PROPERTY CORNER I I \ I \ \I I \ I I 079 07/02/2019 I r 07 076 089 090 \ MATCHLINE SEE SHEET 3 OF 5 NE 1/4, SE 1/4, SEC. 17, TWP. 21N., RGE. 4E., W.M. I CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON ALTA/NSPS LAND TITLE SURVEY MATCHLINE SEE SHEET 2 OF 5 on AA1s I / / / , W W W W W W j '1 \ I v,,ve,evie bO76 GRAPHIC SCALE �/ ^� ^a^ry ^ ro I r� / �^ M ,, o I I I 07 ^ 7 os110 0 I I I rl 20 10 0 20 40 / / I I \\\ 10 109 088 0 \ ; Sl 0`o 9�s2 1"=20' 083 P-122' CONTOUR INTERVAL 10 082 PN: 172104901, OWNE CITY OF FEDERAL WAY �08107 0 pg 087 \\ \ \ \ 0 \ 0940 08 10 101 \ 08 0 99 13 r06 09 5 3 0 098 7 -.fQ102 0 00 106�,0 5' CLFNC IN N POSSIBLE 105�SREfAIR TO SOUTH p TAG MISSING 104 W W W WW -15 / I Z I M J CLFNC CLFNCyO FOUND 1/2" REBAR &OIDISRPAI� TNORC�AP \ \ Q I -161 1 I SMASHED - UN/LEDGEABLE GRADE/M1973 \ 0.4' ABOVE 0.1'NX0.3'E OF CALC RIM07/02/20198" PVC IE 363.12 NE 8" PVC IE 362.92 S Is \ \\ \ \ \ \ 32 k-17 R I MG 374.6 4 8" CPP IE 370.25 SELn 8" CPP IE 370.26 NW / / W W W W W W/W W W ✓ W W W W W W W `3 \ W /A- 8 � \ \ RIM 374.62 \\ CB 1945 \\\ I I/ / 0 \ 8" CPP IE NW UNABLE TO OBTAIN 24" CPP IE 369.10 NELU 24" CPP IE 369.26 SW / // / W I,� W W W W W W W W / \\ \ 1 I \ I I \ \ `\ LU LCL\ I I I I \ \ V7 W Lf) W u /W A-20 � \ \\\ TPN: 1821049051 I X14 W / \ / , / I \ \\ TITLE FILE NO. 942593 6/ PARCLLA ^OID to DOUBLE YELLOW a _/// I I WJ � 30' ROW \ERS�ENym 14LANE LINES REC. N0. 46756T b2 � \ \ \ O10' UTILITY EASEMENT /r / j / /l W W W W W /i\` \ \ \ \�- \\ REC. IN 467 2 ------ ____________ FOUND 1/2" REBA� & CAP W W W CULV 12"CMP IE = 359.83' S — — // STAMPED "S&A 15839" W W % /�-----� -- -�--------------------- / \ \\ \ \ / 0.4' BELOW GRADE \ A-24 / 6' CLF W/ TBM 'A' 25 6' CLFNC / - / 07/10/2019 \ 3 / -STRPd BARB �YVIRE / I \ \ / \ \ / / ` \ \ / / \ --- — 30 '—_ \� I--- -------- \—�__-----\'—_— 28—\ ELEV. 374.02' / - - - / \ \ FOUND 5/8" IRON PIPE°1��� --- -------- ------------ LEANING SOUTH \ —���- — — — — — — — — — N88"44'12"W 400.45' — — / FOUND 1 2" REBA� & CAP 0.1' BEL OW OGS GRADE I / STAMPED "S&A -1,5639" 31 \ - - - 29 \- - - - - - - - LEANING 0.2' NE 0.2' BELOW ------------ / GRADE 0.3'NXO.2'E OF CORNER\ \ 6' CLFNC \ \ S' TALL WEST /--------------------------------------------------------------- 07/09/2019 \ 7' TAL't SOUTH \\ \ DSL SWIN>; I \ \ \ ATE /----------- Q \ CPP IE 370.11 NW CPP IE 370.07 SE REC. NO. 4675062 \�I/ RIM 372.88 8" CPP IE 368.09 NW 8" CPP IE 368.14 SE DBL SWING GATE TPN: 1721049049 OWNER: FEDERAL WAY SCHOOL DISTRICT //210 NE 1/4, SE 1/4, SEC. 17, TWP. 21N., RGE. 4E., W.M. I CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON GRAPHIC SCALE 20 10 020 40 1 -20 2' CONTOUR INTERVAL TPN: 1721049045 OWNER: CHURCH OF BLESSING 12" CPP IE 401.39 S 12" CPP IE 401 34 NW RIM 404.42 12" DI IE 402.43 S 12" CPP IE 400.67 W 12" P IE 400.57 N 12" CPP IE 401.32E 30' ROW EASEMENT 13 14 REC. N0. 4097925 OO I J & 4675062 _ U) _----+LL / RIM 406.80 12" CPP IE400.12W -SD-12" CPP IE 400.10 S 12" CPP IE 399.83 E FI RIM 401.75 12" DI IE 396.65 NE 12" DI IE 396.68 SE 0 RIM 402.34 12" CPP IE 397.97 N \ NI 12; CPP IE 397.03 SE RIM 406.96 BTM VAULT 397.60 (UNABLE TO MEASURE PIPE S) I 0 POWER CABINET ON CONCRETE PAD I I ) 14 / 10' UTILITY EASEMENT /i REC. NO. 4675062 � I �ifvi i4i Tn / I 30' ROW & UTILITY EASEMENT 17 REC. NO. 5837598 LU LU -------- -- 0 a a a ° a o a a a m ff - 1 ---------------------- - --- --- ------- a a LU --- - -� ---- --- -- ---- -- -- - ------ - - ----------------------- 10 MPH TBM C 30' 406- - a o �I6 EL: 400.76' LU 5 os S 3 3 0TH ST �, \ DOUBLE YELLOW z \ (PUBLIC ROAD) �SS -SS DS SS M \ LANE LINES = N88"44'04"W 461.51' - [[r \ Q 4 // TPN: 17210)9619 // 15'�EWER EASEMENT l-- I I ❑ S SVI SD--%` SD --2 / REC. NO.OW EASEMENT 409 925 13 14 TITLE PARC NO. 942593 REC. \N0. 7193160369 R M SSMH 403.03 I M 30' IIROW ��k \ & 4675062 W 30, REC. N0. 7604130268 / - - - - - - I 6" PVC IE 394.99 N -- \ ------------------------*-------8„ PVC IE 394.95 W / W / \ 8" PVC IE 394.73 E - - - - MATCHLINE SEE SHEET 2 OF 5 \\\\ O�I I� I❑� a" I 6- 10' UTILITY EASEMENT O L--396 REC.NO46750622BHANDRAIL 1" CONC IE 393.85 NW 12" GONG IE 393.83 S I \ I I \ qOq I I I I I I 12" CONC IE 393.81 E 091 $ SDMH 5 \ \ RIM 399.18 12" CONC IE 394.37 NE \ \ I \ \ \ \ \ / APVROXIMATE CATION 10' UTILITY EASEMENT \ I \ I \ \ � \ ASPHALT GROWN OVER 22 5� BURIED TE�PHONE I I I I REC. NO. 4675062 \ \ \\ \\ \\ \ LINE EASE ENT 094 14 I I \' \\ \\ \\ \ \\ TITLE FILE 2N04942593 9046 AND IN DISREPAIR /kC. NO. 880220676 0$ I PARCEL D / I g I `SWING GATE 17, \ \\ \ I N 124 �TPN: 1721049074 moOWNER: MINKLER9FWN LLC f TITLE FILE NO. 942593 PARCEL B 0 5 96,s 10' UTILITYEASEEXT a I \ I REC. NO. 4&75062 \ \ \as sr.\ \\ \\ \ \\ \ / \�/ I r, vl I I I 60' ROW EASEMENT I \ \ \ \ I REC. N0. 4097925 & 4506 ss, i I \`?81r \ \ \ \ \ \ \/ APPROX LOCATION, CORNER BURIED I I I I I \ \ \\ \\ I I 30' 1 I i --- 368 I I /� I \\ \\ \ \ \ I I I I I I� \\ \\ \ \\ \\ \ \ I N LL \ I \ V \ \ \ \ \I \ l o L N O \ / I - - - iI \ \ \ \ \ \ I I II \ \ � ACCESS o v I M I I FOUND 1/2" REBAR &CAP U' w I I I-- / / STAMPED=LS JM69- - -390- -\ \ \ � I \ I \ \ \ \ \ \ /f I Z W o) I LU / / ( LEANING SW \ I \. I r- TPN: 1721049057 \ \ \\ \\ \ \ TPN: 172104928) � Uj °C I r 04 0.4' BELOW GRADE \ TITLE FILE NO. 942593 \ \ ARROA/ NORTH & WES � a r LU 07/10�9� \ I I PARCEL E \ \ \ \ \ \ \ TITLE FILE NO.942593 / NO GA Z O \\\ \y \ \ \ \ \\ \\ \ PARCEL G / NO PSE F � I Z Lf)w �I 1\ \ 1 \\ \\ \ \ / / F- }� I Z \ I\\`DEAD \\ II II \ \\ \\ \\ \\ // 10' UTILITY EASEMENTSI\ II "\-,I JI o III / \ 30' ROWII &UTILIIT Y EASEMENT 23REC. NO. 4675062 c' Lon) _ _ _ _ _ _ REGN0. 9105130860 10' UTILITY EASEMENTS U REC. NO. 4675062 I TPN: 1721049067 n Z I / \\ I_L I I II II \ \ \ i / / 3g4 I o I I OWNER: GST EXEMPT BERT A / \\ I I \-396.- T- N /dZ LU I/ I I I I ---- I I 10' UTILITY EASEMENT � AEC. N0. 4675062 i" -'S REC. NO. 4675062 14 14 10' UTILITY EASEMENT II° I OD/ / J I I I I I I N I TPN: 1721049051 M M TITLE FILE NO. 9425931 M/ I \\ I PARCEL A \\ \ \ / I 30' RPW I�ASEMENT _ I I I I \ / / / ^'� �, \aq \ \ \ \ \ \ \ \\ \ IIIIIII I I SLIDE GAII TEREC.Nb. 4675062 FOUND 1/2" REBAR& CAP / STAMPED "L917669" / En0.1' BELOW GRADE 0.1'NX0.4'E OF CALC TPN: 1721049090 TITLE FILE NO.942593I \ TPN: 1721049030 07/10/2019 / I / 1 I PARCEL F I I I\ \ TITLE FILE NO.942593 / SSMH 1927 / I / /� I \\ / /' I I \ PARCEL H \ RIM 377.08 8" PVC IE 371.11 SW 30' ROW EASEMENT REC. NO. 4675062 ---------------\ / I I \ �� \ / 7 7-1 \ \ \ \ 6' CLFNC W/ 2$ \ \ \ \ 3 STRAND BARB WIRE / I J / / \ FOUND 1/2" R�4R & CAP - I I 9Ri ACCESS I I I I II I \ 6' CLFNC W/3 STRAND STAMPED "T GOLD 2216" \ - / BARBED WIRE AND SHEET _ _ - T\ / I 0.1 BELOW GRADE 0.8'NX Q�CALC I I I I� \ 1 METAL PRIVACY PANELS --- -----------------a \ I\- 27 1 07/10/2-0'19- \ \ \ \ FOUND 1/2" REBAR & CAP / I \ CAP DAMAGED -ILLEGIBLE \ ---D _� =y -D -------------------- \ l \ \ I AT GRADE 1.0'NXO.TW OF CA62' ----------- -- o7/Ts/2o1s N88'44'12"W \i _�- NE 1/4, SE 1/4, SEC. 17, TWP. 21N., RGE. 4E., W.M. ------ - ------378- ---� \\ D-4 -3 \ 30.00 \\- °P CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON MATCHLINE SEE SHEET 5 OF 5 P www.axismap.com p�aa�ee\ ���o �AS$N� DEvco ALTA/NSPS LAND TITLE SURVEY TOB NO. DATE #2 Axis / / W ��P u 19-030 8 2 19 #3 PO�OSD Mapping 10900 NE 8TH ST FOR DRAWN BY CHECKED BY _ Survey& Ma #4 O 15241 NE 90TH STREETA a SUITE 1200 MWF/JM SPJR 'P0 49 16 �� BELLEVUE WA 98004 CELEBRATION ASSEMBLAGE E#5 REDMOND, 4255 23-57002 GI5TE4I9�4� SCALE SHEET '019,jmoore,1903O-C3D-ALTA FAX 425.823-6700 �4'AL LNO 9 1"-20' 4 OF 5 ALTA/NSPS LAND TITLE SURVEY MATCHLINE SEE SHEET 4 OF 5 \ ------ -�---- \ �I I �/ I ��\ i/ i RIM 390.92 \ 3 -ICV \ 1 1 II' _380 / - - I ' \ - -392- _ FOUND MAG NAIL W/WASHER 13 / 12" CPP IE 387.92 N \\- 0.3NXO.5'W F CALL "LOT SURVEY 6228" i / 12" CPP IE 387.94 S \ 2 / II - _ ' \ \ 07/17/2019 1 o _10' UTILITY EASEMENT fp ` REC.,NO. 4675062 \ SDMH 1861 \ `D-1/�X \ RIM 381.28 X --X - X -� \ 12" CPP IE 375.52 SE / \ J, ,,CLFNC V 15" CPP IE 372.76 SW \} - _ / 1 f / IN DISREPAIR /) CLFNC_CB 91860 \ / I RIM 379.26 / 12" CPP IE 376. 1 NW 6' CLFNC \ I / TPN: 1721049035 � TITLE FILE NO.943531 I I \ \ LOG SWING \ I TOP NUT I PARCEL B � GATE \ \ \ \ 375.52 I I n "� 0p 1 / \ I I I I I �� / i3 ° a0 GAS EASEMENT L Q \ p .378- I REC. NO. 05040403 �rn j I 10' UTILITY EASEMENT REC. NO. 4675062 1 oao� 1 S p� \- 376- I i I \� \ 16 30.8 C4 a 1 3 ^ I II N88"44'12"W 134.49'-x GRAPHIC SCALE // } I I I I 17 N I / ILLJ PST 31.5 STORY WOOD 3101 15TH AVE S o 6 \ I I I I FRAME HOUSE 20 10 0 20 40 I I I TPN: 1721049059 4.1 ' a n 1"=20' 374- °° I I I I I TITLE FILE N0.943531 b r I rn 8' CLFNC W/3 STRAND BARB WIRE PARCEL A m CHIMNEY 2' CONTOUR INTERVAL I I I I N SHEET METAL PRIVACY PANELS N•7 Z 2.5' LOG WITH SIGN - I� ao ° a FFE=391.5' FENCE ° a 40.3 0 "NO PARKING N SIM M M7 Z w 16.7" 10pM-6AM"� 4vPg1 ° '.. I I I rel w U _ I / p 4o FOUND EMPTY I Q 04 ❑ a O MONUMENT CASE I I I i CL oi _ 07/12/2019 I I I Z w 0) 9 RIM 389.16 TPN: 1721049031 / / I I F �I OWNER: STEFOGLO VIKTOR DMITRIYEVIC W ACCESS 12" CPP IE 386.19 N F -v �' 12" DI IE 385.89 S s/ II I M ---------------------------- 141 I Z 22.4 i ao ° 30' ROW & UTILITY EASEMENT 23 SDMH 5134 0 130' ROW EASEMENT o ° REC. NO. 9105130860 /. . I RIM 369.02 a 66 I RECNO4675062 GARAGE I ) I C-4 N I �] 15" CPP IE 362.57 NE r� 15" CPP IE 362.52 SW 6'CLFNC�x I I 22.3 a i 0 FOUND 1/2" REBAR & CAP D ❑ / \ I \ STAMPED. "T GOLD 22016" bELOW� GRADE [� 5 16.6' a N \ � 1 0.3'�X9:7=W_OF CALC r7 - - -07/15/2019 I ° TPN: 1721049100 "NO PARKING TPN: 1721049049 ---- -'N88"44'21"W 134.46' ~ OWNER: REINHARD ERNEST A 3 1OPM-6AM" OWNER: FEDERAL WAY W I W - - SCHOOL DISTRICT #210 00I 0D 14 13 12 11 - rr M 8 ° TOP NUT t I tc 8' CLFNC W/ 1O �i z L y 365.59 1 I r 3 STRAND BARB WIRE IRON DBL O Y ° of 1 6' CLFNC W/ Z I Z SHEET METAL PRIVACY PANELS SWING GATE i3 / Q tZ za / 3 STRAND BARB WIRE TPN: 1721049033 OP / �a CROSSES LINE 53.4'N OF I OWNER: STEFOGLO VIKTOR DMITRIYEVIC ' 30' UTILITY EASEMENT WITH SIGN \1 PROPERTY CORNER \\ I & UTILITYSEASEMENT 21 I 15 i REC. N0. 4908583 "NO PARKING a, I / \ I REC. N0. 7408270NT 1OPM-6AM" r0 RIM 369.44 / I / Q 081 '8" PVC IE 35161 NE SDMHrn a 8" PVC IE 359.54 SW TYPE I GRATED LID 3 " RIM 367.89 21 12" DI IE 364.44 NE I ( \ / I \ I / \ 30' INGRESS -EGRESS & UTILITY EASEMENT 15" CPP IE 361.53 NNE / CB 132 \ I 15" CPP IE 361.38 S RIM 368.21 \ / \,I REC. NO. 7408270081 12" I IE 366.00 SVS' _ i / ` i o CB 5374I Q / / 1 I \ >� ° I z RIM 387.77 °° I ° 26 I zy 12" DI IE 384.67 N I ICV W II / 10PMNO 6AMNG PLYWOODW/ I \\ 14 16 I a 12" CPP IE 384.69 SE 30' ROW EASEMENT / I REC. NO. 4675062 & P I ti e I I 4981104 °° /SDMH 5392 i ACCESS FOR OIL -WATER SEPARATOR STUB i ❑ ) "NO PARKING RIM 388.40 1OPM-6AM" iQ 3 I 12" CPP IE 384.38 NW P P P STP ° SIGNI�QN POLE POWER 25 \ 18 P -r\ \ ° =p CABINET P P \\ I I 15 14 16 DBL S AN93 E \) ACCESSSDMH 3FOR_OIL-WATER SEPARATOR - - - RIM 388.3,7 \ -� - - - - - - \ �, \l 0' UTILITY EASEMENT 10' UTILITY EASEMENT i I ❑ 2" PVC IE .R6 SE 24 19 3 °^ -------g- _ CENTER 3° -- °.-- --------a--t--- REC. LINES - TOP NUT \ ° ° WATER - REC NO 4908583 N0. 4675062 8v 21 � I V ° PRIVATE \ IU L7 ' 53. x " 10/ i 1 \ ROAD 365.54 \ m N88'44'21 W 268.87' - 4981 \ ^ --- �- TOP NUT--) -°---- ------ -- / - XX- X- X ----- FOUND PUNCHMARK - - - - - ^ - - v V V V V IN 2 3/D BRASS DISC M 365.55 I .STOP" I------ I - -----------------------------iv---- X v IN 2' DIA. CONCRETE MONUMENT W W V --------- ------`, W W W 30' I TPN: 1721049064 rn. AT GRADE TOP NUT �/ TOP co NUT M vNi O N 20 ^ Ol NO PARKING ------ TITLE FILE N0.942593 \ - - -Sb - - - - - ro PARCEL I of � ETBM 'E' ^ 368.58 n p qr 365.55 �y M M M ^� h _r , g \ EL: 367.67 / �? a N � 06/24/2019 -SS S� C- ^�b z i ; P� SS- SS SS - I I " , / Z DOUBLE YELLOW LANE LINE n ii I N88'44 32 W 298.85 22 \ \ SSMH 5280 "STOP" ro RIMP367.VC E3354.05 NE 36& \\\ I 23 , 30" CONC IE 352.18 E&W J 2� N NO EVIDENCE OF ATER O / I S 332ND STI I RSM 388358 TIBIA 'O' 'V PAINT MARKS TEAST M / I IE 361.08 S SDMH 5361 > - - - - - - - I (CENTER CHANNEL) // (PUBLIC RIGHT OF Wq --- ------------------ / 30' ��� (UNABLE TO V FY PIPE SIZE/TYPE S EI 3 / RIM 386.70 _------------------- i 8.44 _ *O UN 3�CONC IE 359.58 E&W 3 / 12" PVC IE 381.57 NW CTR 2 LINES a. °a Ct / // - - 12 CONC IE 380.60 E N - - (CENTER CHANNEL) / " 1' WIDE-° - ---- ------ / / W ----------- / -- " ` ��\ ��\ \ TOP NUT -------- o NO PARKING �"NO-PARKING" 38278 ° - _ - 1 OPM-6AM" ARROW EAST / \ I 3 i - - - -� - - R SMH 5285 REC. U NOT 4675062 & TOP NUT -/X "13TH PL S" & XX Inc 14 16 4981104 382.54 4.5' HIGH HANDRAIL "S 332ND ST" i I � IE 358.13 S I CB 5242 6 CLFNC W/ IE 357.72 N 30' ROW EASEMENT WITH SIGN ❑ RIM 366.56 3 STRAND BARB WIRE (UNABLE TO VERIFY PIPE REC. NO. 4675062 & 4.5' HIGH HANDRAIL "NO PARKING D I 12" CPP IE 363.57 W SIZE/TYPE N&S) 4981104 6'CLFNC DBL SWING 1OPM-6AM" I1 30" CONC IE 356.58 E&W 16 14 GATE "NO PARKING (CENTER CHANNEL) SDMH 5241 I 1OPM-6AM" TYPE I GRATED LID RIM 366.55 I I - TPN: 1721049020 15" CPP IE 359.48 IN Js I ECO BLOCK WALL OWNER: KILUN TIME RANCH LLC 15" CPP IE 359.44 S W/ 3.5' CLFNC NE 1/4, SE 1/4, SEC. 17 TWP. 21N. RGE. 4E. W.M. G (UNABLE TO ACCESS PIPE E) I 1 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON