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Home My WebLink AboutLarge FormatI to] ' , , .IN: I 0 a9tel tkyj TA } vii DATUM /BASIS OF BEARINGS _ 1-1 •_ STA: 541+31.31 CALC. \� (STA: ;541 +31,26 WSDOT) M'' ` , �� •\� e r?\ � r ��Q .,,, A. A`s 3 arx .........' I", ` FND 5/8" REBAR W/NO CAP, TOP 6" BENT SHARPLY TO SOUTH, AT CORNER (8/2007) RIM = 351.92' IE 10" CONC = 348.82' CULVERT IE 24 CONC NE ; 346,1' RIM = 352.95' IE 18" CONC E = 345.8' IE 24" CONC SW = 345.7' RIM = 376.68 IE 18" CONC N = 374.6' IE 12" CONC E = 374.5' IE 18" CONC SW = 374.4' BUTTON LINE TO WEST SSMH #7358 RIM = 390.76' IE 8" PVC E,W = 379.2' CENTER OF CHANNEL CULVERT IE 12 CMP E = 3 CB #7359 RIM = 396.00' IE 12" CONC S=390.8' IE 12" CONC W=390.8' IE 12" CONC E=392,9' SSMH #7353 RIM = 400.8 IE 8" PVC E,W = 391.2' CENTER OF CHANNEL W �` . ��'� 719.89' N88'02'57"E MEAS. (N88'03'02`'E WSDOT) - --SD - , SS SS r-r;";w '� �xi - dY's..,ef.'°+. �a e c ..,. x r hll r,�, : a.°F - J Q .i a'?"-m• w' i' z,R;; . a F '.-� F �.,. 3: i',:. r,.. r"r`.'.? : - ,:>fl :cp t' to �... S S f� ak �` z a.+,.r ', e a`,c ..i.F�r... �r' — a ��• > I r Yf'1 r e , •Sky r'r+'' 7. .,.- ,a%.."� f,5 ate- a.+ i,...., «., �. ,....,...,..,....,m S f >: Via" 'R1�f .€ a 3.' .^.'.... o �.,. f ,,;, ��-- S GV as11 :.y i� �` r' s:> '11, '^�i+. ar.� a'a' 3srr'..>.3,.i,.., ,t-- _x,., ,. t4 < "a. ,....... _. ...�•,. G ,<.x. a ,. r ,,.A 0 G ry ,x f ' ---- — T. ry„ .,, .a..9-,.� 17 xt s G ,a .€ g' 1'a, �: x�..a "F S a �3'M"rit f ,a r' - �k ea'„;' rM. ::.� av sue" "`�J �,r s'"' ",�G NJ , : : ..ca f s ' c ra <�a x �� ;," k �' ('�' :f. ,:7 f •..., SS .w' l 1-1 _G —G --- 1 ,- -- .._,1111�% I � „36 �.. _ - 4 GIB - - ' G'/ -� —✓ �` 4 O' LCL \ � 2„ _ .. S S. , _ _== -- S$ \ , \ STA '1360_ww., .. --,--, SS � - rn • " . >11 56�.08 / �.3g8 SD (STA: 1'0,2 57 E \ a, n \ �. I/ I 390<. - FND REBAR W NO CAP, TOP ( 6" BENT SHARPLY TO SUTH,Li- CB 7360 __ _ - o RIM = 395.97 !` t ON LINE 3.1'W. 0{° CORNL'R `O ww IE 24 CMP E �®` 2' DIRT PATIId Q� \ `1 (8/2007) , '� E- „ 111, I'll\ \ \, *SS 5 \ vQ " o p : ram= IE 12" CONC N .£ � 356 , �„ , \ �IM i 37 O •\ � i s 9p, \ I ``'n- WATER IN STRUCTURE FND 5 8' REBAR AND CAP, / °o ) IE� 8" fVC N E,W 357. i ,a �� Ma °} Q ELEV ®WATER LEVEL = 391.3' / N , G a w, i r \ CE1V\TER \OF G jANI�EL , �,,, w' 8� �y €v IN N LS#18902, 0.2'S. OF CORNER �' f f �_ � ,' \ \ \ \ PA�CELIC A �` aty _ / \ NW. CORNER � s �, 6 l / \ ', / o CHAINLINK „Y, { b ) o c,'6, 0� � (,, N 1�, t Z FENCE 0.5'E. FND 1 /2" REBAR AND SDMH #7657 , RIM = 354.72' IE 18" CONC SE = 347.1' IE 18" CONC W = 346.9' FND PUNCH IN 3/16" BRASS PIN IN 2-1 /2" O.D. CONC. CULVERT FILLED PIPE IN CASE, DN. IE 8 CONC S = 374.8 ' \ 0.5', HELD AS PC JR 1+58.68 A WSDOT MON (8/2007) --\ CB #8199 RIM = 358.46' IN IE 8" PVC E-NW = 345.7' CENTER OF CHANNEL APPROXIMATE LOCATION BURIED CULVERT W 4 Z a - a 0 W T-4 cn I t. / TBM B ELEV = 378.55' CULVERT IE 12�` CONC NW =k 375.7' -EP- „- "� ,"`-, A — r' S `° rn `� o c i `� 1.OF R CAP, LS#9634/10356, k f y / 11) 00 ry� Z 0.6'S. X 0,1'W, FENCE �' 1 / '' d I w o.s's. of R (8/2007) / /I / ., FND TACK IN WOOD PLUG -. SE. COR. FENCE, ( / / I SW. OR. C AINLINK 0 a? 3s 1, / / � �. / / IN 3/4" IRON PIPE (I.D.), p" � t Z D S4 ".1 "`\, . t / ( I / l ( / � 1 \ x FENCE 1.2'N. 'OF Ld 2.9 N. OF F f ( t- \ 0.1 S. X 0.1E f /\\i 4 PROPERTY CORNER CLF �SOUlii LINF OF TH NOR IH 150 p SLV ,w„ I (8/2007) _ s. OH W / ) 4 \� _., w / ( '- BEET �flF ESE /4, S 1 /�I SAC. 253.60 .. _ - -° li� TF j \ 9. 23 N kGE 5 , N',M. 1 ` / \ N88'02 57"E / , �„ ,'` ��°"a---�--= TP�i°92305918 _ 1 / 1 )\ CHAIN LINK FENCET\ 1� -, ,> HW �4a r t '> �. p.8' SOUTH OF 40R , " , � ; E "" ' ., / 130,002 `SQ. FT. `, \ ° \ ROPERTY .LINE _ " i ` 1, * F\ a t' \ _ f2.9A844�-AC:3 - �HW ,a' WES i LINE' OF THE EAST 40 FEET g �b �_ '� w OF THE" SE f/4; SW 1/4, SFC w29, m. �. ., 1D /8" REBAR AND 11 w. \ '', \ `' 3 J ..... '� C�@f', S#189 2, ON �zp R- 00' / Oft(W Q, / 1 TWP .,23"Iv . RGE -fir E: `W(M. . __ _ r', _ ' `z - "_, <y '�',� ,.,-� f `4 �, ; �` - UNEl3. 'W. 0 CORNER " L/ 0 86 L 2I z .7 = ;' 1 _, __ OHW �, � � � � \ ($�2®07 � � �..� `A1.�� 0 W a \ a _ _,.,_ � ' -�%BR. OHW � '4 \ `- � � � pp �� HW \ ems, OF \ �, `� -• .> . / 9� ' > / 9RL T' '� fy'�' s` U \�°`' ' ..,'� ",. ', `" w.,� ,.„,,. ,,�,„. �...,., a%� :✓�' ,.�H 16R a; a, 1a., ,. �.. �........,., d �`6 . ,,. \ ti� : _ �w `.."K ,, -OHW, OHW Oki�N.OH 15R ' '�� OHW� \ -, `--• , /y� R< _ r \ � r \ \. `' - PARCEL A.y " "40R 34R __, , , `STREAM ) \ FND 5 't z�\ � - `�?• --- --- - " --- __ ., _m_ , O iW 2R 1 R P _ 2;OR °, \ '� LIME OF ONINARY ;a 3 /8" REBA3 ` / � p ONW m�y " v !�''� 4,9Z Qy 0HW .. ! ,. 9 AND CAP, LS 18�02, �, s' - .4R 4k84V �11R �--t OHWC. kNIG WAT R ` �,. �. 8 . # �/ / &HW/ <Y --0fTW�1"14�2 A y 21 '. 5v w w U1 s.`OF CORNER ✓` �,-, •_ ..,-.. �HW OHW.... ONVVGOHW gR ` � , 191� `' 21L OHW ti 1` . �' / / o' 0 48v_F R-..._ 8R. OHW - oI�W.. ,... �, (8/2007) ,. o,, \ _ w- - -6R 7/✓' HW �0 I"" - ... 2R `� �' -1 0. t� o� 3 R \� x ��' OHW �OHW `�� L 16L 7L. 1SL� �20L 22L d OHW ( �' > �`2A \ ( e \ 2RP3R L °° HW f ` x OH @H I % 'OHVV ��iW W 26L 8 �( "• ;STREAM- -. -14 y w W y 10L OHW OHY� 23 4R 9 f 46L ` �, `L�) � lDHW 9L e°11L OHW �4 a, / > -1 -0 W 25L` v 90 �? ,!0 SQ. FT. OHW � OHW a :.11 .. �` �.. ' 3�2 12 ry i1 W 24L 2L• O? CDHW O OOC2 AC,36 '>- ,- .a OH Ni 35R OHW,DHW41 � „rJ 7-, I ,/ iZv M ( " ,` � � � � CONCRETE BOX / 2� p' � -41 '- — ., �8L/ 5� L / f 1 !� �� 23L� OHW� 2 R R ��8 a\ HW r , CULVERT \ a- W . (' i qy s me1-1 t f`b p 28L OHW a, \w----'° OHN/ OHW > 4R/O�FIVY " 1L 4... t _ ' ��' 1 7 \ \27RIW 30R OHW 6�HVG� 7 �K5 GRATE ELEV = 362.8' / q� 29L 0Hw / 4 w I $ / ^� - `� 28F� " -°. 31 g 33R�J FND 1 /2" REBAR AND CAP, IE 18" CQNC W = 359.3' r _ ; "a� ( j1 a a i " 30L -, W v •. OHW �, w OHW °' , `T4r L5#15661, UP 0.1', 0.1'S. OF e a \ 6s / ( _<- T If / - `-°.,, 2 R y 0 /4 A� �;I CORNER SDMH 7658 \ - i ,d? g ) ( �O w i (I / �, _ W . 32'�� >v 3 r °.r` (8/2007) — _ ) "� ro / // 4 h" q .......,.. ; P sb 4 RIM 364.21' c� / ti Y ..� 7 ((s�py.. 9HW OH / / !! z -. _ __ _ . _. ..._, --- ..-._. -. __ _•_-__. _�. ._._. _. - .. rr _ F S - .& .. — �. aR i S_ _ �J�__ _ 4y_ .. _. ._. _ a, _mart,ae r _---!E a _ �- - TPN 29230590�19 N / p CONC SE 357.7 , i I > __ UH � t"" I,9 REFCRENCES OO. �, t34,826 JQ. FT. i >° 3 32L 0 �� N t5 W 0 40L 42 " , � ,. IE i8 CONC NW = 357.7' O g ) PP y '� o / w 33L 0 W O .: RECORD OF SURVEY BY PROJ. ENG. DATED JULY 24, 1985 AND RECORDED IN VOLUME O O z x §on \� f0�47995 AC. Z / > 02 34L 35L 0 W 7L , , F > ` ` I i S - 3£L 39C"' w41L 45 OF SURVEYS, PAGE 251 A-D, UNDER RECORDING NO. 8507249002, RECORDS OF \ F \ p ( / ,> ' O,,HvY # x KING COUNTY, WASHINGTON. p a, , ' -w-- I 'q ( LGH I I / / 38L �"I �`) � � �� A ` o,q g ,� P AR CE L BU, , KING COUNTY ASSESSOR'S MAP FOR THE SW 1 4, SEC. 29, TWP. 23N., RGE. 5E., W.M. �(i C'. "3 0 i % f r�V �' . \ RECORD OF SURVEY RECORDED IN VOLUME 38 OF SURVEYS PAGE 172 UNDER n . s 3j6 ( 1 ) O O`1' ' a� pt >t O f I I .O RECORDING N0. 8312279001, RECORDS OF KING COUNTY, WASHINGTON. ,,; \ 3 ,: �3j�µ CL f ,, ^� O 1A I'll1x� "` '. x ,a x RECORD OF SURVEY RECORDED IN VOLUME 56 OF SURVEYS, PAGE 274, UNDER (� ' ; / i / /� �; . m '..� FND REBAR, 0.1 S. c} �£�,� RECORDS OF KING COUNTY WASHINGTON. `' 3 \ RECORDING NO. 8707249052,N �j `1 s \ / ` � �` 0 �� f Of" CORNER - .z r I � O 1 s �, ! I s '2007 �`� �° QUIT CLAM DEEDS RECORDED DUNE 9, 1989 UNDER RECORDING N0. 8906090810 AND s \ \ 3q ,�; , (% ) S8906090811. vtll r /� i D STORM DRAIN PIPE FLOW 0 WCR WHEELCHAIR RAMP LCH LOCAL HIGH o LCL LOCAL LOW r ORDINARY HIGH WATER FLAG ElCATCH BASIN O@ STORM DRAIN MANHOLE m WV WATER VALVE ® SOIL LOG/TEST PIT ICI GV GAS VALVE E--- GA GUY ANCHOR a GIP GAS INDICATOR POST EJB ELECTRIC JUNCTION BOX SL STREET LIGHT -O PP POWER POLE SLV STREET LIGHT VAULT A E SANITARY S WER MANHOLE c- T y TSB TRAFIC SIGNAL BOX C� TS TRAFFIC SIGNAL o FOUND REBAR AND CAP AS NOTED ® FOUND MONUMENTIN CASE AS NOTED C-_� FOUND SECTION CORNER AS NOTED SS SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE G W WATER LINE - - -OP OVERHEAD POWER LINE - - - D DITCH LINE x x x CHAIN LINK FENCE LINE 4° ' CONCRETE PAVING 4 C 4 ASPHALT PAVING " 4'' GRAVEL SURFACE ,� _ ,,, I STREAM REV# DESCRIPTION OF REVISION #1 REVISE TIN AND CONTOURS ON SE 172ND #2 UPDATED TITLE REPORT & LEGAL DESCRIPTIONS #3 #4 #5 #6 #7 A ®® v� % FND REBAR; 0.1 S. X / / GRAPHIC SCALE v �_� \ ��.\,gym �' l � \ `0:1 OF CORNER / f x �.� � , ;11 --l!! ,'_�. � t W°`� 4\ \ � (8/2�07) f � f � 'x x`� akgg,,��' ry r � r �+ "a \ "q, \ ° f C r xt` i =aaa'� sa ..•, as y g >.�'" o'° afar; a s .. < ?@ • I p x, 1 \ q 1 N s6 40 20 0 40 80 �t ,�� W � � ` �,, � 00 21 W � ' � �, � �� CB 7074 1" = 40' \ a�� r f,' ,' \ '*" \ \ 61.01, ,,, 9' f11's r RIM = 384.34' ", F " `% ° 111 IE 12" CONC SE=378.1' h J x f lIJ 1-1. � ✓ ✓ 7j � IE 12" CONC SW=378.0' SCHEDULE B NOTES � 1 I \ \__ --- :,� Y EASEMENTS AND LEGAL DESCRIPTIONS ARE BASED ON THE COMMITMENT FOR TITLE INSURANCE FOURTH01'12�O - -�_ _ TM - ' I INS - - \ ; ,3 ,. m "iMSB .�` REPORT 02,D2009FIRST AT 7 30EAlBAN TITLE INSURANCE COMPANY, FILE NO.; NCS 356568 WA1 DATED FND 1/2"REBAR/CAP t a �.i� . - -� IS #18902, 0.1'S. X r " _ ° _ F SUBJECT T R ND EXCEPTIONS INCLUDING THE TERMS 50 RESERVATIONS A CLOD AND CONDITIONS THEREOF: 0 0.1'W. OF CORNER RESERVING MINERALS BY NORTHERN PACIFIC RAILWAY COMPANY, A CORPORATION OF THE STATE (4/2008) OF WISCONSIN, DATED DECEMBER 19, 1958 UNDER RECORDING NUMBER 4978462. 6. SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR WATERMAIN IN FAVOR OF KING COUNTY WATER DISTRICT NO. 58, A MUNICIPAL CORPORATION RECORDED DECEMBER 7, 1967 UNDER RECORDING NO. 6275643, AFFECTS PARCEL NO. A. INSUFFICIENT DESCRIPTION OF SAID EASEMENT, LOCATION OF SAID EASEMENT IS UNDETERMINED. NO FIELD EVIDENCE OF WATERMAIN FACILITIES FOUND ON SAID PARCEL NO. A. 7. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED APRIL 23, 1969 UNDER RECORDING NUMBER 6500066. AFFECTS PARCEL NO. C. 8. SUBJECT COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED OCTOBER 21, 1970 UNDER RECORDING NUMBER 6705976. AFFECTS PARCEL NO. B. 9. SUBJECT TO RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING MINERALS BY BURLINGTON NORTHERN FOUNDATION, A CHARITABLE CORPORATION OF THE STATE OF MINNESOTA, DATED AUGUST 28, 1972 UNDER RECORDING NUMBER 7208280418. AFFECTS PARCEL NO. A. 12. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AGREEMENT, EXECUTED BY AND BETWEEN SOOS CREEK WATER AND SEWER DISTRICT, A WASHINGTON MUNICIPAL CORPORATION AND STEVE AND LAURA MITCHELL, RECORDED JANUARY 20, 1089 AS INSTRUMENT NO. 8901200563 OF OFFICIAL RECORDS. AFFECTS PARCEL NO. C. 13. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION NO. 2214-S" RECORDED OCTOBER 3, 2001 AS RECORDING NO, 20011003000193 OF OFFICIAL RECORDS. AFFECTS PARCEL NO. C. 14. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED JANUARY 25, 2003 AS RECORDING NO. 20030125002078 OF OFFICIAL RECORDS. 15. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED JANUARY 25, 2003 AS RECORDING NO. 20030125002079 OF OFFICIAL RECORDS. 21. SUBJECT TO TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED DECEMBER 9, 2008 AS 20081209000691 OF OFFICIAL RECORDS. DATE BY 11/13/08 AWG 2/10/09 TJO 1y2" BRASS DISC IN CONC, DOWN 0.6' IN CASE AT INTERSECTION OF TALBOT RD S. & S. 68TH ST CITY OF RENTON BM #1522 ELEV = 94.54' (5/2008) w• ** �, - * *� i�* * * *Q� 4 �q I ** /*t) Inn*. * �, N82'32' 32'E 3235.73' ��c;. CS:r apr \ a 11 k ka r,a `1 s�,r ° ��'�' -fit` Ik ` .._:, , FND 1 2" REBAR W NO `% '-na / / l , ' 4 �" CAP IN ASPHALT PATCH, I b UNKNOWN ORIGIN, 0.1'S. E END WHITE DASH xs� X 0.1'W. OF CALC. POS. W/ BUTTONS ,� R;- (8/2007) - fl "STA: 332+85.03 CALC. ' (STA: 332+85.00 WSDOT) PRE =JS LINE P.O.T, 0+00 FND PUNCH IN 3/16' BRASS \ f, ,gam PIN IN 2-1 /2' O.D. CONC. , ; FILLED PIPE IN CASE, DN. 0.3', �) HELD AS PT=332+57.44 31' LT A WSDOT MON (8/2007) CITY OF RENTON CONTROL POINT #1915 ELEV = 380.84' \ -- \ 7� 1- Lp o t3;\c,-a. , � �; ,53 s', J' 7 � oJ. i�_6 J�� i .— 1111,, III 111 411c 11� � Iiii .... ��.��'��l��ll�� I I ice] 0111111 IIII I _Aj OF - - 0] I :I I 11ka , � U I ffpj 1% Rw/ 4L f BASIS OF BEARINGS N25'17'51"W PER SURVCY BY WSDOT PROJECT ENGINEER DATED JULY 24, 1985 AND RECORDED IN VOLUME 45 OF SURVEYS, PAGE 251 A-D, UNDER RECORDING NO. 8507249002, RECORDS OF KING COUNTY, WASHINGTON. ORIGINATING BENCHMARK: FND CASE W/NO MONUMENT CITY OF RENTON BENCHMARK #1915, BRASS PLUG IN 3" IP IN CASE, SET AT BACK OF CURB IN CONC WALK WEST OF THE INTERSECTION OF BENSON WAY AND 108TH AVE SE VERTICAL DATUM: NAVD 88 ELEVATION: 380.84' SITE BENCHMARKS: FND "+" IN 2-1 /2" BRASS TBM-A DISC IN CONC. MOH. IN CASE, SET SCRIBED 'o' IN NORTHWEST CORNER OF THRU CURB GRATE OF CB DN. 0.4', HELD FOR E-W #7312 ALIGNMENT OF SE. 172ND ST. ELEV. = 397.52' (8/2007) - -Q } TBM B SET COTTON SPINDEL IN SOUTH FACE OF UTILITY POLE AT THE NORTHEAST QUADRANT OF THE INTERSECTION OF 106TH AVE SE AND SE 172ND ST ELEV. = 378.55' YELLOW LINE r5=-37'17'06" R= 450.00' L=292.84' UBLE YELLOW LINE FND PUNCH IN 3/16" BRASS PIN IN 2-1 /2" O.D. CONC. FILLED PIPE IN CASE, DN. 0.1', .--'_� S39'00'00"W 0.14' OF PC STA 4+05.02 CALC. (STA 4+04.99 WSDOT) (8/2007) NOTES: THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY COMPLETED ON APRIL 24, 2008 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1103 TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (CPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE EVIDENCE OF UTILITIES (PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.) AND AS -BUILT INFORMATION PROVIDED BY THE UTILITY PURVEYORS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION, LEGAL DESCRIPTIONS P� WCR .. PARCEL A: ,,r. THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 1+ .i NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE NORTHERLY LINE OF I. G. CARR ROAD (SOUTHEAST 174TH); EXCEPT THE WESTERLY 405 FEET AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF SAID SOUTHEAST CB #7049 QUARTER OF THE SOUTHWEST QUARTER; RIM = 396.80' ALSO EXCEPT THE FOLLOWING PORTION .OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; IE 12""-CONC_SE=392. '_' _ ._ N .THE -INTERSECTION OE TNT SOUTHERLY LINE I. G. CARR ROAD (SOUTHEAST 174TH STREET) WITH IE 12" CONC N=392.1 __. ,,__BEGLN�lIRIG-AT THE EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING A DISTANT N. END CULVERT NOT ,`, N NORTH 0'54'30" EAST 361.37 FEET FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE FOUND (BURIED UNDER �- SOUTHWEST QUARTER; DEBRIS) THENCE NORTH 79'41' WEST 453 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF I, G. CARR ROAD TO A POINT WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE ' SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; CB 7312 THENCE NORTH 0'54'30" EAST PARALLEL WITH A DISTANT 450 FEET FROM THE SAID EAST LINE OF THE RIM = 396.99' SOUTHEAST QUARTER OF SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE THEREOF; IE 12" CONC S=392.4' o THENCE EAST ALONG THE NORTH LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE IE 12" CONC NW=392.4' a NORTHEAST CORNER THEREOF; }TBM-A • w 3 THENCE SOUTH 0-54'30" WEST ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST TOP OF THRU GRATE ScMv w QUARTER TO THE POINT OF BEGINNING; ELEV = 397.02 N d ALSO EXCEPT THE NORTH 150 FEET THEREOF; Z :f .`n ALSO EXCEPT ALL THAT PORTION THEREOF WHICH LIES SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF STATE o C11 ROUTE 515 AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED OCTOBER 15, 1974 UNDER C) Z RECORDING NO, 7410150288, RECORDS OF KING COUNTY, WASHINGTON. cn z z PARCEL B: w p THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE OF I.G. CARR ROAD (SOUTHEAST 174TH STREET) WITH w 1711 THE EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING DISTANT NORTH r' 00'54'30" EAST 361.37 FEET FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE V1 ,H/ SOUTHWEST QUARTER; W w THENCE NORTH 79'41'00" WEST 453.00 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF I.G. CARR ROAD TO A POINT WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE ,i SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 00'54'30" EAST, PARALLEL WITH AND DISTANT 450.00 FEET FROM THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE THEREOF; THENCE EAST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE NORTHEAST CORNER THEREOF; 00 THENCE SOUTH 00'54'30" WEST, ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, TO THE POINT OF BEGINNING; EXCEPT THE NORTH 150 FEET THEREOF; ALSO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING NORTHEASTERLY OF THE NORTHEASTERLY LINE OF I.G. CARR SOUTHEASTERLY LINE OF THE JS LINE AS ROAD (SOUTHEAST 174TH STREET) AND LYING SOUTHEASTERLY OF THE SO U CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NO. 7312060244; ALSO EXCEPT THE EAST 50 FEET THEREOF LYING WITHIN SECONDARY STATE HIGHWAY NUMBER 5C (BENSON ROAD); 2 ALSO EXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, ` 1973 UNDER RECORDING NUMBER 7312060244; / Z I ALSO EXCEPT THAT PORTION LYING SOUTHWESTERLY OF THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF S.R. 515 V' AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING / ��\_A NUMBER 7312060244. i �' � PARCEL C: �\o. �� THE SOUTH 120.0 FEET OF THE NORTH 150.0 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER V, OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF A "_ LINE 405.0 FEET EAST AND PARALLEL WITH THE WEST LINE OF SAID SUBDIVISION AND WEST OF THE WEST o,� �ii MARGIN OF BENSON ROAD (SECONDARY STATE HIGHWAY NO. 5C) AS CONVEYED TO KING COUNTY BY W,\ INSTRUMENT RECORDED UNDER RECORDING NUMBER 5574274; y r-�, '.: EXCEPT THE EASTERLY 293.08 FEETAS MEASURED ALONG THE NORTH BOUNDARY LINE OF SAID SUBDIVISION; ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING �kb 6). NUMBER 7312060244. J \�i SOUTH QUARTER CORNER SEC. 29-23-5, - /29 FND LARGE "X" IN 3" BRASS DISC IN 4"X4" CONC. MON. IN CASE, DN. 0.4' � • (8/2007) BEG. STA. 324+77.78 321 CP/H CONSULTANTS 7337 7TH AVE, SUITE 100 KIRKLAND, W.,� 98033 SE 1 /4 of SW 1 /4, S. 29, T. 23N., R. 5E.,W.M. CITY OF RENTON, KING COUNTY, WASHINGTON [r Nr ii' 1JVVJ iNL LGVL11 LL r �"' KIRKLAND, WA 9803 TEL.425,823-s7ooEB 1 2� FAX 425.823-6700 www.axismap.com JOB NO. 07-125 DATE 10/9/08 DRAWN BY CHECKED BY AA a��. MJM/DMB AWG f-ALE SHEET .-I" = 40' 1 OF 1 APPROVALS -CITY OF RENTON CITY OF RENTON DEPARTMENT OF COMMUNITY LU A'"""" 09-02 4--- LL f-1 AND ECONOMIC DEVELOPMENT LND-30-0349 APPROVED THIS T__� DAY OF ---------, 2009. OWNER'S DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO ROW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC-- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ALEX CUGINI JR. ROBERT ALEX CUGINI NORMA ANN CUGINI CRISSA ANN CUGINI CATHY JO CUGINI STATE OF - ) SS COUNTY OF ---------- ) I CERTIFY THAT' I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _�, _,,_____ __-____ AND ---------_.-..-_--_, HUSBAND AND WIFE, SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMEN DATED __ -------- 20 PRINT NAME: NOTARY PUBLIC IN AND FOR THE STATE OF \-..._��-- ----- N MY COMMISSION EXPIRES STATE OF } SS COUNTY OF __ - ------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE HIS/ER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT DATED __, 20,,._ _......,.._V___------------------------------ NOTARY PRINT NAME: PUBLIC IN AND FOR THE STATE nF \- MY COMMISSION EXPIRES ------- ---------------------------- STATE OF ------------) SS COUNTY OF -----------) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ---------------- SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE HIS/HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT DATED 20 PRINT NAME;. NOTARY PUBLIC IN AND FOR THE STATE OF\------------------ ----- MY COMMISSION EXPIRES STATE OF SS COUNTY OF 1 CERTIFY THAT i KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE HIS/HER FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMEI DATED ---------- 20___. PRINT NAME; NOTARY PUBLIC IN AND FOR THE STATE OF\-------------------- ------ MY COMMISSION EXPIRES _ -_- RECORDERS CERTIFICATE .................. FILED FOR RECORD THIS ......... DAY OF'........... 2009 AT _M IN BOOK: ..........OF,.,.,.,. AT PAGE ...... -AT THE REQUEST OF MANAGER SUPS'.„0� RECORDS CITY OF RENTON PLANNING DIRECTOR OF THE DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT NOTES DEPARTMENT OF ASSESSMENTS RECORDING NO. KING COUNTY DEPARTMENT OF ASSESSMENT EXAMINED & APPROVED THIS DAY OF _-------, 2009 -------------- KING COUNTY ASSESSOR THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON APRIL 24, 2008 AND CAN ONLY 8E CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES'. RIGHT OF WAY WIDTH'S ARE PER THE ASSESSOR'S MAP. INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1103 TOTAL STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. SCHEDULE B NOTES EASEMENTS AND LEGAL DESCRIPTIONS ARE BASED ON THE COMMITMENT FOR TITLE. INSURANCE FIFTH REPORT ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO.: NCS-356568-WA1 DATED OCTOBER 8, 2009 AT 7:30 A.M. 5. SUBJECT TO RESERVATIONS AND EXCEPTIONS; INCLUDING THE TERMS AND CONDITIONS THEREOF RESERVING MINERALS BY NORTHERN PACIFIC RAILWAY COMPANY, A CORPORATION OF THE STATE OF WISCONSIN, DATED DECEMBER 19, 1958 UNDER RECORDING NUMBER 4978462. 6, SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN FOR WATER MAIN IN FAVOR OF KING COUNTY WATER DISTRICT NO. 58, O MUNICIPAL CORPORATION RECORDED DECEMBER 7, 1967 UNDER RECORDING NO. 6275643. 7. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED APRIL 23, 1969 UNDER RECORDING NUMBER 6:500006. AFFECTS PARCEL NO. C. 8. SUBJECT COVENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS. RECORDED OCTOBER 21, 1970 UNDER RECORDING NUMBER 6705976. AFFECTS PARCEL NO, B. 9., SUBJECT TO RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING MINERALS BY BURLINGTON NORTHERN FOUNDATION, A CHARITABLE CORPORATION OF THE STATE OF MINNESOTA, DATED AUGUST 28, 1972 UNDER RECORDING NUMBER 7208280418., AFFECTS PARCEL NO. A, 12, SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AGREEMENT, EXECUTED BY AND BETWEEN SODS CREEK WATER AND SEWER DISTRICT, A WASHINGTON MUNICIPAL CORPORATION AND SIEVE AND LAURA MITCHELL, RECORDED JANUARY 2G, 1089 AS INSTRUMENT NO. 8901200563 OF OFFICIAL RECORDS. AFFECTS PARCEL NO. C. 13. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION NO. 2214-S" RECORDED OCTOBER 3, 2001 AS RECORDING NO. 20011003000193 OF OFFICIAL RECORDS. AFFECTS PARCEL NO. C. 14: SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED JANUARY 25, 2003 AS RECORDING NO. 20030125002078 OF OFFICIAL RECORDS. 15, SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED JANUARY 25, 2003 AS RECORDING NO, 2003012-5002079 OF OFFICIAL RECORDS, 21. SUBJECT TO TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED DECEMBER 9, 2008_AS 200812-09000691 OF OFFICIAL RECORDS. SUBJECT TO A DECLARATION OF PROTECTIVE; COVENANTS AND EASEMENTS FOR SPRINGBROOK RIDGE PLANNED URBAN DEVELOPMENT PER INSTRUMENT UNDER RECORDING NO, REFERENCES RECORD OF SURVEY WAS14INGTON STATE DEPARTMENT OF TRANSPORTATION SR 515 CARR ROAD TO GRADY WAY BY PROJ. ENG. DATED JULY 24, 1985 AND RECORDED IN VOLUME 45 OF SURVEYS, PAGE 251 A-D, UNDER RECORDING NO. 850724-9002, RECORDS OF KING COUNTY, WASHINGTON, KING COUNTY ASSESSOR'S MAP FOR THE SW 1/4, SEC. 29, TWP. 23N., RGE_ 5E., W.M. RECORD OF SURVEY RECORDED IN VOLUME 38 OF SURVEYS, PAGE 172, UNDER RECORDING NO. 8312279001, RECORDS OF KING COUNTY, WASHINGTON. RECORD OF SURVEY RECORDED IN VOLUME 56 OF SURVEYS, PAGE 274, UNDER RECORDING NO. 870724-9052, RECORDS OF KING COUNTY. WASHINGTON. QUIT CLAM DEEDS' RECORDED JUNE 9, 1989 UNDER RECORDING NO 8906090810 AND 8906090811: LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES, IN AUGUST, 2007 CERTIFICATE NO. 41957 G, DEPUTY KING COUNTY ASSESSOR PORTION OF VOL./PAGE SE 1 /4, SW 1 f 4, S. 29, T. 23N., R. 5E.,W.M. LEGAL DESCRIPTIONS PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST; W.M, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE NORTHERLY LINE OF I. G. CARR ROAD (SOUTHEAST 174TH); EXCEPT THE WESTERLY 405 FEET AS MEASURED AT FRIGHT ANGLES TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; ALSO EXCEPT THE FOLLOWING PORTION OF SAID SOU €HEAS € QUARTER OF THE SOUTHWEST QUARTER; BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE I. G. CARR ROAD (SOUTHEAST 174TH STREET) WITH THE EAST LINE OF THE SOUTHEAST' QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING A DISTANT NORTH 0`54'30" EAST 361.37 FEET FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, - THENCE NORTH 79'41' WEST 453 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF t. G. CARR ROAD TO A POINT WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 0'54'30" EAST PARALLEL WITH A DISTANT 450 FEET FROM THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO A POINT ON THE NORTH: LINE THEREOF; THENCE EAST ALONG THE NORTH LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE NORTHEAST CORNER THEREOF; THENCE SOUTH 0'54'30" WEST ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE POINT OF BEGINNING; ALSO EXCEPT THE NORTH 150 FEET THEREOF; ALSO EXCEPT ALL THAT PORTION THEREOF WHICH LIES SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF STATE ROUTE 515 AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED OCTOBER 15, 1974 UNDER RECORDING NO, 7410150288, RECORDS OF KING COUNTY, WASHINGTON, PARCEL B: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE OF I.G_ CARR ROAD (SOUTHEAST 174TH STREET) WITH THE EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING DISTANT NORTH 00`54'30" EAST 361.37 FEET FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 79'41'00" WEST 453.00 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF I-G. CARR' ROAD TO A. POINT WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER;. THENCE NORTH 00'54'30" EAST, PARALLEL WITH AND DISTANT 450.00 FEET FROM THE EAST LIFE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE THEREOF, THENCE EAST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE NORTHEAST CORNER THEREOF; THENCE SOUTH 00*54'30" WEST, ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, TO THE POINT OF BEGINNING; EXCEPT THE NORTH 150 FEET THEREOF; ALSO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING NORTHEASTERLY OF THE NORTHEASTERLY LINE OF I.G. CARR ROAD (SOUTHEAST 174TH STREET) AND LYING SOUTHEASTERLY OF THE SOUTHEASTERLY LINE OF THE JS LINE AS COiwEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NO. 7312060244; ALSO EXCEPT THE EAST' 50 FEET THEREOF LYING WITHIN SECONDARY STATE HIGHWAY NUMBER: 5C (BENSON ROAD); ALSO EXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NUMBER 7312060244, ALSO EXCEPT THAT PORTION LYING SOUTHWESTERLY OF THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF S.R. 515 AS CONVEYED TO THE STATE OF WASHII•dGTON BY DEED RECORDED DECEMBER 6:, 1973 UNDER RECORDING NUMBER 7312060244, PARCEL C: THE SOUTH 12010 FEET OF THE NORTH 150 O FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST; W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF A LINE 405,0 FEET EAST AND PARALLEL WITH THE WEST LINE' OF SAID SUBDIVISION AND WEST OF THE WEST MARGIN OF BENSON ROAD (SECONDARY STATE HIGHWAY NO, 5C) AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 5574274,- EXCEPT THE EASTERLY 293,08 FEET, AS MEASURED ALONG THE NORTH BOUNDARY LINE OF SAID SUBDIVISION; ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 7312060244. City Of IJ0U5 NE 126th PL KIRKLAND, WA 98034 TCL. 425.823-5700 FAX 42S,8234700 LOT LINE ADJUST E I�°I"".. FOR CUGINI DEC 281009 DWN. BY DATE JOB NO. TJO/AWc 2/10/09 07-125 CHKD. BY SHEET A WC11 CITY OF RENTON LUA -09--024-LLA LND-30--0349 RECORDING NO. SCALE. 1 INCH 60 k f PORTION OF VOL./PAGE 0 30 60 90 120 160 SE 1 /4, SV/ 1 /4, S. 29, T. 23N., R, 5E.,W.M. FND PUNCH IN 3/16" BRASS PIN IN 2-1/2- �-t O.D, CONC, FILLED PIPE IN CASE, ON. 0.5', In \O HELD AS PC JR 1+58.68 A WSDOT MON NORTH LINE OF THE (8/2007) -• SE 1/4, SW 1/4 SEC. '�• . + 29 I� 0+00 JR LINE STA: 341 +31.31 CALC. ''�� ago Imo— 719.89' (STA: 341+31.26 WSDOT) f N88'02'57' E 'SEAS. (N88'43'02_E WSDOT) — --- --T — 343,18' (TO MON)-�� ---�- T-- + _. - ---� — - -- — 172ND S i . � � (DEED #25745) —-------- -` 293.08' (DEED 7607190431) 32.8" N88'02'57"E 560.08' FND REBAR W/NO CAP, TOP 6" BENT SHARPLY TO SOUTH, \ ,3p DIRT PATH ON LINE 3.1'W. OF CORNER 'Q' LOT (8/2007) \ G :.:. r$$ ±86,265 SQ. FT. FND 5/8" REBAR AND CAP, \ 9y, ±1.9804 AC. LS#18902, ON LINE 3.2'W. SOUTH LINE OF THE NORTH 150 OF CORNER R FND 5/8" REBAR W/NO CAP, FEET OF THE SE 1/4, SW 1/4, FND TACK IN WOOD PLUG IN 3/4" SEC. 29 1 IRON PIPE (I.D.), 0.1'S. X 0.1'E + 002 TOP BENT SHARPLY TO ' (8/2007) t±2.9844 A ,±T. SOUTH, AT CORNER (8/2007) "~ N88'02'S7"E 298.66' (OLL) WEST LINE OF THE EAST 450 FEET �� OF THE SE 1/4, SW 1/4, SEC. 29, at`" IN'N TWP. 23 N., RGE 5 E., W.M. ON) rk0 4S?`?, ?e3--Rj �: �L r ono � u1 06,,� FND 1/2" REBAR AND CAP, LS#15661, UP 0.1', 00 (8/2007) CORNER �j� j `�pQ, f3426- SQ: FT. t0.7995 AC. .� 6°4 \ 96, 8� is t GRAPHIC SCALE 60, 30' 0 60' 120` \ ill —60' BASIS OF BEARINGS BASIS OF BEARINGS N25'17'51"W PER SURVEY BY PROJ. ENG. DATED JULY 24, 1985 AND RECORDED IN VOLUME 45 OF SURVEYS, PAGE 251 A-0, UNDER RECORDING NO. 8507249002, RECORDS OF KING COUNTY, WASHINGTON. LEGEND 0 FOUND IRON PIPE FOUND MONUMENT IN CASE: FOUND QUARTER CORNER MONUMENT SET REBAR AND CAP "AXIS 38011, 38479, 41957, 40094, 43347" (OLL) OLD LOT LINE (NLL) NEW LOT LINE x CLFx CHAIN LINK FENCE As* O *C x* I°'YAL L ADDRESSES LOT 1 - 10615 SOUTHEAST 172ND STREET LOT 2 -- 17249 BENSON ROAD SOUTH eaur vuy ,y.crNfl,��y 13005 NE 126th PL Kt KLANID, WA 98034 TEL. 425.823-5700 FA-X 425.823-6700 FND 1/2" REBAR/CAP "LS #18902, 0.1'S, X - 0.1'W. OF CORNER (4/2008) STA: 6+40.43 CALC. / LO 'Ij '! j (STA; 6+40.45 WSDOT) UNRECORDED KIN COUNTY LLA FND 5/8" REBAR AND CAP, Q NO. 8902007 LS#18902, 0.2'S. OF CORNER cV (NOT A PART) (8/2007) r FND 1 /2" REBAR AND CAP, LS#9534/10356, 0.6'S. X (8/2Qa7�NCE 0.6'S. OF R I LOT 2 ±78,560 SQ, FT. ±1.8035 AC, CHAIN LINK FENCE A=11'34'56" 0.8' SOUTH OF R=400.00' . PROPERTY LINE L-80.86' FND 5/8" REBAR AND CAP, LS#18902, 0.1'S. OF CORNER ✓ (8/2007) ti FND REBAR, 0.1'S. OF CORNER ��(8/2007) FND REBAR, 0.1'S. X O.1'W. OF CORNER q4 0 ea`O $ss�, (8/2007)�`�1�� r°� 1. N86'00'214W 60, 61.01' / FND 1/2" REBAR W/NO \ STA: 1+00 $o. ASPHALT PATCH, UNKN 50' LT OA'S, X 0.1'W. OF CALC. (8/2007) STA: 332+85.03 CALC. (STA: 332+85.00 WSDO / =JS LINE P.O.T. 0+00 FA FND PUNCH IN 3/16" BRASS PIN IN 2-1/2" O.D. CONC. FILLED PIPE IN CASE, ON. 0.3', HELD AS PT =332+57.44 31' LT A WSDOT MON (8/2007) CITY OF RENTON CONTROL POINT #1915 ELEV = 380.84' CITY OF REN I -ON POINT #1866 FND LARGE "X" IN 3" BRASS DISC IN 4"X4" CONC, MON. IN CASE, DN. OX (8/2007) BEG. STA. 324+77.78 A=52"42'S4" R= 800.00' L=736.04' ryx CO rx PCB 325 F2t.40�� FND CASE W/NO MONUMENT PT = _6+97.86_CALC. (PT = 6+97.83 WS570f) — 1 FND "+" IN 2-1/2" BRASS M DISC IN CONC. MON. IN CASE, ON. 0.4% HELD FOR E-W ALIGNMENT OF SE, 172ND ST. (8/2007) Sp' , r A=37'17'06" _ R=450.00' L=292.84' WEST RIGHT--OF-WAY LINE PER REC. NO. 5574274 f FND PUNCH IN 3/16" BRASS PIN IN 2-1/2" O.D. CONC. FILLED PIPE IN CASE, DN. OX, S39'00'00"W 0.14' OF PC STA 4+05.02 CALC. (STA 4+04.99 WSDOT) (8/2007) do- aid w z z w N prC) Y/ C zo toF� 00 r--1 �Q cq z� 0 z CITY OF RENTON POINT CAP IN#1863 - NAIL IN CONC. OWN ORIGIN, ;.40N, IN CASE POS. T) / 325+21,40 CITY OF RENTON POINT #1866 FND LARGE "X" IN 3" BRASS DISC IN \ � 14"X4" CONC. MON. IN CASE, ON. 0.4' 32 city®f RAM.— [LOT LINE ADJUS THE-9 ' ision FOR C U GINI DEC 2 8 2009 DYvN', 3Y DATE ,l08 My. L�[I TJO/AWC 2/10/09 07-125 CHKD. DY SCALE SHEET #3368 REGISTERED ARCHITECT STATE OF WASHI ON RICHARD WAGNER COPYRIGHT © 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. CORRIDOR 40 � LOBBY I st LE � ` i la UPPER RE51DENTIAL UNI 5 PARKING ® O (45) 5TALL5 ( 7 1 v —1 1 HIT. I 417-11----j 54 WMENEEMEM m 51 T 51 50 24 O 20 21 26 25 24 >, G 4 Z O G z r � e � a I � a un ao z22 Z GG W L— — — — __j I— --- I O MAIN FLOOR PLAN @ LEVEL +35(o.O' 111-201-0„ o s 10 20 40 So O UPPER PARKING $ LOWER RE5IDENTIAL PLAN @ LEVEL +3-16.0' 111=20,_0„ 0 5 l0 20 4o So 901 O z MECH. D- V o o a o 0 0 I 2 O 5 4 5 2 � I a LOWER LEVEL PARKING LOBBY t 566.0' No) 5TALL5 I a 0 L!�!I y g N A 12 II a 4 0 1 U..I a MEGH. -----------I L� BUILDING OUTLINE ABOVE r-i L- — — — — L-I L-------------------------------------------J O LOWER PARKING PLAN @ LEVEL +366.0' I =2o'-0l'o s 10 20 40 So I I'111111111 11111111111117 PROJECT NUMBER- 08-0443 PROJECT MANAGER: j L DRAWN BY: SK PLOT DATE: Feb 10, 2009 - 1 1:1 1 am DATE: LU Z Z w a a 0 W Q W Z_ Z J pp W re oC � 10801 Main Street Bellevue, WA 98004 T 425 454 0566 F 425 453 8013 www.baylisarchitects.com r,. In 2 rr P1 AN NIW' ut �y O ;�;SNTOh FEB 1 2 20 BUILDING 'A': FLOOR PLANS PAY."ZININARr- NOTFOWCONSTRUCTION A 10 1 ROOF PLAN @ LEVEL +426.0' 4 O 5 10 I"=20'-0" n r 20 40 O O 8O PARTIAL ROOF 4 RE51DENTIAL PLAN @ LEVEL +416.0' 0 5 10 20 40 80 1 - RE51DENTIAL PLAN @ LEVEL +5160 $ +406.O' - TYPIOAL O O 5 10 20 40 pmo9 T I'm 001 #3368 REGISTERED RCHITECT STATE OF WA INGTON RICHARD WAGNER COPYRIGHT © 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. PROJECT NUMBER: 08-0443 PROJECT MANAGER: j L DRAWN BY: SIC PLOT DATE: Feb 10, 2009 - 10:53am DATE: W Z Z LU Z F. CL CL J >7 LU 6C Q W Z 0 Z J 00 LU p� /^oC � CL 10801 Main Street Bellevue, WA 98004 T 425 454 0566 F 425 453 8013 www, baylisarchitects.com tO"y Off `',, Vf13 A 210 BUILDING 'A': FLOOR & ROOF PLAN ANZIMIARr-NNO,��r�h� cr�rvs°r�ucrioN A102 pp= E:4 C-D WA.V MW .rolcwrw > gz rn C% M m ..Zm oc rn a PRELIMINARY PLANNED URBAN DEVELOPMENT RENTON OOK RIDGE !. ': WASHINGTON F, co ID G) z m 'East Elevation V - 1W #3368 REGISTERED ARCHITECT A -'TAII-E OF A HIN TON RICHARD WAGNER k" p0m, 4A uj 0 C) C.7 m 0 V) 0 Z 0 Z z LU CL c V) JL MAW I t4 4y, SK MOTDATC NOY PAITU 0 F- LIJ z Z w z CL E CL 0 i LU > Z W 0 -- � Z Q LLJ CL "'E'Ve'o FEB -2009 RECEIVEb BUILDNG ELF � QNS- &N 0 +446'-0" AX. BLO6, HT. #33 REGISTERED . ARCHITECT or .t o: +418'-6" 5'-O" OFFICE OFFICE JOINT-U5E 71 402' .I I— MAIN FLR. RETAIL / 3q,4 ,-� /// 388 6 /ii ARKING' :: / ,,ifii• -f /' /. ;!„ , - ;% /„ t P f - - !/ 9 �7 3 , /. -:388 I ,�" _ /; ,♦:-. STREAM -I- 382 386 3 'OWER SITE SECTION A -A (BUILDING 5) 1"-20'-0110 5 10 20 40 ao 5' 5TOREFRONT CANOPY -1YP. r-----------I I-----------7 F-----� � � I ------------I r---- -----� II II II II---- II I — IL—_ Il II II II II RETAIL I II II II II _ P0551BLE FUTURE I j RE5TROOM5 II II II I II I I I I I I I I RETAIL 2 II I I I I n EXIT STAIR II ENGLO5URE n P0551 BLE l FUTURE A DEM151N6 WALL I I I I UP OFFICE LOBBY D t 388.5' DN 22 II �7 Ell II I II I II I II I I n � t I I I II J NOTE: SMALL RETAIL 5HOP5 WITH LOADING THROUGH FRONT DOOR5. THEREFORE, NO LOADING DOCK. I u II II I I II II Q II POSSIBLE II - - - - i FUTURE _ = i RE5TROOM5 II II II II II II II II I� II J RETAIL 3 II RETAIL 4 i {I —METAL CANOPY I I _-1I--_---__-I CONCRETE _------I�----�� ---- } _ PAVING II II II -- _ — ' POSSIBLE I II I `- _- .__ v' II II u J FUTURE I II I [- — —I RE5TROOM5 II II II - PATIO IF ------- — \\\. \tit. \ \\\\\\K<\ RAMP I 1 I -- J L---- J L METAL 4' 5UN5GREEN GUARDRAIL RAMP u \\\\\ \\ \\\\\ \\�< TRELLIS ABOVE \\ \\\\ \\ \ \ \\ \ \\ \ 516NACGE WALL GMU LANDSCAPE WALL 0 2s 5 l0 20 40 MAIN LEVEL - RETAIL PLAN @ 585.5' 1"=10'-011 1111111111 111111111 1111111111111117 PARKING LEVEL PLAN @ 516.0' 1 Io'-o° ^5 n 20 40 RICHARD WAGNER COPYRIGHT © 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. W Z C) 0 � Z I 0 Q o 3 oC m � o z z o! W a. V) PROJECT iaUMBER: PROJECT MANAGER: DRAWN BY: PLOT DATE: DATE: W z z CL z W m 05-0443 JL SK Feb 10, 2009 - 10:54am F_ Z W E O _! W W 0 Z co D 10801 Main Street Bellevue, WA 98004 T 425 454 0566 F 425 453 8013 www.baylisarchitects.com BUILDING 'B': SITE SECTION PARKING & RETAIL FLOOR PLAN R)Y_',,'-',.7_11V1NARr- N(JTAi(OR CONSTRUCTION I ROOF PLAN i„= io,-o,l 0 2s s l0 20 40 111111111 11111J 1111111111111111111111 —111111111111 1 -1-CIiC Ck 1-t A1. 11C =RONT 3ELOW Z. :EEN5 8 THIRD ;FLR. EEN5 MAIN FLR, ABV. R. ,,. TYPICAL OFFICE LEVEL PLAN @ 51a.5' AND 408.5' i io-a1 0 2s s 10 20 40 y%VtA e Tog0 A Its r ca', o EB 1nn9 #3368 REGISTERED ARCHITECT STATE OF W INGTON RICHARD WAGNER COPYRIGHT © 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. w 0 a PR-*,DJECTNUMBER: 08-0443 PROJECT MANAGER: JL DRAWN BY: SK PLOT DATE: Feb 10, 2009 - 10:56am DATE: W Z Z W Z E CL 0.J >- Uj oC Q W Z_ Z J m LLI p� oC � 10801 Main Street Bellevue, WA 98004 T 425 454 0566 F 425 453 8013 www.baylisarchitects.com BUILDINGS': TYPICAL OFFICE FLOOR PLAN & ROOF PLAN !,R1l.IMINARY-NO. T 1't;R�ZIN�7RUCTlON 0 z5.ouffi Elevaffw I 10, MECHANICAL SCREEN ELEV +/- 434 ROOF ELEV 427 2N11OFFICE LEVEL ELEV 413 1ST OFFICE LEVEL ELEV 403 RETAIL LEVEL ELEV 388 PARKING LEVEL ELEV 376 CEMENT PLANK SIDING Ef 'R 31. East Elevation METAL SIDING AT MECHANICAL SCREEN WOOD BEAMS ALUMINUM WINDOWS METAL SIDING METAL SUN SCREENS SPLIT FACED CMU AT -RETAIL LEVEL North Elevation.. #3368 REGISTERED ARCHITECT STATE OF WA HiN TON REGISTERED WAGNER , OwTou" pop -Aw uj z 0 os T un 0 < 0 0 Z 0 Z z Lu LJ1 P"E-CT 08-04-43 PRO)JEC'r JL DMWN BY: SK PLOT VATEmw I Z, 2000 - tllso) CAM 0 F_ uj z Z w z E CL CL i >7 Lu > Z w 0 _� w CL Q I I MAI" 3~ &Mwmw�, WA, 90004 T 4U 04 4'w 6 W6, lid 2009 RETAIL ELEVATIONS T ki r 0 0 0 s LL 5 Q (5) 0) 0 0 c� c9 c� 0 0 U) 0 U) 5 0 0 0 Ln 0 0 0 U 0 L r R-10 PROJECT SITE R-14 SE 168th STREET 0 LM f 31 9C V S WAS i ti .s CIST�� ssIQNAL 2' F777 EXPIRES 11/05/Cq z 0 z w� z U) w � r O w w �u Oo Oz Q 00 rr- � C� ) o z� z 0 OC z (D z LLJ a. JLLJLL- z CLIENT _i ALEX CUGINI C/O CENTURYPACIFIC, LP LU 1201 THIRD AVE #1680, LM LL F (J) SEATTLE, WA 98101 _ Phone: (206) 757-8890 FAX: (206) 757-7890 CONSULTANTS Site Planning, Civil Engineering -- Project Management land Development Consulting 733 7th Avenue, Suite 100 /// Kirkland, WA98033 /\ Phone: (425) </ 90 \ FAX: (425) 285-23885-2389 0 200 400 www.cphconsultants.com PROJECT N0. HORIZ. IN FEET 0005-07-013 CALL BEFORE DRAWING YOU DIG S PO4 1-800-424-5555 --._� SHEET 1 OF Copyright© 2009 CPH Consultants, LLC. All Rights Reserved. S W 114 SEC 29 TWP 23N R5F,- W. M. L4 F-Z - --- ----- - - - ------ i c I P V - -icel, - Fi ND ST. 7, % - - - --- --- -------- - --------- Q - ----- 1-77op=394.0 TOE7392. 0 7TF TOP=392. 0 TOE=388.9 II I 0. RESIDENTIA" L AfARTMENT\BUILDINQ MAW FLR. (RES. TOP=394.0 TOE=J90. 0 U �WER- PARKING KING FF=366-.,q cFf=,3 6. 0 Z V TOP=398.5 TOP=402.0 TOP-394.5 TOE=396.0 TOE=400.0 W, '5 7V x R 3 N 151 "1, Z x- x 000 6 N \� 1 ", X ------------------ - ,,. OFT- SURFACE- -TR-A IL- -TOEfi 62.5 'J TOE�FjaZ.0-- JOE=379�5 TOE=341.0'\ A OP=J88.5 J 8� 66. 0 TOE378.5. 0 =,394. Q TE= 39�1. 0 PROX. L -T b 4-11'34'56" TOE=374. Z� , , , -:-� - — r — �-Top= 3-9j. 0 'GOAD&G R = 4O'�. 0 0 4, �,TOE=387.0 '22'39 L= AP 11522'39 80.86\' TO T— Ilk �Q. 0 - - R� 7 TOP—` 15 JOP 80.f X 'TOE=3 78. 0 TOP= 38 7; 0'--� TOE=37 .0 386. 0\ �` <�:-' CLkSS 4 'STREAM Y 4 J`11/ vo. Al NO- 5 5- - RETAIL BUILD} COAL MINE HA _7 ZA D,\\AREA111 MAIN FLR. X� (SEE NOTE 1) FF;�388.5 PARKING FF7376 . 0 1/ 41 9) 2, \ \ �8 \ V S86, -00'2 V I \ � rl /: I I \ CLEARING AND GRADING DATA TOTAL SITE AREA = 3.78 AC CLEARING AREA = 2.60 AC APPROXIMATE EARTHWORK QUANTITIES STRIPPING (12" DEPTH) = 4,200 CY CUT = 13,000 CY FILL = 7,000 CY S - WAShl Pk 37610 U[ IONAL 4 ev EXPIRES 11/05/01 z 0 z CL 0 CL (D > L z or_ I � � m J r*) Uj CL UJI c "' n*oo Q) 0 F- z LU n ILL Cn 0- CLIENT ALEX WGINI C/O CENTURYPACIFIC, LIP 1201 THIRD AVE #1680, 7t SEATTLE, WA 98101 Phone: (206) 757-8890 FAX: (206) 757-7890 CP H CONSULTANTS Site Planning - (ivil Engineering WAG Project Management, land Development (onsulting W14 0 "00" 733 7th Avenue, Suite 100 Kirkland, WA 98033 Phone: (425) 285-2390 FAX: (425) 285-2389 www.cphconsultants.com PROJECT NO. 0005-07013 N CALL BEFORE DRAWING __0 40 80 YOU DIG 3 0 SP01-800-424-5555 HORIZ. IN FEET SHEET :1 OF Copyright@ 2009 CPH Consultants, LLC. All Rights Reserved. All a CNi �o 0) 0 0 cu 0— i XM L, • . �`V :1r4 5 � NI%MM-1:4vi Ilk A 21;1U iku 66 LbbI0. q6.— 1: 1 EXISTING PATH PROPOSED WATER MAIN (SEE CIVIL PLANS) AND EASEMENT PROPOSED MULCHED TRAIL, LOCATION APPROXIMATE. SEE DETAIL C ON SHEET SB3. TO BE FIELD LOCATED BY BIOLOGIST TO AVOID DAMAGE TO EXISTING VEGETATION TO THE GREATEST EXTENT POSSIBLE. PROPOSED NGPA BOUNDARY (AVERAGED 35' BUFFER) WITH SPLIT RAIL FENCE AND NGPA SIGNS (TYPICAL) STANDARD 35' BUFFER PROPOSED BENCH LOCATION (MATERIALS TO BE DETERMINED) PROPOSED MONUMENT LOCATION (MATERIALS TO BE DETERMINED) CIVIL LIMIT OF GRADING, TYP. (DASHED LINE) nl A A I i rr`rA Ir% V LLII VLnI "V VI I♦♦I I VI �I IN-1 I!' k Lr-J v1 l- 11 APPROXIMATE OHWM OF STREAM A (NOT DELINEATED) ----- STANDARD 35' BUFFER OF STREAM A a—�P- PROPOSED AVERAGED NGPA BOUNDARY AND SPLIT RAIL FENCE LOCATION WITH NGPA SIGNS BUFFER AVERAGING LEGEND 11 9"a PERMANENT BUFFER IMPACTS (BUFFER LOSS) 6,756 SF COMPENSATION AREA (BUFFER GAIN) 7,014 SF NET BUFFER GAIN 258 SF -rrnnnt—%nAnv ni IrcCD IKADAr`TC fl_ MITIr"ATit"IKI I CCCKIM °°na°°e°pea °°A°°ua q0 MULCHED TRAIL, BENCH, &MONUMENT IMPACT >iUs 5I" °ae°6p°°ad°°ad ° (ADDITIONAL AREA TO BE RESTORED 1: 1) MULCHED TRAIL, BENCH, & MONUMENT 805 SF MITIGATION (SEE PLANTING PLAN ON SHEET SB-2) GRADING AND WATER MAIN IMPACTS (TO BE 3,795 SF I l I I l l l i l l l l l l l l RESTORED AT THE LOCATION OF IMPACT, SEE PLANTING PLAN ON SHEET SB2) ADDITIONAL ENHANCEMENT (INASIVES 32,269 SF REMOVAL, CONIFER & SHRUB CONIFER INFILL PLANTING, SEE PLANTING PLAN ON SHEET SB2) WALL, TYP. SEE CIVIL PLANS SIGN, TYP. SEE ARCHITECTURAL PLANS VAULT, TYP. SEE CIVIL PLANS SCALE: I" = 30'-011 FFER PATIO LOCATION, SEE ARCHITECTURAL PLANS VOTES REFER TO ARCHITECTURAL PLANS PREPARED BY BAYLIS ARCHITECTS FOR SITE PLAN AND BUILDING INFORMATION. L REFER TO CIVIL PLANS PREPARED BY CPH CONSULTANTS FOR GRADING AND UTILITY INFORMATION 1. REFER TO THE LANDSCAPE PLAN PREPARED BYTHE WATERSHED COMPANY FOR LANDSCAPE AND TREE MITIGATION PLANTING INFORMATION 1. REFER TO THE TREE INVENTORY PLAN PREPARED BY THE WATERSHED COMPANY FOR TREE RETENTION INFORMATION. PROPOSED CULVERT, SEE CIVIL PLANS ` I t STATE OF WASHINGTON REGISTERED LA7�DGPE ARCHITECT MARKS. GARFF CERTIFICATE NO.888 © Copyright- The Watershed Company 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 f 425.827.8136 www.watershedco.com Science & Design Z CL F— Z LU W � Q W U ts� Z A Z F— ,�, Q0 U to = W Z Z m W O(zu z O I� w z_ � > — V) �- M w z W c� 0 Z >V MCI 0 Z oC U m W U— Ln LL Ln Uj V) mluld cn Z 0 N W Q� I— C)b w V Q w O � E F- m °� Z N m w w° cn 0 U a- Q - N 1 CV 1 INN GENERAL NOTES: Dky'eLeA4 C Or �l�G N7'pa 2 2009 SHEET SIZE: ORIGINAL PLAN IS 24" x 36" . 3 SCALE ACCORDINGLY. o �I PROJECT MANAGER: MG W z CO DESIGNED: CL LL 3 DRAFTED: CL CHECKED: MG o JOB NUMBER: g 080109 m °12 W SHEET NUMBER: ° SBI OF3a. 0 — C Ta lu THE ,r I iCP 0 WATERSHED a10 xv_ y. m . . t a i COMPANY _. L7L7 WATER MAIN AND TEMPORARY BUFFER RESTORATION PLANT SCHEDULE SYMBOL LATIN NAME COMMON NAME SIZE SPACING QTY. TREES a PSEUDOTSUGA MENZEISII DOUGLAS FIR 2 GAL. AS SHOWN 2 SHRUBS qC ACER CIRCINATUM VINE MAPLE I GAL. AS SHOWN 23 cc CORYLUS CORNUTA BEAKED HAZELNUT I GAL. AS SHOWN 6 cs CORNUS SERICEA RED OSIER DOGWOOD I GAL. AS SHOWN 22 E) MAHONIAAQUIFOLIUM TALL MAHONIA I GAL. AS SHOWN 140 O RIBES SANGUINEUM RED FLOWERING CURRANT I GAL. AS SHOWN I I rn ROSA NUTKANA RED HUCKLEBERRY I GAL. AS SHOWN 38 rs RUBUS SPECTABILIS SALMONBERRY I GAL. AS SHOWN 24 ssi SALIX SITCHENSIS SITKA WILLOW I GAL. AS SHOWN 4 sa SYMPHORICARPOS ALBUS SNOWBERRY I GAL. AS SHOWN 78 BUFFER INFILL PLANT SCHEDULE NOTE: INVASIVE PLANT REMOVAL AND INFILL PLANTING LAYOUT TO BE FIELD COORDINATED BY THE RESTORATION CONSULTANT SYMBOL LATIN NAME COMMON NAME SIZE QTY. TREES SHRUBS PSEUDOTSUGA MENZEISII DOUGLAS FIR 2 GAL. 25 THUJA PLICATA WESTERN RED CEDAR 2 GAL. 20 ACER CIRCINATUM VINE MAPLE I GAL. 13 CORNUS SERICEA RED OSIER DOGWOOD I GAL. 13 MAHONIAAQUIFOLIUM TALL MAHONIA I GAL. 13 RIBES SANGUINEUM RED FLOWERING CURRANT I GAL. 13 VACCINIUM PARVIFLORUM RED HUCKLEBERRY I GAL. 13 RUBUS SPECTABILIS SALMONBERRY I GAL. 13 SALIX SITCHENSIS SITKA WILLOW I GAL. 13 SYMPHORICARPOS ALBUS SNOWBERRY I GAL. 13 MITIGATION PLANTING PLAN SCALE: I" = 20'-0" PLANTING NOTES 1. REFER TO MITIGATION NOTES FOR CONSTRUCTION SEQUENCE AND OVERALL PLAN IMPLEMENTATION. 2. WORK ON THIS PLAN SHALL NOT COMMENCE UNTIL THERE HAS BEEN A PRECONSTRUCTION MEETING BETWEEN THE CONTRACTORAND RESTORATION CONSULTANT. 3. INVASIVES SPECIES REMOVAL AND INFILL PLANTING IS TO BE FIELD COORDINATED BY THE RESTORATION CONSULTANT. 4. EXISTING VEGETATION WITHIN THE WATER MAIN AND THE PROPOSED NGPA SHALL BE RETAINED TO THE GREATEST EXTENT POSSIBLE, REFERTO MITIGATION PLAN NOTES FOR SPECIFICS. 5. CONTRACTOR SHALL MAINTAIN PLANT MATERIAL UNTIL OWNER ACCEPTANCE AND SHALL PROVIDE A ONE-YEAR PLANT WARRANTY ON ALL PLANTS. 0 20' 40' 80' STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT l MARKS. GARFF CERTIFICATE NO.888 © Copyright- The Watershed Company 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 f 425.827.8136 www.watershedco.com Science & Design Z g CL WUj ° �w �Q- o az� m �Cw= oa past/ z3 O �¢ W o � wm o z > N Z Uj �W Ce m(n Z) N a w re Ca U U V) O 1 w � W 06 N J Q zW ��> m CL z N Ca W w 5 cn p U a. MG', GENERAL NOTES: DEVo N ( � nn�NINo F S 12 2009 SHEET SIZE: ORIGINAL PLAN IS 24" x 36" . 3 SCALE ACCORDINGLY. o PROJECT MANAGER: MG W Z a ' o DESIGNED: CL LL DRAFTED: CL CHECKED: MG o JOB NUMBER: g m w - 080109 °Z SHEET NUMBER: a S132 OF 3 0 MITIGATION PLAN NOTES GOALS 1) PROVIDE STREAM BUFFERAVLRAGING SUCH THAT: A) THE BUFFER IS NOT NARROWER THAN 25 FEET AT ANY POINT ON THE PROPERTY, EXCEPT WHERE PROPOSED VEHICULAR/PEDESTRIAN CROSSINGS ARE SHOWN. B) ENSURE THAT AGGREGATE BUFFER ADDITION AREAS ARE, AT MINIMUM, EQUIVALENT TO BUFFER LOSS AREAS IN TERMS OF BOTH SIZE AND HABITAT QUALITY. 2) RESTORE AND IMPROVE THE NATIVE PLANT COMMUNITY IN THE STREAM BUFFER: A) ESTABLISH A NATIVE PLANT COMMUNITY TO THE RESTORED WATER LINE CORRIDOR. B) INCREASE THE DIVERSITY OF TREE AND SHRUB SPECIES IN THE FORESTED BUFFER. C) REMOVE AND CONTROL ALL INVASIVE WOODY SPECIES INCLUDING BUT NOT LIMITED TO HIMALAYAN BLACKBERRY. PERFORMANCE STANDARDS THE STANDARDS LISTED BELOW WILL BE USED TO JUDGE THE SUCCESS OF THE PLAN OVER TIME. IF THE STANDARDS ARE MET AT THE END OF THE FIVE-YEAR MONITORING PERIOD, THE CITY OF RENTON SHALL ISSUE RELEASE OF THE PERFORMANCE BOND. 1) SURVIVAL: A) 100% SURVIVAL OF ALL PLANTINGS AT THE END OF YEAR ONE. THIS STANDARD MAY BE MET THROUGH ESTABLISHMENT OF INSTALLED PLANTS OR BY REPLANTING AS NECESSARY TO ACHIEVE THE REQUIRED NUMBERS. B) 80% SURVIVAL OF ALL PLANTINGS AT THE END OF YEAR TWO. THIS STANDARD MAY BE MET THROUGH ESTABLISHMENT OF INSTALLED PLANTS OR BY REPLANTING AS NECESSARY TO ACHIEVE THE REQUIRED NUMBERS. C) SURVIVAL BEYOND YEAR TWO IS DIFFICULT TO TRACK. THEREFORE, DIVERSITY AND ESTABLISHMENT STANDARDS ARE PROPOSED IN PLACE OF SURVIVAL (SEE #2 & #3, BELOW). 2) CONIFER ESTABLISHMENT: A) ESTABLISH AT LEAST 45 CONIFEROUS TREES IN THE EXISTING DECIDUOUS FORESTED BUFFER 3) NATIVE WOODYVEGETATION COVER IN THE RESTORED WATER LINE CORRIDORAND OTHER TEMPORARY -DISTURBANCE AREAS: A) ACHIEVE 60% COVER OF NATIVE WOODY VEGETATION BY THE END OF YEAR 3. VOLUNTEER SPECIES MAY COUNT TOWARDS THIS STANDARD. B) ACHIEVE 80% COVER OF NATIVE WOODY VEGETATION BY THE END OF YEAR 5. VOLUNTEER SPECIES MAY COUNT TOWARDS THIS STANDARD. 4) WOODY SPECIES DIVERSITY: A) ESTABLISH AT LEAST EIGHT NATIVE SHRUB SPECIES AND TWO NATIVE CONIFEROUS TREES THROUGHOUT THE INFILL PLANTING AREAS BY YEAR 5. VOLUNTEER SPECIES MAY COUNT TOWARDS THIS STANDARD. B) ESTABLISH AT LEAST 9 NATIVE SHRUB SPECIES IN THE RESTORED WATER LINE AREA AND OTHER TEMPORARY -DISTURBANCE AREAS BY YEAR 5. 5) INVASIVE SPECIES STANDARDS: NO MORE THAN 10% COVER OF INVASIVE SPECIES IN THE WETLAND BUFFER, IN ANY MONITORING YEAR. SPECIES TO INCLUDE HIMALAYAN AND EVERGREEN BLACKBERRY, SCOTS BROOM, REED CANARYGRASS, ENGLISH HOLLY, ENGLISH IVY, JAPANESE KNOTWEED AND ANY OTHER NON-NATIVE VEGETATION ASSESSED BY THE MONITORING BIOLOGIST TO BE IMPAIRING THE SUCCESSFUL ESTABLISHMENT OF A NATIVE WOODY SPECIES COMMUNITY. MONITORING METHODS THIS MONITORING PROGRAM IS DESIGNED TO TRACK THE SUCCESS OF THE MITIGATION SITE OVER TIME BY MEASURING THE DEGREE TO WHICH THE PERFORMANCE STANDARDS LISTED ABOVE ARE BEING MET. AN AS -BUILT PLAN WILL BE PREPARED AND SUBMITTED TO THE CITY OF RENTON WITHIN 30 DAYS OF SUBSTANTIALLY COMPLETE CONSTRUCTION OF THE MITIGATION AREA. THE AS -BUILT PLAN WILL DOCUMENT SUBSTANTIAL CONFORMANCE WITH THESE PLANS AND ALSO WILL DISCLOSE ANY SUBSTITUTIONS ORE OTHER NON -CRITICAL DEPARTURES. THE AS -BUILT PLAN WILL ESTABLISH TRANSECTS, BASELINE PLANT INSTALLATION QUANTITIES AND PHOTOPOINTS THAT WILL BE USED THROUGHOUT THE MONITORING PERIOD TO MEASURE THE PERFORMANCE STANDARDS OVERTIME. TRANSECTS DURING THE AS -BUILT INSPECTION, THE MONITORING RESTORATION SPECIALIST SHALL INSTALL TWO TRANSECTS IN THE RESTORED WATERLINE AREA. EACH TRANSECT WILL START AT THE STREAM BANK AND WILL RUN OPPOSITE EACH OTHER FOR THE ENTIRE LENGTH OF THE CORRIDOR WITHIN THE BUFFER. PHOTOPOINTS SHALL BE ESTABLISHED AT EITHER END OF BOTH TRANSECTS TO PROVIDE PHOTOGRAPHIC DOCUMENTATION OF SITE CONDITIONS. THE INFILL PLANTING AREAS WILL BE VISUALLY MONITORED FOR ESTABLISHMENT AND INVASIVE WEED PRESENCE TO VERIFY THAT PERFORMANCE STANDARDS ARE BEING MET. MONITORING SHALL OCCUR TWICE ANNUALLY FOR FIVE YEARS. THE FIRST MONITORING VISIT SHALL OCCUR IN THE SPRING. THIS VISIT SHALL RECORD NECESSARY WEEDING, INVASIVE CONTROL, AND OTHER MAINTENANCE NEEDS. THE RESTORATION SPECIALIST WILL THEN NOTIFY THE OWNER AND/OR MAINTENANCE CREWS OF NECESSARY EARLY SEASON MAINTENANCE. THE SECOND VISIT SHALL OCCUR IN LATE SUMMER OR FALL AND WILL RECORD THE FOLLOWING AND PROVIDE AN ANNUAL REPORT TO THE CITY OF RENTON: 1) GENERAL SUMMARY OF THE SPRING VISIT. 2) FIRST -YEAR COUNTS OF SURVIVING AND DEAD/DYING PLANTS BY SPECIES IN THE PLANTING AREAS. 3) ESTIMATES OF NATIVE WOODY SPECIES COVER ALONG ESTABLISHED TRANSECTS USING THE LINE INTERCEPT METHOD. 4) ESTIMATES OF INVASIVE WOODY SPECIES COVER ALONG ESTABLISHED TRANSECTS USING THE LINE INTERCEPT METHOD. 5) COUNTS OF ESTABLISHED NATIVE SPECIES TO DETERMINE SITE DIVERSITY AND ESTABLISHMENT. 6) NOTES AND/OR SKETCHES OF INVASIVE WEED AREAS OUTSIDE OF TRANSECTS. 7) PHOTOGRAPHIC DOCUMENTATION FROM TRANSECTS ENDS AND ESTABLISHED REFERENCE POINTS. 8) INTRUSIONS INTO THE PLANTING AREAS, VANDALISM, TRASH, AND OTHERACTIONS DETRIMENTAL TO THE OVERALL HEALTH OF THE MITIGATION AREA. 9) RECOMMENDATIONS FOR MAINTENANCE IN THE MITIGATION AREA. CONSTRUCTION NOTES AND SPECIFICATIONS WORK SEQUENCE NOTE: SPECIFICATIONS FOR ITEMS IN BOLD CAN BE FOUND UNDER "MATERIAL SPECIFICATIONS AND DEFINITIONS." THE WATERSHED COMPANY PERSONNEL, OR OTHER PERSONS QUALIFIED TO EVALUATE ENVIRONMENTAL RESTORATION PROJECTS, SHALL MONITOR: I ) ALL SITE PREPARATION. A) CLEARING AND INVASIVE SPECIES REMOVAL. 2) SOIL DE -COMPACTION AND AMENDMENT. 3) PLANT MATERIAL INSPECTION. A) 50% PLANT INSTALLATION/LAYOUT INSPECTION. B) 100% PLANT INSTALLATION INSPECTION. GENERAL WORK SEQUENCE I) CLEAR THE SITE OF ALL HIMALAYAN BLACKBERRY AND OTHER INVASIVE WOODY VEGETATION INCLUDING BUT NOT LIMITED TO SCOT'S BROOM, EVERGREEN BLACKBERRY, ENGLISH HOLLY, AND ENGLISH IVY. INVASIVE WEED CLEARING SHALL COVER THE ENTIRE BUFFER. 2) DE -COMPACT THE RESTORED WATER LINE AREA BY TILLING THE TOP NINE INCHES WITHIN THE ENTIRE PLANTED AREA. DO NOT TILL WITHIN THE DRIPLINE OF ANY EXISTING TREES. 3) AMEND EXISTING TOPSOIL BY INCORPORATING AT LEAST THREE INCHES COMPOST (43 CUBIC YARDS) INTO THE TOP NINE INCHES OF SOIL. 4) ALL PLANT INSTALLATION SHALL TAKE PLACE DURING THE DORMANT SEASON (OCTOBER 15 - MARCH 1). 5) FOLLOWING ACCEPTED SOIL PREPARATION, LAYOUT VEGETATION TO BE INSTALLED PER THE PLANTING PLAN AND PLANT SCHEDULE. 6) LAYOUT ALL PLANTS WITHIN THE RESTORED WATER LINE AREAAND PREPARE A PLANTING PIT FOR EACH PLANT AND INSTALL PER THE PLANTING DETAILS. 7) LAYOUT INFILL PLANTINGS THROUGHOUT THE BUFFER IN COOPERATION WITH THE RESTORATION SPECIALIST AND SO AS TO AVOID SIGNIFICANT DISTURBANCE TO THE ROOTS OF DESIRABLE NATIVE VEGETATION. 8) INSTALL ALL VEGETATION FOLLOWING APPROVAL OF THE LAYOUT BY THE RESTORATION SPECIALIST. 9) MULCH EACH TREE OR SHRUB WITH A CIRCULAR WOOD CHIP MULCH RING, FOUR INCHES THICK AND EXTENDING NINE INCHES FROM THE BASE OF THE PLANT (I8-INCHDIAMETER). I I CUBIC YARDS WILL BE REQUIRED. 10) INSTALL A TEMPORARY IRRIGATION SYSTEM CAPABLE OF SUPPLYING TWO INCHES OF WATER PER WEEK TO ALL PLANTS IN THE RESTORED WATER LINE AREA FROM JUNE I THROUGH SEPTEMBER 30 FOR THE FIRST TWO YEARS FOLLOWING INSTALLATION. 1 1) INSTALL THE SPLIT RAIL FENCE AND SIGNAGE PER PLAN DETAILS. MAINTENANCE THIS SITE WILL BE MAINTAINED FOR FIVE YEARS FOLLOWING COMPLETION OF THE CONSTRUCTION. SPECIFICATIONS IN BOLD CAN BE FOUND UNDER "MATERIAL SPECIFICATIONS AND DEFINITIONS." 1) REPLACE EACH PLANT FOUND DEAD IN THE SUMMER MONITORING VISIT DURING THE UPCOMING FALL DORMANT SEASON (OCTOBER 15TH TO MARCH I ST), 2) FOLLOW THE RECOMMENDATIONS NOTED IN THE SPRING MONITORING SITE VISIT. 3) INVASIVE SPECIES MAINTENANCE PLAN: A) HIMALAYAN BLACKBERRY, SCOTCH BROOM AND OTHER INVASIVE WOODY VEGETATION SHALL BE GRUBBED OUT BY HAND ON AN ONGOING BASIS, BEING CAREFUL TO GRUB OUT ROOTS EXCEPT WHERE SUCH WORK WILL JEOPARDIZE THE ROOTS OF INSTALLED NATIVE OR VOLUNTEER NATIVE PLANTS. B) IF HAND REMOVAL PROVES UNSUCCESSFUL OR WILL DAMAGE DESIRABLE SPECIES, APPLICATION OF AN HERBICIDE APPROVED FOR USE IN AQUATIC AREAS MAY BE USED. HERBICIDE APPLICATIONS MUST BE CONDUCTED ONLY BYA STATE -LICENSED APPLICATOR. APPLICATIONS SHOULD BE DONE BETWEEN MID -SPRING AND MID -SUMMER TO MAXIMIZE UPTAKE BY PLANTS. APPLICATION SHOULD BE ATARGETED METHOD SUCH AS SPOT SPRAY (PREFERRED FOR HIMALAYAN BLACKBERRY), WICK, OR STEM INJECTION (FOR JAPANESE KNOTWEED). 4) AT LEAST TWICE -YEARLY, HAND REMOVE ALL COMPETING WEEDS AND WEED ROOTS FROM BENEATH EACH INSTALLED PLANT AND ANY DESIRABLE VOLUNTEER VEGETATION TO A DISTANCE OF 18 INCHES FROM THE MAIN PLANT STEM. WEEDING SHOULD OCCUR AS NEEDED DURING THE SPRING AND SUMMER. FREQUENT WEEDING WILL RESULT IN LOWER MORTALITY AND LOWER PLANT REPLACEMENT COSTS. . 5) DO NOT WEED THE AREA NEAR THE PLANT BASES WITH STRING TRIMMER (WEED WHACKER). NATIVE PLANTS ARE EASILY DAMAGED OR KILLED, AND WEEDS EASILY RECOVERAFTER TRIMMING. 6) APPLY SLOW RELEASE GRANULAR FERTILIZER TO EACH INSTALLED PLANT ANNUALLY IN THE SPRING (BY JUNE 1) OF YEARS TWO THROUGH FIVE BUT NOT IN YEAR ONE. 7) MULCH THE WEEDED AREAS BENEATH EACH PLANT WITH WOOD CHIPS AS NECESSARY TO MAINTAIN A MINIMUM FOUR -INCH THICK, 18-INCH DIAMETER MULCH RING. 8) THE TEMPORARY IRRIGATION SYSTEM SHALL BE OPERATED TO ENSURE THAT PLANTS RECEIVE A MINIMUM OF TWO INCHES OF WATER PER WEEK FROM JUNE I THROUGH SEPTEMBER 30 FORTHE FIRST TWO YEARS FOLLOWING INSTALLATION. IRRIGATION BEYOND THE SECOND YEAR MAY BE NEEDED BASED ON SITE PERFORMANCE OR SIGNIFICANT REPLANTING. MATERIAL SPECIFICATIONS AND DEFINITIONS 1) WOOD CHIP MULCH: COURSE WOOD CHIPS (CHIPPED WOODY MATERIAL) APPROXIMATELY ONE TO THREE INCHES IN MAXIMUM DIMENSION (NOT SAWDUST OR COARSE HOG FUEL). THIS MATERIAL IS COMMONLY AVAILABLE IN LARGE QUANTITIES FROM ARBORIST OR TREE -PRUNING COMPANIES. THIS MATERIAL IS SOLD AS "ANIMAL FRIENDLY HOG FUEL" AT PACIFIC TOPSOILS [(800) 884-7645]. MULCH SHALL NOT CONTAIN APPRECIABLE QUANTITIES OF GARBAGE, PLASTIC, METAL, SOIL, AND DIMENSIONAL LUMBER OR CONSTRUCTION/DEMOLITION DEBRIS. QUANTITY REQUIRED: I I CUBIC YARDS. 2) FERTILIZER: SLOW RELEASE, GRANULAR FERTILIZER SUCH AS OSMOCOTET" OR EQUAL PRODUCT. MOST RETAIL NURSERIES CARRY THIS PRODUCT. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR APPLICATION. KEEP FERTILIZER IN A WEATHER -TIGHT CONTAINER WHILE ON SITE. NOTE THAT FERTILIZER IS TO BE APPLIED ONLY IN YEARS TWO, THREE, FOUR AND FIVE AND NOT IN THE FIRST YEAR. 3) COMPOST: CEDAR GROVE COMPOST OR EQUIVALENT PRODUCT. 100% VEGETABLE COMPOST WITH NO APPRECIABLE QUANTITIES OF SAND, GRAVEL, SAWDUST, OR OTHER NON -ORGANIC MATERIALS. QUANTITY REQUIRED: 43 CUBIC YARDS. 4) RESTORATION SPECIALIST: THE WATERSHED COMPANY PERSONNEL, OR OTHER PROFESSIONALS QUALIFIED TO EVALUATE ENVIRONMENTAL RESTORATION PROJECTS. NOTES: 1. PLANTING PIT SHALL NOT BE LESS THAN (2) TIMES THE WIDTH OF THE ROOT BALL DIA. 2. LOOSEN SIDES AND BOTTOMS OF PLANTING PIT 3. SOAK PLANTING PIT AFTER PLANTING REMOVE FROM POT & ROUGH -UP ROOT BALL BEFORE INSTALLING. UNTANGLE AND STRAIGHTEN CIRCLING ROOTS - PRUNE IF NECESSARY. IF PLANT IS EXCEPTIONALLY ROOT -BOUND, DO NOT PLANT AND RETURN TO NURSERY FOR AN ACCEPTABLE ALTERNATIVE 4" MULCH LAYER. HOLD BACK MULCH FROM TRUNKISTEMS 3" MIN HT. WATER BASIN FINISH GRADE SLOW RELEASE GRANULAR FERTILIZER, OSMOCOTE OR APPROVED EQUIV. (OUTSIDE OF O.H.W.M. ONLY) APPLIED ONE YEAR AFTER INITIAL PLANTING REMOVE DEBRIS AND LARGE ROCKS AND BACKFILL WITH NATIVE SOIL. FIRM UP SOIL AROUND PLANT TREE & SHRUB PLANTING DETAIL NTS �o N O cV M - (V Lo �. 1.7 I f 12" 1 SPLIT RAIL FENCE DETAIL NTS 8'-0" MAX. CITY APPROVED NGPA SIGN. TO BE PROVIDED AT LOCATIONS SHOWN ON SHEET SB I 6" x 6" ROUGH CUT CEDAR POST NOTCHED TO CONTAIN AND CONCEAL RAIL CONNECTION 2 X 6 ROUGH CUT CEDAR RAILS FINISH ELEVATION COMPACTED GRAVEL BASE. NO CONCRETE IS TO BE PLACED IN SENSITIVE AREAS. COMPACTED SUBGRADE PLANT INSTALLATION SPECIFICATIONS NOTE: THESE SPECIFICATIONS ARE A LEGALLY BINDING CONTRACT GENERAL NOTES QUALITY ASSURANCE I . PLANTS SHALL MEET OR EXCEED THE SPECIFICATIONS OF FEDERAL, STATE, AND LOCAL LAWS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. 2. PLANTS SHALL BE HEALTHY, VIGOROUS, AND WELL -FORMED, WITH WELL DEVELOPED, FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROM DAMAGE CAUSED BY TEMPERATURE EXTREMES, LACK OR EXCESS OF MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OF GOOD COLOR. PLANTS SHALL BE HABITUATED TO THE OUTDOOR ENVIRONMENTAL CONDITIONS INTO WHICH THEY WILL BE PLANTED (HARDENED -OFF). 3. TREES WITH DAMAGED, CROOKED, MULTIPLE OR BROKEN LEADERS WILL BE REJECTED. WOODY PLANTS WITH ABRASIONS OF THE BARK OR SUNSCALD WILL BE REJECTED. DEFINITIONS I . PLANTS/PLANT MATERIALS. PLANTS AND PLANT MATERIALS SHALL INCLUDE ANY LIVE PLANT MATERIAL USED ON THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CONTAINER GROWN, B&B OR BAREROOT PLANTS; LIVE STAKES AND FASCINES (WATTLES); TUBERS, CORMS, BULBS, ETC.; SPRIGS, PLUGS, AND LINERS. 2. CONTAINER GROWN. CONTAINER GROWN PLANTS ARE THOSE WHOSE ROOTBALLS ARE ENCLOSED IN A POT OR BAG IN WHICH THAT PLANT GREW. SUBSTITUTIONS I . IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SPECIFIED MATERIALS IN ADVANCE IF SPECIAL GROWING, MARKETING OR OTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLY SPECIFIED MATERIALS. 2. SUBSTITUTION OF PLANT MATERIALS NOT ON THE PROJECT LIST WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT / CONSULTANT. 3. IF PROOF IS SUBMITTED THAT ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALTERNATIVE SPECIES, WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 4. SUCH PROOF WILL BE SUBSTANTIATED AND SUBMITTED IN WRITING TO THE CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION. INSPECTION I. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE CONSULTANT FOR CONFORMANCE TO SPECIFICATIONS, EITHER AT TIME OF DELIVERY ON -SITE OR AT THE GROWER'S NURSERY. APPROVAL OF PLANT MATERIALS AT ANYTIME SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. 2. PLANTS INSPECTED ON SITE AND REJECTED FOR NOT MEETING SPECIFICATIONS MUST BE REMOVED IMMEDIATELY FROM SITE OR RED -TAGGED AND REMOVED AS SOON AS POSSIBLE. 3. THE CONSULTANT MAY ELECT TO INSPECT PLANT MATERIALS AT THE PLACE OF GROWTH. AFTER INSPECTION AND ACCEPTANCE, THE CONSULTANT MAY REQUIRE THE INSPECTED PLANTS BE LABELED AND RESERVED FOR PROJECT. SUBSTITUTION OF THESE PLANTS WITH OTHER INDIVIDUALS, EVEN OF THE SAME SPECIES AND SIZE, IS UNACCEPTABLE. MEASUREMENTS OF PLANTS I . PLANTS SHALL CONFORM TO SIZES SPECIFIED UNLESS SUBSTITUTIONS ARE MADE AS OUTLINED IN THIS CONTRACT. 2. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO MAIN BODY OF PLANT AND NOT BRANCH OR ROOT TIP TO TIP. PLANT DIMENSIONS SHALL BE MEASURED WHEN THEIR BRANCHES OR ROOTS ARE IN THEIR NORMAL POSITION. 3. WHERE A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND AT LEAST 50% OF THE PLANTS SHALL BE AS LARGE AS THE MEDIAN OF THE SIZE RANGE. (EXAMPLE: IF THE SIZE RANGE IS 12" TO 18", AT LEAST 50% OF PLANTS MUST BE 15" TALL.) SUBMITTALS PROPOSED PLANT SOURCES I . WITHIN 45 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT A COMPLETE LIST OF PLANT MATERIALS PROPOSED TO BE PROVIDED DEMONSTRATING CONFORMANCE WITH THE REQUIREMENTS SPECIFIED. INCLUDE THE NAMES AND ADDRESSES OF ALL GROWERS AND NURSERIES. PRODUCT CERTIFICATES I . PLANT MATERIALS LIST - SUBMIT DOCUMENTATION TO CONSULTANT AT LEAST 30 DAYS PRIORTO START OF WORK UNDERTHIS SECTION THAT PLANT MATERIALS HAVE BEEN ORDERED. ARRANGE PROCEDURE FOR INSPECTION OF PLANT MATERIAL WITH CONSULTANT AT TIME OF SUBMISSION. 2. HAVE COPIES OF VENDOR'S OR GROWERS' INVOICES OR PACKING SLIPS FOR ALL PLANTS ON SITE DURING INSTALLATION. INVOICE OR PACKING SLIP SHOULD LIST SPECIES BY SCIENTIFIC NAME, QUANTITY, AND DATE DELIVERED (AND GENETIC ORIGIN IF THAT INFORMATION WAS PREVIOUSLY REQUESTED). HANDLING, &,ST;ORAGE NOTIFICATION CONTRACTOR MUST NOTIFY CONSULTANT 48 HOURS OR MORE IN ADVANCE OF DELIVERIES SO THAT CONSULTANT MAYARRANGE FOR INSPECTION. PLANT MATERIALS I . TRANSPORTATION - DURING SHIPPING, PLANTS SHALL BE PACKED TO PROVIDE PROTECTION AGAINST CLIMATE EXTREMES, BREAKAGE AND DRYING. PROPER VENTILATION AND PREVENTION OF DAMAGE TO BARK, BRANCHES, AND ROOT SYSTEMS MUST BE ENSURED. 2. SCHEDULING AND STORAGE - PLANTS SHALL BE DELIVERED AS CLOSE TO PLANTING AS POSSIBLE. PLANTS IN STORAGE MUST BE PROTECTED AGAINST ANY CONDITION THAT IS DETRIMENTAL TO THEIR CONTINUED HEALTH AND VIGOR. 3. HANDLING - PLANT MATERIALS SHALL NOT BE HANDLED BY THE TRUNK, LIMBS, OR FOLIAGE BUT ONLY BY THE CONTAINER, BALL, BOX, OR OTHER PROTECTIVE STRUCTURE, EXCEPT BAREROOT PLANTS SHALL BE KEPT IN BUNDLES UNTIL PLANTING AND THEN HANDLED CAREFULLY BY THE TRUNK OR STEM. 4. LABELS - PLANTS SHALL HAVE DURABLE, LEGIBLE LABELS STATING CORRECT SCIENTIFIC NAME AND SIZE. TEN PERCENT OF CONTAINER GROWN PLANTS IN INDIVIDUAL POTS SHALL BE LABELED. PLANTS SUPPLIED IN FLATS, RACKS, BOXES, BAGS, OR BUNDLES SHALL HAVE ONE LABEL PER GROUP. THE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 f 425.827.8136 www.watershedco.com Science & Design Lri�I 40 mIUIU WARRANTY r) PLANT WARRANTY O PLANTS MUST BE GUARANTEED TO BE TRUE TO SCIENTIFIC NAME AND SPECIFIED SIZE, AND TO BE HEALTHYAND CAPABLE OF VIGOROUS GROWTH. REPLACEMENT LU �( 1. ITS NOT FOUND MEETING ALL OF THE REQUIRED CONDITIONS MUST BE REMOVED FROM SITE AND REPLACED IMMEDIATELY AT THE CONSULTANT'S cl� H DISCRETION. 06 3 Q �Yyrv- 2. PLANTS NOT SURVIVING AFTER ONE YEAR TO BE REPLACED AT THE CONTRACTOR'S EXPENSE. Q Z w F1 ;p PLANT MATERIAL m �Q�zN GENERAL = Q U NGPA SIGN I . PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO OR MORE SEVERE cn U CL THAN THOSE OF THE PROJECT SITE. _ 2. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY OR SUBSPECIES. NO CULTIVARS OR NAMED VARIETIES SHALL BE USED UNLESS SPECIFIED AS SUCH. Fes- °o 0 QUANTITIES Q ^ ' IN N -- SEE PLANT LIST ON ACCOMPANYING PLANS. MITIGATION PLAN NOTES, PLANTING SPECIFICATIONS, & DETAILS ROOT TREATMENT 1. CONTAINER GROWN PLANTS (INCLUDES PLUGS): PLANT ROOT BALLS MUST HOLD TOGETHER WHEN THE PLANT IS REMOVED FROM THE POT, EXCEPT THAT A SMALL AMOUNT OF LOOSE SOIL MAY BE ON THE TOP OF THE ROOTBALL. 2. PLANTS MUST NOT BE ROOT -BOUND; THERE MUST BE NO CIRCLING ROOTS PRESENT IN ANY PLANT INSPECTED. 3. ROOTBALLS THAT HAVE CRACKED OR BROKEN WHEN REMOVED FROM THE CONTAINER SHALL BE REJECTED. FINISH GRADE 4' WIDE TRAIL SURFACE 6" DEPTH OF WOOD CHIPS FINISH GRADE 3" DEPTH CRUSHED ROCK -r-•rr�= fir- iI= I COMPACTED SUBGRADE, USE ONLY LIGHT TAMPING BY HAND WITHIN DRIPLINES OF TREES MULCHED TRAIL DETAIL NTS STATE OF WASHINGTON REGISTERED LANDS.C;APE ARCHITECT MARKS. GARFF CERTIFICATE NO.888 © Copyright- The Watershed Company NMI 1 GENERAL NOTES: FEB 12 2oog RECEIVPD SHEET SIZE: ORIGINAL PLAN IS 24" x 36" . SCALE ACCORDINGLY. o PROJECT MANAGER: MG w z g o DESIGNED: CL LL DRAFTED: CL CHECKED: MG J o JOB NUMBER: g 080109 m w SHEET NUMBER: a o SB3 OF 3 L 0 - 6u -7 O 5 10 20 40 E PLAN PA RTIAL BUILDING A I -20 0 51T ( ) n 5E 112 NO 5T. ON -GRADE / PARKING Z 80 • / ' "/ri :r / r 1 ON -GRADE PARKING I 51TE 5EGTION D-D (BUILDING A) LINE OF MAX, BLDG. HT. — — — — +426'-011 'IAL 'IAL +406'-0" 'IAL RESIDENTIAL �+3q6'-O" +386-0" 384' 382 O 5 10 20 LINE OF MAX. BLDG. HT. — +4211 RF-51DENTIAL OIL +416'-O" RESIDENTIAL +406'-O" RE5IDENTIAL OIL MAIN LVL, RESIDENTIAL +386'-O" 5E 1-12 NO 5T. UPPER LVL PARKING i I, '•/-.: v t ✓;Y'.'i'4ti�h �i''�'4V4';?.Ff: ;-.`„r', ;'�y,?•-k`!XXfnr':ryJx � -:�-}v'��}�ii '�-^r��.ra�Y�ic'�i(`7�.�i?-:��iY}'Y1''1kYir��x�'i�x�1'v:/.Y`✓,rr.�vU'> - / l,•'!f%/,! !,/°i ff/%.'i' /,r, J• ,/,�J//i %� v J �j8. , /, /f/,'/r rr//, ,.. r." , .. i' ,.,.,--;/,. ,, .,.. - `'-%'.. /,'/ J, �./, .,./..,-;'/„// ,///„f///:f//,/,`.'i:J;, ,.,./„/f.-..•//;'%%:;r%,,./., ,...,,.."�' ,/J, i% ,.. , 0 5 10 20 51TE 5EGTI0N G-C, (BUILDING A) I°=2o'-0° LINE OF BLDG. 5E 112 NO 5T. 777 5. 51TE 5EGTION B-B (BUILDING A) RESIDENTIAL RESIDENTIAL RESIDENTIAL RE5IDENTIAL RE5IDENTIAL RESIDENTIAL MAIN LEVEL RE5IDENTIAL PLAY AREA MAIN LEVEL RE5IDENTIAL , ' 384. // ' I `o^ �r>r UPPER FLR PARKING/ RESIDENTIAL 3�12 ER FLR. PARKING/ RESIDENTIAL , / 372' LOWER FLR, PARKING 3-70' i. J/ r / if - fr 1 �, r .;, J i f fJ: JJ// r xz J / fr ;' /.' / l / „ r J 51TE 5EGTION A -A (BUILDING A) .5( O 5 10 20 40 80 40 40 80 +4211 MAX. BLDG. HT, BUILDING 'A' _ _ +420'-O" MAX. BLDG. HT. BUILDING 'A' i I 1 O O 51—OII DATUM I O y h4: v Y x x 1` jr I r r C I ,fin I / / / / J % 1 / r ;3 62 i ! / I / ii/i- `////J/./f/r 0 5 10 20 40 #3368 �-,n IF REGISTERED II STATE OF WAS NGTON RICHARD WAGNER COPYRIGHT ©2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF SAYUS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. LU U z 0 O Z T 0 Q o Z O Z Z W c PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: PLOT DATE: DATE: 08-0443 JL SK Feb 10, 2009 - 10:47am 0 � w Z Z w g° ao �W W Q Q Z Q J pp W CL 10801 Main Street Bellevue, WA 980G4 T 425 4540566 F 425 453 8013 www. bay[ lsarchltects.col 1NG rtl AiLIS� t 'jejtof1mtN ncat C t � nry(1� rip i � ra SITE SECTIONS �;4'�7/MINARY- NOThr�R CONSTRUCTION N I ate, - - /`• /' - \ '--� ✓ —`�/— — `—BP-�---- ---.__ --- - . _ _.-. � i\ — =:' / '\✓ �� JSD— SD 3 (R - _ - ss sS _ Ss ss---- 43 tTcA � - EG. NO: -131200�0 o _' _"' ss _ 1 • _ 0O — — D `=-.v`—ss f —ss 0- ss— \ - -�- ;\ — -,� _ _ =+--- , -__c,' — \ _—ass - ss =i U \ LL SS v' v` ,''• ``#� ° � ' � r � ss---ems �- °! ' ..� --r- `\ w - ys--- —ss - �i..,,w �P��) _ _ SD /� r; ass♦ ` 7rir .,.. �' "J � •. ; ' \ \\ � j�'. � � ` . �� - I - lJ} t I J%Jr' / ti / f r - / -f ' \ :, /'= %f ' EX15T BUILDING 'A'' I _ .. L . — .. —\ I STRIP=TYP Epp r'ir ✓ l f '�/ / / ' r r / iJ'/' ' ;ice ♦ ,.> , � -.�. f '� \. , � I f / / .................: .. — o / - /lr li� ,I %.- ii /; J/ Jr ;, /J ,',fi' /'' '/ // `;, {• j _` o m r.: � .,#,, O� ,t: ., a,�..r rrt'•cs r., / f " K� _. '�� o SDLL yi LL 5- \ \� `f { 1. O2 5 253,60' ) PARKING LOT ,A' �—J NW E , I \ a - I i \ >. \,. \ 1 w t tw y / JOINT USE PARKING rzs s/.s"'-. �_r,.��j -�) 5PAfrESILI ` ,,1.. c, ✓ems \ / \ (( r / . ✓t ?fps . .. . W� i. �� '1r°, .�. � \ ♦ \ ; f �' , n f \ �\ �\ l < / O / .r. • 19 � - \ r \ .2 r L Y. \ r / ( .f. C '•�\ � \ \ ,\\`'ti\`J. -r / : 'g.4' _..- - is 1 "`iy /,. / ii`jj i,' I �:� ' • � Sri - \ sDo \ \r./ ! \ -,' I � 'r,3� �-.'`• f .� l f � X}y�yr'` J.'..?i.�''ri , .. u -9� \d. r 1 \\ � I � / %\ Q..-- : a\\. .i � 7i � /�/ ,ry i� �r /r n� `r -\•tf � � y/• / . /� / �a ♦ GYFARKINP M \LOT 'B' 06 �/� s � ♦.. • - � —. I . \ l '-/ter ° o PARKING \ �1 ��\ �� ?�� J♦ ° I l LOT I� �01, `� \ \/ �s b' „ BUILDING , �' low ',��' . \ .\ \ \; ♦ \ \s f 6' HIGH GMU WALL AT TRASH 'r ` \ ♦ ' 1'i / / ENCLOSURE W/ PERIMETER /' \ \\ �♦ LANDSCAPING 5GREENING \ \ \, ; ♦ _ THE NORTH AND WEST SIDE LEGEND: \r41, \ �C / \ ® / / \ OF THE ENCLOSURE PARKING LOT \ \ \ 01 \ LANDSCAPE co I / O 10 20 40 80 160 PARKING LOT LAND50APE PLAN 1 i=40'-O° PARKING LOT LANDE)GAPE REQUIREMENT GALGULATION5: (PER RMG 4-4-010) MIN, LAND50AFE AREA FOR SURFACE PARKING W/ 15 TO 50 STALLS = 15 5F/ PARKING SPACE 51 TO qa STALLS = 25 5F/PARKING SPACE 100 OR MORE = 35 5F/PARKING SPACE NUMECR OF SPACES MIN, REOD. LN050. AREA PARKING LOT 'A' 63 25 * 63 = 15-15 PARKING LOT 'B' 25 + 8 = 36 15 * 36 = 540 JOINT-U5E PARKING 35 15 35 = 525 TOTAL LANDSCAPING PROVIDED: PARTING LOT LNDSG.(517) PERIMETER LNDS0.(5F) PARCEL A: 2j555 (PARKING LOT A) 10,121 (1,060 5F PLANTED; 2,313 5F EXISTING VEG. OUTSIDE OF CRITICAL AREAS; 1,5511 SF EXISTING VEG. WITHIN CRITICAL AREAS PARCEL B: I,135 (PARKING LOT B) 5,412 670 (JOINT USE PARKING) (2,402 5F PLANTED; 222 5F EXISTING VEG. OUTSIDE OF CRITICAL AREAS; 2,557 SF EXISTING VEG. WITHIN CRITICAL AREAS TOTAL 51TE: 5,1405F 1(o,3113 5F NOTE: REFER TO LANDSCAPE PLAINS FOR PERIMETER LANDSCAPING AND PARKING LOT LAND50APIN6,• REFEF, TO 13UFFER AVERAGING AND ENHANCEMENT PLAN FOR PROPOSE D CRITICAL ;AREAS. REGISTERED ARCHITECT STATE OF WA HINGTUN RICHARD WAGNER COPYRIGHT © 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Uj O `J z s V) 0 0 O ® z U ids r / PROJECT NUMBER:-08-0443 PROJECT MANAGER: JL DRAWN BY: SIC PLOT DATE: Feb 10, 2009 - 10:47am DATE: T 425 10801 M aln Street Bellevue, WA 98004 454 056t; F 425 453 8013 www. baylisarchitects.coi C1TY OF RENTOM FEB 12 NON PARKING LOT LANDSCAPE PLAN Q�IL'! I. 4 ............ . .........:............................ ..:... O w"Oww.. � r. I O a 0 c © . ► ww.w.7 �.n• O :=.:..awnMUn sv ♦ �1•^:: � � ��•• M�N:.W VM IAA =0111111 or 11101A T A ,a yam► , ....,�., V:: :%z�• ) 9 ._i � �/ '�11��. ©11��i��w...,�, «v^'S^ �,��"' "��,"'S • .5��►f<.�/`.� = �•w,.�,"�"'^"' .�^wM,.^�^^"' � � •►- -. �`�i1�o� �� ®�jy1111,►��"a°:�,�=°� -�©Fljl' ti!� �©�111' w� •`v"' ��q�'��.,Q F -2w . „w.,' .. /1�� '�...o. �• � !'°`�T'�l►'�v°v°i° ° it V a r frATA r.. • ' j O -a / VAN �- OM � 0..._ O11Oa. RIYI6`J AFAVA �0�� ■ IIIIIIIIIIIIIIII >� IIII j d BUILDINGapt, (SEE ARCHITECTURAL PLANS) I r I • ,- off" Co EXISTING PATH�� + + + r Q i 40 , r + + + + + + + + + +y+ + t / ! • / l + + + + + + 7+�+ + PLAYAREA, MATERIALS B D TO E DETERMINE ♦ 1 1 , 7: , PROPOSED WATER MAIN (SEE CIVIL '" "�� '` '``�" ))i �� '� �'" + �`� '`5p _ �� PLANS.) EXISTING VEGETATION WITHIN I EASEMENT TO BE RETAINED TO THE + MAXIMUM EXTENT POSSIBLE. ANY DISTURBED AREAS WITHIN EASEMENT, t OUTSIDE OF PROPOSED NGPA TO BE HYDROSEED FOR EROSION CONTROL SEE v r �` �'-- STREAM BUFFER AVERAGING AND ENHANCEMENT PLAN FOR EASEMENT / -- i._ PLANTING WITHIN NGPA EXISTING VEGETATION—` j TO REMAIN (TYP.) ,, `, \V2.®-- 4- w >_ , BENCH TYP.), MATERIALS TO BE DETERMINED h .___�__- -.-ss r, GL1�►��w� CP I o � ; F o d o I l CP 6� �.- 35 FOOT STANDARD BUFFER TO STREAM A r I ^ PLANT SCHEDULE FOR SHEETS L I AND L2 -' STR ° - PROPERTY LINE, TYP. ,^ (REFER TO L2 FOR PLANTING NOTES AND L3 FOR SPECIFICATIONS) SYMBOL TREES LATIN NAME COMMON NAME SIZE QTY. SPACING NOTES EXISTING VEGETATION, TYPICAL Q: ; t - _ �.+t v woo ACER CIRCINATUM VINE MAPLE 8' HT. MIN. 27 AS SHOWN ~` ` , „ 1 \ v MAGNOLIA X'LITTLE GEM' DWARF MAGNOLIA 8' HT. MIN. 22 AS SHOWN ~` /\ " . F -- (j"„ �` =. 0►0 �� MA(CHL�N BETULA JACQUEMONTII JACQUEMONTII BIRCH 2" CAL. MIN. 31 AS SHOWN MATCHED STANDARD, MIN. 8' CLEAR OF BRANCHES FROM GROUND , FRAXINUS OXYCARPA'RAYWOOD' RAYWOOD ASH 2" CAL. MIN. 24 AS SHOWN MATCHED STANDARD, MIN. 8' CLEAR OF BRANCHES FROM GROUND '` AREA AD ACENT PINUS THUNBERGII JAPANESE BLACK PINE 8' HT. MIN. 17 AS SHOWN TO BUILDING TO Nt PRUNUS SERRULA BIRCH BARK CHERRY 8' HT. MIN. 12 AS SHOWN BE MULCHED 0000 SHRUBS AND VINES • CALLICARPA JAPONICA'LEUCODERMA' BEAUTYBERRY 16" HT. MIN. CA CLEMATIS ARMANDII EVERGREEN CLEMATIS 2 GAL. 0— CEONOTHUS X PALLIDUS'MARIE SIMON MARIE SIMON CEONOTHUS 16" HT. MIN. Op FOTHERGILLA GARDENII DWARF FOTHERGILLA 16" HT. MIN. GAULTHERIA MUCRONATA PERNETTYA 16" HT. + + GAULTHERIA SHALLON SALAL I GAL. + O HEBE X'AMY' HEBE 16" HT. MIN. OPHYSOCARPUS OPULIFOLIUS'DIABLO' DIABLO NINEBARK 16" HT. MIN. OQ MAHONIAAQUIFOLIUM'COMPACTN COMPACT MAHONIA 16" HT. MIN. RIBES SANGUINEUM RED FLOWERING CURRANT 16" HT. MIN. O RHAPHIOLEPIS UMBELLATA YEDDO HAWTHORN 16" HT. MIN. ROSA RUGOSA'HANSA' RUGOSA ROSE 16" HT. MIN. O SYMPHORICARPOS X DOORENBOSII CORALBERRY 16" HT. MIN. AMETHYST OVIBURNUM X PRAGENSE PRAGUE VIBURNUM 16" HT. MIN. PERENNIALS & FERNS AGASTACHE RUPESTRIS SWEET HYSSOP 4" POT MIN. v v v v v vvvvvvv HEMEROCALIS X'HAPPY RETURNS' DWARF DAYLILY 4" POT MIN. v v v PARAHEBE PERFOLIATA DIGGERS SPEEDWELL 4" POT MIN. POLYSTICHUM MUNITUM SWORD FERN I GAL. GROUNDCOVER & GRASSES ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 4" POT !� CAREXTESTACEA ORANGE SEDGE I GAL. FRAGARIA CHILOENSIS'LIPSTICK' SAND STRAWBERRY 4" POT MAHONIA REPENS CREEPING MAHONIA 4" POT PENNISE'fUM ORIENTALE FOUNTAIN GRASS I GAL. 90 AS SHOWN 6 AS SHOWN 65 AS SHOWN 37 AS SHOWN 36 AS SHOWN 560 30" O.C. 83 AS SHOWN 103 AS SHOWN 57 AS SHOWN 86 AS SHOWN 62 AS SHOWN 116 AS SHOWN 146 AS SHOWN rt�-VV:[•1ua 115 24" O.C. 120 24" O.C. 73 24" O.C. 185 24" O.C. 2032 18" O.C. 61 AS SHOWN 2904 18" O.C. 1495 18" O.C. 58 AS SHOWN PLANTING PLAN (I OF 2 SCALE: 1 " = 20'-0" 0 20' 401 1 NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEWAND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION 941 awl" a 12IN-DOO L I PLANTING PLAN (I OF 2) L2 PLANTING PLAN (2 OF 2), PLANTING NOTES, AND LANDSCAPE CALCULATIONS L3 PLANTING SPECIFICATIONS AND DETAILS ES 1. REFER TO ARCHITECTURAL PLANS PREPARED BY BAYLIS ARCHITECTS FOR SITE PLAN AND BUILDING INFORMATION AND PARKING LOT LANDSCAPE AREA CALCULATIONS. 2. REFER TO CIVIL PLANS PREPARED BY CPH CONSULTANTS FOR GRADING AND UTILITY INFORMATION 3. REFER TO THE TREE INVENTORY PLAN PREPARED BY THE WATERSHED COMPANY FOR TREE RETENTION INFORMATION 4. REFER TO THE STREAM BUFFERAVERAGING AND ENHANCEMENT PLAN PREPARED BYTHE WATERSHED COMPANY FOR SENSITIVE AREA INFORMATION. i 91 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARK S. GARFF CERTIFICATE NO.888 © Copyright- The Watershed Company mlu V) 0 N W 13� I- 06 w Q Z O> w LLI i' m u m Z w W-j cn 0 U ° a. a o_ Q � N — ' _ cV 0 — N GENERAL NOTES: DEVELOPM AIT PLHNNWG rrTY O 11ENT0.-q FEB 12 2009 SHEET SIZE: ORIGINAL PLAN IS 24" x 36" . SCALE ACCORDINGLY. o :n� PROJECT MANAGER: MG w z m o DESIGNED: CL LL 3 DRAFTED: CL CHECKED: MG o JOB NUMBER: g 080109 m w SHEET NUMBER: z a D UU - Ll OF 3Q L 1 PLANTING NOTES (FOR LI & L2) 1. WORK ON THESE PLANS SFIALL NOT COMMENCE UNTIL THERE HAS BEEN A PRECONSTRUCTION MEETING WITH THE CONVACTOR AND THE LANSCAPE ARCHITECT. 2. CONTRACTOR IS TO VERIFY AND MARK THE LOCATION OF ALL EXISTING AND PROPOSED UTILITIES AS NECESSARY TO AVOID DAMAGE OR CONFLICTS WITH UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING DAMAGE TO UTILITIES DOES NOT OCCUR THROUGHOUT THE CONSTRUCTION PERIOD. 3. ALL PLANTING AREAS TO RECEIVE A 6 INCH DEPTH OF TOPSOIL AND THE FOLLOWING SOIL PREPARATION: SCARIFY OR ROTO-TILL EXISTING SUBGRADES TO A MINIMUM DEPTH OF 6". REMOVE ALL LARGE STONES AND OTHER MISC. DEBRIS. PLACE ONE-HALF DEPTH OF TOPSOIL AND INCORPORATE INTO PREPARED SUBGRADE. PLACE REMAINING TOPSOIL TO FINISH GRADE. TOPSOIL DEPTHS TO BE MEASURED AFTER COMPACTING. 4. THE LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIALS AND SOIL PREPARATION PRIOR TO PLANT LAYOUT. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL OR SOIL FOUND TO NOT MEET STANDARDS OF QUALITY REQUIRED FOR THIS PLAN. 5. ONCE PLANT MATERIAL HAS BEEN APPROVED, PLANTS SHALL BE LAID OUT PER PLAN AND IF NECESSARY FIELD ADJUSTED FOR LOCAL MICROSITE CONDITIONS. NOTE: CONTRACTOR TO ADJUST LOCATIONS AS NEEDED TO AVOID PLANTING TREES OVER OR WITHIN 5'-0" OF EXISTING OR PROPOSED BURIED UTILITIES AND WITHIN 3"-0" OF RETAINING WALLS. PLANTING AREAS AND/ OR PLANT PLACEMENT MAY NEED TO BE ADJUSTED SLIGHTLY BY LANDSCAPE ARCHITECT IN THE FIELD DURING CONSTRUCTION. LANDSCAPE ARCHITECT TO APPROVE PLANT LAYOUT PRIOR TO INSTALLATION. 6. INSTALL PLANTS PER PLANTING DETAILS IN THIS PLAN SET. 7. ALL PLANTINGS TO RECEIVE SLOW -RELEASE FERTILIZER, OSMOCOTE OR APPROVED EQUIV. 8. ONCE INSTALLED ALL PLANTING AREAS SHALL RECEIVE 4" OF VEGETABLE COMPOST AS MULCH. HOLD MULCH BACK 3 INCHES FROM TREE TRUNKS AND SHRUB STEMS. 9. THE PLANTING AREAS SHALL HAVE A BIDDER DESIGN UNDERGROUND IRRIGATION SYSTEM INSTALLED TO PROVIDE COMPLETE COVERAGE TO ALL PLANTED AREAS. 10. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND APPROVAL. 11. ALL PLANTINGS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR FOLLOWING FINAL OWNER ACCEPTANCE. o 0 4 7F "Ix 35 FOOT STANDARD CP 0) BUFFER TO STREAM A V1 PROPOSED NGPAAREA- SEE STREAM BUFFER —_Orr AVERAGING AND ENHANCEMENT PLAN 1 00{ f 00 t4PJC1% y-1 1 R_J_� Il 1-,) k 63 Nk -'YA7 0 4q d /X f •EXISTING VEGETATION VN TO REMAIN (TYP.) zz, A_ bq'\ L D 4 4(0 BUILDING B A PARKING LOT LANDSCAPE AND PERIMETER LANDSCAPE REQUIREMENT CALCULATIONS (PROVIDED BY BAYLIS ARCHITECTS AND REVIEWED BY THE WATERSHED COMPANY): (PER RMC 4-4-070) MIN. LANDSCAPE AREA FOR SURFACE PARKING W/ 15 TO 50 STALLS = 15 SF/ PARKING SPACE 51 TO 99 STALLS = 25 SF/PARKING SPACE 100 OR MORE = 35 SF/PARKING SPACE NUMBER OF SPACES MIN. REQD. LNDSC. AREA PARKING LOTN 63 25 * 63 = 1575 PARKING LOTV 28 + 8 = 36 15 * 36 = 540 JOINT -USE PARKING 35 15 * 35 = 525 TOTAL LANDSCAPING PROVIDED: PARKING LOT LN PERIMETER LNDSC.(SF) PARCEL A: 2,335 (PARKING LOT A) 10,921 (7,060 SF PLANTED; 2,313 SF EXISTING VEG. OUTSIDE OF CRITICAL AREAS; 1,539 SF EXISTING VEG. WITHIN CRITICAL AREAS PARCEL B: 1,935 (PARKING LOT 13) 5,472 870 UOINT USE PARKING) (2,402 SF PLANTED; 222 SF EXISTING VEG. OUTSIDE OF CRITICAL AREAS; 2,837 SF EXISTING VEG. WITHIN CRITICAL AREAS TOTAL SITE: 5,140 SF 16,393 SF PLANTING PLAN (2 OF 2) SCALE: I " = W-011 (SEE ARCHITECTURAL PLANS) N, '6 0 40 -4 rrr yy c Q_D 00 & t7� J# 4Q A C 0 v 4q� 'SN, V) z 0 0 Lu F_ C)d Lu V) 0 20' 401 < 0 I-' > P w ice z ca u Z V) p u Z) a_ 0 z GENERAL NOTES: DEVELOPMew pLwil Crr�'OJFFISW 1 NG 3 FF-9 12 2,,09 SHEET SIZE: ORIGINAL PLAN IS 24" x 36". SCALE ACCORDINGLY. 0'Lu a0, PROJECT MANAGER: MG E <z C-0 DESIGNED: CL w LL DRAFTED: CL STATE OF CHECKED: MG j -i 0 a INGTON JOB NUMBER: z REGWASHISTERED ARCHITECT LANDSCAPE0 80 80109 w Z F, Z::) MARK S. GARFF /CERTIFICATE SHEET NUMBER: E2 0- 0 U NO. 888 L2 OF3Lu-7 Copyright- The Watershed Company a 7 N O SD- -(REG. NO: 73120b02 4} ss ss SS SS---� Q o - ss SD —-----ss \ `per—_`/�— jir _' \ p __l. — � ,V � v� �' �s� 1 r'J � r7 t \------_s �C—ss p��,/' - i' �-—•...__ '� i �. --- --• s r-- i — f i I l LL- \ _ i p p ` \ \ ` — — \ I 1 EXIST \ \ \ — — - EXIST . � � 1 1'• \ �-; � ...� — . — .. `• — (rJTRifTTYfr '-�,�„ 1 1 ',';''; ,- , • i` / \ \ BUILDING A J I BLDG:', B-777-7 LDG: 77 y., r = r, 5T R I o 0 I � ° 1 0 4A t, -- "E ILI \ O\ I 253.60' Sg---SD \ b` I % I f 1• '.', r _ PARKINLL G LT 'A' �� ` N88°025 T / _ - - , a ? \ 1106 / r \ \ � '\ _- -- '.•� 1, ,> \ \ � � \ � � JOINT USE PARKING — " r i 1 a / 1 / f•:; o y 4 � I \ 7 1 f � iv O \ 6 f , ,S` \ A 0 \ i t Y N PARKING LOT LAND50APE PLAN 35) SPACES O 1 1 _ 5 y \ \ l i r \ r j } \ / I ++11 \ P O— i K-x• 1 \ P \ i r a.• r f- \ t �r / n Q lb PARK , , I i 1, r i q I``I xi t, Y' \ ' :r�♦£ . ^ ,/� ; I . �:: l�dF , ; {eJ' / .fir" FF may, \ ! ' � ,� �'� � „ i � ♦ �: a '` .', Pj. •\ s V, / LOT 'B' /7 \ 5PAGE5 PARKING LOT (2' 5PAc s NO A. V / / c \ 6 HIGH GMU WALL AT TRASH \ \ s \ \\ \ \ /4/ ENCLOSURE W/ PERIMETER / LANDSCAPING 5GREENINC7 \ r J} v v. v v v �� .' � / , • r ' THE NORTH AND WEST 51DE OF THE ENCLOSURE s \ Q)\ �N O " \ lu l / O 10 20 40 80 160 111=40'-O" { 3 0 ! PARKING LOT LAN05GAPE REQUIREMENT GALGULATION5: (PER RMG 4-4-010) MIN. LAND50APE AREA FOR SURFACE PARKING N 15 TO 50 STALLS = 15 5F/ PARKING SPACE 51 TO 11 5TALL5 = 25 5F/PARKING SPACE 100 OR MORE = 35 5F/PARKING SPACE NUMBER OF SPACES MIN. REOD. LND50. AREA PARKING LOT 'A' 63 25 63 = 15-15 PARKING LOT 'B' 25 + 8 = 36 15 ' 36 = 540 JOINT-U5E PARKING 35 15 " 35 = 525 TOTAL LANDSCAPING PROVIDED: PARKING LOT LND50.(5F) PERIMETER LND5G.(5F) PARCEL A: 2,335 (PARKING LOT A) 10,121 (7,060 5F PLANTED; 2313 5F EXISTING VEG. OUT5IDE OF CRITICAL AREAS; 1,531 5F EXISTING VEG. WITHIN CRITICAL AREAS PARCEL B: 1,155 (PARKING LOT B) 5,472 870 (JOINT USE PARKIN(5) (2,402 5F PLANTED; 222 SF EXI5TING VEG. OUT5IDE OF CRITICAL AREAS; 2,551 SF EXI5TIN6 VE6. WITHIN CRITICAL AREAS TOTAL SITE: 5,140 5F 16,393 5F NOTE: REFER TO LAN05CAPE PLANS FOR PERIMETER LANDSCAPING AND PARKING LOT LAND5CAPIN6,. REFER TO BUFFER AVERAGING AND ENHANCEMENT PLAN FOR PROPOSED CRITICAL AREAS, #T REGISTERED A . ARCHITECT RICHARD WAGNER COPYRIGHT © 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: PLOT DATE: DATE: z O z W U8-0443 JL SK Feb 10, 2009 - 10: 7a � Z Z w Z E ga a 0 T 425 10801 Main Street Bellevue, WA 98004 4540566 F 425 453 8013 www. baylisarchitects.col _.. -MT 'Pimt1 NG Dev%Va— , OF PARKING LOT LANDSCAPE PLAN NOTE: THESE SPECIFICATIONS ARE A LEGALLY BINDING CONTRACT. GENERAL NOTES QUALITY ASSURANCE 1. PLANTS SHALL MEET OR EXCEED THE SPECIFICATIONS OF FEDERAL, STATE, AND LOCAL LAWS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. 2. PLANTS SHALL BE HEALTHY, VIGOROUS, AND WELL -FORMED, WITH WELL DEVELOPED, FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES OR ROOTS. PLANTS SHALL BE FREE FROM DAMAGE CAUSED BY TEMPERATURE EXTREMES, LACK OR EXCESS OF MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OF GOOD COLOR. PLANTS SHALL BE HABITUATED TO THE OUTDOOR ENVIRONMENTAL CONDITIONS INTO WHICH THEY WILL BE PLANTED (HARDENED -OFF). 3. TREES WITH DAMAGED, CROOKED, MULTIPLE OR BROKEN LEADERS WILL BE REJECTED. WOODY PLANTS WITH ABRASIONS OF THE BARK OR SUN SCALD WILL BE REJECTED. 4. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO FLORA OF THE PACIFIC NORTHWEST BY HITCHCOCK AND CRONQUIST, UNIVERSITY OF WASHINGTON PRESS, 1973 AND/OR TO A FIELD GUIDE TO THE COMMON WETLAND PLANTS OF WESTERN WASHINGTON & NORTHWESTERN OREGON, ED. SARAH SPEAR COOKE, SEATTLE AUDUBON SOCIETY, 1997. DEFINITIONS I . PLANTS/PLANT MATERIALS. PLANTS AND PLANT MATERIALS SHALL INCLUDE ANY LIVE PLANT MATERIAL USED ON THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CONTAINER GROWN, B&B OR BAREROOT PLANTS; LIVE STAKES AND FASCINES (WATTLES); TUBERS, CORMS, BULBS, ETC..; SPRIGS, PLUGS, AND LINERS. 2. CONTAINER GROWN. CONTAINER GROWN PLANTS ARE THOSE WHOSE ROOTBALLS ARE ENCLOSED IN A POT OR BAG IN WHICH THAT PLANT GREW. SUBSTITUTIONS 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SPECIFIED MATERIALS IN ADVANCE IF SPECIAL GROWING, MARKETING OR OTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLY SPECIFIED MATERIALS. 2. SUBSTITUTION OF PLANT MATERIALS NOT ON THE PROJECT LIST WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE RESTORATION CONSULTANT. 3. IF PROOF IS SUBMITTED THAT ANY PLANT MATERIAL SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALTERNATIVE SPECIES, WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 4. SUCH PROOF WILL BE SUBSTANTIATED AND SUBMITTED IN WRITING TO THE CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION. INSPECTION I . PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE STREAM RESTORATION CONSULTANT FOR CONFORMANCE TO SPECIFICATIONS, EITHER AT TIME OF DELIVERY ON -SITE OR AT THE GROWER'S NURSERY. APPROVAL OF PLANT MATERIALS AT ANYTIME SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. 2. PLANTS INSPECTED ON SITE AND REJECTED FOR NOT MEETING SPECIFICATIONS MUST BE REMOVED IMMEDIATELY FROM SITE OR RED -TAGGED AND REMOVED AS SOON AS POSSIBLE. 3. THE STREAM RESTORATION CONSULTANT MAY ELECT TO INSPECT PLANT MATERIALS AT THE PLACE OF GROWTH. AFTER INSPECTION AND ACCEPTANCE, THE STREAM RESTORATION CONSULTANT MAY REQUIRE THE INSPECTED PLANTS BE LABELED AND RESERVED FOR PROJECT. SUBSTITUTION OF THESE PLANTS WITH OTHER INDIVIDUALS, EVEN OF THE SAME SPECIES AND SIZE, IS UNACCEPTABLE. MEASUREMENT OF PLANTS I . PLANTS SHALL CONFORM TO SIZES SPECIFIED UNLESS SUBSTITUTIONS ARE MADE AS OUTLINED IN THIS CONTRACT. 2. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO MAIN BODY OF PLANT AND NOT BRANCH OR ROOT TIP TO TIP. PLANT DIMENSIONS SHALL BE MEASURED WHEN THEIR BRANCHES OR ROOTS ARE IN THEIR NORMAL POSITION. 3. WHERE A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND AT LEAST 50% OF THE PLANTS SHALL BE AS LARGE AS THE MEDIAN OF THE SIZE RANGE. (EXAMPLE: IF THE SIZE RANGE IS 12" TO 18", AT LEAST 50% OF PLANTS MUST BE 15" TALL.) NOTES: I . PLANTING PIT SHALL NOT BE LESS THAN TWO TIMES WIDTH OF ROOTBALL 2. LOOSEN ROOT -BOUND PLANTS BEFORE PLANTING 3. SOAK PLANTING PIT BEFORE AND AFTER PLANTING SOAK PLANTING PIT, SCARIFY EDGES OF PIT, AND REMOVE DEBRIS I III III�� 111-1Th� I I-III-� I IIIIIIhiIIIIIIII I COMPACT SOIL TO PREVENT SETTLING 2 X ROOTBALL WIDTH STREET TREE DETAIL NTS SUBMITTALS PROPOSED PLANT SOURCES I . WITHIN 45 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT A COMPLETE LIST OF PLANT MATERIALS PROPOSED TO BE PROVIDED DEMONSTRATING CONFORMANCE WITH THE REQUIREMENTS SPECIFIED. INCLUDE THE NAMES AND ADDRESSES OF ALL GROWERS AND NURSERIES. PRODUCT CERTIFICATES I . PLANT MATERIALS LIST - SUBMIT DOCUMENTATION TO CONSULTANT AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION THAT PLANT MATERIALS HAVE BEEN ORDERED. ARRANGE PROCEDURE FOR INSPECTION OF PLANT MATERIAL WITH CONSULTANT AT TIME OF SUBMISSION. 2. HAVE COPIES OF VENDOR'S OR GROWERS' INVOICES OR PACKING SLIPS FOR ALL PLANTS ON SITE DURING INSTALLATION. INVOICE OR PACKING SLIP SHOULD LIST SPECIES BY SCIENTIFIC NAME, QUANTITY, AND DATE DELIVERED (AND GENETIC ORIGIN IF THAT INFORMATION WAS PREVIOUSLY REQUESTED). DELIVERY, HANDLING, & STORAGE NOTIFICATION CONTRACTOR MUST NOTIFY CONSULTANT 48 HOURS OR MORE IN ADVANCE OF DELIVERIES SO THAT CONSULTANT MAY ARRANGE FOR INSPECTION. PLANT MATERIALS I . TRANSPORTATION - DURING SHIPPING, PLANTS SHALL BE PACKED TO PROVIDE PROTECTION AGAINST CLIMATE EXTREMES, BREAKAGE AND DRYING. PROPER VENTILATION AND PREVENTION OF DAMAGE TO BARK, BRANCHES, AND ROOT SYSTEMS MUST BE ENSURED. 2. SCHEDULING AND STORAGE - PLANTS SHALL BE DELIVERED AS CLOSE TO PLANTING AS POSSIBLE. PLANTS IN STORAGE MUST BE PROTECTED AGAINST ANY CONDITION THAT IS DETRIMENTAL TO THEIR CONTINUED HEALTH AND VIGOR. 3. HANDLING - PLANT MATERIALS SHALL NOT BE HANDLED BYTHE TRUNK, LIMBS, OR FOLIAGE BUT ONLY BY THE CONTAINER, BALL, BOX, OR OTHER PROTECTIVE STRUCTURE, EXCEPT BAREROOT PLANTS SHALL BE KEPT IN BUNDLES UNTIL PLANTING AND THEN HANDLED CAREFULLY BYTHE TRUNK OR STEM. 4. LABELS - PLANTS SHALL HAVE DURABLE, LEGIBLE LABELS STATING CORRECT SCIENTIFIC NAME AND SIZE. TEN PERCENT OF CONTAINER GROWN PLANTS IN INDIVIDUAL POTS SHALL BE LABELED. PLANTS SUPPLIED IN FLATS, RACKS, BOXES, BAGS, OR BUNDLES SHALL HAVE ONE LABEL PER GROUP. WARRANTY PLANT WARRANTY PLANTS MUST BE GUARANTEED TO BE TRUE TO SCIENTIFIC NAME AND SPECIFIED SIZE, AND TO BE HEALTHY AND CAPABLE OF VIGOROUS GROWTH. REPLACEMENT I . PLANTS NOT FOUND MEETING ALL OF THE REQUIRED CONDITIONS MUST BE REMOVED FROM SITE AND REPLACED IMMEDIATELY AT THE CONSULTANT'S DISCRETION. 2. PLANTS NOT SURVIVING AFTER ONE YEAR TO BE REPLACED. PLANT MATERIAL GENERAL I . PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO OR MORE SEVERE THAN THOSE OF THE PROJECT SITE. 2. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY OR SUBSPECIES. NO CULTIVARS OR NAMED VARIETIES SHALL BE USED UNLESS SPECIFIED AS SUCH. QUANTITIES SEE PLANT LIST ON ACCOMPANYING PLANS AND PLANT SCHEDULES. ROOT TREATMENT I . CONTAINER GROWN PLANTS (INCLUDES PLUGS): PLANT ROOT BALLS MUST HOLD TOGETHER WHEN THE PLANT IS REMOVED FROM THE POT, EXCEPT THAT A SMALL AMOUNT OF LOOSE SOIL MAY BE ON THE TOP OF THE ROOTBALL. 2. PLANTS MUST NOT BE ROOT -BOUND; THERE MUST BE NO CIRCLING ROOTS PRESENT IN ANY PLANT INSPECTED. 3. ROOTBALLS THAT HAVE CRACKED OR BROKEN WHEN REMOVED FROM THE CONTAINER SHALL BE REJECTED. IF STAKING IS NEEDED, PROVIDE A 2.5-3" ROUND TREE STAKE MADE OF UNTREATED LUMBER ANGLE AGAINST PREVAILING WINDS AND DEEP ENOUGH TO BE STABLE. ATTACH TREE STAKES TO TRUNK WITH PLASTIC "CHAIN -LOCK" OR EQUAL HIGH DENSITY POLYETHYLINE TREE TIE MATERIAL. PROVIDE I" OF SLACK TO ACCOMODATE TREE GROWTH. SET TRUNK PLUMB CONTAINER STOCK PREFERRED. IF B&B, REMOVE ALL BURLAP, WIRE, BASKETS, TIES, ETC. PROVIDE A FOUR -INCH DEPTH MULCH, BUT DO NOT PILE MULCH AROUND THE BASE OF THE TRUNK/STEM. FOUR -INCH TALL WATER DAM FINISHED GRADE BACKFILL PLANTING PIT WITH NATIVE SOIL OR PROVIDE A SIX-INCH TOP -DRESSING OF IMPORTED TOPSOIL OR COMPOST AMENDED SOIL IF SOIL QUALITY IS POOR. PLANTING SPECIFICATIONS DETAILS NOTES: 1. PLANTING PIT SHALL NOT BE LESS THAN (2) TIMES THE WIDTH OF THE ROOT BALL DIA. 2. LOOSEN SIDES AND BOTTOMS OF PLANTING PIT 3. SOAK PLANTING PIT AFTER PLANTING Y'rr NOTES: I . PLANTING PIT SHALL NOT BE LESS THAN (2) TIMES THE WIDTH OF THE ROOT BALL DIA. 2. LOOSEN SIDES AND BOTTOM OF PLANT PIT 3. REMOVE FROM POT & ROUGH -UP ROOT BALL BEFORE INSTALLING. IF PLANT IS EXCEPTIONALLY ROOT -BOUND OR CONTAINS CIRCLING ROOTS, DO NOT PLANT AND RETURN TO NURSERY FOR AN ACCEPTABLE ALTERNATIVE. IF B&B STOCK, REMOVE ALL TWINE/WIRE, & REMOVE BURLAP FROM TOP I/3RD OF ROOTBALL PRIOR TO PLANTING 4. SOAK PLANTING PIT AFTER PLANTING 4" COARSE WOOD CHIP MULCH IN ALL PLANTING BEDS. HOLD BACK MULCH FROM TRUNKISTEMS 3" MIN HT. WATER BASIN FINISH GRADE SLOW RELEASE PHOSPHORUS FREE GRANULAR FERTILIZER. (OUTSIDE OF OHWM ONLY) APPLIED ONE YEARAFTER INITIAL PLANTING REMOVE DEBRIS AND LARGE ROCKS AND BACKFILL WITH NATIVE SOIL. FIRM UP SOILAROUND PLANT 2X MIN DIA. ROOTBALL TREE AND SHRUB DETAIL (FOR NON -STREET TREES NTS I -III -III - - =1 i1-111111111ililll llill�� SLOPE PLANTING DETAIL NTS REMOVE FROM POT & ROUGH -UP ROOT BALL BEFORE INSTALLING. IF PLANT IS EXCEPTIONALLY ROOT -BOUND OR CONTAINS CIRCLING ROOTS, DO NOT PLANT AND RETURN TO NURSERY FOR AN ACCEPTABLE ALTERNATIVE MIN 4" DEPTH COARSE WOOD CHIP MULCH IN ALL PLANTING BEDS. HOLD BACK MULCH FROM STEMS 3" MIN HT. WATER BASIN FINISH GRADE SLOW RELEASE, PHOSPHORUS FREE GRANULAR FERTILIZER (OUTSIDE OF OHWM ONLY, TO BE APPLIED ONE YEAR AFTER INITIAL PLANTING REMOVE DEBRIS AND LARGE ROCKS AND BACKFILL WITH NATIVE SOIL. FIRM UP PLANT LEGEND SOIL AROUND PLANT PERENNIALS, FERN, & GROUNDCOVER DETAIL NTS NOTES: I . PLANTING PIT SHALL NOT BE LESS THAN (2) TIMES THE WIDTH OF THE ROOT BALL DIA. 2. LOOSEN SIDES AND BOTTOM OF PLANT PIT 3. REMOVE FROM POT & ROUGH -UP ROOT BALL BEFORE INSTALLING. IF PLANT IS EXCEPTIONALLY ROOT -BOUND OR CONTAINS CIRCLING ROOTS, DO NOT PLANT AND RETURN TO NURSERY FOR AN ACCEPTABLE ALTERNATIVE. IF B&B STOCK, REMOVE ALL TWINE/WIRE, & REMOVE BURLAP FROM TOP I/3RD OF ROOTBALL PRIOR TO PLANTING (NOTE: CONTAINER STOCK PREFERRED) 4. SOAK PLANTING PIT AFTER PLANTING 4" COARSE WOOD CHIP MULCH IN ALL PLANTING BEDS. HOLD BACK MULCH FROM TRUNK/STEMS FINISH GRADE -I � I1 I I1 I I-IIII 111 i; 1 I 1=1 11 1 I 1 1 r SLOW RELEASE GRANULAR FERTILIZER. APPLIED ONE YEARAFTER INITIAL PLANTING REMOVE DEBRIS AND LARGE ROCKS AND BACKFILL WITH NATIVE SOIL. FIRM UP SOIL AROUND PLANT STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT MARKS. GARFF CERTIFICATE NO.888 © Copyright- The Watershed Company THE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 f 425.827.8136 www.w.atershedco.com Science & Design Q Z O V) Z Uj Z� Q 7� r-� Z W O Z LU O (n Z W m Ln L0 ml� V) Z O V, w 0� F- ob w cn Q Q o> �2 m ZN m w chin p U a- 1 GENERAL NOTES: Crr1' O REw 141NQ FEB 12 � SHEET SIZE: ORIGINAL PLAN IS 24" x 36" . SCALE ACCORDINGLY. o PROJECT MANAGER: MG W z o o DESIGNED: CL LL 3 DRAFTED: CL CHECKED: MG J g JOB NUMBER: g 080109 m °z w SHEET NUMBER: a ° L3OF 3o r I I I I I iN \ \t• r J _ EIP NEW DRIVEWAY" TO I �_�-.•_: ,' +✓ LOWER PARK�NC, ., / 19 �L LOCATE--XIST _- - o 6HT POLE' ro ;' h8 4 0 sue- \ I SET- \/ 4 J r / -4 E�,. RING "L OW PA K •../ .f •1 , . EV 36 O' J �\ \ 1 Y l \ / w ,.s v AI F \ 1 51. M N R` 6 i Y UPPER FARKINC7 L 1 oil .... � 'BENCH - _ i i r' EXIST. LIGHT POLE -mac d` \ .5 . i f r. \ MO NUMENT V. _ 1 1�., .• ' NEW SPLIT RAIL 2� -.l 3 FENCE OR AS }� 3 READ. - TYP. PROPOSED \ BOUNDARY LINE BGU \ ADJUSTMENT Ti NEW J LEGEND: � h � STREAM (CRITICAL AREA) ' 25' STREAM BUFFER ;/% x/M ! 55' SETBACK PARKING LAND50APE f / EXISTING BUILDING FEE= PROPOSED BUILDING - �------- 0 SPLIT RAIL FENCING RETAINING WALL OLI PARKING LOT LIGHT, 12. FT. ®L2 PARKING LOT LIGHT, 1(o FT, OL3 BOLLARD LIGHT 'ARKING LOT LAN050APE REQUIREMENT CALCULATION >EE A004 LAND50APE ANALY515 PLAN) 51TE PLAN v F NEW DRIVEWAY TO UPPER PARKING EXISTING FIRE HYDRANT - --... -- - W—w rl \ Y � • MQNUMUNT, Rti 3 IM SS-so- sD-SD- 51GNAEPR c388-A• 3b0 SS S(GNAsss S— - - - -- G—r- \ ffi SD —SD---- _ J 1 B r i l / V; J BUFFER , I `r. O11 o 12 B 1DG !J L G G I� N 1 f 1 1 ST. Uj i I r' r/ ire , i 1 PARKING LOT A J N88 02 5 E / - o � 7 \ I 6 r. _01, " _07 U. O / C• 6 5 � t2+20 JOINT --�.-ow spArms yy /^ 267 \ 0. \ I , G" k` Y t t' r .<rl XI \ • 1fR A ` — - 1 is S Y '.: ? v, - ♦ x , { y� ce .\ .! \ r� r• l �" l r �s r^ 6� ` r I v% _- r=' , 1 :Y ! �IDi-• I / n 'I, 1 1 r/ T z z z� l x r 7 0 N - U OP'Ic, r / b 1 r" • / TifEA -;.- , r i TRA5H NGL : L2 SEE' SHE OQ'f i 1 _. -.. fQ PARKING GY �' � t(-,,.t ir....JS\ `6'i /�!' I:_//r`, ,%%7 ,. rj .1• / sCat./ • LOT 'B' ;o SPAGES,;!`0 2 ✓,/' - / ' . J' : \\ G ` r / 1F, ,' 0 '", r ifs//i/� j , ;'O a. �. ,k :-, ., \ 1,. .> •;38 \ _ . /, : ____ ._, , ,... >��;>, oFFI6,E G _/ — - �. _. ter,/ = LOT B ONUMENT s PARKING LO — / \a\ T ' S i2i�/ O `\\ \ , / s (22) SPACES B 516NA6E PER ' SIGNAGE GOD BUILDINGr\/t /. \ o'/ 0 ♦ s o / '� EX 1ST. LIGHT POLE RETAIJAIN EL'R. J�2 \ \` \,\\\ , ♦ S . 1 ELEV t 888\Fi / /0 Al e 0 11 IV, y- �o NEW SPLIT RAIL FENCE OR AS READ. -TYP. EN DRIVEWAY AND CURB GUT MONUMENTAL SIGN PER 516NA6E CODE MONUMENTAL MzJ\ w 51GNA6E PER 516NA6E GORE00/ 0 10 20 40 80 160 \ NORTH PARCEL 51TE AREA = 86,268 5F = I.qB ACRE5 EXI5TIN6 I J LOT LINES 50UTH PARCEL �- SITE AREA = 15,560 5F FROF05EP ! = I,8 ACRE! BOUNDARY LINE / ADJUSTMENT PROPERTY LINE KEY PLAN N.T.S. ZONING : COMMERCIAL ARTERIAL (GA) URBF{N DESIGN - D15TRICT 'D' LQT COVERAGE: - 65% MAX. COVERAGE (75% IF COVERED PARKIN(5) DENSITY: RE51)7ENTIAL = 60 D.U. PER ACRE (MAX) SETBACKS: MIN. '=RONT YARD: 10, MAX. FRONT YARD: NONE MIN. 310E YARD: 10' MIN. 'REAR YARD: 15, MAX. ALLOWABLE BUILDING HT.: 50' PROPOSED BUILDING HT.: 50' SITE AREA STREAM 25' SUFFER NET USABLE CRITICAL AREA * NORTH PARCEL: 86,26e? SF 2,521 5F b,850 5F 83,1140 5F (I.qB ACRES) SOUTH PARCEL: 76,500 5F 2,648 5F 18,860 5F 15,112 5F 0.8 f 6RES) *'NET USABLE AREA = TOTAL 51TE AREA - CRITICAL AREA TOTAL SITE AREA - NORTH PARCEL + 50 THPARCEL = o l,828 5F LOT COYERAG A GU •ATION5: L EG L L ALLOWABLE LOT COVERAGE= 6596 MAX. COVERAGE NORTH PARCEL : SITE AREA = 86,268 5F BUILDING A FOOTPRINT = 21,644 5F PROPOSED LOT 0OVERA6E = (BUILDING FOOTPRINT/ 51TE AREA)*100 = (21,644/ 86,268)*100 = 25.0 96 OF LOT COVERED BY STRUCTURES SOUTH PARCEL: SITE AREA = '18 560 SF BJILDING B FOOTPRINT 1,112 SF FROP05ED LOT COVERAGE = (BUILDING FOOTPRINT/ 51TE AREA*100 = (7,1112/ 78,560)*100 = 10,2 9b OF LOT COVERED BY STRUCTURES TOTAL 51TE AREA = 86,268+78,560 = 1,64,828 TOTAL FROP05ED LOT COVERAGE = (21,644+7gg2)/ 1,64,628 * 100 - Ille8 90 OF LOT COVERED BY STRUCTURES SQUARE FOOTAGE CALCULATION5: i NORTH PARCEL A GEL BUILDING A; AREA 5F R DU P OVIDED 5 TRUGT. GR055 NET PARKING LOWER LEVEL PAR N = KI G O 8r68 7, 820 - I6 UPPER EVE R P R LEVEL PA KING I = �. RESIDENCES 2 2 q64 22 >2 85 8 42 MAIN EVEL RE51. �RETAIL- 20r742 2O 55 22 - SECOND FLOOR = 20,742 20,255 25 - THIRD FLOOR T IRD FLOOR = 20 742 20 55 25 FOURTH FLOOR 14,465 14 OqO TOTAL BLDG. AREA 107723 _17 104,160 q7 5- 8 _ (INGL. PARKING SPACE) SOUTH PARCEL BUILDING B:. AREA (6RO55) AREA (NET) 5TRUGT. PARKING LOWER LEVEL PARKING = 6,888 7,860 23 MAIN / RETAIL LEVEL = 8,888 71860 - OFFICE LEVEL = OFFICE LEVEL = 6,888 8,888 1,860 I,860 - TOTAL OFFICE = 11-176 15,720 - TOTAL-3LD&.-AREA _.- -35�52 5F - 25,550 5F ,1J40L. PARKING SPACE) (NOT INCL. PARKING) FARKING ANALY515: PER RMG REQUIREMENTS RE51PENTIAL: MIN. 1.0 5FACE PER UNIT MAX. 1.75 !SPAGE5 PER UNIT RETAIL: MIN. 0.4/100 5F NET FLOOR AREA p G MAX. 0.5/120 5F NET FLOOR AREA O OFFICE: MIN. 3/1009 SF NET FLOOR AREA STD. COMPACT MAX. 45/1000 SF NET FLOOR AREA TYPICAL ON -GRADE ALLOWABLE COMPACT SPACES: PARKING DIMENSIONS - 30 % ALLOWED FOR SUF.FACE PARKING r 50 1% ALLOWED FOR STRUCTURED PARKING 814011 TOTAL ON-51TE PARING GALGULATION5: �o NORTH PARCEL: 13LD6. 'A': REQUIRED PARKING RESIDENTIAL 1.25 11 ql= 122 5TO. COMPACT RETAIL 0.004 * 6qO= 3 70TA = 125 !fAGE5 REOD, TYPICAL STRUCTURED STRUCTURED PARKING PROVIDED = 5q PARKING DIMEN51ON5 QN-GRADE PARKING PROVIDED = (63 TOTAL = 122 SPACES PROVIDED TOTAL ACCESSIBLE PARKING PROVIDED = 5 SPACES (PER. RMG 4-4-050) COMPACT STALLS FOR NORTH PARCEL: 5TRUCTUR P ON -GRADE K ALLOWED PROPOSED ALLOWED IF L56 'A' 21 16 Ig 21 ,JL)INI-UDC 1"HKNING F'KUVIUEU REQUIRED PARKING RETAIL= 0.004 * 1,860 = 31 OFFICE= 0,003 * 15,720 = 41 TOT TAL= 78 eFAGE5 REOD. STRUCTURED PARKING PROVIDED = 23 QN-GRADE PARKING PROV PED = 36 TOTAL = 511 SPACES PROVIDED HARED WITH JOINT-U5E = 11 EXTRA PARKING AVAILABLE = 35-(Iq RETAIL/OFFICE +3 RESIDENTIAL) = 13 5PAGE5 EXTRA TOTAL ACCESSIBLE PARKING PROVIDED = 3 5PAGE5 (PER RMG 4-4-080) GOMPAGT STALLS FOR SOUTH PARCEL: 5TRUCTURI:0 ON -GRADE ALLOWED I ROP05ED ALLOWED PROP05ED BLDG 13' II - 0 - II 10 10 q t JOINT-U5E #3368 REGISTERED ARCHITECT STATE OF W SHINGTON RICHARD WAGNER COPYRIGHT © 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT SE REUSED, IN WHOLE OR IN PART, WITHOWTHE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. L z C) 0 — _z se :r V) 0 0 < ® z LU CL 0 PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: PLOT DATE: DATE: T 425 08-0443 JL SK Feb 10, 2009 - 1 1:23am 10801 Main Street Bellevue, WA 98004 4540566 F 425 453 8013 www, baylisarchitects.col DVELC7PMENT PLANNWO CITY OF RENTBtt FEB 1 2 IZZ11139 REM SITE PLAN 1�s�LlMIIU,QRY N�JI I�Y �"ONSiRIICTION 1.. MONUMENT NEA SPLIT RAIL FENCE OR AS READ. - TYP. — PROP05ED BOUNDARY LINE ADJUSTMENT LEGEND: STREAM (CRITICAL AREA) 25' 5TREAM BUFFER 55' SETBACK PARKING LANDSGAPE EXI5TING BUILDING t . FROF05ED BUILDING -------, SPLIT RAIL FENCING :"'c A in +0 6 / NEW DRIYEIN~ j ND CURCUT L \ NUMI=NT , 516NAGE PER 516NA6E CODE EXIST. LIGHT POLE — — — _ — RETAINING WALL �LI PARKIN& LOT LIGHT, 12 FT. OL2 PARKING, LOT LIGHT, 16 FT. OL5 BOLLARD LIGHT PARKING LOT LANDSCAPE REQUIREMENT CALCULATIONS: (SEE A004 LANDSCAPE ANALYSIS PLAN) 51TE PLAN I"=40,-0° r 2�� 0 PARKING ti LOT B, PARKING BELO v r/ . tz s�Ac3l. t2?J 5PAGE5 ' r 11 ELEV * !"6'-0'Z\ ��.F BUILDING 'B b� Z _f °°� • ; � �` - ,� +off RETAIL MAIN FLR. ELEv : 5ae'-61 I MONUMENTAL. 51 GNAGE PER -� 51 &NA&E CODE' Y ti , 80 160 NaRTH+ FAR.CEL ` SITE AREA = bb 268 SF r 1.15 ACRES �♦ - - — f f i EXI5TIN& f LOT LINES 50UTH PARCEL ` 51TE AREA = 78,560 5F f PROP05ED + - 1.5 AGREE BOUNDARY LINE I y ADJUSTMENT == PROPERTY LINE'4"OA �ks' KEY PLAN N,T.5. FUA V 7 UA SITE DATA: ZONING . COMMERCIAL ARTERIAL (GA) URBAN DESIGN - DISTRICT 'D' LOT COVERAGE: 65% MAX, COVERAGE (75% IF COVERED PARKING) DENSITY: RESIDENTIAL = bO D.U. PER ACRE (MAX.) SETBACKS: MIN.. FRONT YARD: 10, MAX. FRONT YARD: NONE MIN, 51DE YARD: 10' MIN. REAR YARD: 15' MAX. ALLOWABLE BUILDING HT.: 50' PROPOSED BUILDING HT.: 501 SITE AREA STREAM 25' BUFFER NET USABLE CRITICAL AREA * NORTH PARCEL: 86,2b5 SF 2,327 5F 8,850 5F P3,1140 5F (IMP ACRES) SOUTH PARCEL: 75,560 SF 2,648 5F I8,8b0 5F -15,4412 5F (1.8 ACRE5) NET USABLE AREA = TOTAL 51TE AREA - CRITICAL AREA LOT COVERAGE CALCULATIONS: ALLOWABLE LOT COVERAGE= 65% MAX. COVERAGE NORTH PARCEL: SITE AREA = 86,268 5F BUILDING A FOOTPRINT = 21,644 5F PROPOSED LOT COVERAGE = (BUILDING FOOTPRINT/ 51TE AREA)*100 = (21,b44/ 86,268)*100 = 25.0 % OF LOT COVERED BY STRUCTURES SOUTH PARCEL: 51TE AREA = 78,560 5F BUILDING B FOOTPRINT = 7,1192 5F PROPOSED LOT COVERAGE = (BUILDING FOOTPRINT/ 51TE AREA)*100 10.2 % OF LOT COVERED BY 5TRUCTURE5 SQUARE FOOTAGE CALCULATIONS: NORTH PARCEL BUILDING A: AREA 517 DU PROVIDED STRUCT. PARKING LOWER LEVEL PARKING = 8,068 - 16 UPPER LEVEL PARKING 8 RESIDENCES = 22,ctb4 8 42 MAIN LEVEL REST. 4RETAIL= 20,142 22 - SECOND FLOOR = 20,742 25 - THIRD FLOOR = 20,742 25 - FOURTH FLOOR = 14,465 17 - TOTAL BLDG. AREA - _ 107.123 qi 58 (INCL. PARKING SPACE) SOUTH PARCEL BUILDING B: AREA 517 5TRUCT. PARKING LOWER LEVEL PARKING = 8,688 23 MAIN / RETAIL LEVEL = 8.888 - OFFIGE LEVEL = 8,888 - OFFICE LEVEL = 8,055 - TOTAL OFFICE = 11776 TOTAL BLDG. AREA = 55.552 5F (INCL. PARKING SPACE) PARKING ANALYSIS. PER RMC REG?JIREMENT5 RESIDENTIAL: MIN. 1.0 SPACE PER UNIT MAX. 1.75 SPACES PER UNIT RETAIL: MIN. 0.4/100 5F NET FLOOR AREA MAX. 0.5/100 5F NET FLOOR AREA OFFICE: MIN. 3/1000 5F NET FLOOR AREA MAX. 4.5/1000 5F NET FLOOR AREA ALLOWABLE COMPACT SPACES: 30 % ALLOWED FOR SURFACE PARKING 50 % ALLOWED FOR STRUCTURED PARKIN& TOTAL ON-51TE PARKING CALCULATIONS: NORTH PARCEL: BLDG. 'A': REQUIRED PARKIN& RESIDENTIAL 1.25 * 117= 122 RETAIL 0.004 * bII 3 TOTAL= 125 SPACES REOD. STRUCTURED PARKING PROVIDED = 5a ON -GRADE PARKING PROVIDED = 63 TOTAL = 122 SPACES PROVIDED I TOTAL ACCESSIBLE PARKIN& PROVIDED = 5 SPACES (PER RMG 4-4-050) COMPACT STALLS FOR NORTH PARCEL: j STRUCTURED ON -GRAPY ALLOYED I PROPOSED _ ALLOWED PROP05ED BLDG 'A' 29 Ib 144 21 SOUTH PARCEL: JOINT -USE PARKING = 35 SPACES PROVIDED BLD&. 'B': REQUIRED PARKING RETAIL= 0.004 * 8088 = 3b OFFICE= 0.005 * 17,776 = 53 TOTAL= Sq SPACES REOD, STRUCTURED PARKING PROVIDED = 23 ON -GRADE PARKING PROVIDED = 36 TOTAL = 59 5PAGE5 PROVIDED SHARED W1TH .JOINT-U5E = 30 EXTRA PARKIN& AVAILABLE = 35-50 = 5 SPACES TOTAL ACCESSIBLE PARKIN& PROVIDED = 3 SPACES (PER RMC 4-4-080) COMPACT 5TALL5 FOR SOUTH PARCEL: STRUCTURED ON -GRADE ALLOYED PROPOSED ALLOWED PROPOSED BLD& IBI 11 - 0 - 11 10 10 q JOINT-U5E COPYRIGHT Q 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATE[ HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITT'EF CONSENT OF BAYLIS ARCHITECTS INCORPORATED. z 0 F- 0 z T (A i L:�J PROJECT NUMBER: 08-0443 PROJECT MANAGER: J L DRAWN BY- SK PLOT DATE: Jan 29, 2009 - 4:25pm DATE: w Z Z w Z E g a 10801 Main Street Bellevue, WA 98004 T 425 454 0566 IF 425 453 8013 www.baylisarchitects.cc OEWELOPME� P CJTY OF REM.O�fVIfV" FEB 12 2009 SITE PILWAVVED F tM CONCRETE SASE WITH REVEALS x #3368 PEGil" ARGN( EC i RICHARD WAGNER LU z p 0 z v T- o Q� m C,7 z 0 z F- z � W U x METAL ROOFING CEMENT BOARD SIDING VINYL WINDOW METAL RAILING METAL SIDING STUCCO CEMENT SIDING CONCRETE BASE WITH REVEALS f � A3t` r > 3 { --- s _ � c a >- f yy� .. ��`e., Uri �I' M Aat3Y •f agars y YW_, ,.. +i ,tq"'" N� �.-..- f +YI'!� - •-1 .. i -. ■. � =arvw tk .'�' .t�4 " �"�^`a ai" .: � �� a , ... iN 3,.r. � :{ % • s{a �" 'P i .-:.� � t� iE#ilF+ls s i` t �Yt r^"�. �.*,. ' gyp. �s a s t #I}�t " ��. ,w• �.1 �--�'r,. .�.�;ria.� s ,^ J1a �Mi .�:.' ' E(1k A �y Mi W oC � Q W Z Z Q J co W p� oC � CL T 4151 iftS40i-t" F 42S AU 3 Al 03 O"Ol #3368 ti REGiSTERE@ A fT HECT STATE C = A Nil' TAN RICHARD WAGNER W U Z 0 oC � _Z V _ V) a 0 (� z z 0 z cic W CL P"C PLCFr-DAM "Ov m zm - MUM , .M F W Z Z W Z E gCL 0 CL J Q W Z _ Z Q J CO W p i • f 4 iy Al 07 'Ri TREE INVENTORY LEGEND AND CALCULATIONS I TREES DESIGNATED TO REMAIN IN CRITICAL. S8 ALL EXISTING TREES 6" DBH OR GREATER HAVE i AREAS AND THEIR BUFFERS BEEN SHOWN ON THE PLAN. I TREES DESIGNATED TO REMAIN IN NET 12 TREE RETENTION CALCULATIONS: DEVELOPABLE AREA t � U' t, Ca SE 1 72ND STREET �. , . `J . TOTAL TREES WITHIN NET DEVELOPABLE AREA N TREES DESIGNATED TO REMAIN IN PUBLIC 10 AND TREES TO BE REMOVED FROM CRITICAL AREAS - �� RIGHTS -OF -WAY THROUGH VARIANCE REQUEST - 342 EXISTING % L _ - :. - _. ._ TREES TO BE REMOVED FROM NET 330 i DEVELOPABLE AREA (294 TOTAL) AND EXISTING .05 (5% REQUIRED RETENTION] X 337= 17 TREES RE ROOT REQUIRED ,. .-•-f-- -- , � ' / - - ZONE IMPACT UNAVOIDABLE _ l r ( CRITICAL AREAS (36 TOTAL) WHERE 30 AINED WITHIN NET DEVELOPABLE AREA NAV E TREE RE ) . 3 / T ROOT 12 TREES ' TREES TO BE REMOVED FROM PUBLIC , RIGHTS -OF -WAY DUE TO IMPACT O 00 ZONE TREE MITIGATION RE UIRED= 5 TREES REQUIRED L 1 ,.I AT 12 CALIPER INCHES MITIGATION PER TREE. T I TREES DESIGNATED TO BE REMOVED, BUT (35) THEREFORE 60 CALIPER INCHES ARE REQUIRED AT 2 EVERY ATTEMPT WILL BE MADE TO SAVE THEM 1 3 I °� r A ' IN PLACE. ADJUST GRADING IF POSSIBLE CALIPER INCHES PER TREE= 30 REPLACEMENT " "'" ' .' J TREES, / ( j} � PROJECT BIOLIG(ST OR ' '��°, VERIFY IN FIELD WITH PRO E : f LANDSCAPE ARCHITECT. � TREE MITIGATION PROVIDED A TOTAL OF 31 0_1REPLACEMENT TREES WILL OCCUR AS INTERIOR ESTIMATED DRIPLINE OF TREES TO BE RETAINED PARKING LOT LANDSCAPE TREES, SPECIES BETULA JAQUEMONTIL A REFER TO THE LANDSCAPE I \ " PLANTING PLAN FOR LOCATIONS. Y5' . a I• STANDARD r t 1 . ,.:. BUILDING A E _ � � STR AM W W P, BUFFERw . �♦ � "I i o . - - f r • \ ±. a }© . , 44 - > ,u L i � J f I t < STREAM A NOTE; ALL EXISTING TREES DESIGNATED TO REMAIN \ . PROPOSE GPA- SEESOp TO BE PROTECTED FROM CONSTRUCTION STREAM BUFFER NSF /T _ AVERAGING 8, DISTURBANCE ENHANCEMENT l0 `�"6 q a oCq /y��9CI✓ (OFF C�4 ` T __ _ PLANS n- IS - T SIP _ z - r' T J , 4-FT MN w z . --a a - r "h 1 JYJ l �Y BUDDING B _ - ° ,i„,, � .f „ ref W,✓ e " ', --- -- \ � > — ' I'(- " , -17 t,: _7 —77 T - = --I 5' TREE DRIPLINE TREE PROTECTION '- - - AREA , NOTES: I . A MINIMUM 4-FT. HIGH TEMPORARY TREE PROTECTION BARRIER MADE OF CHAIN LINK FENCE, POLYETHYLENE LAMINAR SAFETY FENCING, OR SIMILAR MATERIAL SHALL BE PLACED 5 FEET BEYOND THE DRIPLINE OF THE TREE OR TREE GROUPINGS TO BE SAVED, EXCEPT WHERE THE CONSULTING ARBORIST HAS MADE EXCEPTIONS THAT TREES CAN BE RETAINED DESPITE IMPACT AS INDICATED ON THE PLANS., FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S) AND 5-FOOT DRIPLINE PROTECTION ZONES (WHERE APPLICABLE). IF USING CHAIN LINK, INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING ANY POSTS OR STAKES INTO MAJOR ROOTS. 2, INSTALL TREE PROTECTION AREA SIGNS ON ALL SIDES OF FENCED TREE PROTECTION AREAS. 3- FOR ROOTS OVER I -IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. 4. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING, TREE PROTECTION FENCE NTS TREE INVENTORY PLAN SCALE I" = 30'-0"0 30, 60' Pal UIU � V! z N a o W cn Q� I uj n Q O Q Z Lu O W Lu cL i— O Z NOTES 1. REFER TO ARCHITECTURAL PLANS PREPARED BY BAYLIS ARCHITECTS FOR SITE PLAN AND BUILDING INFORMATION AND PARKING LOT LANDSCAPE AREA CALCULATIONS, 2. REFER TO CIVIL PLANS PREPARED BY CPH CONSULTANTS FOR GRADING AND UTILITY INFORMATION 3. REFER TO THE LANDSCAPE PLAN PREPARED BY THE WATERSHED COMPANY FOR LANDSCAPE AND TREE MITIGATION PLANTING INFORMATION 4. REFER TO THE STREAM BUFFER AVERAGING AND ENHANCEMENT PLAN PREPARED BY THE WATERSHED COMPANY FOR SENSITIVE AREA INFORMATION. 2- 0C Z N V) Q U 0. i- o CD °' o -io C-+ ! M I GENERAL NOTES: DEV TCfP O1NG CIY )lRN SHEET SIZE: ORIGINAL PLAN IS 24" x 36" . r_z SCALE ACCORDINGLY, �? m �J PROJECT MANAGER: MG z DESIGNED: CL L _ DRAFTED: CL ATE OF CHECKED: MG WASHINGTON JOB NUMBER: REGISTERED ,i LAND CAPE ARCHITECT m � 080109 Lu "< MARK S.GARFF SHEET NUMBER: CERTIFICATE NO. 888 TI OF I <co 0 Copyright- The Watershed Company 0 RING ROOK RIDGE COLORED MAP -LANDSCAPE PLAN THE WATERSHED COMPANY v IVV r VJGV Lr%l V VJt.r1r 11 V V kJCL Lr%1 L - /J AND STREAM BUFFER AVERAGING AND ENHACEMENT PLANS) PROPOSED BUILDINGS (SEE ARCHITECTURAL PLANS) — — PROPOSED NEW LOT LINES 1. REFER TO ARCHITECTURAL PLANS PREPARED BY BAYLIS ARCHITECTS FOR SITE PLAN AND BUILDING INFORMATION AND PARKING LOT LANDSCAPE AREA CALCULATIONS. 2. REFER TO CIVIL PLANS PREPARED BY CPH CONSULTANTS FOR GRADING AND UTILITY INFORMATION 3. REFER TO THE TREE INVENTORY PLAN PREPARED BY THE WATERSHED COMPANY FOR TREE RETENTION INFORMATION 4. REFER TO THE STREAM BUFFER AVERAGING AND ENHANCEMENT PLAN PREPARED BY THE WATERSHED COMPANY FOR SENSITIVE AREA INFORMATION. SCALE: 1 " = 30'-0" 0 30 60 120 STATE OF WASHINGTON REGISTERED LANDSCARTARCHITECT MARK S. GARFF CERTIFICATE NO.888 © Copyright- The Watershed Company 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 f 425.827.8136 www.watershedco.com Science & Design Z g CL o W LU o CL Q N� o � Z� = m �goQ O U z gra Wz CL N ;o mom °� � z � m o 0 Z�---, p m Wo Ln w Ln o °� J 0 ml U V) z O LU 03 Q Q o� F- a_ j 00 N LU 0 0- 1 GENERAL NOTES: DEYWMENT P STY OF RENiTONNM. � FEB 12 2009 RECEIVE® SHEET SIZE: ORIGINAL PLAN IS 24" x 36" . o SCALE ACCORDINGLY. U PROJECT MANAGER: MG W z o' g DESIGNED: CL LL DRAFTED: CL CHECKED: MG o JOB NUMBER: g 080109 m z w D SHEET NUMBER: a o I OF I Wo N NEIGHBORHOOD DETAIL MAP ` o 25 50 100 200 'I• COPYRIGHT @ 2008 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATE[ HEREIN, IS THE PROPERTY OF BiAYUS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRnTU CONSENT OF BAYLIS ARCHITECTS INCORPORATED. LU U z 0 z `3: V / 0 < o (/z V z F- Z W 0 PROJECT NUMBER: 08-0443 PROJECT MANAGER: JL DRAWN BY: PLOT DATE: )an 28, 2009 - I I :44am DATE- 0 F- w Z Z w Z 5' CL a 0 10801 Main Street Bellevue, WA 98004 T 425 454 0566 F 425 453 8013 www. baylisarchitects.cc q ♦ ■Nw*.mi, PRILIMINARr- NOTFOR CONSTRUCT/ON DEVELOPMENT PLANNI�� c'TY of FTE►VTON FF-8 12 2009 RECEIVED CITY OF RENTON APPROVALS DEPARTMENT OF ASSESSMENTS RECORDING No. VOL,/PAGE I rl I I /�L/� CITY OF RENTON DEPARTMENT OF COMMUNITY KING COUNTY DEPARTMENT OFA, SESSMENT LU A 09 024- LEXAMINED. & APPROVED THIS l DAY OF - 2011 AND ECONOMIC DEVELOPMENT. L N D 3 4 -- 0 3 9 Ll o d _1-----=--- APPROVED THISrLDAY OF cr2011. KINGOUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR "05-qCO 2a _ Rq�S CITY OF RENTON PLANNING DIRECTOR OF THE `: PORTION OF DEPARTMENT OF COMMUNITY AND ECONOMIC: OWNER'S DECLARATION DEVELOPMENT KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) SE 1 /4, SW 1 /4, S . 29, T. 23 N . , R . 5 E. , W. M . OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH - THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR NOTES LEGAL DEWRIPTION$ HANDS AND SE L THE INFORMATION DEPICTED ON THIS MAP REPRESENTS .THE RESULTS PARCEL A: If �`j OF. A SURVEY MADE ON APRIL. 24 -2008 AND CAN ONLY BE CONSIDERED. AS - k'�- :. � 8"�.w.rm«.w•,,, .... ,� � ,.u"'k „as�",e., e y,,�4r r , ..- I o, INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE. 5 ALEX C GINI w EAST W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE NORTHERLY LINE OF I. G. CARR ROAD SOUTHEAST MANAGING EM ER 1 y THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING_ THE 174TH SPRINGBR00 "RIDGE, LLC,{ w SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO.LEGALLY RESOLVE )' „ . '4'41 `:. ,may , - -ot RELATED PROPERTY LINE DISPUTES. -WHERE AMBIGUITIES .ARE NOTED, AXIS - - - - - - - - EXCEPT THE WESTERLY 405.FEET AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE t* RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL. TO DETERMINE HOW SOUTHWEST QUARTER; BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. ALSO EXCEPT THE FOLLOWING PORTION OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; x F11 T F W WIDTH'S ARE PER THE ASSESSOR'S MAP: STATE OF _/` ) 1L RIGHT 0 AY BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE I. G. CARR ROAD (SOUTHEAST 174TH STREET) WITH THE EAST LINE OF THE: SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT. BEING A DISTANT NORTH 0'54'30" EAST 361.37 SS INSTRUMENTATION FOR THIS SURVEY .WAS A LEICA 1103 TOTAL STATION: PROCEDURES FEET.FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; COUNTY OF 1�_l ) USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090: THENCE NORTH 79'41' WEST 453 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF I. G. CARR ROAD TO A POINT I CERTIFY THAT I OW OR HAVE SATISFACTORY EVIDENCE WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE ��NN THAT ALEX CUGINf"SIGNED THIS INSTRUMENT; ON OATH STATED SOUTHWEST QUARTER; THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT OF SPRINGBROOK G LC SCHEDULE. � NOTES THENCE- NORTH 0'54'30" EAST .PARALLEL WITH A DISTANT 450 FEET FROM THE SAID EAST LINE OF THE SOUTHEAST .QUARTER AS THE MANAGING MEMBERRID E, L C AND ACKNO LEDG-D IT TO BE THE FREE AND VOLUNTARY ACT OF THE SOUTHWEST QUARTER TO A POINT ON THE NORTH LINE THEREOF; OF SUCH i ) • FOR THE USES AND PURPOSES EASEMENTS AND LEGAL DESCRIPTIONS ARE BASED ON THE COMMITMENT FOR TITLE INSURANCE FIFTH THENCE EAST ALONG THE NORTH LINE OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE NORTHEAST MENTIONED IN THE INSTRUMENT. REPORT ISSUED BY FIRST AMERICAN. TITLE :INSURANCE COMPANY, FILE NO.: NCS=356568-.WA1 DATED CORNER THEREOF; OCTOBER 8, 2009 AT 7:30 A.M. DATED __ 20 I_. , THENCE SOUTH 0'54'30" WEST ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO 5. SUBJECT TO RESERVATIONS AND EXCEPTIONS' INCLUDING THE TERMS AND CONDITIONS THEREOF: THE POINT OF BEGINNING; J �ia4r'7 RESERVING MINERALS BY NORTHERN PACIFIC RAILWAY COMPANY, A CORPORATION OF THE STATE -- - - --- ---- - - - - - - - OF WISCONSIN, DATED DECEMBER 19, 1958 UNDER RECORDING NUMBER '4978462. ALSO EXCEPT THE NORTH 150 FEET THEREOF; PRINT NAME: ,r ,� 6. SUBJECT TO EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. FOR WATER MAIN - NOTARY PUBLIC W._AN 0 THr_STT�- E IN FAVOR OF KING COUNTY WATER DISTRICT NO. 58, A MUNICIPAL CORPORATION RECORDED ALSO EXCEPT ALL THAT PORTION THEREOF WHICH LIES SOUTHWESTERLY OF THE NORTHEASTERLY LINE OF STATE ROUTE 515 OF -__ �� - DECEMBER 7, 1967 UNDER RECORDING NO. 6275643. AS CONVEYED TO THE STATE OF 'WASHINGTON BY DEED RECORDED OCTOBER 15, 1974 UNDER RECORDING NO. 7410150288, - /--------------- 7. SUBJECT TO COVENANTS,' CONDITIONS, RESTRICTIONS AND/OR EASEMENTS: RECORDED APRIL 23, RECORDS OF KING COUNTY, WASHINGTON. ` MY COMMISSION EXPIRES / -� 1969 UNDER RECORDING NUMBER 6500066. AFFECTS PARCEL NO. C. �� B. SUBJECT COVENANTS, CONDITIONS. RESTRICTIONS AND/OR EASEMENTS: RECORDED OCTOBER 21, 1970 UNDER RECORDING NUMBER 6705976. AFFECTS PARCEL NO. B. PARCEL B: 9. SUBJECT TO RESERVATIONS AND EXCEPTIONS, INCLUDING THE .TERMS AND CONDITIONS THEREOF: RESERVING MINERALS BY BURLINGTON NORTHERN FOUNDATION, A CHARITABLE CORPORATION OF THAT PORTION. OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 THE STATE OF MINNESOTA, DATED AUGUST 28, 1972' UNDER RECORDING NUMBER 720828041.8. EAST, W.M., IN KING- COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: --- AFFECTS FARCE'.. NO. A. r- - -- -- -- --- -_ - 12. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED AGREEMENT, BEGINNING AT THE INTERSECTION OF THE SOUTHERLY LINE OF I.G. CARR ROAD (SOUTHEAST 174TH STREET) WITH THE EAST EXECUTED BY AND BETWEEN SOOS CREEK WATER AND SEWER DISTRICT, A WASHINGTON LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, SAID POINT BEING DISTANT NORTH 00'54'30" EAST 361.37 MUNICIPAL CORPORATION AND STEVE AND LAURA MITCHELL, RECORDED JANUARY 20, 1089 AS FEET FROM THE SOUTHEAST CORNER OF THE SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; INSTRUMENT NO, 8901200563 OF OFFICIAL RECORDS. AFFECTS PARCEL NO. C. 13. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESOLUTION THENCE NORTH 79'41'00" WEST 453.00 FEET, MORE OR LESS, ALONG THE SAID SOUTHERLY LINE OF I.G. CARR ROAD TO A NO. 2214-S" RECORDED OCTOBER 3, 2001 AS RECORDING NO. 20011003000193 OF OFFICIAL POINT WHICH IS DISTANT 450 FEET MEASURED AT RIGHT ANGLES TO THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF RECORDS. AFFECTS PARCEL NO. C. THE SOUTHWEST QUARTER; 14, SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED JANUARY 25, _2003 AS. RECORDING NO. THENCE NORTH 00*54'30" EAST, PARALLEL WITH AND DISTANT 450.00 FEET FROM THE EAST LINE OF SAID SOUTHEAST 20030125002078 OF OFFICIAL RECORDS. " QUARTER OF THE SOUTHWEST QUARTER TO A POINT. ON THE NORTH LINE THEREOF; 15. SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED JANUARY 25, 2003 AS RECORDING. NO. THENCE EAST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER TO THE NORTHEAST 20030125002079 OF OFFICIAL RECORDS: CORNER THEREOF; 21. SUBJECT TO TERMS AND PROVISIONS CONTAINED IN THE. DOCUMENT ENTITLED "NOTICE OF CLAIM TO SEVERED MINERAL INTEREST" RECORDED DECEMBER 9, 2008 AS 20081209000691 OF OFFICIAL THENCE SOUTH 00'54'30" WEST, ALONG THE SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, TO RECORDS. THE POINT OF BEGINNING; SUBJECT TO A DECLARATION OF PROTECTIVE COVENANTS AND EASEMENTS FOR SPRINGBROOK EXCEPT THE NORTH 150 FEET THEREOF; RIDGE PLANNED URBAN DEVELOPMENT PER INSTRUMENT UNDER RECORDING -N0. ALSO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING NORTHEASTERLY OF THE NORTHEASTERLY LINE OF I.G. CARR ROAD (SOUTHEAST 174TH STREET) AND LYING SOUTHEASTERLY OF THE SOUTHEASTERLY LINE OF THE JS LINE AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NO. 7312060244; - ALSO EXCEPT. THE EAST 50 FEET THEREOF LYING WITHIN SECONDARY STATE HIGHWAY NUMBER 5C (BENSON ROAD); REFERENCES ALSO EXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973. UNDER RECORDING NUMBER 7312060244; RECORD OF SURVEY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SR 515 CARR ROAD TO GRADY WAY BY PROJ. ENG. DATED JULY 24, 1985 AND RECORDED IN ALSO EXCEPT THAT PORTION LYING SOUTHWESTERLY OF THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF S.R. 515 AS VOLUME 45 OF SURVEYS, PAGE 251 A-D, UNDER RECORDING NO. 8507249002, CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED DECEMBER 6, 1973 UNDER RECORDING NUMBER 7312060244. RECORDS OF KING COUNTY, WASHINGTON: KING COUNTY ASSESSOR'S MAP FOR THE SW 1/4, SEC. 29,. TWP. 23N.,` RGE. 5E., W.M. PARCEL C: RECORD OF SURVEY RECORDED IN VOLUME 38 OF SURVEYS, PAGE 172, UNDER THE SOUTH 120.0 FEET OF THE NORTH 150.0 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION RECORDING NO. 8312279001, RECORDS -OF KING COUNTY, WASHINGTON.: 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF A LINE 405.0 FEET EAST AND PARALLEL WITH THE WEST LINE OF SAID SUBDIVISION AND WEST OF THE WEST MARGIN OF BENSON ROAD (SECONDARY RECORD OF SURVEY RECORDED IN VOLUME..56 OF SURVEYS, :PAGE 274, UNDER STATE HIGHWAY NO. 5C) AS CONVEYED TO KING .COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 5574274; RECORDING NO. 8707249052; RECORDS OF -.KING COUNTY, WASHINGTON.. EXCEPT THE EASTERLY 293.08 FEET, AS MEASURED ALONG THE NORTH BOUNDARY LINE OF SAID SUBDIVISION; CONFORMED COPY QUIT CLAM DEEDS RECORDED JUNE 9, 1989 UNDER RECORDING NO. 8906090810 ArJD 8906090811. ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 7312060244. 20111216900001 CITY OF RENTON BLAM 133.00 PAGE-001 OF 002 LAND SURVEYORS CERTIFICATE LOT LINE ADJUSTMENT 12/16/2011 09:26 T �r THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE=- ,�� * D� FOR C I GINI A A A 2011 A7 M SENTS A SURVEY MADE BY ;ME OR UNDER MY DIRECTION IN �� Axis IN BOOK .......OF........ T PAGE T THE REQUEST OF *� o * Q CONFORMANCE WITH STATE AND COUNTY- TUTES;- * * 0 Survey & Mapping .. ,...•.•...:...:..•........:. IN AUGUST, 2007 DWN. BY DATE JOB N0. SURVEYOR'S NAME -! 57 �9* 13005 NE 126th PL TJO/AWG 1 /26/10 07-125 T * KIRKLAND, WA 98034 ...............:. l TEL.425.823-5700 CHKD. BY CERTIFICA NO. 41957 L LAI� SHEET MANAGER ....... SUPT. OF RECORDS. FAX425.823-6700 ... AWG 1 OF 2 Survey & MappincU. 13005 NE 126th PL KIRKLAND, WA 98034 TEL. 42 5.82 3 - 5 700 FAX 425.823-6700 32 y LOT LINE ADJUSTMENT �. oLIN. FOR CUGINI CITY OF RENTON POINT #1866 "X" PC = 325+21.40 7-� FND LARGE IN 3" BRASS DISC IN ✓ DWN. BY DATE JOB NO. 4"X4" CONC. MON. IN CASE, DN. 0.4' \ (8/2007) TJO/AWG 1/26/10 07-125 BEG. STA. 324+77.78 CHKD. BY SCALE SHEET 32 AWG 1 60, 2 OF 2