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09-102980 PLANS0 t D 10 �4w-, «..a.,e.++�VMM.+n«—..+•..rm,•+.e.w....a+,«a..wnrww.w�w«a.:w.^wa+nrw,r.r.r. Y 14t�'"_'►1. 0 i s - , T , t < t ' q , • , �g'�. = r t ! } �.�~•� (� ��• ��t I It , • ��ry� w 1 f, ' t f , t t i 4 _�___.. ___. _ t"' - P W,:c,� { ar2�sxuw >ri•a R. 1 • t .' I • ♦ ii { 7 � 1 v t'• f ���a •�+}� }F Mrii.,rp„,,« r IL I t . ol o PF 't `•� , t t t � C Lai W g= H H W � � for j- Z. q f E r srA a �} % S ' 5Ti r✓`✓j �.I/"'1 - r Q 5 M1 vsTsy L 1. !T„S, iTP.ST s DEU- S i 308`� 5 ` ST 312 f RESUBMITTED OCT 2 1 2009 ITY OF FEDERAL W BUILDING DEFT, CENTER SEC PLAT A Port 352.00, N 89046'08" W N 1/4 COR SEC 4 FOUND CASED BRASS MON WITH t t CB RIM 447.66 IE 8" PLAS. N. 445.31 IE 8" PLAS. S. 445.11 IE 6" PLAS. W. 445.46 J cB {r RIM 446.22 t IE 8' PLAS. N. 443.82 IE 8' PLAS. 5.443.87 f M,y { r� { I to N dLI z o U N V o � � C t� PT STATIC Z STA 110+8! p CENTERLD CURVE DAl L=195.83' (9 L=195.87'(4 R=1432.69' t &=07*50' 0( DRAIN MH RIM 439A5 FLOWLINE N-S 431 LADDER WEST SIO t SPEED LIM SIGN t SAN. MH RIM 437.51------ FLOWLINE N-S 429 j LADDER ON NW BASIS OF BEARING S 89°46'08" E - 2,639.46' PLAT S 89°46'08" E - 2,639.48' MEAS PI STATION 404.02' NE COR SEC 4-21-4 STA 120+11.20 IFOUND fl (6-16- 6)ASED MON A SCRIPTIO �f cB LEGAL DE N � �� RIM 443.47 I =u r ' IE 12" CMP N. 442.07 I (QUITCLAIM DEED, RECORDING No. 200$072500l038) _ IE 12" CONC. 5. 441.87 C4 ( ~ °` M ® PARCEL A o I THAT PORTION OF GOVERNMENT LOT 2, IN SECTION 4, TOWNSHIP 21 z t I NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED I AS FOLLOWS: ♦• d' .. • t' ° Q2� I BEGINNING ON THE EASTERLY MARGIN OF THE OLD MILITARY ROAD AS • I i I CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING •° . •:• 4 // \ \ \ \ \ N 89046'08" W 15ET REBAR at CAP NUMBER 3029941 AT A POINT WHICH IS 804.05 FEET SOUTHERLY, y 2.00' WEST OF CORNER MEASURED ALONG SAID EASTERLY MARGIN FROM THE NORTH LINE OF 20„ 284.27' / ( i SAID GOVERNMENT LOT 2; THENCE CONTINUING SOUTHERLY ALONG THE c �. V `�a� - �t CO b 1 ` SEWER STUB EASTERLY MARGIN OF SAID ROAD, 97.03 FEET, MORE OR LESS, TO THE I NORTHERLY LINE OF THAT TRACT OF LAND CONVEYED TO KING COUNTY C / 12" / i / / WATER DISTRICT NUMBER 64 BY DEED RECORDED UNDER RECORDING ` NUMBER 4=252; THENCE NORTH 89°53'42" EAST ALONG THE NORTHERLY LINE OF SAID TRACT TO THE EAST LINE OF THE WEST 756 FEET OF SAID GOVERNMENT LOT 2; THENCE NORTH 0*24' 23" WEST ALONG SAID EAST LINE TO AN INTERSECTION WITH A LINE DRAWN EASTERLY AND PARALLEL a ° OLD FOUNDATION \\ \ f I/ TO THE NORTH LINE OF SAID GOVERNMENT LOT FROM THE POINT OF • .�.. BEGINNING, THENCE SOUTH 89*35*05N WEST ALONG SAID PARALLEL LINE • .: " ,• i n �� '~ \ / TO THE POINT OF BEGINNING. PARCEL"All _ EXCEPT THE WESTERLY 12 FEET THEREOF CONVEYED TO KING COUNTY . ' • / r / / - FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7412120075. PARCEL B THE SOUTH 200 FEET OF THAT PORTION OF GOVERNMENT LOT 2, IN :.. ,yo �ry`b SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS, BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF OLD MILITARY ROAD AND THE NORTH LINE OF SAID GOVERNMENT LOT 2; THENCE EAST 404 FEET, MORE OR LESS, TO A POINT 756 FEET EAST OF THE NORTHWEST / CIACORNER OF GOVERNMENT LOT 2; THENCE SOUTH PARALLEL TO THE WEST d•.. � � •. // / I� ' f!„ / ' _ �!� ice,.--- ter, N LINE OF SAID GOVERNMENT LOT 2,1097 FEET, MORE OR LESS TO THE N 89°38'07" W SET REBAR CAP 2.00' WEST OF CORNER SOUTH LINE OF SAID GOVERNMENT LOT 2; THENCE WEST ALONG SAID 275.17' SOUTH LINE TO THE CENTERLINE OF SAID OLD MILITARY ROAD; THENCE !.i NORTHERLY ALONG SAID CENTERLINE OF SAID OLD MILITARY ROAD TO ' THE POINT OF BEGINNING. \v t , EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE EASTERLY 00� _ { 1 1 r .�• J.- ,,. -- MARGIN OF MILITARY ROAD AS ESTABLISHED BY DEED RECORDED 42 UNDER RECORDING NUMBER 7412120075. { ° :.PT AREA 7$,980 SQ. FT. OR 1.8131 ACRES • N / / / N .w 1 I / / 1 / 420 o BASIS OF SEARING AND SECTION SUBDIVISION •'" S / / J i o t, { / r - 418 ti'L G �� h THE PLAT OF TRESOEN PLACE RECORDED IN VOLUME 207 OF PLATS, PAGES 67-70, RECORDS OF KING COUNTY, WASHINGTON. > / / / / I 1 ' N �tib a16 -~ o°' "� 7 ? PARCEL NUMBERS j 88 / / / / / 1 I ( 12" CN P /r orb { `� 29020 MILITARY ROAD SOUTH, 0421049086 LIT Y ROAD so A$' w'T} (, 1its 29026 MI: AR R A ' 0421049039 i E { ' t J r' L--------- -- i PARCEL R=1390.69' I ' (KC)(C) i I t L=179.83' i i I ::. ? • '�_ J 1 �= 07°24'33" { I 1 •.. l.•'. � { I I I 1 70 ' T s a °• { i 1 1 • , 1 I ,, ,� ,� . 420 �.• ° •4. t { I 1 1 RIM 419.76 • 1 L_ { • • ; , i . : t°' 1 � 1 - - - � 42z IE 12" STEEL N. 418.06 { `-------= -- (NO RIM) to SW CORNER OF ce _ RIM 433.79 a I I GOV'T. LOT 2 i r.. ' ' w r r ' - _ - - ` / / a FOUND REBAR IE 12' CONC. S. 430.41 N , �- - , SOUTH LINE OF ' ti TO BE 0.06' S. 511.95' /,� . 1 ( f"r 244.08' / GOVERNMENT LOT P. ati b 0.09' E. S 89008'07" E/ FOUND REBAR ANb / CAP "HAVLAND" SITE BM RR SPIKE SET IN THE PC STATION a..• •. TO BE 0 S. A 2.93' E..O OF COORR LINENER ! EAST SIDE OF STA 108+90.05/ POWER POLE. P ELEVATION 437.35 / ` ........... ,aQ1 \ lI / 1Z. 30 C)UTH LINE OF NE 1/4 PER PLAT 19°50'12" W (PXC) 2614.72 (P) 2614.75' (C) ion of the Northwest w w uarter of t he Northeast Quarter of Section 4, Townshi VERTICAL DATUM_ NGV029 ESTABLISHED FROM BENCH MARKS NOTED ON "GARDEN TOWNHOMES, A CONDOMINIUM" RECORDED IN VOLUME 175 OF CONDOMINIUMS AT PAGES 8 THROUGH 10, RECORDS OF KING COUNTY, WASHINGTON, FOR BUILDING ONE (ELEVATION 422.53') AND BUILDING TWO (ELEVATION 422.56'). SITE BM RR SPIKE IN THE EAST SIDE OF POWER POLE, LOCATED ON THE WEST SIDE OF MILITARY ROAD SOUTH AT THE SOUTHEASTERLY CORNER OF SITE AS SHOWN. ELEVATION 437.35 LEGEND (W WELL MONUMENT AS DESCRIBED - POLE W/ LIGHT • SET REBAR AND CAP, LS 19635 tit POWER POLE O FOUND SURVEY MARKER AS DESCRIBED E--- GUY WIRE CONIFER TREE a MAILBOX DECIDUOUS TREE . -0 SIGN--o-Q---Q--o- WOOD FENCE. ® CATCH BASIN CONCRETE m WATER VALVE (C) CALCULATED VALUE �Q FIRE HYDRANT. (M) MEASURED VALUE ❑w WATER METER (P) PLAT OF "TRESDEN PLACE" VOL. 207, PAGES 67-70 Q DRAIN MH (KC) SURVEY No. 15-24-4-1 O SANITARY MH OLD MILITARY ROAD ❑ SEWER STUB KING COUNTY ENGINEERS OFFICE O C CABLE MARKER _ SURVEYOR'S NOTES: - 1. SURVEY PERFORMED BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION USING EITHER A ' TOPCON GPT-3005W TOTAL' STATION OR A SOKKIA ` 28" " o SRX5-AT 5" ROBOTIC TOTAL STATION AND CARLSON EXPLORER DATA COLLECTOR. 2. CLOSURES EXCEEDED THE MINIMUM REQUIREMENTS AS ESTABLISHED BY WAC 332-134-190. a ._ NORTH • .0 SCALE III = 1 21 North. Runge 4 East. W.M. 3. THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. �Z tZ-t <C ... ►� Z a � Zz d3 CoCL i •• 0- a a 0 o�. M 00 o% Ice ?Ull. Z O LIJ Z > 4 .¢ 0 obi � N F- w H V 4. PROPERTY CORNERS SET, EXCEPT AS NOTED, SGALt: - i " = C REPRESENT DEED LOCATIONS. OWNERSHIP LINES ORAF D: T.W. MAY BE DIFFERENT. OBVIOUS ENCROACHMENTS, IF CHECKED: D.a ANY, ARE SHOWN. HOWEVER NO GUARANTEE OF DATE: 8-11-( OWNERSHIP IS EXPRESSED OR IMPLIED. SHEET 1 REVISED: 10-8-2008 REVISED NORTH PROPERTY LINE T.W.K. Of 1 STEEL LAKE PLAZA - COMMERCIAL CENTER A PORTION OF THE NW QUARTER, OF THE NE QUARTER OF SECTION 4, TOWNSHIP 21 N, RANGE 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON PRELIMINARY DRAINAGE, GRADING, UTILITY, AND RIGHT OF WAY PLAN I SANITARY SEWER STUB PER SURVEY CB TYPE 2 ASSUMED 6" AT APPROXIMATLY 8' DEPTH CONTROL STRUCTURE RIM=421.80 ±421.7 RIM=424.50 ±431.8 IE=t414.00 EG t442.2 \ ±438.0 \ IE 12"=415.00 EG EG 0.5 EG IE fill=4 6 50 EG i' 4 ±44 70 1 i 30.00' 2.06 2 EG i -. ,..... t / 1 I �, FIRE HYDRANT ; I APPROXIMATE LOCATION OFSITE ADDRESS: C ; ° i!'i G r : • .-_ , \� 20 4 I -- EXISTING 8 SANITARY MAIN 1 , _. r \ \B �' 424.45 0�0 t ' > �� i- {- i :vrc F-� n d d t ; 3 j 1 »� d � i - /� 0 _ MILITARY RD .RIM �-47.66 i - ' ,1 PER AS BUILT S I� r 2• 29020 , : ,I , 445,31 FEDERAL WAY WA 1E 8 PL�iS. �4 . c : m r IE tl 5 i f / r3 � :. .. ,.r. .n,. , .✓ .,. ,,�"y ., / ;rz, >:r. ..,..,..... ,.,..,,1„ ,; :,,.. �a.�` ,;.,,z%l . �ir,�� ..� «•a. >::'a taexsi�.ci .\a ,/<. q 445.46, t c ,.., r ycf < r � %// r. �> oc . ,fir , /, ,i ', ,. r. / ,,o. ,�i , ,. roar a. r":. - �<. .. \ /r 12 , v � / F \� n E DEVEL PER. d �> ::\ >a, OWN R 0 r . .r da: �.,, ,/ //y �, Y....ta:,. ,.. .. s,...:, . > , .._ .. � ., . ,_ Y. ... w CB TYPE 2 48 r \ \\.. / �\ .. PLAZA LL ,,. •.\ „ \ .., _ .. _ ,., a,t,,, .. ! STEEL LAKE )3`. f � t :i //.. 1. \ ..? '^ -^._ __.\�. , may. ,.� \. / / ., . >-e. ,.. w ,. '�'s); ,> r ,/ , ; � ,. .. : _ �/ a �� . ,., .r / ^ \. \3 0 2 _ \�\ a RIM 422.0 t t <� � z ,/ .. \\ \n-,... ei , . . ,, ,J ., P.O. BOX 3 3 »e a ,.. / ,✓ _ i „ ..,\ .. ,; .. .,.,..:.,,. � � f / / \ . '.. ,u4,. -� ..,,''�.z,a,., � / r.7 r �,: s, ,,.),»�,>.:: � Z,zaiE__ n B 2 F F / �\ ; �v. - . ^ls, '.\ t> n✓ / / zY \'.'\ ..3 - I '�.� IE 12 W S-414.24 -� ( ,) RENTON WA. 98056 (206) 229-8998 , 4 >R s : I i D D� � k LSD ' \�k'�\ �\ \y\iJ ' �rT C ,r ...E � 4 `Q x1M, , 1. , , c ` l . ^« S� �. 3 y /r C, \t' d ' dr. �t, LL• W A$ .fie ✓- kG \�\. ,. •i' \.< ' ,^ 'G' vA /' / Yc .ff ` M 1 � �: 5 r r� �, �✓.<< > , � � ��� ��=r � f ARCHITECT. ( t r> > / � : ea 1>i�l�e, , � \ W ,Y gg aT� k�... /i t� ,:,:iaa- � � �- \ >,� zn � h;.''er'!F✓ ; � E\ 'S .r} . ffi7:si `, � � I pu t- t.,. - :/ i 0 �, i , aJ<.. 2,i / : a F♦\r / / /, a'r .E.",;: < `�:.:,z ,,`r°;. y \i., z �+ 'y'}�' (} C' d'S..i N. �"f �.L7 __ "9 �\ ! .N�`b �. 1t.... i7 L 4 `3 \\�\ W W+.. ,+ix .•✓ \ \\ :� (/ / ``i QY�c 'a• l "Il 5">, \ ^,r,N ' /> -. \ j DAVID THORSTAD 8\\ / ✓ ` -r E r.✓v v ..• - `i 1 �.,406 289TH STREET I+ rr '} i <i, �\ sr. W 21. »,;'zr^ �) /� `� -. r � rl,,a : � :;� S. c\N� � & ��✓'� x» \\\\a \ ❑ . IZ � d I \>, 3:f..r^: a ♦ :�\1 a.`>. . <_a '.ra . \�._ B (253) 941-4850 1 -- \. 3r' ' =` z... � �. %/�/r�,J.. ;�tv li �i,r'. % w. � �eu. /i,rr .✓. �`. `\,>. � : r =- � I z r M , SURVEYOR. , ,t! ifiS 4 b \. t♦'f'*`2y � F\ <` � �/� __ f ,r ;l / cM"l3 r A%' % > !, f i SADLER BARNARD & ASSOC. INC. - - - - � - - 717 W. Stewart y ? f \ u 3 > Puyallup, Washington 98371 f420.0 (253) 848-5170 'il i I f �1-' ! ` E at ,� ,.3 �.� EG o PARKING- TALLS ,> 3, e w s ,/ u rim r'er < , S dal � �,. ,\..., , � � �`\.'l� � rlr'.:r'. \1 xr' �<. \ . / + FLUSH W SIDEWALK t 2250� _51v 7 \r.S \\ c e< r. xr, f _.,.,rr✓r;L,,; � 3\ ,Zr rri,• ...,, G .:i 1 , v i a .:<;� _-a }}�r r��. t i ._ '' _ .-. _ _- .:..:...:... ....� "�� ✓ _ iy a-r. , ,4 t' . O .i a.. E,,,; •F, �' / e�M�y ;.�a : � ; ; �Q W �����,_�\, \\ -:� _ j]�/• .� ���, a\: J /ISHED FL �/ 0 GR.APHIC SCALE ,'t ( j t. a E -. F' i'r ; � lu � E3£k'L ,/ � .r wy z�Ctii•t.� ; ' � r,' ' y,,�y, a d ' l v / ).F i _ G '` i I' K`. f v .c,;; // i W� W $✓."`a '.`li///�Y>r., �'f'`x, y - N: '1 9. 0 = 0 10 20 40 t W y LEV 424 3 , , a > t i„4'>;; 1 ;r,3i tj e C 0 FEET I �. �`� -: ax.�a y. / /° .: r . r >/G ",� � � -\\ � z., ' ter,, J G/} d i xa ;�' ✓ U) .7 �;•.a: I L1.- t - , X" , d 9 ✓ / [i ,\ ° t ✓,s O a t I s< , ,r a _ r , /S% °fir _,til ^\Z\.�...�.s � " f✓ - ^�,: ' 1 i iri i t 'x .� a- r/ '}a \\�+. \. ,�J/ z :<�✓i/ 3�r;?l,.• - c, :.s.9 420 f ^ ' i S xvf , x t r< - y E / - d l .E Gxa i ,,: % � �.. ,�a\^\»a °�a��z; ri, , pia Gr�; f� .� ;i �� � � • > -1" } t ?,a > :: 'tea .... , : � � , ! , , v: ... ,; a � '"� / '/v \i"✓ /J1, � ra it \»,, ,, � < � ° _ ,`� �, I ry ��♦, , �\ „tee t ,�,,✓,� @)its, \J i. , _ 1, e(Y1P <\\' s.. `"ate. - i : W _,,.....Y,. 3=: ✓. yn / EL CA APPROXIMA 0 T i OF EXISTING WATER4IN, 7. 0 A - - - - - - - - t r r , , / a `, W c.,..1,�'�s. ,_. "-':..cti.�.,�rz f» ��3 -.e . ,rrr s,=" ,.,.. �/T�'. :-"..,...� LL - Is xw� � '`�. '1 � { � W v �-i�s:�, �; 8 /J` �-^.> ° ,i• i a 1 ` ,� »` ( � I I •`-4'19..•9 �. � � ✓ °% / 5 .k' s J.. �� 1 d .]: is « •'Z`3>w'tv..a .a�n �:$ �' r i ' �". � G> Y' ,. � r 43 �,..�r 1< I<'rr , r-3 L(i \ /// i�*ri' 4ex` R. d , ° s U7 1 i ,t 'I,`• ,.... /�r� 7 ° 1 ` I�/ 3 ✓ r r FDC/.J .i; \,\��\`/ /ri/j%/4 , ,,✓,i; - - - - - - - - - - __....-.._.._... • L ❑ I 00 i i 3,1 1 �,vt✓ g ✓� _. /„ u,; s.:. T r 8/ / ,.,, rriy ';sue v.. - \\r.., , �••:. U,) 423.00 e.o : t + Y+ .. , � . .... '�> - , ,,. ., �>,s >r,z....,:. .. ,., as � �., ,.. . >w. , aF „r,,,,,v ..,.tom , a: �, , .r xF i.. ar r . .. ._ _ ... r 's-arm., �,x , .. ».,,.v .\ , w r �K, «-4's ,"v , < . .,�.r: \ iJ r 52 �� �.. N M 3 0� /�. _� t s. t , _ a W._ a �-> .:� » . � . � , € <.:. ,� \ � ... , - \ ,- = APPROXIMATE LOCATION t i r,n.rz '«n ,D ,rk,. .f- \\ ..rlJr r.., x ^r3 a d a :: ,x E 4ta: �>,\��� � ,, � � - � ,� 423.50 - - - - - - RIM g � ��qq qy "i ' �°�rm. ^,.+ or..e Li,. � 3�: � » � ..,s,..�u.,-_,e.s �E :us 4,fr .r_,,`� >�. �•,S y z�i�a ,.�,7.3. Z > i6.LM "P"✓. ! EX (^L ! 2`0'.\-:.»� 4 ,� r. - �.. ..��,« .:?"., a ,a. ,s, r.: � - - � PER AS BUILT 0 7 I . .. r, r G•�rS.yJ �'»`e .. .R.i e..... ,�, ,, ,.r.. . eK� 1 (�, �., � .`�\�..�•� ,�a >.fi<_ \��,,`<,� ,/�. - ,� �.,�; EXIST. SSMH TYPE 1 48 r a i x 3r d > ° iaW. J � : � -e< p p� �` r � � 3 � s , _ ' � ao � 42 73 f Af R •S D x� ,. � ...\... eat rg•.^,� ��{g}Y�� ,`{. Ya -3 LADDER WEST 4 >.. y < S i. E � :.,- -�.:;� x -,`. .> RIM 420 00 ��A �ei i LL i " k $ r r °$. f x% - . IE 8 IN N 412.15 d \ ( ) } , , ., xa \\Tia+am,--,. : '.`!s y ,,., 'i �r!y ,. .<, :✓. _ `�iiix-r :.c`ka..,. t' # s� , a if'.•s,'..: , d `d � .'� ✓ � 4.1 3`>,�3� '� - ���`�\�a IE (6 IN) SW-412.30 i 11 " it i ? ' i- 'r:'�, - � %;'fin '' o ° W 25. �\ `' �., C 'vr\r', r •z,/>/ '> i _ d }r.;� ' ad IE (6" IN) S=412.30 i ti ° °� ° 1 DDCVA > �\ Y 4 1 a IE(8'OUT E=412.05 M 4 zY \ ADA H RAIL BW 24 0 ry 11� .\ca d a !) ) i VAULT if ✓,r: t..'i"-`,'"g - ° d 4 y. ✓ �4 k() f fl0 dD Sfal ±419.5 , ( TW 9. �, < ` a ° a I EG \;;Et BW 25.5E �;24.45 ' �' -Al4.20 0 ° „ ° as 4 ° ° ❑ ° ❑ ao N �f, d IRR z , 430. 430. ' d ° �, a RIM=423.40 Q S��--�5 S S t 3 .23 ° " cn �� IE 6=419.40 a 24i 9 d d 420 �d a ° I FLUSH W/SI EWALK I FINISHED FLOOR' i.. d 4 ' d ° 427.8 - - 4 z° 426.E r_.i---S�iEDLOOR I ° o. T ELEV. = 424.3 ! °. zi,,.. a° r v �,,•. 0' �, W 4 .8- , ELAV- 4 �'2" STEEL N, =1.06 .,� RIM) ° 425.8 424.5 r' ~ v APPROX. LOCATION I - PER AS -BUILT EXIST CB TYPE 1 r ) - - W RIM=417.9 ° I_ - ( 426 IE 12" (E)=412.80 y>s ° t, t t t, 3`' 3 - i a 4 - _ w , , d r i -- 3 ; -..._. C8 _... 1 cr �27 07c, W-................. ...... .< RIM 433<79 ' 32 T - SD SD S^ SD D n �CF 2" S EX 12" SD PER AS -BUILT IE 12' CONC. S. 430,41 rt.;y 'i (` o r -� -SD 3D 69 0 ° .7 �4-422.6925 42269422.a, 7;y i 43f0.50 I [42�1.0 I �421.9 f421.8 CB TYPE 2 48" t420.9 ' EG EG ±424.0 t G EG td di _, J E RIM=421.00 EG ° t ° d CB TYPE 1 EG _ _.. f y i ; CB ;• RIM=423.43 RIMTYPE 1 =432.84 IE 6"=420.60 / d / ° c IE 1;2"=429.84 C/L l � R/W 50, 42 8 it ', EXIST. R/W DEDICATION _.•7, i. �_�PLANTER SIDEWALK UTIL. 39 8P 6 5 1 1 1 1 12 1 1 1 1 5 6 8 3 ay '+ Util. Sidewalk Planter Bike Bike Planter Sidewalk Util. + f 10' Strip Strip 7.2% > I EXIST, f7.2% MATCH EXIST 2.0% 2.0% It --- j ROOM NEW PAVEMENT SECTION PER CITY STANDARDS. BEGIN PAVEMENT SECTION AT EDGE OF EXISTING CONCRETE, MATCH EXISTING SLOPE OF MILITARY ROAD SOUTH MILITARY ROAD SOUTH HALF STREET IMPROVMENTS NOT TO SCALE 66' 100' FEDERAL WAY STANDARD SECTION V NOT TO SCALE PARCEL NUMBERS 29020 MILITARY ROAD SOUTH 0421049086 29026 MILITARY ROAD SOUTH 0421049039 VERTICAL DATUM NGVD29 ESTABLISHED FROM BENCH MARKS NOTED ON "G ARDEN TOWNHOMES ' A CONDOMINIUM1RECORDED IN VOLUME 175 OF CONDOMINIUMS AT PAGES 8 THROUGH 10, RECORDS OF KING COUNTY, WASHINGTON, FOR 1 BUILDIN ONE D BUILDING TWO (ELEVATION 4 G 0 � (ELEVATION 422.53) AN ( ON 22.56 ). SITE BM RR SPIKE IN THE EAST SIDE OF POWER POLE, LOCATED ON THE WEST F MILITARY ROAD SIDE 0 SOUTH AT THE SOUTHEASTERLY CORN ER ER OF SITE AS SHOV!N. ELEVATION 437.35 EXISTING LEGEND: DER BARNARD PER SAL & ASSOC. INC. WELL MONUMENT AS DESCRIBED S ' 0 SET REBAR AND CAP L519635 POLE W/ LIGHT , POWER POLE n FO UND OUND SURVEY MARKER AS DESCRIBED � CONIFER TREE - - GUY WIRE � MAIL BOX .., s DECIDUOUS TREE SIGN WOOD FENCE t CATCH BASIN [ CONCRETE N WATEP. VALVE (C) CALCULATED VALUE 1t FIRE HYDRANT (+M) MEASURED VALUE WATER METER (P) PLAT OF "TRESDEN PLACE" i ? DRAIN MH VOL. 207, PAGES 67-70 (KC) SURVEY No.15-24-4-1 i SANITARY MH OLD MILITARY ROAD SEWER STUB KING COUNTY ENGINEERS OFFICE C CABLE MARKER EARTHWORK QUANTITIES: ONSITE OFFSITE CUT = 5,870 CY CUT = 176 CY FILL = 5,38 CY FILL = 456 CY NET = CY CUT NET = 280 CY FILL TO L SITE NET = ±208 CY CUT THIS CALCULATION IS FOR PRELIMINARY REVIEW PURPOSES ONLY THE NUMBERS SHOWN ARE FROM GENERATED FROM THE FINISHED GROUND SURFACE TO THE EXISTING GROUND PROVIDED BY THE SURVEY, CONTRACTOR SHALL DO THEIR OWN CALCULATION BASED ON THE INFORMATION PROVIDED WITHIN THESE PLANS. THE QUANTITIES MAY VARY BASED ON THE FOLLOWING FACTORS. 1. SHRINK/SWELL OF EXISTING SOILS. 2. VARIANCES OF VEGETATION THICKNESS AND UNSUITABLE TOPSOIL. 3. SUBBASE REQUIREMENTS FOR THE BUILDING FOUNDATION BASED ON GEOTECHNICAL RECOMMENDATIONS AND FINAL STRUCTURAL DESIGN. 4. PAVEMENT SECTION WITHIN THE PARKING AREAS. 5. TRENCHING EXCAVATION FOR PROPOSED UTILITIES. DEVELOPED ONSITE AREAS_ IMPERVIOUS ROOFS 21,646 SF ( ) IMPERVIOUS PARKING 26,181 SF (0.60 AC) IMPERVIOUS SIDEWALK 1,776 SF (0.04 AC) TOTAL: 49,603 SF (1.14 AC) LANDSCAPE AREA: 26,780 SF (0.61 AC) TOTAL SITE AREA 76,383 SF (1.75 AC) VICINITY MAP NOT TO SCALE m W Q 0 Z O U M W 0 Z O W W L) J J a w W Z W Z a Ln tD � M N X O InC lt. 3 W C er Z CD a� � M 0Ln Z W � a N N4 d > 0 0 N o� M•- .L U Mc�a W M. ALl wA �� pF , G `1 t ,r�i 37835 �C� �`rSIONAL ��� EXPIRES 06 30 10 00 m m CP N Z Z N H �aN � u.1 Q o W EL ao Z 1-■1 o� ce J Z Z Q J o g ~ a _J H r H LU < W O J LHL 1'� W W w W Z 0 W U U DESIGNER:JAMEY BARR ENGIN EER: BRETT ALLEN, P.E. DRAWN: JAMEY BARR S T R WM DATE: 8/04/09 REVISED: PROJECT: 08-041 DWG NAME: 08-041-C SHEET REV. C1 Ao 1 OF 1 INTERIOR PARKING LOT LANDSCAPE 70 PARKING SPACES PROVIDED TIMES 22 SF PER STALL EQUALS 1,540, SF REQ'D. 1,542 SF OF INTERIOR PARKING LOT LANDSCAPING IS PROVIDED. 1 G i s 30.00 ca RIM 447.66 IE 8" PLAS. N. 445,31 �i ij ' .. .. °t '�� 2�d �- .. IE 8" PLAS" S. 445.11 < i IE 6" PLAS. W. 445.4E �/r i d. S a i t a •a i 1 r i `N W RIM 446,22 � W IE 8" PLAS, N. 443,82 S. 443.87 ! ; ; i/ ,, ° AJ " IE 8' PLAS. a 1 W 155 ti 4 � ar ? d r-- qv w ,,,•1 j{k+�ay W W ! I • J W i d i tb: °.r1 i vl i ? WWW t I t I WJ W t t �` i 4 i r * y W W t i _ I• e.. APPROXIMATE LOC;ATI N. OF EXISTING V'VATERIM IN, b ' � d. RIM=435.7 DdME IC 14ETER A. t=' IE 12"=42S 3 IVSCAPINE DRAIN MH ' t+ 3 0. ' IRRI A ION METER ; ti RRIM 439,45 > '' ° .>� I~LC WI ENE --5 430.7{I ! 1 i .. i ,�. " �; SD ! S 101 LF 1�2" SR @ t5% i LADDER WEST SIDE 14 a ° a. t ti d ' i W W DROUGHT TOLERANT PLANT CALCULATION OF THE 569 TREES AND SHRUBS, 446 ARE DROUGHT TOLERANT WHICH IS 78%. ALL OF THE APPROX. 4,850 GROUND COVERS ARE DROUGHT TOLERANT THEREFORE OF THE TOTAL PLANT COUNT OF 5,419, 5,296 OR 97% ARE DROUGHT TOLERANT. I CB TYPE 2 SANITARY SEWER STUB PER SURVEY ASSUMED 6" AT APPROXIMATLY 8' DEPTH I CONTROL STRUCTURE I RIM=424.50 RIM=421.80 i IE=t414.00 I \IE -It- 15. APPROXIMi s--•••••••-- EXISTING E OF A AU AU AU PER AS-BUI '\IN �• f�. i r ON IN /,(1111 ��� r,.�y►F�rr V `�I` r low"wip-4 Milo RUN •` • u� ' 1 , • 1 ���r !p3 8 STALLS TYP po0pv t 112 1 1„_ ► VIA .. i • ,,,�, /-A 1, . 0. ills 11 Ir\ 1 VA I } a is •b '� ,} 'j ! � \ d CIS____ - d D RIM 433.79 a, IE 12' C®NC, 5, 430,41 r , 1 i i ,1t. i CTYPE 1 1 RI�1=432.84 / !d a . e IE 12"=429.84 W 000 LF 12" RIM=425.00 @ 0.50 IE 12"=420.1 60 LF 12" SD In 0 V) Ct - • �/, r�.I �. �r�71 -dE OJEHYDRANT .,.- , SF 0i,s --- 420}j r -SD --------- CB TYPE 1- 00 SF / 112 S IM=425.73 g� $ E 12'=421. e / G " � BIKE a . •. DD V 8.0' STALLS UKd 4. U 3 LS ° ° ° ' a �a � • D, a9 a' .1TT.'Q � 5���� I a d 0, .d . °° .I] ° . oa° • . 0. 10.D; q a . ° a ee . d .4 RIM=423.4 US Su IE 6=419.40 ed 420 FLUSH W/SI EWALK I j __• -- --- -- I I a� FINISHED FLOOR / /_- I F NISHED FLOOR I a: a 419' . - EV.424.3 I 2424.3 / .......... _..... _........I 50.0' I C1... RIM) ` A`t 0.0' I 4.4 CB TYPE 1 RIM=423.43 IE 6"=420.60 GRAPHIC SCALE ,} 0 10 20 40 1 INCH = 20 FEET =1 ILI « a 4A i`� LANDSCAPL PLA --TYPE 2 48" RIM=421.00 12" (N,E)=412.90 to pCA 0 ) APPROXIM. PER AS-BU EXIST, SSh RIM=420.0 IE (8" IN) i IE (6" IN) ! IE (6" IN) `. IE (8" OUT 0 PLANT LIST ACER RUBRUM 'RED SUNSET' - RED SUNSET MAPLE 9 2 1 /2" CAL. MEASURE PER ANSII STANDARDS 30' O.C. STREET TREES WITH ROOT BARRIER INSTALL PER STANDARD CITY STREET TREE DETAIL CHAMAECYPARIS NOOTKATENSIS 'PENDULA' 10 WEEPING ALASKA CEDAR 6' HT. SPACING AS SHOWN 24 PSEUDOTSUGA MENZIESI - DOUGLASFIR 6 HT. SPACING AS SHOWN 11 LIQUIDAMBER STYRACIFLUA = SWEETGUM 1 1 /2" CAL. MEASURE PER ANSII STANDARDS 13 PRUNUS YEDOENSIS - YOSHINO CHERRY 1 1 /2" CAL. MEASURE PER ANSII STANDARDS 9 GINKO BILOBA - GINKO 1 1 /2" CAL. MEASURE PER ANSII STANDARDS �` 45 JUNIPERUS CHINENSIS 'GOLD PFITZER' '' GOLD PFITZER JUNIPER 5 GAL. 24" HT. 5' O.C. DROUGHT TOLERANT 147 MAHONIA AQUIFOLIUM OREGONGRAPE 5 GAL. 24" HT 5' O.C. DROUGHT TOLERANT 80 RHOD. 'UNIQUE' - UNIQUE RHODODENDRON 24" HT. 5' O.C. y7 COTONEASTER PARNEYI - PARNEY COTONEASTER 5 GAL. 24" HT 5' O.C. DROUGHT TOLERANT 114 PRUNUS LAUR. 'OTTO LUYKEN' - OTTO LUYKEN LAUREL 5 GAL. 18" HT.' 4' O.C. DROUGHT TOLERANT 10 THUJA 'PYRAMIDALIS - ARBORVITAE 4-5' HT. 4' O.C. Au AS ARCTOSTAPHYLOS UVA-URSI - KiNNIKINNICK REQ'D 4" POTS 18" O.C. ALL PLANT BEDS DECIDUOUS TREE 1°I+".."• utlllllllllllllllll PLANT PIT 3 TIMES ROOTBALL DIAM. AT TOP ••,,,,,,,,,ururdillll II�IIIIIIIhu TWICE AT BOTTOM. #1 CHAINLOCK, LOCK IIIIIIIIIIIII & STAPLE TO STAKE III IIIIIIII) CONIFEROUS TREE (2) 2x2 FIR STAKES IIIII,. DRIVEN TO REFUSAL 0 IIIIIIIIIIIIIIIIiII ( Iilol I, 2x2 FIR TREE STAKE SET PLUMB & INLINE ^^i PLANT PIT 3 TIMES„IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 CHAINLOCK, LOCK 2" LAYER BARK MULCH �4 w ROOTBALL DIAM. AT TOP IIIIII IIIIIIIIIIIi. & STAPLE TO STAKE 2" DISHED EDGE Li , TWICE AT BOTTOM Ulil •""'11114 u 3 IIIII (I IIIIIIIIIIIIIIIIIIInu�: u2" BARK MULCH PULL BACK BURLAP °�� 2" LAYER BARK "ii"malnllll AND REMOVE WIRE 2" DISHED EDGE BASKET 2" DISHED EDGE UNFOLD TOP THIRD 750/50 TOPSOIL/ FOLD BACK TOP OF BURLAP & REMOVE NATIVE SOIL MIX THIRD OF BURLAP WIRE BASKET PLANT PIT 3 TIMES - 50/50 TOPSOIL/ APPROX. LO( ROOTBALL DIAM. AT TOP NATIVE SOIL MIX 50/50 TOPSOIL/ PER AS-BUIL TWICE AT BOTTOM NATIVE SOIL MIX EXIST CB TYI TREE STAKING DETAIL SHRUB PLANTING DETAIL CONIFEROUS TREE STAKING ' RIM-417.9 N.T.S. N.T.S. N.T.S. IE 12" (E)=4 +� S EXD 12" SD PERt NOTES COMPLY WITH ALL CITY ORDINANCES AND OBTAIN ALL LQUIRED PERMITS AND INSPECTIONS INSTALL 6" COMPOSTED TOPSOIL IN ALL PLANTING AREAS. INSTALL 3" BARK MULCH IN ALL PLANT BEDS ' PROVIDE TWO YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR INSTALL AUTOMATIC IRRIGATION AS PER PLAN NO SUBSTITUTIONS WITHOUT WRITTEN CONSENT OF LANDSCAPE ARCHITECT AND CITY REPAIR OR REPLACE ANY DAMAGE TO UTILITIES OR FACILITIES TO OWNERS SATISFACTION LOCATE AND PROTECT ALL UNDERGROUND UTILITIES TILL PARKING LOT ISLAND SOIL TO 18" DEPTH. DECIDUOUS TREE CALIPER MEASURED AT 4.5' MiNIMUM ABOVE ROOT BALL. CONIFEROUS TREE HT MEASURED FROM TOP OF GROUND AT TIME OF PLANTING. BIKE RACK AND BENCH LOCATION - SEE ARCH. SITE PLAN INSTALL ROOT BARRIER PER MANUFACTURERS RECOMMENDATIONS ALL PLACES TREES ARE WITHIN 6' OF PAVING. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ,DBATJ ma DAVID B. LOWMAN CERTIFICATE NO. 387 �cr) co co M co 0 N co CQ o ��l N Cd a) d� ;_, -1 Go O C\2 a r� C.0 H Lo Lo rn dro o C6 N CV II ^I 1 ` D,ow o o A co A d G� W Q Sheet L-1 of 1 DE/TOP OF MULCH 'RAY OR ROTOR SPRINKLER: STREET ELL RISER ASSEMBLY: LS ANS 12" SWING PIPE AL PIPE 40 TEE OR ELL :R DETAIL JUMBO BOX )OUBLE CHECK VALVE ASSEMBLY W/ FINISH GRADE GALV. 3" NIPL. (1 OF 2) GALV. UNION (1 OF 2) GALV. 90 ELL (1 OF 4) GALV. PIPE (TYPICAL) PVC MALE ADAPTER IRRIGATION MAINLINE PIPE BACKFLOW PREVENTER DETAIL RRIGATION PLAN NOTE: PROVIDE QUICK COUPLER KEY & HOSE SWIVEL TO FIT QUICK COUPLER FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE: 10" VALVE PIT V. 3" NIPL. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL GALV. STREET ELL CONC. BRICK GALV. 12" NIPL. GALV. STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE GALV. ELL #4 REBAR W/ S.S. PIPE CLAMPS QUICK -COUPLING VALVE 30-INCH LENGTH OF WIRE, COILED COILED NATER PROOF CONNECTION (1 OF 2) ✓ALVE BOX WITH COVER: 12-INCH SIZE FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: PVC SCH 80 NIPPLE (3") PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 MALE ADAPTER PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE REEMOTE CONTROL VALVE DETAIL IRRIGATION LEGEND 0 RAINBIRD 1800 SERIES SHRUB POP -UPS ON SWING PIPE RISER PER DETAIL HUNTER PGP-ADJ ROTOR ON SWING PIPE RISER PER DETAIL RAINBIRD 100-PEB CONTROL VALVE IN STD. BOX PER DETAIL RAINBIRD ESP-XLX+ CONTROLLER WALL MOUNT CONDUIT TO EXTERIOR © PLANT BED BY ELECTRICIAN 1 " FEBCO 850 DCV ASSBY IN JUMBO BOX PER DETAIL 1 " CRANE GATE VALVE IN 10" PIT AS IRRIG. P.O.C. M 1 " IRRIGATION METER FOR IRRIGATION BY UTILITIES CONTRACTOR FOR SITE & 1 " IRRIGATION METER FOR CITY R.O.W. IRRIGATION BY UTILITIES CONTRACTOR Y RAINBIRD 33LVC QUICK COUPLER, 33K & SH-0 PER DETAIL CLASS 200 PVC LATERALS AT 12" DEPTH MIN. 1 1 /2" CL200 PVC MAIN AT 18" DEPTH MIN. FOR SITE & 1" CL200 PVC MAIN AT 18" DEPTH MIN. FOR CITY R.O.W. NOTES DESIGN BASED ON -?0 GPM @ 60 PSI MIN. IF LESS FOUND, CONTACT LANDSCAPE ARCHITECT BEFORE INSTALLATION. PROVIDE ALL PERMITS AND INSPECTIONS. PROVIDE ONE YEAR WRITTEN WARRANTY ON ALL PARTS AND LABOR. NO SUBSTITUTIONS. PLAN IS DIAGRAMATIC AND ACTUAL FIELD LAYOUT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS TO PROVIDE MAINTENANCE AND OPERATION MANUALS TO OWNER AT FINAL WALK THRU. CONTRACTOR IS TO PROVIDE TIME OF OPERATION CALCULATIONS FOR MAY THRU OCTOBER TO PROVIDE A MAXIMUM OF 1" PER WEEK TOTAL PRECIPITATION FROM COMBINED WEATHER AND IRRIGATION. INSTALL RAIN SENSOR IN SECURE BUILDING LOCATION TO SHUT OFF IRRIGATION DURING WET PERIODS. CONTRACTOR SHALL MONITOR THE IRRIGATION SYSTEM AND ADJUST CONTROLLER TIMING TO REFLECT CLIMATIC AND WEATHER CHANGES AT LEAST ONCE PER MONTH DURING FIRST SEASON OF OPERATION TO INSURE OVERWATERING OR UNDERWATERING IS NOT OCCURRING AND THAT NO OVERSPRAY ON PAVING OCCURS. ALL PIPE OR WIRE UNDER PAVING SHALL BE IN SCH40 PVC SLEEVE AT' LEAST 18" DEEP AND TWICE DIAM. OF INSERT PIPE. MEET ALL CODES PERTAINING TO ALL ASPECTS OF THE IRRIGATION SYSTEM. ANY DAMAGE TO FACILITIES OF UTILITIES WILL BE REPAIRED OR REPLACED TO OWNERS SATISFACTION. CALL BEFORE YOU DIG! LOCATE ALL UNDERGROUND FEATURES BEFORE TRENCHING. PIPE SIZING PIPES TO BE SIZED ACCORDING TO THE FOLLOWING TABLE: 0-10 GPM = 3/4" PIPE 11-18 GPM = 1" PIPE 19-25 GPM = 1 1 /4" PIPE 26-34 GPM = 1 1 /2" PIPE 36-55 GPM = 2" PIPE ALL PIPE SIZING IS BASED ON CL200 PVC PIPE CONTRACTOR TO DETERMINE PIPE SIZES PER THE ABOVE CHART. STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT Z-BAMAman-, DAVID B. LOWMAN CERTIFICATE NO. 387 Cy) O O r� J CLl N cV �� W 0 I Q U W O U W Q Sheet L-1 of 1 i l i -7i _.., ! it ai f { E I _ , i l 1 , i # a i I _ a - A�. r t t _y b » a \ .: ( fi t T _ ; f - i fit- -_ -. AP . . r a_ w77 , .r i 1 I 1 E �R t ! t - A M TE � 6 P t• t , 27- - i _ . _ _ _ _ , _ f a' ♦ 1 i p , IV , 4 � _ - _ MOM ezt �� :V� - = -- -- ::�:: = -- — - -1i i "T t----== --- -- - — - - I — - 'a - --- --- -- — -4. — 14 1 t �-1--•- r Y'A-,i , ' i 4' • r M G J i. - - `7 r� # slum { f , 47 1a `�-'--'�i-li_.'f...� `��f Y' Y�f'f�j�s.�t Fr i•'.�� r f � +p� Q n_•.+n•-ew w•�.--+.. •n•,---'-_ ar..._. r. ,,,.-.._._-..• ..._._ . e � ' .^__ . _ _-__ .. _.,-�._+ ._ -+• .+w,.r ._ _ _ .s,.r, w._-. _ • _ r,-, _ _ a \ • e . ..... _ _ �-._s- a � .�...n �- w•.___.__s o-_ s•+_ -_ atiww• �.__• wwa .. �.._� •r�r_• .-.+.. +_.+av_.- w _ Mw..-v. , _ AO 2; 8 Inllt�C N W, �k Tq i %o NE 04-21-04 The information included on this map has been compiled by King County staff _ — _ _ _ _ _ _ 3M1 from a variety of sources and is subject to change without notice. King CONTROL MAJOR SHORT PLAT SURVEY(LEGAL 1P ® County makes no representations or warranties, express or implied, as to CONTROL MINOR PARCEL HYDRO N KC 1630 accuracy, completeness, timeliness, or rights to use of such information. -------------- _dd��` ��04 King County shall not be liable for any general, special, indirect, RIGHT OF WAY ORIGINAL PARCEL CITY BOUNDARY 0' ° 100 200 incidental, or consequential damages including, but not limited to, lost - - — — - - — Scale 1:1200 0" = 100') KING COUNTY revenues or lost profits resulting from the use or misuse of the information PLAT EASEMENT Parcel Boundary ,� Ok �,, FEET contained on this map. Any sales of this map or information on this map is Platted Major Boundary �a°ti , 5 DEPARTMENT of ASSESSMENTS prohibited except by written permission of King County. June 24, 2004 RECEIVED AUG 0 4 200 CITY OF FEDERAL WAY CDS - 1V P. _ 305 0 p0 A ma 2 N, 10087# 0020 6, A' �3A• T 38 (M 89-58-4 _ 166.06 (P 3 .9. 3 3 I i►; O O N O v I v W 1 W to Av v0 rn �w A m300.44 L AC 19027 S 0.53 A14940 9i51 SF C'✓00 134.9581 q 5 4618 140-- A _352 S' STA 117+85.0- I R/W 1912 # 1 _ R/W 1912-2 N - t--- � 0 ----- ____ 5179/328 5168/2 ,08 ----------- -- of 11 r` 4' 120040202002106 1 "7769# r i I I 0 I I li �� ' I I uB uh` 42 Q �� A2 5 I -12 W m i v I Ln I Z I! ! co I o J 1 7350# P Uo i inLL 0420 I ¢ a, �I m a)I ' m ' I N I (� N ! ! I N F I I 17.99 i m A v N 7350# Li CD i o �� I 31617# II Cn 7.99 9030 I ------ I la N i I !I N IIII N 88-14-01 W O ' 7350# 1 0400 CU L LOW ' mo I eti 0 p i II 0 0 I C)17350#Q'!I �� Iz w 11 I 0390 N ` I 1 (T) 0) 'n „ ON M a Cu Jm r o 1� ;�!! IIAII All 7350#z j' coo 01 OMI 3 O 11 U- N W ; 4z 42 3500 1 0 IJ 11 m (N ; FE nM , WO'q'lll II v 1 J Ty o r I o <II I I 1 w 789# ? 12 05 a '(! S 88-40-4 E 0360 , I IN N N Iw I'n ! I w cn 42 c; N I I Z LD 30 n> I Im 1 ' J o ! o w w '789# 0350 I I w 1 N -12 W II W J A S I1 v R � r 350# I m C ONO �II II5.71 AC 1 1 350# 248565# o I I )330 II 400,87 9037 12 W ; - 79 II S 88-06-02 , F,W• o � O COn a 329#Sv )130 ! ! LO 1 z 2 W I:1! �# Q Aa_na_no r All ,.._ 2.31 AC W \ 0 17296 SCD Fm 9162 o N N 9- 7-39 W 'o 0% Q � 0 a \ o 2 0 O w m A2 > N 30 6\ 1 O �\ L m `n, 00 N ' \z N 1 N N� N C) v O\p \fl m £ n L ✓ rIW CO r W W 0) at No N -'0' ,a N 88-21-44 W n > � \ 170 LO1 NN. Nn 1 O 9\ NLY 755 ELY 635.81 170 a m 0 � o N +� D N n I m N \ M .to o n D <9 o� \a oP^ � I I ST. 23+67.8- F00.6 m ---- 119. 18 - I v �z I 3 V II I 1307 SF WI I 9044 cu ; , U I ' I 31 , t 1 I � � t I I ' p z o I N , Y I ' I ' w I t yfi�: U ti Lu _ 1 I r } � SLLJ ' I gk I rr^^ z I a I t 1 zQ Ln O rn I i U ao UJ Cc LW o m 1 I U ¢ W aaUJ I ' 1-i a ' I I 1 I 0�p�oi S 85- 37-43 i I 45.02 w z I �31. ' I I I I 1 I S � I I I ' I ' I 1 I ' I ' m ' cll I I I I I , I ' I I N i m ; STA. 2080+00 ' I to 1 to ' I I I ' M � I I ' I 80 39 E2., 5 3-18' i 250 11 STA. 2079+00 ' ' P2 275 I 1 5 I I ' I ' ' 1 -----3 286.50 I ------113.64 0.03 AC Q ! r 9233 C O z 9z I = I 30 Cn N 922 I , I ,- 922 O w. m En U - i -� Ca ti p.. D ~ En wi p F W o I z 2 z N H GoLO 0] CV.,i to I o _1m 00 0.01 z CD a M ' C N w I 922E U m >' I LU o~ ¢ U ¢ w 1 A26 0.0 H a a 1. 92Z I a it 922E 275 ST . 2073+00 250 a � p0f 125 STA 2072+50 a STA, 2072+00 � 50 z 150 a J �g1`0 I In to to ?13 .29 t2 9221 Z 6g5.5 u r.f... #II o r u • IU) a a , `t3 �sd U) HI cc �Id r /A V/ W q J w Q ' CJ ( I z 1 S7 A15 0066+00 I I I la 125 I 250 l ' 0.73 AC q W04 I 50 50 67 +/- I N CD 125 250 I z ;{ 1 115.10 +/- 91 FO RELINOUISHME 9 COUNTY, REC. NO.o850 o In ----------------- I L '7 N 45 — 3 P 24 W .N All 8C In m H N on_ n 0060 .I LOT 2`�