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07-102851 (2)*- "- EXHIBIT F PDF PAGE 1 - 10)30/05 10:3725 AM usu7►zyoi2 110 .36 r v n i i v i i vE THE N 1/z. QF THE NE 1/4 CIF` SEC♦ 20, TiNP. 41 N, RNG. 4 E, VY.M., KIND %0VU11TY WASHIN TVN _ I FIND. I�lON. FND. MON. .. `... ,r..._,,..,,.._ •,_ _,. _.....`....._.., _.__, , ,,,_, _„_ ,,.� ._..`.. .�..._ FND TK LEAD IN CASE FND. MON.-'"--�• ."'. ~• IN ., -- 596.32' -- �- S 88'44'44" E - ......, ......._..� / -�� .-`"""" ."" ' --, 954.68' LN CASE SEC'i10N LINE CONC. IN CASE 3-20-94 S. 336TH ST. .. _ - a 899.54' .r ... ' .. 20 1 r ~" Lis 281 25' ..... _ ... -- ti ~ -. •42.4'T•�2 .�-� t_7$ `` r 515.77' .. f r r .. f s ,�.¢ , r 42.a � I kN ai-4•o.4,0 W W. 280' OF E. 599' Ta w �4 l PAR V 'L }i �r� sr - - •' • . _ fr y PARCEL. g» � 100' wETANQ _ ti ' - - 61 I BUFFER. OYP.j t� C2 = $ 2 S t' 50.0' ! 6 _ = �'� t •� TL 2021049069 - • L9 - r NOTE: ALL RADIUS' 1 ' W I � a � • �- = - ti , - ��, } 00. o � KCLLA fee 1 aoa7 02. N _ti-, f � 100, WETLAND AS: --FLAGGED BY. z OTHERS A96 -LOCATED It*- �•,� � .� _ L32 - % % FIELD �lULY, 1992 - } 14 g4.39'52" •'E Lin SCALE: 1 "=100' cr ' - .i ' + A6r - -•.; L • . .`1' Y- FOUND 2" IRON PkPE } - ' _5� _ ` �1 v03 - 1. \-.WM.ANDg 3 \ 2 � AS FLAGGED �#1P t1 7 ti REC NO. 8812200807 � p W'� U :3 I EASE' 319' • � I I PARCEL "A" l - to � c N 88048'02" W W LA. 10.00' ' I t CL z � f IRON PIPE WOOD PLUG TACK TAG • . I - ~• I W\ \ \ r I =bTHERS.ATID LOCATED IN t � - �• .- L,S #11191 CP' - - , . FIELD JOLY, 1992 - t .1 - . - - W) 71 ow N 8W45'4$ = iN 556.45' -�= D.. } S 88 - B E �• - •r' � �~.,� W S 8 S 01011 5& w I i t t �, • :- ?�• 4 _ .. - . • _ 9' 2 6' 43" ."W (R} �.. 4. 60 100 50 0 1 afl zoo - 300 � , hg' " � � 1264.2�t �� - ` � . , - ti _ 48.B8A .5768.01 BASIS OF BEARINGS EAST LINE OF THE -Ni- 1/4 OF SEE- 20 N w-01'12'44" E �, j > • - �. L1 =4'24'19" } , _ L s215.67' a , r WNERSHIP AF 7Hk5 1ARCEL IS IN- LINE BEARING DfSTANCE L1 N T35' 12" W - . - 43.77 L2 N 15621'08" W-- 31.36 L3 N 2W45'32" • YID 22.78 L4 N 52'42'51" W - :;5.28 L5 N 45'46'32" W 42.2Q . L6 N 68' 15'09" W 48.16 L7 N 7'706'04" W 22.20 Ls S 82'48'12" W 50.75 L9 S 74'59'59" W 68.22 L10 S 43'36' 16" W 67.13 L11 S 21224'36" W 53.59 L12 S 4'29'21" W 43.84 L13 S 3'00' 17" E 70,24 L14 S I W26'42" E 40.77 L15 S r18'53" E 60.33 L16 S 1728`24" E 47.60 L17 S 29'20 57" E 34,40 L18 S 15`05'55" E 27.77 L19 N 37'26'52' E 37.69 L20 N 28#07' 15" W 18.40 L21 N W33'23 E 31.00 L22 N O'12'51" W 35.34 L23 N 21'47`47" E 40.16 L24 N 1'59'28" W 51.30 L25 N T24' 17" E 33.34 L26 N W26'19" E 40.46 L27 S 14' 17'07 W 29.66 L28 S 28'01'38" E 15.04 L29 S 0' 16'05" E 27.34 L30 S 1'03'56" E 55.25 L31 S 5'28' 14" E 38.78 L32 S (Y54'58" E 19.17 L33 S T20'08" E 26,18 L34 S 24'42'14" E 45.23 L35 S 1 r48' 14" E 20.58 L36 S T57'34" E 21.87 L.37 S 8'50'31" E 63.87 L38 S 14' 10'25" E 42.71 L39 S 3720'03" E 21.37 L40 S 9'27 30" E 7.62 ECORDING NO. yG 0- ECORDER'S CERTIFICATE UNE•_ _ BEARING :DISTANCE L41 _ S 11'06'51 " E - 52.440 C4.2: - S 2T31' VE 25.23 L43 's "-1-Y60'59" E 14.57 L44 S 4'42'51 " W 16.29 - L45 S T11'34" E 4 2%'l L46 S 11*28'32" W 25.10 ''L47 •. S _ 14' �, Z{�"• i9 26.72 L48 S 23'40'06" W 34.17 L49 S 28'38' 18" W 40.03 L50 S 1 T55'08" W 45.24 '- L51 S 2YOO'46" W 36.42 L52 S 0'32'49 W 34.00 1.53 N TO 53 W 50.21 L54 N 22'23' 16" E 25.24 L55 N 19'45"540 E 29.13 L56 N 24'49'00" E 51.29 L57 N 2T 11'50" E 46,99 L58 N 1 Y 15'070 E 76.83 L59 N 47'51'52" E 36.79 LBO N 21'34 36" W 26.80 L61 N T 11'22" W 7.13 L62 N 11003' 12 E 42.87 L63 N 65'2638 E 6.47 L64 N 15' 13'2e E 44.63 L65 N 11`23*04* W 48.73 L66 N 7T2i'49" W 57.67 L67 N V22'310 E 34.45 L68 N 16'06145" E 19.90 L69 N 20'47'510 W 47.93 L70 N 40'13'33" E 64,37 L71 N 8' 19 20 0E 39.,05 L72 S 83'43'12" E 100.00 L73 S 8658'513 W 100.00 L74 N T27"09" E 100.00 L75 S 52'33'08 E 100.00 L76 S 59'39135 E 100.00 L77 N 75'42'53" W 100.00 L78 N 81'40'40" W 100.00 L79 N 7731 19" E 100.00 Filed for record this day of .27 atI?,! m In book /,_ of,gAeAr ,, at pag at the re ue�4 of TIM W. W19KIltm- CURVE ARC DELTA C1 134.92 771 s'05" C2 89,18 51'05'510 C3 17.97 10' 17'52" C4 97.75 5s'0017" C5 114.44 65'34'07" C6 28.02 16!03'18" C7 73.95 42' 15 45" ce 115,85 S 2237" C9 33,80 1 W22'06 C10 92.73 5Y07'54* C11 84.99 48'41369 C12 84.65 48'30'00" C13 39.21 22'27'59 C14 167.20 95'47'47" C15 76.76 43'58151" C16 52.67 3V 10'44" C17 87.65 50'13'14" Cis 118.65 6r58'45" "Ct9• '. -... 68.56 39217104" C20 138.53 79'22'28' C21 55.68-: 31'54' 13" 422: • . 36.30 ---40*48'01' PARCEL_ "D" -Q STION DOE. TO A --GAP IN EXISPNG I j - • S �Q l LEGS •_DF�RIPTION6. THE DIMEt4ION OF j ! •� THE SOLIYH LINE -bF PARCEL .."D"(893.70'} ' - '< - - J v� / 1-$1 IS BELIEVED T0= fl IN ERRS' BASED ON A GUY ANCHOR 5' WEST OF UNE L40 ( I �. I _ n _ _ Epp SURVEY BY E.C. FORGES Icy OCT. 1949. y C� 100' WETLAND js THIS SURVEY WAS OBTAINED FROM DNR PAVEMENT 18' WEST OF LINE N t BUFFER (TYP.) �; , RECORDS. X--- - w - r r - ' • . �� 1 �r� +� E v N 68' ' 17' } Co 96-38' ROS #8610279015 . _ ~~• �+1 N 8W27!02" E N 84'2" E /�6,]f op S 88 45 1.1E 893.70' 304.50' ! v - . , '�eb�' . _ • ' 14.$7 S 88'45' 17" E ri '.- z .. • . - • j 1 _ M.H. 2.7 SOUTH OF LINE t° ABANDONED HOUSE 14 - J - • : =v - - WEST 4F LINE 13 WEST .► f.- o TL 2021049080 tV TOP OF BANK OF DT11C#i 'W1 AS =ATED IN FIELD z N FEBRL[ARY, 1995 M .%- r - - yf i� W SC+ I z o - a . - - • �PARCEL E FhiD. REBAR &CAP rj P`RrvR j ,� - _ . r - ICING CO. 1 4�2 �'o t C� z 0.07' WEST 7i'47 � U i t10' WETLAND ' '' • - _ _ I _ • _ _ r r _ .. - _ _ • as 0.22' SOUTH *0 BUFFER (TYP S / - _„_ 75.5 18 u, 0100, , r� co .' S _ V36 4 { r4 f • .i - _ - . - - �'`~`-0 '32" R =2805 © ' �a4.00' R L =30.00 L i ! � S B9'27'13" E . ' _ ' . - 8� E -��. -- - 224.55' 641•:53' FND. REBAR ac CAP � N 8t45'28'� _ W - •,• •-•" •+• ••• - ••• •,: •`- - i 7 i s7.73� . _ KING CO. - - - • - - ' 0.08' WEST, 0.52' SOUTH , •MD. 1/2" I.f+:'3r-� 125:52' � _ TL 20210490004 - �29.22 - FND. RENA & CAP � INDEXING DATA: N 1/2, N" SURVEYORS CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements 19P_ of the survey recording act at the request of zC4_ KAREN WILLIE in JU LY 1996 SEC 20-T21 N--R Q�t• oI kb$ a wlfia� 21601 ♦4 Q.r,3,r;S kLO :S: 4--13-98 WM ACAD DRAWING NO. 1342R 1-10Q_- • - RECORD OF SURVEY !, CAMPUS GATEWAY MERLINO -i0NG Gf3, . 0:Q7'- - WEST - - - ' . • 0.17' SOUTH E - N, ' • 100 W. Broadway 10899 N.E. 8th 3t: 720 S. 333 St. Ste.200_= 1200 Dupont Ste, =2--B Ste. 5000 7th Fl9or - • Fadaral Way. WA 98001 _St., Bellingham.zWA �&225 Long Beach, CA 90802-4443 Bellevuer,'44 9004 206 83�8-6202 360 734 ti 3202 310 495-4449 206 455-9494'. DRAWN BY: DiTE : ' - j 0 B N0: T. BLOOM J LY. -1.996-5152401.0p=1 CHECKED BY: SCALE SHEET" . T, WICKHAM 1 "_ 100' - =1 OF 2 Mgr, - Supt. of Records TIMOTHY/W. WICKHAM 7-// Certificate No. 21601 CHASE -E HIBITF PDFPA.GE1W30)0610A1:17AM 7� 7 9607 121-44112 _ 110 • PORTION OF THE N 1 /2 OF THE NE 1 /4 OF SEC. 20, TWP, 21 N, RNG. 4 E, W.M., KING COUNTY WASHINGTON 3 ' PARE( A: PARCEL D: PARCEL E: - - THE -EAST 319 FEET :.OF THE : NORTH ' HALF OF THE NORTHEAST QUARTER OF THE THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., _ ICING COUNTY, WA6HINGTON;' EXCEPT THE: NORTH- 42 FEET THEREOF CONVEYED FOR IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: LYING WEST OF THE SEATTLE--TACOMA HIGHWAY, AS WIDENED BY DEED RECORDED SEPTEMBER 11. - .I'ROAD BY DEED5:-RECORDED UNDER R£CaR ING NO.' 7410080037; AND EXCEPT THAT 1947 UNDER RECORDING NUMBER 3722662; EXCEPT ROADS AND EXCEPT FOLLOWING PORTION: PORTION THEREOF LYINP WESTERLY Or' PRIMARY STATE HIGHWAY NO. 1 (PACIFIC BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 20; AND RUNNING THENCE _ HIGHWAY SOUTH) AS i; ONVEYED BY DEEDS RECORDED UNDER RECORDING NOS. 1778234 SOUTH 0*37*30" EAST ALONG THE EASTERLY LINE THEREOF, 657.37 FEET TO THE BEGINNING AT A POINT ON THE WEST BOUNDARY OF THE SEATTLE-TACOMA HIGHWAY AS IT EXISTED '. AND 3715474; AND -EXCEPT THE: FAST•. 223.6 FEET OF TRAY PORTION OF THE SOUTH 223.6 NORTHEAST CORNER OF SAID SUBDIVISION; THENCE SOUTH 89426'43" WEST ALONG ON APRIL 27, 1946, 30 FEET NORTHEASTERLY OF A POINT WHERE THE WEST BOUNDARY OF SAID HIGHWAY FEET OF'=THE NORTH 265.6 FEET OF THE .EAST 319 FEET .OF THE NORTH HALF OF THE THE NORTHERLY LINE THEREOF TO THE WESTERLY MARGIN OF STATE HIGHWAY NO. 1, INTERSECTS THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST NORTHEAST QUARTER OF THE :NORTHEAST QUARTER OF SECTION 20, TOWNSHIP_ 21 (ALSO KNOWN AS U.S. HIGHWAY NO. 99) AND THE THE TRUE POINT OF BEGINNING OF QUARTER OF SECTION 20 TOWNSHIP 21 RANGE 4 EAST W.M.; RUNNING THENCE WEST NORTH, RANGE. ;� EAST, W.M:, LYING WESTERLY OF PRII�4ARY STATE k HiA+A,Y NQ. '1-- . THE TRACT HEREIN DESCRIBED; THENCE CONTINUING SOUTH 89'26'43" WEST PAIL WITH THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST (PACIFIC HIGHWAY SOUTH), :AS CONVEYED -.BY DEED RECORDED UNDER RECORDING kO:.. ALONG SAID NORTHERLY LINE, TO THE NORTHWEST CORNER OF SAID SUBDIVISION; QUARTER OF SECTION 2C}� TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., 200 FEET; RUNNING 1778234; (ALSO KNOWN AS PORTION 0- PARCEL B :OF KING 'COUNTY LOT LINE THENCE SOUTH -0'79 36 -. -F.q,ST ALONG THE WESTERLY LINE THEREOF 326.56 FEET TO THENCE NORTH 0 10 12 EAST TO THE NORTH LINE OF THE SOUTH HALF OF THE ADJUSTMENT NO. 8810007, RECORDEQ%UNDER RECORDING- NO. 8812200807) '. THE SOUTHWEST CORNER i`H REOF; THENCE NORTH 8W27'02" EAST ALONG THE SOUTH HALF OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID - _ _ SOUTHER LINE OF SAID S1HDMSION, 893.70 FEET; THENCE NORTH O'37'30" WEST SECTION 20; THENCE EAST ALONG SAID LINE OF SAID SOUTH HALF OF THE SOUTH HALF PARCEL: -B-. -_ ■~' ' :PAML.LEL TO SAID EASIER' LINE OF SUBDIVISION, 108.68 FEET,' THENCE NORTH OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20 TO ti '-' THE WEST 280- FEET OF THE EAST 599 FEET- OF THE --NORTH HALF:•OF THE NORTHEAST .-:'89'27r02" EAST PAW.LE1: TO SAID SOUTHERLY LINE OF SUBDIVISION TO THE ' THE WEST BOUNDARY OF THE SEATTLE-TACOMA HIGHWAY; THENCE SOUTHWESTERLY QUARTER OF THE = NORTHEAST QUARTER OF StCTION'-1O, TOWNSHIP' 21 NORTH,- -RANGE 4 : ; WESTERLY MARGMZ OF'5►1D STATE HIGHWAY■ �lQ. _1� THENCE NORTHERLY ALONG SAID ALONG THE WEST LINE OF SEATTLE--TACOMA HIGHWAY TO THE POINT OF BEGINNING. EAST, W.M., IN KING COUNTY,-WASHINGTON;: EXCEPT`.iHE NORTI;F:•42 FEET TH�EOF WESTERLY MARGIR THE TRUEPOINT OF BEGINhd1NC�. CONVEYED FOR ROAD BY DEEIa. RECORDED UNDER %RECORDING. -NO. 741008jQ037; (ALSO :: ,ti= �' - _ SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON KNOWN AS PORTION OF PARCEL: 'B. QF ONG COUNTY LOT UNE,=ADJUSTMENT NO. 88100t RECORDED UNDER RECORDING NO. 081'2200807). '. - �' _ ' -' • ' • ' PARCEL C: - ti- THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTEROF '�ti- SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST,- W.M;, IN KING COUNTY' WASHINGTON' ALSO THE NORTH HALF OF THE NORTHEAST QUARTER OF TH. :NORTHEAST- '40ARTER OF SAID SECTION 20; EXCEPT THE EAST 599 FEET OF SAID NORTH HALF; A'hiD' EXCEPT THAT PORi1ON _ THEREOF LYING WITHIN THE NORTH 42 FEET OF THE NORTHEAST QUARTER OF SAID SECTION 20, AS CONVEYED FOR ROAD BY DEED RECORDED UNDER RECORDING NO..-.:- . 7410080037. _ FND 2" I.P./CONC. - - FND 2" IP ' - ' •Jhl CASE �. ti- FND Tk/LEAD/ 1 I `�- - . - .-SEE QE--TA1L`:13" - .: COW. IN CASE \ - ' 3f2D---94 , �-II-:: S. 336TH ST 17 --- S 88'44'44" E 2625.13' 20 \ _ 33TH ST. _ FND. BRASS CAP MON. IN CASE 1 �•- .c� // ti- - WITH PUNCH MARK n � � � PUGET POWER r:lo `D r: tO �t �! 3-•20-94 f/ B sn 1 - , I SEE DETAIL A .:. .}1 ... . ti . S. �3 6TH -ST 65 :45 : S 88'44'44 E SEC�,ON LINE S 8814566" E• . j1,2,91' I � �- _ _ - . . . n' D I I r °'• 1 FND. 3 i /2" BRAS9 ( _ - Ln _ -r: - 4r,- %: rn PIPE\COf4C\TACK I 5O - �� to `° 1 — _ _ _S 88'48'02" E _ (CALC)_ 2-24-9504 - 1 •1313.25 131 — ~.. n 'S 88'45'28" E: S 88'15'28"' E / „- EXCEPTION .''I CALC. CURVE STATE CURVE "moo KCLLA $$10007 r - , .1 . REC # 1812200807 DATA DATA + _ LAI f• ' �'. 1 0-21'38'02" A-21'37' � � + ^ ~_ 'c�•i�:.. ' z t: . = t _ _ L=1081.78' L-1080.8' j - M 1 .= z R-2865.00 R=2865.00' ! �- v - z ' �' T-547.41' T-547.00' i FND. 2 BRASS CAP z \. L' - - �1 MOH. IN CASE ,�_ U / �: � ) " � 88'�,4' " -02-93 223.60' 7 20 2616.83 - 1 `.,� S` A 19 S 88'46'11" E 2D " ~. 1 �`r$�rp• ! w►) S 88 46 11 E 2627.8 . �:. 20 - 0 ' FND. MON IN CASE 7-02-93 ,: (C,14L, 0610 to DETAIL "B" �-• � a NOTE: ' � • - LEGEND N /FND. 'z , . CALCULATED C�ITERLINE _BASED 2" I.P. j N.T.S. z -ON HOLDING -RECORD RADIUS / r •- • •TACK/CONC. _ , - - • AND MEASUgb DELTA:. ! IN . SASE -� • SET REBAR/CAP FND. 2 1 /2" BRASS' • . . r . ' 2-21K-95 - LS #21601 FND. CONC. MOH. CAP MON. 7-08-93 7-28-93 - 0 FND. AS NOTED - z20 _ BOUNDARY LINE 28 ��" 00 / r r • ' 29 28 + �• J z - PARCEL LINE FND. 2" I.P.'fa� • ' - - ' . SUBDIVjSION SECTLO_ CONC. W/HUB&TACK .�� / 17 20 tf1 ' t I W z z I :3 "� ' t!) Q U 1�= 00 � I O !• z T- c� I Iz i FND 3-1/2" BC •- --- -- RIGHT OF WAY LINE IN CASE (CALC) CALCULATED TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. 2-24-95 N _ • ' = . ' ' . MEASURED N.T.S. • . - ' . (R) RECORD _ • . : ' - . D ETAI L A„ EQUIPMENT _USED EQUIPMENT UTILIZED FOR THIS SURVEY L.EIiZ SET 4 (TOTAL STATION) V. TEQHNICAL U96 10 41 01 THIS SURVEY MEETS OR EXCEEDS PRECISION REQUIREMENTS H ;� AS SET FORTH IN WAC 332--130-090. FIELD TRAVERSE METHOD ¢rxr 2s� -r � NOTE THIS SURVEY DOES NOT PURPORT TO SHOW ANY EASEMENTS l EXCEPT THOSE AS SHOWN. EXPIRES: 4-13-98 RECORDING NO. VOLUME / PAGE N.T.S. RECORD OF SURVEY FOR CAMPUS GATEWAY MERLINO CHASE - ' ' - • . ACXD DRAWING� -NCB: - 1342R2---60G7 - ' :-JNDEXING DATA: N 1• -2 N.E- 1 4 SEA- 20--T21 N-R4E WM.:- E A R T-='H" T• E • C • .H .' ---1290' 100 W. Broadway 10800 N.E. 8th St, 72b S. 333 St..Ste.200Dupont St., Sfa. 2-13 Ste. 5000 7th Floor -.Federal Way, WA- 98003 Mingham, WA.98225 Long Beach, CA 90802-4443 Bellevue, WA 98004 ' 206 838--620�- _: 60 734-32aZ- 310 495-4449 206 455-9494 - DRAWN BY: DATE: JOB NO. T. BLOOM JULY 1996 •51522401.001 - - CHECKED BY: SCALE: SHEET =. ' T. WICKHAM DONE 2 OF 2 0 50 100 200 300 SCALE: 1 " c 100, FEDERAL WAY VILLAGES BUFFER "ERAGIN PLAN CITY OF FEDERAL WAY FILE NO.: (07-102851-UP), 07-100345-UP, 07-100346-SE & 06-106382-00-SU ________--__._-____-..__-_-____-_._-- __-___ _ BUFFER REDUCTION __________ ! t z ! t -•-------_ ___ .__-___--_______--___.-_ BUFFER REDUCTION --__._____._____________________________ i _AREA; 5,2.�- SF ____.___-_ _-_.-_----_ _____-___.___-_____ 1777111-11-1 7— IcyP-1 7f I MT V 1 U 11111TY 11i1AFv NOT TO SCALE APPLICANT: FEDERAL WAY VILLAGES, LLC ATTN: DAN RILES, P.E. P.O. BOX 73790 PUYALLUP, WASHINGTON 98373 253-848-0820 CIVIL ENGINEER OR SURVEYOR: ESM CONSULTING ENGINEERS, LLC ATTN: JIM MOORE 33915 1ST WAY SOUTH, SUITE 200 FEDERAL WAY, WASHINGTON 98003 253-838-6113 ENVIRONMENTAL CONSULTANT: J. S. JONES AND ASSOCIATES, INC. ATTN: JEFFERY S. JONES, PWS 402 EAST MAIN STREET, SUITE 110 AUBURN, WASHINGTON 98002 253-804-2645 BUFFER AVERAGING NOTES: THE CITY OF FEDERAL WAY CODE SECTION 22-1359(b) ALLOWS FOR BUFFER AVERAGING "ONLY WHEN THE WETLAND OR THE BUFFER WHICH IS PROPOSED TO BE REDUCED CONTAINS HABITAT TYPES WHICH HAVE BEEN SO PERMANENTLY INIPAGTED THAT REDUCED BUFFERS DO NOT POSE A DETRIMENT TO THE EXISTING OR EXPECTED HABITAT FUNCTIONS." FOR BUFFER AVERAGING TO BE ALLOWED THE APPLICANT MUST DEMONSTRATE THAT THE PROPOSED BUFFER AVERAGING WILL MEET ALL OF THE FOLLOWING CRITERIA: 1. REDUCED BUFFERS WILL NOT AFFECT WATER QUALITY ENTERING A WETLAND OR STREAM; 2. REDUCED BUFFERS WILL NOT ADVERSELY AFFECT THE EXISTING QUALITY OF WILDLIFE HABITAT WITH THE WETLAND OR THE BUFFER; 3. REDUCED BUFFERS WILL NOT RESULTY IN UNSTABLE EARTH CONDITIONS NOR CREATE EROSION HAZARDS; AND 4. REDUCED BUFFERS WILL NOT BE DETRIMENTAL TO ANY OTHER PUBLIC OR PRIVATE PROPERTIES, INCLUDING LOSS OF OPEN SPACE. IN ADDITION TO THE ABOVE LISTED CRITERIA, AT NO POINT WILL THE BUFFER BE REDUCED TO LESS THAN 50% OF THE REQUIRED STANDARD BUFFER AND THE TOTAL AREA CONTAINED WITHIN THE BUFFER AFTER AVERAGING SHALL BE EQUAL TO THE STANDARD BUFFER DIMENSIONS, SEE J. S. JONES AND ASSOCIATES, INC. FUNCTIONAL ASSESSMENT DATED 10/17/07. KEY: BUFFER REDUCTION BUFFER INCREASE PHASE 3 & 4 WETLAND FILL 13,062 SF (MITIGATED AS PART OF K)TTS CORNER DETENTION SETTLEMENT AGREEMENT) BUFFER AVERAGING TABLE: < < BUFFER REDUCTIONS �.� �T�� ~ 5,259 SF �! J IVIITIGAT t� ETLAND F R PHASE 3 8c 1,972 SF _.... l PHASE VET A ' MITIGATION FOR FILLIN /Jp�� I 1,129 SF �` �tl E WAS COMPLET D�AS PA THElGt DETENTION 846 SF KITTS CORNER 6jRMWAT D TENTION 8'7LEMENTAGRf EEMElV9 266 SF 460 SF 459 SF F " I No , PLO,\ 1 91S "t f '� 0 3 , M _ t TOTAL BUFFER REDUCTION: 10,3 1 L�J1l l IL1 - ,, I � TOTAL BUFFER INCREASE: 10,4 J ! NET GAIN IN BUFFER AREA: 39 S r r i 1 BUFFER INCREASES 5,259 SF 4,233 SF 938 SF 10,430 SF o 6 - 1 49 RESUB . DEC 0 5 2007 CITY OF FEDERAL WAY BUILDING DEPT. 4 1214/07 LRE NEW AVERAGING AREAS 3 10/17/07 LRE PHASE 11 ROAD IMPACT 2 7/2/07 LRE CITY OF FEDERAL WAY LETTER 6/12/07 1 5/7/07 LRE NEW LOT LAYOUT NO. DATE BY REVISION O M ° o rn � o .. w ® w !� d O z N C7 Cf Q J z O U o So 0 0 w Oa �a 0`to Lo N t` c� 00 0 z z a. 0 ® 0 z i I z � cn ® CL D m o 0) w 1 r- N O m O N6 IL w p Un } m W o >- m o >- W m> m O 0 W U W y? V W= V o t a) O Q o a a -°� Q O i w Q i i �C w� w V !I _ m 0 � U� r C/) TIME: 10:21:11 SATE: 11-06-06 USER: DDG XREF: I TITLE FILE INFO: 1: \2005\2005-14\11 -3-06SITEPLAN.DWG ( � J I / I I / I ° 0 ° °// I ( / a / ° I ills° °i//a II ° ° 10) I ° ! I m 1 ° ! in 4 /l 12',3„ ° j I M li vi io ( ( r I ( �rnd � I J i I m-,N _ m z ca C ! 4 ! 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