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HomeMy WebLinkAboutLarge FormatREVISIONS: r A PORTION OF THE SE 1/47 SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., RGE. 5 F., W.M. PRELIMINARY PLAT OF McCORMICK PLAT KING COUNTY, WA (PROJECT NO. 07093) (PARCEL N02323059029) ✓oN� Rp y� 23 JONES RO "Q 5E 24 MAPLE BURUNGTON PROJECT SITE VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION SHEET INDEX P 1 - COVER SHEET P 2 - PRELIMINARY PLAT MAP P 3 - CONCEPTUAL GRADING AND UTILITIES PLAN P 4 - CONCEPTUAL ROAD PROFILE P 5 - CONCEPTUAL POND SECTION P 6 - CONCEPTUAL POND AND SITE SECTION P 7 - SLOPE ANALYSIS P 8 - EXISTING CONDITIONS P 9 - EXISTING CONDITIONS L 1 - RECREATION PLAN (CONCEPTUAL) PARCEL A: THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, A DISTANCE OF 201 FEET; THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE OF COUNTY ROAD; THENCE NORTHWESTERLY ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID 'COUNTY ROAD TO THE WEST LINE OF SAID SECTION 24; THENCE SOUTH ALONG THE WEST LINE THEREOF TO THE POINT OF BEGINNING. PARCEL C: -= COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTO.N, WHICH POINT IS NORTH 0' 12'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AND SOUTH 0'12'43" WEST 90.13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT OF WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY; AND BEING THE TRUE POINT OF BEGINNING: THENCE SOUTH 0'12'43" WEST 420.63 FEET; THENCE NORTH 81'35 17» WEST 295.04 FEET; THENCE NORTH 0 12 43 EAST 400 FEET, MORE OR LESS, TO A LINE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTH - OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY; THENCE EASTERLY - ALONG SAID CONCENTRIC LINE 295 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; T EXCEPT ANY PORTION THEREOF WHICH LIES NORTHERLY OF THE SOUTHERLY MARGIN OF SOUTHEAST RENTON-MAPLE VALLEY HIGHWAY (P.S.H. NO. 2) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 1545508. PARCEL D: A PORTION OF A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A SAID POINT NORT H 0 12 43» EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0*12,43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT OF WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43" WEST 420.63 FEET; THENCE NORTH 81'35'17" WEST 295.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'12'43" EAST 265.00 FEET; THENCE NORTH 81'35'17" WEST 20.00 FEET; THENCE SOUTH 0'12 43 WEST 265 FEET; THENCE SOUTH 81*35'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0'12'43" EAST, 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0*12'43" WEST, 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT- OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0' 12'43" WEST, 420.63 FEET; THENCE NORTH 81'35'17" WEST, 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81'35'17" WEST, 353.00 FEET; THENCE NORTH 0'12'43" EAST, 384.52 FEET; THENCE EASTERLY ON A 0'28' CURVE TO THE LEFT THROUGH AN ANGLE OF 2'32'28", AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0'12'43" EAST, 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 912'43" WEST, 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA & PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43" WEST, 420.63 FEET; THENCE NORTH 81'35'17" WEST, 295.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'12'43" EAST, 265.00 FEET; THENCE NORTH 81'35'17" WEST, 20.00 FEET; THENCE SOUTH 0'12'43" WEST, 265.00 FEET; THENCE SOUTH 81'35'17" EAST, 20.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT PORTION LYING WITHIN PRIMARY STATE HIGHWAY No. 5. PARCEL F: THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A OF THE PLAT OF VALLEY FAIRE II, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43, INCLUSIVE, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH LINE OF SAID TRACT A. RODNEY HANSEN., P.L.S P.L.S. NO. 21464 PHONE: (425) 253-8440 TRACT E TRACT J UTILITIES ACCESS + UTILITIES RENTON N _ A-1,698 SF ± A-2,578 SF ± - - - MAPLE VALLEY TRACT C TRACT G ROAD (SR 169 UTILITIES ACCESS + - PRCjp`� A-3720 SF ± EX. STREAM UTILITIES TRACT B ------_ --_ --- -- - __-_ --- - -��� A-2.191 SF + ,- i ACT \ - -___ , F-1 r, x DETENTION ---- 1 - - - �7F,_ Fv! 1 12 A=20950+ SF - -- r' - - 2 I� - _ , / ti f : / �7 / Q / TRACT E . ' 'UTILITIE S 1 -- � .0 13 TEMP. BENCH K 2 i i - _� TRACT D i 3 1. n : ;'A 3575+ SF x WETLAN / CEtFt*Ut E S?fi'ri �\ `\ i , : / i.. ' - _ - . � . v OPEN SPACE _ 33 \ ) --�. / - -_ i x WETLAND \ 1\ \ / �' \ .. \ i i \ // ` 14 BOUNDARY j. l t .t - i XI \ \ 3 2Z/, 'o _ ) f:... \ ; ROAD A ;1 - ' , - .��s - -- -- � -= ' � LOCAL ACCESS) - �^ - - 29 30 A 51558.07 SF \. R-6 Z - '�_ - \ _ '/�/28„ s EtLM/\ \ f 27 F-7 J -BOUNDARY \`26 25 24 23 22 21 I 20 19 / I I 17 I I .-. .. - _ - �> •,.. � \, 'man. �-'\ ' • �u`/�i _ l Li Li , - _ �- I -5 ZONE X" x -- T1�F1� B CT `IxACCE <, eu N X - x f , .-/ z ,mEs ,348 , / / , . i 720 SFfij - - - ,,/ - - - _ - - _ y, - _ _ - -- I f � IZ ! N ! ! 0 IN U , --, \-, ,.. / ,- - `- ro - _ _ . - - - - '�- -- -_ - - - � � - - rxr�.rrura� SITE ADDRESS. 16405 SE RENTON, WA \ _.,i. �- ` --_ - '' j 1 =(2 l- W!� 'l TAX PARCEL #: 232305902909 � R 1 ZONE - - SITE AREA: 11.59 ± ACRES EXISTING ZONING: R-12 and RA-5 A __ - \ - 4\� �:.: PROPOSED ZONING:R-12 and RA-5 V PROPOSED COMPREHENSIVE PLAN DESIGNATION: SF DETACHED BASIS OF BEARING 5 \i MINIMUM DWELLING UNITS REQUIRED: 33 /\\� NORTHERN BOLT IN BASE OF LUMINAIRE SCRIBED WITH A MAXIMUM DWELLNG UNITS ALLOWED: 88 "X" AND STAMPED "KC-T-30 1996", LOCATED S.E. OF PROPOSED DWELLING UNITS: 34 THE S.E. CORNER AT THE INTERSECTION OF MAPLE VALLEY PROPOSED NUMBER OF LOTS: 34 OWNER DEVELOPER HIGHWAY (SR169) AND 161 ST AVE S.E., LUMINAIRE IS - I tA) MINIMUM LOT SIZE: 2550 SF TYP. ROBERT McCORMICK LOCATED 1.0' SOUTHEAST OF THE BACK OF SIDEWALK. 161 MAP LEWAY ROAD ELEVATION = 121.48 FEET LOT WIDTH & DEPTH: 30 TYP. WIDTH, 85 TYP. DEPTH SELAH, WA 98942 REQUIRED ON -SITE RECREATION SPACE: 13,260 SF PHONE: 509-945-2219 o - BENCH MARK (390 SF/LOT x 34) KCC 21A.14.180(A)(3) VERTICAL DATUM: NAVD 88 PROVIDED ON SITE RECREATION SPACE: 13,788 SF CIVIL ENGINEER MEANS OF SEWAGE DISPOSAL: CEDAR RIVER WATER and SEWER DISTRICT KING COUNTY SURVEY CONTROL POINT No. 6276 PACIFIC ENGINEERING DESIGN, LLC NORTHERN BOLT IN BASE OF LUMINAIRE SCRIBED WITH A' SOURCE OF WATER: CEDAR RIVER WATER and SEWER DISTRICT 15445 53rd AVE S. 7" AND STAMPED "KC-T-30 1996 , LOCATED S.E. OF �� - '1 ; !' SCHOOL DISTRICT: RENTON # 403, KENT #415 (BORDER DISTRICTS) SEATTLE, WA 98188 THE S.E. CORNER AT THE INTERSECTION OF MAPLE VALLEY l'j1.{, - ;,; - ' HIGHWAY ( SR 169) AND 161 ST AVE S.E., LUMINAIRE IS I ` FIRE DISTRICT: KING COUNTY FIRE PROTECTION DISTRICT No. 25 PHONE: (206) 431-7970 , \, LOCATED 1.0 SOUTHEAST OF THE BACK OF SIDEWALK. () FAX: 206 388-1648 �, \\ \ - TELEPHONE SERVICE: QWEST �. <<' POWER SOURCE: PSE ELEVATION = 121.48 FEET \{ - I TBM X1"N' � � , ,v�i: - ! t � ,[-,REQUIRED MIN. STRUCTURE SETBACKS: SURVEYORSET K NAIL IN PAVEMENT ELEVATION = 142.59 FEET FRONT: 10 HANSEN SURVEYING,\ NovSIDE: 5' (10' 2 SIDE YARDS) 17420 16TH AVE S.E. TOM #2 REAR: 10 RENTON, WA, e 9aa. SET PK NAIL IN PAVEMENT PHONE: (425) 253-8440 ELEVATION = 153.62 FEET WETLAND AND / OR STREAM BUFFER: 15' FAX: (425) 253-0266 SEE EXISTING CONDITIONS FOR FULL EXTENTS OF PROPERTY 50 0 25 50 100 GRAPHIC SCALE PROJECT DATA tk _ 0 0 's" a� cd ' 00 Q ' M 3 o l N 00 00 try as 0) o TCd O >' 9r #} N a � C /Q fP.ra 0 L.L.IL LO 0 U z Y Q J U 4� 0 a,­li U u0_ ol rpROJECT NO.: 07C93 DRAWN BY: HCB / BCS ISSUE DATE: 02-19-2008 SHEET REV.: 10-28-2008 COVER SHEET P1 SHEET 1 OF 9 REVISIONS: r e- I , A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., RGE. 5 E, W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N, RGE. 5 E, W.M. �l 1','e�,- -11 ­ ­____._­__________ _____________._________ -------- ��--.-.-------------------,--------_____�� ------------------- _________ -------------- ------ TRACT C TRACT E __ .-,-------.----------,-�-------�---.-,--------.---,,----,��.------.---�. 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PATH,,;d. . `f/TO•P OF:16EAD STORA4GE =1'20' - NEW ASPHAL --------- - S OULDER NEW CHANNELIION 8" CONC INV=1 19.69 119.22 NEW CHANN LANE TOP p tiw 77- L CONC. ELIZATION CB RIM=122.50 INV=120.371 INV=120.10 I ' A. ffl III; is�ar't..: E �• r '� t :NT PER 7` , 251779 , 'd • t , saki Y r t � � S n �xx � Tt 2 '` d • •Wn�,AJ (!'fit, �� I It 5.'I ��,'an ,.� z�,�fl��.. �'�II.€:„r'`:y�,�?wx'.�.+x,� , � ..jw,,�.,v +a. :m 170 160 150 140 130 120 "z`6`+ i 42L .�� sg t4' tytf fib- a I ., tl� Ir :. PAVING (SR 169) PROPERTY BOUNDARY r'AVING Q ---- -�_ �� �' ASPHRENALT CURBING TO MgPLE VALLEY - (SR169) - -- -_ --_ YELLOTR_ IpING INV=120.86 W Sd:------- 'a ��--•-----__..__ � �-____-____ \� -----_ WHITE LANE DIVIDER STRIPING , at • ------ 22 -� R= 3310' p=03.1'07" __. ----- 2-- 12,E ___ _ - FQG LINE - " - - - - - - - - - ----------------- L ------ ------ -_ Nam" - _- -- ------ --- ------------- - - - 15' SEWER. EASE ENT PE 3� /------------- L2 FLOWLIN�' _ - --- / -� CHANNELIZATION - - - - - - - - _ - _ _ REC._No_ s2os a22 r779 - EXISTING ---------------------- --------------------- - - --\- - ---_- -__- I _------ DITCH --- - - - - -------- LANE--- -- -- / 1�� / --- ----- -- • • I �----------- _-- ,--�" NEW _ _ o . �✓ _' - - ASPHALT ti� --� :� `-- _ �l�fj FLOWLINE f __------/��' •� EXISTING SHOULDER _ _ _ _ _ - - / DITCH i -77 1 J x I d / r 147.51 I �} -�ar'I .�•O ' a x3 I SI r � ..� f 1 i _.., d. 1 'e P .95 •, i I2 � cf Lt a k t d J i• � `II ca ,u j !. a t t �� • P -- a x + 27 35 'w-1�?"� f'.• .�� � � - � � � r "u t �4t r � r f` � e �, r _ r u "" � i • f u r -� , � • x v y4� r d z ` em s �tu+l r• d 30 0 10 20 30 60 z •• tlsf? k� ((�� 'll �I 2 t 'x ••' ' •. /).., CC SCALES 1-w-30 ' i,l 4 - �.... � I ' • �ll � ,�'� x ! T r^ "arc^ t^ 3�.3x �' � � . �OAD A wr + (LOCAL ACCESS) + 9 �x �. y 5 jY� q fa d d' ♦ � t 56 I �`=�8�rd ( QC'� * <a�'�us ice` ; 1 r I f, �#e" t +. !� O 5.r • d ♦.. ••. • •' •� .� - ' I \ ^'J .diFl t xxtu.^ to Z Via: L/ . �„� u i ht � �'� w'a•. •, :�; ` xt;S x .1 r t d I { � , w',�5 .-..., '' , ...�, �": ':w � I'vv, x n+ ". 1 'v � � � � 1 : ;,. ., I, i� � w '` �� ,,: a Q- � � ,'fir �'sr. "'="Jt t ;;. I � h��t �+� � "ru.? � r�� � rt 5". � M, [� .� �' w ^?3 • . ^�} ; , x I;i. tir X Jf y� I a' .,u. I. ; '��. .,wusi�' `'!".? 4 r #w r r ,. i '; r• '� .+ Y,: •- �Y„ s { l""+'- � t r 4. sra, r:wi--"' , 1 er i ,f. c rF! ! 4 } S • u" n., .'�ki rxiwa�.,,'' ,A,,f,4�00t $url� ::5 �.�-i�i*'`r x, R IIi r:�� u :,I, °,�.£i "t + ••� �I�,I,yr + . k u 4 9 a4 per=#"•�sw "'. -'� is r - _ - __ _ { r'Fx�l ~i : e •I • `' r s*�' p+ +I ''X , hx=i gC x{*'`` L•.-128{./.,5 Y". Iw `.i t r ..5 • ?d. "nfic�, -n _ ,I. , x u �` d '• '� �II�� �rrha,� � � � � y � � M1 tSAI �-;;--�.1250 98t � I, `� � I ,111 � .' w' I •" , -0I �� ,tip. / �r,.m '.y � f.r •G�` u,a7 t qv • � # t �-.i i,�..'� ' •.� ' �� ;(fir hi , .w ' . w"�_s�: .Sr_ di ,..za, •. A. �:I I a } r i v /ASEMENT LOW PT ELEV: 124.64 HIGH PT ELEV: 146.23 HIGH PT ELEV: 151.40 HIGH PT ELEV: 152.33 PVI STA:1+21.88 PVI STA: +66.88 PVI S A:3+66.88 PVI STA:4+97,85 PVI ELEV:125.77 PVI ELEV:143.58 PVIELEV: 150.65 PVI ELEV: 15327 K: 8.08 K: 14.35 : 14.82 K: 15.62 LVC:75.00 LVC:7 .89 L C:75.00 LVC:125.00 00d 00O nO 000 n nO �N 44 00N oiO U-)M (T;00 Nrr) 4c0 O 600 Nit O'n �u� cow rn O N � w Li w w w w w w m ui LiJm wW mm w mmww mLLJ m I 2.0,V16' - - - I - •0090 1% EXISTING GRADE 00 i Lnqn N /; o >W cf) J_ I CL W / 3.00� i ' 0) o) lt 00 0) 0 ul O 00 N (0 �- rn N 0) cn M 1* N rn r',1 0 N p) M d- O cD � 00 00 d O O �- N L0 N 0) 00 N r- NOL n 00 (D O 0) N N M d co 00 O) d O to � 04 co c0 r7 Lc)d� r� .- N N - N rr) N .- N M rN - V_ .- � '- In 0+00 0+90 1 +80 2+70 3+60 PROPOSED ROAD °A' PROFILE V SCALE 1 "=10' H SCALE 1 "=30' 4+50 5+40 130 150 140 130 120 7 ��Y C� C..�r7=g•�o a No v yYL.J s c ry a �1 wy ..,. ` u �ggy !� t t } Y s +g j It fy OIU L I CLI 00 CL 00 co3 � 00 Co 00 Q O Co 4- VJ Cn O aj W O cr EL Loco Lo ROJECT NO.: 07093 DRAWN BY: HCB / BCS ISSUE DATE: 04-02-2008 SHEET REV.: 10-28-2008 CONCEPTUAL ROAD PROFILE SHEET 4 OF 9 REVISIONS: A PORTION OF THE SE 1/4 SEC. 23, TWP. 23 N. RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., RGE. 5 E., W.M. 130 TOP OF BERM=128 120 .............. 110 _ 1301 1251 1 7' DETENTION DEPTH 7' DETENTION DEPTH 100 YEAR WATER ` DETENTION WQ. EL=120 4' WATER QUALITY DEPTH N - J_ r 1' SEDIMENT STORAGE POND SECTION A -A SCALE: 1 "=10' STREAM POND BOTTOM=115 I ` E 0 �VC t I 00 q Arm Q 00 T co = 84,978 CF = 85,000 CF co cd = 19,601 CF o xa "`i� 'r � CV = 19,650 CF ( a' 0 Q L co�J Lo L^ ' / -TOP OF WALL=130 EXISTING GRADE \\��CONCRETE RETAINING WALL D 15' MAX HEIGHT NOTE: FLOOD PLAN ELEV PER \r\� FEMA = 118 FT (NGVD 1929) AT EAST END OF BERM ARMOR FACE AND BOTTOM OF BERM W/1' DEEP RIP -RAP 1' DIA. LOT LI N E 5't CATCH BASIN WITH BEEHIVE GRATE -AT EAST END OF BERM ARMOR FACE AND BOTTOM OF BERM W/1' DEEP RIP -RAP 1' DIA. AVERAGE ROCK SIZE (200' LF) SEE SHEET P3 FOR LIMITS PROPOSED STREAM DEBRIS BARRIER BERM COMPACTED FILL V / 2 \2`=\5'\H�GH �/ 1 \717- \7 — / 7 \x l EXISTING GROUND ti 1.8" TR M DER IS \ \\ \ \ D IN \ .�, s STREAM DEBRIS BYPASS STREAM DEBRIS BARRIER BERM. ..SEE BERM .DETAIL .............................................. .............. . THIS SHEET PROPOSED ROCKERY WALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..,1�1Z\%�:!\\\fir\'i`�j\f STREAM DEBRIS BYPASS .......................................................................................................................................................................................................................... STREAM DEBRIS BARRIER BERM PLANNING I Yt.I=✓ � � faiJdf PROJECT NO.: 07093 DRAWN BY: HCB / BCS ISSUE DATE: 04-02-2008 SHEET REV.: 10-28-2008 CONCEPTUAL POND AND SITE SECTION P 5 SHEET 5 OF 9 REVISIONS: A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/47 SEC. 247 TWP. 23 N., RGE. 5 E., W.M. RENTON /MAPLE VALLEY HIGHWAY RIHT OF WAY 1601 150 5' HIGH ROCKERY 7' 0.5' 42' 28' (MIN.) WIDE ROADWAY 7' 1 0.5' O w1ut 14 VVIUt uml Vt LHIVG `1 Ir.) I-t- VrIuL urm V1= LMIVG 1 Ir.) v rnuL SIDEWALK SIDEWALK S= 2.0% (MIN.) S= 2.0% (MIN.) _ ROAD A CROSS SECTION NTS PROPOSED RESIDENCE oononcon ooclncnirc 0 C __ u : 11119m STREAM DEBRIS BARRIER BERM ___ - _ -160 FT FE �T11 1 TT_=T T, -150 SITE SECTION C-C SCALE. 1 "--1 D' REC AREA 20' MIN. • 4' 4' z w w z w z , m ui z J ¢ j wLL o Q CL Z I_L }}Jbi . F- ui w CL o w of O Of n ate. W o LL W T'\ 7 0.02 FT. —/FT. PRIVATE ACCESS ROADS NTS 42' ROW I E O U N Y co t0 U QO 3: ��► (gyp 3 O 0000 R X OTO cd O L Q CIO c!J > Q ;tt C O Cc rM a L co CL Lo m , Lo Lo T PROJECT NO.: 070W DRAWN BY: HCB / BCS ISSUE DATE: 04-02-2008 SHEET REV.: 10-28-2008 CONCEPTUAL POND AND SITE SECTION P 6 SHEET 6 OF 9 > 0 0 > ct) m 0 CA) 0 z 0 a) 0 co c t,3 cr 71 O�EV 4h. p En gg 0 MGM 0 BRE 0 It SEE. t MIM 3 cn 0 0 A ONR N 0 If 0 G) -41M I ;01 MEN. - INN ­, �x (Zi cl WO M- N M He M g01 1 I"m- "W" S, R"Am, IGO \Ilo 0 'ast 's M - I,,- ; VOR �,Im I­111'10� z 12, axg"gg &0 a was 14 K, I'M 4 vw'--gm M, m M., ram 0 5W. Qm IM NIK mn ma '31m -4w cm NNW- MW� 61RI'l§ MM C) �2 So F0 ozz 11M. "N MIL z It I: It It R", I'M Co 'ji 47 C), 76 C_� (A Lo m U) co m m rn X m r Pau'ri., ee Bay' M McCORMICK PLAT J m o m > m _u 1-2 De somn;j ---,vLC > > 0 0 KING COUNTY z > 0 FOR: 77 - 0 civil Enginee-ning a­ 0 r r -n OD ROBENTr MCC�ICK fj I - -_ ­­ -1 � . �,_ Planning constsultzmts CD 161 MAPLEWAY ROAD (D co SELAH, WA 98"2 PHOW: (509) 945-=7 Phone: (206) 431-7970 Fax: (206)388-1648 15445 53RD Ave. S.Seattle, WA 98188 www.paceng.com X m 0 z REVISIONS: i 3 t A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., RGE. 5 E., W.M. MAPLE VALLEY - _-_ ,'------- ---- -- ____ 1-2 o --— * A ---_ EDGE OF PAVING Typ, - - EDGE - ---_ ---�. �- - � _ OF PAVING TYP, `-- _ ___-------FLOWLINE `- __ - `. - EXISTING ._"_ ._ - - -- _ _ -- - _ PUGET SOUND E �y G. H N DE WASy1`� y �' 01 V Z AFC 21464/ST0-'p � AL LAND EXPIRES: 1 /31 /09 ------- - - - DITCH ----z--- 'INV E o. 1 - �-- ----_ _ - - - 18' CONC - ---- P L S INV=118.57 /� \=119.69 --- CB II EN., RODNEY HANS INV=117.02 RIM=122.50 - \ -- - - P.L.S. N . 2� 64 _ 0 4 - 12" CONC. INV=120.37 S) -- PHONE: (425) 253-8440 INV-120.10E INV= - \-� so INV=120.05 W) ___ __ ?20_86 ` YELLOW STRIPING CONC. ASP S� �-�- So i DRAINAGE ---- ._--_ ----- - \ \ \ -_ HALT PARK ENTRY _ IT EASEMENT - ____�-�- _ \ WHITE LANE DIVIDER INV=119 2 - - - - - i ._-(--�-.No._ 7).- _ _ ---- ____ STRIPING - - J _ .2 _ - _ _ L_7 - _ __ _ - _ _ --- _ -- `� _ -=---- '\ 10' PUGET POWER I — — - _ _ — — — _ —I— ___ -- 44• 552 �.3 2 • -- _-.-_`- - - ---------- - _ _ \ ESM'T. (ITEM No. 8)—--- - - - 2- - 10_ - 4=03 �2' 0 " '' _.__ -_- ------------ -- —_ —' -- -- _ F --- - - 7 4G LINE �--- ------ ------ - -- -------------- --- ------ _.._ _ ------ _ --___ ---�_ 0 _---------------- ----- ___ - _'__•._....,._.__.-- � --- �-------- -� _.__ EDGE OF PAVII J I 4 - ------------ -------- ,� 1- =�'-_ - - 128 _ - �\ \ I -_-- - � _------------- --- - ----- _ --- -- - -____ --_ _ - \ - ----- 3 I - EDG OI PAVING TYP. -'-i - - - J ---- - - __ -- __ - ------ -- ---- _ -_---� 9 _ 1 0 15' SEWER WA )RENT PER 3� J------------- 1� FLOWLINE i --------- _ _ _- - - - - - - - - - - REG. No._209Z- 1779_--- .g \ ENTRY EXISTING / ,� ------ ----- - - - - - ------------ SIGN DITCH-1------------Z3---------------_----_-----_ _ -____ - -o - --- r----------------- ` ,DRYWELL AND/OR SEPTIC TANK" ----- ��=7------� -,-------- ___ _--- 15 STORM DRAIN ESM'T / / / J ____. _._..__-_ SS - - - - TO KING COUNTY PER PLAT I,I EASEMENT (ITEM No. 5) I I ._ _ ^� ----.� `� - - - - - -� - - - - - _ - �- - - - - FLOWLINE -�---- ------------------ - ---- ------ - 5 - EXISTING /' `- / i- - - - - 6 __---- U' _ _ _ %- DITCH - - DRYWELL "AND/OR SEPTIC TANK " ,.� \ \ - - _ - - - - - - - - - - ECOLOGY 13 - - - - �r - _ _ - - - / I \ EASEMENT (ITEM No. 4) I \_ - _ _ - - _ _ - - 4 \ 20 10 BLOCK WALL -- --- / - - - 15' SEWER ESM'T. - -- - - - - - - REC. No. 9202 1778 (0 130 _ / / - \\ ` - :' -� - _ ---- --- - ----- - -- ---------- --- (ITEM No. 15) -- _ ' / �. @ENCtf MAI D_ --- --_---- - -------- = 3� ,- ----- _ ` -GR PHI SCALE _ _ / _ �- _ lw= \ 0 ------ - 136.06 20 IM INV= 1 21 .01 E) 10" D.I. Y'AIER LII•�r_' I /' i -_ �S I /' 'I- /, Q '`~ \\ ; ® \��\\ --- - -- ��. INV=121.01�W) PER ASBUll_TS FROM RIVER WATER I �r 'SEWER DI`.>IRIC.r \\ --- ---- �', I 10 SEWER ESM'T. ! / 132 _ - - ✓ _---------- - - - -;- I i \ ---- ---- _ - -_ _--- l j REC. No. 8502190320- ``'� =�' ��t� - .-----"I--- / �i �\ ��\\\ ® i --_ //6 l- \ 130 CONCRETE CONCRETE ; '\ \ `\ _ _7` / - - - - WALK TYP,RETAIN --------------- \ STAIR CASE WOODEN \ ` ING ___ 6" CONC. ' �'_ \ ' \ ,� � ,� , 15 SEWER EAS EMENT PER \ J iWALL - - - --- ' -i"' � REC. No: 920920225 -_-I - / J ___- - _- o - /�� 9 \ \ RIM 153 6 >_� - , ITEM No: J6)---------- ---- I _ -=~ \\ O\ ✓� I ' ter, � CB :55Mi-1 _ RIM 143 5 ' / - \ - \ - -- INV-141.60(W) _ \ \ INV=14 ---- �> ' 15' SEWER ESM'T. -�,� I \ - `- -- 'y \ \ / \ \ \ INV= 145.00(NW) \ / REC. No. 9202251778 (ITEM No. 15) / I �TEMP. BE C MARK 2 10' WATER ESM'T, REC. No. 8502190321 CONCRETE CEPl1rRI_IidE S(RE=�/ --- 1\2 -' I I /' '--\ J/; O -- > PAD TYP, _. \v - _ I 1 i - - - - - ! `� i CONCRETE (2 +/ WIDE ...` � i 1 � - I I ASPHALT '� � PAD TYP. \ / EDGE OF PAVING TYP. _ - I" / PAD nr j� ASPHALTI I i --- 1 / / ' ---- Q I• 15' STORM DRAIN ESM'T. I I� 3 J ; \ PAD DECK ASPHALT DRIVEWAY \ J� _ / / oF� \ // TO KING COUNTY PER PLAT / L N�- UEI � / 'i " I '/ FOOTING � 0 ,\ / ---- N _ _ -- i BELOW I / 15, (/ 1 I \ / - j II �'EXISTINGi \` ��' CONCRETE/-��),� �- --- ---- 15G \ I i' BUILDING 1 ECOLOGY PAD TYP. / / % - _ - - - - - - - - - - - - - - / II BLOCK WALL I 16� /-------------- 153 ONCL5ECOLOGY �' 160V> UPPER FF=158.0'n CPAD LOWER FF=149.7' LL 162BLOCK WA PEAK=169.8' 16 CONCRETE ••�.ti \1 / 4 r J RETAINING- ` 1N - ti� it WALL CONCRETE_ ------ ---- ------ APRON---77- --- 170 ---------------- / I 1 --- --- - ---- ----- ----- J I. / TE SEMENT PER / / CONCRETE EXISTING " ` 15' SEWER, GARAGE I Il\\\ \~ - t \ // RETAINI �379, <o WALK TYP. i/ �'j ' / ,, ------------------------ CON - - - - - • \. REC. No. 0920225 , FF=157.3' /� � i � - 180 4Q 140 i ° CPAD i \I WALL (IT E No. 1§) PEAK=172.6'�'/------ / PAD / —210 w .. `---- --- •� _ ---- "�1`-'-2-2- 01�6 EDGE OF PAVING TYP. i jO� 194. '`...\ CONCRETE 4,3 - � i EXISTING 146 ,, / PAD TYP. LAUNDRY � -- I'm - - - - - -- / \ ' .r.. \ ! - ROOM �I I l 180 --__ ---_ - - ---;\ -- -\ .� IP�r FF=161.2' PEAK=173.3' / l / 1 S 02 22 54 W s PAD -_�� • �.�_- 50.52 CONC \ \ \ \� --- -__'�• I i \ CONCRETE I 1 I , \ _ _ _ ��� .. 0 �'\ \ fr / / ! I , , - I l r� PAD TYP. I I l i 1 ; ; 1 ' N 00 190 U}.- _ 170 \ ` � � �; '__- \ \ ��'-_�-_ � \ \ ---_ --- _------- � \� \� �------- ~-..•-__�_. _ _ i' —_ _ _ _ /"-"- - �-."''.._�---_-_�---_.."__--- _ ' `I. li I I I I I 1 I I I I I I I I ' I I ' ' i — 170 - -/-.-------------__--------__-- _ ---�'--------_ - - ----- - `�� 16p - - - _ -- - ----_ _----_ -- _ _ --- -__ ` \ \\_------ _- _ ,_/- 180 •- __ _-_ __ _ \ �\ \\ \ 11 I" - 111`!1 V // I J 1 I I ' I ' I I ' 1 I 1 1 I I I I ,'I --180- \``,`\_-�s 79'24156,� _-_-___ _ _ _ _-_-__ __ �\ \ \� 1 i1%�"1 \ _ E _--------- --- - __-- _-- ------ ,� � , I I coNc. ------ \ \ , PAD I I I I I I I - - - - ----------------------"_--------------- \ \ \ \ 1 ,17I3 CL'NTERLINE S,T(zE,�� STREAM RUNS THROUGH - .'\ \'' ` `�,'/' i j 18�"l;- _--- _ _- -----_ _ --- - - - - -----------__"--------- - - - - -- (2' -I-�- WIDC=) _ W III I� 18" CPEP CUT IN HALF\,`�`�' � � ,-�_ - """ �__---�"� - -'_-_---------------__--_---- _------------- -_-------_----- BENCH MARK _---_____----- ____—_______- ---__ _-------------_ _ --- -__--- 200 _ �\ \\ \�` \ ✓FI 1 i1' 1�11i' 1'11I 11 (N� _ _ _ _ - - - __- ----_-_-----_ -_- _-------------- `\� `\,\. \ \\ 1180 - %`� 4 l I,I I �1 I' I i II I I i I I �� to NA TBM1 ,2�� \ .\�� '/•'' ��----_- -_- - ---- _ - -- -- ---------------� I\ `` \\�\.\\`\��„'� - - �i `II'I'III I1,1 (l �'`', __ O �\ `�.\\„ _ i / j '/ -,i' / ----- --------- - ----------- ------------------------- \� . ` ,\ \ \ \� 15� ECOLOGY ; ; ; I I I I ; I r I I I I I ` t t \\ N 1� " \ N SET PK NAIL IN PAVEMENT \�-,;,� ' ,' ,, ; , ,-''----------------- - _ _ _ _ _ - — - - - - - zlo - - - \ . `� \ \ ' BLOCK WALL I I I I' I 1 1 \� 1 , o ELEVATION = 142.59 FEET _,�' �` `\�� '// ,' ' ,''"i ,''" 210 - ------------------------------------ �. \ \ \ I f - I 1 STREAM RUNS THROUGH ------ _--------------------------\\\\\�` \ \\\ Z TBM 2 \�` `�\�/ !' / - / ,'' 18" CPEP CUT IN HALF ----- SET PK NAIL IN PAVEMENT o \ ,' ,/le, - 220 -- _ _ _ _ _ _ _ _ _ I 1 �` �`' \ \ \ \ \ \ \ I , .ice I I 1 1 O ELEVATION = 153.62 FEET \\ I' STREAM RUNS THROUGH 12' CMP CUT IN HALF N \` ` ,\ \` `\', \\\' \ `�\ ` 4 '- 18 ; ,---- -_ _-- - -/ it I I I I i II I I� I CE V' !!J ➢�r l,ll PI- dill MATCH LINE SEE SHE 9 O U 4 ") T 00 ccoo O 3 LL Q I Of Cd I -.r N f t ktl r cn is O cc Z Cl IL Lo 0-J, .O O U 0 Q J i U T � N UONN O o3:<0 G U U _j J WQ=Z I0I 0T r T (L IL /� IL VJ PROJECT NO.: 07093 DRAWN BY: HCB / BOB ISSUE DATE: 04-02-2008 I SHEET REV.: EXISTING CONDITIONS P8 SHEET 8 OF 9 T MATCH LINE SEE SHEET 8 1 II I REC. ITEM o. 920�92022517716)9 � I N No. EXISTING II 1 " I GARAGE \ FF=189.8 Igo -196 I I I I �� rnI � \\ � ` jj �-- �� I I' ► II'Illl I I \ EDGE OF PAVING TYP. ! I 20 II 1 202 I I 1 \ i /CV \ A� �v _ 2 0 8 1 1 1 i- 1 \ zll03 \ \ \ \ � � I / I I I I I I I I I I • I V � \ vI I I � 218 ---� \ , 1 sa NI I � N v I O - VJ 228 J 1 / rn WELL n r r 7 77 V !t 7 t t N O p N yI D � 1� Jrit V N n o t O cf) n CENTERLINE STREAM, D N \''�! I ID E� m i T, rn 1 7 t 0 it 1 i I m sj..c rn a � � I'T1 o qo � • :' `'' 00 Z mv'-- (n x m c D o m o z }.", m Z m D MCCORMICK PLAT r n Design-4 L. co 0 o KING COUNTY ! 4 7 �_ O Z 1 FOR: _E'''`' .� "�WWI v w -n N ROBERT MCCORMiCK 161 MAPLEWAY ROADq µ , , .•.Planning Consultant 0 N SELAH, WA 98942 coPHONE- (509) 945-2217 Phone: (206) 431-7970 Fax: (206)388-1648 15445 53RD Ave. S.Seattle, WA 98188 www.paceng.com 4 4 °4 4 g 4 4 44 4 44 4 4 4 4 4 4 4 4 ° 4 4 4 4 4 4 4 4 4 ° 4 4 4 44 4 CHAINLOCK TIES MIN. 1.5 x 1.5 IN. APPROVED STAKE MATERIAL ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL. AMENDED BACKFILL 18"- DEEP ROOT BARRIER 77 SET 1 STIC/2")BELOW GRADIE RED ON(SIIDE TO N. ") BE PROTECTED. COMPACTED AMENDED BACKFILL TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL 4 IN. HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL -- FINISH GRADE x ( LANT PIT WITH ANGLED SIDES / j., s _ ROOT BALL IF PLANT IS SHIPPED WITH A WARE BASKET AROUND THE ROOT BALL, —�� -�- --- CUT THE WIRE BASKET IN FOUR I 2 x ROOTBALL PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE. SET TOP OF ROOT BAH FLUSH TO GRADE 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE LONG ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. DECIDUOUS TREE PLANTING NOT TO SCALE B&B OR CONTAINERIZED SHRUB, TYP SET ALL PLANTS AT NURSERY LEVEL \ MIN 2"-3" OF MULCH (PER SPECS) \ SHRUB ED SOIL PREPARATION DEPTH (SEE SPECS FINISH GRADE I DEPTH PER SPECS REMOVE CONTAINER ROOTBALL DEPTH COMPLETELY OR REMOVE BURI TOP OF STRING WIRE & FROM OF ROOTBALL NATIVE BACKFILL WITH SOIL AMENDMENTS (SEE SPECS.) ROO 'BALL + 1'0" IN ~— UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) 3 SHRUB PLANTING NOT TO SCALE NLN LANUJ>UAF'L TYPICAL SPACING PLAN r;'N\,_GROUND COVER PLANTING NOT TO SCALE ON —SITE RECREATIONAL PLAY SPACE: Play Space Required: 34 lots (x) 45 s.f. = 1530 s.f. Play Space Provided: Tot Lot— 330 s.f. Pre —Teen Play Area— 930 s.f. Trike Circuit— 810 s.f. Total— 2070 s.f.tif JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES OVER 2:1 MIN 2-MULCH (PER SPECS) FINISH GRADE TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL SOIL AMENDMENT MIXED WITH NATIVE SOIL (SEE SPECS) SCARIFIED SUBGRADE (SEE SPECS) PLANTING/ PLAN NOTES: 1. Planting soil for shrubs/groundcovers shall be deemed as new topsoil/compost cultivated into existing prepared subgrade. Trees shall be pit planted with prepared planting holes being a minimum twice as wide as the rootball and at least nine inches (9") deeper. 2. Soil Preparation: Planting Beds: Determine/ attain shrub bed subgrade and cultivate to a minimum depth of ten inches (10"), clean/ remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2") depth of Compost over entire bed and till again to a minimum depth of ten inches (10") to incorporate Compost thoroughly into grade. Then lay a two inch lift of Compost and till again. New Lawn Areas: Some as above but use a three 3 depth of a a a d p 9 ( ) P 'Winter Mix' topsoil for the first lift of amendment. 3. Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended by Manufacturer. 4. Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. 5. Mulch all beds with a minimum 2 inch (2") depth of approved 'mulch'. Finish grade of mulch shall be 1" below adjacent hard surfaces and flush with lawn(s). 6. Rock Outcrops: Shall be igneous boulders or weathered granite with flat surfaces suitable for seating. Minimum dimensions shall be 24"x30"x30". Set rocks as directed by Landscape Architect ® 18-21" above finish grade. 7. Stake trees as directed by Landscape Architect. 8. Maintenance: Provide landscape maintenance immediately after planting and pruning, resetting of plants, restoring eroded areas, adjustments to staking and removal of weeds/debris as required for healthy growth of plants for a period of not less than 30 days. Lawn maintenance includes mowings (min. 2) and fertilization. 9. The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. 10. Replacement of Plantings: Remove from site and replace with new planting, at Contractors expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. 11. Warranty: This Warranty shall include replacing and planting some size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect/abuse by Owners/others. All plants replaced shall be reinstated under plant guaranty conditions. GENERAL NOTES: * Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. * Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building clean. Protect I site and adjacent properties from damage due to construction operations, operations by other Contractors/trades and _ trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards - shall be erected to protect the Public. _ * Staking and Layout: Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape - Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work.=„ E� • * Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant i growth /contructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. IRRIGATION NOTES: —; * Automatic 'Spray' Irrigation System by Bidder Design. Design/'" , Installation to provide full and even coverage per best trade practices. Coordinate with General Contractor the size and location of the Irrigation Meter. Coordinate with General - Contractor the provision of electrical service/ mounting of Automatic Controller. Sleeve under all pavement. Use Schedule 40 PVC for all lines. Provide an accurate, neat and legible 'As :., �_ Built' record plan showing layout and locations of installed elements. ---- -T - — PLANT SCHEDULE Qty. Symbol Botanical /Common Name Size/Remarks T R E E S: Acer griseum / PAPERBARK MAPLE Acer c. 'Queen Elizabeth'/ HEDGE MAPLE Pinus contorts/ SHORE PINE min. 2" cal., single trunk min. 2-1/2" cal. min. 6'0" hgt. S H R U B S/ G R 0 U N D C 0 V E R S: ® Cornus 'Elegantissima' / VARI. REDTWIG DOGWOOD min. 5 stems 0 36" Ilex c. 'Convexa' / BOXLEAF JAPANESE HOLLY min. 18" spr. - compact ° Myrica californica/ PACIFIC WAX MYRTLE min. 36" spr., bushy Nandina d. 'Compacta' / HEAVENLY BAMBOO min. 24" hgt. Potentilla f. 'Kobold' / SHRUBBY CINQUEFOIL min. 15" spr., compact Taxus b. "Repandens'/ SPREADING YEW min. 21" spr., spreading form Thuja o. 'Emerald Green'/ ARBORVITAE min. 6'0" hgt. as needed ® Mahonia repens / CREEPING MAHONIA 1 gal. ® 18" O.C. 0 Lawn as needed Pennisetum a. 'Hameln' / DWARF FOUNTAIN GRASS 1 gal. at 24" o.c. * Plant sizes are specified per the American Standard for Nursery Stock, Publication -May 2, 1986 sponsored by the American Association of Nurserymen, Inc. * If plant quantity shown on schedule conflicts with what is represented by symbol on Plan, the quantity represented by symbol shall be used. ayfield --- ai Recreation Area Detail - a CA (UCH r TO �- [KISTInG C!.re NEW ASPHALT -- �— SHOULDER NEW CHANNELRAnoN — _ +" , - -TURN LANE r -- ' - • � .,; ,- ._�i' -: "Y�fl,*�•��,2,-.ir.. S"•� � _.-„x� _!�_-,,r_e.x-5�icJ-+Ia•'t`�!��,`�FL1..IV--'E��-_=_:r-.�,✓, ,�;"/1-.— ,,�_r�v:,'.�Cr- N." ASPHALT S'nt/iE We;8,978-.Cf: STOW -- — s—rRP RAP eEO(AfE 1;4+"sY.34 {r r WHITE LANE Dlv-fi Al .- T. �. '�.,. �I;, ,-,.i ; ,.� "...`" . YA�t _,_- ,r4.: _ t' i ,.• T ACT - - - — �-- _ -. _ -FOl %(UTILITIES _. o"o 77 . '.y 4 / ,� .� i. � -h,, '.'C l,,�lt' `•►v� } r t; - '5 _ _ , T€r i, T ' . SEWER' r �--t5 E CI .,i ,h -- .—•r ��. 0 10 20 40 SCALE: 1" = 20'— 0" 60 r- AC 0 • C711111111121 a. 6 U (D� L 0 0 U Q G U STATE OF CERTIFICATE NO. Glenn Takagi Landscape Architect 18550 Firlands Way N. Suite #102 Shoreline, WA 98133 (206) 542-6100 FAX: (206) 546-1128 C CU cu 0 �i CL � U L 0 � U Project No.: Drawn: GT Checked: GT Drawing Issue: 09.05.08 Revisions: Q— 10.10.08 8— Sheet DEVr! gP—ivE i !'tr N0' J '• REVISIONS: A PORTION OF THE SE 1/49 SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/49 SEC. 24, TWP. 23 N., RGE. 5 E., W.M. PRELIMINARY PLAT OF McCORMICK PLAT KING COUNTY, WA _'/ (PROJECT NO. 07093) (PARCEL N02323059029) ---<\'� Ll- id ERU ✓pN S Rp 23 JONES RO "1 5E 24 *PLE FAQ-"' BURUNGTON PROJECT SITE VICINITY MAP NOT TO SCALE SHEET INDEX P 1 -COVER SHEET P 2 - PRELIMINARY PLAT MAP P 3 - CONCEPTUAL GRADING AND UTILITIES PLAN P 4 -CONCEPTUAL ROAD PROFILE P 5 -CONCEPTUAL POND SECTION P 6 -CONCEPTUAL POND AND SITE SECTION P 7 - SLOPE ANALYSIS P 8 - EXISTING CONDITIONS P 9 - EXISTING CONDITIONS L 1 - RECREATION PLAN (CONCEPTUAL) LEGAL DESCRIPTION : PARCEL A: THE WEST 201 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; S THENCE EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24, A DISTANCE OF 201 FEET; THENCE NORTH TO THE SOUTHERLY RIGHT OF WAY LINE'OF COUNTY ROAD; THENCE NORTHWESTERLY ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD TO THE WEST LINE OF SAID SECTION 24; THENCE SOUTH ALONG THE WEST LINE _THEREOF TO THE POINT OF BEGINNING. PARCEL C: COMMENCING AT A POINT ON THE EAST BOUNDARY LINE OF SECTIOW,23,�TOWNSHIP 23--NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN, -KING COUNTY, WASHINGTON, WHICH POINT IS NORTH 0`12'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION 23 AND SOUTH 0'12'43" WEST 90.13 FEET FROM THE POINT OF INTERSECTION OF THE ABOVE DESCRIBED EAST BOUNDARY LINE OF SAID SECTION 23 AND THE CENTER LINE OF THE TRACT AND RIGHT OF WAY OF THE COLUMBIA AND PUGET SOUND RAILWAY; AND BEING THE TRUE POINT OF BEGINNING: THENCE SOUTH 0'12'43" WEST 420.63 FEET; THENCE NORTH 81'35' 17" WEST 295.04 FEET; THENCE NORTH 0' 12'43" EAST 400 FEET, MORE OR LESS, TO A LINE CONCENTRIC WITH AND 90 FEET (RADIAL MEASUREMENT) SOUTH - OF THE CENTER LINE OF THE COLUMBIA AND PUGET SOUND RAILWAY; THENCE EASTERLY ALONG SAID CONCENTRIC LINE 295 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF WHICH LIES NORTHERLY OF THE SOUTHERLY MARGIN OF SOUTHEAST RENTON-MAPLE VALLEY HIGHWAY (P.S.H. NO. 2) AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 1545508. PARCEL D: A PORTION OF A PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A SAID POINT NORTH 0' 12'43" EAST 1398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0'12'43" WEST 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH CENTER OF TRACT AND RIGHT OF WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43" WEST 420.63 FEET; THENCE NORTH 81'35'17" WEST 295.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'12'43" EAST 265.00 FEET; THENCE NORTH 81'35'17" WEST 20.00 FEET; THENCE SOUTH 0'12'43" WEST 265 FEET; THENCE SOUTH 81035'17" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL E: THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0'12'43" EAST, 1,398.72 FEET FROM THE SOUTHEAST CORNER of SAID SECTION AND SOUTH 0'12'43" WEST, 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTERLINE OF TRACT AND RIGHT- OF-WAY OF COLUMBIA AND PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43" WEST, 420.63 FEET; THENCE NORTH 81'35'17" WEST, 195.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 81-35'17" WEST, 353.00 FEET; THENCE NORTH 0'12'43" EAST, 384.52 FEET; THENCE EASTERLY ON A 0'28' CURVE TO THE LEFT THROUGH AN ANGLE OF 2'32'28", AN ARC DISTANCE OF 350.00 FEET; THENCE SOUTHERLY TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 100 FEET THEREOF; AND EXCEPT THAT PORTION OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING ON THE EASTERLY LINE OF SAID SUBDIVISION AT A POINT NORTH 0'12'43" EAST, 1,398.72 FEET FROM THE SOUTHEAST CORNER OF SAID SECTION AND SOUTH 0'12'43" WEST, 90.13 FEET FROM THE INTERSECTION OF SAID EASTERLY LINE WITH THE CENTER TRACT AND RIGHT-OF-WAY OF COLUMBIA & PUGET SOUND RAILWAY; THENCE SOUTH 0'12'43" WEST, 420.63 FEET; THENCE NORTH 81'35'17" WEST, 295.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0'12'43" EAST, 265.00 FEET; THENCE NORTH 81'35'17" WEST, 20.00 FEET; THENCE SOUTH 0'12'43" WEST, 265.00 FEET; THENCE SOUTH 81'35'17" EAST, 20.00 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT PORTION LYING WITHIN PRIMARY STATE HIGHWAY No. 5. PARCEL F: THE NORTH 50 FEET OF THE EAST 350 FEET OF TRACT A OF THE PLAT OF VALLEY FAIRE II, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 131 OF PLATS, PAGES 39 THROUGH 43, INCLUSIVE, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE NORTH LINE OF SAID TRACT A. RODNEY HANSEN., P.L.S P.L.S. NO. 21464 PHONE: (425) 253-8440 TRACT E TRACT J UTILITIES A-1,698 SF ± ACCESS -F- UTILITIES RENTO N _ MAP TRACT C A-2,578 SF ± _ _ LE VALLEY RO A TRACT G __ _ D UTILITIES ACCESS + -- --_- PRCip_- ARTEI,) _ A-3720 SF ± UTILITIES TRACT B EX. 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'._ PROJECT DATA - -- - - _ - - -- - - - __. . _ --- - -_ - '/I :I _ I. - J - _ _ _ -. ..- _ _ _ _ - - _ ' - - - _ - _ -- - - - - - - - ,, - - �\ -.- .� - '= --.__-._--"---------_ —_. ... - -- ._ - 'f - CENrERUNFSt,{ ,N � SING N4A�}' q-feu 11 SITE ADDRESS: 16405 SE RENTON WA TAX PARCEL #: 232305902909 - -- _ _ -- _-__._ - �' ,41 '. _, ,'1 i __ - - _ - R-1 ZONE _ - - - -- - - - - - - - -- ---- _--- ,----- --- --- - -- �; SITE AREA: 11.59 + ACRES - --- __-_----- --- '% `I� iit2, -- - \ / + \\ - Rio - - _ - \ ; { ;r ,, , EXISTING ZONING: R-12 and RA-5 --____ - -- � a? \ ' \ _ PROPOSED ZONING:R-12 and RA-5 L`��� \ \ \', , Sl \ i ,, I . ' 5 , BASIS OF BEARING`,, i I ,' PROPOSED COMPREHENSIVE PLAN DESIGNATION: SF DETACHED _ 1.\ , : ; . . MINIMUM DWELLING UNITS REQUIRED: 33 ' i( `\,,; `� NORTHERN BOLT IN BASE OF LUMINAIRE SCRIBED WITH A I I ! "\ a•, _ ' ' ' I . ' MAXIMUM DWELLING UNITS ALLOWED: 88 „ „ " " , ; PROPOS DWELLING UNITS: X AND STAMPED KC-T-30 1996 , LOCATED S.E. OF t;x ED 36 THE S.E. CORNER AT THE INTERSECTION OF MAPLE VALLEY I ' i , OWNER/DEVELOPER PROPOSED NUMBER OF LOTS: 36 HIGHWAY (SR 169) AND 161ST AVE S.E., LUMINAIRE IS MINIMUM LOT SIZE: 2550 SF TYP. ROBERT McCORMICK LOCATED 1.0' SOUTHEAST OF THE BACK OF SIDEWALK. I.. LOT WIDTH &DEPTH: 30' TYP. WIDTH, 85' TYP. DEPTH 161 MAPLEWAY ROAD ELEVATION = 121.48 FEET ,:` t_ _-- - ,, w. I SELAH, WA 98942 - • ; ' i REQUIRED ON -SITE RECREATION SPACE: 6,120 SF PHONE: 509-945-2219 BENCH MARK - \��,,�`` 1 (170 SF/LOT x 36) KCC 21A.14.180(A)(3) • ` N``. I ' - - "t ' ' ' 1 `' I ; "� VERTICAL DATUM: NAVD 88 ;' - 1 ! ' , ; I ;1 t • (`� I' ��' PROVIDED ON SITE RECREATION SPACE: 9089 SF f CIVIL ENGINEER � i ; � : I ,_� KING COUNTY SURVEY CONTROL POINT No. 6276 � ; ; � ; , �/ , �� MEANS OF SEWAGE DISPOSAL: CEDAR RIVER WATER and SEWER DISTRICT %` 1 �/ V' �( PACIFIC ENGINEERING DESIGN, LLC NORTHERN BOLT IN BASE OF LUMINAIRE SCRIBED WITH A ,,�� SOURCE OF WATER: CEDAR RIVER WATER and SEWER DISTRICT 15445 53rd AVE S. "X" AND STAMPED "KC-T-30 1996'; LOCATED S.E. OF ,f 4 '� �� ' �� ' SCHOOL DISTRICT: RENTON # 403, KENT 415 BORDER DISTRICTS SEATTLE, WA 98188 THE S.E. CORNER AT THE INTERSECTION OF MAPLE VALLEY ,; . - ' _ - ; ,' `'•' `���� # ( ) FIRE DISTRICT: KING COUNTY FIRE PROTECTION DISTRICT No. 25 PHONE: (206) 431-7970 HIGHWAY (SRC 169) AND 161 ST AVE S.E., LUMINAIRE IS 11, \ ; � , \ LOCATED 1.0 SOUTHEAST OF THE BACK OF SIDEWALK.11 k ;< FAX: (206) 388-1648 , TELEPHONE SERVICE: QWEST ELEVATION = 121.48 FEET I \• 'N \/�'� POWER SOURCE: PSE `\'\ ' ' TBMfl \ F. - 1 1­11slSURVEYOR :` _ \ - -REQUIRED MIN. STRUCTURE SETBACKS: SETK NAIL IN PAVEMENT \ ' _ � ' - FRONT: 10' HANSEN SURVEYING ELEVATION = 142.59 FEET I / � ' �y SIDE: 5' (10' 2 SIDE YARDS) -17420 167H AVE S.E. TBM #2 ��� ''I ' `1 ( ' r '" ` r RENTON, WA, 98058 / '� REAR: 10 SET PK NAIL IN PAVEMENT I �� it+ �% ' PHONE: (425) 253-8440 6! I w / , , I /', ;L � ELEVATION = 153.62 FEET WETLAND AND / OR STREAM BUFFER: 15' FAX: (425) 253-0266 SEE EXISTING CONDITIONS FOR FULL EXTENTS OF PROPERTY t` T C(6) I Q co 3 3 O 00 corn oLL a N 0) N q N I -,(I) CO cii 0 aj u Q OIL.1... ILL t: / 4 LO PROJECT NO.: 07093 DRAWN BY: HCB / BCS ISSUE DATE: 02-19-2008 SHEET REV.: 09-09-2008 COVER SHEET P1 SHEET 1 OF 9 REVISIONS: ) A PORTION OF THE SE 1/49 SEC. 23, TWP. 23 N., RGE. 5 E, W.M. AND A PORTION OF THE SE 1/49 SEC. 24, TWP. 23 N., RGE. 5 E., W.M. --- I --------.-- ­-­1 . ­ � TRACT C __,------------------- ____� --------------UTILITIES ____� � --------- --------- v)Q_ A-3720± SF ----- - It - ::: . RENT --- TRACT E UTILITIES A=11698± SF n _______� - ------- � - -_------,__� .1 VIN - MAPLI --- � 111�111. � ------- - - ------------- _____-------------------.----- - - - " -_ -- . -------- I - '� r, MAPLE- VALLEY k0AD CSR ____� 511, I/ -------------- _� ____� 11 :r :: --- _______� , --------- !"', -----_ I Z 169 __�,,�,_ , ----------- _____ I ,­ - ­11 &---, 1 I , -----_ - 1 O' -P,UGET- POWER ___ ESM'T. (ITEM N6.- 8) - _�;��- ____ --------- _ __­_�z .I� --,7� - - I:e/I., �I , I4;-- I - �\% -%4" 1:I� <,1'� -- I X'I," "".x \ ,1 N, \ / X% \ /11 "`11'� , �_ I '\ I", , x, / I � >t� � , I I I ! , I 1� - ( , \/ / 11 � __ I P/""/"7 ,\, I - 11, ", I t� , - _ - ,,/ I I \, ., V __ - - - -;��-,'X X',� ,-,. ,,\ /I :!I,> \ / �\ //' , 1. 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I � \ \ \ \\ I \ \ ,� -, , -, 1. b. � _­ - �l I : � � I , I � , ), " � 'I c \ \ - ,�% 06 -10- PIPE DIRECTION I \ \ \ \ \\ �\ - ­ X/ � - - - - - - - - - - PROPOSED EASEMENT STREAM RUNS THROUGH ' to \ \ \ � \ \\ \\ " \ \ \x I I I- ____� .1 �, . - ______ -) 'I I � I , , I I \ \ \ , \ 11 I � ,�,,, -, : I I � , I � , , ,, 12" CMP CUT IN HALF 0 , �\ \ \ I \ \I : � 'I I I , w )� � � � '' " \\ � � \ �\� � \ I � V 15"s MEAS0tNT PER I , � I , � � 30 0 10 20 30 60 1 , \ � � I �� I REO;i N4. �209202251779 1 : , I � I , � I I I � � - I I I � I � 11 11 I 1� I � 'i " I I I : �`;"'Ar�"1 I t � � � ,� ,� " � ,� " " 't I " �� I / , (ITI�m /No. 16) 1 1 : � , I � _310--, FINISHED GRADE CONTOUR 1,m;`6§,11:,1 PROPOSED ASPHALT PAVEMENT � ,, � , , , , � , '� , , I , , , , I/ ) , .1 I , --------- ; � I � � � � 1, I I ,__ : , , , ) I � � I , , '' 1 ,6 -, 1: � ; : I � I � I �1 I ,� �, �,l I " �,\ � I , " , '� , C I ','I � It / I � - -----\ �, ____ I I � , : I � � ; SCALE 1'=30' � I " � � ,� I " � �� I , 1, � \ I / I �. I , 11 �: ; : I � I � i I � � , I , I � I 11 I \ ; � � : I I � � � I � � � � I ; _-.1­11­310 -------- EXISTING GRADE CONTOUR F71 PROPOSED SIDEWALK N � � � � I " I � , I k _'t / , \ I : : ; ; I � , I 1 , ,\ I I � � , I " I I , , � , I \ � ! : I � � ; I Ik_1 . I � , � I . I I N I . . I I I I I I I "".- """" 1_1,�r ..JI 7-7-11,11 E I 417.1 0 1 tm 0 N-ft 0) c 4) 00 '14 W 0 ,� � c (0 0 0 co w Q 4�) I 0. c"01 § ra Q c cv) I Ina " 0­% it (0 Im %% I 0 c\1 00 %-" 00 c k ZZ 00) lofts 11% U_< 0 3: u th 19 1-%% a% 0) 6 1 4) r-, , 3 I. - am IQ *-ft w sh 0 � 0 V.) 0­% aj - 0 c\1 as - > 6 < c 0 om .r_ ce) FE Lo LO 4 LO T1_ � D 0 0 0 z le �_ < J �z 0 �Q � 2 a: myj 0 310% 41 0 3:%wo 0 .. 9i 0 \ 2 k-1 L,L, 01 rpROJECT NO.: 07M - DRAWN BY: HCB / BCS ISSUE DATE: 04-02-20M SHEET REV.: CO-09-2CKA L CONCEPTUAL GRADING AND U-nLI-nES PLAN SHEET 3 OF 9 REVISIONS: A PORTION OF THE SE 1/4, SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., RGE. 5 E., W.M. E-- ------_ -- _ .__ INV=1 18.57 ----RIP--RAP---------- EMERGENCY --- ----J VERFLOW PATS I ;d. `•'• FZgC;E =1�U NEW ASPHAL _ SHOULDER NEW CHANNELIZATION / -RTG PJ LANE- 8" CONC INV=119.69 C8 RIM=122.50 fNV=120.37 INV=120.10 4•.. �! d / a V g Yam- `� �,y t 1 �� t ��"�"� #�.,,T x 33. t+' ` .•, -NNE t I :m 170 160 150 140 130 120 PAVING (SR 169) PROPERTY BOUNDARY +27.35- .95 � i wtp � � s✓ j _W .Aar �yr,NA OAD A + (LOCAL ACCESS) .,; y 1 Oig" ... • L ,.:, .._ ,,.... �.. •s`�. �Ai-,.:� .-r;.:;. �e', i•c •, k; ...s .. . _. � .: ,:..'�3 F� 4,. ..:�",.ik 4 ti'�u 1, J� z. _z ,� M 128.75 ` 1250:98' �• I as _ r xg x'z s ��?, —''— •ELJ ^�ulr7o /ASEMENT PER yr 111ING 11--��._---- LOW PT ELEV: 124.64 HIGH PT ELEV: 146.23 HIGH PT ELEV: 151.40 HIGH PT ELEV: 152.33 PVI STA:1+21,88 PVI STA: +66.88 PVI S A:3+66.88 PVI STA:4+97.85 PVI ELEV:125.77 PVI ELEV:143.58 PVIELEV: 150.65 PVI ELEV: 153;27 K: 8.08 K: 14.35 : 14.82 K: 15.62 LVC:! 75.00 LVC: 74.89 L C: 75.00 wa LVC: 125.00 00 d 00 r- -es 00 N rq 00 '0 00 O Ln N LQ N nN nO nLC) �d 00N 0')O �M 0)00 N� '46 Opt 0�o0 N 4� O n L(�N �L0 Ooi (.0 i I O �-� CN r7� �� tf) w w w w w w w w >m >w >m m > >Lli m >w m w m w m w m w — 00q EXISTING GRADE CAD � 00 c� i Lo cV o / N / ° 2?8 c w �I I m w 3.00% — — rn rn d- M oo 0) O � O 00 N c0 `- N O) � M N 0) n O N Cn t� O (D � 00 00 O O T r_ N N 0) 00 N I\ � r- 00 cD O � O Psi L r, N N NP-• N 00 dr' �N 0)am d' Or 0 CrV u') u7 to f) N L u') n v7 L 00 f r re) r r It U) U-) Lr) 0 u') Lc) 0+00 0+90 1 +80 2+70 3+60 PROPOSED ROAD "A" PROFILE V SCALE 1 "--10' H SCALE 1 "--30' 4+50 5+40 180 170 i 160 - 150 140 130 120 30 0 10 20 30 60 SCALE: T =30' E U *2 N O U T M sift3 O 04 oo0 u_ 00 o3:: anf*jr;a CA -r co v CD j= N > a c D ` O I: -r- IL L0 U) Lo ` •r PROJECT NO.: 07CW DRAWN BY: HCB / BCS ISSUE DATE: 04-02-2008 SHEET REV.: 09-09-2008 CONCEPTUAL ROAD PROFILE P4 SHEET 4 OF 9 REVISIONS: A PORTION OF THE SE 1/47 SEC. 23, TWP. 23 N., RGE. 5 E, W.M. AND A PORTION OF THE SE 1/47 SEC. 24, TWP. 23 N., RGE. 5 E, W.M. 130 TOP OF BERM=128 7777777777 7-71,77,7777 7' DETENTION DEPTH 120 7' DETENTION DEPTH 100 YEAR WATER DETENTION EL=127 WQ. EL= 120 4' WATER QUALITY DEPTH 1' SEDIMENT STORAGE 110 - ------ --- POND BOTTOM=l 15 130 125 POND SECTION A -A SCALE: 1 "= 10' STREAM h 20 0 10 20 40 GRAPHIC SCALE lw-20' POND: LIVE STORAGE (REQUIRED) (PROVIDED) DEAD STORAGE (REQUIRED) (PROVIDED) -TOP OF WALL=130 ,,--_EXISTING GRADE: E 0 00 3co 0 0400 00 k00 .r_ gas LL 0 N ftft N = 84,978 CF r-- co = 85,000 CF 0 cf) Ile clj ry = 19,601 CF q'0C'J aj = 19,650 CF 0 ir c co CL Ul) CONCRETE RETAINING WALL 15 MAX HEIGHT NOTE: FLOOD PLAN ELEV PER FEMA = 118 FT (NGVD 1929) AT EAST END OF BERM ARMOR FACE AND BOTTOM OF BERM W/1' DEEP RIP -RAP 1' DIA. CATCH BASIN WITH BEEHIVE GRATE AT EAST END OF BERM ARMOR FACE AND I'` BOTTOM OF BERM W/1' DEEP RIP -RAP l' DIA. ROCK SIZE (200 LF) -SEE SHEET P3 FOR LIMITS PROPOSED STREAM DEBRIS BARRIER BERM COMPACTED FILL 51 2 ��2"-�5"\HG_2 H \ /IS-TING GRND /� `\\ \ �/ �, 1.8'" STR�EAM DER�IS /� **4STORM ' f �/ ` \ / r' \ DR, IN A STREAM DEBRIS BYPASS ........... I ...................... I ............ ..... . ....... STREAM DEBRIS BARRIER BERM... SEE BERM DETAIL. ............................ ... ........... .................. THIS SHEET ............ .............. .......... . ............................... tia z-PROPOSED ROCKERY / WALL ............ I ............................................ . ................................... ..................................................................................... ............. ............................ V, \�'\ ����!\\��\ :� \���i\\i\\�' \�`i\\ir\\-'��\!.\\r\\ i�i\\i I . v STREAM DEBRIS BYPASS -�/ ................ ............................................................................................ ............................. ......... I ...... .................... ....................................................... STREAM DEBRIS BARRIER BERM . . . . . . . . . . . . . . . . 0 0 (5 z V 2 4� It 0 a� ;� U olniLL �PROJECT NO.: 07093 DRAWN BY: HCB / BCS ISSUE DATE: 04-02-2(= SHEET REV.: 09-09-20081 CONCEPTUAL POND AND SITE SECTION P5 SHEET 5 OF 9 > 0 ca if > 0, ///,' I --i I I r- 0 1, 1 1 1 / / �44 m CA) 0 L4 0 I If c V W" - w z 3 C j 4�h 0 3 0 0 3 0 0 0A ME!; mm 51 0 11- iR 0 CID 3 0 4' 0 0 "g, 3 0 0 0 cul %a En 0 CA) I I I 10 C 1Y all . . . . . . . . . m 6 RR 1 M- 00 I gnl'- ;n FEIIN ?R7 it iRO "MIR it m lit, co 0, RINI, 'M M RM "S, W 31 MAIN, 5 M C. CD IN ozz 11p, NZ `32 l­g M, 27 lc� m IN lmML, wV'� �A im, -1 80� E C), Q0 co Lf) Cf) c/) co M c > m co m m ::E m r i z iffic Engineering 0 X i McCORMICK PLAT �p wc m 0 M > CID m Design.9 LLU > KING COUNTY z 0 C) IL r > FOR: Comi Engineering a 0 0 -n FKX3E3:rr McCCfMMCK Planning Consultants co M MAPLX=WAY ROAD co SELAH, WA 9W42 PHONE: (SM) 945-227 Phone: (206) 431-7970 Fax: (206)388-1648 15445 53RD Ave. S.Seattle, WA 98188 www.paceng.com X m 0 z V REVISIONS: A PORTION OF THE SE 1/4 SEC. 23, TWP. 23 N., RGE. 5 E., W.M. AND A PORTION OF THE SE 1/4, SEC. 24, TWP. 23 N., RGE. 5 E., W.M. MAPLE --------------- ( VALLEY 46 12 ` T-T--k0AD �S�R169 \2 EDGE OF PAVING TYp,- 1A _ �b / EDGE OF PAVING ELOWLINE _ - - ----- ----- _ - / /' - EXISTING`-_ -------__,_ ' - - - _ - __ PUGET SOUND E coo of WASy F o Z EXPIRES: 1 /31 /09 DITCH -- =� -- E o. 1 ----- - 18"CONIC_ ESM'T. N - RODNEY HANSEN., P.L.S 0) \ INV= 718.57 1�� INV=117.02 ( - _o _ _ _ _ -_- - 1� ---- INV=119.69 ---- R M=122.50 _-____ _--- \ �_ -I ------_ - -`` Y--- _ -... 12' CONC. INV=120.37 S -- - ___, P.L.S. N0 21464 i 122 - - - - - _ INV=120.10 E� INV=— PHONE: (425) 253-8440 \ YELLOW INV=120.05 W) - -..___ -- -20 86 \ STRIPING _ i a - - - - - - - - - - _ -, NC. ASPHALTSpgRKY s� / DRAINAGE EASEMENT - -- ~--------- \ __ -______ WHITE LANE DIVIDER + r/ - -j - - INV g l\ -(ITS-No.._. 7)_ ` -----_.-__--- \ STRIPING — _ 10' PUGET POWER j — — — 1 .22 —':\ — — — — j --� L=744.52 _ _ ------ — - \ \\ j `� ESM'T. (ITEM No. 8) j I — — —J— — — — — — — -=_�� R-13322. --'- �1-'03' 12'07p- -- 1_�<l�- `—_— --- -- \ �_ \�` -------- —_ _ F4G LINE — - — .---"- — — — o-------------- -- —----------- "�- --- --- _ j 1�7- - ---- ---- ----- \-- --_. -I - - - - - - - ------------_---- ---- -- ------ _----------------------"� 1== ----- _- 128 -----__ - \ EDGE OF PAVII —�---------- — — — —-'---a- -- ----------- - _7 \ 13 \ L EDGE 0� PAVING - _ - - - - 1g0 - - - - - _ _ - _ - _ _ - _ - -__ ----- _ - - - - - - - - - - - - - ' - - - _.__ _ \ 5' SEWF$ EASE ENT PER32 TYP, - - - - - - - - - - - - L�r FLOWLI N E i - - - `-- _ � _ _ _ -_ -_- - - - - - - - - - --_- - - - - -- }- - - - REO.-No. 9203�022 tT79 I ENTRY EXISTING / /----------------- �__�_- - ---- _ - ----------------- --" - jII DITCH--1-------------i3�--- -------------------- - - - - -- ---- -o- j,DRYWELL AND/OR SEPTIC TANK _------/ �' �� I I 15' STORM DRAIN ESM'T. / _ I - -- - ---- ' — — — TO KING COUNTY PER PLAT I EASEMENT (ITEM No. 5) I ,`< __ -SS .� Sr--- — — — — — — — — — — NE - - - -- '-- - - - - _------__ ---- - EXISTING j i.111 \� I j \ \--------------/-------------- ------------------- \ - EXISTING 5 / \ -" ,f / �/� \4 \_ �r / _ - - - �- U _ _ _ DITCH DRYWELL "AND/OR SEPTIC TANK _ —�—� / / \\ `_ — — 13� — -EASEMENT (ITEM No. 4) I - J \ - - - - - - _ _ — — — — — — — — — ECOLOGY — — : - _ _ 20 - 10 I \ / `�� \ � �_`\---___-------------- — — �' BLOCK WALL — — — j ------ _ ®_ — — — — 15' SEWER ESM'T. _ O 13 L-------- I n�_\�'— �SfJ —�\ - - --- - _ ------------- --- //---_ REC.(ITEM No. 15) co 0 _ / - _ PZi� ss41 �ENCYt M11RitJ_ _ _ - -- — -_ _- - - - = -__ - - - _� _ _GR PH�� SCALE to �--GSMH 1 -20 J' RIM=136.06 d SS -I \ i/ INV=121.01 E) 10" 0.1. WATER LINE S I - i i - \ ® � � - - / - �\ / - - - - - INV=121.01 ) PER ASI3UIL.T`> FROM ,��` `'_� --- { EDAR RIVER NATER 8c SEWER DISTRICT---j-i J4010SEWER ESM'T. REC. No. 8502190320 146 _ 13p - I I J �\ \\` �\\ / / \ =_1<18 CONCRETE WOODEN \ - _------__ - __ WALK TYP. CONCRETE- -+ - ! ----- -_ < _ W P. ��------- ------ STAIR CASE o_.- _S�j`=- _ , /- i _ --- RETAINING ,------- __ ` , - - SE ER k a 6 CONC. - -% EASEMENT PER �- WALL ___----------- ---_- ---- _ REC. No: 9Z09202251779 __ \ - \ _--------- - I + ' SSMh{ ITEM No. 16)------- I / N CB _ / ----- / \ , - � -- � -__-- � \ RIM-143.95 +. � �-�__ .._._ _. \ Ri#vf=1;,3.60 --- �G, O J _ INV=141.60(W) - _ I ' / h� �" _,. \ \ INV= f 45.10 S`N - 152 / 15' SEWER ESM'T. �«-ter-- I I \ INV=1 "5A0�NbV - - 1 i REC. No. 9202251778 I / \��� ! I - \ \` ` �\ `� ` \ r (ITEM No. 15) Q/ TgMP. BE C MARK #2 ) / 10' WATER ESM'T. REC. No. 8502190321 CONCRETE �, PAD TYP. ASPHALT � II PRCONCRETE _ EDGE OF PAVING TYP. I _,Y PAD ' 15`1 -__--- \ ASPHALT II( 3 v / V\Y ' PAD j I ,/ - - �� DECK 1 ASPHALT 15' STORM DRAIN ESM'T. U - L " j ! : � J �\ � / I •' � � � _ ' DRIVEWAY ,� � / / / ' ' \56 \C • I -' tCY TO KING COUNTY PER PLAT�' FOOTING •`�ti - - ------ --------f---- 15 CONCRETEN EXSTING ECOLOGY --------------------- PAD i/ / - �' - •i,� -_-O BUILDING BLOCK WALL TYP. 158 ONC. LOR FF=149.7' �ECOLOGY 1.60CPAD UPPER FF=158.0' BLOCK WALL ------------- 162 - _ - _ CONCRETE - ` / ,1�0 \ ,�_ /• j •.� ) o \AC, - '� / o ��r RETAINING /------_---- --'-- WALL CONCRETE i -- /�- _ `_-_' • - - - - - - - - ------- APRON � / i/ _ _ `V •-_------- j---------------- 170 EXISTING --- --- --------------------- �. � ' ! I, CON TE 15' SEWER SEMENT PER / /CONCRETE GARAGE _ - - - - - - - - - - - - .140 j \ 14 Y \ NC. f> I I // RETAINI / j -- - - _ - - - - - _ _ - 40 \ 0 ' o PAD ti� II WALL REC. (ITE No.02)5j 77r9 WALK TYP. FF=157.3' / - PEAK=172.6' /' - 180 �CONIC. CONCRETE 1s0 _ C --- , - \\` ,I J --- �� , `WALK TYP, / I , 1 ' r PAD luu 200 1<Fq -(/- -- 210 • • ` • ` \ l ~" '\ / , / � `' ` -� ' SS - ^r----------.- , -- — -. — -. — �. — — -..- — - - - j ; ---- mis ----- - ,�' CONC. EDGE OF PAVING TYP. t------; - _---( ! - 11 1 11 III „ I I I , , I 220 924'Sg„ E _ 1�a _.., -- - --- .,- ----------, i`— - I-'-------- '� f r'' �•94.430 �/ CONCRETE �/ lrq`\ I _ - - - - - ` - \ •' - - / EXISTING , 1116 --j_ TYP. ` i - - _ _ - _ - - - - - -\�• ' LAUNDRY I � PAD � I ROOM l 180 _- -----_______ _ ` ' _ _� ` --------- i FF=161.2' ' �1 \ PEAK=173,3\11 \ 1 I I I `_�``�`'�,`-�_`�� \\�-� \ \ . �•• . a - / GONG.\1111111 \� \ S 02 22 54 W \ \ 4 PAD '891 50.52 CONCRETE 1, 1 ; ' ' ; �� `\\ -_ `-�\ \ .'\\\\\.\\ ��• -__\ ` ', /- �" �/ ' / 1 I 11II'1j, I', I1 ',, II iI III I;I -�`� - - _ __•���. 150 __•\ y\ \ / , /� / ll I ,-,.I_ PAD TYP.04 160 U)', 170 _____ --- ----_ ---_-- -- �__-----------_ 16U-"-_--/"''I_ -f - ------�`-�-___``\\--;:`\�_--_ -"-"_�-=_"-(� -"-------------�---------- _-------------1Uo ����-- _\ v - -�- - \ - 180_ ------ _%9• • ,� ------ _---- ------ _ _------------- _--------- \ �1"76 I I CONC, 17� _-_-- E - - — -_ ---- _----- ---- ___----------- \� ( ' I I I, PAD --------- ----- -- --- - 190 - _ _-- �,�� \\ � \ \ 11 _ ---"" _ _ - ` \\ _V __ -I-tom LINE r 1 1 STREAM RUNS THROUGH \ , \ J , �80 - __-- ------------- -- ----- _---------------- HALF \ / - \ BENCH MARK ",__" -- __-___ -- _____�________ -- __-------- -_- _ _ -- - _ _- \��� \�- �,� ,-19 i�� -_---- - __--- - 200-- ---- \\ \\\\\\� \ O -LII �_ _ _ ' ,, 1, \I '),f1i,1t1 1�''fI'I 1111p DATUM: NAVD 88 zo, �9_________ _-_____ _- _------ C �\ �\ 11$ ' _" �; I I II I I , I I I `� +\ , � VERTICAL TBM #1 0 \„ _-- _ - ----- _---_----- _-- -_-_-_ - \ ECOLOGY ! N SET PK NAIL IN PAVEMENT \ _`.,\�,', i,, ," _ �' ______------ -_____-------------- _ _ - - - 210 - - - \ ` \' \ 1 f BLOCK WALL KING COUNTY SURVEY CONTROL POINT No. 6276 \ ., �, i - -- __-- _ _ _ _ _ - - '\ \ C \ \ I NORTHERN BOLT IN BASE OF LUMINAIRE SCRIBED WITH A ELEVATION = 142.59 FEET �' \ ` \\� J,, ,- i - 210 - \ _ / , STREAM RUNS THROUGH _ _ _ _ _ _ _ - 1 `, Z X AND STAMPED KC-T-30 1996 , LOCATED S.E, OF TBM #2 \o;���/;; ;��' i ;, 18" CPEP CUT IN HALF ---- _ ----- _ - _ \ \ \\ `\\ \\\ \\ \\\ `\ lZJ \` i 'rll THE S.E. CORNER AT THE INTERSECTION OF MAPLE VALLEY SET PK NAIL IN PAVEMENT _ _ _ _ _ \` 1 ` to ' ` ' \�` \ I HIGHWAY (SR 169) AND 1 61 ST AVE S.E., LUMINAIRE IS = ' `>r��' 220 \ ` �'� - 1 0 \ ' ELEVATION 153.62 FEET \ ' I 11 ' o' 1� 1; tl 11,' 'I N1` 1' `, 1 I I I I \ 0 111 0l LOCATED 1.0 SOUTHEAST OF THE BACK OF SIDEWALK, STREAM RUNS THROUGH c ELEVATION = 121,48 FEET \ " I I " 12" CMP CUT IN HALF o 1 � t � , \, I ', '. A V �� v 1 � �, 1 `r 1 � ' MATCH LINE SEE SHEE7 9 U a Z Q J C i U N N �ONI 00 O O�3°'°' >- 00 U 2W �0-=w Lu Q m mmQZ 0 Oruro U- I=X(00.. PROJECT NO.: 07093 DRAWN BY: HCB / BCS ISSUE DATE: 04-02-2008 SHEET REV.: EXISTING CONDITIONS P8 SHEET 8 OF 9 033 £60LO TZ :5£ :60 800Z/60/60 MATCH UNE SEE SHEET 8 I, D 1779 . I i I I; i I► I 1 11 ►� `\','�� ','� 1 �I I I (ITEM,/NO. 16) -- ►I I I I I I I► !I '1✓ ' I ► I I ' 1 �'' ' 1 � 1' 1 / i' I I I I , I , I , I I 1 I 1 , 1 , EXISTING , I I 'I � 1 it '1 1 1 1 \�•,' / �' ,\ GARAGE N I 1 t FF=189.8 1 I I I I I I I 190 I 1 1 , 1 ' ► - � � I I � I I l C� 1 \` ry q I I I I p 196 EDGE OF PAVING TYP. I ' it \\ \` \` \\ III1 '� I '� _ _ - 1Q� ` 'I , I \� I ' ' I ' I ► I I 207 it z Zj v I (/1 I I I I 1 CV j 0 WELL 1 i i N O 7 I• N CA) D 0 z �_ -h r Nn o , o CO) n CENTERLINE STREAM � r o (2 % - WIDE) � ! r j� V1 i rn o E` I I � 1 + r I I i 1 t -0 =r0 m t O�Z x ,3 �a m Z n �`'5��0 S Tq l 'Pp0 1 -p OD 0)M �O�4h. a ` Cam,, S 86• / � N 21 16 E 2 01.05' 0 2 m M � c- m z MCCORMICK PLAT Pacinc oQw m z m —I < m z ,�► .. pDesign., LLu co n o KING COUNTY 0 v ' }v FOR:TII: gil"�.-z - � - Ci l En tin O _ N ROBERT McCORMICK Manning Consultants 0 N SELAH WA 98942 z PHONE: (509) 945-2217 co Phone: (206) 431-7970 Fax: (206)388-1648 15445 53RD Ave. S.Seattle, WA 98188 www.paceng.com M m 5 cn O z r� f _V 91 4 4 ° 4 4 4 4/ 4 4 4 ` 4 4 ° 4 CHAINLOCK TIES MIN. 1.5 x 1.5 IN. APPROVED STAKE MATERIAL ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDG E OF THE ROOT BA LL AMENDED BACKFILL 1 W — DEEP ROOT BARRIER_ (PLASTIC), # AS REQUIRED (MIN. 4'0' ). SET 1/2' BELOW GRADE ON SIDE TO BE PROTECTED. A ENDED BACK FILL. COMPACTED M TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 4 �� 4 4 4 4 4 4 4 4 4 4 14 40 °4 It - - I _k,� I . ! o z S >; a > T A x R00 B LL l I. TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE LONG ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. DECIDUOUS TREE PLANTING NOT TO SCALE EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE T REJECTED. DO NO COVER THE TOP OF THE ROOT BALL WITH SOIL. 4 IN. HIGH EART H SAUCER BEYOND EDGE OF ROO T BALL. — • FINISH GRADE PLANT PI T WITH ANGLED SIDES ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8 IN. INTO PLANTING HOLE. SET TOP OF ROOT BALL FLUSH TO GRADE 1-2 IN. HIGHER IN SLOWLY DRAINING SOILS. �_ ��f B&B OR CONTAINERIZED SHRUB, TYP SET ALL PLANTS AT NURSERY LEVEL — R SPECS MIN 2 3 OF MULCH (PE ) I/ SHRUB ED SOIL PREPARATION DEPTH (SEE SPECS) FINISH GRADE I //, , DEPTH PER SPECS �— REMOVE CONTAINER ROOTBALL DEP rHL COMPLETELY OR REMOVE BURLAP, WIRE & STRING FROM r TOP 2/3 OF ROOTBALL - y� NATIVE BACKFILL WITH SOIL AMENDMENTS >1I ',,; (SEE SPECS.) . ROOTBALL + 1'0" (MIN) - UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT . a ROOTBALL WILL NOT SINK) 1111, SHRUB PLANTING 3 NOT TO SCALE P :: ,. I , -. 4 r -' : `�IT L T 1 t'; r,, PLANTING/ PLAN NOTES: i�11 - . . Planting shrubs roundcovers shall be deemed as new topsoil/compost cultivated into t`�` 1. P g soil for /g_. existing prepared subgrade. Trees shall be pit planted with prepared planting holes being a -_ C. — — _ - - - ,-. DP 111 ;T TJ _. ' minimum twice as wide as the rootball and at least nine inches (9") deeper. =� - _ - F _ 2. Soil Preparation: Planting Beds: Determine attain shrub bed subgrade and cultivate to a ftil,,:T= 1{1I,i_: >j P 9 / 9 - — — — — ?,. : RAP p� ELLOW 5T v two inches in , minimum depth of ten inches (10 ), clean/ remove all rocks, roots, debris over t ., ;f `, Aces ,., y te,l ,, ,r.." , , ,-- - - - WHI T ' E LANE DIV. r .. J -cXl.- N , diameter. La a two Inch 2 depth of Compost over entire bed and tell again to a minimum --._ -TRACT - �_ RACT F °, Y ( ) P P ;4 .., .i A�'(;7Vv� 41 U1"dF Gr;. : r:,: i > I ... -: .: QPEN SP '< _ l._... TRACT ( TILITIESJ // ,....,: _ ._ 3720 SF" .+.. -: - --OPEN' SPACE 3 ___. depth of ten inches 10 to incorporate Compost thoroughly Into grade. Then la a two Inch Irft t �, ,,.: " tit _-__ __.____ _ - P O P P g Y g Y _ t , It ! . ,� a _ .. 'X ti� , a 1 i X _. .. of Compost and tell again New Lawn Areas: Same as above but use a three (3) depth of ; : y _- P g f T - - -- - f: I C} first lift of amendment. � 'Winter x soil for the fir � � A Mix' to r- � , . � > , P RV • w 4-2-2 A ro Transplanter as Fertilize all Installed plants during backfill operations with TRACT A , � ` � � - ' 3 P 9 P9 P ,, : , �bETENTION:� r < +-r t ,/ recommended b Manufacturer. A=2°95°t SF a ,r, - Y � - I / written change > J 1a .. e only on the ritt i materials and placem ent shall be mad + r changes n 4. Substitutions o Y ` ✓ ' ;. I14 -I !.': W and Owner. e orders as agreed betw een Contra ctor, Landscape Architect { 1 P 142. E T ,„ 'mulch'. :a, T , `< ul .. » :: K f' :wl I ­"� 5. Mulch all beds with a minimum 2 inch 2 depth of approved mulch . Finish grade of mulch I 1 t � >, ... :., r TRACT.. E , - } . ._... t :., with lawn S . = 'oP SPACE&unLnes . shall be 1 below adjacent hard surfaces and flush -N . I . , . .,.;, ._ f,:,:- :. ...� . ,� ► _ _ -.. A=,'41.60±'SF , / {` ems'„•AC`i'i. , /- .. •_ �' ,.x .. weathered ranite with flat surfaces suitable for I _, �° 5 UTILITIES - x ° ,' e i neous boulders or - E 5 - 0 s. Shall b _ _ � - : °P 6. Rock Outcrops: „N P 9 9 _ _, \ z. - , 3 »< t S \ Minimum dimensions shall be 24 x30 x30 . Set rocks as directed b Landscape Architect - m �;:- RAT \ seating. Y P I , ,,`; G-I E- F;c, .,1, 1 4 r , . AC 5S 0 L E5 _ %r K _ � ,I A-1 e sF + c : i. C�? 18 21 above finish grade. - - - _ . ;. @� F as directed b Landscape Architect. . O 4 . _ ,.:: _ 7. Stake trees "� (I ,. Y P !� , - y r ,r u I I \ -'r 8. Maintenance: Provide landscape maintenance immediately after planting and pruning, resetting r. is RKINAIL( FAVEAENT , ', t .. .... .,, - r,- •a ,. �'ELE, iION = ",7 2_ ' 0', .: r • • - .-, _ �� ,\ — w debris as required - � adjustments to staking and removal of weeds/debris of plants, restoring erod ed areas,I P 9 J 9 / q iy 4' 1 e \ \ w maintenance includes � -.. _ an 30 days. Lawn m ��, s for period of not less than '� w of plants _-11 ` r for health growth P Y ,, :.. , 6' .. � .. -' :• � . y„car ,`. Y9 P 3 „ _.,_,-- tIIIZ atl0n. w d fey .:.. - .. �.,-.. � ., ...•......:�., ..... , I,. mo ins min. 2 an � ,< � ��� ��r , 9 ( ) ,,g. V O �.. es shrubs and roun .. ,� i , retains the right to inspect trees, � Q v 9. The Landsca e Architect r g p g y . V C,. I s but is not - Mw, 4 :: w requirements for plant size and quality at an time. This include � __ •.__ ._r, _o.�- � m _-::�.... �'_ d r'� P q Y Y 35 _ compliance with requir � � , _ _ _. Gj � / :, Pzs• limited to size and condition of rootballs roots stems, insects, latent injuries and defects.'34 /� ...' U ? 4+ _. ,,:, / _ _ Remove rejected material Immediately from project site. _- / I ` ' -- = 8 7 •j. ,, ., • 1 , ,,,..: w' w planting, at Contractors ,, / . J -_ .._-. - J I " o I . 10. Replacement of Plantings: Remove from site and replace with ne P 9 P P 9 l50.9 y „` ._' - - - .- />> or in unsatisfactory condition as determined b Landscape ; ; . >rf, .. ex ense, any plant that is either dead o in y Y P ;; ,,, '. :r, I =1: _. t P t : .; �/., Architect as soon as conditions permit within normal planting season. All replacement plantings A 3 �- ti P P 9 P P 9 , ,, ,1 / �v I J as specified. Identify these replacements and X-,-11-1-1 are then to be under reinstated guarantee period, P Y P 29 , .26 27 ,:::26. 25 : 24 23 I L " �'. Q whatever necessary steps to prevent similar demise of plant materials. �/ .�: I I ,: I I� it LI I take r n Y P P P _l. R r- 11. Warranty. This Warrant shall include replacing and planting same size and species of plant _„_ , B - "_1I, -,..., .. _ h Landscape Architect. Except _ ,,, material shown on Drawings that is designated to be replaced byte p p U �- v severe climatological conditions 20 year weather charts installed - °,: - ✓ t., for loss due to excessively g ( y ), a - defects e growing season against uaranteed until the end of on}... . �.�,3�' ea , ; , ,�_ - , plant materials are required to be g g P:. , /.� r ,�...�F,:AI_ - ..� . , . , and unsatisfactorygrowth, except for cases of neglect/abuse lect abuse b Owners others. All plants _ �� :„��E{. t , 1�: 9 P 9 / Y / P - - .. i� �t la I �r ,�'S .._...._-. - -` replaced shall be reinstated under plant guaranty conditions.1.':.'.;•.. P P 9 Y oe,:` _ , , '',. O �. , GENERAL NO s &T �LITIE GEN TES. __ ' t 791 ± - ? i..f , r , 7:: Coordinate work with other trades as required. Determine location of underground q 9 1+� r �• /v, Ncaa i utilities and perform work in a manner which well avoid possible damage. Coordinate ,, } ,. .�• - ' „_.-I. — w with Utilities Underground Location Center and Owner for locations of existing , . , - - r " i g 9,._ Pa .[,S,�t n.a,. " w_ - / x :.y - GF 1� - round utilities, etc. servicing or routed through the site. :,< ,. - - ,' , 0 ._. 3 _7 . underground utlll I 9 9 > .. , , . , , _. ___. _ _ -...,_ ._. _... . , I enta:r:av * Provide protection of all property, persons, work in progress, structures, utilities, SCALE: 1" = 60'— 0". walls, walks, curbs and paved surfaces from damages incurred arising from this work. NORTH The Contractor shall pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building clean. Protect site and adjacent __1­1 b�ZS �t properties 9 P P Y _ - - 1�_? _ ro erties from damage due to construction operations, operations b other � �, _3 , I„_ � �, ,,y ,;_� �_�' ;�•, ____- - Contractors/trades and trespassers. Unfinished and completed work shall be — I 0-_ . __ - --_— rotected from damage b erosion or trespassing, and proper safeguards shall be _ . 1. erected to protect the Public. _ -- I,, - - _... * - ---- _ _ Immediately notify Landscape Architect in writing of an Staking and Layout: Imm Y Y P 9 Y -- __ _ _ . _ 1 ! Vr\ - -- - - S - ..-- - ' ­11 variance between tans and actual site. Landscape Architect has the right to adjustI 1_ - 1 the location of elements. Verify layout with Landscape Architect prior to any -'-- Y Y P P __ _ _ _ . _ ; 1., .- installation work. " I:) ,, r_. ,_ - _ _� conditions as satisfactory to receive work. Do not install an1. ` r.1:1 f° Verify installation con y y1-1 Y _ - _--__" -- - _ __ - _. site elements until any unsatisfactory conditions are corrected. Beginning of work _ _ -__ ` I.. ° ­11-constitutes acceptance of conditions as satisfactory. When conditions detrimental to — --11 _ _ __ - � -, --' I , r 11 ','7 1 plant growth /contructed elements, are encountered such as rubble fill, adverse ;,, -..l , `, - " conditions, or obstructions, notify Landscape Architect.1.r I I I - i IRRIGATION NOTES: -- �Is \ ,. '11, _. . 7 * Installation to 1 - Automatic S ra Irrigation System. by Bidder Design. Design/ ' P Y -- �, 9 \ i , .- ' ) I. �.1 e{ provide full and even coverage per best trade practices. Coordinate with General - 1Q P 9 P ,1�1 Contractor the size and location of the Irrigation Meter. Coor dinate with General r Contractor the provision of electrical service mounting of Automatic Controller. " 13 x _ .. 12 SET Al Sleeve under all pavement. Use Schedule 40 PVC for all lines. Provide an accurate, -' 1< - ' 1. I I. neat and legible 'As Built' record plan showing layout and locations of installed , '1. - ,. , . ,. elements. ---_ I", ` .,a.. J: 11 r . a... c t ":....., .5., ,.. ° o JUTE FABRIC UNDERNEATH �,' �. 9 BARK MULCH ON SLOPES t° . I 1, ' OVER 2:1 . . -; - MIN 2' MULCH (PER SPECS) -.---i -7 I- '! FINISH GRADE • TYPICAL GROUND COVER PLANT SCHEDULE . — r' - PLANTED AT NURSERY LEVEL --- -- + I i^(. Qty. S mbol Botanical Common Name Size RemarksJ '' - I I I ' _ - -- ____-r --- _ TREES ACCESS �c UTIEI' 15 --- - I - _ -- r ,, r f �` - i 91 S F I _,; A 21 + h ,, PAPERBARK MAPLE iseum , _ I —SOIL AMENDMENT MIXED WITH Acer gr min. 2 Cal., Single trunk __ -0 ______ - __ -- NATIVE SOIL (SEE SPECS):7 °� � - - Su ace:T ;» rail\wi TRACT J - SUBGRADE SEE SPECS min. 2-1 2" Cal. - lif i ! %/ Timber Rib rS___ a ACCESS c�c UT L T E SCARIFIED ( ) Acer c. Queen Elizabeth '/ MAPLE / _a _ PER LANDSCAPE TYPICAL SPACING ., �'{ ' °# r% �- i- r� l� I` J �- — r: o_ • o_ ° smr,l n(s) 11\ — , 8 PLAN „ 85 F xact n oc 1. ° b wi % ' o fit e deters Ined by fin, o ---- ---- -- . _ 0» a i -- GROUND COVER PLANTING Pinus contorts/ SHORE PINE min. 6 0 h t.Pnc - ,o ; '_grading pn'adjacent 10, 1. NOT TO SCALE 0 t r ° 1` 4 , : ` y�y� ° ""% I �� SHRUBS / G R O U N D C O V E R S' -7,, J ,)— I /I'' °° t jtl ,� �'��il `�` I`( o I I 0 W /11� Corms 'Elegantissima' / VARI. REDTWIG DOGWOOD min. 5 stems ®36 , . 1 1E-.__,_ i_J L I ' If I W I v JAPANESE HOLLY — 6 • ° W W Y W W: W; -. - . I i Ilex c. Con exa BOXLEAF JAPA P P . l v ✓ �` / min. 18 s r. compact , ,;11 1 - Picnic able 1� I � w Myrica californica/ PACIFIC WAX MYRTLE min. 36" s r bush TA _, - y W y . W W W , 4 � -1 s y W . t :;, ,' W y W , y . fil Nandino d. Compacts /HEAVENLY BAMBOO min. 24 hgt • i— W ; spade W ,` �© ;' ; t � `, 0 9 Potentilla f. 'Kobold' /SHRUBBY CINQUEFOIL p p W- . y W W Q min. 15" s r., compact \ r� W W , W ° » , » ,f ° ° W W W W o W i , r W W- �1 � W W A. W Taxus b. Re andens SPREADING YEW min. 21 s r., spreading form s - - - i W. ... L W „ W W . W Thuja o. Emerald Green '/ ARBORVITAE min. 6 0 h t. W _ _ W ° , , a W W :4 +, _ r g W W y 3 16 - y_ T n (- r n r'? :I `,J ' I � .. W w `Z - 4.� ._ _ y / W W , �. W W W r '� r W W y as needed ® Mahonia re ens CREEPING MAHONIA 1 al. 0 18 O.C. _ "-- �,� J� = ,- \ % —i P / 9 W / 0 "y y W W W . Lawn :. y W y W ,v, �I \ y 11 W a W W W a _.. W W as needed © Pennisetum a. Hameln / DWARF FOUNTAIN GRASS 1 gal. at 24 o.c. - yay_ W W I �/% o /t I � �( / I , . . W . - -- --- --- ___._� - -- 1 —y * Plant sizes are specified per the American Standard for Nursery Stock, Publication —May 2, 1986 -- --- a _- r c W Ff ` Q ,- _ / , y/ / I j /, \,\ sponsored by the American Association of Nurserymen, Inc. _:.Y :, * If plant quantity shown on schedule conflicts with what is represented by symbol on Plan, the _ -- ----_J ; ��� - quantity represented by symbol shall be used. 4 J - � - , _ _-__ , � . i /� % `_ i /y -1 t, Kecreati�on Area Detail - J 0 1 0 20 40 60 SCALE: 1" = 20'— 0" NORTH 0 -F '' '','!� OI. II Q rin'U ��W � '' I _ ., I I �� : I c� O n' } W. +I I to! :, � . � �. ( -. O I lII I U �I 5 I UI'li : ',; I Cfl : I �I r STATE OF Glenn Takagi Landscape Architect 18550 Firlands Way N. Suite #102 Shoreline, WA 98133 (206) 542-6100 FAX: (206) 546-1128 C M 0. M O CL ■ -1-0 ( (1) L. p U U 1-,..� 0� Project No.: Drawn: GT Checked: GT Drawing Issue: 09.05.08 Revisions: Q— XX.XX.XX A- A - Sheet L 1