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18-101508 (2)CITY OF FEDERAL WAY APPROVALS RECORDING NO. VOL./PAGE CITY OF Federal Way BINDING SITE PLAN N 0. 18-101511-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON OWNERS DECLARATION/DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BINDING SITE PLAN THEREOF PURSUANT TO FEDERAL WAY REVISED CODE, CHAPTER 20, DIVISION 4, AND DECLARE THIS BINDING SITE PLAN TO BE THE GRAPHIC REPRESENTATION OF THE SAME. WE HEREBY CONVEY, CREATE, AND DEDICATE ALL EASEMENTS GRAPHICALLY SHOWN ON THIS BINDING SITE PLAN TO THOSE PERSONS OR ENTITIES SPECIFIED AS BENEFICIARIES OF THE EASEMENTS FOR THE PURPOSES THEREIN MENTIONED. THIS BINDING SITE PLAN IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS OF INTEREST. IN WITNESS THEREOF WE HAVE SET OUR HANDS AND SEALS PLANT 2, LLC A WASHINGTON LIMITED LIABILITY CORPORATION DATE MR. ERIC CORLISS, MEMBER ACKNOWLEDGMENT STATE OF WASHINGTON COUNTY OF SS BY ITS PROPER OFFICERS THIS DAY DAY OF 2018. ON THIS DAY AND YEAR FIRST ABOVE WRITTEN, BEFORE ME PERSONALLY APPEARED ITO ME KNOWN TO BE THE OF THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREON SET MY HAND AND OFFICIAL SEAL THE DAY, YEAR FIRST ABOVE WRITTEN. f NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON jj RESIDING AT RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF IN BOOK OF AT PAGE ERIC CORLISS I MANAGER , 2018 AT — AT THE REQUEST OF SUPERVISOR OF RECORDS EXAMINED AND APPROVED THIS — DAY OF , 2018 DEPUTY PUBLIC WORKS DIRECTOR EXAMINED AND APPROVED THIS DAY OF 2018 COMMUNITY DEVELOPMENT DIRECTOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF , 2018 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER SCALE: N TS PORTION OF SE 1 /4 of SE 1 /4, S. 20 T. 21N R. 04E LEGAL DESCRIPTION (PER CHICAGO TITLE INSURANCE COMPANY GUARANTEE ORDER VICINITY MAP NO, 0088229-06 SECOND AMENDMENT EFFECTIVE FEBRUARY 21, 2018) THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF z � S 343RD ST Q SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN., IN KING N COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: PARK N RIDE S 344TH ST BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SUBDIVISION, SOUTH 89.36' WEST 921.92 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH 0'03'41" WEST c 307.72 FEET; THENCE NORTH 63-42'20" EAST 5.11 FEET TO AN INTERSECTION WITH 41 THE NORTH LINE OF THE SOUTH 310 FEET OF SAID SECTION; THENCE, ALONG SAID fiT r � S 347TH LINE, NORTH 89*36' EAST TO AN INTERSECTION WITH A LINE WHICH IS PARALLEL TO ST AND SOUTH 89'36' WEST 393,32 FEET FROM THE EAST LINE OF SAID SECTION 20, S 348TH ST WHICH POINT OF INTERSECTION IS FOR THE PURPOSE OF THIS DESCRIPTION CALLED "POINT X"; THENCE SOUTHERLY, ALONG SAID PARALLEL LINE TO AN INTERSECTION v, WITH THE NORTH LINE OF THE SOUTH 175 FEET OF THE SOUTHEAST QUARTER OF PARK N RIDE SAID SECTION; THENCE, ALONG SAID LINE, NORTH 89*36' EAST 363.3 FEET, MORE OR Q LESS, TO THE WESTERLY MARGIN OF 16TH AVENUE SOUTH; THENCE SOUTHERLY, _ ALONG SAID WESTERLY MARGIN 175 FEET TO THE SOUTH LINE OF SAID SECTION 20; 52ND ST THENCE, ALONG SAID SOUTH LINE, SOUTH 89*36' WEST TO THE POINT OF BEGINNING; r EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED 3/TFx_ UNDER RECORDING NO, 9208210664; ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY WARRANTY DEED RECORDED UNDER RECORDING NO. 9705151858; ALSO REFERENCES SCALE: NTS EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF FEDERAL WAY BY DEED 1. ROS 9404129007 R1) RECORDED UNDER RECORDING NO. 20060403002528; 2. ROS 9701179002 R2 �R3� 3. ROS 9307149002 TOGETHER WITH AN EASEMENT FOR ROADWAY PURPOSES AS DESCRIBED IN INSTRUMENT 5662765 (BEING A FULFILLMENT OF CONTRACT RECORDED UNDER 4. BSP 04-102097-SU (R4) 5. ROS 8605169004 (R5) SE 1/4 SECTION 20-21-04 RECORDING NO. 5139587) AND AS AMENDED BY INSTRUMENT RECORDED UNDER 6. ROS 20130510900006 (R6) RECORDING NO. 5199091. EASEMENTS (ITEM NUMBERS CORRESPOND TO CHtCAGO TITLE INSURANCE 00MP*W- GUARANTEE ORDER NO. 0088229-06 SECOND AMENDMENT EFFECTIVE FEBRUARY 21, 2018) 1} AFN 5199091 & 5662765, 40' & 45' ROADWAY EASEMENTS, PLOTTED HEREON. (5662765 IS A STATUTORY WARRANTY DEED) 2) AFN 6104747, WATER EASEMENT, LOCATED OFFSITE, NOT PLOTTED 3) AFN 7901030802, POWER EASEMENT, LOCATED IN RIGHT OF WAY, NOT PLOTTED. 4) AFN 8508200814, SEWER EASEMENT, PLOTTED HEREON. 5) AFN 8808301188, DRAINAGE EASEMENT, PLOTTED HEREON, 6) AFN 8812270576, POWER EASEMENT, LOCATED IN RIGHT OF WAY, NOT PLOTTED. 7) AFN 9210050873, POWER EASEMENT, LOCATED IN RIGHT OF WAY, NOT PLOTTED. 8) AFN 9305211351, GAS EASEMENT, PLOTTED HEREON. 9) AFN 9402110749, GAS EASEMENT, LOCATED IN RIGHT OF WAY, NOT PLOTTED. 10) AFN 20060403002529, RIGHT OF ENTRY AGREEMENT AREA, TERMINATED UPON COMPLETION OF THE SR 161 AT SR 18 INTERSECTION IMPROVEMENTS PROJECT, NOT PLOTTED. 11) AFN 20061228001680, POWER EASEMENT, LOCATED PARTIALLY IN RIGHT OF WAY, PORTION LOCATED ON SUBJECT PROPERTY PLOTTED HEREON. 14) AFN 20050805001907, AGREEMENT CONCERNING ACCESS EASEMENTS. EASEMENTS REFERRED TO THEREIN ARE ALSO IN ITEM 1) ABOVE AND ARE PLOTTED HEREON. 16) AFN 20130510900006, RECORD OF SURVEY, EASEMENTS REFERRED TO THEREIN ARE PLOTTED HEREON, 17) AFN 20150814000744, RIGHT OF ENTRY AGREEMENT AREA, TERMINATED UPON COMPLETION OF THE S 352ND STREET EXTENSION PROJECT, NOT PLOTTED. SITE ADDRESS 35053 16TH AVENUE SOUTH FEDERAL WAY, WA 98003 LAND SURVEYOR'S CERTIFICATE THIS BINDING SITE PLAN CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF ERIC CORLISS IN DECEMBER 2016. am i.W_/A TIMOTHY J. 4CDANIEL P.L.S.• METHODS AND EQUIPMENT SURVEY PERFORMED WITH A 1" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS IN WAC 332.130.090 SURVEY NOTES HORIZONTAL DATUM: NAD 83/91, WASHINGTON COORDINATE SYSTEM NORTH ZONE. BASED ON RTK GIPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK. VERTICAL DATUM: NAVD 88 BASED ON RTK CPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK AND GEOID 2012 MODEL. TO OBTAIN ELEVATIONS IN NGVD 29 VERTICAL DATUM, FROM THIS MAP SUBTRACT 3.54 FEET FROM THE PRINTED NAVD 88 ELEVATION(NGVD 29=NAVD 88-3.54') SITE DATA SITE AREA PARCEL 202104-9116 :213,955+/- SF. ( 4.91+/- ACRES ) CARWASH SITE AREA : 42,084+/- SF. ( 0.97+/- ACRE ) PARCEL NUMBER : 202104-9116 ZONING : CE ( COMMERCIAL ENTERPRISE ) BUILDING FOOTPRINT : 3,747+/- SF. ON -SITE PAVING AND CURB : 26,443+/- SF. DUMPSTER AREA : 225+/- SF. PARKING REQUIRED : TO BE DETERMINED PARKING PROVIDED : 5 RIGHT OF WAY DEDICATION : 24,995+/- SF. OWNER/DEVELOPER: ERIC CORLISS/PLANT 2, LLC 'A iex Engineering 2601 South 35th, Suite 200 Tacoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 is � S88'3172"E ,7 16 * 20 2625.16'(R4) 2625.16'(R4) 2 k89'50'07"(R4) 789'51'24"(CALL) 90-02'47"(R4) I I� I Imp M � N N N N 2628.58'(R5) — — f. 21 13147TR4)—1314.29'(R4) z W O 9�, p�j CV rl u z s s w v m N -,i N GV O> O 09 GV o4 '- 1310.91'(R4) �r I N l� c0 CF U> to cc IO NNNNCV w (n N j 90'06'46" n ( m 90'11'43"(R4) �, HELD � =' (R2)(R6) 1 2 M 1307.54'(R4) 11307.54'(R4) 20 21 Oj `9 2610.33'(R4) 2613.72'(R6)(M-HELD) � 2613.73'(R1) 28 N88'32'22"W 2615.72(R2) 2615.08'(R4) BASIS OF BEARINGS THE EAST LINE OF SECTION 20 AND THE W " CENTERLINE OF 16TH AVENUE SOUTH. RESUBMITTE FOUND AND HELD SOUTHEAST CORNER p_ OF SECTION 20 AND THE EAST CORNER NOV O 5 ZQ18 J OF SECTION 20. N01°34'24"E (HELD) r„CCtiY.OF FEDERAL. WAY 4 i I FEDERAL WAY CAR WASH A BINDING SITE PLAN DWN. BY DATE JOB NO. DAB, SLS, GAW 03/20/2018 33136 CHKD. BY SCALE SHEET TJM NA 1 OF 3 RECORDING NO. VOL./PAGE CITY OF 4::k� Federal W.. awy BINDING SITE PLAN N 0. 18-101511-00-SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON NEW LOT CONFIGURATION SCALE: PORTION OF I INCH = 80 FP. 02 30,:t tt t SE 1 /4 of SE 1 /4, S. 20 T. 21N R. 04E I I j LOT T j TIP 91152050090 I SSMH RiM=252.88 ©l4 AWVN.iIGWMC (DISTURBED) I LS # 17589-0.43' FROM CORNER osssj OX O 40' ROADWAY ( FOUND AND ACCEPTED ��p 40' ROADWAY EASEMENT "APEX R&C" PER(R6) EASEMENT AFN 5662765 - - - AFN 5662765 - .....................T....... .............. .. .. .-" '.--.. j ..... -.... ,�. --.-.-....-..........--.... .!..'...'.'.'. '.'.' '.....j..' .. •'..'.................................................... R3 5 2:6..........'.'.'....'.'................... 2 ............. -. I ...._ .. -.7, -1 - _.._ - _ - - - - _. - _ - - - - ,t...... .... .. ... .. .... ,..... ... ......... ... ... .... ... .. ... ... .8 . . R6 522:69'..... ( ) .. ............................... ....'..................j .... A AND WASHER �............'..........'.� , S88'32'22"E 234 71' ............. ..... .... ............. .... f ............. 1 S88'32 22"E 287.97' • :I 5' SEWER EASEMENT N65'32'57"E 5.23' I' _ / AFN 8508200814 (LOB' 4 ' o 4P 1852050040 o o FOUND REBAR (DISTURBED) 10' NATURAL GAS 0.14' FROM CORNER EASEMENT j � 5' NATURAL GAS FOUND AND ACCEPTED TP 202f049116 AFN 9305211351 j EASEMENT15' SEWER 45' ROADWAY "APEX R&C" PER(R6) _ I.. j 20' KING COUNTY AFN9305211351 EASEMENT EASEMENT 1`- DRAINAGE EASEMENT AFN M200814 AFN 5199091 & N j AFN 8808301188 5662765 �^. o �, � Cj- O 40, ROADWAY j ..' - - -.. .- - - - - - - � r. SP 2024049059 o o � h• ° S EASEMENT AFN 5199091 dt j... ......�... . . �. ...... ... N88'32'22"W 308.32'.'`'.'.'.'.' - - NEW LOT LINE -� ,� 5662765 .. . . (R6)328.32' 328.32 ..'..'.'.'..'.'..... cv... 4 . z CALCULATED SOUTH 1/4 SECTION 20 PER ROS AFN 9307149002 (R3) AFN 20130510900006 (136) EXISTING BLDG ,z.,,z,,,L '32'22"W 239.40-- -'• - - _ r- cli ti 10' SEWER EASEMENT — h�` AFN 8508200814 S88'32'22"E 20.00' 8' PSE EASEMENT 1 11 1691.80' _ I i AFN 20061228001680 239.40' 1 _ gp 2929040002 LEGEND SECTION CORNER ►O•� QUARTER SECTION CORNER 0 REBAR AND CAP AS NOTED PK NAIL & WASHER PROPERTY BOUNDARY LINE — — — — - — ADJOINER PROPERTY BOUNDARY — — — — — — — PROPOSED LOT LINE -- -- SECTION LINE — CENTER LINE OF RIGHT OF WAY RIGHT OF WAY LINE — — — — — — — EASEMENT LINE 0 EXISTING BLDG M IIm U I 3I I i t I -- - _ NEW LOT LINE J - N88'32'22"W 309.05- - - - - - - - - - - - a � er 2O' BL0G SETBACK LINE S88'32'22"E 278,09' L 309.05' N88'32'22-W 2613.72(R6) 2613.73'(RI) 8' P4 EASEMENT 2615.72(R2) FOUND AFN 1228001680 2615.08'(R4) APEX REBAR & CAP S. 352ND ST. LS418902 _,..._--- EXISTING RIGHT OF WAY LINE BASIS OF BEARINGS THE EAST LINE OF SECTION 20 AND THE CENTERLINE OF 16TH AVENUE SOUTH. FOUND AND HELD SOUTHEAST CORNER OF SECTION 20 AND THE EAST CORNER OF SECTION 20. N01`34'24-E (HELD) METHODS AND EQUIPMENT SURVEY PERFORMED WITH A 1" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS, SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS IN WAC 332.130.090 SURVEY NOTES HORIZONTAL DATUM; NAD 83/91, WASHINGTON COORDINATE SYSTEM NORTH ZONE. BASED ON RTK CPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK. VERTICAL DATUM: NAVD 88 BASED ON RTK CPS MEASUREMENTS CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK AND GEOID 2012 MODEL. Enex gineering � 2601 South 35th, Suite 200 Tacoma, Washington 98409-7479 (253) 473-4-494 FAX: (253) 473-0599 20 21 FOUND 1 1/2" DIA BRASS MONUMENT IN CASE, DWN 0.8' VISITED 3-25-2013 w 4r N N cc to to co NNNLV (q m I o � �• S = w tlI Q 6 W �W . ¢ wj -- ;� z I Uj LIJ Q x = V 29 "E 43.12' (R6)43.29' SSMH RIM=254.90 IE CL 8- CHAN(E)=245.05 IE CL 6- CHAN(W,S)=245.05 REFERENCES LLLJ FOUND APEX REBAR & CAP LS#18902 21 (10/2016) 28 1. ROS 9404129007 (131) 2. ROS 9701179002 R2 0R Ld 3. ROS 9307149002 0 4. BSP 04-102097-SU (R4) Q 5. ROS 8605169004 (R5) C- 6. ROS 20130510900006 (R6) .J CU FEDERAL WAY CAR WASH A BINDING SITE PLAM DWN. BYDATE 5�� I DAB, SLS, GAIN 03/20/2018 I JOB N0. 33136 CHKD. BY TJM SCALE NA SHEET 2 OF 3 CITY OFEXISTING CONDITIONS RECORDING NO. Federal UTILITY INFORMATION SCALE: 2 INCH = 60 FT. (1) RIM=251.58 (6) RIM=250.93 (12) RIM=254.32 (17) RIM=255.00 OIL WATER SEPERATOR OIL WATER SEPERATOR IE 6" PVC(W)=249,48 CAN'T OPEN IE 6' PVC(E)=248.31 SUMP=245.92 IE 6" PVC(SE)=249.61 (18) RIM=256.02 SUMP=246.47 (7) RIM=250.81 (13) RIM=253.92 IE 36' CMP(E)-244 28 BINDING SITE NO. 18-101511-00-SU PLAN (2) RIM=250.88 OIL WATER SEPERATOR IE 8' PVC(NW)=250.44 IE 36" CMP(W)=244.23 OIL SEPERATOR SUMP=245.86 IE 4' PVC(SE)-NOT VISIBLE " PORTION OF VOL./PAGE IE 6' PVC(E)=248.64 (8) RIM=250.76 - IE 8 PVC(S)=244.53t SUMP=249.09 IE 12" AB S =246.73f SE / SE I 20 21 N 04E SUMP=245.95 OIL WATER SEPERATOR � )- (14) RIM=252,70 SUMP=242.38 1 4 Of 1 4 S. T. R. (3) RIM=250.94 SUMP=245,71 IE 6" PVC(S)=250,22 (19) RIM=253.27 CITY OF FEDERAL WAY OIL WATER )=248. 8 (9} OIL IE 6" PVC(E)=249.93 CAN'T OPEN IE 6 PVC(E)=248.68 OIL WATER SEPERATOR „ KING COUNTY, WA S H I N G TO N SUMP=246.04 SUMP=243.97 IE 6 PVC(W)=249.86 (20) RIM=253,77 SUMP--248 82 SDMH RIM=252.89 CAN'T OPEN ✓ i ✓ ✓ SSMH RIM=252.27 CAN'T OPEN (4) RIM=251.01 (10) RIM=251.44 - CAN T OPEN OIL WATER SEPERATOR OIL WATER SEPERATOR (15) RIM=252.71 (21) RIM=252,99 IE 6" PVC(E)=248,64 SUMP=245.31 (FULL) IE 30' CONC(N)=242.24 CAN'T OPEN SUMP=246.10 (11) RIM=250.89 SUMP=240.14 (22) RIM=253.35 IE ° CAN'T GET INV-CAN'T SEE EN LOT E (5) OIL WATER 6SEPERATOR SUMP 247 68 248 49 FLOW TO NORTH (23) R MN=2 6P02 ° IE 6" PVC(E)=248.59 (16) RIM=255.12 IE 12"CONC(S)=252.14 �� 9�3ffi���4�9® SUMP=245,93 ������ IE 6' PVC(N)=253.00 SSMH RIM=252.8$ �a, IE 4"PVC(N)=252.33 �� � ��� IE 12' CONC(S}=251.21 SUMP=250.47 CAN'T OPEN ossok! �, ot,00 SUMP=244.32 (CE ZONE) ass CURB LINE - _----.--------_ ti - -- 2 4 25 I^ »......,'� 53 -; _- 5- -254.�� - CURB LINE-- 20 21 FOUND 1 1/2° DIA BRASS MONUMENT IN CASE, DWN 0.8' VISITED 3-25-2013 Nd.. a SDMH RIM=249.95 `d IE 30"CONC(N)=244.15 f IE 30"CONC(SE)=243.98 SUMP=242.61 CB RIM=249.15 m IE 8'PLASTIC(NW)=247.68 SUMP=247.05 i SUMP=247.52 Ll� I :. ' CB RIM=250.18 Uj :: �,`.'.. SSMH RIM=251.14 � / � SOA�•I RIM= 51.49 / / {�� '-�`'�Tp 2021®�0®56 i IE 12"CON W�247.99 - - 252 - / / / y"�``'�- °' :'' f IE CL 6"CHAN(E-W)=239.37 o » -251 -I p IE CL 8"CHAN(S)=239.37 z / so / IE 12 CMP( )=248.11 / / -(CE ZONE) ' IGRAVEL ~ SA�1SUMP=243 7� - - - \ 88'32'22'E[ 328.32' - _ - - - -- .`� _ _ _ �. � >�- _ CONCRETE _ '. .TOP OVER OW- /254 \ - e.21 � "� Q r SSMH RIM=254.20 -- - h -; i j CANT OPEN \ 1 l o - ` _ Q GAVEL IE 12 "nHMFEN I BLDG I � GRAVEL PILES AND / y ~ 2s I W 4 o, BUILDING \✓ ❑ '-254 J 1 I GRAVEL ECO\ BLOCK STALLS ti Q N GRAVEL C8 RIM=254.12 I \ a as , U.2 J aFOUND R&CSOUTH 1/4 SECTION j \ IE 12"CONC(S)=2\ `s� /\ \ \ 'APEX"20 PER ROS IE 12"CON E =2DRIVEWAY ENTRANCE i « } sr,CB RIM=254.63 S46'05'06"W QAFN 9307149002 NK FENCE , - - v; - -,�- _ sIE 4 PVC(N)=249\ CONCRETE / CONCRETE IE 12"CONC(N)=251.63 43.12' Z VSSMH RIM=265. GATE POST »- -KEYSTONE W` --N88'32'22"W 826.54'- - - M_ 54- IE ?? ?(S)=251.29A MR = �r----�---. CONC WALK s i N ti'S� S CONC WALK - - - - - 7 - . �1MP=249.76 - e- 'c - -ti - r 1 *-y 5 20 2' M-^ 1 _ 16 41_;: .. -ROW DEDICATION ' '• I �• IM 49.42 29 : ', ' .-* : _:,.�..• .,::^:. s �'r..:«�,:.="� •-y REC NO 20150814000734'. ,� .. �. N _ A r IE 12 ABS(N)=2 �z 2\. ASS SUMP=245.72 "" _ - » -- �.--- _ �` 20 21 SDMH RIM=250.35 ... ..: '= ' . r • .• .. ... ..: .. :... , N88 32'22 . .' •' • �--•,-�- �. FOUND R&C : ' f " CB RIM=251.34 .'...:. , . :..�' IE 12'ABS(S)=244.80 • v ...�..» �ti IF 12 CONC(Si-248.94 IE 12 AB )=244.75 CB RIM=249.41 !E 12"CONC(E�145.41 IE 12"CONC(V-245.49 IE 12"CONC(S)=245.39 IE 4'PVC(N)=246.01 CB RIM=249.54 -� IE 12"CONC(N)=245.65 SUMP=243.84 LEGEND - `'� MM" 4;".,tv IE i2"CONC(N)=247.13 IE 12 CONC(E)=247.06 IE 12"CONC(W)=247.06 SUMP=245.18 IE 12"?(W)-251.57 w mM=zamao -" IE 12"CONC.(N)=252.08 SDMH RM=254.59 SUMP=250.26 1E 12"CONC(S)=250.47 IE 12'PVC(W�250.59 TOP METAL 251.39 TOP OF PUMP=250.22 3gE PK NAIL AND WASHER -O- UTILITY POLE SUMP=248.63 O SANITARY SEWER MANHOLE - - GUY ANCHOR 0 DECIDUOUS TREE PROPERTY BOUNDARY LINE 00 STORMWATER MANHOLE l r i POWER VAULT FIR TREE - _ - - - - - - ADJOINER PROPERTY BOUNDARY - - - - - - - - AFN ROW TAKE LINES ❑ STORMWATER CATCH BASIN POWER JUNCTION BOX - - SECTION LINE STORMWATER CULVERT 0 PAD MOUNTED TRANSFORMER CEDAR TREE - CENTER LINE OF RIGHT OF WAY K>1 WATER IRRIGATION CONTROL VALVE LIGHT POLE RIGHT OF WAY LINE D4 WATER VALVE MB ' PINE TREE - SD SD - UNDERGROUND STORMWATER DRAIN LINE SS -SS- ® WATER METER n MAILBOX UNDERGROUND SANITARY SEWER LINE FIRE HYDRANT SIGN � n o WOOD FENCE -6- ® BOLLARD MAPLE TREE CHAINLINK FENCE 1JA GAS VALVE ex EngineeringIL IL SUMP=246.73 CB RIM=254.53 IE 12"CONC(N)=251.39 SUMP=249.56 Alml SDMH RIM=250.96 CAN'T OPEN SDMH RIM=251.57 CAN'T OPEN FEDERAL WAY CAR WASH DAB, SLS, GAW 1 03/20/2018 1 33136 f 2601 South 35th, Suite 200 Tacoma, Washington 9W9-7479 (253) 473-4494 FAX: (253) 473-0599 CHKD. BY I SCALE I SHEET TJM NA 1 3 OF 3 R E C; E--r! D k, APR 13 2018 CCPOF FEDEp� WAy MUN17Y DE 6 OPMENT RECEEIVED APR 13 2018 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT RECEIVED APR 13 2018 CITY OF FEDERAL WAY CX)MMUNITY DEVELOPMENT �- f, r"EC,T� ri IED APR 13 2018 0051IOF FED YMUNIrTy'0J. WAY P1WEJqT Control Lot Parcel The information Included on this map has been compiled by VJng Counly staff from is kgKing County RightOfWay Easement Platted Major Number a variety of sources and subject to change without notice, King County makes Do rep,esentations or warranties, aXpMS Or implied, as to accuracy' -.plate-, timeliness, ., rights to the us. of..h irform.tJon. N NW 28-21-04 Dept of Assessments plat Survey yj.g tmty shall not be liable for any general, specindirect, Incidental, damages including, but limited to, lost - ShortPlat GovernmentLot C��Cit'( or contequential not revenues or low proffle resul(mg from the use or mis- of the information contained on this + - Odgina[ShortPlat -Hydro. map or map. Anysale ofthis mformall-nonthism pisprohibitedexceptby IqFg County. This =sament - Parcel - DonatonLandClalm written permission of map Is for purposes only. 4 1, provided to assist in locating your properly and is not guan,adeed to Proposed alhow accurate measurements or to refted salability or buildability of tax parcels DonciuselbraDmypurp- 1 inch = 100 feet Date: 2/15/2017 ---- ----- 4---, ---- ----- --____ - ------- 23 2050 2!� - W.X ------ -------- ................ - ----- 'i ---- 7 Wi ------ 6 2L .- -0. j40 '*-as "I I 1�1 22 P 2?. ------------------ - 1, --------- f115-"' go ------- 21 22 �4 -------------- 7i T., a 9 ------- 20 ----------------- V- ----- _21 � ...... 1 20 21 ---------- V- �T 20 ji 27'.ts J� 10 ------- ---- -------------------- 0290 Z's --------- ------------ ------ ------Qj 18 ------------------- ------- ------- -- i --------- ----- -------- 0 11 1350 is -------- -14- :0180 17 ------ -------- ----------- I --- 12 ---- ----- ------------- 1_7 17 - --------------- -------- ------------ -bbb--- 7 1. J'- ------------ - . ...... 20020:03 470.79 ------ -------- I k A�13 .... ------- ------ ------12 0-73 30C. ------ 270 W 42 R/W 1164 sl --------------- S 352NO ST ----- -------- o' Q 2770 ----------------- !80 14 15 2090 1 20 [------- J 16 ----- 13 1 1 16� i ------ J sua D-s - - 114 MIT LME -------- --------- --- jIl S 21-21,M 120 14 8o 15 1 0870 20 41 13007 9A j W() - - ----------- 1931-2098 -- ---- . ....... ------- -------- I --- ----- --------------- S 352ND ST 1"11 "131 ------ - 244- ------- 9 -------- - ----------------- N NW'28LZI -0422 777 1 M., i �34 278a0 --------- --- 1318.60 31 30 29 W 17, 175 Ms 1 300 90 -11 0310 0 tA 30. 10p i; 54.27 3"7"', a 32 i 0 it 7212 IF inwz 1 .4 1 .................... ..... ....... 0320 50 2D-2 7/ J, 33' 7- If 0330 R-25' b 27 II Is -I h 11 J 31 488 IF 34 'Ir' IF� 26 III 'a0O �351-ZiO`t 6,t11 9079 0340 62 3 4. 261 �219.16 .9 0 5.89 AC 9 096 35 S-354TH CHORD�111.41 P 0-41-15 It AR RR 36 37 0360 0370 03a II If 11zkz R TR. B 62424 IF 1.43 1.0'ef 9008 ry 0 TRA 'I Al. • . . .. . . . 1Z6W 01005 33435 I - -.32' a 045D A EF !'. T Cal) z SP 451 9� �� gz 250070 2 0 - 4� TR. D \A 0) '0'020' 31 141311 S,rm U61., 12 Q 131 ....... 12no ......... .. M16 'Im, 40 8030 sl� T 7 so 0.11 cost, 9113 41 Mo IF it 481820#11_O6 AC 1 's. "1.76' LT 4V1 Us 0410 0110 1.17 AC �50828# eta 42 so, 0420 �O. 0. 9112q20 9125 9 9 110 el us 1 41, I so 120 ... s�' i 43 P 2003040400055,- c as ---IL�M;--ii ��sr, , - 3164 0' 0 .. - .070010004 �7,s SF So. siv '74M.-at eo'0 3 I's " 712'0"". 269 ...... f'3M0413 22.05 --a - - - - - - - - - - - - - - L 9007 4 44 1- 11 300 21�821 0 816 - 0440 12 1 0010 126.54 I, IF 88 -23 28 28 2-s' 9172 39 '6DO �4 41 OM %9. 2-7s I- z 03 '­2 25 IF 18 Lot A 07 S g-1 IF 'p, 20 31 Ir 0180 0380 042C 0200 47.40 1 9008031119 2442 IF 41.72 S 357TH ST Ir 9077 1.31 AC �j 37 1,3 V 9178 3' 139.6470 -6 1-2 pl 91.19 47 41f y. 24 92' 4; 21 7289 SFf 28 ID 36 OW 0210 27 1 .D 9092• 166.42 96 13-o"' 14 IV 2 r- a 35 8 V 1. 0020 22 01211200 11� 0140 035066 140.42 "'s ;A 1 34 ­4 Il 3 12 7. 8M 11 23 ­0 IF 0 0030 023D 140-03"1 4 e3o IF 33 8421 24Frxi me S4 i 0040 SE 0330 141. 06600 240 i 10 01 -5 s399 I 25 6641 I,-. I 10 32 .419 1 50 co 0250 6 140. .0 20 130.7 2 6 939� Il 16.56 1 26 0060 1 Ss' 02 72118;t 910 "0 S. I -T 7 83999F 00 J, '1,BsqtS3 30 8- IF 03 OD 0070 C270 27 Ma'6# 8 9069 8399 IF wa 0,1 29 141D IF 0290 0080 28 0290 so 1 14-5 t1704515 I� 9 Z. % 28 8408 8399 SF 12414 1 uG% 0280 0290 29 20 a 27 .40s Il 10 191 1, 386 50 -,1 0100 386 0270 26 1 11.26 30 1 12. Z. 'p KI NE 7100 s 9054 KILLARN E. 11 8- IF -LAF 9066 0260 33 32 1391. 94'1 -1 IF, 8�31 I IF 31 11738 IF 12 0330 -------- t J "4 0250 0 20 0320 0310 139.97 4 216307 IF 11 S359TH ST - S. 359TH ST ----------------------- 4.17 AC 9070 \ 1" 1, 0�... IF 24 of 210 a -I -21 1�� j -Is 41.12 0 4%4 X 1-92 23 14 13 34 3 J"/' 8394 SF- _..2231 1 06# 36 37 6606 66If I- c D71- 03 0140 P.70 N 70 s-I 1-1 -93 1 A 22 8382 69.75, M T,;, / 9134 02 24 N 15 -3 IE�' 9111 9115, c '0ISO 7 40, 9176 128400 9138 e 2.77 AC -2c s t/ 913 20 s 35 1 30 9034 --c 43582 IF 1-4 IF sI. 9115 : t . 90 loo 09 91,41 A' 184 19.49 AC -7 1 19 17 18 . 12M �04- do 1313.46 9116 30 10 D� 90 8018 1 9145 9004 1 80 0 30 8 360TH $T 1052; 35 KCSP 1110,15 •3WTH 7701M 11 ST 131 AS NOTB M. -- -11-1d- - (CO. DD. 1337 EST ., ­2 Ci:d- 7/597) No F-T -H'C' -IS LOTS 1-7 -CP 17. i83:7ii 7 X 1-141 10row2. 4 S. 36 OTH ST. ..68.5]' rim 030 Inn 'CJI3" LOT 1 It 11 9215 6 3013 1 24 7100 s 4 5 9 20 0060 7 18 DID% 0 1 sopo' %1 9216 11 ��! I 7200 S' 0040 0050 I1. 03 311 yb 0070 -3 �!3 301 37 9217 S. 361ST ST ----------- 74�0.6j512880 -------- 2]8951 $-1 992026i s "Ir 23- s so. s,­ N 7- IF 7 '0210 12 47 'o 3862/M M RID 17 0' 10 --------- --- ------- E SURVEY /4� GENERAL. NOTES N 1. FIELD SURVEY PERFORMED IN FED. k MARCH - 093. Z. VERTICAL DATUM: USC 465 AS U5E0 13Y THE UF!5 CORI-ORATION v FOR U.L.I.D. NO. 53 FOR LAKEHAVEN SEWER D}STRICT- 1N 1986. I ¢ 13EWCH MARK LISED : TOP OF SURFACE $RA551E AT 16T4 AVE. -�O• �c I` AWO 5 35Z"9 5T. 248.18 . Wz t•-- W CATC H $A51 N CATCH SA51N 3 iu RIM = 245,73 - ' It?`x 5O 1N.1J-G• co. ESMT � 3. HOt?140N7AL. DATUM : K.C. A.S. US1NG A BEARING OF RIM= 21F5.gq f.E.- 238.01-,-36"CcNG- W. # �30' o A-F• 711214-0374 1.E.-240.39 12"CONC. s-jjj !� # 34'1B">: FOR THE EAST LINE OF THE SE%4 SEC. 20-21-4` . ti 12 �F 11� 4- THE PROPERTY VE5CR15ELi NEREIIN 15 SUBJECT TO PUG!~T 50U1.1i1 _ _ ._.._.......-, CHAIN LINK FENCE FQ �� CATCH iASt#i R ES A5 ��___._ __. - HA11.___..__,�._______ __._..�___-- � nil----- _ _._�__ ,,I � POWER' � LIGHT CO EASEMENTS OVER G ANTEE'S FACILITIES #T`I OG - ''" i - t� ,- - � _ _ FN 0 F FIM'- z44;0_.__..___-_ _ ---- - - - �N r�}} CONSTRUCTED OR TO OE CONSTRUCTED , E:XTI;NDED OF - 51�FttTARY i M H Za - - - '- - _ V i. = 240.95 ' - _----�------__.____ 3wATER --f'r f "s �ATcla r�Asrr1 ''` l ( POWFrz VAULT RELOCATED AS DE5CRIOED IN A-F. �s 79010308O2 8812270576 �,. ttlti rJ iI ram._ _ : /R I M = Z4 S . 4D Q!1� I� -_-_._..__....__._•___ �R! fit = 245. 65 - r- 8" STOf?M DRAfN MH �� ___.- ___ ..._ ____._ pS '_ -._. _ __ __..� _ _- _ 5A1tITARY M!I 229. 3 a" E- _ - - _-� -_ _ -- _ - - A F- 921lJ0508 73. 2 -t �-..._ RJM = 24a. Sao 1. f. E_ - 23 .3to 3Co"CG)f tC. E s# - - -�} �t2A E 0RIV E E. � - f __ - t_ _t-,•C ,�A ___ __._ _... __- _ 4_- __ __ _. .-. __ _ _ - __ _ - ..._ .� __ _. d 30. t). S� .,.. g,. �. W. I E 2 I-F, 240.24^ 12 CoNC. ft. - - c -n _ _ CAICfi AStN �i t { � '/ ��GLuY A� 4CHCR.�- Pa�*i�g Z� 522.68` VSANI`TARY �'?1f __ _..- --- �' �Z• Z { N 650 33'52"E a ._ _-. -__ '-- Zk _ _ _ ^2�6 _ ___� I?1M- 245,12 �--- ``_-ir _. _ _ _ . _ tz bb *j A 1. E. = 229, go _._.. I, E. = 230.10 8., C• _ f __.__ -- ` 2 6' f '." I -_ #o' SANITARY E5 t*I-r` Sub. P o J `f,J 40 poADWAY EASEMENT `d i s j � q Ptr R A . F. -0 5662765 I r' M o� I AY EA5 E �aC rt-- 4l? ROADW MEN T I f`ptR7� MF� 25f i�tRT RAMP z Z4g •� s k� A"- - . IS WATER FACILITIES EASEMENT - 2 LIP Z� CATCH t3A5fN 40. ii 111 A. F # +51 Oq 74 7 {; 5 SANITARY E5M'T - 1 I� CATCH 15AS1N ; i A-F, Jt 8508200814 -�_i _� t 248.29 t• I.E. = 2;,9. 2{',i ". 36"1i, i 239.3fc-36"E ; __.. __45` ROAnwAY EASEMENT 2 ZAi Z i A$ 2fkD1 \ 2�J� s pf Zk p �rY� \`4 `' 9 �! �y�� A.I. ' �JfoiO27fo57J1 9i} 1 ttt \ U (( - , 1 Q , `� fit � Jf(/ ? r i I _. __�._ V. t r 2� l3AS si f_ --. � ►Y) CATG H SAS t N r I h � \ / r I ,- 2. _ � -_ - t� ,' -__ - , ---Z _ . __._.- tst �� �...___ .�"x t � . _) � ' '` jit a �r�Irt = 247. 54 I 1 ZAA 1t _ 1 S 880 32,6. y2kg% =2 2 k i, % Aq3 Z/ t� t SEQ,E i�l SAH TARY 5EWER MN \� �.,63.32'---.._.:.._�_.__ __, __ 2 Zy�-I , �. � % 15 2 / L f - 0 DRAINAGE EGM'T. BA1I? t r= � a3 / CATCH' RIM - 24(,0. f € C ! j ?0 Ir I RIMS 24B.18 TO 141NG COUNTY - A.F 8808301186 I�QAvWq'{ ' c i E. fs` EA✓EMENT '3C` OD I �0 J 2 �, ✓- c,.. `�-'J '232. f A. F, # 5199C91 _ s / � Z 1 .b CATCH E3A S I N f � � / t5 I Q-.►-- r � �„�1 ;?I M -- 248.07 , 1 / (}�� S'�!OOD i •.:..: Za�S ----- ___ -- - -- _. ._ __ _ _ - - SAf4ITARY MH I PfAMt`/ �g,y :; tt� 91 _ _ �- i i -- _ --- _._ -___ --- - +off RfM= 146. tg __.__;_� i f �-- -- ${J C }l�jA .. Z Z Z 2� 24..4.6t? ^- f2'GONG. S. � --"'.' -.•....: ��• �- b• i ,L I.E. = 234.7 - 8"cowc WC 1 Z WOOD FRAME b Zkb I Q Ij BUILD/NG Zk� f l Zh u 15' SANITARY SEWER i=SM'7 1 ' R� ' E ' r \ G t A.F. � 5506000814 E.....I ,, T, UGK � T1<'AILER i2EPA112 � � � Zk�• ��.8 � Z � ;/, ,',� . �•�2 aa• �-• 1 W CATCH PIA5IN 1 Q CONCRETE r3UIL1 iNG � D 1. E. = 04 3.7 7 - 12 14 �g WITH CONCRETE FLOOR / 1•E. = 240.27 IZ" S• !r '�� �� �' € !" F. F. = 248. 71 r 1 i - t ' - -- - - __ ._ _._ ? �. all Z�1 e ____ a I GKAVEL PARK11.JG AI?EA USEii F3Y f 1 rk / 4 MPLOYE.S OF EAGLE i?A1Dw� 1~ _ ?(t.00 - f 1 , row L? RA1rJ t, _ 2 / S`r a F' M b A t N M i S 3'ORrY? E; -1 i' da 1 r o 40 s3 , ,CUNCRI=TE BLOCK SUf ��fib.( 1.E.=241.G7^3En"Ctiro =8�1 5314"� RI �52.U2- - j t NCFk ITE f ;,�l= 248.zto ° \ 'L�% / / L£?1lJG CO1tC ?E7� Iv07 ZQ � l "G R-� 75 z c b / 1.E,=241.07^ f� F7P c. '`. , L-b2 t. f POP OF YERI tt)W=244.21 POWEt'z r6LE WIT4 �?utRHtt1 ttt WfTtI CONCRETE FLOOR'EXPOL� IN T�f,S �s n"'EA C% WIE� N 0 V.,r i:IJP�i7 iKOUIvo _.. - fz �_ GOB F. = z48,34 ii J•. �'! Ivoc�p sratRs tvrt� 1NT�3 STORM OVA Z�•��ok ` :Rf1; f Zsc,; i7 �' 2A V� E. _ g �; I �_, ' l , / f , kg p G iZA'15L �'RRKthIG LDT tN 1 1I?T {j t! ' / / �' o/ \6-rREET II�H?" ,+E N 88°3z' 28'W _ _ - I _-- t�b.87' LIG"T CON41 , r ;1i pOwcrz SET REe5AW 4 CAP k t _� / � �/ ' !' P , 16 ra li T �0 �pI• 30.f10, 2AI �� Y ,b9 Q 2�9` / " LS I?loio`�"t 7 rPOWE2� TEL POLE Zh . _ ___- - - - - -- - �i ' , 26 Zk�'' A. p9' 2 c tr' 1 p y Qt_ �� � � . uti e wATrOy " 3 32 20 W 641.19 pP' ti �y �� 2 ZC' 2� ', f8"cOr oNwoOO a� b 2�^' 2y4 A� ` a� f sTVRr? RArN 1^1� ,t. �, 2t� CYCLONE FENCE • L _ . -- Z / ¢ 2' --_ e • - - --. . ;r __�_ -,-__ _:_ _ - �6`� n" °s� i�`�t o Ito g�f k � o . 2 a 1 �� � QI^ i 8 2A R $ 2 .,. _:. :r - w . - �/�c 25 f p��k 2 7 q/ r� ,�,�'Zkg' r 'I- _, . LE `� • ~- _� OP4R $ (,COP .Z� Z'/� Ct)NCF2ETc BLOCK RETAINING_....�. __ . 20 21 - =� i (,ka 22 \� ti� -` _ 2� ^ i Y' 95• ' " I 1 F.Z� 1� t% E Ci A5PtiAtT ---_.____.. ____-__- _. _-_ _. __ I? I C HT - 0 F- WAY ,_. Zb� � ZAP LE{�.�A�. DESCRIPTION �, c'y76 -- _ -___ _ . __-- ---•---,. '' _ __ STORM ORA r, 241.-' - r___.__ ______.. 1!� ^1.f. 4 PARCEL A , SANITARY Mrj STORM r?tzAIN MN ~ EXCEPT that portion thereof desci ibed as follows: _ _ That portion of the southeast quarter of the southeast quarter of Ks!-i= 2�i:26 »fi✓1=24�.ts4 L Section 20, Township 21 North, Range 4 East, W,M, , in Kin Count I. ~.-241.85 �-8E t� S. ,a,,FfT�?�2"�MN___ I< p g Y� Commencing at the southeast comer of Section 20; I, E=2+1.87 tv F Imo, 2,1.10 Washington, described as follows: thence north 88032'30" west along the south line of said southeast �sTotzl� DRA:N MH I,1; - 3g,� f a quarter, a distance of 30.00 feet to the TRUE POINT OF BEGINNING; RIM= 2491.81 I.E.= 038.88 �. u Beginning at a paint an the sc;tth line of said subdivision, south said point lying on the westerly right-of-way margin of SR 161 as IE• 1,G'= 23g`3 W. REGEIVEDBY 89°36' west 921.92 feet from the southeast corner thereof; shown on Sheet 5 of 5-State of Washington -Department of Highway t~AGL E HARDWARE 5T0121~ CO MUNI� thence north 0'03'41" west 307.72 feet; Plan -Pierce County of Kits Corner dated May 24, 1938; i thence north 63142'20" east 5.11 feet to an intersection with the �� north line of the south 310 feet of said section; ALSO KNOWN AS 15th Avenue South; FEB 1 thence, along said line, north 89036' east to an intersection with a line which is parallel to and wi,-t.th 89036' west 393.32 feet from the east line of said Section 20, which point of intersection is for the purpose of this description called "Point X"; thence southerly, along said parallel line to an intersection with the north line of the south 175 feet of the southeast quarter of said section; thence along said line, north 89036' east 363.3 feet, more or less, to the westerly margin of 16th A-.�enue South; thence southerly, along said wes Lerly margin 175 feet to the south line of said Section 20; thence, along said south line, south 89036' west to the point of beginning. E R 1,,._,./ A N C C> .-4C:� i E i E 35053 16TH AVENUE SOUTH FEDERAL WAY, WA. thence continuing north 88032'30" west along said south line, a '. distance of 250.73 feet; thence north 01027'30" east leaving said south line, a distance of 30.00 feet; thence south 88032'30" east, parallel to said south line, a distance of 190.87 feet to tangent curve to the left having a radius of 40 feet; thence northeasterly along said curve through a central angle of 89053'12", an arc distance of 62.75 feet; 'thence north 01034'18" east, a distance of 5.12 feet; thence south 88°25'42" east, a distance of 20.00 feet to a point on the westerly right of way margin of said SR 161; thence south 01034'18" west along said margin, a distance of 75.00 feet to the TRUE POINT OF BEGINNING. HAYDDN & ASSOCIATES 4809 3W 317TH PLACE ,FEDERAL WAY, WA.98023 TEL: (206) 927-1889 FAX: (208) 927-1689 DRAWN BY: N.G, H. SCALE; 1„ V 30 JOB NO, 93005 1 OAT`' March - 1993