Loading...
HomeMy WebLinkAboutLUA-08-140 2 of 2_Large FormatSite ar~a (In square feet) is 1.he grass nori;zontal area of ihe project si~e, I. Site i\rea (K.C.C. 21A.06.1172) Site area (in squc1re feet) is the gross horizontal 13rea of the project site, les:$ S\tbmer~ed lpnds ap d1~fin~d !)Y K.C,C. , 11\.06.1265, and less are,1S which are required to be dedicated on the perimeter pf• prqjeit site fpr pvbllc righl;-of-way. Calculation: II. 0 square ieel in submerged land (,ny 1,n/ belmv the orpinary i,gh 1•,,ter /11qrk .--- ·!88 K.Q.C, 21A.OG.8,5.) , ---~-square faei in perimeter riul1is-of.way wl1ich will be renuired to be d1adicatqd (are 9 30 fe~t from renter line of road I , o Total -~--- /r,,/o. 91,5 G•oss horizontal area ornie proj;,ct site _;!...---..,---.... Total submerged lands and 1'ightz,-of-v1ay / ~ f.c,1 "lta5 Siie area in squ;;ire feet NOT~: To continue ca!culqtiops, c;:orwert site area in squ&re feel lo acres by dlvlqing by 43,560 3. Sz.. Site area in acres s0se Density (K.C.C. 21A.12.030 -.04Q tables) The base density is determined by the zone designa1ian(s) for the lot .I/ du/acre Ill. Allowable Dwelling Units and Roµncling (K.C.0. 21A.12.070): The base number of dwellinrJ units is calculated by mul(iplying the site area by jhe ba;e den;ity in d)Velling units ner acre (from K.C. C. 21A.12 030 · .040 tables). -=3~· e~z~_site area in acres (see Section I.) X ___,.'}_~ base density (see $action II.) /5.Z-B allowable dwelling unit, · · · When calculations re:sult in a fractio11, the fraction is rounded to the neamst whple rJUfTlber a~ fo!lowf: 1. Fractions of .50 or above shall be rounded op; and 2. Fracl[ons below .50 shall be roul'1ded dawn. IV. Required On-site Recreation Spoce (K.C.C. 21A.14:180): This section must be comploted only if the proposal is a re.sidential d~vE11opme11t of m9re !han four qwellinij units ip the UR and R zo~es, stand-alone townhouseS in the NB zone on property dp,signajed Cornrnercipl Out~ide of fenter !f more than fo.ur units, or any mixed uge development if more than four units. Rp.creatipn spai:e must be cornputeq by multiplying the recreation sµace requirement per unit type by the proposp,d number oi such dwelling units (l(C.C. 211\.14. 180). NOTE: King County has the discretion to accept a fee in 111,u of all or a nortion pf lne require/ recre,tion space per K.C.C. 21A.14.185. Apartments and townhouses developed al a density greater than eight ynits per acre, and mi:<ed us~ must providi recreational space as follows: 90 square feet X 130 square feet X 170 s~uare ieet X ---- ---- ---- ---- proposed n\1mber ~1f studin and <rne beqroom ~nits proposed n1,1mber ~1f two ~edroovn units proposed rn,1mber (If illreq or more bedmom units Recreation {)pace fequirtiment :: Residential subdil/isions and townhouses developed at a density of eight units pr less per acre mJsl provicJ.,3 recr~ationaJ spJce as follows: 390 square feet X --~-prnposeq nurnb~r of ur1its :: 13, '!'10 sic f\llobile home parks shall provide recreational space as follows: 260 square feet X --~-proposed number of units 0 V. Net Buildable Area (K.C.C. 21A.06,797): This section is used for computing minimum density and must be complp,led oc,ly if thf site lj located in lhf R-4 t\rough R-48 zones and designated Urban by the King County Comprehensive Plan. Tl1e net jJuildaQle areq is the site ar,a (see Seclion 1.) less t11e iollowing areas: Calculation: VI. 0 ----areas 1.vithin EJ project site i.yhich are reqqired to be dBtjicated for puliiic rigb\s-of-WflY in excess of sixty feet (60') ol width + o sensitive areas and their buffers, to the extent they are required by King County (v remqin --~- undevelcp13d + :2 (,, 1.,'57 areas required for above ground stormiiater control f1,cilitie1 including, buj not liljlited to, + + + retention/detention ponds, biofiltration swale~ and setback~ from ~uch pqnds a~d swalf3s '-/, ~$5 areas required by King County to be uadicated or reserved ,son-site recr~alion µreas. peduct area 1Nilhin storm water control facility \f requ~sting rpcreati~1n spa~e credjt as allpwed hy KCC 21A.14.180. (see Section IV.) 0 regional utility corridors, and O other areas, excluding setbacks, requil·?d by King County io remai~ ur-;de11elopeq = "30, ~" Z. Total reductions /1.k,, ,Jr,5 _silo area in squwe feet (see Section I.) -3<>, 1<12. Total reductiops :: f~; 72.3 net buildable ~rea in squar<:1 fee: NPTE: convert site area in square feel to acres liy dividing by 43,560 = 3 , //b pet bui[dabte ,1rea in acres Minimum Urban Residential Density (K.C.C. 21A.12 1060) Ti1e minimum dens:ty requirement applies only to the R-4 throu11h R-4~ zones, Minirrr.1m density i~ deter~1ined ~Y multiplying the base density 111 dwelling units per acre (see Section 11.j by the net builqable area of tt1e site in acres (see Section V.) and then multiplying the msulling product by the minimum d1msily percentage frqm the K.C C 21A.12.030 table. The minimum density requirements may be phased or waived by King Cpunty in certain cases. See K.C.C. 21A.12.0UO. Calculation: '/ base density in dulac (see Section 11.) X ::; , 11"' ne\ buildaple area in acres (sei Secli9n V.) ·--- = _ ___ll.:.!:J:!&._ X minimum density% set forth in K.C.C. 21A:12.030 or as 9djuste1l in Se~tion VII. = /I). 51 minimum dwelling units required -~ NICHOLS PLAC.E PRELIMINAR'( Pl-AT SE 1/4 $14-1-23Ny-.R5E l_o t 7 VIII. Maxim~ Units Allowed (Kc C 21A 12J!:i0 040)· This se,;i:ion should be completed only if the proposal includes application of residential density in(.--enlives (K.C.C. 21A.34J or transfer of density credit (K.C.C. 21A.36 or 21A.55). Maximum density is calculated by adding the bonus or· transfer units authorized to the base units calculated in Section II!. of this worksheet. The maximum density perrnitttd through residential density ir,centives is 150 percent of the base density (see Section II.) of the underlying zoning '.Jf the development or 200 percent of the base density for proposals with !00 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section IL) of the underlyng zoning of the development. ---~O base density in dwelling units per acre (see Section 11.J X 150911 O maximum density 0 maximum density in dwelling units per acre X 3.8215106 site area in acRG? o -rr-,ax-i~rn-,-m-dwelling units allowed utilizing density incentives (K.C.C. 21A34) ----------~ 0 base density in dwelling units per acre (see Section IL) X 2007~ O maximum density 0 maximurn density in dwelling units per acre X 3.8/ site area in aci:<:.ES a maxirmm dwelling units allowed utilizing density incentives with 100% affordable units ('K7 .'cCcc.Cc-.-c2cclA7 .~3~4)--·----=- 4 base densily in dwelling units per acre (see Section JI.) X 150% = 6 maximum density -~-~6. maximum density in dwelling units per acre X 3.8215106 site area in acitli~ :;;-22.92906336 maximl/11 dwelling units allowed utilizing density transfers (K.C.C. 21A.36 or 21A.55) -------~===.c. Calculaion: ______ 15~ base allowable dwelling units calculated in Section Ill. + 0 bonus units authorized by K.C.C. 21A.34 + 8 transfer units authorized by K.C.C. 21A.36 or 21A.55 23 total dwelling units (cannot exceed maximums calculated above) ------ APPLICANT: PROJECT MANAGER SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMBl:R OF LOT$: zqNING: SFD: TOI/INHQUSE CUFsRENT: PROPOS~D: PROPO~ED LJSE: SEWAGE DISPOSAL WATER SYSTEM: SCHOO~ DISTRICT: FIRE 01;,TRICT TELEPHO~IE SERVICE: POWER: N~TURAL GAS: CABLE TV: U.S. Land Davelopment /\ssocisles Howar\l Stan1bury/f1licha~I Utt P.O Bpx 22200 Seattle. WA 98122-0200 (206) 726-1445 (:enturlon Developry1eni Service, Michael J. Romano 22617,Sth Dr. SE. Bothell, WA ~8021 (425) 486-2563 SE 1/4 S14-T23N-R5E 400 23 0 R-4 R-4 SINGLE FA~IILY RESIDENTIAL CITY OF RENTON KING COUNTY WATER DISTRICT #~O RENT0Ni1S$A0Uft,H KING ~OUNTY FIRE D1$TRICT #25 QWEST PUGET SOUND ENERGY PUGET SOUND ENERGY COMCAST ENGINEER: SURl/1:YOR: Maozous Englneeri1g, P S Robert Parrow 13428-i5th Cl Mukil1e9. WA 98275 (425) 745-5872 Qryco Survey Larry swgent 12714 Valley ;\venu,J Eas\ ~umner, WA 98390 (453) 8?6-0300 \YET !pETENTION POND TRACT , . . /\REA WITHIN TRACT J\REA WITHIN 100 YEAR WATER SURFACE J\REA WITHIN TfACT & OUTSIDE 100 YEAR WAT[R SURFA~E 145 26,257 SF 14,422 SF 11,~35 SF (' J ~ LE9ENO·-EXlpTIN(; w tJ) w .~ ~ p LJ,6TH ST .. ~ SE 12~TH ST ' . ' BASIS Or SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORD OF SURVEY, AFN 9508099008, KING COUNTY, WASHINGTON. BASIS Of BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14. AS SHOWN ON RECORD OF SURVEY. AFN 9508099008. ROTATED -0'18'49" REFERENCE SURVEYS PLAT OF CAAOLWOOO; AFN 7908280585 PLP.T .OF ROSE GARDENS, AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORD OF SURVEY, AFN 9508099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT IRENT2105 ELEVATION 468,87 EQUIPMENT USED TOPCON GTS 36 TOTAL STATION & HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAi DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER. OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH. RANGE 5 EAST, W. M" DESCRIBED AS FOLLOWS: BEGINND-IG AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER: Tl-ENCE SOUTH 00 "25 '21" WEST ALONG THE EAST LINE OF SA!D SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF n-:e· snunasr QUARTER. 135 .66 FEF.:T TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88 •07•59H WEST f'AAALLB.. 'NTIH THE NCATH LINE OF SAID SOVTHEAST QUARTER OF THE NORTHWEST QUAATEFI OF THE SOUTHEAST QUARTER, 653 .60 FEET, MORE OR ~ ~ 1,'. LESS. TO THE WEST LINE OF SAID SOUTHEAST QUART~ OF THE Na=ITHWEST QUARTER OF THE SOUTI-JEAST QUARTER; THENCE SOUTH 00 '27' 05" WEST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF mE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267 .00 FEET: THENCE'. SOUTH 88 • 07' 58H EAST PARALLEL WITH SAID NORTH LINE 653 .72 FEET, MORE OR LESS, TO IBE EAST LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF TI-.JE SOUTrlEAST GUAATEA; THENCE NORTH ao· 25' 21" EAST. ALONG Tl£ EAST LINE OF SAID SCUTHEAST QUARTER OF THE NORTHWEST QUARTER OF TI,E SOUTHEAST QUARTER. 257 FEET TO THE'. TRUE POINT OF BEGINNING. EXCEPT COUNTY ROAD (160TH AVENUE SOUTHEAST) SITUATE IN THE COUNTY OF KING, STATE or WASHINGTON. MONUMeNT FOUND TljlS SURV~Y WA TE;R Mf:TER M WA TB;R VALVE FOUND PROPERTY CORNEil: I'S INDICATEp SE"[ REBAR & CAP LS# 6228 SET PK & TAG LS# r228 ELECTRI{; MgTER . POWER POLE S;;, .9qo w tJ) ~ <( Fi ~ ..., $ UTILITY POL~ 1.H.f/RE HYDRANT Ir" WA ToR Tl!E W/ CONG. BLOCKING •-GUY AN¢HOfl lci PHIDNE jOR <;:ABU;: PEpEST/\L FtRlc HYDRAMT (~ f.:L WATER VALVE • (;A TGH B,!\5/N 9 MANHOLE • (;LEANOUT [ (;AP ST li2J WATER ~ETER 11!1 CATCH l3AStfl OR INLf:T riJ GA$ METER pROPERTY LINE (PROPOSED) /.OT ~/NE (PRQPOSED) DE(::tDUOUS AS QESCRIBEO ---L -OVl;:R HEAD ELECTRIC LINES -7 c-EDCE OF PAVEMENT -X"·-CHAIN LINK OR WIRE FENl~E -o-WQOD FENG~ . -W--WP(fERLINE -SD---·· ST()RM DRAIN 177Tl7Ti'Ft/ BUl:LDJNOS )==C CUL.VERT --,1j,.--CO(HOLjR Ll!lE EXISTING LOT LINE/ROW 1. BUILDINGS MARKED WITH AN * WILL BE DEMOLISHED, DRYCO TOPOGRAPHY BY GEORGE W, DRYSDA~E, DRYCO P.L.S. Su,rveying & Mappil}g 12714 VALLE'( AVENUE EAST SUMf\jER, : WASHINGTON 913390 (253) r26-p300 FAX (253) 826-970~ NICHOLS PLA,CE SCA E: 1.'=50 DAT: 5/15/03 23 LOT R-4 PLAT WITH TRANSFER OF DEVELOPMENT CREDITS MJR PREPAR[P FOm: 1,J.S. LAND D VEL:OPMENT AS OCIATES P.O. BOX 2 200, SEATTLE WA 98122-0200 CENTURION DE • E"LQPMEN SERV CES 22617 ~ 8TH DR. SE., BOTHELL,. WA $8021 (425) 4~6-2563 OFF. L03P = ·~AY 19 2003 K.C. f,l.D.E.S. j__l / r-"-···--~ ........ _ _. /_f211TFALL 4A I I,</ '-,/ -_·:·1 ;.. /"-. . I • ·-•~•-·•··~-•••e•••,•-·-••• )\ -:;·;··') !1 I'.,.. .1;r N ,_/ '\rl c, I L l'F ·;-1_17---171; / [)/"'/''f?CA T /)!/ ,../ ..... IL V h. I r\Lv,\c ·· 1/c,..1 \ LIVE STORAGE: 5"':>,'5o'5REQU/RED: §4,4-l!f CF c14, l%,PROWDED: -55;(33-1· CF DEAD STORAGE: CB 3-- CONT!rOL ST!rUCT/JRE SEE DETAIL, THIS SHEET. SE 1/4, SEC.14, TWP. 23 N., RGE. 5 £, W:M. ' :·--, , .. , _./ ,, ·~ .· 460 -C.....-'.,.:._J~_ 455--------/ w :s.: "C -~: 450 I~ 1: ;52 -_ 445 I : -, INSTALL :fT/J, /(/NC COi ,TY PERMANENT SUNFACE iWA TEI? CON ~ POND 5lCN IN ~ CORDAN_ c_'E __ W/ FICUR 5.3./.D OF THE 98 KING, COUNTY WA R SURFACE . F'" "f "", 440 '_ 15' WIDE Dil!J,GENcY·-- SP!LLWAY/~cctss ROAD. ' SEE DETAIL f/i!S S/IEET. -- A/ ca,2 ,_ ---•f'Kov1&{ -P/i!./v/3 A-f vr<op foR llf1 <;1/',TJo,J CB 11 . ,' ·: ----'~-----C:- 450 ~ ·······:.::.'.:] " <o ~ 445 -------- ......... ., ..... --- -----------------·---.-·-----·-- --4'i:>1-~;;, ~ ~ ________ D1_i51GN W.S. EL. -4§H)-_ .51 __________ ~ ~ EL. 447. O ,/· POND CROSS-SECTION A-A ,,.::::=,,, SCALE: HORIZONTAL: /"=20' 1/ERTICAL: /"=5' --- 'f:,\.~:, _______ DESIGN WS. EL. -4§1* _ _ _ __ 'Sl ____ _ _WATE_R_OUALIT'(__W,_$. _ -,~~,.,.,.,--,-.,,,-:¥--~..,.,...~.,...,(' EL. -#,7.-t!-4'-\,. ~:, ---,- "'i -·- BOTTOM EL 442.0 440 /' SEDIMENT STORAGE / ,, ' 6' BERM EL. --f,§2;-{}- "1'58. l I -----___J --/' ?~ REQUIRED: 12,866_ CF PRO WDED: -fr,952" CF .>/: Ml'--Cf, 5 ff T• THE EAH cLOseR 10 1//f: ,;p11,LwAy PER D/~ctl5,1011~1T11 435 PONDGROSS-SECTIONB-8 - \.._/ c___,,, IS,471 SCALE: 1 " 20' D£TEN110N POND PLAN 0 10 20 40 \--I I I • SCALE: 1"=20' f?.'EHoVF: SH/IPI/Jq OA/ f-!N/JL C17P.llec1Go HfLAR. 2" ASPHALT EMERGENCY SPILL WA }j/ ACCESS ROAD DETAIL NO SCALE GRASS SEED MIX OPTIONS SPECIES NAME CULTURAL INFORMATION MIX 1-WSU MIX 2-BARCLA Y MIX J-IMAGINE ~ DWARF PERENNIEL RYE 'BARCLAY' SPREADS LATERALLY. UCHTER GREEN-YELLOW COLOR. JOX lOX -- (LOUU/.1 PERENNE 'BARCIA Y') BARCIA Y PROOUCES SHORT STOLON 1/JACINE' PERENNIAL RYE RYE llfll COVER IN FALL FOR EROSION CONTROL, -----,w;r (LOI/UM PERENNE )MAC/NE') NEEDS FERTILE SOil OR SUSCEPTIBLE TO DISEASE ~- DWARF /1,ll FESCUE HAS EX/ENS/VE ROOF SYS/EM, CAN llfTHSfANO ,wx ---- (FES/VCA ARU/10/IIACEA SPP.} DROUGHT STRESS IF SOil DEPIH SUFFICIENT. CAN THIN OUT IN llfNTER, MAY NEED OVERSEED/NG RED CREEPIIIC FESCUE LEAVES LAY OVER, DOESN'T LIKE HU AREAS. 25% 20% wx (FESCUTA RUBRA) AURORA RED FESCUE HARO FESCUES DISEASE TOLERANT SLENDER, --10% -- (FES/VCA SP.) BLUISH GREE/I. TOLER A IE SOME SHADE. - 'WARllfCK' HARD FESCUE HARD FESCUES DISEASE TOLERANT SLENDER, ----20% (IESIIJCA SP.) BLUISH CIIEE/1. TOLERATE SOME SHAO£ COLONIAL BEJITCl!ASS LANKY IF NOT MO/lfcO CLOSE TO GROUND. 5% ---- (ACROSTIS SP.) MODER A /ELY llfcT TOLERANT, UKES FULL SUI!. -- all/IE DUTCH CLOVER NITROGEN RXER, RLLS IN BET/lfEN Cl.UMPS OF NOT TO ---- {IRIFOLIU/,I REPE//S) OTHER GRASSES. RHtzOMATOUS. EXCEED 5% 1)AV~ Ci! yto;.J o J./ &, / 4-( o /;;', \.._ *56: To SE,-IJE1E/!.Hlllf &N >lft: \ 48" I.D. CB ---1-~---V---- 12" D.l 80' L SEE SECTION BELOW PLAN SCALE· HORIZONTIL: 1"=20' -1/ERTIC/iL: 1"=5' -~~·. :__ RISER BRICK OR ADJUSTMENT NINCS AS REQUIRED. (fYP.} CRATE (LID) El.= 453.50----nr--=-=-:i" 54• UNIT 'R' ___ r.. -',-r ----:---=---· _fr'-,.....-,-,-.-,,--,---,-, TOP SZAB •c.. -;-' ~>r---'---'-'--:'-•_:-'-,'--~-':c.,: ;J JAILHOUSE WEIR (J/4' ¢ SMOOTH BARS AT 4" O.C.) HBG/IT = 6" LENGTH = J. OJ' (MIN) 1GROUT AROUND FRAME -e 6" I' -AS NEEDED} TOP OF 4Sl-~:'-, MIN -'\$0.r,e, _______ R_is._c-_R_EL. -15f:(j(j -------h'---4-----+-----.---n-~ .., __ -----EL. #HJ(J. (DES!CN W.S. ELEV.) norc\-1 (:,L. 4':,0.'83 11 8" SHEAR G'ATE ~ ,:=:J)--"1lf-i--.'-1·---6" ELBOrV, SEE DETAIL w,o,H \.0 WITH CONTROL ROD -._: • THIS SHEET FOR CLEANOUTjDRA/N r ORIFICE DIA.=r.9ff'' 1-70" (ROD BENT AS REQUIRED ' ELEV. -44fk9(} 4':>D.\"1 FON VERTICAL ALIGNMENT WITH COi/ER) SEE KCRS DWC 2-026 -' ' -STANDARD CALV. C.8. LADDER STEPS. (TYP.} ~c., *1/ \,,o(?c 17" ·-··-·~---~-Kin~ C~un1y·~=•an,,,.-«~------ lJevelopmant Md Envlronm11ntal SeNICEls FOR SITE CONSTR CT ON DEVELOPMENT. E:NGINEER Comments: \. \ 1 O ENGA OM' Date \\ , of COMF LET Date ------ REMOVABLE WATERTIGHT COUPLING OR FLANCE 1 6" CMP ;Jj L.J \), REQ'o £LE }J Cl..~ 6"WNI J 6~ WELDED ELBOW _)_ -6~ MAX. MACHINE CUT OR DRILL ORIFICE IN END PLA TE ELBOW DETAIL NO SCALE \ PROPOSED CB :1 (CB 1.8 EVENDELL) 447.1")-o 12" TO PROPOSED CB (CB 18 EI/ENDELL) I. E 447. fJ6'_J /2' FROM POND 441.d..:, L_fJI.E.~. -=:!_l'±,1,7".:!· 61Q'O-:_.) ------- , SC'ALE: 1"=2' STAINLESS STEEL INFORMATION PLATE: ATTACH INFO. PLATE TO INSIDE OF CB 2 WHERE CLEARLY WSIBLE FROM CB RIM NICHOLS PLACE, LOJP00/5 DEi/ELOPER: SB/ DEi/ELOPiNG, LLC ENGINEER: CORE DES/CN, INC. CONT!rACTOR: DA TE· JUNE 2004 MANUAL: KCSWM 1998 RELEASE RA TES.· 2YR. -0.05 CFS 10YR. -0.15 CFS IOOYR. -0.46 CFS ORIFICE STRUCTURE: LOWER 1.09 IN UPPER I. 90 IN IE (OUl) 447.00 STA. DISCHARGE (CFS) 447.00 0 148.00 0.03 149.00 0.05 150.00 0.08 451.00 0.11 01/ERFLOW ELEV. 451. 00 MAINTENANCE INTERVAL: I YN. VOL. (C.F.} 0 10,401 22,013 35,010 49,412 ___ .--2' -----___ ~ -~ ~-GROUT AS . - ,,4 MIN -. ---1-- -·- 54• (!.D.) !!'PE II l'.B. ---. - SECTION NOTE: ALL METAL PARTS AND SURFACES MUST BE MADE OF CONROS!ON RESISTANT MA Tff!IAL OR COMPLETE CORROSION PROTECTION MUST OE ASSURED. '" -. ' REQ'o 12"x 12x 12"x 8" CMP CROSS --SECURE DI/ERA.OW PIPE TO C.B. WIT7-f STAINLESS STEEL OR ALUMINUM METAL ST!rAP (TYP.) DRILL OR MA CHINE I • (:j:-r ,, cur r.fJ9-""i!OLE IN . I REST!r!CTOR END PLATE I' SECTION OF PIPE ATTACHED BY CASKETED BAND TO ALLOW REMOVAL CB 3 (CONTROL STRUC7VRE) SCALE: 1"=2' I cxmcs 2 10-0J J 10-l<\-OS COMMENTS: L_ ___________ ,__ ___ _J 0 ~ ... ~ z - 0 g I • lei -Cl ci.: ci.: V) <'. 2 6 )-, c::i " &s ~ (,j 'Si' ~ 2 lei ~ Cl:: ~ ~ c:i ~ ~ 1.,_: 0 :::3 0 w -, w > z z 0 w Cl s Q' f--(!) <( Q_ <( w Q' ll. 0 0 0 <( SHEET lei ci.: l') z - (j z "' LLJ LlJ z -(j z LlJ ll'. <:' L,J (j p <( z :,.__ <( (j 2 I-u lei w -, 0 8 ll'. ::,. 0. 2s OF- ., ---- C4.31. 1.1. PROJECT ~IUMBER 04037 \ I I \ , ..... ·.:·:·,~~···-...+-- / X I r 4.' 8Gfb·:3d Fence 4' Hoq Wke ··~\ dt-G-ifiUk ~} rmna ...... ~-···-----,- 13 ' ... , ( i ••• ·, •• / / :'' '·, ' ' ',,,.r • . /. ... /\ ,,---.., ... i ·.J ' '' j / ,if ,.,/ / X I . \.<{ ~; --X ·····-~ X -,--···~· X ···-;.·,:! ... X 22 a •• / / I .'R[CR!Al!ON' .. I f,f/ACT I V' I I / / 2.J / J ;420.JS '.;-1u1 \.) . . ./ ' SE '4, SEC.14, JWP. 23 N., RGE. 5 E., W.M. • / / • / / f'''~,._.,;<-- \ f··,f;"\';'.\ '"1: . ·--J--T. \ • '' i'" "····-,~, ''f t't:t<~ j ,'- '/' I .· . NOTE: STR[[T TREES WILL BE FIELD LOCATED TO SATISFY THE STREET TREE STANDARD DETAIL, ONCE ALL DRIVEWAY LOCATIONS ARE DETERMINED. THIS DRAWING IS FOR GRAPHIC REPRESENTATION ONLY. STREET TREE PLANTING NOTES: I. STREET TREES SHALL 8£ PLANTED ALONG PLAT FRONTAGE ON 160111 A VENUES.£ ANO ALONG ALL INTERNAL PUBLIC ROADS. STREET TREE PLANTING SHALL COMPLY ltfTH KCRS 5.03 ANO KCC 2/A./6.050. 2. STREET TREES SHALL 8£ PLANTED AT TH£ RATE OF ONE TREE FOR EVERY 40 FEET OF FRONTAGE SPACING MAY BE MOO/RED TO ACCOMMOOA T£ SIGHT DISTANCE REQUIREMENTS FOR ORIVEWA YS ANO INT£RSEC110NS. 3. STREET TREES ALONG THE INTERNAL PUBLIC PLAT ROADS ANO ALONG TH£ 160/h A VENUE S.£STREET PLAT FRONTAGE PLANTED OUTS/OE PUBLIC ROAD RIGHT OF WAY SHALL 8£ LOCATED NO MORE THAN 20 FEET FROM THE STREET RIGHT-OF-WAY LINE 4. STREET TREES LOCATED ON PRIVATE LOTS SHALL 8£ OIINEO ANO MAINTAINED BY TH£ ABUTTlNC LOT 0/INERS. 5. STREET TREES LOCATED IN TRACT '£' SHALL 8£ Oi+N£0 ANO MAINTAINED BY THE HOM£0YtNER's ASSOCIA1/0N OR OTHER WORKABLE ORCANIZA TION, UNLESS COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. THIS SHALL 8£ NOTED ON TH£ FACE OF TH£ RNAL RECORDED PLAT. 6. THE SPECIES OF TREES SHALL 8£ APPROVED BY LUSO IF LOCATED WITHIN TH£ RIGHT-OF-WAY, ANO SHALL NOT INCLUDE POPLAR. COTTONWOOD, SOFT MAPLES, CUM, ANY FRUIT-BEAR/NC TREES, OR ANY OTHER TR££ OR SHRUB ltliOSE ROOTS AR£ LIK£l Y TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COi.iPA 1/BLE 111TH OVERHEAD U1/LITY LINES. 1. STREET TREES PLANTED WITHIN PUBLIC RIGHT OF WAY SHALL 8£ AS !NOICAT£0 ON TH£ APPROVED STREET TR££ PLANTING PLAN OR AS SUBS1/TUT£0 AT TH£ DEVELOPERS DISCRETION FROM TH£ FOLLOltfNC LIST.· SCIENTIFIC NAME ACER RUBRUM CARP/NUS 8£TULUS C£RCIOIPHYLLUM JAPONICUM COMMON NAME SCARLET MAPLE £VERCR££N HORNBEAM KA !SURA TR££ FRAXINUS ANCUSTIFOLIA (A.K.A. F. OXYCARPA) RA YIWOO ASH FRAX/NU LA 1/FOLIA (A.K.A. F. OREGONA) OREGON ASH GINKGO 8/LOBA (NOTE· MALES ONLY) MAIDENHAIR TREE TILIA CORDA TA LI TTLE-lEAF LINDEN 9. TREE COUNT CALCULA 1/0NS.- 10Bo A. FRONTAGE & INTERNAL PLAT ROAD ROW = ±Cjl§{). L.F. B. I TR££ PER 40 FEET MIN/MUii REQUIRED DENS/ TY toBo Z,7 C. -#ia/40 = r8., TREES REQUIRED 10. STREET TR££ LOCATIONS Sf/OYtN AR£ APPROX/MAT£ ANO SUBJECT TO CHANCE SPECIFIC VARIETIES "ARMSTRONG'. "AUTUMN BLAZE'. "BOWHALL'. "KARP/CK'. "SCARLET SENTINEL" "FASTIC/A TA" "AUTUMN COLO'. "FAIRWOOO" 'CHANCELLOR'. 'JUNE BRIDE'. "Ol Yl,/P/C' 11. TREEES WILL 8£ LOCATED NECESSARY TO ACCOMMOOAT£ DRIVEWAYS ANO SIGHT DISTANCE REQUIREMENTS PER NOT£ 2 ABO/I£ 12. TREES LOCATED ON PRIVATE LOTS MAY 8£ LOCATED ANYWHERE ALONG TH£ FRONTAGE WITHIN 20 FEET OF THE STREET RIGHT OF WAY SUBJECT TO NOT£ 11 ABO/I£ PRUNE DAMAGED TWIGS AFTER PLANTIN,[.,-------------. PLACE IN VERT. POSITION: DOUBLE LEADERS WILL 8£ REJECTED ---_ NOT£: o STAKING ON "AS NEEDED BASIS' PER NOTES; ALL GVYS TO 8£ FLEXIBLE o KEEP ROOTBALL MOIST ANO PROTECTED AT ALL TIMES o HOLD CROIW OF ROOTBALL AT OR JUST ABOVE RN/SHED GRAD£ , ·~r:· " o PROTECT TRUNK ANO LIMBS FROM INJURY , \• /" '~ o BACKRLL TO BE S£m£o ustNc WATER ONLY -f · 1 11 / JI , \ NO MECHANICAL COMPACTION I \ / I J \), o REMOVE ALL /ff/AP, TIES & CONTAINERS, REGARDLESS OF MA !£RIAL. Jz \\ ~ V\v~ CALV. PIP£ AT STREETS) WITH ELASTIC CHAIN-LOCK TYPE ff ' · (2) 2x2 O.F. STAKES, PLUMB (I 1/2" DIA. X 10' SCH 40 ~ii),,~\ 1 OR RUBBER GUYS 11£0 IN RCUR£ EIGHT,· REMOVE AFTER ~ ON£ CROW/NC SEASON ] ~ PROTECTIVE /ff/APP/NC OUR/NC SHIPMENT TO SIT£ & ~ INSTALLATION REMOVE AT COMPLETION OF PLANTING ,I ~ ~ TURF PLANT/NC; PROVIDE J'¢ "NO CRASS" TREE RING & 3• 0££P ,, ;:i; "' MULCH IN WELL. MULCH: 1/2" -/" SIZE HOLD BACK FROM "' ~ TRUNK 8" TO JO" <ri ;;:;: =~:NC 8£0 PER SP£C's,· AT MIN., LOOSEN ANO MIX~;,it: ')le .. - Soil TO /8' OR DEPTH OF ROOTBALL ANO 4 TIMES BALL DIA. REMOVE ALL /ff/AP, TIES. ANO CONTAINERS SCOR£ ROOTBALL __ ; ANO WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BAS£ OR COMPACTED -----~ MOUND UNDER BALL PENETRATION TO SUBBAS£ (+) 12"-----------' TREE PLANTING AND STAKING SCALE· NON£ SIDEWALK NEXT TO VERTlCAL CURB FIR£ HYDRANT OR U1/LITY POL£ -115' MIN. LUM/NA/RE~ NOT£ 1 NOTES.· 5' MIN. + + /0' MIN. MIN. PLANTlNC STRIP !. TREES SHALL CENERALL Y 8£ PLANTED BACK OF TH£ SIDEWALK. PLANTING STRIPS 1'1/LL 8£ APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN W/1/CH PLANT MAINTENANCE, COMPA 178/LITY WITH UTILITIES, ANO TRAFRC SAFETY AR£ DULY CONSIDERED. 2. IF PLANTING STRIPS AR£ APPROVED: A. MIN. 0/STANCE FROM CENTER OF ANY TREE TO NEAREST EDGE OF VERTlCAL CURB SHALL BE 4 FEET. B. TREES SHALL BE STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFRC. C. IN CASE OF BLOCK-OUTS, MIN. CLEAR SIDEWALK WIDTH SHALL 8£ 5 FEET IN RES/0£N1/AL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL 8£ COOROINA 1£0 WITH METRO SERVICE PLANNING. PHONE 684-1622 4. SE£ SEC. 5. OJ + ~ 50'MIN.- J=-50' MIN. - VER 1/CAL CURB LIN£ AT INT£RS£C1/0N STREET TREE STANDARDS DETAIL SCALE· NON£ NOT£: CONTOUR, BOUNDARY ANO TOPOGRAPHIC INFORMATlON SHOIIN HEREON BASED ON TOPOGRAPHIC SURVEY PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. BOUNDARY VER/RED BY CORE DESIGN INC. BASIS OF BEARINGS BENCHMARK SCALE: 1" = ~.J 50 ~ 50 100 .j NOD'28'54"£ BETWEEN MONUMENTS FOUND IN PLACE AT TH£ SOUTH QUARTER CORNER ANO CENTER OF S£C1/0N 14-23-5 PER HIGHLAND £STA 1£5, ACCORD/NC TO PLAT RECORDED IN J,VL. 212, PCS. 10-13, IN KING COUNTY, WASH/NC TON. DATUM NA~ 88 PER CITY OF RENTON SURVEY CONTROL NETWORK BROKEN BRASS SURFACE DISC IN THE INT. S.E 128TH ST. & 156TH Av£ S.£ (CITY OF RENTON PT/ 2103) ELEV= 541.94 (161.013 METERS) J" BRASS SURFACE DISC IN TH£ INT. N.£. 4TH ST. (S.E 128TH ST. ) & 148TH A /1£ S.£ (CITY OF RENTON PT/ 1852) £LEV= 454.17 (138.614 METERS) KING COUNTY D.D.E.S. RERJ12~ Call/I£// TS: i;, /z-v/o f; CO/s/PlE/10// OA IE CO/s/Pl£1/0II OA/E ~~/6 VAl OAIE I.J C( Yf (§ Cl &s ~ "' c::i 2 c::i ct ~ ~ (j ~ l( ~ 0 w z z w ('.) s= I-(J) <( <( w Q'. 0 0 0 SHEET C7.02 I.J C( ~- \,': G I.J c::i 0 w > 0 Q'. o_ o_ <( Lei C( :;;: 2 >- G I.J ~ c§ OF - " 2: - " 2: "' LLJ LLJ 2: -" :z: LLJ (l" w () <( z <( 2 f---u w ~ 0 (l" [L 1..t PROJECT NUMBER 04037 L------------------------------------------------------------------·-------b------·--------------------------~-----··u,,-,,--~·=··----·--·-™·=---·=,...,·,,~-------------,.-..... ,,... .......... _____ ..... UA-o6-14C \ F I I r- 1 I/ I f I 1----·1 1 SFR I I I L ___ J r-l ___ l I c--F--R I I _c, I ~_J __ J r---'-1 ISFR : I L_s_J J S£'1/4, SEC. 14, TWP. 23 N., R(}l::.~ 5 E:.:, VV.M. 9 -, I I /-------L-. I I r-----1 --.cQ:. --- 1 I I I I I I L. I --~ ,-----, I L _________ I () I I (@) (§) I I I ~~=o [)-CT -_ rP=TJO=w=,=,~=--u~s.=;~"-=;~-~:~1-;=·~~~~:1'=µ=-"='~L, ,--~=:===::i;:;;;;z:====d-~ I I I I Ii Ii I I; I I i.,·.1: II i ' "I r -1'·' 'I I I :,.1 1. 11 I 1, I l I I.:-I I I I! I i I'_ I 11 I 1[-I I ! I I ' I I I I I I I ' I I I I I I, " i' , , I It.· I I ' , · I , [l I I : t I : [.,I I~ I ,, I~ I ·[···JI "II l ,.i ---..L-,---1-.LJJllU _____ _,lR.,._,_H,__,+-f:.,J' 4-J-fi.1-11-J =======~BT'I l I TRL rr--11 ·-.. - I I I . ' ' I : I : I I I : I I I I / I I i 11 : I :j/1 i I' I I l I I I ' i JJ1 i )l I I : i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I I I I / I I I I I I I I I I I ' I I I I I I I I I I I I I i ' I I I I I I I I I I I I I I I I I I I I : I I I ; I I I I I I I I I I I I I I I I I I I I : I I / 1 ROUTE ROUTE UBER L _____________ J NOTES: CONS'fl?UCTED 'EFORE 'PLAT D ~ -- 10 GROVE" IS CONS UCTED -u_-r-=-.a. ---~ 1---------L---~~. I I ' I I I I I I I I I I 2 3 n I. THIS SCHOOL WALKWAY IS REQUIRED PER PLAT CONDITION /21 OF EVENDELL LOIP00/6. · · · ' 2. THE PERFORMANCE BOND AND MAINTENANCE BOND OF THE WALKWAY WILL BE INCLUDED WITH THE EVENDELL PLAT. JOINT ~ ,, c I 1 , I - 4 33 32 / ' ' / ,. i---------1 I I L ________ _J 3• ro -1-• Y 10 4' -!-'-0' j CONCREIE STEPS &ti CONCRETE S1EPS SECTION A A a·-0· MA)(. ' <=N<COOCRill MIN. l,.l,i![llltG J }~f !LI (Ne) , 5 30 31 "'"' " L---------_____ J 6 7 6 29 28 27 \ ------\ 24 \ 12 L_ "·:-.::,~~) !.~ ~,;,l'.J rH'------------1 ',: I ',: r I 13 i ~---- 1 14 I 1~·-----l I I I I 1-1 1 i I I ,:. I ,, 15 16 ,11--ir---------l J j t I ,,~ '· ~ ' ~ = '-~ ""~"'~c:--'-..... .. ' ' ' ~,._ "~::-~~ ~-"-.. • ~-,,,:;,:;;,:::.>, ' 17 p \ J EROSION AND SEO!,WENT CONTROLS SHALL FOLLOW THE BEST MANAGEMENT (BPM) METHODS 4. DRAINAGE CONTROLS FOR TRAIL CONSTRUCTION SHALL COMPLY /'I/TH THE 1998 SURFACE WATER DESIGN MANUAL PRIOR TO CONSTRUCTION, A DESIGN CHANGE ORDER WILL BE PROCESSED TO ALLOW KING COUNTY REVIEW ANO APPROVAL OF ALL APPLICABLE DRAINAGE FACILITIES. 5 IF WALKWAY IMPROVEMENTS ARE NOT CONSTRUCTED FOR THE LIBERTY GROVE PLAT (FILE ND. LOJPD005), THE TRAIL ROUTE MUST EXTEND NORTH ALONG THE EAST SIDE OF 160TH A VE S.E. TO THE INTERSECTION CROSSING AT SE. 136TH STREET. 2 (§) i---------, : ,:;FR : L ____ L I . __ J \1 ""'---- SCHOOL WALKWAY ROUTE (TYP.) II ·--~] ··--- 1 .<J,,1,:..m·:..' _ 1 SE 137TI-f PLACE . i (A.K.A. S. 284TH PL tXIS77!1CT , ' ,~·: ,cc)\,~s1::0·•< -••,H <Y•<>' ~c; '--C'i•,c.c< • b ''"'· • "' . ,&iJ, ,,,_ tl I I____[/ --, . , . I .·· . ·-i , .. ,-c ·-_-·=l-sFR I I I ''' ... -~~ """~~ "-~ F!,! ) ' ;r / 23 25' ESM'T S RECORDED UJOER AFN Zo o!,o!,/,ooo o?G 22 21 ::?--. -.. ,, .. ' ~::.~J::.L,-.'...L..' _--0-0-0-0- 20 19 L _____ _J ( 12 s 11 @ 10 s / 18 I I , , , 4 <§) \ 9 @ 8 @ ·----'----"--:/J,~'f?Q:::'P~OS,~c,=v::C;~, =:Wlc'c~E==2:;0=='/<12:~Rt='E:=~:=-==fa.:cb==----'0dl-l---I - SIDEWALK W/ JOINTS PER ·i i\ l i / ·---0--0----'------. __ __J __ _ ·~---'-------_l___ _____ _ K.C.R.S. J-001 (TYP) , ~ 1 J.~ , I J ~c I 1---------) ~ 8 I {3 I NOTES FOR CONCRETE STEPS: 1, CONCflErE: CEMENT CONCREJ'E CLASS ;5000. 2. J.U STEPS: SAME DIMENSIONS, WITHIN 3/S" IAA)( DIFFERENCE. 3. RISERS: 7 1/2" MAX., 5' M!N. 4. 1REilDS: 12" MAX •• 11" MIN •• WITH TRANSVERSE O.Ql rr.jFf. SLOPE. 5. METAl H~ORIIJL REQUIRED FOR 4 STEPS OR MORE. SEE l!QrES BELOW. 6. REINfOHCING BARS SHALL MEET THE REQUIREMENTS OF ASfM A-615, GRADE 60 AND ARE REQUIRED FOR -4-STEPS OR MORE. 7. SEE SEC. 3.06. 8. MAX. VERTICAL DISfANCE BETWEEN LANDINGS lS 12', NOTES FOR l-lA.NDRAlL.S: I. CALVAtllZEO STEEL OR ALUMINUM. 2 1 1/4" TO 2' 0.0. ROUND OR OVAf... PIPE. 3. WE!..DEO, WITH SMOOTH SURFACE .AND JOINTS, -i-. POSTS SET IN MIN. 6" CONCRETE CL.ASS 3000. 5. SEE SEC. 3.06. MIN. 6' r ~f------~~ I [ _ _J I / ' I L: s FR -; I iv ~ 1 L ____ ' I L _ __J "' ~ ---~J----------------- ~~: ·. c.<c· "' ' ·'-'~· ci3 Ci 180 .•.•. r $~ •... 175 DVSTING 12;, CMPJ . 170 MAINTAIN 6" MIN. COVER 165 160 I.ANDING' (TYP.} EXISTING BOLLARDS ,:VF< wALl<WAf ' ' I PROPOSED 5' WIDE CONCRETE SIDEWALK W/ JOINTS PER K. C.R. S. J-001 (TYP.) ~ ·,,·-~ \ ' 1 ·,. 1 .1, . ' '--...,\','. -.......,1 I \ K ~"o'._ I I i ·-...... ~---~ .t I ! ' ! . ' ' ' ,i ! '' .•' l :,:: . .:.._,-, ··,· -,.c..,--,11, EXISTING DETENTION TRACT. SPECIAL USE PERMIT S-218-04 WILL EXPIRE ON 1/12/2010 CONTACT DA VE HANCOCK AT (206} 296-8230 AT LEAST 72 HOURS PRIOR TO BEGINNING AND COMPLETION OF WORK. / ,: i I i REMOVE EX/STING ROCKERY TO SOUTH ' -OF -,<;aJ STNR> . I ~-·-., .. : o+oo 1+00 KNl COU'm' P\J3UO WOfl(S KING COUHTY, WASHINGTON CONCRElE STEPS & METAL HANDRAIL DWG. 5-008 NO. PROFILE f/ORIZ SCALE I"= 50' VERT. SCALE: I"= 5' DETENTION TRACT DETAIL 6 @) /' / i I I I I I I I I I I RECEIVED APR 2 9 2005 KING COUNTY LAND USE SERVICES ·--+-----/_ ---~-----·--- 12"x18" SIGN: "NO ADA ACCESS. ADA ACCESS TO BALLFIELD IS PRO VIDEO FROM MAIN EN'fl?ANCE OF SCHOOL" OR EQUIVALENT LANGUAGE TO BE APPROVED -- , I,; ! I.,, BY THE SCHOOL DISTRICT ", , ~ SEE PROFILE AND DETAIL OF \ PEDESTRIAN PATH, THIS SHEE! \ \ ··r,. -., '.,, \/ ' --------.:1:..· ; i : 1 cc ·;·· ' - " " ' ; --- 7 s '' .,..:. ' I ' I I I I ',· I I i ! j ' ' i ,I 0 ) INSTALL GA TE PER ISSAQUAH SCHOOL DISTRICT REQUIREMENTS :' I CONSTRUCT STAIRS W/ HANDRAIL PER K. C.R. S owe NO. 5-006, W/ 5" RISERS AND 12" TREADS FILL TO BE COMPACTED TO 95% OF MAX. DENSITY LANDING (5' SQ. MIN.), TYP. ·x--x-x-x--x --> SCALE: ':: 1 " ~ L\Q_,__\ 1_0_25 -50 ~1~00 5/11/05 coliPLEI/ON OA TE #ii~ ~~ COMMENTS: w f- <( 0 I.ti c( <.ri' i:§ C) ~ Cl:: (..'.i 0 w z ('.) IJl w 0 f.... Q: ~ ~ V) ---; ~ z s: <( O'. 0 SHEET Cl.04 l.tj c( ?:' 2 >--u I.ti Ci 0 w > 0 O'. Q_ Q_ <( "' UJ UJ z -(:) z UJ I.ti 0.: cc ~-w CJ <{ K z >--<{ u 2 f-u l.tj w -, 0 ~ cc [L 2§ OF 18 PROJECT NUMBER 04009 LUA-o6-t¥ ' t' i ' 1 . ' i ,I . ' ' r • ' ' ' ' ' I ' • • ' f E 1l i: ~ "' --~ "' !?, "' ' " ,;; ' 1l -0 M u " M 0 .; -:: l / " M 0 9- " 0 0 "' / "" NOTE: !/ f'" r\. \../, JUDT ;1' SHALL BE OWNED & MAINTAINED BY LOTS 12 & fl JUDT '8' SHALL BE OWNED & MAINTAINED BY LOTS 15 & 16. JUDT 'C' SHALL BE OWNED & MAINTAINED BY LOTS 22 & 21 1 ,,. umm T 8.5' 5" THICK CONCRETE SIOEIYALK- '£RT. CONC. CURB &: CUTTER SE[ DETAIL, THIS SHEET S[E SURFACING--~ SEC/ION OPTION SHT. CJ.JI. JO'R 4.5'± PA V'T. 5' MOENIM -as' 2% 16' 11.5'± [X. PA V'T. R/W f JO' R SAWCUT NEAT LINE ALONG [OGE OF EX. PA'£MENT SECT/ONA-A NEIGHBORHOOD COLLECTOR 160TH A VENUE S.E. NO SCALE r··, c· .. /", 10' UTILITY EASEMENT <·,, ~,/-; 16.5' 1 '7i 1=, , ..... -. .... , •. l5. ~;~ CONC. SIO[WALK S[[ SURFACING S'ECT/ON OPTIONS SHT. CJ.JI PER KCRS SECTION 4. 0/F, A ON[ INCH fVLL MO TH 0'£RLA Y SHALL B[ REQUIRED. l'H[ 0'£RLA Y MAY BE WA/'£0 ONLY AFTER AN EVALUA T/ON OF PAVEMENT CONO!l/ONS OR CHANN[LIZA T/ON REQUIREMENTS HAS BEEN COMPLETED ANO APPRO'IEO BY l'H[ COUNTY ROAD [NGIN[[R OR OEVELOP[MENT [NG/NEER. IF ROAD SURFACE FAILURES ARE PRES'ENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRAO[. BAS[ MATERIAL ANO SURFACING SHALL BE MAO[ PRIOR TO PLACING TH[ 0'£RLA Y. SE '4, SEC. 1.4, TWP. 23 N., flGE. 5 £., W.M. 16.5' JJ'R 12· I 12' RIGHT OF WA y € I 2% ROAD€ 2.5' SECTIONB-8 URBAN SUB-ACCESS STREET SE 139TH STREET 9' NO SCALE 20' TRACT 18' PA '£/JENT MOl'H 9' TRACT I[_ PROPOSED CATCH BASIN. 5'[£ PLAN. --,L...1 3•_j S£CTl0NC-C JOINT US£ DRIVEWAY TRACTS A, 8, & C NO SCALE !' ~ S LaG H5750 0095 E ""*'Jen 1457:iO 0096 R WHmot 1457$0 OHJl 6' LONG CONCRETE RAMP S[[ DETAIL, 'THIS SHEET EASEMENT lli~'/.) i·.\ C[M[N T CONC. ROLLED CURB & GUTTER. S'EE DETAIL SHT. CJ.JI ~ THICKENED [OG[ S[E DETAIL, SHEET CJ.JI GENERAL NOTES /. ALL CONSTRUCTION SHALL 8[ IN ACCORDANCE Iii!// TH[ KING COUNTY COO[ (KCC), KING COUNTY ROAD STANDARDS (KCRS), ANO TH[ KING COUNTY COUNClL '.5' CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL. IT SHALL 8[ TH[ SOL[ RESPONSIBILITY OF TH[ APPLICANT AND TH[ PROFESSIONAL CIVIL [NGIN[[R TO CORRECT ANY ERROR, OMISSION, OR VAR/AT/ON FROM TH[ ABO'£ REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL 8[ AT NO AOOIT/ONAL COST OR LIABILITY TO KING COUNTY. 2. Tl/[ DESIGN ELEMENTS WITHIN TH[S[ PLANS /IA VE BEEN R[Vl[l'IEO ACCORDING TO TH[ KING COUNTY DEPARTMENT OF D['£LOPM[NT AND ENVIRONMENTAL SERVICES {ODES) [NG/NEERING REVIEW CHECKLIST. SOM[ ELEMENTS MAY HA'£ BEEN 0'£RLOOK[O OR MISSED BY TH[ ODES PLAN R[Vl[l'IER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOY/ED UNLESS SPECIF/CALLY APPRO'£D BY KING COUNTY PRIOR TO CONSTRUCTION. J. APPROVAL OF THIS ROAD, GRADING AND DRAINA6'E PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCT/ON (£G. DOMESTIC WATER CON'£YANC[. SEY/ER CON'£YANC[. GAS ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR D['£LOPM[NT ACTIVITY, A PR[CONSTRUCTION MEET/NC MUST 8[ HELD B[Tl'IE[N TH[ DD[S LANO USE INSPECTION SECTION, TH[ APPLICANT, ANO THE APPLICANr'S CONSTRUCT/ON R[PR[SENTA TIVE. 5. A COPY OF THESE APPR0'£0 PLANS MUST 8[ ON TH[ JOB SIT£ W/f[N['£R CONSTRUCTION IS IN PROGRESS. 6'. CONSTRUCT/ON NOISE SHALL BE LIMITED AS PER KING COUNTY COD£ {SECTION 12.88)' NORMALLY, THIS IS 1 A.M. TO 10 P.M. l'IE[KOA Y.5' ANO 9 A.M. TO 10 P.M. ON l'IEEKENOS. 7. IT SHALL 8[ TH[ APPLICANr'S/CONTRACTOR'.5' R£SPON5t8/LITY TO OBTAIN ALL CONSTRUCl/ON EASEMENTS NECESSARY BEFORE !Nil/AT/NG OFF-SIT[ WORK WITHIN TH[ ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT AR[ NOT SHOl'IN ON THESE APPR0'£0 PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPR0'£D S[T OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO TH[ DO[S LAN.0 US[ INSPECTION SECTION THREE OAY.5' PRIOR TO CONSTRUCT/ON. 9. DA TUM SHALL BE NA VD /988 UNLESS OTHERWISE APPR0'£0 BY DOES. 10. GROUNDWATER SY.5'1£M CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE ORA/NACE [AS[M[NT, BUT NOT UNOERN[A TH THE ROADWAY SECTION. ALL GROUNDWATER SY.5'TEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION Bl J.02 OF TH[ APWA STANDARD SPECIFICATIONS. II. ALL UTILITY TRENCHES SHALL BE BACKFILLED ANO COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRAOE SHALL BE BACKFILLED ANO COMPACTED TO 95 PERCENT DENSITY {WSOOT 2-06.J), IJ. OP[N cumN(,' OF [)(!STING ROAOWA Y.5' IS NOT ALLOY/ED UNLESS SP[CIFICALL y APPROVED BY DOES ANO NOTED ON THESE APPR0'£0 PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.0J(B)J. 14. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR P!?OVIO!NC AOEQUA TE SAF[CUAROS, SAFETY DEVICES, PROTECT/'£ EQUIPMENT, FlAGCERS. ANO ANY OTHO? NEEDED ACTIONS TO PROTECT THE LIFE. HEAL TH, ANO SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF m?RK COVERED BY TH[ CONTRACTOR. ANY HVRK WITHIN TH[ IRA '£LEO RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLACCER FOR EACH LAN[ OR TRAFFIC AFFECTED SECTION 1-07.23, "TRAFFIC CONTROL: OF TH[ WSOOT STANDARD SPECIF/CA T/ONS SHALL APPLY IN ITS ENTIRETY. 15. ROAD IMPRO'£M[NTS FOR MIT/CATION OF HIGH TRAFFIC LOCATION PER CONO/T/ON /8 /'MW:8£E# WILL BE INSTALLED BY ['£NOELL PLAT LOIP00/6 ANO LIBERTY GRO'£ LOJP0006. iHf: fl/IT C/INN"T f(ecor,p WITIL off;trE. !!oAp //fff(D(E/lcMTs Aile "'oMPL6TliP Awr, / 011: FuU-'/ 1&0AIP6P Bf 7HE ontli!?. PKIIJ 1:crs, ----·----- 4• CEMENT CONCRETE 5' MJN. SIO~l~~TCH ~!~NG OR 12 PROPOSED SURFACE 11 ASPHALT CONCRETE {( :: ,_, ..... •.,.,., ...... ·;,..,.,, .. :-;· . ·~·. (~ SECTION A A NOTES: 1, SEE SEC. 3,0.2. FOR SIDEWALK WIDTHS, 2, SEE SECS. 2,02 ANO 2.0:S FOR PA'IDIEITT ANO SHOUUlER WIDTHS. 3. SHOULDER SHALL BE. SURFACED AS REQUIRED BY SECS. J.07 AND 4.01, PAVEO SHOULDER SLOPE SHAU. MATCH CROWN SLOPE OR 0,02 FT./fL 4-. SEE RG. J-001 FOR CURB iino SIDEWALi< JOINTS. @ RAMP SH,6U BE TEXTURED USING TRUNCATED DOME PATTffiN. (SEE AG. 3-007.) ® Department <Jf Transportation T4i Roads Senice:s Division 20D4 Design ~nd CEMENT CONCRETE SIDEWALK TFiANSffiON TO ASFHAL T SHOULDER KJny :C:Otmty C.>nstructlon St.!lndards --·--------- l9<'l. 3-00~ 3-18 SCALE: 1" 50' 0 25 50 100 ~ I 7 I I BASIS OF BEARINGS N00'28'54 "[ B[Tl'IEEN MONUMENTS FOUND IN PLACE AT TH[ SOUl'H QUARTER CORNER ANO CENTER OF SECTION 14-23-5 PER HIGHLAND ESTA TES, ACCORDING TO PLAT RECORDED IN VOL. 212, PCS. 10-13, IN KING COUNTY, WASHING TON. DATUM NA VD 88 PER CITY OF RENTON SUR 'IEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE DISC IN l'H[ INT. S.£ !28l'H ST. &: 156l'H A VE. S.£ (CITY OF RENTON PT/ 2103) ELEV= 547.94 {167.013 METERS) J" BRASS SURFACE DISC IN TH[ INT. N.£ 4l'H ST. (S.£ 128TH ST. ) &: 148l'H A VE. S.£ {CITY OF RENTON PT/ 1852) ELEV= 454.17 (138.614 METERS) NOT£· CONTOUR, BOUNDARY, ANO TOPOGRAPHIC INFORMATION SHOl'IN HEREON PROVIDED BY ORYCO SURVE't/NG INC. BOUNDARY '£RIF/[O BY COR[ DESIGN INC. KING COUNTY D.D.E.S. ~~T 5/UJ/o!; CO/.IP/.El/ON OA It '·).-~{ CO/.IPlETION OA It Ait~J~J,, JAMES d SANDERS. ?,~*' OflUOPMENT £NC/NE£!/ CO/.IAIENTS: (.'.) "' z '() °' --~ ~ >- C C ., LU ll: 0, <O ::. 0, ,,; •' "' "' " ~ " 0 .2 >: :::i ii: ,,. ~ V) .s ,s ii 0, ~ "' ~ ~ ~ (.'.) iii" i.r-i -~ (X) " . ~ z "' "' "' --. "' z 00 " z <( _. "- ('.) z -"' LU LU z -(.'.) z LU L,_j L,_j 0.: 0.: L,_j 0.: Ct} <' [l'. 2 ;:-: w ~ Cl :,.._ 2 <( a z ~ ~ ~ )... <( ~ ::. 'St-c::, 2 L,_j ... c::, ~ 0 "' ~ L,_j w c::i --, ~ ~ 0 ~ [l'. I.( 0 n. ~ 0 w 2§ w > z z 0 w CJ 3: Ct'. f-(/) <( 0. <( w Ct'. 0. 0 0 0 <( SHEET OF C3.01 :t.1. PROJECT NUMBER ~.;:~ -----------------------------·--~-----------· ---·-- --·------=-------=--..= ----------------- .t.'M!tl. /1 I.MD/NG@ I EE FIG. 3-009} I -z • NOTES: FLUSH 1. RAAIP At/U APPROACHES HAVE MINIMUM LI ,·; I RMIP@ TEXTURE 1~ ~~l 10' • M . 32 IN. ct.iMANCE FROM OBSTACLES INCL lfYDIV«f:,, POI.ES, AND INLETS. FLUS 12:t @ RM!P Stw..l 8£ TEXTURED USING TRUNCAT£0 OOtJE PAJIERN. (SEE DUAlL BELOW.) ' .. "' .--:-,.,j~: ·~--~ .. ~('i:" .. ,•:· ,r.·.,:;;_;.,~..;•:t ,:'.;'•'.,";~.~.; -1 , '!I' 'V:,ti .... GRADE 9RE.Af< & J/8" EX SPANSION'" >1[0 ·JO!ITT 4" THICK CEMENT CONCRETE SIOEWAU< SECTION-YERTICAl CURB 10' J, RAMP C~IER LINE SrW.L BE PERPENDICULAR TO OR rtNJW. TO CURB RETURNS UNLESS OTHERWmt .IIPPROVED 8'( TiiE COUNTY ROAO ENGINEEfi. 4. RAMPS Sl!AU-BE CONSfRUC1£D AT CORRESPUiiOING SIDEW.AU< LOCATIONS OU OPPO:itlE SIDE Of STREETS WHEN RAMPS AHf: CONSTRUCTED ON ONE SIOE Of STREET, SEE FlO. J-OOfi. ~USH~. :\:~::;, I'\;~• "' s;~,,.,, ,, ... , ·C'~;~;=;~::·~:IITT @) LANDING SHALL 8E h!INIMl.l;"' 4 X +'. (REFER TO flG, J-006,) 6. RAMPS SIIAf.l BE CONTRASTING COLOR Of UGHr TO DARK OR DARK TO UGfIT ANO COLORING MUST BE AN INTEGRATEO FART Of lHE RAMP. ~ '·"' ~ ~ '/':@( ~ '-.@, , ,,,--~ i\il(. ® ,.,,. z ;=, . ' / _J__~ ' ,®, )@, • ,@ © a ' LJ J:>---,.,. SQUA~E !PATTERN DIAGONAL ALIGNMENT SQUARE PATTERN PARALLEL ALIGNMENT 5• THICK CEMENT CONCRFJ'£ SlOEWALK SECTION BOLLED CURB J '·"' L ++ _[_ ,.,. . ,.,.~ SECTION TRIANGULAR PATTERN PLAN TRUNCATED DOMES ® Department or Transportation Roads servrc11s Dlv1sfon 2004 De.sign and CURB RAMP FIQ.3-007 3-16 King C1;11..mty Construetfon Slandards RN/SH GRADE AS SHOWN ON PLANS ---------------·------------- SE ===== -·[· --,. ~,.,.4 _J ~-@ CURS RAC.IIUS -- CROSSWALK MAAKINGS OR CROSSWALK LOCAT\Ob ® D11pa1tment cf Transpol'Ultlon Ro~d~ Services Division 2004 D115ign and King County Con.!ltl'\lctlon Standards NOTE: (D RMIPS SHALL BE CONTRASTING COLOR OF LICHT TO DARK OR DARK TO LIGHT ANO COLORING MUST 8£ AN IITTECRATEO PART OF nlE RAMP. 2. CONSTRUCT RAMPS Iii ACCORDANCE 'i'.f!TH FIG, J-007. @ LANOlNO SHALL BE A MINIMUM +' X +·. CURB RAMP WITHIN RADIUS ROLLED CURB '4, SEC. 14, TWP. 23 N., llGE. 5 £, W.M. 5' s;w FICl. 3-008,. 3-17 · ' . "·-'.to 1/4" EDGED GROOVE 0.02 FT./FT. . ;> 12· 5• 5• 1"R 6" 0.05 FT./FT. LL--1··~·· ··~ 1--18_' __ \ CEMENT CONCRETE CLASS 5 (1-1/2") *NOTE: TOP OF CURB @ DR/VEWA YS VERTICAL CURB DETAIL NO SCALE f,, CURB 2;, 6.5 10· 0.02 FT/FT 1/.4" EDGED "'f...ROO VE = O. 02 FT /FT ~ ... -~ . ' .~· < 12· · .. •i .. •: ··~·~~··.··.1 c=,._,. I ROLLED CURB DETAIL NO SCALE 3' 3• ASPHALT THICKENED EDGE DETAIL 2 1.(:, .. .. NO SCALE N.D.C.B.U. LOCK/NC MAILBOXES (T'!P.) ROLLED CURB i---,,~:::..3' CURB ~MAINTAIN FLOWLINE TRANSITION ALIGNMENT FROM VERTICAL CURB TO ROLLED CURB (TrP.) SURFACING SECTION OPTIONS NOTE: CONTACT RENTON HIGHLANDS S'/RUCTURAL RLL ALL Fill SECTIONS FOR /NO/WDUAL LOTS OR ROADS SHAU CONSIST OF STRUCTURAL FILL. STRUC /URAL FILL SHALL BE NON-ORGANIC SOIL, PLACED IN 8' MAX. LOOSE LIFTS Y;/TH EACH LIFT BEING COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM OENSITY USING ASTM: 01551. NO SCALE POST OFFICE 1-425-227-6304 FOR A LIST OF SUPPLIERS. 'NEIGFIBORHOOO DEt.lVEHY--lleliCU.l.ECTLON BOX IJN/1: (N.l);G;-EJ;ff.j--MA/LBOX INSTALLATION (PER KCRS DWG. NO. 5-012) NO SCALE GRADING NOTES 1. ALL WORK ANO MATERIALS SHALL BE IN ACCOROANCE WITH THE LA TEST KING COUNTY STANDARDS AND SPECIFICATIONS. 2. PRIOR TO ANY CONSTRUCTION ACTIWTY, THE CONTRACTOR SHALL SCHEDULE ANO ATTEND A PRE-CONSTRUCTION CONFERENCE Y;tTH THE K/N(,' COUNTY CONSTRUCTION INSPECTION PERSONNEL BY PHONING (206) 296-6642. J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE ltHENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVEO PLANS. ANY DEWA TION FROM THESE PLANS Will REOUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPR/A TE PUBLIC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIWTY. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HA VE BEEN ESTABLISHED BY FIELD SURVEY OR 08 TAINEO FROM AVAILABLE RECORDS AND SHOULD THEREFORE 8£ CONSIDERED APPROX/MA TE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTl Y 'tlcR/FY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN ANO TO FURTHER DISCOVER AND A V0/0 ANY OTHER UTILITIES NOT SHOWN HEREON llf//CH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHAU CONTACT THE UNDERGROUND UTILITIES LOCATION SERWCE (l-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTEO IMMEDIATELY IF CONFLICTS EXIST. 7. PER KING COUNTY CODE 9.04 SECTION 0, THE PERSON REOUIREO TO CONSTRUCT THE FACILITY PURSUANT TO SECTION 9.04 SHALL MAINTAIN A LIABILITY POLICY IN THE AMOUNT OF ONE HUNOREO THOUSAND DOLLARS (/!00,000} PER INOIWOUAL, THREE HUNDRED THOUSAND DOLLARS (/300,000) PER OCCURRENCE ANO FIFTY THOUSAND DOLLARS (/50,000) PROPERTY DAMAGE /1111/CH SHAU NAME KING COUNTY AS AN AOOITIONAL INSURED AND /tH/CH SHAU PROTECT KING COUNTY FROM ANY LIABILITY UP TO THOSE AMOUNTS FOR ANY ACCIDENT, NEGLIGENCE, FAILURE OF THE FACILITY, OR ANY OTHER LIABILITY ltHATSOEVER RELATING TO THE CONSTRUCTION OR MAINTENANCE OF THE FAC/l/TY. PROOF OF SAID UABILITY POI.ICY SHALL BE PROVIDED TO THE DEVELOPMENT INSPECTION SECTION, 155 MONROE A VENUE N.E, RENTON. WA 98055 (206-255-253/ OR OPERATOR-ASSISTED ZENITH 5050, TOLL FREE) PRIOR TO SETllNG UP A PRE-CONSTRUCTION MEETING, PROVIDEU THAT IN THE CASE OF FACIL/TlES ASSUMEO BY KING COUNTY FOR MAINTENANCE PURSUANT TO SECTION 20.50.110 SAID LIABILITY POI.ICY SHAU 8£ TERMINATED /If/EN SAID COUNTY MAINTENANCE RESPONSIBILITY COMMENCES. 8. PLANS SHOIWNG ALL UNDERCROUNO UTILITIES MUST BE PRO'I/DEO TO THE KCDDES SECTION, (206-296-6642 OR OPERATOR ASS/STEO ZENITH 5050, TOLL FREE). PLANS FOR WA TERMAIN AND SANITARY SE/ltcR CONSTRUCTION MUST BE PROWDED PRIOR TO THE /NS'TALLA TION OF ROAD BASE COURSE MA TER/ALS. SAID PLANS SHAU OETAIL THE MEASURES THAT HfLL BE TAKEN TO PREVENT SOIL EROSION AND SEO/MENTA TION. 9. LOCATIONS OF ROADWA,S. BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE FOR DIMENSIONED LOCATIONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE LOCATIONS' SHAU 8£ FIELD SET BY THE ENGINEER AS REOUIRED. 10. THE FACILITIES SHOWN ON THE APPROVEO ER0510N/SEDIMENTATION CONTROL PLANS SHALL BE CONSTRUCTED,/lMPLEMENTEO PRIOR TO ANY EXTENSIVE GRADING OR LAND CLEAR/NC IN ACCORDANCE WITH THAT PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION ANO LANDSCAPING IS COMPLETEO AND THE POTENTIAL FOR ONSITE EROSION HAS PASSED. 11. GRAD/NC INTO AREAS OUTS/OE OF THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOIN/NC PROPERTY OWNERS. FAILURE TO OBTAIN SUCH CONSENT MAY REQUIRE ADDITIONAL ROCKERY OR OTHER SUITABLE SOIL STAB/LIZA TION SUCH THAT ALL GRADING OCCURS Y;/TH/N THE PROJEC!'S BOUNDARIES. THE CONTRACTOR SHALL VERIFY THE STATUS OF THE ADJOINING PROPERTY OWNER'S' CONSENT BY CONTACTING THE DEVELOPER PRIOR TO PERFORM/NC WORK OUTSIDE OF PROJECT BOUNDARIES. 12. KING COUNTY CODE 12.88 REQUIRES THAT CONSTRUCTION NOISE OCCUR ONLY BETWEEN 7 A.M. ANO 10 P.M. ON /ltcEKDAYS AND 9 A.41. AND 10 P.M. ON WEEKENDS. 13. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S' ESTIMATE OF APPROXIMATE MINIMUM EARTH/YORK AND OTHER GRADING/SOIL CONSIDERATIONS. THE CONTRACTOR MAY ALTlR THE GRAOES SHOWN TO BETTER ACHIEVE THESE RES/JLTS PRO'IIDEO THAT ANY ALTERATION IS SUBJECT TO THE PRIOR APPROVAL IN WRITING BY THE ENGINEER, 0/ltNER, AND THE APPROPRIATE KING COUNTY DEPARTMENTS. 14. THE RECOMMENDATIONS PRO'I/OEO IN THE SOILS REPORT(/ KEOl611A) PREPARED BY ASSOCIATED EARTH SCIENCES, DATED NOVEMBER 16, 2001, SHALL BE INCORPORATED HEREIN BY REFERENCE. WHERE CONFLICTS BET/ltcEN THE SOILS' REPORT RECOMMENOA TIONS ANO THIS OESIGN APPEAR, THE ENGINEER SHALL BE CONTACTEO FOR RESOLUTION. 15. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2.· I (HOR/Z· VERT) WITHOUT STAB/LIZA TION BY ROCKERY (NOT TO EXCEED 8') OR BY RETAIN/NC WALL, UNLESS SPECIF/CALLY AUTHORIZED BY A LICENSED SOILS ENGINEER ANO APPRO'tlcD BY KING COUNTY. All ROCKER/ES OVER 4 FEET HIGH AND ALL RETAIN/NC WALLS OUTS/OE OF KING COUNTY RIGHT-OF-WAY WILL REQUIRE A SEPARATE BU/LO/NC PERMIT. 16. ALL ROCKER/ES CONSTRUCTED ON THIS PROJECT SHAU CONFORM TO KING COUNTY STANDARD PLANS. 17. All SURPLUS OR UNSUITABLE MATERIALS CLEARED OR EXCAVATED AND REMOVED FROM THE SITE SHAU 8£ DISPOSED OF IN AN APPROVEO FILL SITE. PRIOR TO BEGINNING HAUL/NC,; CONTACT THE GRAOINC SECTION OF KING COUNTY 0.D.ES. AT 344-7935 TO IDENTIFY THE PROPOSED FILL SITE. IT WILL BE THE PERMITTEE'S RESPONSIBILITY TO LOCATE AN ACCEPTABLE DISPOSAL SITE ANO TO ASSURE THAT ALL SURPLUS MATERIAL IS PROPERLY DEP05,TED IN SAME 18. All EARTHWORK UNOER PAWNC TO BE USED BY VEHICULAR TRAmc SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM ORY DENSITY PER A.S. T.M. 0-L557-78 (MODIFIED PROCTOR). 19. UNLESS OTHERWISE NOTED, All SPOT ELEVATIONS SHOWN IN PA 'tlcO AREAS ARE TOP OF PA 'I/NC. 20. ALL PARK/Ne,; DRIVEWAY ANO LANDSC,IPEO AREAS SHALL HA Ve AT LEAST A 1.0% SI.OPE TOWARD THE NEAREST STORM ORA/NACE INTERCEPTION/CON'tlcYANCE SYSTEM. PLAN DETAILS OR FIELD MOD/FICA TIONS SHALL NOT SUPERSEDE THIS REQUIREMENT. 21. EXTRUDED CEMENT CONCRETE CURBING, WHERE SPEC/F/£0, SHALL BE CONSTRUCTED IN ACCORDANCE WITH KING COUNTY STANDARDS AND DETAILS OR DETAILS SHOWN ON THESE PLANS. 22. ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND MIER£ NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE SHALL BE IMMEOIA TELY STABILIZED l'dTH MULCHING, CRASS SEEO/NC OR OTHER APPROVEO EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF 11:AR IN OUESTION. CRASS SEEOINC ALONE Y;tLL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEO/NC MAY PROCEED WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETllNG, OR OTHER KING COUNTY-APPROVED TREATMENT. STRAW MUCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPREAD EVENLY O'tlcR THE SURFACE TO BE PROTECTED. NETllNC MAY BE REQUIRED TO HOLD MULCH IN PLACE ON STEEP SI.OPES. CRASS SEED/NC SHAU BE ACCOMPLISHED THROUGH THE USE OF A KING COUNTY-APPROVED HYOROSEEDER ANO SEED MIXTURE OR THROUGH PLACEMENT OF AN ACCEPTABLE SOD. 23. MAJOR EXPOSED, CRAOEO SI.OPES SHALL 8£ PROTECTEO BY CLEAR PLASTIC SHEETING OR SIMILAR APPRO'tlcO METHOO UNTIL SUCH TIME AS THE VEGETATIVE COVER HAS BEEN ESTABLISHEO SUFRC/ENTLY TO INHIBIT EROSION. 24. ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHAU 8£ BACKFILLED AND COMPACTED IN ACCORDANCE WITH KING COUNTY STANDARDS. ALL curs INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAHED LINES. A TEMPORARY COLD MIX PATCH SHAU BE PLACEO IMMEDIATELY AFTER BACKFILL AND COMPACTION. THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 4 INCHES OF COMPACTED CLASS "B" ASPHALT CONCRETE, ltHICHEVER IS GREATER) Y;/TH/N 30 DAYS OF TEMPORARY PATCH/NC. THE CONTRACTOR SHALL CLOSELY FOi.LOW REOUIREMENTS OF THE RIGHT-OF-WAY PERMIT--SPECIFICALLY, ALLOWABLE /YORK/NC HOURS, OETOUR AND WARNING SIGNS, ANO NOTIFICATION OF ROAD ALTERATIONS TO THE POLICE ANO/OR OTHER EMERGENCY SER'I/CES. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRO'I/DINC ADEQUATE SAFEGUARDS, SAFETY OEWCES, PROTECTIVE EOU/PMENT, FLACCERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY IYORK HfTHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REOUIRE AT LEAST ONE FLACCER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE W.S.D.O. T. STANDARD SPECIF/CATIONS 1-01.23 -TRAFFIC CONTROL SHALL APPLY. 26. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEP/NC. WASH/NC OF THESE STREETS l'dll NOT BE AlLOWEO Y;tTHOUT PRIOR KING COUNTY APPROVAL. 21. IT SHAU BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCATION OR REMOVAL OF EXISTING UTILITY POLES, STREET LIGHTS, TRAFFIC SIGNALS, ETC. BY CONTACTING THE APPROPR/A TE UTILITY COMPANIES. REFER TO THE PLANS FOR SPECIFICS. 28. ISSUANCE OF THIS BUILD/NC PERMIT BY KING COUNTY DOES NOT RELIEVE THE OWNER OF THIS CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM ANO SURFACE WATER DISPOSITION ANO FURTHER, KING COUNTY OOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTION/NC AND MAINTENANCE OF THE SYSTEM PROVIDED. 5'/-zo lo CO/,/PlEllON OA IF: ~')'f/,( COl,IPL£llON OA IF: ~~Jc1±.!:;::;.=t:2'\?~:c: ~{'l.lo< ~ COMMENIS: ci -t'\,j z -0 -'II: •' ~ 0 ii: ,E "' " ~ --~ lci 0.: trJ' ~ C) ~ <1i C) a:: (\t 0 ~ ~ 0 w z w Cl I-(J) <( w 0 0 "' " i( " <i 8 0) 0) ~ ~ C " ,! ' OI ,E ,E 1 r:: ~ ,JJ ... i.ri ~ 0) • °' "' "' . " "' ... lci 0.: ~-e >.. ci ~ l:2 lci ~ c::i l( 0 w > z 0 s [)'. <( Q [)'. 0. 0 <( SHEET C3.3:l <.'.) z ->- LJ.J ::,. "" ::i V) <.'.) z -z z <( .... ti. lei 0.: Cl'. ~ w (j e st z >.. st ci 2 f-u lci w .., 0 ~ Cl'. n. 2§ OF :J.1 PROJECT NUMBER 04037 --· r E "ll t -".l -.. ol "' !?_ ~ .. ol > 'l 5 i:l " .., 0 .. ~ O> t·: ,fj / " " I M ' 0 l 9-.. 0 0 % SE '4, SEC. 1.4, TWP. 23 N., RGE. 5 E., W.M. I /'''''" I 8 CB 10 TYP$ II, 48"/11 , , ST{ 3+58, [2.21' LT. (CTR. CRT.) CB 9 . 1 /3Jf:' LT. (CTR. STR.) /1 ' CB 5 ="-=--,,'---~ •TYPE/ l TYPE II, 48"/11 LOCATE AT o/2. 34.l!J' R (CTR GRT) 33.89' R (CTR STR) TYPE! i t . ' }, . ,, 1 S!,A,, !+58/ 1221' RT. ) r -r ( ,c,g ,/t1.1.rn . .,,. ··"'"'"'"'' . .. . STA. 3+58, 'f 2~~ff. . . .... .c ....... ,,.1. --~-. ' p; .. -----·--->··W ·················X-'\_ ····X --·-~~ X · ---··X-.• --Xf ;- , j . N88'07'3J 'wl -~ ' S'"··'····· CB 13 9U08 " ... TYPE II, 48 ii L OCA /£ GRATE AS SHO'nf'I, SE£ 5[CT10N c-c,ON,,5/JT. CJ. 01 FOR TYP. CB tQG/ ' ' ' ., ,1,.,.,i.;{/ .. ,,,,,,,. ' '·''''''/" X , .. £SM'T. , SE£ D£(AIL BELO 22 225' - N88'07'31"W 623.73 , __ LENGTH (SE£ TABLE) --, -1· WIDTH TYPE II, 48"/11 ,.-,,, LOCATE AS SHO'nf'l,4a2/' RT (CTR CRT) i 41.11' RT (CTR STR) CB 1:4 TYPE I LOCATE CRATE AS Sf/OWN SE£ S£CT10N C-C ON SHEET CJ. 01 FO(I TYP. CB L OC. l ROCK fl£ADWALL GROUT IN PLACE (SE£ TABLEt'L.H?'r\ D THICKNESS (SE£ TABLE) TYPE (SE£ TABLE) PlAN DISCHARGE VELOCITY AT DESIGN FLOW(FPS) CREA TER LESS THAN OUTFALL RIP-RAP DETAIL NO SCALE ROCK PROTECTION AT OUTFALLS REQUIRED PROTECTION MINIMUM DIMENSIONS ELEVATION ~-·-·""""'""""'····· THAN OR EQUAL TO TYPE THICKNESS -I 1t10 ri( _ ' LENG'TH HEIGHT ROCK LINING (!) . 1 FOOT ! DIAMETER +6 0 5 10 20 5 i • "". RIPRAP (2) ; 2 FEET +·············'~ ........ i GAB/ON OUTf"ALL , AS R£0UIR£0 20 N/A : £NGIN££R£0 ENERGY , OISSIPA TER R£0UIR£0 FEET DIAMETER +6 FEET OR 3x DIAMETER, WHICHEVER IS GREATER AS REOUIRED (1) ROCK LINING SI/ALL 8£ OUARRY SPALLS l'rfTH GRAOA TlON AS FOLLOWS: PASSING 8-!NCH SOUARE SIEVE: 100% PASSING 3-INCH SOUAR£ SIEVE: 40 TO 60% MAXIMUM PASSING 3/4"-INCH SOUAR£ SIEVE: 0 TO 10% MAXIMUM (2) RIPRAP Sf/ALL 8£ REASONABLY WELL GRA0£0 WITH GRAOATlON AS FOLLOWS: MAXIMUM STONE SIZE· 24 INCHES (NOMINAL DIAMETER) MEO/AN STONE SIZE' 16 INCHES MINIMUM STONE SIZE· 4 INCHES ,,. -~~ 8 F££TOR 4x OIAM£1£R, WHICHfl,fR IS GREATER 12 FEET OR 4x DIAMETER, WHICHEVER IS GREATER AS R£0UIR£0 NOT£: RIPRAP SIZING GOVERNED BY SID£ SLOPES ON OUTLET CHANNEL IS ASSUMED TO 8£ APPROX/MA TEL Y J.· /. CROWN+ 1 FOOT CROWN+ 1 FOOT CROWN+ 1 FOOT CB 15 TYPE I, LOCATE AS SHOWN SE£ SECTlON C-C ON Sf/££T CJ.Of FOR TYP. CB LOC. I I \ \ ........ .___ ,.' !NfAKe 1 4A RIPRAP OUTFALL SE£ DETAIL THIS Sf/££T. / INTAKE 15A "/ RIPRAP OU !FALL . SE£ DETAIL THIS Sf/££T y • ~l!J AJ,,, \.l'O. T .-.,, i INTAKE JA 12· !£ 445. 00 / • i ,_, (. < ~--' tr I -, l ':) '. / '· I . ',, c;'.·4.·.)' ,, "/''tJ ·~'./_·; t:' .... ,, . •· t;(; ~,.-,, <:-:',r, .. ,1.:>•-' / SIDEWALK £SM'T. I ' BEHIND S/iY ,:; CB 7 TYPE I LOCATE AT"/4, 34.79' R CB 6 TYPE I LOCATE AT"/4. 34.79' R ,··ca'3 TYPE II, 54it CONTROL STRUCTURE SE£ DETAIL SHT. C4.31 48LF 12• CPEP @ 0.0115 CB2 T'fP£ I STA. 0+30, 15.25' LT. RIM 449.21 12· !£ 446.57 12LF 12• 0./. fl0.0100 PROPOSED CB (CB 18 £VENO£LL) TYPE II, 48", RIM 449.91 24• !£ 445.45 NEW 12" !£ 446.45 NOT£: ALL GRATES ALONG ROLLED CURB SHALL BE ROLLED CURB FRAME ANO GRATE UNLESS OTHERWISE SPECIFIED. STORM DRAINAGE NOTES: I. 2. 3. 4. 5. 6. 7. 8. PROOF OF LIABILITY INSURANCE SHALL 8£ SUBMITTED TO ODES PRIOR TO TH£ PR£CONSTRUCT10N M££71NG (KCC 9.04. IOaO). ALL PIP£ ANO APPURTENANCES SHALL 8£ LAID ON A PROPERLY PREPARED FOUNOA 710N IN ACCORDANCE l'rfTH WSOOT 7-023(1). THIS SHALL NCLUO£ LEVELING ANO COMPACTlNG TH£ TRENCH BOTTOM, TH£ TOP OF TH£ FOUNOATlON MATERIAL, ANO ANY R£0U!R£D PIP£ 8£00/NG, TO A UNIFORM GRAD£ SO THAT TH£ £NT1R£ PIP£ IS SUPPORTED BY A UNIFORMLY 0£NS£ UN't1£LOING BAS£ STEEL PIP£ SHALL 8£ GALVANIZED ANO HA VE ASPHALT TREATMENT /1 OR BETTER INSIDE ANO OUTSIDE (KCRS 7.03). ALL ORA/NAG£ STRUCTURES, SUCH AS CATCH BASINS ANO MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, Sf/ALL HAVE SOLID LOCKING LIDS. ALL ORA/NAG£ STRUCTURES ASSOC/A TEO VtfTH A PERMANENT R£TENT10N/0£TENT10N FACILITY SHALL HA VE SOLID LOCKING LIDS (KCRS 7. 05). ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS ORAl't/NG NUMBERS 2-013, 2-018, 2-0/9, OR 2-020ANO SHALL INCLUDE "OUTf'ALL TO STREAM, DUMP NO POLLUTANTS" ANO "PROPERTY OF KING COUNTY" (KCRS 7.05}. ALL DRIVEWAY CULVERTS LOCATED l't/THIN KING COUNTY RIGHT-OF-WAY SHALL 8£ SUFACIENT LENGTH TO PRO'vl0£ A MINIMUM J.·I SLOP£ FROM TH£ EOG£ OF TH£ DRIVEWAY TO TH£ BOTTOM OF TH£ DITCH. CULVERTS SHALL HAVE BEVELED ANO S£Cl!ONS TO MATCH TH£ S/0£ SLOP£ (KCRS 7.03(L). ORAl't/NG NO. 2-001) ROCK FOR EROSION PROTECTlON OF ROAOWA Y.5' DITCHES, WHERE REOUIRED, MUST 8£ Of" SOUND OUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, ANO MUST MEET 71-1£ FOLLOl'rfNG SP£CIFICAT10NS.· 4"-8"/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING,· ANO -2' PASSING,· ANO -2" ROCK/10%-20% PASSING. INSTALLATlON Sf/ALL 8£ IN ACCORDANCE VtfTH KCRS 1.02(8) ORAl't/NG NUMBER 2-024. DRAINAGE OUTLETS (STUB-OUTS) SHALL 8£ PROV/0£0 FOR EACH INOl'v!OUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INAL TRA TlON BY KING COUNTY. STUB-OUTS Sf/ALL CONFORM TO THE FOLLOWING.· A) EACH OUTLET SHALL 8£ SUITABLY LOCATED AT TH£ LOl'tEST £LEVAT10N ON TH£ LOT, SO AS TO S£R'v!C£ ALL f"UTUR£ ROOF DOWNSPOUTS ANO FOOTlNG ORA/NS, ORIVEWA YS; YARD ORA/NS, ANO ANY OTHER SURFACE OR SUBSURFACE ORA/NS NECESSARY TO RENDER TH£ LOTS SUITABLE FOR THEIR INTENDED US£ EACH OUTLET Sf/ALL HAVE FR££-FLOMNG, POS!llVE ORA/NAG£ TO AN APPROVED STORM WATER CONVEYANCE SY.5'TEM OR TO AN APPROVED OUTFALL LOCA TlON. 8) OUTLETS ON EACH LOT SHALL 8£ LOCA TEO WITH A FIVE-FOOT-H!Gf/, 2"X 4" STAKE MARKED "STORM" OR "DRAIN~ TH£ STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, 8£ 'v!SIBLE, ANO 8£ SECURED TO TH£ STAKE C) PIP£ MATERIAL SHALL CONFORM TO UNO[RORAIN SPECIF/CA l!ONS 0£SCR/8£D IN KCRS 7. 04 AND, IF NON-METALLIC, TH£ PIP£ SHALL CONTAIN WIRE OR OTHER ACCEPTABLE 0£TEC110N. 0) ORA/NAG£ EASEMENTS AR£ REOUIREO FOR ORA/NAG£ SY.5'TEMS 0£SIGN£0 TO CONVEY FLOWS THROUGH INOl'v!OUAL LOTS. £) TH£ APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COOROINATlNC TH£ LOCAl!ONS OF ALL STUB-OUT CONVEYANCE LINES MTH RESPECT TO TH£ UT1LIT1£S (£C. POl'tER, GAS, TELEPHONE, TEL£'v!SION). F) ALL INOIVIOUAL STUB-OUTS SHALL 8£ PRIVATELY OWNED AND MAINTAINED BY TH£ LOT HOMEOWNER. ---- 18" MIN. A •• L .. ~ ' ' V -.!) . ~ A ' .. ' 4 • PERF. PIP£ 1-1/2'-3/4" WASf/£0 ROCK TRENCH CROSS-S£Cl!ON SLOP£ -- TO ROAD ORA/NAG£ SY.5'TEM SCALE: 1" = .----2' X JO' LEVEL TRENCH WITH PERFORATED PIP£ 0 25 50 L r ; 1773 50' 100 J BASIS OF BEARINGS PLAN 'vl£W OF ROOF PERFORATED STUB-OUT CONNECTION NO SCALE Wrc B"x B"x 1/4" STEEL PLAT£ 45' BEND WITH PLUG ---PLUG PVC PIPE DIAMETER AS NOTED ON THE PLANS. CLEANOUT DETAIL NO SCALE N00'28'54'£ BETWEEN MONUMENTS FOUND IN PLACE AT TH£ SOUTH OUARTER CORNER ANO CENTER OF SECTION 14-23-5 PER HIGHLAND £STA TES, ACCORDING TO PLAT RECORDED IN VOL. 212, PGS. 10-13, IN KING COUNTY, WASf/lNG TON. DATUM NA 'vTJ 88 PER CITY OF R[NTON SURVEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE DISC IN TH£ INT. 5.£ 128TH ST. & 156TH A~ 5.£ (CITY OF RENTON PT/ 2103) ELEV= 547.94 (167.013 METERS) 3" BRASS SURFACE DISC IN TH£ INT. N.£ 4TH ST. (S.£ 128TH ST. ) & 148TH A~ 5.£ (CITY OF RENTON PT/ 1852) £LEV= 454.17 (138.614 METERS) NO TE: CON TOUR, BOUNOAR Y, ANO TOPOGRAPHIC INFORMA TlON SHOWN HEREON PROV/OED BY ORYCO SURVE't/NG INC. BOUNOAR Y VERIFIED 8 Y CORE DESIGN INC. CO/,f/lENTS: (.'.) "" z '() °' -t::i ::i ).. 0 0 "' L,Lj '11: "' "' > °' ~ •' "' V 8 " ::i ~ -~ 0, ~ V) .E £ 1 ~ " !J!' ~ IIJ" I<) (.'.) -~ "' -z " . "' " :::: I.{) -. " z "' " z <( .... CL (.'.) z "' L,Lj L,Lj z -(.'.) z L,Lj l,.j ci.: l,.j <' ci.: 11'. 2 <' w C) :,.._ [2 <( c3 z :,.._ <( c3 :;; l,.j f-u l,.j w c:i -, ~ 0 11'. 0 0. w ~ > 0 (l'. Q_ Q_ <( SHEET OF C4.0J. J.J. I " J:\2004\04037\Engr\04037C421.dwg, 4/5/05 2:41 :38 PM, sdm I I ' ti I ~ § \ ~ l ~~ -;!1 . , N ~VJ ~Q !') ~ -,- II 11' "' u, -<:, ~ ~ '" 'I--,· -\J ~. C".. ~ ....... ~· r---:• f"t). i:!'i = "' z ~l~~~ ;,,, ~ ~ ~ c:: z ~ 0 b ""' en " ti~ ~ "' ~ ' "" ~ §,) ~ \~ §i: '::;... '" .. V't Jae ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ & ~ <::::'.) C:j C:j \' CB14 TYPE l ) . /?/)./ 456. 52 1 'Ill "' . 12 • If 45}./2 · t vi ·catr TYPEI RIM 463.28 12"/E 459.78 . ~ ~ ~ ~ ~ ~ g; <::::'.) <..ti ~ ~ ~ ~ ~ & ~ ~ ' . : . . . STA 5+13 J cc,o~:; AN(;l.f PT. · EL 462.56 ········· .· ................................ · ......................... ·· ··' CB t.J • •· / TYPE II, • 48'¢ • . RIM 458. 96 . · 12" IE 451.55 ·ca 12: ·•·· .... ,1 · .. , TYPE II, 48."¢ 'il> RIM 459. 85 i:, ' . 12• IE 451.42 ~ .,:, ~· . 'Q, . · 1. . 6~ -.·· ·~ '., ,, ~', ,~ ' ' ' ' . ' ,, ,,,, ·\' ., -'~ r----" ' , ;:/' ' " ,, -,,_ ' ' ----~ -' ' ' ' ' ' -' ,, ' \ ~· " , ---------'cBIO , #' ~ ' ' > I (>PC,,o• ·•' u'B I(), ' ~ · · :, -"!:•km • #' i -' ,, ,, . "'"" 22==±======dJ\_ _ I! -' \ ____ :....::....::....:] '~·.·····. ······················~·······•···•···•···· .... . ~· ...... -~ ~· ··1······ -~· ~ . ·····~ ~ "' • . .... -~ .. IC:\ • . . . . . ·i:;l .tg . ~ . j .... ·;::J ' ·~ ' 1)5 . .;,; •. !:'i . . . . . . .C'j . S> . 'tj ...... ··1··.· .. . . . ... . . "' ...... ~ .. . . 'il>· . . . -~ . ·!;:, . . . . .. "' .rij ii -.., 'i\; • &l !:"i . 'tj .. ···-k;·· . . . . . . it·. i <::::'.) C.815 TYPE/ RIM 456.97 T2·"1£45J.60 OUTFALL l 1SA 12 • /£ 445. (}(} .::{I. !~ ! '-') -~········ C:j 1 '~·····················:~ ,r..: . . !r--.. : ""'-".J. : '-J I I I I I I I. r ii I : : . ' : D.D.ES. FILE NO. L03POOa5 · 1· ...... . . . ..... . . . .... . .... (1) .......... . ll n,. k (,.). r.o· ~········<c4······ :::t: • U)' ~- =ti··· !:11 ' hi "-1 · .... . !;>. . . . I "' -.. . •r-09•····· -~·· .... ··----· -~· ~D .. ~-~ · .. · . . • .. · ....... · .. ·. . . . .. · .. · .. ·. · ... ·. . . . I . :ti , TYPE I · .. · · · · = "--· 1:-fl.11to; I ·· · · ~ ·'o · · i ~ ... CB8 TYPE//, 48."f!J . RIM 459.53 T . 12"/E 455.55 (N) 12" /E 450.57 (£, W) ~- ~ ..., ,, ,._ 'I(. • :9 i~ fill' s:,-.., ··1'' . . ~:~ : '.::: ... : . i. .. ,,: ..•.. / i . SJA. 2+98. 98 . -~ · · · · . INfX. TRACT 'c' · EL 458.71 'tj I . I I : . ·/· ..... .. I ··~····· ...... · ........ OUTFALL 4A • I i<l,. I\,. · · · · pf N s:,· ;,!,. • • • • • <ti i::, .,, . . . f ..~ .. ~: .. ~: ... · .... °N' <ti ,, . ............. . f8-!E #5.00 B4• TYPE/!. 48'¢ ... ; ............... , .................... , ...................... , .. .. RIM 455.85 • 1,2·1t 451.87(N) · 12"/E 447.51 (£.W) · • 18' IE 447.01 (S) -C-85 TYPE! RIM 455.85 . u·1E 452.35 117 .[Yp£/ -0-S .,, @~. "" -..,, .......... ·+:·-~·' <:, N <;:: ~-;:! 'tj :::: ~- ~ ~-~"' ··.··········~·· RIM 45.1.27 . . .. • • ! • • •, ~ ·1 i;;;· ·-c;, R; ' .P, ·tli "1i ~ s, § .seee . . '6· . <,,. ('j . .. . '.ti ) = I ;- I . EVCS: 1+75: . "1,· .. ,,_' "1:1 . ,,.,. . p:Jj .. Y)" . <,,· ,.,, i V) !,j. £VC£·. 456. 4/i ~ "'' i:! ~-. ··' . ; .. ·II :SC 11·11·'o . . . . C'j .... i .:.. 8:; "' -+--l>\. "'. BV(:S.' 1+25 • 1::1' <Y . BVC£· 454.83 ""' .. EVCS.-0+75 EVCE 452.43 BVCS.· 0+25 • ,_ ,_ <:, I::\ • :ti't;~~~ ['Si "' §, ~ ~ !:') . :;;; "' "' . <o, · hi V) .._, . .._, "' • . · <:> "'= 'i;! v1 r,; R • · · · STA: -0+50 · -······r-·····-···''····!··-~·-·········::::::l···,-....Z···f'"-,,,·· .. • ell• HI Ii >.: ~ ~ • I EL '·451.66 • ~ 'j? .IL II' "" · · STA. 0+30 :,....(i"(j'",o:;;,.. N <S 'I-' -,. ~ · · · J EL )451.65 "" i.., ~ • r:,. 'o • . 1.2·1E 448.27 · ~""' . . i........... • • !Ci>ij~ · -~···• ··· ···· ·· ···· CB 6 ..... · ··· ····· ··· · ····•···•···•·····~········;;;·· '" fa · 1!"-> ... ! BVCE: 451 73 ·,~.~·-••i• ..... . .\ ~srA, o+n5±·· ~. . . ~~ . : ..... '-l ·"" . . . . -. -... .O:i · · ·11 · r,-.., · ·····Q::i··.A.. ... . . ..... -~ . . ... ! EX. EDGE OF PA WCMENT ..... ' . ··<:;::i .. · TYPE/ RIM 451.27 • 12"/£ #8.12 • ·L ~.-nnn,.,,, 0·,.,~~A,,. . \ l--"f·(· ·'J-',J· -.... .,. -/) · -I J ff-· ..._ ·1 ·r · · ; · · · · · I·'· .V,.: .,...,,_L,._,,._ .. V.,,' .•L,r.,_. : .... 7lVENDE!JL .. OUTF/::.LL" 1B;'\ ~-;, ~!-. I '············ .. -O:.Ot -->. 24" JE 414.86 . :G·t.~ \ i · · -a· ·'i. i 2;~".\ \ ·······\···· . 'I . ·\. . . . . 1:~l-.... . ;,,:,·,. . j. r·--,.-,--~ ,..,pr f. )C"r-,·-.. . .,,'/ ..... :. ~ \· · I. 1-/'".1· . • 1 ' I ,. 'I \ / .,rr·(:,,, ·.: .-.,[,/·L,;)' . : ... ,\ f .,_y,.__.. __ ,r.....e •• ; I-·(·) (EVENDFW CB /Bi · · I · -'r·vn;:-';• A3' ,, .· .. < . -\. . .;r._.tf,-~r_$. \· ·\· 'lrt/t··'44g:""5Jt·· "~ """'\"" .. ,,~···-·\ ·1 '\' :24: /!: :44~.4!) · ) . \: / · r-0·2: \ ·\ . . 1· . . . J, i EL . 452:0:t ·vo · · : : \: : \: \: ... ·TYPE I · · : · · ~ · \ · · · ~-·0-. · . . . ' . ' ! . \. ,. . r--:::. -~ . ... ..._.. ····· ~11/j.!JJ.57 ·· I ·· ··· \ . -• \ ·· ·· ···· ..•... :'.: ... ··· ······ ····~··• .... ' .. '.'.... •j· •••. : • ' -~ ·<· k O') ····"-:s·· 0 ::'.'-I .......... ·L,· ~--~ )s. rii. ,.. . ·v, ............ ; n, ••;•······:~· . : I ···~··· ~ .~ noanns-c·, • ·r_·•~8 i ·r/1· ·ru· LL/· ;,·, /£t'ENDELL CB ';,P; ., ?Q"ri I ; .. ..:, If,. , 4 ,itJ RIM 454.77 .,.a' .1,.,4. 002· ·"· , V ~ vl).. a./ 24 " ,i.-·44b 75 1~. ·-~·" .. !) . .... , .... ,,J .. 'i7·· \"']"?'. ·s· ·q-M" .. ~ .. ···;,·i'l''Y }-"fY' · JI-t ). i-/ j ( K J ,_ l_l..,-1 .. ~i/f.. .f._ .. r.~. __ ../.L.J /l!·lf7f!ntc; r r,q. {"Ii j . ,LVLn'""'·-L'-, v .. ·h/ r vn-I' ,;,, · w/ 5:-1,r C""'--op-. ir"L i,· "rU -0; n/ · ·,1"f/.;f · i-'-ivL l . J!)D p rr/ ! 4r;t /,. 1.,_,, .-LC. Y..: .. ..,.., .. U "4·" •,:--4-~;,-, _,~ .L. -. _;r; . ?~-.u. ~ ~ ~ ~ <::::'.) ~ ~ CJ1 . \\. . \~l . \. . ,; c-; . ·\\£· .. . . . ..,.; . fill :s:> ·S2 ·\· . ·\· 1 . \. . !::s · 1· · · r""1'i · · · · C'.:) ·\ ··\"1\ .. -~ \ . . i ' . c:::'.) ·\··· ......... ,.\.;."::, ..... ········\······· ·\· .\~. ' . l ,, -~ . \• . \:":""':. . \ \ -... ·\ .\iQ)• ·\· \· , ___ .. ·;:;:, -~ :~ ···:sr ,(;') ·"" . -~ .,,, . \ :\q \ . , .. :\·c:i:i' . '' '~ \ . i \CO 1' \ '\ ... ········\ • 7' ,\. \. . ' . ' /· .. \ \ ·r·. . . \· \ . . :. . . . I \ . . .. \ \ ' : \ : : \. \: ... , .· ........ \ ..... : ' . \ .. . \ ... \. . . . . I . . [ -r:::C-rsccz j • • . • ···\· ., ... ~. · · 1 \ . '\• .. i · L. . ····'\··············· :\·····'>,·· • • ~ • • ' 'O .... : . '. . \. I'.) . .. , \ \"5 i \\· \. ·\·'?(;· . .. : .... : . \ . : .... ~ \. ... . .. ,\ ............... :. '.···· \ .. · ,\•. ~ \ ::'.!, ::tJ. . . . 'I . ~ '.:6. . . . !. '\~ . . ~~ . ·~ \ .. J5· . . . . ~. . ~~ ......... \\ •. i ·~. ·-.., .. ··r::l ... .... ...... .... .. ........ . ·\,c;··· . ·\······ •• ' • • •• 1,>.-.· ' • ~V") .\ ... a ... . -1~ .\' . ~ . ,.,, :,s . ' • . \ 'G· ·\ i'i\ ,O:· \i . \'~I .• ;,,,. ·\ ··\"··· . !::5 V). . ... '. .. . ®"\ ·J:50§ . \ ' .. · .. ~ .. ~:.. . .: .... :. i-.\ .... : \6: ... : ... . . \ \~ ·\•. \\ \ \ -,--·\· ' "' ,. . . . ' \ • '-l l"':: ~ ' . ,.. f'i·: . . \ ··~ .. ~:-~ \ \--·_ ' "'( \ \ ·~·.··-· . ·1-' \ \ I . ' I . . . . . . . \. ' . '_:, \ \ \ i \ \. . ; . . \ ~ g; ~ ~ ~ ~ ~ ,.., "'-/ ~· ,;; "' / '/" ·-.:_;=. . \ \ \i l\ ~ & ~ ~ c:, ~ -·= . '"' C'j ~ ~ .J. I , " 0 I DA IT JUNE 2004 JJ ,I::;; I -t-_(;:). ~ !\) f:1 DESIGNED G. R. BROOKS, P.E. ~ ':; 1-,i. -, DRAWN F. KA TONA ROAD & STORM DRAINAGE PROFILES NICHOLS PLACE / ca 1471 I NE 29th Place, #101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 REV1$1QN$ 7 I REVISED PER COUNTY COMMENTS 2 I REVISED PER COUNTY COMMENTS (.\) ~ APPROVED D. £. CAYTON, P.E. '-I s: N. ~ N. ~ I DA V/D £. CAYTON, P.E. JJ PROJECT MANAGER PLANNING· SURVEYING ~DESIGN ENGINEERING SB/ DEVELOPING,, LLC. P.O. BOX 73790 FEDERAL WAY, WASHINGTON 98373 . -,,·,~·,= ~ "~ ~ rs N. ,..,t,,,. ~ ~ ?! " ~ ~ u.. J"I ~ ~ f ~ E ·o • £ " "l ----- . / OUTFALL 4A I I/ -71 X ----X -- A 1 I 1 OUTFALL 15. I I I I I / CB 15 4 .j . j ---··----- 4 c::4 J --\ / / .··1_1· . i --i _./' . L/1/E STORAGE: REQUIRED: 54,419 CF PROVIDED: 55,031 CF . SE '4, SEC. 14, TWP. 23 N., RG£ 5 £., W.M. CB 3 TRACT ''F" :;Tf!l!ER LIFT STATION G,-;"'J ?/-- CONTROL STRUCT(J(iE~ ') " SEE DETAIL, THIS SHEE'T. . '·' , · '·x· i •••• _''. I I li_j-1' I~} ~-) w ~ -----"" r ,, j _: ;:C ;:-"'') ~ i' ,_-··, R::i' ; • ···r c:::i . \ 460·· 455 450 c.c J. i \ '"' O> / i 445 1lsTALL,§ia JNC CO TY PERMANENT SURFA.CE !W4 TE/r CON r POND SIGN IN A CORDA¥Cf W/ RGI., 5.J.I.D OF THE I 98 KING !,OUl'(TY WA R SURFACE SIGN MAl(UAL'. ·J l '· ,i·/ j r J, L..,.< : . 4 \q_ ' ., ! ', '15' WIDE EM[,-f!GENCY"•. jSPILLWAY)'(~CC(SS ROAD. i iSEE DETA/L,'flS. SHEET. <> ::: . : :I . ' r · '1 <·v i /'7' ' :I ,<15' W!OE DRil/fWA Y./ t! iPER KCRS DP/G. NO. i"i< 3-004 " / : ' j • v,-, ' ' ,1 IJ " li ······-:-··i 'f>i : < '! 'I . -2-RXED t!{',2 REMOVABt{\ i BOLLARDS i ! - . --PER KCRShL . ''. "f. OM;: NO. .,,·5-013 CB , ... -.-,,~;.,. _,. , .. ___ \ ____ Jcf?Ko},We", Pfl.lVE-1/-j l){l.op ffJR llFf ;;1/lTIOIV :.x .... ! cs:,, OEAO STORAGE: REQUIRED: 12, 866_. CF PROVIDED: I 1, 9!j2 CF -'K Mol/E-C/5 5 ff T• THE El\51 B ' SCALE: 1" = 20' DETENTION POND PLAN 10 20 40 I d 2' ASPHALT SCAL£· 1'=20' /<.fHqVE-5/-IA/11/Jq o.v f-lNAL Cof?.ile.tEP HfL.AR. ~~-,.:._·:s.>:,.:._>~/)7./,,<· .'.;'(>)() -"---II-MAX. DESIGNED W. S. ELEV.= 451. 0 EMERGENCY SPILL WA~ ACCESS ROAD DETAIL NO SCALE GRASS SEED MIX OPTIONS SPECIES NAME CULTURAL INFORMA 170N MIX 1-WSU MIX 2-BARCLA Y MIX 3-IMAGINE OWARF PERENN/El RYE "BARCU. r' SPREADS lAIERALLY. UGH/ER Gf/EEN-rELLOW COi.Oii. Jl!X 7/iX -- (L0/./1111 PERENNE 'BARCLA r') BARCIA Y PIIO{)/JC£S SHO/IT STOI.ON )IIACINE' PERENNIAL RYE RYE 11111 CO'IEI/ /N FALL FOIi EROS/OIV CONTROi., -----{L0/./1111 PERENNE /IIACINE; NEEl)S FERTILE SOIL OIi S(ISC£PT/8L£ TO OISEASE. OWARF TAIL fESCUE HAS EXIENSl'IE ROOT SYSIEII. CAN IIITHSTANO ----- (FESTI.ICA ARl/1/0I/IACEA Si'P.) ORO/JG/IT SlllfSS IF SOIL OEPTH S(lfRC/E/IT. CAN THIN 0/JT Ill If/NIER. /,IA YI/EEO 0',f//SEEOINC. REO CREEPING FESCUE LEA 1£3' lA Y 0~ DOESN'T UKE llfT AREAS: 2M 20K -{fESCIITA RI/BRA) Al/ROI/A REI) FESCUE HARO FESCUES OISE.ASE TOLERANT. 51.£1/0ER, --/OX -- {FESTI.ICA SP.) BWISH Gf/EEN. 1f)L£!1A IE SOME SHADE. 'IYA/1//fC/(' HARO FESCUE HARO FESCUES OISE.AS£ TOI.ERANT. 51.£1/0E//, ----20X {FESTI.ICA SP.) BL/I/SH GREEN. 1f)L£!1A IE 5()1,/E SI/AOC COi.ON/AL BENTGIIASS LANKY IF NOT /,/Ollf:O Cl.OS£ TO GIIOIJNO. !ii{ ---- (ACIIOSTIS SP.) 1,/0/JERA l£L Y Jlf:T TOLERANT. UKES F//11 S/JN. /WI/IE 0/ITCH C/.O'IEII NITROGEN RKER. RLLS IN BET/lffN C/./1/JPS OF I/OT TO ---- (lRIFOI.IW REPENS) OTHER GI/ASSES. RHY?OMATO/JS. EXCEED 5X CI.D$EK /0 1Hf-$PIJ,LWAY f{.R, f)/(C/{5,/QN WfT/{ 1)AVf-CA'(f•.v o/0/ ,('1-(o~, ~--1---~ 10· * "55..· -re> 86-PEfE/l.lll"f ()/y 'ilfE- 48' 1.0. CB 80" \ PROPOSED CB 1 (CB 18 EVENDELL) SCAL£· 1"=2' STAINLESS STEEL INFORMATION PLATE· ATTACH INFQ PLATE TO INSIDE OF CB 2 WHERE CLEARLY VISIBLE FROM CB RIM NICHOLS PLACE, L03P00/5 DEVELOPER: SB/ DEi/ELOPiNG, LLC ENGINEER: CORE DESIGN, INC. CONTRACTOR: DA TE: JUNE 2004 MANUAL: KCSWDM 1998 RELEASE RA TES.· 2YR. -0.05 CFS 10YR. -0. 15 CFS 100YR. -0.46 CFS OR/RCE STRUCTURE· LOWER 1.09 IN. UPPER I. 90 IN. IE (OUT} 447.00 STA. DISCHARGE (CFS) 447.00 0 448.00 0.03 449.00 0.05 450.00 0.08 451.00 0.17 01/ERFLOW ELEV. 451.00 MAINTENANCE INTERVAL: /YR. l'\li$5 VOL. (C.F.) 0 10. 407 22,013 35,070 49,472 ------ ~ ......................................................... :5 ... -._ 450 440 435 h.. '--' ~ --_______ DES,G/'{__W.S._[L,_ 451.0 _ .51_ ---------------- POND CROSS-SECTION A-A /' SEDIMENT STORAGE SCALE HORIZONTAL.· 1'=20' 1/ERllCAL: I• =5' --POND CROSS-SECTIONB-8 SEE SECllON BELOW SCAL£· HORIZONTAL: !'=20' 1/ERllCAL: I "=5' PLAN GRATE (LID) EL.= 453.50----~==~ 54• UNIT 'i?'---...f,"', -'-:-j--~-j--'--:-~.:--~-."".'.•;-:,-;;----,-, -, ~-RISER BRICK OR ADJUSll,/ENT RINGS AS REQUIRED. (TYP.) JAILHOUSE WEIR (3/1" JI SMOOll-l BARS AT 4" O.C.) HEIGHT= 6" LENGTH = J. 03' (MIN.} 6 » (GROUT AROUND FRAME linn OF .,. AS NEEDED) TOP SLAB •. " • vr MIN. RISER EL. 451.00 ------1,,<----1---------1---, ____ ~--"'1-11,.!1---EL. 451.00 (DESIGN W.S. ELEV.} 8' SHEAR all TE ---\~~1';::J)--rr·:· t· --6' ELBOW, SEE DETAIL ¥11TH CONTROL ROD j---THIS SHEET FOR CLEANOUT/DRAIN • · -,• ORIFICE OIA.=1.90' (ROD BENT AS REQUIRED ' ELEV. 449.90 FOR VERllCAL ALIGNMENT ' WITH COi/ER) SEE KCRS _ • . STANDARD GAL V. C.8. DWG 2-026 LADDER STEPS. (TYP.) L.c:·===·~-- f--6' BERM I EL. 452.0 rr,----._ ,· '·· ',.- .--~-'-----·. '. ' ' /_ ·-·-, -. -,. ~ REMOVABLE WATERllGHT COUPLING OR FLANGE 6' CMP REQ'o ELEV. 6. MIN . .L.I -- WELDED ELBOW __)_ MACHINE CUT OR DRILL ORIFICE IN ENO PLA TE ·:y. -6" MAX ELBOW DETAIL NO SCALE 12" FROM PONO l.£=447.00 12" TO PROPOSED CB (CB 18 E'IENDELL) l.£=447.00 --;±===',=ci_-: ~ GROUT AS REQ'o .. MIN. 54• (/.0.) · . .,,i . -.: . . . ·-. . MIN. T-,.PE II C.B. ----1 • __ 'c,,,-~,-,-,.-.,,.----,.,-----' 4. '.:i 4 . <!. ·4 -•. . . . ~ . • ~ ~-.• ",i. .4 .,, •. SECTION NOTE: ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROS!ON RESISTANT MATERIAL OR COMPLETE CORROSION PROTECllON MUST BE ASSURED. .. 12x 12"x 12"x 8" CMP CROSS SECURE 01/ERFLOW PIPE TO C.B. Wfll-l STAINLESS STEEL OR ALUMINUM METAL STRAP (TYP.) OR/LL OR MACHINE cur 1.09' HOLE IN RESTRICTOR ENO PLATE I' SEC 170N OF PIPE ATTACHED BY CASKETED BAND TO ALLOW REMOVAL CB 3 (CONTROL STRUCTURE) SCALE· 1"=2' 5 /2-o /o!:; COl,IPL£TIOII DA IE !,·)-11.[ COl,/PLETION OA IE \,,;cc=;d:~~~~;:::._-~~ C0/,/1,/ENTS: (.'.) '"' z -0 0. l:; " :,... -.,; C C Q) IJJ -"' '11: "' ~ > 0. •• "" ~ ~ " a ~ ::) 0:: Ol iE V) -E ., 0. iii " "' a "- ~ $ ~ (.'.) .-. -~ :2 z " . "' " ::: l() -. "' z "' .... z <C "" "-- (.'.) z "" IJJ IJJ z -(.!) z IJJ SHEET OF C4.3.t 1:1.. PROJECT NUMBER 04037 KING COUN LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH. RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'25'21"W ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 135.66 FEET TO THE TRUE POINT OF BEGINNING; THENCE N88'07'58"W PARALLEL TO THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF Tl-IE SOUTHEAST QUARTER, 653.60 FEET, MORE OR LESS. TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'27'05"W ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF !HE SOUTHEAST QUARTER, 267.00 FEET,· THENCE S88'0!'.59"E PARALLEL TO SAID NORTH LINE, 653.72 FEET, MORE OR LESS. TO THE E!IST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE N0'25'21"E ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT-OF-WAY FOR 160TH AVENUE SOUTHEAST. SHEET INDEX Ct.Of C2.01 C2 . .J1 C.J.01 C.J.31 C4.01 C4.21 C4.31 C7.01 C7.02 C7.03 TITLE SHEET EROSION CONTROL PLAN EROSION CONTROL DETAILS AND NOTES GRADING PLAN, NOTES, & DETAILS SITE DETAILS AND NOTES ROAD AND STORM DRAINAGE PLAN & DETAILS ROAD AND STORM DRAINAGE PROFILES POND DETAILS RECREATIONAL PARK PLAN STREET TREE PLANTING PLAN SCHOOL WALKWAY ROUTE PLAN HEARING EXAMINER'S CONDITIONS The proposed preliminary plat of Nichols Place, as received May 19, 2003, utilizing up lo 8 density credits (transferable density rights) is approV8d, subject lo the following conditions of final plat approval.· I. Compliance with oil p/ot/ing provisions of Title 19 of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedicaflon which includes the language set forth in King County Council Motion No. 5952. J. a. The plat shall comply with the maximum density (and minimum density) requirements of the R-4 zone classification. All lots shall meet the minimum dimensional requirememts of the R-6 zone classification or shall be as shown on the face of the approved preliminary plat, whlchever is larqer, except that minor rev/sions to the plat which do not result in substonflol changes may be approved at the discretion of the Department of Development and Environmental Servi'ces. b. The Applicant shall provide Transfer of Density Credit documentation lo ODES prior lo final approval lo allow transfer of a maximum of ai'ght density credits. 4. The Applicant must obtain final approml from the King County Health Department for abandonment of existing septic systems on-site. 5. All construction and upgrading of public and private roads shall be done in accordance with the King County Road Standards established and adopted by Ordinance No. 11187, as amended {1993 KCRS). 6. The Applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant, water main and llre flow standards of Chapter 17.08 of the King County Code. 1. Final plat approval shall require full compliance with /he drainage provisions set forth in King County Code 9.04. Compliance may result in reducing the number and/or locati'on of lots as shown on the preliminary approved plat. Preliminary review has ldentified the followl'ng conditions of approval which represent portions of the drainage requirBments. All other applicable requirements in KCC 9. 04 and the Surface Water Design Manual (SWDM) must also be satisfied during engineering and final review. o. Drainage plans and analy.;is shall comply with the 1998 King County Surface Waler Design Manual and applicable updates adopted by King County. ODES approval of the drainage and roadway plans is required prior to any cons/ruction. b. Current standard plan notes and ESC notes, as established by ODES Engineering Review, shall be shown on the engineering plans. c. The following note shall be shown on the final recorded plat: All building downspouts, footing drains, and drains from all impervious surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction drawings # --------on file with ODES and/or the King County Department of Transportation. This plan shall be submitted with the application of any building permit. All connect/ans of the drains must be constructed and approved prior to the final buildirJg inspection approval. For those lots that are designated for individual lot infiltration systems, the sy.;lerns shol/ be constructed at the tifne of the bwldlng permit and shall comply with plans on fl/fl, " d. The s/orrnwater detention design shall comply with /he level 2 Row Control requirements per the 1998 King County Surface Water Design Manual (KCSWDM). e. The storm water control fac,~lty shall be located ln a separate tract and dedicated to King County unless porti'ons of the drainage tract are used for required recreation space in accordance with KCC 21A. 14. 180. f. If a sewage lift station is located within the subject property, It shall be placed within a separate tract or easement area, that shall not be counted when computing the provlsion of onsite recreation area. g. When engineering plans are submilted for review, the owners of the adjacent property to /he southwest (15652 Southeast 139/h Place) shall be notified that the plans have been flied with DOES and Iha/ they are available for public review. 8. The drainage deten/lon fac11ity shall be designed lo meet, at o minimum, the Level 2 Flow Control and Basic Waler Quality menu in the 1998 King County Surface Waler Design Manual (KCSWDM). 9. (Condition no. 9 is deleted.) 10. A surface waler adjustment (L03V0036) is approved for this subdivision. All conditions of approval for this adjustment shall be met prior to approval of the engineering plans. 11. The fa/lawing road improvements are required lo be constructed according lo the 1993 King County Road Standards (KCRS): SE 139th Sf. shall bti improved at a minimum to the urban subaCCfJSS street standard. FRONTAGE: The frontage of the site along 160/h Ave SE (west side only) shall be improved lo the urban neighborhood collector standard. ·-Tracts A, 8 and C shall be improved as joint use driveway.; per Section J.01 of the KCRS. These driV8WO)S shall be owned and maintained by the lot owners served. Notes to this effect shall b(J shown on the engineering plans and on the final plat map. ---------~--------------------------------____ _!_ __ S.£ 1/ 4 SEC. 1.4, n¥P. 23 N., RG£ 5 E., W.M. G HEARING EXAMINER'S CONDITIONS (CONTINUED) Modifications to the above road conditions may be considered accord/ng to the variance prov,'slons in Section I 08 of the KCRS. . 12. There shall be no direct V8hlcular access to or from 160/h Ave. SE from those lots which abut this street. A note lo this effect shall appear on the engineering plans and final plat. IJ. All utilities within proposed rights-of-way must be Included within a franchise approved by the King County Council prior to final plat recording. 14. The Applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment Sy.;lem (MPS), by paying the required MPS fee and administration fee as determined by the applicable fee ordinance. The applicant has the op/ion to either: (!) p_oy the MPS fee at final plat recording, or (2) pay the MPS fee al the time of building permit issuance. If the first option 1s chosen, the fee paid shall be the fee in effect al the time of plat application and a note shall be placed on the face of the plat /hot reads, "All fees required by King County Code 14.75, Mitigation Payment System (MPS), have been paid.· If the second option is chosen, the fee paid shall be the amount in effect as of the dole of building permit application. 15. Suitab:e recreation sp':ce shall be provided within one tract that may be separate or may be combit1ed with the drainage tract m accordance with KCC 2/A.14.180. Improvements shall be consistent with the requirements of KCC 2/A.14.180 and KCC 2/A.14.190, induding provision of sport court[sj children's play equipment, picnic table[sj benches, etc. a. A detailed re~reation space plan (i.e., landscape specs, equipment specs, etc.) shall be submitted for review and approval by ODES and Kmg County Parks prior to or concurrent with the submittal of the engineflring plans. This plan shall comply with Ordinance # 14045. b. A performance bond for recreation space improvements shall be posted prior to rucording of the plat. 16. A homeowners' association or other workable organization shall be established to the satisfaction of ODES which provides for the ownership and continued ma/ntenance of the recreation, open space and/or sensitive area troct(s). 11. Street trees shall be included In the design of all road improvements, and shall comply with Section 5. 03 of the KCRS and KCC 2/A.16. 050: a. Trees shall be planted al a rate of one tree for eV8ry 40 feet of frontage along ail roads. Spacing may be modified to accommodate sight distance requiremenft.· for driveways and intersections. b. Trees shall be localed within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Rood Standards1 unless Klng County Department of Transportation determines that trees should not be located in the street right-of-way. c. If King County determines that the required street trees should not be located within the right-of-way, they shall be localed no more than 20 feel from /he street right-of-way line. d. The. Ire.es shall be owned and maintained by the abutti'ng lot owners or the homeowners assoclatlon or other workable organtzaflon unless the County has adopted o malntenance program. Ownership and maintenance shall be noted on the face of the final recorded plat. e. The species of trees shall be approWJd by ODES if localed within the right-of-way. and shall not include pop/a~ cott.onwood, soft maples, gum, any -fruit-bearing trees, or any other tree or shrub whose roots are likely to obst;uct sanlfory or storm sewers, or that ls not compatible wlfh overhead uMity lines. f. "0e Af!plican/ shall submit a street tree plan and bond quantity sheet for review and approval by ODES prior to engmeermg plan approval. g. The street trees '!'us/ be installed and inspected, or a performance bond posted prior to recording of the plat. If u perfo~mance .bond t~ poffed, the street trees must be installed and inspected within one year of recording of the plat. At the lime of mspec/1on, if /he trees are found lo be ins/ailed per the approved plan, a maintenance bond must be subrnllled or the performance bond replaced wlth a maintenance bond, and held for one year. After one year, the maintenance bond may be released after DOES has completed a second inspection and determined that the trees have been kept healthy and thriving. A landscape inspection fee shall also be submil/ed prior lo plat recording. The inspection fee is subject lo change based an current County fees. SEPA 18. Th_e following have been established by SEPA as necessary requirements to mitigate the adverse environmental impacts of this deV8lopment. Tf!e Applicant shall demonstrate compliance with these items prior lo final approval. Individually, or joint with other area deV8/opers, the Applicant shall design and construct improvements to Southeast 128th Street at 160/h A V8. SE to mitigate project impacts at the High Accident Locatlon. Or, the Applicant shall reduce /he project impacts at the High Accident Location by completing the remainder of the improvements to Southeast 136th Street (i.e. additional paving, concrete curbs, gutters and sidewalks}, between 158/h Avenue SE and 160th A venue SE, and, revise the channelization at the intersection of 156th A venue SE/SE 136/h Street to provide a southbound left tum lane. School Mitigation Fees 19. ~ols within this subdivision are subject lo King County Code 2/A. 43, which imposes impact fees to fund school sy.;tem improvements needed to serV8 new development. As a condition of final approVCJ/, fifty percent {50%} of the impact fees due for /~e plat shall be assessed and co//ec/ed immediately prior to recording, using the fee schedules in effect when the plat receives final approval. The balance of the assessed fee shall be allocated evenly lo the dwelling units in the plat and shall be collected prior to building permit issuance. School Walkways 20. The Applica_nt, Individually or in conjunction with other developers, shall construct an off-site walkway to Liberty High school from the site. The walkway shall be constructed within the right-of-way from 160/h A..., SE, east along SE 135/h Street to 166th Ave SE, and south to Liberty High School at SE 136th Street, or via alternative right-of-way and easements that become ava11able and are· approved by DOES. One acceptable a/ternaliV8 would be to use future right-of-way of Southeast 136/h Street and 162nd AV8nue Southeast to connect with the sidewalk improV8ment of 'five lot subdivision" and through the plot of "(iV8 lot subdivision "/LOOP0023 _to the southwest gale of Liberty High School. The walkway shall be designed and constructed m accordance with the 1993 Kmg County Road Standards and shown on the englneerlng plans for ODES review and approval. Any surfacing a//emat/ve from the King County Road Standards (KCRS J.09) may be submitted far approval through a road variance applicat/on. BASIS OF BEARINGS N00'28'.54"E BETWEEN MONUMENTS FOUND IN PLACE AT THE SOUTH QUARTER CORNER AND CENTER OF SECTION 14-23-5 PER HIGHLAND ESTA TES. ACCORDING TO PLAT RECORDED IN VOL. 212, PGS. 10-13, IN KING COUNTY, WASHINGTON. DATUM NA ,V 88 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE DISC IN THE INT. S.E. 128TH ST. & 156TH A VE. S.E. {CITY OF RENTON PT# 2103) ELEV= 547.94 {167.013 METERS) 3" BRASS SURFACE DISC IN THE INT. N.E. 4TH ST. {S.E. 128TH ST. ) & 148TH A vt: S.E. {CITY OF RENTON PT# 1852) ELEV= 454.77 {138.614 METERS) NOTE.-CONTOUR, BOUNDARY, AND TOPOGRAPHIC INFORMA TION SHOWN HEREON PROVIDED BY DRYCO SURVEYING INC. BOUNDARY VERIFIED BY CORE DESIGN IN~~ Vicinity Map Scale 1"= ±1900' ----- Soils Map Scale 1"= ±2000' AgC AgC Notice Required CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNOERCROUNO UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TOO BUSINESS OA )s, BUT NOT MORE THAN TEN WORKING DA XS" PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION IN ACCORDANCE WITH RCW TITLE 19. NAMES ANO TELEPHONE NUMBERS OF THE OPERA TORS OF UNOERGROUND UTILITY LINES IN THIS PROJECT APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED ro SERVE IN AN EMERGENCY CONDITIONS AS REQUIRED. CITY OF RENTON SanitarY Sewer KING COUNTY WATER DISTRICT 90 Water District PUGET SOUND ENERG"Y Gas Company PUGET SOUND ENERGY Power Company Call Before You Dig DIAL-A-DIG Notes Phone (425) 430 7212 (425) 255 9600 (425) 456 2511 (425) 456 2511 1-800-424-5555 1. The Developer Is required to notify the Land Use Services Division, Land Use Inspection Section, three days prior to the beginning of construction for a preconstruction conference and specifically request Jnspectlon before beginnlng: A. Installing of siltation and erosion control measures B. Clearing and grubbing C. Earthwork D. Jnstollatlon of any underground utility E. Before placing subbase, base or paving surface F. Jnstallotlon of any forms or placing any concrete 2. A pe;mit must be obtaim1d from the office of the Resident Engineer, Washington State Deportment of Transportation, before any construction Is started on any exlat!ng state route. 3. A Hydraulic Project Approval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Restoration Bond Amount $ 1t>iwtzV MSf;N 1oe> Performance Bond Amount $ -------- \ Site Plan Approval Approval of these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plat is not recorded when the preliminary plat approval expires. PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Section Township I 2 131 Range Tax Parcel Number I 1 I 4 I Io 15 I 1114121310151 j9j0j5j81 Site Location ls within the drainage shed(s) Pro Reta Share Assessment(s) are: D Required D Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rote($ ) per c.f.s. lncreases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour starm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Preliminary Plat Approval Ordinance # 1.c:4,.,9,.,0,.,3,.._ __ Preliminary Map Approval Construction Permits Received .-Sanitary Sewer -Water District Gas Company Power Company Telephone Other_~~~~~~-~~~~-- Emergency Date 05/10/2004 911 Police-Fire-Rescue RECOMMENDED FOR APPROVAL Date 5/20/2005" ~,J-&,{ Traffic & Planning Engineer King County Conservation District Materials Engineer Other APPROVED FOR CONSTRUCTION Dept. Development & Environmental Services King County, Washington Date .Q- {;i <lJ LL <I) "' "' -C C (I) :s: 3: 2 0 0 >- jiffD 7 Signature -c..S8~Y-.ceD..::'E.:..:lli:::cZ:.:.OP...:.:.YM.:.::C._,_, .:::LL:..:C _____ --1( 253 )539-8!16 Name Phone P.O. BDX 13190. PUYALLUP, WA 98313 Address and Zip Code D A Corporation jiff A Partnership D An Individual MARK & BARBARA NICHOLS Name !3815 160th AV£ S.E., Address and Zip Code Phone R'ENTON, WA 98059 ./!ff A Corporation D A Partnership D An Individual ~ g, ~ -"-C-"-O-'-'RE=-=D:..:E.:..:S.:;..;1G:.:.'N.:.<.,_!.:;..;'N:..:C:;..;. ____ _1_( 4:.=25)885-7877 ..... ~ .~ Name Phone L L 0, c"l Jl c; t.5 14711 N.E.29TH PL /101, BELLEI//JE, WA. 98001 D ./!ff Address and Zip Code "' ~ 0 ~ ~ ~ '<) (!) ~ 0 Q) Jl ~ Q) ~ (!) I ~ '<) ij "' "'(!) z Q) .Q § " "-,wz-C -,:; g>J=L1J-~ 0 "' ~ zz..., lfl .£: "' ~ I::: -z:> ~ o_ u.l ~ (!) "' z •' • -<( ~ R ~ :£z .... ::i i Q) Lu Q,,, V) ,,. ~ ., ,,. l.j L 0 c:( .µ 0 ~-C f2 1:J L )._ 0 C:S 0 u l.j .µ ~ (.) Q) ·~ ~ 0 L o_ ~ Lr") "-<:::i <:::i ~ <:::i ~ ~ <:::i <:::i --.J --.J L L Q) Q) _Q _Q E E :::i :::i z z >, +-' .µ (.) ·;; Q) ·~ +-' 0 (.) L <( o_ Sheet C1.01 of 11 LUA-09'-1.ao I 8 / LotB \800 0060 SIL -r-w/C£,;;;;,,.-=-=---= Sf/£ DETAIL Sf!El~ (/2.Jf (TYP.) ', . 18(; " \ Lot9 . J Hill ' \ 741800 9090 ·l,'.IJ:), . ._ ,D ,-.: ~ \ C Stachowiak 1423(15 90&5 l 0 c T il Cl····I 0\/1/1 A , \..1,.....,)./\J Uf\lPLA TTLD 1'1 0 '142'ilJJ:;O(i~8~ •• \J ••• ~-~) • .)JI J Poogu• 142305 9101 r=n SE 1 4, SEC. :1.4, TWP. 23 N., RGE. 5 E., W.M. CONSTRUCTION ENTRANCE SEE !)£TAIL SHEET C2.31 s Lee 145750 0095 NOTICE OF CONSTRUCTION ACTIVITY SIGN, SEE DETAIL SHEET C2.3! E Bowden 145750 0096 .. APPROXIMATE LOCATION Of 4" ~HL.. WATER BASED ON DISfRICT AS·-BUn.:rs E1 2"CC: '1·48.89 JU.-J+-:/''f-' ---'fEIIJP. SEDIMENT ,;_,/::.::,Jnd~;J?ON£Ji.r8/S/iR,,, · ·· ' . .. . SEE DETAIL SHT. .· ·=· •E•2 cc, 447 . .l4 C.'' 31 . r' · .c. fl Wilmot 1, , :1: I 145750 0101 ·~'·'------44.fi-A~P~()XI\.Jf ff c . ' [ ..... -·-·-Loc;floN. (1F ·t ··--/ PRY BASE() ON OESiGN PLANS / . \\ , . BY ROTH Hll.L / ,,~if./'1 L. BRY \ ROCK CHECK DAM L OT 1 SEE DETAIL f £ET K. C. S. P. NO. Artr.iJIJ (lr'!J'.) RFC. i\JO. 8109'! 00503 INTERCEPTOR SWALE CLER/NC LIMITS (TYP.) d ROCK LINED ~W,AL_E, , ... , /; . ~ 1 . '1)L. SEE DETAIL Htr '(;,2.';JI I , "I' , .... "'' Vsuit T 1 1\1 n 1 4? ·1, n c::; q 1 n 4 CONSTRUCTION SEQUENCE © @ 0 © ® ® (!) ® ® @ ® @ SCl/[OULE ANO ATT£NO A PRE-CONSTRUCTION MEETING ilfTH KCOOES SITE INSPECTOR BY PHONING {206) 296-6642. fENCE CLEAR/NC LIMITS. CLEARING LIMITS SHALL BE OEL/NEA TEO ilfTH 42' ORANGE SAFETY FENCING, ANO/OR SILT FENCE POST A SIGN /lfTH THE NAME ANO PHONE N/JMBER OF THE £SC SUPERVISOR. CRAOE ANO INSTALL CONSTR/JCTION ENTRANCE INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) NOTIFY 001/NSTREAM PROPERTY OIINERS. 48 HOURS IN AO VANCE, OF CLEAR/NC. CONSTRUCT PONO ANO 0/JTFALL STR1JCTUR£S, 0/JTFALL 1A TO INTAKE JA, ATTACI/ TEMP. RISER TO INTAKE LIMIT CLEAR/NC ANO GRAD/NC BEYOND LIMITS OF PONO. CONSfRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, PIP£ SLOPE DRAINS. £TC.} SIMULTANEOUSLY l'tfTH CLEAR/NC ANO GRAD/NC FOR PROJECT DEVELOPMENT. BRING TH£ SIT£ TO S/JBGRAOE MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE l'tfTH KINC COUNTY STANDARDS ANO MAN/JFACTURER's RECOMMENOA TIONS. RELOCATE S/JRFACE WATER CONTROLS OR EROSION CONTROL MEASURES. OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANCE, THE EROSION ANO SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE ilfTH THE KING COIJNTY EROSION ANO SEDIMENT CONTROL STANDARDS. COVER ALL AREAS THAT /till BE UNWORKEO FOR MORE THAN SEVEN DAYS 0/JRINC THE ORY SEASON OR TWO DAYS OUR/NC THE WET SEASON ilfTH STRAW, WOOD FIBER MULCH. COMPOST, PLASTIC SHEET/NC, OR EQUIVALENT. INSTALL UTILITIES ANO STABILIZE ALL AREAS l'lfTli/N SEVEN DAYS OF REACH/NC FINAL GRADE INSTALL INLET FILTERS. SEED OR SOD ANY AREAS TO REMAIN UNWORKEO FOR MORE THAT JO DA Y.5: /JPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS, REMOVE EXCESS SEDIMENT FROM PONO ANO 0/JTFALL STRUCTURES, ANO REMOVE BMP's Hf/EN THE POTENllAL FOR ON-SITE EROSION HAS PASSED. SE£ DETAIL SHEET "&2.31 Pc/' rn, ,, .... .) ··\ \.J \.) t ... · e 2 L ...• ; .. K r· c p·· N, : C). . ,.,.; . ,,_.) . . LEGEND SEDIMENT PONO .. FILTER FABRIC FENCE INTERCEPTOR SWALE ROCK-LINED SWALE CONSTRUCTION ACCESS LIMITS OF CLEARING IR:JOl'II ROCK CHECK DAM CONSTRUCTION SEQUENCE FILTER FABRIC FOR CB's • 0 @ · . . . 1c3·1ncc: 1,c uou # 7 ·• 1 I u_ Type coknown I r -1u,·cc, 445.4:l . ,. I ---·-··-~--~-~-------~ TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS £ROSION/SED/M£NTA TION CONTROL (£SC} PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR ORA/NACE 0£S/CN(EC. SIZE ANO LOCATION OF ROADS, PIPES, RESTR/CTORS, CHANNELS, RETENTION FACIUTIES, UTILITIES, ETC.} 2. THE IMPLEMENTATION OF THESE £SC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE £SC FACILITIES IS THE RESPONSIBILITY OF TH£ APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF TH£ CLEARING LIMITS SHOWN ON THIS PLAN SHALL 8£ CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED} PRIOR TO CONSTRUCT/ON. OUR/NC THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEAR/NC LIMITS SHALL 8£ PERMITTED. THE CLEAR/NC LIMITS SHALL 8£ MAINTAINED BY TH£ APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE £SC FACILITIES SHOWN ON THIS PLAN MUST 8£ CONSTRUCTED PRIOR TO OR IN CONJUNCTION ilfTH ALL CLEAR/NC AND GRAD/NC SO AS TO ENSURE THAT THE TRANSPORT OF S£0/1,1£NT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. TH£ £SC FACYLITIES SHOIW ON THIS PLAN AR£ TH£ MINIMUM REQUIREMENTS FOR ANTIC/PA TED SITE CONDITIONS. DUR/NC TH£ CONSTRUCTION PERIOD, THESE £SC FACILITIES SHALL 8£ UPGRADED AS NEEDED FOR UNEXPECTED STORM £VENTS ANO MODIFIED TO ACCOUNT FOR CHANG/NC SITE CONDITIONS (EC., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES ANO SILT FENCES, ETC.} 6. THE £SC FACILITIES SHALL 8£ INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTION/NC. ltR/TTEN RECORDS SHALL 8£ KEPT OF ltcEKLY REVIEWS OF THE £SC FACILITIES OUR/NC THE Mc! SEASON (OCT. 1 TO APRIL JO) ANO OF MONTHLY REVIEWS OUR/NC TH£ ORY SEASON (MAY 1 TO SEPT. JO}. 7. ANY AREAS OF EXPOSED SOILS, INCLUO/NC ROAD/YA Y £MBANKMENT5, THAT ilfLL NOT 8£ DISTURBED FOR TWO DAYS OUR/NC THE Mc! SEASON OR SEVEN DAYS OUR/NC THE ORY SEASON SHALL BE IMMEOIATEL Y STABILIZED lf'/TH THE APPROVED £SC METHODS (EC., SEED/NC, MULCH/NC, PLASTIC COVER/NC, ETC.} 8. ANY AREA NEED/NC £SC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL 8£ ADDRESSED lf'ITHIN FIFTEEN {15} DAY.>. 9. THE £SC FACILITIES ON INACTIVE SITES SHALL 8£ INSPECTED ANO MAINTAINED A MINIMUM OF ONCE A MONTH OR lf'/THIN FORTY-EIGHT (48} HOURS FOLLOilfNC A STORM EVENT. 10. AT NO TIME SHALL MOR£ THAN ONE (1) FOOT OF SEO/A/ENT 8£ ALLOWED TO ACCUMULATE ilfTHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL 8£ CLEANED PRIOR TO PA VINC. THE CLEAN/NC OPERA T/ON SHALL NOT flUSH SEDIMENT-LADEN WATER INTO If/£ DOWNSTREAM SYSTEM. II. STABILIZED CONSTRUCTION ENTRANCES ANO ROADS SHALL 8£ INSTALLED AT THE BECINNINC OF CONSTRUCTION ANO MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR TH£ DURATION OF TH£ PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SEmlNC BASIN SHALL 8£ MODIFIED lf'ITH THE NECESSARY EROSION CONTROL MEASURES ANO SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF TH£ FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST 8£ GRADED SO THAT THE BOTTOM ANO SIDES ARE AT LEAST THREE FEET ABOVE TH£ FINAL GRADE OF Tl/£ PERMANENT FACILITY. 13. Hf/ERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL 8£ APPLIED AT A MINIMUM THICKNESS OF 2 TO J INCi/ES. 14. PRIOR TO TH£ BEGINNING OF TH£ WET SEASON (OCT. 1}, ALL 0/ST/JRBED AREAS SHALL 8£ REVIE/tcD TO IDENTIFY Hf//CH ONES CAN 8£ SEEDED IN PREPARATION FOR THE lf'INTER RAINS. DISTURBED AREAS SHALL 8£ SEEDED ilfTHIN ONE l'lfEK OF THE BEGINNING OF TH£ WET SEASON. A SKETCI/ MAP OF THOSE AREAS TO 8£ SEEDED ANO THOSE AREAS TO REMAIN UNCOVERED SHALL 8£ SIJBMITTEO TO THE ODES INSPECTOR. THE ODES INSPECTOR CAN REQUIRE SEED/NC OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR ORA/NACE FACILITIES. NOTES: 1. RIP-RAP SHALL RANCE FROM A MIN. 2• TO A MAX. 8' ANO AN A ~RACE OF 4: 2. ALL TEMP. PIPE SHALL 8£ CPEP OR CMP. DUST CONTROL: Hf/EN EXPOSED SOIL 5VRFACES ARE EXPOSED TO THE POINT THAT /lfNO TRANSPORT IS POSSIBLE, THE EXPOSED SOILS Sf/ALL 8£ SPRAYED /JNTIL WET, BUT RUNOFF SHALL NOT BE GENERATED 8 Y SPRA '/INC. * Rc/1llV€ <;HA1>/tvq ON AU-FINAi.. CtJf(ll.f;c(~P H/L-Al!.S. SCALE: 1" = 50• 0 25 50 100 l. f l d BASIS OF BEARINGS N00"28'54t BETWEEN MON/JMENTS FOUND IN PLACE AT THE SO/JTH QUARTER CORNER ANO CENTER OF SECTION 14-2J-5 PER H/CffLANO ESTA TES, ACCORD/NC TO PLAT RECORDED IN VOL. 212, PCS. 10-13, IN KINC COIJNTY, WASH/NC TON. DATUM NA l1J 88 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE 0/SC IN THE INT. S.E 128TH ST. & 156'TH A J/£ S.E. (CITY OF RENTON PT/ 210J} ELEV= 547.94 (167.0!J METERS) J' BRASS SURFACE DISC IN THE INT. N.E. 4TH ST. (S.E 128TH ST. } & 148TH A J/£ S.E {CITY OF RENTON PT/ 1852} ELEV= 454.71 (138.614 METERS) NOTE: CONTOIJR, BO/JNOARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON PROVIDED BY ORYCO SURVE'f/NC INC. BO/JNOAR Y VERIFIED 8 Y CORE DESIGN INC. KING COUNTY D.D.E.S. C/J/,/1,/EN TS: 15/zo/o5 COl,IPlEllON OA le v,J-1.{ COl,IPl£l/ON OA le ___L ,.,., I,,,;; A~ (,'.) "' :z: ·o "' --~ ~ >- 0 0 "' u., -~ ~ 'II: :,. •' " "' " 0 ... .£! .2 >( ::i l).. -~ ~ \I) £ ii ~ " ; ~ ~ -o.i' t.ci (,'.) ~ "' :z: "' • "! ... ,, "' --. " :z: ., " :z: '( _, Q.. (,'.) :z: "' u., u., :z: -(,'.) :z: u., li.j li.j C( C( li.j C( Y> ~ [l'. 2 ~ w ~ ('.) :,.. ~ <( c:i Cl z ~ ~ :,.. <( 8 Cl ;,; i2 li.j f- ll:: 0 l\; ~ L,_j w c:::i -, ~ (.'.i 0 ~ fr'. l( 0 0.. ~ 0 w 2§ w > z z 0 w ('.) 5' D:'. f-1/) <{ 0... <{ w [t' 0... 0 0 0 <{ SHEET OF C2.0J. 1.1. PROJECT NUMBER 04037 UIA-08-IA-O @ NOTICE OF PROPOSED CON STRU CTI ON ACTIVITY KING COUNTY Department of Development &: Environmental Services 900 Ooksdole Ave SW Renton, WA 98055-1219 TYPE OF ACTION : SUBDIVISION • PROJECT NO. : L03P0015 ~ DESCRIPTION : 23 LOT PLAT PROJECTED COMPLETION DATE : ESTIMATED 8/04 HOURS OF CONSTRUCTION : 7AM-10PM WEEKDAYS 9AM-10PM WEEKENDS KING COUNTYS CONTACT PERSON : ASSIGNED STAFF PHONE NUMBER : (206) 296-0000 DEVELOPER'S CONTACT PERSON : KURT WILSON PHONE NUMBER : (253) 539-8116 AFTER BUSINESS HOURS FOR ENVIROMENTAL OR SAFETY RELATED EMERGENCIES: 1-888-437-4771 49• ' ~ :«~ >:: A' A 'X 'Av'* v'*'</,~~~"'<! ~ '/~~"'<! ~ '">;: 00 ~'y ~~~~~~~~~~~~ ~'( ;,:,Y/,,(_'0('<(;<Y ~? ~~ ,~ 0".~~~)07'0;,y,~)0,~'V'"}:;y' ~'~ ,,'0"-Y))y' / x0 • ;,<, /, /, /, / ~ :-<.,. NOTICE OF CONSTRUCT/ON ACTIVITY SIGN NO SCALE Notice Board Construction Specifications: The notice board shall be constructed with 4'x4'xl/2" plywood, exterior grade, good surface one side. Professionally prepared plastic board overlays. permanently affixed lo /lie board ore permissible. The notice board shall display the information as shown in /he figure and as specified al /he pre- construction meeting. Notice boards may be reused but they must be clean and show no evidence of former wording. 1. Lettering s/)le: 2. Lettering size: 3. Lettering: 4. Background Color.· 5. Lo90: Helvetica or similar slondord l)Pefoce Tille should be J" copi/ol le//ers (NOTICE OF PROPOSED CONSTRUCTION ACTIVITY) Other le//ers sh011/d be 2· letters. See 1lluslrolion above for use of cop/lo/ and lowercase letters. Block (permanent ink or silk-screen) While Kin9 Coun /y emblem, in block The oppliconVdeveloper shall erect the notice board by solidly selling two 4"x4' posts 12 lo 24 inches into the grO/lnd,· or s/ruc/urolly al/aching ii lo on existing building. Post length shall be al least 1 feet above ground. Two 2"x4' diagonal braces sh011/d be nailed to the inside bock of the pos/s and stoked al the ground lo provide slobili/y against wind or soft soil conditions if posts ore less /hon 24 inches into the ground. The notice board shall be al/ached lo the posts with four log bolls and washers (J/8 inch dio. and J' long), Notice Board Location: The notice boord shall be located.· • Al /he midpoint on the site street frontage or as otherwise directed by ODES staff maximize visibility. • Al o location 5 feel inside the street property line; a notice board slrucluro/ly al/ached lo on existing building shall be exempt from the setback provisions, provided that /he notice board is localed not more /hon 5 feet from the properly line wilhou/ approval from DOES staff. • So /hot the lop of /he notice board is between 1 lo 9 feel above grade. • So /hot ii is lo/ally visible lo pedestrians. Maintenance and Removal of Notice Board: The applicant/developer shall moinloin the no/ice board in good condi'lion lhrough0/1/ the site 1inprovemenl construction period, which shall extend lhr011gh the lime of final cons/ruction approval by King County ODES or 11s successor agency or jurisdiction. The no/ice board shall be removed within f,f days ofter final conslrcu/ion approval. Early removal of the notice board my result in enforcement actions authorized under King County Code, Tille 23 and may delay final construe/ion approval. SE '4, SEC. 14, TWP. 23 N., RGE. 5 £, W.M. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. --2"x2" BY 14 Ga. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED. FILTER FABRIC --~ ;,; -~ __, Ills 18:: " ;; ~ " 'Jm, »~ y»;--'>, /,/ :,..:, r~ :...: -----1-----------------------------------------1--1-\ ____ _ i ' i \..MINIMUM 4"x4" TRENCH t 6' MAX. I INCREASED TO 8' IF NATIVE SOIL OR J/4"-1.5" WIRE BACKING IS USED) WASHED GRAVEL. 'x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NO TE: FIL TER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE • ~ NOTES:· I. 2. 3. The geotex/1'le used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available on-site. AOS (ASTM D-4151) = 30-100 sieve size (0.60-0.15 mm} for slit film 50-100 sieve size (0.30-0. 15 mm) for other fabrics Water Permittivity (ASTM D-4491) = 0. 02 SEC min. Grob Tens1'le Strength (ASTM D-4632} -180 lbs min. for extra strength fabric 100 lbs min. far standard strength fabric Grab Tensile Elongation (ASTM D-4632) = 30% max. Ultraviolet Resistance (ASTM D-4355) = 10% min. Standard strength fabric requires wire bocking lo increase the strength of the fence. Wire bocking or closer past spacing may be required for extra strength fabric If field performance warrants o stronger fence. Where the fence is installed, the slope shall be no steep<Jr than 2H: 1 V. SILT FENCE DETAIL L NO SCALE THE SUMP BEHINO lHE ROCK CHECK DAM SHALL BE INSPEC/l"D AND CLEANED 'IIHEN COLL EC TEO DEBRIS EXCEEDS 0. 5 FEET. FLOW ROCK MUST COMPLE/l"L Y COvER lHE BOTTOM AND SIDES OF lHE DITCH--~ ROCK CHECK DAM NO SCALE T RIPRAP SHALL BE REASONABLY WELL CRAOED AS FOLLOWS: MAXIMUM STONE SIZE: 12 INCHES MEDIAN STONE SIZE: 8 INCHES MINIMUM STONE SIZE· 2 INCHES ROCK~LINED SWALE DETAIL NO SCALE INT"ERCEPTOR SWALE DETAIL NO SCALE RISER PIPE (PRINCIPLE SPILL WA Y). OPEN AT TOP Ml/I TRASH RACK PER KCSWDM RG. 5. 3.1. C W/ 4 • O.C. MAX SPACING AROUND STEEL LOI/ER BAND. NOTE: GRADE THE ENTRANCE ~ 12" MIN/MU THICKNESS AREA 12" LOWER THAN SUBGRADE PRIOR TO PLACING QUARRY SPALLS 4" -8" QUARRY SPALLS GEO TEXTILE STABILIZED CONSTRUCT/ON ENTRANCE NO SCALE STANDARD STRENGTH FIL !ER FABRIC ~ GRATE '---...cA TCH BASIN/ Maintenance Standards NO TE: ONL Y TO BE USED 'IIHERE PONDING OF WA/l"R ABOvE lHE CATCH BASIN MLL NOT CAUSE TRAFRC PROBLEMS AND 'IIHERE OvERFLOW WILL NOT RESULT IN EROSION OF SLOPES. ~:;" " ··,:' ,<-: ' ' !. Any occumu/oled sediment on or or011nd /he filler fabric p,_Q/ec(i'qil sho/J,.'!,i{ be removed immediately. Sediment shall not be removed:will/.JI/J.ter. .on(i ' all sediment must be disposed of as fill on-site or hou!ecl off-site. )',.<P . '-~-,.{~t 2. Any sed1inenl in the catch bosli1 insert shall be removed when the sediment hos filled one-third of the available storage. The filler media for lhtl insert shall be cleaned or replaced al least monthly. · 3. Regular maintenance is crilico/ for both forms of co/ch basin prateclion,,a,. _ _,c Unlike many forms of protection Iha/ foil gradually, co/ch basin pro/r,clion=< <>"-· ' will foil suddenly and completely if not maintained properly. INLET FILTER FOR CB's NO SCALE PROV/Ot' ADEQUATE- STRAPPING f 0.50' -t--------r-----,·----BERM ELEV. 4520 I \ I \ POLYElHYLENE CAP~ t J' '?-__,L...-.1..-_;,, ~~ RISER PERFORA /l"D Pa '/ElHYLENE ORA/NACE TUBING, OIAME/l"R MIN. 2" LARGER lHAN ---1 OEWA /l"RINC OR/RC£ TUBING SHALL COMPLY ltllH ASlM F661 AND AASf/ TO M294. DEWA TERING ORIFICE, SCHEO. 40 SlttI STUB I" DIAMETER EL 441. 00 (CB 2 IE) 80 T. EL 443. 00 4' ltlRE-BACKEO SILT FENCE, STAKED HA YBALES WRAPPED /1/llH FIL !ER F.48RIC OR EQUIVALENT 0/v/DER. a. 448.50 WA/l"RllGHT COUPLING 12' DIA. CORRUGATED METAL RISER 18' MIN. TACK WELD 15' 6'MIN,.....J...,--f~-;:,;:""ii5.oo 12' IE 445.00 {DISCHARGE TO CB 2) ' ' . ' ' ·--·-·-r·-··-·-··" J_ CONCRETE BASE r--AL/l"RNATlvELY, METAL L.__ _______ __J STAKES AND MRE MAY I BE USED TO PREvENT . 24" DIA. MIN. FLOTATION. (INTAKEJA) TEMPORARY SEDIMENT POND RISER DETAIL NO SCALE ASPHALT EMERGENCY OvERFLOW SP/LLWA Y ELEV. 451.50. SEE DETAIL SHT. C4. JI EMBANKMENT COMPAC/l"O 95X PER'IIOUS MA /l"RIALS SUCH AS CRA vEL OR CLEAN SAND SHALL NOT BE USEO. SEM JAM. H. "ANDERS, P.£ OHEI.OPMENT ENGINEER COMMENTS: ~/-u>/o • • CO/,/Pl£llGII OA 1F: l!·J·fL CO/,/Pl£1/GII OA 1F: ~,~¥ () "' z '() °' -" -t .; )... C C Q) LIJ -Q) 1:t: "' ~ :;:.. °' •' "" u ~ " ::i 0 " a: O> ~ V) .s i, ii °' ~ "' ~ ... ~ :z w"' l.c) () -s "' z " • "l " "' "' -. "' z ., " z "" __, 0.. () z "" LIJ LIJ z -() z LIJ l.j l.j C( C( l.j C( vi' ~ ll'. 2 ~ w ~ () >-2 < Cl (i z ~ ~ >-< (i 2 '<!- c:i 2 l.j f-- ~ Ct: () ~ l.j w c:i ..., \.'.) 0 ~ ~ ll'. I.( 0 n. ~ 0 w 2§ w > z z 0 0 3: 0:: w f-(/) "< [L "< w 0:: [L 0 0 0 "< SHEET OF C2.31. i..1. PROJECT NUMBER 04037 WA-oB-\40 /. Sile area (in square fee:) i,1 the gross horizontal ?rea of lhe project site, I. Sito Area (K,C.C, 21AQ6,1172) Site area (in square feel) hi the gross hori.anlc1I area of ihe PrQiecl si:e, less s,rbmerQed lan(ls a, d~fined )iy K,c,e, 2 IA,06,,265, and less aroos which are required to be dedica\ed on the perlm$ler of a prQieit site lpr pvbl)c right1-of.way, 0 square ieet rn submerged land (,ny lan(i belo·,v the orrJrnary iigh w~ter mqrk -~..--~- -see K,Q,C, 21A06,8~5,) + O square feet in per,meter righls-ol,way 1•i1ich will be re1iuired [o be dr,dica!Qd --~-(arei 30 leqt from ,enter line pf road) a o Tata! -~~ Calculation: /bl,,, 91,5 Gross horizontal area or the projfct site __ o--,.-Total submerged lands and right¥·of-wciy I "lo, 4{c;,>~ Site area in squ~re feet NOT~: To canti'pue calcul&tiops, co~vert site area in squere feet to acres by dlviqing by 43,560 3. &z.. Site area in acres II. B,,se Density (K.C,G, 21Al2,0~0-.040 tables): The base density is determ:ned by the zo~e designiltion{s] for the lot. 6 du/acre -"'---- Ill. Allowable Dwelling Units and Roµnding (K,C,Q, 21A.12.070) The base number of dwelling units :s calqrlaied py mul\iplying the site area by !he ba1e density in d)Velling units per acre (from K,C.C, 21A 12.030 -,040 tables), 3, ez dte area in acres (see Section L) X 6 base density (see \1ection IL) --"'---,- ::; 2Z. 9 2.. ailowablEl dwelling unit~ When calculations re:sult in a fraction, the fr8c1ion is rounded to the near13st v,h(lle nurpber a~ followf I, Fractions ol .50 or above shall be rounded 'JP: a~d 2 Fraclions below ,50 shall be rounded dowr:. I\/, Required On-site Recreation Sp~ce (K.C,C. 21A14.·180): This section must be completed only if the proposal is a residential devE1!opment of more than fo~r tjwellinq units ip the UR and R zones, stand·alone townhouses in tire NB zone on property dpsigna\ed Commerciil Outiide of fenter if more than iour units, or any rnixvd use de•mlopment if more t~an four units, Rrcreatipn spaf:e must be cop1puteQ by multiplying the recreation srace requirement per unit type by the proposp,d number of such dwelling units ()(C.C, 211\.14, 1:30). NOTE• King County has the discretion to accept a fee in lirsu of all or a iortion pflhe require9 recreition space per K,C.C, 21A14.185, Apartmenls and tmvnhouses de 11eloped at a density greater than eight 4nits per acre, and mixed us~ must provid~ recreational space as follml/S: 90 square feet X 130 square feet X 170 square feet X ---- --- ---- proposed nymber ~1f studip and one beqmom ynits proposed m,imber i;if 1\110 l1sdroo111 units proposed nvmber ~if thre~ or more bedmorn ur.iits Recreation f;pace fequir(irnent = Re:sidential subdivisions and townhouses developed ma density of eight units pr less per ac~e musl provicj.e recr~ational space as follows: 390 square feet X 8,'1'70 S.P 23" p11opose,~ numbr;rofunits = ---- f1Aobile home parks shall provide recreational space as follows: 2GO sc;uare leei X p1wosed numb 1ar of units = ---- \/, Net Buildable Area (K.C,C, 21A.06,797): This section is used for computing minimum density and must be compl~ted only if thi site iJ located •n th1 R-4 l)]rough R-f,8 zanes and designated Urban by tne King County Comprehensive Plan. T!1e net IJuildaQle are<J. is the site ;;ir~a (see. Section I,) less tire following areas: Calculation: \/I, __ o __ areas within a project .site \}•hich are req~ired to be deqicated for pub!ic rigt;\s-of-wny in excess of sixty feet (60') of •11idlh + o sensitive areas and their buffers, to the extent they are requ\red by King County to rernqin ----'~- + + u 11 de v e I up e d areas requirnd for above ground storm water cuntrol fi1cilitie1 inctud!ng, bu! not lirp:ted to, retention/detention ponds, biofi!lration swale~ and s~tbacK~ from ~uch pqnds a~d swalps areas requi1ed by King County tc, be dt1;dicate{j or resm·ed $Son-site recr~at1on 11reas peduct area within stormwater control (acility F requ~sting rpcreati~1n spa¢e credit as allpwed ()y KCC 211\.14,180, (see Section IV,) + __ o __ regional ut11Jty corridors, and + o other areas, e;<cluding sefoacks, requir~d by King County to 1·emai~ undevelopeq ---'-- = 3a,~'/Z. Total reductions /Wa, ;Jb5 _site area in square feet (see Section!.) · 38, 7 '-12. = /3,;, 72"? = 3, {lb Total reduclio[ls net buildab!e ~rea in squarEJ feet NOTE: convert site area in ,square· feet to acres py Ci1Jiding by 43,560 riet buildable ~irea in 'acres Minimum Urban Residential Density (KC,C, 21A.12,060) The minimum density rw1uiremeni appiies only ta !he R-4 through R-46 zones. Mirirpum density i$ deterrpined by multiplying the base density in dwelling units per acre (see Section II,) by the net builqable area of ttie site in acre:; (see Section\/.) and then multiplying the resulting product by the minimum cpnsity i,ercen!age frqm the K,C,C, 21A,12,030 table, The minimum density requirements may be phased or waived by King Cpunly ifl cerla!n cases. See KC,C. 21A12,060 Calculation: b base density in dulac (see Section IL) X ::,, II c,, net buildalile area in acres (sep Secti,>n VJ = , _ _f.i:2£.__ X minimum der,sity % set forth in K.C.C. 21A. 12.030 or as ~djuste~! in Se~tion VII. = ,-s. ~q minimum dwel!lng units required L_o t 7 NICHOLS PLACE PRELIMINARY PLAT SE 1/4 $14-T23N~R5£ APPLICANT: PROJECT MA!1AGER: SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMB~R OP LOT$: SFD• TOYYNHQUSE: ZONlflG CURRENT: PROPOS~D: PROP0$ED USE Si;:WAGE DISpOSA~: WATER SYSTEM SCHOOi DISTRICT: FIRE DISTRICT: TELEPHONE SERVICE: POWER NATURAL GAS: CABLE TV: U,S, Land D~velopment /\ssociates Howar(I Stan,bury/)11icha 1,I Ult f',0 Bux 22200 Seattle, WA 98122-0200 (206) 726-1445 Centurion Develop1ient Service, Michasl J Romano 22617-Sth Dr, SE, Bothell, WA S8021 (425) 486-25µ3 SE 1/4 S14-T23N-R5E 4.00 23 0 R-4 R-6 $1NGLE FAMILY RESiDENTIAL CITY OF RENTON KING COUNTY WATER OISTRICT #ijO RENTON/1S$AQUAH KING COUNTY FIRE DISTRICT #25 01/'/EST PUGET SOUND ENERGY PUGET SOUND ENERGY COMCAST ENGINEER: SUR\/1:YOR: ~aozous Eng\neeri1g, P,S, Robert Parrow 13428-{5111 ct Mukilteu. WA 98275 (425) 745-5872 Oryco Survey Larry Sprgent 12714 Valley /\venu,3 Eas\ Sumner, WA 9839Q (?53) ai6-03QO '/YCT !pETE~TION PO~D TRACT !',REA WITHIN TRACT AREA WITHIN 100 YEAR WATER SURFACE AREA WITHIN TRACT & OUTSIDE 100 YEAR WATER S\JRFACE R -L/ E 14:, ~ LE9END-EXl!,TIN(f w f/) I 1 ;Jl6TH ST ~ ~ SE 12~TH ST VICINITY MA~ BASIS OF SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY. RECORD OF SURVEY, AFN 9508099008, KING COUNTY, WASHINGTON. BASIS OF' BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY, AFN 9508099008, ROTATED -0·19•49· REFERENCE SURVEYS PLAT OF CAROLWOOD. AFN 7908280585 PL•AT .OF ROSE GARDENS. AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORD OF SURVEY, AFN 9508099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT IAENT2105 ELEVATION 468.87 EQUtPMEtff USED TOPCON GTS 38 TOTAL STATION & HP-46GX DATA COLLEC(OR PROCEDURE: USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPTION THAT POAT!ON OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF IBE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH. RANG€ 5 EAST. W. M., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUThEAST GUAATER: TI-ENCE SOUTH 00 ~5·2:1 • WEST ALONG T'rlE EAST LINE OF SAID SOUTI-EAST QUARTER OF THE NORTHWEST QUARTER OF 'fl£ SOU1HEAST QUARTl:::R. 135.66 FEET TO THE TAUE POINT OF BEGINNING: THENCE NORTH 88 •07 •59-WEST PAAALLEL WITH THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE: NORTHWEST GUARTEA. OF THE SOUTHEAST QUARTER 653,60 FEET, MORE OR lll LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE Na=JTHWEST QUARTER OF n--E SOUTHEAST GUARTER: THENCE SOUTH 00 "'27' 05" WEST ALONG THE WEST Ln.JE OF SAIO SOUTHEAST QUARTER OF -THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267 .00 FEET; THENCE SOUTH 88 ' 07' 58" EAST PARAL.LEL WTIH SAID NORTH LINE 653.72 FEET, MORE OR LESS, TO THE EAST LINE OF THE SOUTHEAST QUARTER OF T!-E NORTI,WEST QUARTER dF THE SOUTHEAST QUARTER; IBENCE NORTH 00 ' 25' 21" EAST, ALONG TI£ EAST LINE OF SAID S0UTh€AST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. 267 FEET TO THE ·rnUE POINT OF BEGINNING. EXCEPT COUNTY ROAD ( 160TH AVENUE SOUIBEAST) SITUATE IN THE COUNTY OF KINGJ STATE Of WASHINGTON. Ll!;GEN!,)-P!10PO(>ED MONUM~NT FOUNp Tf-jlS SURV~Y FOUND PROPERTY CORNER AS INDICATEp SET REBAR Ile CAP Lp# 6228 WA Tf,R Mj:TER M WA TB;R VA\L VE SET PK & TAG LS# (3228 ELECTRIG METER POWER POLE ti ~ <( i!i rri .., UTILITf l'OL~ 1.Hf!RE HYDf?ANT Ir" WA Tf;R TS:E · W/ GONG; BLOCKING GU'( AN\:HO~ . II CATCH B,/\SIN e /AANHOLE • CLEANOUT IZI PHONE OR ~:ABL~: PEpESTAL eel FIR):: HYDRAflT [ CAP ST & WATER VALV~ 'r"J WATER l~ETER ;\€1 CATCH j3ASIN OR INL\:T 'fi'J GA$ METER PROPERTY LINE (PROPOSED) ~OT ttNE (PROPOSED) ,fo\, "Jp· --[- -/---- -·····[]-- ---w- -SD- DEGIDUOUS AS QESCRIBE[) OVlj:R HEAD ELEQTRIC LINES ED~E OF PAVEMENT CHAJN LINK OR WIRE FENi;E wqoo FENG):: , , W,6(rERLINE ST()RM DRAIN li/TTTTTTi ! BUILDINGS )~0 ~c CULVERT , --·>o4----COl'JTOLIR Llt,JE NOT~S: 26,257 SF 14,422 SF 11,835 SF EXISTING LO'r LINE/RQW 1 . BUILDINGS MARKED WITH AN * WILL BE DEMOLISHED, SCA E: 1!=50 DAT ·: 5/15/03 PREPARE\') FOR: ---= TOPOGRAPHY BY GEORGE W, • DRYSDALE, P.L.S. DRYCO Surveying & Mapping 12714 VALLE'( AVENUE EAST $UMJ\jER, WA$HINGTON 913390 (253) r26-~300 FAX (253) 826-9703 NICHOLS PLACE 23 LOT R-6 PLAT \J.S. LAND D VELJOPMENT AS OCl,l\TES P.O. BOX 2 200 SE'ATILE. WA 98122-0200 PRAWl'J BY; MJR CENTURION DE, EL PMEN SERV CES ~ [] L_ ______ _,_-----.----:--,---------,------:---.-----,-~--:----,-.--.-----,--:--~-r--:---,-----,-----,--:--:--,--..--,--:--,----:--...----,---,----,-~LriOrt;-q3:1:pttOtiOft, t-J_-!9. •r-, 1 •A_,...• __ ...,. 0 -4-.... -! (A.n~· --r-• ~~M~AY ;i1 g ~zaof13 LY\ 'CJ t "" K.C. D.D.E.S. 22617 ;_ 8TH DR. SE,, BOTHELL, WA ~8021 (425) 4$6-2563 OFF. '--~l \_ \ \. \ \ \ "o;~, ,, 6\ 76& >o_ \ '\\ \\ \ \ \ \ ' \ \_ \ ' \ ·, ' \ \ \ \ -~ ~~zeler \ 142305 9051 \\ \,, \ \ \ "' \ \ \ ~ \ \ \ \ \ \\, \ ~ 0 Lot 7 SE 138th Place Lot 10 14 >--- -~--- DRYCO DRYCO Surveying, Incorporated 12714 VALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 _, ___ _ S88'1700'E 2612.97' ./ lo / I / / / I )' / / / I JE CMP: 445,90 /' ,I I !! I -------1-1-I ,, Southeast 136th Street --- Southeast 144th Street S88'5600'E 2617.72' SURVEYOR'S CERTIFICATE: REV. SYM THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS _ ~Line SE/4 IIW[4 2-E/4 Sec 14 I -+ ,, .,. IE12''CC: 441.21-/-'i"'\;I DATE / V Bowen 145750 0090 NECor SE/4 Nl~/4 SE/4 -------------- CB Rim: 454.92 CB Rim: 454. 16 IE12"N-S: 454. 6 S Lee 145750 0095 IE12''CC; 451.49 E Bowden 145750 0096 lE 12~ CC: 448.89 R Wilmot 145750 0101 i. 1 '--...._ Underground Utility crossing : , '---448 MH Vault Type unknowri IE12'' CC: 445.43 ... :,l '' ·'' I !I\_/ ;I i Project Name -------- ','- Nichols Boundary/Topo BASIS OF SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORD OF SURVEY, AFN 9508099008, KING COUNTY, WASHINGTON. BASIS OF BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY, AFN 9508099008, ROTATED -0'18'49" REFERENCE SURVEYS PLAT OF CARDLWDOD, AFN 7908280585 PLAT OF ROSE GARDENS, AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORD OF SURVEY, AFN 9508099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT #RENT2105 ELEVATION 468.87 EQUIPMENT USED TDPCDN GTS 38 TOTAL STATION & HP-4BGX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPT',ON THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M ., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00 '25 '21" WEST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 135 .66 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH BB '07 '58" WEST PARALLEL WITH THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. 653.60 FEET, MORE DR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'27' 05" WEST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267 .00 FEET; THENCE SOUTH 88 ' 07' 58" EAST PARALLEL WITH SAID NC!FffH LINE 6c.·3 .72 FEET, MORE OR LESS, TC' THE E.•.ST L lNE OF THE SOUTHEAST,QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST DUARTE ; THENCE NORTH 00 ' 25 ' 21" EAST, ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE squTHEAST QUARTER. 267 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT COUNTY ROJO (160TH AVENUE SOUTHEAST) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LEGEND 0 MONUMENT FOUND THIS SURVEY 0 FOUND PROPERTY CORNER AS INDICATED 0 SET REBAR & CAP LS# 6228/34145 C:OMAILBOX !h ELECTRIC METER 0. POWER POLE --0-UTILITY POLE o---GUY ANCHOR l8J PHONE OR CABLE PEDESTAL (l FIRE HYDRANT & WATER VALVE _ 1i2J WATER METER : CATCH BASIN OR INLET !ill' GAS METER '3:l!;l: i{l\'¥TREES AS DESCRIBED -P--OVER HEAD ELECTRIC LINES 7;,--EDGE OF PAVEMENT -X-CHAIN LINK OR WIRE FENCE -a -WOOD FENCE -W-WATERLINE -SO-STORM DRAIN = BUILDINGS --CULVERT GRAPHIC SCALE I .. Mi --... " 0 50 100 1 "~50' 150 OF THE SURVEY RECORDING ACT. t----t--i-----------------------------i----i-----------------------------------------1 Centurion Development :2:2E>li e,tr, Drive Se &thell, ~ '!eo:21 Project Location A Portion of the Northwest Quarter of the Southeast Quarter Section 14, Township 23 North, Range 5 East of the Willamette Meridian, King County, Washington DRAWN L. S. SCALE: 1" = 30' DATE SURVEYED: FEBRU!RY, 2003 APPROVED: DATE PRINTED: 3/12/2003 11:17AM JOB No: 200301 6 fo)\Et~ '~~ LO 3 POO 15 lnl MAY 19 2003 LUA-o~ ...... l'f" K.C. o.o.E.S. \ \ \ \ -,, \ ',,_ \l Ti't L rr=--11-----·· ·1- ' I I I I I I I S I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I i I I I I I : I I I I I I I I I I I I I I : I I I I I I I I ; I ! ----"'----------------- CONCRETE STEPS a!!! f4 BARS O 1'-/ O.C. COl>ICRElE STEPS SECTION A A I ,--,-I MIN. LmOlNG ·-, A _, METAL HANDRAJL NOTES FOR CONCREfE STEPS: 1, CONCREfE: CEMENT CONCRETE CLASS JOOO. 2. ALL STEPS: SAME DIMENSIONS, l'lfmlN 3/8ff MAX. DIFFERENCE. 3. RISERS: 7 1/2" MAX., 5• MIN. 4. TREADS: 12" MAX •• 11 • MIN., WITH TRANSVERSE 0.01 FT./Fr. SLOPE. 5. f.!ETAL HANDRAJL REQUIRED FOR 4 STEPS OR MORE. SEE NOTES BB...OW. 6. RElNFORCING BARS SHALL MEET TIIE REQUIREMENTS OF ASTM A-615, GRADE 60 ,!,NO ARE REQUIRED FOR 4 STEPS OR MORE. 7. SEE SEC. 3.06. H, IIA,'(, VffiTICAL DISTANCE BETY/EEN LANDINGS IS 12', NOTES FOR HANDRAII.S: 1. GALVANIZED STEEL OR ALUMINUM. 2. 1 1/4w TO 2" 0.0. ROUND OR QVAf_ PIPE. 3. 'llEUJED, WITH SMOOTH SURFACE AND JOINTS. 4. POSTS SET IN MIN. 6M CONCRETE CLASS 3000. 5. SEE SEC. 3.06. •• ~ 1,m1. o' l'J\IQ COWIY PUllUC WOFl<S KlNG COUNlY, WASHINGTON CONCRETE STEPS & METAL HANDRAIL DWG. 5-008 NO. 61H STREET (EXIST/NC) -----___ __J 1---.. ---- 1-"""-I -.......... , ,-- ~--.,,_-""c::, -T I I- I I I I I -----1-------------------------------- ------' r-""---. ..J-·------------------ I '-- 1 I I -~-r --~--. ------1 I I I I n 12 13 --------, ~ I ,I /1 I I I ,-?JPI I I~ lg! <( ~11· "' 0~1 ZG ~ ~- EJ I _____ J ,---·1 I t_ _______ l SFR I I I I I L __________ J NOTES: /_ lli/S SCHOOL WALKWAY IS REQUIRED PER PLAT CONDlllON /121 OF EVENDELL, LOIP00/6. 2. lliE PERFORMANCE BOND AND MAINTENANCE BOND OF lliE WALKWAY WILL BE WCLUDED WITH Tl-IE EVENDELL PLAT. J EROSION ANO SEDIMENT CONTROLS SHALL FOi.LOW Tl-IE BEST MANACEMEIT (BPM) MElliODS 4. ORA/NACE CONTROLS FOR /RAIL CONSTRUCTION SHALL COMPLY WIT/-/ Tl-IE 1998 SURFACE WATER DESIGN MANUAL. PRIOR TO CONSTRUCT/ON, A DESIGN Cf/ANGF ORDER WILL BE PROCFSSFD TO ALLOW KING COUNTY REVIEW AND APPROVAL Of-ALL APPLICABLE ORA/NACE FACILITIES: 5. IF WALKWAY IMPROVEMENTS ARE NOT CONSTRUCTED FOR Tl-IE LIBERTY GROVE PLAT (FILE NO. LOJP0005), THE TRAIL ROUTE MUST EXTEND NORTI-I ALONG lliE EAST SIDE OF /60T/-I A VE S:£ TO THE INTERSECTION CROSSING ATS:£ IJ6 Tl-I STREET. ___ T ____ _ I ---------- 2 1 @ (3 i;'.2 ----·-ti5 -------·· --. ---------------,-------PROPOSED 5' WIDE CONCRETE SIDEWALK W/ JOINTS PER --->,__ K. C.R S: 3-001 (TYP.) -----. ----·--.....__ '··--.. ' /,,,,,,-..., ____ ... _~ . ~' -.... , ., ,,._ -...,. ' / --. '-..,_ '-..('" ' .......... , ' ' ' "-,_ "\ '" '\., \ \ \ \ ,,~" '---,.,.,,:., 175 ' ,----\-------------, -,;;., '--~,,, 1:. I ti ,_\_ -_-_ .. ,!.·_i_:_; \ ;/f /)/;1/ 7 ~/Iii/ f A7C'T ,,~,,_ ~,~ , -~'-1 , 0 VER! z Oi 0 -_ '!:cz.l~ , 0 . -, >_._ -Jl l /I// p A lli F-"~ , ,, ,, I ----~ J , ---i ,/t,}"'·, .. , ----~ ,· --. ' ,,{:V : ,,, .· ~ '200t-Sf;)'' i '-."------------c, £)(1Sl/NG' DETENTION TRACT. . --,---. .:_ ___ _ SPECIAL USE PERMIT 5-218-04 -- EXISTING BOLLARDS 170 -LANDING (fYP) 165 160 t ) ------§ ------~, ------81-WILL EXPIRE ON 1/12/2010. CONTACT DA VE HANCOCK AT (206) 296--8230 AT LEAST 72 HOURS PRIOR TO BEGINNIN&' AND COMPLETION OF WOR!<. ' : I - _____________ I _ ---J _____ __J 0+00 /-!--00 PROF/L_E=--__ _ HORIZ SCALE: /"=-50' VERT. SCALE: I"= 5' REMOVE EXiSTING ROCKERY TO SOUTH EDGE or PROPOSEQ STAIRS T r DETENTION TRACT DETAIL ! "=20' 6 @ 7 s I I I I RECEIVED APR 2 9 2005 KING COUNTY LAND USE SERVICES ~ I I ~i I J: C) ~~I (l) ~ /2"x/8" SIGN: "NO ADA ACCESS: ADA ACCESS TO BALLFIELD IS PROVIDED FROM MAIN ENTRANCE OF SCHOOL" OR EQUIVALENT LANGUAGE TO BE APPROVED BY Tl-IE SCHOOL DISTRICT '\ _,,----SEE PNOFILE AND DETAIL OF -\ PEDESTRIAN PA 71-1, !HIS SHEET \ I INSTALL GA 7E PER ISSAOUAH SCHOOL DISTRICT REQUIREMENTS CONSTRUCT STAIRS W/ HANDRAIL PEN K. C.R.S. DWG NO. 5-006, W/ 5" RISERS AND 12" TREADS FILL TO BE COMPACTED TO 95% OF MAX. DENSITY LANDING' (5' SO. MIN), TYP. SCALE: 0 25 KING COUNTY D.D.E.S. REWEY! ENGINEER SENIOR EN&/NEETI JAMES H. SANDERS, P.£ DEVELOPMENT ENGINEER C/J~!IEI/TS: 1 " 50 100 COMPIEllON DA IE COMPIEllON OA IE APPTIOVAL DA IE l_u f- <( 0 1-t,j 0..: v' ~ k Cl ll:: C) ::,: &; ~ ~ Cl.:: VJ \_'.) --; 0 ~ "-' z z (') 3: (J) <( wl er 0 I Cl SHEET C7.04 L,_j a.: --< 2 )-, (j I ~I 0 w > 0 er 8: I <( (j z - UJ • z l'.) z Lil - L,_j C( CY ~-w () ~c K z )-, <1: (j 2 f---u L,_j 11.J ' 0 c::, [)'. ":.: Q 2§ OF 18 PROJECT NUMBER 04009 Site area (1n square feet) h_i the grass horizontal 13.rea of the project site, I. Sito Area (K.C.C. 21A06.1172): Siti, area (in square feet) is the gross horizontal area of the project site, lesi s,1bmerqed lan(ls as d~fini,d )iy K.C,C. 2 1/\.06. 1265, and less aroas which are requi,·ed to be pedicated on the perimeter of• prqjeit site fpr public righti-of-way. __ ,_r:_,__ square feel in submerged land (0ny lan1 below the orpinary !ugh w~ter m9rk • see KQ C, 21A.06.825) + ---°~-square feet 1n perimeter nghts-of,way 1~1icr, w1fl be re11uired to be dp,d1catad (are, 30 feat from eenter line of road) 0 Total ·---- Calculation: II. I b/,,.:.'f&._ Gross horizontal area of Irie proj~ct sile O Total submerged lands and right1;-of-wa:y ---.-' / iclc, 41c'o Si:e area in squ,re feet NOT!;: To continue ca1culalio11s, co11ert site area in square feet lo acres by dlviqing by 43,560 3. BL Site area in acres Base Density (K.C.C. 21A.12.0~0 -.04Q tables) The base density is deterrnineil by the zone designaiion(s) for the lot. 8 du/acre Ill. Allowable Dwelling Units and Roµnding (K.C.Q. 21A.12.070) The base number of dwelling uni ls is calcµlated by multiplying the site area by 1he ba1e density in df'8lling units per acre (from 1,.c.c. 21A.12.030 • 040 tables). 3.ez site are:, in acres (see Section I.) X 6 base density (see $action II.) ----, :z.z. 91. allowable dwelling unit, When calculations r,$sult in a fraction, the fraction is rounded to thB nearest wh0le nurriber a~ follov,1f: ' Fractions al .50 or abo•1e shall bf rounded up: and 2. Frncliocs below .50 shall be rounded dowr:. 1\/. Required On-site Recreation Sp<)ce (K.C.C. 21A.14.180): This section must be completed or]IY ii the proposal is a msidenlial devQlopmeot of rn9re than four rlwellinQ uniis ip the UR and R zones, stand-alune townhouses in the NB zone on property dp,signajed Commerciil Outiide of yenter if more than fo.ur units, or any min;d u:ie developme~t if more than four units. Rrcreatipn spa9e must be co1nputetj by mu Iii plying the recreation ,race 1equirement per unit type by the proposed number of such dwelling units (l<.C.C. 21A.14. 180). NOTE: King County has the discretion lo accept a fee in lieu of all or a iortion pf the neouire~ recre$tioo space per K.C.C. 21A.14:i25. Apartments and townhousos de-·1eloped at a density greater than eight 4nits pe1· acre, and mixed usr, must providt. recreational space as follows: 8Ll square feet X 130 square feet X 170 square feet X ____ proposed n~mber (1f studip and one betjroorr ~nits proposed nl,lmber i;.if two Qedroa11r1 units ---- ----proposed m;mber vf tilreq or more bedmom u~its ____ Recreation f.;pace ~equir1 1 mern = Residentinl subdivisions arid townhouses developed at a density of eigh/ units pr less per ac(e musl prov:~13 remiaiional spf!ce as follows: 390 se;uare feet X p1'opose9 nurnb:~r of u~its = --~-8, '1'70 ,;P -~ J.?, Mobile home parks shall p1ovide recreational space as follows: 2,0 square feet X proposeQ number of units = --~- V. Net Buildable Area (K.C.C. 21A.06,797): This section is used for computing minimum density and must be complr,ted only if thj site ii locat~d in th~ R-41\rougri R-48 zanos and design8.ted Urban Oy the King Coun:y ComprehE:nsive Plan. Tl1e ne! IJuildaQle cire9 is the site ar~a (seq Section I.) less t11e following areas: Caiculatitm: VI. + + + + + 0 ------ 0 20,,L57 ,1. '185 ------ 0 ---- areas within 8 project site 1yhich are req~ired to be deqicated for public rights-of-wpy in excess of sixty feet (60') of width sensiiive areas and their buffers, to tile extent they are requ!fed by !<ing County to rem9in undeveloped areas required for above ground s:ormv1ater control ftrcililiei incllidjng, be\ not lirpited to, retention/detention ponds, biofijlration swales and setback1 from 1uch pqnds a~d swalps areas required by King County lo be d~Jicated or reserved ,son-site recrsalion µreas. peduct area 'Nilhin stormwater control facility \f requtjsling rvcreatir;1n spa¢e cred!t as allpwed Qy KCC 2,A.14.180. (see Section IV.) regional utility corridors, and O o•her areas, excluding setbacks, required by King County lo remai1 undeveloped ---- = 3o,~~z. Tola! reductions //,,to, ,;t,5 _site area in squqre feel (see Section I.) . 3c, ?ill. Total r¢ductiops = f3b; 72.3> net buildable area in squarEJ feet MPTE: convert :;;ite area in ,squarn feet to acres py dividing by 43,56Q = 3 , / lb rel bui!dable.rea in:acres Minimum Urban Residential Density (K.C.C. 21A.12,060) The minimum density rilquirement applies only to the R·4 t11rouoh R-4? zone$. Mini111um density i~ deter~1ined Oy multiplying the base density in dwelling units per acre (see Section II.) by the net builqable area of 111e site in acres (see Section 1/.) and then multiplying the resulting product by the minimum oensity percenilge frqm the K,C.C. 21A.1?..030 table. The minimum density requirements may be phased er waived Oy ·King Cpunty i\l certa(n case~. See KC.C, 21A.12.060. Calculation: 6 base density in du/ac (see Section II.) X $,II c,, ne( buildaple area in acres (se~ Secli11n 1/.) .~~-=-.. ___f.i!J!!__ X minimum density% set fo1ih in K.c.E21A.i2.030 oras adjuste\l in Seption VII. = rf:. Z9 minimum dwelling units required Lot 7 I I l \ \ \ "" -- NICHOLS PLACE PRELIMINAR'r PLAT SE 1/4 S14-s-T23N.-.R5E 100 FT, PRO PERT< LINE OFFSET --;-. -r-~ -~ ~ --.---~ APPLICANT: PROJECT MANAGER: SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMB~R OP LOT$: ZONING SFD: TQlf/NHQUSE CURRENT: PROPOS~D: PROPO~ED USE: S~WAGE DISPOSAL: WATER SYSTEM: SCHOO~ DISTRICT: FIRE Dl;,TRICT TELEPHONE SERVICE: POWER: NATURAL GAS: CABLE TV: U.S Land D~velopment Associsles HowarQ Stanibury/~licha~I Utt PO BQX 22200 Seattle. WA 98122-0200 (206) 726-1445 ~enlurlon Developl)1ent Services ~1icha~I J. Romano 22617,Bth Dr. SE. Bothell, WA ~8021 (425) 486-2503 SE 114 S14-T23N-R5E 4.00 23 0 R-4 R-6 SINGLE FAMILY RESIDENTIAL CITY OF RENTON KING COUNTY WATER DISTRICT #90 RENT0Ni1S$AQUAH KING COUNTY FIRE DISTRICT #25 QWEST PUGET SOUND ENERGY PUGET SOUND ENERGY COMCAST "}CAL~: 1 " = ~)0' ~: ~.-, L-,-1 ~-~~i-'!9 5() p ENGlljEER: Maozo~s Engjneeri~g, P.S Robert !)arrow 1:3428-45th Ci Mukiltep, WA 98275 (425) 745-5872 SUR\/f'YOR: Qryco Survey Larry Sprgent 12714 Valley 1\venu,i Easl ~umner, 1/1/A 98390 (~53) 8~6-0300 ~o 100 '(/ET /DETENTION POND TRACT ' I ' ' . . E 14~,- f\REA WITHIN TRACT 26,257 SF /\REA WITHIN 1 DO YEAR WATER SURFACE 14,422 SF AREA WITHIN TfACT & OUTSIDE 1 OD YEAR WATE:R SURFACE 11,~35 SF ·--' -·---------- LE9END-EXlj,TIN(l w V) w . ?c ~ p 1 :jl6TH ST - ~IT 8l1SIS 0F SURVEY THIS SURVEY rs BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORD OF SURVEY, AFN 9508099008, KING COUNTY, WASHINGTON. BASIS OF SEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY, AFN 9508099008, ROTATED -0"18'49" REFERENCE SURVEYS PLAT OF CAROLWOOO. AFN 7908280585 PLAT .OF ROSE GAROENS. AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7611039011 RECORD OF SURVEY, AFN 9506099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT fRENT2105 ELEVATION 466.87 EQUIPMENT USED TOPCON GTS 36 TOTAL STATION & HP-48GX DATA COLLECfOR PROCEDURE USED FIELO TRAVERSE & ELECTRONIC OATA COLLECTION LEGAL DESCRIPTION THAT PORTION OF THE SOUT1-EAST QUARTER OF THE NORTHWEST QUAATER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH. RANGE 5 EAST, W. M.. DESCRIBED AS FOLLOWS: BEGINNING AT lHE NORTHEAST CORNER OF SAID SOUTHEAST QUAA1ER OF THE NORTHWEST QUAR1ER OF THE SOUTHEAST QUARTER: Tl-ENCE SOUTH 00 •25 '21 ~ WEST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF n£ SOUTHEAST QUARTER, 135 .66 FEET TO THE TRUE POINT OF BEGINNING; TH8'!CE NORTH. 88 "07'58" WEST PARALL8.. 'HITH THE ~TH LINE OF SAID SOUTHEAST QUARTER OF THE NOATH\<jEST QUARTER OF THE SOUTHEAST GUAATEFl. 653 .60 FEET, MORE OR L6'SS, TO THE l'l'EST LINE OF SAID SOUTHEAST QUARTER OF Tl-!E NOOTHWEST GUARTEFI OF TI-!E SOUTHEAST QUARTER; THENCE SOUTrl ao "27' 05" WEST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF · THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET; THENCE SOUTH as• 07' 58" EAST PARALLEL WITH SAID NORTH LIN€ 653 .72 FEET, MORE OR LESS, TO THE EAST LI/'£ OF THE SOUTHEAST QUARTER OF THE NOATI-lWEST QUARTER OF THE SOUTHEAST GUARTER; TI--fENCE NORTH CO. 25' 21" EAST. ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. 267 FEET TO THE HiUE POINT OF BEGINNING. EXCEPT COUNTY ROAD (:160Tii AVENUE SOUTHEAST) SITUATE IN THE COl.X\jTY OF KING~ STATE Of WASHINGTON. L~GEN{)-P~OPOpED 0 MONUMeNT FOUNp TfjlS SURVE;Y 0 FOUND PROPERTj' CORNER AS INDICATEp ~ WA Tf,R Mf:TER ;~ SET REBAR &: CAP Lf;# 6228 t,.. SET PK & TAG 1..S# !,228 (,\ ELECTRIC MgTER . 'r_\ PO\l'IER POLE -o-UTILITY POLE; ,~ GUY ANCHO~ IZJ PHONE PR (;:ABL,: PEPESTAL cj FIR~ HYDRANT {;, WATER VALVE M WATB;R V,/JLVE J( F.H.f7R£ HYDRANT IX" WA Tf,R TE££ · W/ GONC: BLOCKING . a r,A TCH B,f,SIN 8 MANHOLE ' . • PLEANOUT [ PAP ST ·g WATER f~ETER ilil CA]'CH J3AS1N OR INLicf 'ref GA$ METER PROPERTY LINE (PROPOSED) /.OT tlNE (PRQPOSEO) DECIDUOUS AS DESCRIBE[) OVl;:R HEAD ELECTRIC LINES EDGE OF PAVEMENT CHAIN UNK OR \VIRE FEN[:E WOOD FENC~ · Wf(fERLINE STORM DRAIN 7TTT7TT7T1: BUILDINGS l-~( CULVERT ---45•i ---COf'JTOL/R Llf'JE EXISTING LOT LINE/RQW NOT~S: 1. BUILDINGS MARKED WITH AN * WILL BE DEMOLISHED, TOPOGI\APHY BY GEORGE' W. DRYSDALE, P .L.S. DRYCO Su.rveying & Mappil).g 12714 VALLEy AVENUE EAST ,jUMfiER, W~HINGTON 913390 (?53) ~26-Q300 FAX (253) 826-970~ NICHOI,S PLA,CE SCA E: 1,'=50 RAWtJ BY; MJR 23 LOT R-6 PLAT fEVJS~D: DAT.': 5/15/b3 PREPAREO FOR: fl.S. , LAND D VECOPMENT AS'.;!OCII\TES P.O. BOX 22200 SEATILE WA 98122-0200 CENTURION OE. E'L PMENT SERV CES 22617 ~ BTH DR. SE., BOTHELL, WA ~8021 (425) 4S6-2563 OFF. 425 486-3273 F,;I)( ------,-------:-~-~--,---,---:-~---;----:-~--,--.,--:--:--:--:--:----,--,--:---,--,---:---,--~~~~~::::::::::=::::m+[1 JEE" r£E.~. 1 ~ ~ Lo3·po O 15 · LUA-oi-t.tt-o MAY 19 2003 JJ K.C. D.D.E.S. NICHOLS PLACE VOL. PG. A PORTION OF THE NW 1/4 OF THE SE 1/4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEGAL DESCRIPTION THAT PQRTION OF THE SOUTHEAST QU~RTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'25'21"W ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 135.66 FEET TO THE TRUE POINT OF BEGINNING; THENCE N88'07'58"W PARALLEL TO THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 653.60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'27'05"W ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET; THENCE S88'07'59"E PARALLEL TO SAID NORTH LINE, 653.72 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE N0'25'21"E ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT-OF-WAY FOR 160TH AVENUE SOUTHEAST. DEDICATION KNOW AUL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE mis PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR AUL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO -n-tE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FIULS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR AUL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, NAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND AUL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE L,<\ND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE CLAIMED BY PERSONS WITHIN OR Wl-n-tOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICA'nON SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FRO~' LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. COMPANY DOES FILE NO. L03P0015 KING COUNTY, WASHINGTON ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) ss COUNTY OJ:' PIERCE ) (l I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT foe,..~ '&b...C..c.6... IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED .THIS INSTRUMENT, ON OATH STATED ~/SHE.WAS AUTHORl~O EXECUTE THE ~:i-~~~E~OTPI~~~ L~g~NTiw~~D~~ ~R~s ATi6E VOLUNT~~ ~H ~RTY FOR THE USES OF AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: -~-=----~-"----"'-~-"-'-).------·~ 20 b6 STATE OF WASHINGTON ) ) ss COUNTY OF PIERCE ) 1 CERTIFY rnAT I Kf'..Jw oR HAVE sAT1sFAcrnRY EVIDENCE THAT J1ik:e. Fih'lua.ld IS THE PERSON WHO APPEAR[') BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON OATH STATED TH,5T HE/SHE {/~S AU~IZEO ~UTE THE INSTRUMENT AND ACKNOWLEDGED IT, AS THE U\lCH'' I <..L (U\ OF FRONTIER BANK, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: Cf-IS-OS OS -----~ 20 __ . BY· 4-_fuvA. µ.c_.,!~VVA- PR;N;:~ME: iZ»-n.l v A-. -McJ~~AA NOTARY PUBLIC IN AND FOR THE ST A TE OF WASHINGTON ' ") -,--07 MY COMMISSION EXPIRES Q\ RESIDING AT OU,/¥\f\~ FINANCE DMSION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMHHS CERTIFIED TO fHIS OFFICE FOR COLLECTION AND THAT AUL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULIL. THIS ____ . DAY OF -------· 20 __ MANAGER, FINANCE DIVISION DEPUTY SHEET :t OF 5 APPROVALS ,20~ KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ____ DAY OF -----------20 __ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER: 142305905804 KING COUNTY COUNCIL EXAMINED AND APPROVED THIS ----DAY OF CHAIRPERSON, KING COUNTY COUNCIL RECORDING CERTIFICATE ATTEST: ___________ _ CLERK OF THE COUNCIL FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ___ _ DAY OF 20_, A.O., AT . MINUTES PAST M. AND RECORDED IN VOLUME OF PLATS, PAGES RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS RECORDING NO·-------------------- SURVEYOR'S CERTIF1CATE cORE ~DESIGN 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING, SURVEYING JOB NO. 04037 LUA-oi-t~ ~ . -----·--. ---------~--------------------------------·-----··-------·---·-·"--·-·---·---------------·· ---·-·--------.-- NICHOLS PLACE VOL. PG. A PORTION OF THE NW 1/4 OF THE SE 1/4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY DRAINAGE EASEMENT AND COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS •PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS/, TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRlnEN APPROVAL FROM KING COUNTY PROPERTY SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOVING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBIJC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL, OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS OR OVERHANGS) SHALL NOT BE PERMlnED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY ODES OR ITS SUCCESSOR AGENCY. KING COUNTY DRAINAGE EASEMENT AND COVENANT FOR RECREATION TRACTS A DRAINAGE EASEMENT AND COVENANT OVER TRACT E IS HEREBY GRANTED AND CONVEYED TO KING COUNTY A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS ' APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT FOR KING COUNTY ITS SUCCESSORS OR ASSIGNS, TO ENTER SAID DRAINAGE EASEMENT AND COVENANT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED HEREIN. ONLY THE FLOW CONTROL AND WATER QUALITY FACILITIES CONTAINED WITHIN THE TRACT WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY KING COUNTY. MAINTENANCE OF ALL OTHER IMPROVEMENTS ON THIS PROPERTY SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE COST FOR THE RESTORATION OF ANY NON-DRAINAGE IMPROVEMENTS REMOVED OR ALTERED AS THE RESULT OF THE MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE IMPROVEMENTS. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES, OR ITS SUCCESSOR AGENCY, FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTIENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. \ PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOVING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PROPERTY THEIR HEIRS, SUCCESSORS AND ASSIGNS. ' PRIVATE EASEMENT PROVISIONS THE OWNER(S) OF LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER{S) OF LOTS BENEFITED AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN AND THEIR ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON THE SUCCESSORS, HEIRS, AND ASSIGNS OF THE OWNER(S) OF LAND HEREBY BENEFITED. THE OWNER(S) OF LOT BENEFITED AND ITS ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIME AS MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFOR; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATIE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR ·USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PAnERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. DOES FILE NO. L03POO 15 KING COUNTY, WASHINGTON EASEMENT NOTES 1. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT NO .. 90, THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST, AND COMCAST, AND THEIR RESPEc·nVE SUCCESSORS AND ASSIGNS, UNDER AND UPON TRACTS A, B AND C, THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE, OF ALL LOTS AND TRACTS AND THE EXTERIOR 5.00 FEET, PARALLEL WITH AND ADJOINING SAID TRACTS A, B AND C, OF ALL LOTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, MAINS, CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SANITARY SEWER, WATER, ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, AND UTILITY SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR BE PERMlnED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT AITACHED TO A BUILDING. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS. 2. THE 10.00 FOOT PUBLIC WATER EASEMENT SHOWN ON LOT 11 IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT 90. KING COUNTY WATER DISTRICT 90 IS HEREBY RESPONSIBLE FOR THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT. 3. THE 15.00 FOOT PUBLIC WATER EASEMENT SHOWN ON TRACT B AND LOTS 14 THROUGH 16 IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT 90. KING COUNTY WATER DISTRICT 90 IS HEREBY RESPONSIBLE FOR THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT. 4. THE 10.00 FOOT PUBLIC SEWER EASEMENT UNDER AND UPON THE EXTERIOR 10.00 FEET, PARALLEL WITH AND ADJOINING THE PUBLIC STREET FRONTAGE OF TRACT B IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT. 5. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 THROUGH 2 IS FOR THE BENEFIT OF LOTS 2 AND 3. THE OWNERS OF SAID LOTS 1 THROUGH 3 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 6. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 3 THROUGH 6 IS FOR THE BENEFIT OF LOTS 4 THROUGH 7. THE OWNERS OF SAID LOTS 4 THROUGH 7 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 7. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 8 AND 9 IS FOR THE BENEFIT OF LOTS 9 AND 10. THE OWNERS OF SAID LOTS 8 THROUGH 10 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 8. THE PRIVATE DRAINAGE EASEMENT SHOWN WITHIN LOT 11 AND TRACT A IS FOR THE BENEFIT OF LOTS 11 THROUGH 13 AND THE NICHOLS PLACE HOMEOWNERS ASSOCIATION. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 9. THE 9.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT A IS FOR THE BENEFIT OF LOT 11. THE OWNERS OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF LOT 12 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 10. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOT 15 AND ffiACT B IS FOR THE BENEFIT OF LOT 14. THE OWNERS OF SAID LOT 14 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF SAID LOT 15 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 11. THE 12.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT B AND LOT 17 IS FOR THE BENEFIT OF LOTS 14 THROUGH 16 AND THE NICHOLS PLACE HOMEOWNERS A ,ILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 13. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 20 THROUGH 21 IS FOR THE BENEFIT OF LOTS 19 AND 20. THE OWNERS OF SAID LOTS 19 THROUGH 21 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 14. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT C IS FOR THE BENEFIT OF LOT 21. THE OWNERS OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF LOT 22 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 15. THE PRIVATE DRAINAGE EASEMENT WITHIN TRACTS C AND D AND LOT 23 IS FOR THE BENEFIT OF LOTS 21 AND 22 AND THE NICHOLS PLACE HOMEOWNERS ASSOCIATION. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE M/\INTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. , 16. THE PUBLIC SIDEWALK EASEMENTS SHOWN ON LOT 1 AND TRACT E ARE HEREBY DEDICATED TO THE PUBLIC USE FOR PUBLIC SIDEWALK PURPOSES. 17. THE 5.00 FOOT PRIVATE WATER EASEMENT WITHIN TRACT B IS FOR THE BENEFIT OF LOT 15. THE OWNERS OF SAID LOT 15 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE WATER FACILITIES THEY HAVE BENEFIT OF USE WITHIN SAID EASEMENT. 18. THE 10.00 FOOT PRIVATE WATER EASEMENT WITHIN TRACT D AND LOT 23 IS FOR THE BENEFIT OF LOTS 22 AND 23. THE OWNERS OF SAID LOTS 22 AND 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE WATER FACILITIES THEY HAVE BENEFIT OF USE WITHIN SAID EASEMENT. 19. THE 30.00 FOOT BY 30.00 FOOT PUBLIC SANITARY SEWER EASEMENT WITHIN TRACT F IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SANITARY SEWER FACILITIES WITHIN SAID EASEMENT. SHEET 2 OF 5 PLAT RESTRICTIONS 1. TRACT A IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 12 AND 13 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 12 AND 13. OWNERSHIP OF LOTS 12 AND 13 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT A, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 2. TRACT B IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 15 AND 16 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 15 AND 16. OWNERSHIP OF LOTS 15 AND 16 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT B, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 3. TRACT C IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 4. TRACT D IS A PRIVATE RECREATION TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. OWNERSHIP OF A LOT WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED INTEREST IN SAID TRACT D. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID ffiACT D. SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, fHEN THE LOT OWNERS OF LOTS 1 THROUGH 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. 5. TRACT E IS A PRIVATE TRACT FOR RECREATION AND PUBLIC STORM DRAINAGE FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 23, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT E. EXCEPT FOR THE PUBLIC STORM DRAINAGE FACILITIES, THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT E. SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT E, THEN THE LOT OWNERS OF LOTS 1 THROUGH 23 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. AN EASEMENT OVER, UNDER AND ACROSS TRACT E IS HEREBY DEDICATED TO KING COUNTY FOR ACCESS AND FOR THE MAINTENANCE, REPAIR, CONSffiUCTION AND RECONSTRUCTION OF THE PUBLIC STORM DRAINAGE FACILITIES CONTAINED THEREIN. 6. ROAD MPS FEES PER KING COUNTY CODE 14.75 FOR LOTS 2 THROUGH 23: THIS PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTIEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATIE IN EFFECT AT THAT TIME. ROAD MPS FEES PER KING COUNTY CODE 14. 75 FOR LOT 1: ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 1 IN THIS PLAT SHALL BE EXEMPT FORM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. 7. SCHOOL FEES FOR LOTS 2 THROUGH 23: SAID LOTS ARE IN THE ISSAQUAH SCHOOL DISTRICT. FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE, $2,498.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SCHOOL FEES FOR LOT 1: ONE RESIDENTIAL UNIT WAS EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOT 1 OCCURS ON OR PRIOR TO THREE YEARS AFTER DATE OF THE ISSUANCE OF THE DEMOLITION PERMIT, THEN SAID LOTS SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEES. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOT OCCURS MORE THAN THREE YEARS AFTER DA TE OF THE ISSUANCE OF THE DEMOLITION PERMIT, THEN THE FULL ASSESSED FEE, $4996.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDIJ'IG PERMIT ISSUANCE. SEE KING COUNTY CODE 21A.43.070.A.2. 8. THE STREET TREES PLANTED WITHIN THE PUBLIC RIGHT OF WAY WITHIN THIS PLAT ARE TO BE OWNED AND MAINTAINED BY THE NICHOLS PLACE HOMEOWNERS ASSOCIATION UNLESS KING COUNTY OR ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 9. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE PLAN NO. P#4082 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. . 10. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION WAS ESTABLISHED ON SEPTEMBER 6, 2005. 11. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "TRANSFER OF DEVELOPMENT RIGHTS CERTIFICATE NUMBER: 79" RECORDED UNDER RECORDING NO. 20040811001634. 12. THIS SITE IS SUBJECT TO CONDITIONS, NOTES, EASEMENTS, AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF SURVEY PERFORMED BY DOWL ENGINEERS AND RECORDED AUGUST 8, 1995 UNDER RECORDING NO. 9508099008. (THE ENCROACHMENTS SHOWN ON SAID SURVEY WERE REMOVED DURING THE COURSE OF CONSTRUCTION OF EVENDELL, RECORDED IN VOLUME 229 OF PLATS, PAGES 034-04) 13. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 160TH AVE. S.E. FROM ANY LOT WITHIN THIS PLAT. 14. THIS PLAT WAS APPROVED WITH THE USE OF RESIDENTIAL DENSITY CREDITS FROM THE ffiANSFER OF DEVELOPMENT CREDIT PROGRAM AND IS SUBJECT TO THE REQUIREMENTS OF THE PROGRAM IN ACCORDANCE WITH KING COUNTY CODE 21A.37.010. I 471 I NE 29th Place Suite 10 I Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING • PLANNING, SURVEYING JOB NO. 04037 FOUND H /2" BRASS CAP W/PUNCH IN CONC. ON. 1.2' IN CASE CITY OF RE/HON NO. 2105. HELD FOR CTR. SEC. 14-23-5 NICHOLS PLACE VOL. PG. (MONUMENT DESTROYED OUR/NG INSTALLATION OF SANITARY SEWER MAl~ILINE) A PORTION OF THE NW 1 /4 OF THE SE 1 /4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON UNPLAffiD LOT 2 K.C.S.P. NO. 488029 2 LOT 1 K.C.S.P. NO. 488029 7 JANEITS RENTON BOULEVARD TRACTS FOUND 1" J.P. YI/TACK IN CASE, DN. 1.2 0.3E X 0.8S FROM CALC 1/16TH CORNU,, HELD CALC'D SUBDIVISION FOR CENTERLINE 160 TH A VE. S. E. 2612.97 -j 15 DERRYHURST VOL. 66, PG. 74 MON NOT SEARCHED FOR HELD POSITION PER DOWL ROS SEE NOTE 5, THIS SHEET 30' 30' LOT A t3 K.C. BLA NO. L03L0013 lg'i[ -1-·~,\r, ---,---r---.---:1~30::_::6::.:::.49 30'' ~I V) <>'. ~I I-<>: _, ..':::. n 0 ...= '° <.O (/) "'I 0 z Cl:'. <( w CD LI... 0 (/) en c7i 0 ~ .e::-1 0 0 ;t; I <.O N t,: I '° 1'8 I C) C) :z: REC. NO. 1 4 20040723900002 --I TRACT N L5 ~ _ I ---__ AC!..£j -LOT1 -l ---L ' I I _L UNPLAmD LOT 2 K.C.S.P. NO. 878133 REC. NO. 8002250639 UNPLAffiD --- 11 31-1 -29 28 3_o I J_ TRACT H_ TRACT L I~ _I_ I I~ L _J ~ 0 to ..- <.O ro o:i I') <.O N TRACT 1 TRACT 2 -0/--..-s: --- 5 6 L_l__j_~E~< ' 1 T 1 ~8 ~ 9 <-~r----13 __...J 9 8 7 6 5 4 3 2 <.O (!) U) n 16 / 15 I 14 I 13 I 12 I 11 I 10 \ 9 ~ 8 " 14 ,-,--r,r-:SE~·-,:..:13:.:9:..:.TH:..:_:S:::T'..:... ___ B g _J r '-, J_ I_J T 1_1 J_ r ~ ~·-1-5-r\ 19 20 21 ~ ~ TRACT E g ~1 0 ~-1.-,---1-_~~ ~ I ~ 16 18 i I UNPLAmD ~,:----..i....-L..Nwauia·;o7';'•3w1·:"i:wf---2i2r--::+.~2-3_J_ _____ J;~ ~ ~---L...-_ _j_ __ L_ _ __i __ _j__:=, _ _L ___ _j I 623.73 ~/ ITT W. LINE, S.E 1/4, N.W. 1/4, I xi ~~-;;;;--,-,--,-_::.S.:;:E.:_1~/:_4,_:_S~EC::_ . ..:_14~-.:_2~3-:_5~:::J ~'o\1)\1)':i ' ~ LOT 1 '<;\(). ""\ l)G T.L NO. o \'P 9425200010 6 c},c::i<.?"-s ~ 't-~'.'>~i). 'o T.L.-N-0. --1 3 4 5 L) s\l"';\~-,':I 7 IN is,· I 9425200012 j_ I. *\.\)'\\.,i'.:i· I 8 ---1..653.s2 I_ 1_ _J_ _ l_---':lL- LOT 2 30' _ ,_553.83 w 'n N in ,-J 0 0 z: TRACT 3 -1- LOT A TRACT 4 Ns8·1no"w 1301.Gs - S. LINE, N. W. 1 / 4, S.E. 1 / 4, SEC. 14-23-::; l I I I T FOUND 3" X 3'' CONC. MON IN ----~tPUHCHCD BRONZE PLUC 23 --1308.86 \l / 1/ N88'37'27"W -261-7.-72-- MON flOT SEARCHED FOR HELD POSITION PER DOWL ROS SEE NOTE 5, THIS SHEET SECTION SUBDMSION DIAGRAM SURVEY NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 4268-645061, DATED JULY 28, AND UPDATED OCTOBER 28, 2005. IN PREPARING THIS MAP, CORE DESIGN HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE GUARANTEE. CORE DESIGN HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. ALL DISTANCES ARE IN FEET. 3. THIS IS A FIELD TRAVERSE SURVEY. A LIETZ SET4C COMBINED ELECTRONIC 5 SECOND THEODOLITE AND INTEGRAL DISTANCE MEASURING METER WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROWNG MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT USED TO CONDUCT THIS SURVEY WAS COMPARED TO AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. DOES FILE NO. L03P0015 NOT TO SCALE 4. ALL MONUMENTS SHOWN AS FOUND WERE VISITED THE WEEK OF APRIL 17, 1995 UNLESS NOTED OTHERWISE. 5. SECTION SUBDIVISION PER RECORD OF SURVEY PERFORMED BY DOWL ENGINEERS, RECORDED UNDER KING COUNTY RECORDING NO. 9508099008 AND ROTATED 40" COUNTERCLOCKWISE TO MATCH HIGHLAND ESTATES, ACCORDING TO PLAT RECORDED IN VOL 212, PGS. 10-13. (ROS) 6. POSSIBLE HIATUS BETWEEN THIS PROPERTY AND THAT WHICH ADJOINS TO THE NORTH EUMINA TED BY SURVEYOR'S CORRECTED LEGAL DESCRIPTION FOR SAID NORTH ADJOINER AS SHOWN ON KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L03L0013, RECORDING NO. 20040723900002 SHEET 3 OF 5 ----·'"-- w ~I ~I z: 13 BASIS OF BEARINGS N00'28'54"E BETWEEN MONUMENTS FOUND IN PLACE AT THE SOUTH QUARTER CORNER AND CENTER OF SECTION 14-23-5 PER HIGHLAND ESTATES, ACCORDING TO PLAT RECORDED IN VOL. 212, PGS. 10-13, IN KING COUNTY, WASHINGTON. LEGEND (:B FOUND MONUMENT AS NOTED t::=l QUARTER SECTION AS NOTED 9f SECTION CORNER AS NOTED 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING • PLANNING• SURVEYING JOB NO. 04037 LUA-o8-t4" ~ . 8 --- 0 0 r-,: (0 N w • 0) 0 r-- pl 0 N 0 UC) U) a ci '° NICHOLS PLACE A PORTION OF THE NW 1 / 4 OF THE SE 1 / 4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 19 I 113.59 12 TRACT A SEE REST. 1, SHT. 2 N88'07'31 "W 112.30 92.30 13 20 I I N en l ...: 0) U) <O ,-... a:, w .\ ~ \_?o.oo ~ 21 I 22 1 55.00 11 r---~ N30"57'22"W (R) I l 40.00 10 23 w en N N c" O? '° ,., • en 0 z ~ o "' •-63.,.,7'1 Q" R=25.00 ,w '.;; l4.47 N ° tF "-t.=30'37'18" 0 ,'5 • -----. z •Y)°' ~ °" I 24 I SO.DO 9 ,w 0) N 'i:--J N 0, \0 .,; 0 a, z KING COUNTY, WASHINGTON N88'07'31 "W N. LINE, S.E.J/4, N.W. 1/4, S.E.1/4~SEC. 14-23-5 I I 50.00 40.00 55.00 I EVENDELL I I VOL. 229, PGS. 034-042 I 25 I 26 I I 27 l N88'07'31 "W l 623.59 l I 40.0(J 50.D'O 40.00 'SO.OD 40.00 TRACT L w w 8 en N 7 'm 6 ,w w w ,w ~ N a, 5 'm 01 m c~ N N N 4 'm 3 0) ,w <ri ,,.; 'i:--J 0) "' 0) N N N N 2 1 \0 \0 ,,., "' 01 N N 'i:--J OJ OJ <D 0, CJ) \0 n ,,j N m \Cl ...-; N N 0 0 m \0 m \0 ,., a, "' m z z 0 0 m 5 \0 "' :z: 0 :z a, z :z: 0 :z: c::,<::i ' ~ :fl {-, L=55.37 JL=13 36 ~ ~ ,:<Y-en . 27.27 50 00 40.00 N88"07'31"W 90.94 i{ ..,:.l!l: ---=;;,;.._-_tl;.,l_--~~-;J.~,~~:~~J.!,~~_j5:Q_,O.~OOL_-J,r-~4£0.~00~-1r--~~-;l--~L--:l--~t:2.9..--i-~Q2_-l_J~~~ N59"55'27"W6(~J/ ~:---___ SE. 139TH _S_T. -- 50.00 40.00 J 50.00 l. J, ~-,c::,'<J ~~ 9'., .... :':>°'' 40.00 31.74 '! .,, ;, J.J, ...!i.88'07'31"W 513.28 14 ~~ ~ ~ ft\ ~ ~ ,f \)() , 21.54 50.00 "0.00 II ...J n':J· ,()'\ V N67"04'25"E (R) <l / ~, ~) b 483.27 --- .lr 50.00 185.08 -N -0 -,,-; ro 20.00 0 0 1-'? ,,., N z .J- ~ ~: ,., -w . (/) w v5~ w·-z . l :::J0 30.01 w ------" I I ::: 0 0 ,--: <D N ,.1 30.01 '-17 . w V) . VOL. PG. 0 z s.92~, ."..\'L, I ~ ~ ,,;-""5")":>':S N88'07'31 "W 88 46 '-:',"JJ.. 1"9~ ""I • ,b v '-f f--...;_:_:::::...::..:~.::.._:'..;'.:2:::.._ __ _:~ o's'>--': I ~J <::> • 8/ V•~ o I .c::J G TRACT RECREATION <!...~,p"< <'. <:9. s ~'-P;Oo D ,....: (0 N w > <: W. LINE, S.E. 1/4, N.W. 1/4 S.E. 1/4, SEC. 14-23-5---.... UN PLATTED N 0 ci <D N 0 ci lD SCALE: 1" 0 40 ... s:z.~ Cj /fr w>-1 ~ ,v· <~ o~, ~;.:e Jlll .Jil~,e; ,, -(1 -$ 1 9 ,w '3' <:, • CC! I '\)() 15 -~ 8 -~ ! ~ ~o,"'\'\ TRACT B a~ g /lo,,5~5·,...ss-·0-6"~ tt\!1-':J~ ~ ~ n Lc:49.71 -, SEE REST. 2, ~ ~ ~ ~ SHT. 2 I',... n "' N36'13'12"E (R) \0 :'ri 86.97 N88'07'31"W 106. 97 16 105.73 40' 80 st-4.53 ~ 20.00 g }'-' en 55.00 ,w 01 ,N N \fJ 17 N -. n N . .,., r--. • OCl N88'07'31 "W 80.01 00 0 :z: 0 en 0 z 18 50.00 100.00 LOT 1 LEGEND BSBL BUILDING SET BACK LINE O FOUND 1/2" REBAR W/YEU..OW PLASTIC CAP STAMPED "CORE 38488" • SET 1/2" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 38488" €B SET STANDARD KING COUNTY CONCRETE MONUMENT IN CASE 'A. SET TACK IN LEAD W/SHINER STAMPED "38488" ON PROPERTY LINE EXTENDED IN UEU OF FRONT CORNER AS FOLJ..OWS: LOTS FRONTING THE NORTH SIDE OF S.E. 139TH ST. AT 1.50' OFFSET UNLESS NOTED OTHERWISE. LOTS FRONTING THE SOUTH SIDE OF S.E. 139TH ST. AT 6.50' OFFSET UNLESS NOTED OTHERWISE. NOTE SEE SHEET 5 FOR EASEMENTS OF RECORD AND EASEMENTS TO BE ESTABLISHED. DOES FILE NO. L03P0015 20 50 00 1-'-' (J) NO No '° 0 . '° 0 z w en N 0 • 0 N . lD 0 • (J) 0 z 21 ,w en o NO No ~n rn 0 TRACT C 2 SEE REST 3, ~ SHT 2 50.00 N88'07'31"W 85.00 22 105.00 N88'07'31"W I 623.73 0 0 ci 0 ;:: 0 ci O> ,w o, N "' \0 0 :z: ,:, 0 ci '° ' w 0) N g~ ci • no :z: SEE REST. 4, 0 0 SHT. 2 ci (J) w 0) N "' \0 a :z: 50.00 40.00 N88'07'31"W 90.00 23 90.00 w ' 01 N 0 'i:--J 0 \0 0 lD 0 :z: TRACT E DETENTION/RECREATION SEE REST. 5, SHT. 2 173.00 ·6' s,,.. ,,. 30.01 '° '° <D ;':!I I ~ 0 (0 ~ K.C.S.P. NO. 481066 REC. NO. 8109100503 I LOT 2 30' HOUSE ADDRESSING THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF 13815 - 13908 AND WITHIN THE RANGE OF 15800 -15959 FOR THE EAST-WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. DOWNSPOUT NOTE ALL BUILDING DOWN SPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS NO. P#4082 ON FILE WITH KING COUNTY DEPT. OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) AND/OR THE KING COUNTY DEPT. OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHAU. COMPLY WITH THE PLANS ON FILE. AU. INDIVIDUAL STUB-OUTS AND INFILTRATION SYSTEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. NOTWITHSTANDING THE ABOVE RESTRICTION, LOT 23 SHALL DISCHARGE ROOF DRAINS DIRECTLY TO THE ADJACENT DETENTION FACILITY WITHIN TRACT E. THE OWNERS OF SAib LOT 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE ROOF DRAIN FACILITIES WITHIN SAID TRACT. SHEIET 4 OF 5 TRACT NOTE A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. (KCC 19A.04.330) THIS PLAT CONTAINS THE FOLLOWING TRACTS: A, 8, C, D, E AND F. 1471 1 NE 29th Place Suite 10 I Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING , PLANNING· SURVEYING JOB NO. 404037 ~ . LUA--08~140 --· --···----------· ·-·-·--·---------------1 NICHOLS PLACE VOL. A PORTION OF THE NW 1 / 4 OF THE SE 1 / 4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON I ~1 I I I I S'v'v ~~,,-\J \\\l \) s~S ~,{::i· I I I I iiC?J, I I I I I ~C)'v· I I I I I 24 I 30' I I I I I I I I 19 20 21 8 22 23 TRACT L r-----...,~~----~1,;-~24 ~. 4 ~ 5 ;-~-~~~1-::::-1 __ _J __ 1r--i.!J1Fll'.cLi12e~~-..L--;~.1---,----,---~~~~---..,--____ J N00'27'09"E )--i--, I 12 10.00-I --l~OJ--i 25 I 26 I I 27 N88'07'31 nW 623.59 10· 10' PUBLIC ---- \\s "r?--\J S D \j S \) 1G· ?--C)S <oJ, \ ~C)'v· 0 \ 0 ,-..: <D 14 N \ w • \ m 0 I"- \ f" 0 0 z \ \ ---~ UNPLATTED WATER I I -~ I TRACT I \ I I EASEMENT SEE NOTE ~ 8 7 6 5 13 5' UTILITY EASEMENT SEE NOTE 1, SHT. 2 (TYP) 5' PRIVATE WATER EASEMENT SEE NOTE 17, SHT. 2 16 15' PUBLIC WATER EASEMENT SEE NOTE 3, I I I I ) I ) I --i I I I I I 11 PRIVATE DRAINAGE EASEMENT SEE NOTE 9, SHT. 2 I I I I I I I I I I L------------1 g' :---~ .... SHT. 2 10 --------- 4 3 9 10' PRIVATE DRAINAGE 10' PRIVATE 10' UTILITY EASEMENT ] DRAINAGE EASEMENT t-__ ]_~~-.:._ N_{ __ ~-~-· -.L-....=-:..::-,=..-=.--=.-::.:-:..;-:.:-:..::-:..::-:.:1-----------J;r~:~~.----~~ ?~~ 1 r--~=-=-==-====-~~-=-=---=-=---==---==---=i=---==--~-- k--20' SE. 139TH ST. N88'07'31"W 513.28 2 10' PRIVATE DRAINAGE EASEMENT SEE NOTE 5, SHT. 2 1 ' PUBLIC SIDEWALK EASEMENT SEE NOTE 17, SHT. 2 ----- R=25.oo'v' ' ' ' ' \ R=25.00 J ,, __ \ i'F46'26'45" 0 0 ,--: (D N ',, I L=20.27 I --i'F40'35'03" ~~--~ ~--:_: __ ~-~-~-~-~r-F-:;~~~~~~~;~~~-J-=~8~· ====-r __ 1 _11 ____ "7f=i=r:==-------~-l71M ___ .1_ ____ ~L:=~17~.7~1 30.01 483.27 ---- 12' PRIVATE DRAINAGE EASEMENT SEE NOTE 11, SHT. 2 17 / ----------------------r-f----------_ _________ 111.os g ! -------------~ // ~~·~[{iirE ~S~EiETlNMLOtTNE~ l, ! 1 ! T~~~R:A: ;;,;~~~; EASEMENT --il~;;;--J-------------,\ 1 ~ / -WATER N SEE NOTE 16, SHT. 2 / SEE NOTE 13, SHT. z (TYP) I I · SEE NOTE 1, 1 ,/ SHT. z I f-·-EASEMENT ~ SHT. 2 (TYP) I TRACT C : : SEE NOTE 18, 1 I I SHT. 2 I N88'07'3J"W I I I 21 1a.98 / / ~~J\_<ts_/-TRACT E : 1 1 '(>.CJ]/ SEE DRAINAGE EASEMENT AND 1 19 20 -1-r---------~~S;~~~ATTE DRAINAGE COVENANT FOR S~~CRiATlON TRACTS, i lj_. ___ j__ 10' PRIVATE ...._-------IL_--1 --L----~~[hi-~-,.--1_1_-SEE NOTE 15, SHT. 2 : 1 1 DRAINAGE I : : EASEMENT .J....1>--5.00 30' X 30' PUBLIC I : / SEE NOTE 12, 18 10' PRIVATE DRAINAGE J SANITARY SEWER EASEMENT ] : 1 1 SHT. 2 EASEMENT I 2 3 SEE NOTE 19, SHT.2 I --i r---SEE NOTE 14, SHT. 2 I I I I I I w i,., N in f'-1 0 0 z SHT. 2 I I 22 ,I r ----1-- 24' --.l I -<J I I . w (/) . ~ <( ~ 0 (0 I I I --110' r _________ __;,_...:.-1 ______ L __ ~=:------J __ Niiiiii'r:ii'i'fErE?i __ j ___________ l _________________ i1 --11 J LOT 1 N88'0731 W 623.73 ! ! __ !_fcOL_/ SCALE: 1" 40' 0 20 40 80 I J,• 1 I DOES FILE NO. L03P0015 I \)DD t,.<o'\ b\J) \\C). 2)\\J\J s~. <o\\J t-~· \\C). ?--s\J· I I I NOTE SEE SHEET 4 FOR COMPLETE-LOT DIMENSIONING SHEET 5 OF 5 LOT 2 30' 14711 NE 29th Place Suite 101 Bellevue, Wa,hlngton 98007 425.885.7877 Fax 425.885.7963 ENGINEERING · PLANNING, SURVEYING JOB NO. 04037 PG. ·-·----·----------------------~ -o B __ -· 1_4-0 __ ~ ~---· I I I I \ I I I \ I ----------- KING COUNTY DEPARTMENT of ASSESSMENTS -------------------___ ,._,, __ _ ---------- jhe infor~ation included on this map has been compiled by King County staff ram a variety of sources and !s subject to change without notice. King County makes no representations or warranties, express or implied as to K~cuccv. completeness, t_imeliness, or rights to use of such intorm~tion. . 1n.g ounty shall not be l.1able for any general, special, indirect, incidental, or consequential damages including but not limited to lost reven~es or lost.profits resulting from the use dr misuse of the information con~?b•~edd on this map. Any sales of this map or informetion on this map is pro 1 1te except by written permission of King County. -------~- CONTROL MAJOR CONTROL MINOR AlGHTOFWAY PLAT -~--- -------- SHORT PLAT PARCEL ORIGINAL PARCEL EASEMENT SURVEY/LEGAL HYDRO CITY BOUNDARY Parcel Boundary Platted Major Boundary N + ---------- ----------- SE 07-23-04 KC 1908 Scale 1:1200 (1" = 100') September 18, 2002 ;.: / f>J/2 (("3 '//.'7/0"J &/c:.5/0) i/;1_j/03 ,;,,1,'-, , L,v/ , ' 100 FEET 200 ~- LOT3 : 8504040~04 LOTI _vm ___ -~-·· ~Ir ~ 11657~·; •• 1 1-. •• 0 , ' ,, -1 LOTA· '~" : 9606 1 __ , ,o 1121) ,, 1,.;,l5.' c.-, , ? __ uc. __ ,,___ --1 I ~ ~_. ;:_~ 1~16~#')1LOT21··., ~ I I"' ,~J'E_li' ,,; cc,-~,\al,-. lD" ,"'"' C m t " 5_~ -,..: "'1 ~ "' ' :c,; LOT I I ~"-Y,i a e j 93V l 9203 9207 i"'""' ,;' O " ' -j j S620 ,,,. o e, ,, ' ' ~ '" "36 9035 9209 i-, ~ -, "tr' \O,S "i II,,";~.;829_',' I·,~.:",,,.;, ,-s'c":;a'.c"-','l'--"-',:o,',,'.,'~-',l:_ '; ;:,\,{;~_ C """' -,,,,,; i i ""'' """"' "'"" 117. asAo•s ,,1 :oci?7<5 :~'"\/o"!3" '"I 2aQ3J»s; 9212 I I I; 1'.':! I LOT~ ,1 -n " _, I ·~ 9570 Ji'2f0il5 8 '" ~- j ~ 1 K.C, r.o.E,S . i ' I l -' 10 -, -, C) I lOTH ST ,-, 1 <,, ----------·-~" IU -" " 20 s, HGZ om we " 0~7 !",J2~~= (/) --:;: •'1 I 1; I I I I, ,- ' 0022 l2'i00"s 9574 ''" "' ' ,ao l, ''' \ ,; ~ "'" !'•!-'< 'F) i 3·J "" 9205 9252 55 ·1q~ 55.JSo 01 ,, j 9452 I ~ 81 . C]995# l G ! Ac G ·-·-.. __ SyY_120J._H ST ,~ ~ ~----------"°_ --------------,c,,oCoc_,-,_,----------~~-----------"=::::=:;;=t===j "' ''" o O I , ' , " oo 92'6: ,, o -----'='~'c·-------------~~ S,325 22, ______ ,•,;; '°""'"''m~,-,11' ] ~ 1J792~s " l' 9631-, o --r--'Lll"'-~, ~----,--_,--~-,·-, r;,·-----_ ----'" ,,, 9252 c, l:J'/5 1 , _J_ ',--,--,---'SeW;._1c~20TH ST '° " ,,, ---,c70-----~---If-------~---___ --"'c',,1_ 85 1" .. -,., 1c IC , ,w,-" _ ,,,.., --~ ~2, ec _, ''' eo cO ,-,<a ,,~, __ -sco __ _,," ,,. '"" r--,,----,---,,--r----·e,-1 9322 1~-oc~s·", I " ,_1;",'."2""2c,-' ,so .- \i'H: BO cJO /' ,c •; .'" ,M -•' '-----'"~",SI 30 I 30 • ,,. ~~ r ]; ~ 9429 I 9423 9578 9572 25400S ""' 9'506 11-11 )~~ 9573 '"' ' 949' . 9282 9279 '"'' 1120C·#s 92/JI "' 9290 ' 9327 1----,,,------,''r'-'-'-'-' ______ ,_j-~ S =~, "o 120 " H~~u•s .,,.,., "'" ' '"' l5 - Ll575~J 9331 75il0Ns '"" 9296 , r----,,.,,-_,,-----1 W21 <iano,1s 9425 I i ,: I "' ' 9577 9341 :o:;l~~ ! I EOGO~s-12~-()87 ' I C ' --"'..?__ ......L.--_,, __ "'' ~,.04 --· -----~:-/'-'''-----------~----·: A5 c..<;;1· c aw -I ~-"--,,-,,,-,,,,- 4'1 ,1----------I 9222 ' ,o 0 " 2 3 4 00'20 2050 0 " 4 :i: "" ;,:,-r,,i~s ',\ f- ' m L-"-"'_"_' --1 9'62 0040 g; 4 ' 792U~ g 327580 ': HIDDEN 6 7 MEA, OW l!375¥s ' C005 " 636700 ... 9763H~ 1 0000 <6U 1•, r-----''a'·•c'"~-;;;---j _____ J ~j 9426 ~! ~OCO~s ~: Cl ' z N, 'Jl5~h 9340 ,__ 4[)~00#3 5 ' _, - ' . - -· -· 0378 0400 U252"~ 0141 S7604s 0142 a15,;as 0143 5 94'.J011g 01'1) 193'.S#s 160 I I' C OJ78 "'" 9500#s I 5'JO•:~s fl:-, --'~i''-----1 t;, 5 n; ,;:~ 1,--"--"" -I 0407 ~4oois 10 ' \ITT 1 85G<las 11 " m -' ---~~---~--_5" ~i __ " ' 13 ;• ~~J,10 : 0062 ' ' E fiJ 5 15( ., 00 '" 0897 °"' 58·78 )B7 C " 12 ·12co,s 0061 ,,,,, - 0 0 06115 81001ts ' 0'99 85£7#5 0040 6 ,. 0 ' 0 0045 '" 9 tr;-, 72~0~s ' 0085 17 1B SP LOT 1 ·,~JJ% ~-. 07 0 LUf 4 92n I, I' I ; 30 i ,: "' " :i: f-"' JC - JU l.3'J".J5•s 0005 • 922:'#, '.~ LOT 3 i ill%~s 01 O','.j-----;:,""':'"oOIOO.;:_-'i']~-----'>-OOOO--,rl • 106 "" iJi Na~·'.2 46'E ·" g; ,. ,, LOT 2 ~ S1'.?G•1s;~:::: 0099 u Q LOT 1 :,t; flB20Ns a 1' rn ,, , n-cs OOCAI I"" ': crcl.57•Ji.3J 6 +/- ' •• '.OG.9215") ie" •,. 0093 9'1~1#s ~- 126.326 ,_ ,_ ; !: : -------~- "' I ~I) J./5.32B 32B 0 0 I " m ,-,- " ru '" ,: ' "' ' >' "' ~ "' " " '" - 0 rn 9395 75[,0+'.5 11 0111 1 ":91 #S 1A65-1#s 0240 --- 0 "' 5 886~#S 0121 f ' 12 J0807~s = 0~3 ' %8l#s !.'RBX 0Zl2 24 0231 : 4500 •s _ 360 01 ~rne·se·~1··,·i --------------·"-. 187~2#s 0081 0060 , 1- 63 168 GJ. '.5() 12 . 33C No LOT 3 ~ --11635~~ 0020 IJ922ii~ 1183009 "'" 0070 9•]401,5 r1' • 6 i------1-~ 634100 O' J22,1#s 0073 101' ~J26~S No 0000 63, J7 " ,_ ' -, LOT2 7.i ~JJ9TS I S90S0416 I 0002 ' ' !SI ,SSR '") 03 17 Q u 0 0 /5•}2#s~ 0041 5 u ,~, '-'0 •. , -- 0050 0051 'O 12e. Ja iJn. 32 _sw__J24.11:LSI ""-1' '1 !C'l .328 14 " ' " ' ACRE JN3i~S \89' 12 Mi"- 12~ ,,.s '.2ca 328 ,, 16 23'.36#s '.1145~~ 00.2 G3 159 75378#8 u ·- ,_ 17 ' f-----'''' C -,, VOL 37-35 12721is. 75S?#a 0031 0 0 0 "!----------' 0043 mi~~.,, 00,0 2 ' f----~-"'" 3 g ,, i.\.354!'9 0 JOfJOO#sS OOJ5 : ()0 120. 3~6 --- !C6 3?8 ! Tl ACTS 916() ,., 303B~ 0021 780Ct/S W33 15 ' -, ' fl-30 I OOl6 VOL 46-2 9 0075 0 ' 'J/50115 'r-----------~ " ' 13 - ,. l,_'-[9874#9 .: 0020 fi5 JJl'i .E.~CQ ''" 19 VOL 39-6 7 " " 000:, 16 S,7~0~s l~O -17 KCSP 77812:;! 7009140868 PARCEL 1 'Q ·2· I. 7~ jC7A'.IC 0015 ~E : .- •t ot ~-~ad.,, ,:, ., 422f)li 003 KCSP L08S0063 ~0020723900014 OllO 20 28222#s 0191 ' ! 1AJ7¥~ 9497 7[6J#s 9475 0000 900JC 9372 3 P<lO#s 9361 7200#~ "'71 ' 720GSs ft---------J 1 78foG#s 9171 900011 " "' -------------------- [;;L"' ru ,z I I J i i ,I ' C C OLI 0025 5 7G?2fro TAYlOR ER 0020 4 65 05 ADD VOL 5 -42 43 2 " ' ,;I ' I jd67~,~ I 9474 LOT 1 '220 1500U#s 0 "' 0 ' ' 7cl0\J~G 000 ~, '.0800#5 ·;2CfJ~5 I I'" "° '"JOlD -'•'•'Ll10"c ' • " '" " s~s-·47·~0·,, _____ _J_ '" f'="~ '" :' ,-~ ,, " r,:-~::_"1"r,c-_oo-_~,-~ __ "_,,i'','.i'_' __ -__ -_-:._.,-. __ ----~------~-_--_.,:--.-,[, ' "1' ~·~:~~~" ~~[r.---,w~,,..--','.,,'----,-,",--r:---w,:."_~----1-'-',',.----~~::. ~ -. -1 oi~r~t 11 s g 2""' :: 47"''"', ' ;·-----;-i,.;;;· "''°"' ' l'-'e?'c!;'°~'~'!'.c'_o~00~5!.Jl ____ 48_ ;:[ , ___ Wfio,50 i 48 ''":''I ,;',','" rn,oo•, °'"" ' 3 0015 ,-4' 02lO : ' 3 47 0400" ' .,,,,,¥ o,n ______ 4',,~;;-';' ,, 2 °''°;;1 ,-----;;---~-] oo. a-~~ ,l,).5-1 O@ 2 ,, ,, 0 ,_ 46 C , 3 '"'''" ,-----, g 4,,,00 ', , 45 --, o ;---------02&>--______ oo,;c,c_ 05~ 46 ' C 3 ' l'.JGO ---------, :r: "'°'' 0 ' " 4 '""' 45 ""', e ( ____ ,•fl,,,/ , ,l"'.rfl ' -------------4 '"' 45 ' i ,, ' ---, ,,t;';li 440220 ' ' 44°'" 0 --------------------,'C----•• 4 0760 45 ' ' 0015 3 oow 10 r,?C ! #s 95 3" 0020 SOUT-IERN \193~5 55 cc ' " , ,, w " 0 oW " ,"' Q ,' '" -"·: 5 g,/ ______ ,_,,_o_o __ ,_,_,_,_0_ g 5 0520 6oooi •. p· 0 "'s~" -·9rJOo#;·llt------l----i ~ I;! I 1 6240# "' 3UOJ1/ Q2"1u 01 0725 '0-,, '" o, :?, 5 ° ;;; ·-7---ooro-1H;---44c32c_---o,,_", "' o·oo# e ffi --~~-" ~ ---;;ocoJs 11","~,',",,"-:"_,.--•~·-'.:"'"_·-,,,! ~11' ~ 'o77, 0985 44 " '-----"'~'i'°!'!'1j' ' \JL\JV o --'·•' s -j bl~~t :", "' 5 0 ,,, .. ---: : r · ' ·:-----,. 0272 7 4? 0 ;', 3noo, I :: -zn-·#~"' 70535 420rog I ' 41 lJ?4Q~\,\ f, '0275 ·--Ji'--------1 ?OOOa' ' " 6 I s:. j 0 0045 I 40 0200 f.', (/') g 0265 41 0 0 8 6000# 41 0705 g 8 0785 9 5000•S 42 ' ' 1-------1---: 0 0 ' '" 0025 ~ 5 ~ 618~,,~~ 6 --_________ j ;' 9 0 ,·-----------------> ~000# -~_Q545 ;~ ·---10 34-/ --~ S~-10 ;/ 9'53 9229 G)70~ 927' 9231 9305 ,,,~~ 57~5~~ 6HJ5,,g ~5. IC 6760# 9446 728C~~ ' > 0 1 " .... ' ''' 0 12,\BO#: \ 39624C~g ..., g 'IQ 0290 ;-------'].,..,----==-=-J ~ i r----''~'c'~'!'-L-1,------~~ 0445 g 11 (,:,,: ____ _:_a_~-f, I°'< I g 11 / 38--···--:; l 1£ ------I ,-1i+----'"C'"'O~C~•2s°J -_-~c--___ 3_'c'~'-"-'''---1,: ;;; -,2-o;J,"- g 935on. ---------§OClfY;,-- > '" 12 --------~~ 0065 --_ 360ll0 a\ g 13 0 0 0 ,-, 14 -' 150000"-', -----------;,! ~ 16 > ' 6240# : ' 35 5240.,g ' 0'!70 "' '+ 6 > C H --- ' 17 31~0#: . 0088 : ' 32 r:t67 0 3120~"' 18 ~~.: 24 0 '14 :-____ 1_,;a9_,Q ' g~ 1S 0320 --1 i'JOO;l; 0 ,., ' Y. 16 " 16 03'0 30 29 GOOO~s 27 0 C 0 C C 0 26 0375 l 24 5000•9 ;;uu;:.,.._ -------- 20 " -. 23 0355 0 0 0 " ' ___ L''i.O.!-l.li 1205fi5 7:iUO~ 13 14 15 0570 ------------9500f~- 16 170571 -;,--------------- ' -· ,., 0 ,., 0 ,- 0 0 18 54001,s 210005 5COJ~s 22 23 00'\S 32 0655 g ----------· ccouas-· 31 ;,; 30 0645 g ·---MM~s-· 29 g 3JOO#s 2a C640 g 3C·OC#s 270035 g C 0 s " 0 0 0 . 0 ,., 10 0795 15 ~ 17 20 0855 -,__ ----------__ , 7000h 21 39 o,55 0 J375.rs4 n'" ------··--"·· s _,c'c'._~ 0956 ------- 32 ;;\ "4531 29 4{0,~h-- ,,.,, 28 0 0 --~ -- ___ J ' ' -- ' -' [ 0 '" 0 IC I I I I C " f.:--- 0 ' 0 " 0 0 C " 8 7 8 9 10 11 ,, 13 14 15 -~--- 17 0 6?50• 0 625~" 12 00 oc ocm ' 0 O C ~ J!''o3# ooe ]50 " 18 19 20 0 -" 21 22 f----- 23 009! 5?54~ f?.54~ 000 I __ '~-, J_ I I IUO Ee JCO ,,-, '----"'--_J 24 i -------- JO I JC -r ,I ~I _,, w '' 0 ,., 0 " 4 '870 ____ _'~OO*s 5 O 1690 10 11 1900 -----3J00~5 12 131915 90'JU •s 41 0 0 JJG04s 402045 g 600,Ji/ 36 35 C " 0 ,- e>o:10•;;----- "'~· 34 2020 ~ 30 33 0 " 32 20'KI g ·---------' ~--------------- :;;: 4 :: 18300 f-----~'°~-';· ":'~'s;u: ~-----41 r'" 0 , a 3120~: : 78oo~s - "' \.. ,_.'i66Q : : 40 ;;: 391820 ;, '\ ,,,. 3 \21)# i : ,ffl: : __ _ 0 '" s ,-, ::-. ' 1670 7][20#~:: " ~,; a J120,1i i 371300 ~ r--------------•. 9-oos:: :,:" 3120#' ·~------3~2_i;\_\)J_t 10 llOO 11 52~0# 12 " 33 1795 q 5J~;c;·.-,,- 32 ~ 42 41 1)22 ~ 9368#s 40 g 31;w":; ,j466 : : j~~'•S I I 6 1470: [ 39 m:ig 'c",-,,,-,-,,-,-'--""'-J :-----. ----------· "' 7 1-1,75 i 3J~,l·)•"g W30 I: ' ' 0 " g 3120~3 :----·------------- }---~"0-.:150:C'.c2-41 r ______ -~~ ~_7-~ ~ :. l'---~14" ~g ---~~---· 15 -GIJC?.r1'S- 31 ?, · -·-5200-#s-! 14 1705: 31 1700 :;: ___ _p_ 14 1 I 7G00h I I 31 ,'.; --------,,~1--------1 0 " ' 6fJC,G~s; 302COO g 101l30 7200#s 9359 18270#5 l!:'22~#5 --~-rr~--..i~ KC LOT 1 9061 !lS % ... ,, ,. 0 a ~. " ,., 6 29 9529 SP AIU 0 " C C I I No ;r LOT 2 9!331<s:- 4 0190 . ! 15 ' ' ' ' '" ~200~5 0 ,-, 15'15ll 1: ·-.------------o'i 0 9ifSOa~ I , "' 16 -, ', w, g 0 0 >, 17 !530 ', ---------' ---1 1802AJ~s: 30 '{551 ;,; 524,;.'1s-· 29 '.? 281550 g r ---------------· ' Ll2~0#3 27 ~ 9374 SP ::/~,\,Cc_,~o->,~,-,-1" !.1970~s ,_,__, J e S T ~ "· j---_;.:::;c_ ___ .1 ;:Jc\'] * I 0070 J-, ' ~ 6 0060 ' 12: o,;s 0050 5 0 ,_ -\ITT ' DOI N "''r-'-----1 o• ,o '" "' "' ' ' ·~ 0 -' _220_ ~4! __ --,, "' ,; ' "' ' & 1285023 ; ~ LOT 3 9623 9J3~hf ' 0 z 0 0040 4 0030 3 ,.,, 0020 2 00() 1 ' 9156 ~ ~ 9377 il 1------" -:0:":'~":_u Cl ~ 9396 ' ' ~j----------1 9598 7 ~ lci#s 9597 ' 9124 ' [q 30 1 l)'.)05 13500 is 0195 l'."iOOOi~ 0200 0 0 0 0 0 - 0 0 ~" 3 JOCO~ 4 ~5() ~60 6 ~uoo~ 7 g 9000,I 37 36 1435 0 42 3000#" 41 1430 C, 30CO#,., 40 1425 .M Jooo~ 39 1415 g bOOMg VOL 5-65 _:~-~ 351:390 i,l 11 ---6060#3" --1 34 8 !-----''O"C'O'!':;Js "1::::-t-------J g 12 fillO I 27 0 -- s 0 ~ --------l ----. 60~01is 5J0:5;;s 13 _ 16 ~'Kl 500(#~ 17 50~0#c 16 32 g 291360 g 271350 g _ ')0~·,,;'c,.J'W ol0.01'0L" CHCSD S-1'-20 Ci6 0070 190051#~ ''"""' S,IG IOl'L" 5-10.1 sua ~A6 9624 0020 4 1 J500 ~s 0 0 0 -· C ,- C ' O>:l 3 3000#S 4 1)J5 1.100~5 1040 5 JOOO#S 0 "' 11 1)70 34 ~ ,'":l ---------i,1,..l----J ,,, SC 12 50001 33 g ___ !u 0 0 ,, ----~-0 15 4-,'' ' ------------___ .J ' 32 g ~7JO.'I . MO 31 :,; , ;\ I -='----I ' C' r ___ .," -30 g ! ¥ 'o -' '" 18 JYa6 ~~~27 iii , f:ca,ac·,oolcscs·e,fo~sc'~,·'.-,j}~~-,,...--1---~ '" 19 26 g : ' ___ .J 26730' 20 mo Vi! 21 195.68 5' -----,~~ 25 100 24 _1_5 r,e,a,c, I <1,'l<-,a 0 0 ' ' ' ' ' ~~' ---:.: C G ,., " ---· __________ u _____ -------+-''o'~' -I~ n 0 "" '"" ' 4/ 02 SUR :I' 0 0 -0 0 rn rU ' '" '" 0 0 '- ' 0 - 0 0 0 " t.' ~J 1 0270 2 0275 625Ms 3 - 4 0295 6 0295 7 6250~5 6250#$ " ., '- ' ---0000---"'<'C"!'!"'--I r - 0 " 0 ' 10 03U 11 03~ 12 13 CP -- l ' -?: ---------------1---- 0 ' 14 15 -t---· 16 17 18 , ' J25Gf\,t• ------I- OJ50 6250#s ?-· 1,'508#s __ ' ' 0 "' 0 ' g 19 20 21 22 23 0355 0370 0360 l---.. ----------- 3 2 2 ' 0 ------{r--1.,,s:. ? J25.i74ir$ 128TH ST D OcJ'i.J, O 0 "'_, L'> S 128TH ST o ' ] r -----·-125-o"B-· -,--- 5 AIU !-'----.,-,----'' 4~ 'o0-ro--~---~-·" _________ : "'0 'OOC6 rr-,::, 1 55'·-•s 0 C 6 OOJO ' m r,, ------------------- ' "' ------------ I I i i I I I I I \ \ II i I I I I I • I I • I I • I NICHOLS PLACE VOL. PG. A PORTION OF THE NW 1 /4 OF THE SE 1 / 4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'25'21"W ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 135.66 FEET TO THE TRUE POINT OF BEGINNING; THENCE N88'07'58"W PARALLEL TO THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 653.60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'27'05"W ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET; THENCE S88'07'59"E PARALLEL TO SAID NORTH LINE, 653.72 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE N0'25'21"E ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT-OF-WAY FOR 160TH AVENUE SOUTHEAST. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TR:\CTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE CLAIMED BY PERSONS WITHl~J OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED A.S RELEASING l<ING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE HAVE SET OUR HANDS AND SEALS. SBI DEVELOPING, LLC A WASHINGTON LIMITED LIABILITY COMPANY FRONTIER BANK BY: BY: ITS: ITS: DOES FILE NO. L03P0015 KING COUNTY, WASHINGTON ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF PIERCE ) ) ss ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT-------- IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON OATH STA TED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT, AS THE OF SBI DEVELOPING, LLC, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: ---------·-·-·--------· 20 __ . BY: PRINT NAME: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY COMMISSION EXPIRES RESIDING AT ---- STATE OF WASHINGTON COUNTY OF PIERCE ) ) ss ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT-------- IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON OATH STATED THA.T HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT, AS THE OF FRONTIER BANK, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: ____ ,20 __ . BY: PRINT NAME: --------·· ·---··-·--·-·- NOTARY PUBLIC IN AND FOR THE STATIE OF WASHINGTON MY COMMISSION EXPIRES RESIDING AT ___ _ FINANCE DMSION CERTIFICATE I HEREBY CERTIFY THAT l1LL PROPERTY TAXES ARE PAID, TrlAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO T·:IS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON At\lY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS DAY OF ,20 __ MANAGER, FINANCE DIVISION DEPUTY APPROVALS DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS DAY OF -20 __ _ DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS _____ DAY OF , 20 __ _ DIVISION DIRECTOR, LAND USE SERVICES DIVISION KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ___ DAY OF , 20 __ _ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER: 142305905804 KING COUNTY COUNCIL EXAMINED AND APPROVED THIS ___ DAY OF ,20 __ CHAIRPERSON, KING COUNTY COUNCIL RECORDING CERTIFICATE ATTEST:-------·-------- CLERK OF THE COUNCIL FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ___ _ DAY OF 20_, A.D., AT MINUTES PAST M. AND RECORDED IN VOLUME ______ OF PLATS, PAGES ______ , RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECOR()·, ,<,JD lLECTIONS MANAGER RECORDING NO. SUPERINTENDENT OF RECORDS SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF NICHOLS PLACE IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; THAT ALL COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. KENNETH W. SHIPLEY PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 38488 STATE OF WASHINGTON CORE DESIGN, INC. 14711 N.E. 29TH PLACE, SUITE #101 BELLEVUE, WA 98007 PHONE NO. ( 425) 885-7877 DATE fol @ © [~ D \'iJ @@) lfu AUG 1 6 2005 . 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 Sl-fiEET :l OF 5 K.C. 0.0.E.S. L05FR042 ENGINEERING· PLANNING, SURVEYING JOB NO. 04037 WA-~a-140 '"ti Ci) . NICHOLS PLACE VOL. PG. A PORTION OF THE NW 1/4 OF THE SE 1/4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY DRAINAGE EASEMENT AND COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY PROPERTY SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOVING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY AL TERA TIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL, OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTIBUILDINGS OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETIBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. KING COUNTY DRAINAGE EASEMENT AND COVENANT FOR RECREATION TRACTS A DRAINAGE EASEMENT AND COVENANT OVER TRACT E IS HEREBY GRANTED AND CONVEYED TO KING COUNTY A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT FOR KING COUNTY, ITS SUCCESSORS OR ASSIGNS, TO ENTER SAID DRAINAGE EASEMENT AND COVENANT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED HEREIN. ONLY THE FLOW CONTROL AND WATER QUALITY FACILITIES CONTAINED WITHIN THE TRACT WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY KING COUNTY. MAINTENANCE OF ALL OTHER IMPROVEMENTS ON THIS PROPERTY SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE COST FOR THE RESTORATION OF ANY NON-DRAINAGE IMPROVEMENTS REMOVED OR ALTERED AS THE RESULT OF THE MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE IMPROVEMENTS. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES, OR ITS SUCCESSOR AGENCY, FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FAC11 ... ITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOVING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. i~~R c~~1~1~Nlul~t~to~~N A~6THA~~N~~ND AND IS BINDING UPON THE OWNERS OF SAID PROPERTY, PRIVATE EASEMENT PROVISIONS THE OWNER(S) OF LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF LOTS BENEFITED AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN AND THF.IR ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON THE SUCCESSORS, HEIRS, AND ASSIGNS OF THE OWNER(S) OF LAND HEREBY BENEFITED. THE OWNER(S) OF LOT BENEFITED AND ITS ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIME AS MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFOR; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. DOES FILE NO. L03P0015 KING COUNTY, WASHINGTON EASEMENT NOTES 1. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT NO. 90, THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST, AND COMCAST, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON TRACTS A, B AND C, THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE, OF ALL LOTS AND TRACTS AND THE EXTERIOR 5.00 FEET, PARALLEL WITH AND ADJOINING SAID TRACTS A, B AND C, OF ALL LOTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, MAINS, CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SANITARY SEWER, WATER, ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, AND UTILITY SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USE.S SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS. 2. THE 10.00 FOOT PUBLIC WATER EASEMENT SHOWN ON LOT 11 IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT 90. KING COUNTY WATER DISTRICT 90 IS HEREBY RESPONSIBLE FOR THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT. 3. THE 15.00 FOOT PUBLIC WATER EASEMENT SHOWN ON TRACT B AND LOTS 14 THROUGH 16 IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT 90. KING COUNTY WATER DISTRICT 90 IS HEREBY RESPONSIBLE FOR THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT. 4. THE 10.00 FOOT PUBLIC SEWER EASEMENT UNDER AND UPON THE EXTERIOR 10.00 FEET, PARALLEL WITH AND ADJOINING THE PUBLIC STREET FRONTAGE OF TRACT B IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT. 5. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 THROUGH 2 IS FOR THE BENEFIT OF LOTS 2 AND 3. THE OWNERS OF SAID LOTS 1 THROUGH 3 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 6. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 3 THROUGH 6 IS FOR THE BENEFIT OF LOTS 4 THROUGH 7. THE OWNERS OF SAID LOTS 4 THROUGH 7 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 7. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 8 AND 9 IS FOR THE BENEFIT OF LOTS 9 AND 10. THE OWNERS OF SAID LOTS 8 THROUGH 10 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE 0: THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 8. THE PRIVATE DRAINAGE EASEMENT Sr':'WN WITHIN LOT 11 AND TRACT A IS FOR THE BENEFIT OF LOTS 11 THROUGH 13 AND TI:E NICHOLS PLACt HOMEOWNERS ASSOCIATION. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RE',PONSIBLE F'OR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 9. THE 9.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT A IS FOR THE BENEFIT OF LOT 11. THE OWNERS OF SAID LOT SHALL BE RESPONS!BL.E FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF LOT 12 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 10. THE 10.00 FOOT PF{IVATE DRAINAGE EASEMENT WITHIN LOT 15 AND TRACT B IS FOR THE BENEFIT OF LOT 14. THE OWNERS OF SAID LOT 14 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF SAID LOT 15 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 11. THE 12.00 FOOT PRIVATE DRAINAGE l:.ASEMENT WITHIN TRACT B AND LOT 17 IS FOR THE BENEFIT OF LOTS 14 THROUGH 16 AND THE NICHOLS PLACE HOMEOWNERS ASSOCIATION. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 12. THE PRIVATE DRAINAGE EASEMENT WITHIN LOT 17 IS FOR THE BENEFIT OF LOT 18. THE OWNERS OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 13. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 20 THROUGH 21 IS FOR THE BENEFIT OF LOTS 19 AND 20. THE OWNERS OF SAID LOTS 19 THROUGH 21 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE • FACILITIES USED IN COMMON. 14. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT C IS FOR THE BENEFIT OF LOT 21. THE OWNERS OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF LOT 22 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 15. THE PRIVATE DRAINAGE EASEMENT WITHIN TRACTS C AND D AND LOT 23 IS FOR THE BENEFIT OF LOTS 21 AND 22 AND THE NICHOLS PLACE HOMEOWNERS ASSOCIATION. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 16. THE PUBLIC DRAINAGE EASEMENT SHOWN ON TRACT F IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY. KING COUNTY IS HEREBY RESPONSIBLE FOR THE PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID EASEMENT. 17. THE PUBLIC SIDEWALK EASEMENTS SHOWN ON LOT 1 AND TRACT E ARE HEREBY DEDICATED TO THE PUBLIC USE FOR PUBLIC SIDEWALK PURPOSES. 18. THE 5.00 FOOT PRIVATE WATER EASEMENT WITHIN TRACT B IS FOR THE BENEFIT OF LOT 15. THE OWNERS OF SAID LOT 15 SHALL BE RESPONSIBLE 19. THE 10.00 FOOT PRIVATE WATER EASEMENT WITHIN TRACT D AND LOT 23 IS FOR THE BENEFIT OF LOTS 22 AND 23. THE OWNERS OF SAID LOTS 22 AND 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE WATER FACILITIES THEY HAVE BENEFIT OF USE WITHIN SAID EASEMENT. SHEET 2 OF 5 PLAT RESTRICTIONS 1. TRACT A IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 12 AND 13 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 12 AND 13. OWNERSHIP OF LOTS 1 AND 2 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT A, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 2. TRACT B IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 15 AND 16 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 15 AND 16. OWNERSHIP OF LOTS 15 AND 16 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT 8, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 3. TRACT C IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 4. TRACT D IS A PRIVATE RECREATION TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. OWNERSHIP OF A LOT WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED INTEREST IN SAID TRACT D. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT D. SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT THEN THE LOT OWNERS OF LOTS 1 THROUGH 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. 5. TRACT E IS A PRIVATE TRACT FOR RECREATION AND PUBLIC STORM DRAINAGE FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 23, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN SAID TRACT E. EXCEPT FOR THE PUBLIC STORM DRAINAGE FACILITIES, THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT E. SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT E, THEN THE LOT OWNERS OF LOTS 1 THROUGH 23 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. AN EASEMENT OVER, UNDER AND ACROSS TRACT E IS HEREBY DEDICATED TO KING COUNTY FOR ACCESS AND FOR THE MAINTENANCE, REPAIR, CONSTRUCTION AND RECONSTRUCTION OF THE PUBLIC STORM DRAINAGE FACILITIES CONTAINED THEREIN. 6. TRACT F IS CONVEYED TO THE CITY OF RENTON OR ITS SUCCESSOR AGENCY FOR PUBLIC SANITARY SEWER PURPOSES, TOGETHER WITH ALL MAINTENANCE OBLIGATIONS, UPON THE RECORDING OF THIS PLAT. 7. THIS PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUILDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. 8. SCHOOL FEES FOR LOTS 1 THROUGH 23, INCLUSIVE: SAID LOTS ARE IN THE ISSAQUAH SCHOOL DISTRICT. FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE. $2,498.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. 9. THE STREET TREES PLANTED WITHIN THE PUBLIC RIGHT OF W;\Y WITHIN THIS PLAT ARE TO BE OWNED AND MAINTAINED BY THE NICHOLS PLACE HOMEOWNERS ASSOCIATION UNLESS KING COUNTY OR ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 10. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE PLAN NO. P#4082 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DOES. 11. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION WAS ESTABLISHED ON 2005. 12. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "TRANSFER OF DEVELOPMENT RIGHTS CERTIFICATE NUMBER: 79" RECORDED UNDER RECORDING NO. 20040811001634. 13. THIS SITE IS SUBJECT OT CONDITIONS, NOTES, EASEMENTS, AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF SURVEY PERFORMED BY DOWL ENGINEERS AND RECORDED AUGUST 8, 1995 UNDER RECORDING NO. 9508099008. (THE ENCROACHMENTS SHOWN ON SAID SURVEY WERE REMOVED DURING THE COURSE OF CONSTRUCTION OF EVENDELL, RECORDED IN VOLUME 229 OF PLATS, PAGES 034-04) 14. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO 160TH AVE. S.E. FROM ANY LOT WITHIN THIS PLAT. 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING · PLANNING, SURVEYING JOB NO. 04037 < 0 r I • I U) C) z 0:: <{ w w LL 0 U) U) <.( w FOU~ID 1-1 /2" BRASS CAP W/PUNCfl IN CONC. ON. 1.2' lfJ CASE CITY OF RE~ITON NO. 2105. HELD Furi CTR. SEC. 14-23-5 NICHOLS PLACE (MONUMINT DESTROYED DURING INSTALLATION OF SANITAR ! SEVIER MAINLl~IE) A PORTION OF THE NW 1/4 OF THE SE 1/4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. UNPLATIED LOT 2 LOT 1 K.C.S.P. NO. 488029 K.C.S.P. NO. 488029 7 JANETT'S RENTON BOULEVARD TRACTS KING COUNTY, WASHINGTON -j 15 MON NOT SEARCHED FOR HELD POSITION PER DOWL ROS 0 n 2 653.24 3 8 9 FOUND 1" IP. W/TACK l~I CASE, DN. 1.2 O.JE X 0.8S FROM CALC 1/16TH COF<>IER, HELD CALc'D SUBDIVISION FOR CENTERLINE 160TH AVE. S.E ~ 2612.97 DERRYHURST VOL. 66, PG. 74 ' 1' 1306.49 -'j\' SIT NOTI: 5, UIIS ~IEET ~ -----1\r--14 13 JO' JO' I~ I~ "" ~ tO IO ,- ~I U) <t ~I ~ f--<t _J ~ n 0 "' en w "'I VJ 0 et: :;-1 0 ~I ,o <'J t'. I c{) ~, C) 0 :z: -- 1 -~-1 ---L i I I LOT 2 K.C.S.P. fJO. 878133 REC. NO. 8002250639 --- UNPLATTED (D 12 L,3- J_ --_ --l-14_ -i:~15 UNPLATIED I~ 16 ~117 I ::0~18 ~i:IBACTI 57 56 55 31-1 -29 3_o I _J TRACT H_ 59 I 67 66 60 _11/-65- 1 62163 ,-64 _ . N88'07'31"W N. LINE, S.E. 1/4, N.W. 1/4, S.E. 1/4, SEC.14-23-5 TRACT L 61 ,-,-,,-,-, 12131415151 _I_LJ___j 7 I 8 I~ '.219 I 20 21 22 23 I 24 I 25 I 26 I 21 \°f><.;,.\.\?',c.,. s--f; 'J..'l..°' (;JI>. 'l. 30' (D CD en ,..., - I\.-----,---,-----,~~:..:: u.i I vi I~ <( i:!: 0 <O ' ,o ro (l.J ,., "' [,J L,J t-, ,.,, ~L:"l ,,, _I_ I L_j TRACT 1 --- TRACT 2 -c/---.::s: --- L I-< ~1 ~-('<j/ ROSE GARDENS ~r--:1:2-,.....J.,...1..r~;;:.:...~r~~::+.L,-,~~--r--t ~8~9<- N88'07'31 "W 623.59 '-l,G\.·c::/:11,,/ \ I I ( ') u TRACT 3 i 1T1 11 12 I 11 I 10 \ TI_IJ_1~ I I I I ~ UNPLATTED 16 I 15 I 14 I 13 I _J 1 11 J_I_J I I I 16 ::, W. LINE, S.E. 1/4, N.W. 1/4, ;---~~~-T--r-,-_.:..s·:;=E.~1::._/~4,_:S::;E.:::C.~1~4-~2:..::3.,...-5::_-=:::i ' ~ T.L. MO. 9425200010 6 c.,\.G1ss ~ T.L. NO. ~ 3 4 5 !s sf v.;G.I '\J 7 8 9425200012 \~\\, I 0 ' L _l6s3.s2 I ~""\) f:. __l -l_-__ \l'-- LOT 1 N88'17'3a"w 1307.65 - S. LINE, N.W. 1/4, S.E 1/4, SEC. 14-23-5 10 9 8 7 6 5 4 3 SE. 139TH ST. () 0 I-I-19 20 21 () 0 <{ <{ TRACT g: QC'. E I- 18 22 23 N88'07'31 "W 623.73 LOT 2 _/_653~ 2 :.::> 0 ,....: <D N TRACT F 0 0 r-..: ~I 30' I I I -1---- LOT B LOT A ---- TRACT 4 MON NOT SEARCHED FOR N C) 0 z L FOUND J" X 3' CONG. MOH IN CASE 'II/PUNCHED BRONZE PLUG DN. 11' 14 ~ ·----23 1308.86 ---····--- \ l ; -----,-\ // ----- NS8'37 27"W 2617.72 HELD POSITION PER DOWL ROS\ SEE NO IE 5, THIS SHEET 14 SECTION SUBDMSION DIAGRAM SURVEY NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 4268-645061, DATED JULY 28, 2005. IN PREPARING THIS MAP, CORE DESIGN HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE GUARANTEE. CORE DESIGN HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. ALL DISTANCES ARE IN FEET. 3. THIS IS A FIELD TRAVERSE SURVEY. A LIETZ SET4C COMBINED ELECTRONIC 5 SECOND THEODOLITE AND INTEGRAL DISTANCE MEASURING METER WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT USED TO CONDUCT THIS SURVEY WAS COMPARED TO AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SUR'/EY. NOT TO SCALE 4. ALL MONUMENTS SHOWN AS FOUND WERE VISITED THE WEEK OF APRIL 17, 1995 UNLESS NOTED OTHERWISE. 5. SECTION SUBDIVISION PER RECORD OF SURVEY PERFORMED BY DOWL ENGINEERS, RECORDED UNDER KING COUNTY RECORDING NO. 9508099008 AND ROTATED 40" COUNTERCLOCKWISE TO MATCH HIGHLAND ESTATES, ACCORDING TO PLAT RECORDED IN VOL. 212, PGS. 10-13. (ROS) L VOL. BASIS OF BEARINGS N00'28'54"E BETWEEN MONUMENTS FOUND IN PLACE AT THE SOUTH QUARTER CORNER AND CENTER OF SECTION 14-23-5 PER HIGHLAND ESTATES, ACCORDING TO PLAT RECORDED IN VOL. 212, PGS. 10-13, IN KING COUNTY, WASHINGTON. LEGEND ~ FOUND MONUMENT AS NOTED c:= QUARTER SECTION AS NOTED + SECTION CORNER AS NOTED 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING, SURVEYING SI-IEET 3 OF 5 DDES FILE NO. L03P0015 JOB NO. 04-037 LUll-0 ~-140 PG. < 0 r NICHOLS PLACE VOL. PG. A PORTION OF THE NW 1 / 4 OF THE SE 1 /4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON I I I I I 19 I 20 I 21 I 22 8 1 1 l -113.59 - I 55.DO I I I I I I I I EVENDELL I I I I VOL. 229, PGS. 034-042 23 24 I 25 I 26 I I 27 l l J N88'07'31 "W l 623.59 1 l 40.0D 50~00 40.00 50 IJO 40 00 50 00 40.00 TRACT L r~------~1~2~----4---N;--55~--1--.J-1--5[itu--r-wJ~1D.~'so"~~ir_J;jo"-;:_~fo"iio-1-aiu"iiJ-r---,50[.oO(o,'--,.-.40;;0"0-...... ---,5~5.~00 ___ [_,3)CO,.C01 _ f\ -----~ TRACT A ~ m \ LI) <.D SEE REST. 1, ,, \ SHT. 2 n 11 _w a, w UN PLATTED SCALE: 0 20 L; ~ 0 0 I' (D N w • 0) 0 ['. f'I 0 0 :z N 0 L£i m 0 ci '° N 0 ci co N 0 ci LO 1 " 40 t. 13 15 86.97 N88'07'3J"W 106.97 16 105.73 40' 80 j DOES FILE NO. L03P0015 w 0) N ,-r, N ST ,n 0 • 0, 0 z 10 CT) N N -0, N . LO ,-r, • CD 0 z 55.00 9 w 0-, N 0 -"' 0 \fl 0 0, 5 z 'in 17 N --n N . LO C--• 0:, N88'07'31 "W 80.0( _N '" \fl 00 0 z: ci m 50.00 0 z 18 100.00 LOT 1 LEGEND BSBL 0 • BUILDING SET BACK LINE FOUND CORNER AS NOTED SET 1/2" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 38488" SET STANDARD KING COUNTY CONCRETE MONUMENT IN CASE SET TACK IN LEAD W/SHINER STAMPED "38488" ON PROPERTY LINE EXTENDED IN LIEU OF FRONT CORNER AS FOLLOWS: LOTS FRONTING THE NORTH SIDE OF S.E. 139TH ST. AT 1.50' OFFSET UNLESS NOTED OTHERWISE. LOTS .·RONTING THE SOUTH SIDE OF S.E. 139TH ST. AT 6.50' OFFSET UNLESS NOTED OTHERWISE. NOTE SEE SHEET 5 FOR EASEMENTS OF RECORD AND EASEMENTS TO BE ESTABLISHED. _w Ji.J ,w 8 a, 7 w l.w ,w _N N m 6 en 5 CT) w 0-, m ,,1 N 4 0) l.w 01 N "' 0) N 01 N N 3 N N 2 1 _N N \fl "' N OJ N C'-J "' 0) a, ,n n "' a, "' 0) N '" m en \fl ,,., \fl n '" \fl n 0 0 0, OJ ""' n \fl ,.-; a, "' (J) 0 0, 0 a, z: z 0 0 m 0 \fl ,.-; z z z 0 m z z z c:::,'0 ' 0 er· ,<::,'o 0 c~ <D N 40.00 50.00 40.00 ):Z 50.00 qff# <Oi' :ci°' 40.00 \Y 'l ~ 20 50.00 w gJ 0 -0 N . ,n 0 -,.r, 0 z ,w 0, l'l -"' \fl 0 z 0 0 0 0) 21 TRACT SEE REST. 3, Sill 2 60.JO NR8'07'31"W 85.00 22 105.00 £ LI (J) 0 :-,J 0 ,, 0 ; ") 0) N88'07'31"W I 623. 73 K.C.S.P. NO. 481066 REC. NO. s·109100503 I TRACT NOTE -- 20.00 0 0 ci 0 ;::: 0 ci m 0 0 ci LO Jw a, C'J Oc--, o,o ci . "' 0 z ! - _!!_88'07'31 "W 513.28 48327 -- 50.00 TRACT D RECREATION SEE REST. 4, SHT. 2 0 0 ci 0) )-, 50.00 40.00 N88'07'3J"W 90.00 23 90.00 - ,w 0) NO c'-J a ,o 0 • CD 0 z A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. (KCC 19A.04.330) THIS PLAT CONTAINS THE FOLLOWING TRACTS: A, B, C, D, E AND F. HOUSE ADDRESSING THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR S.E. 139TH ST. WITHIN THE RANGE OF . INDIVIDUAL ADDRESSES WILL BE. ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. SI-IEET 4 OF 5 J' 31.74 )--\ J'..( -~---N I . 185 08 TRACT E DETENTlrn, /RECREATION SEE REST. 5, SH I 2 LOT 2 142.99 - TR.A.CT F LIFT STATIO~I SEE REST. 6, SHT. 2 -0 -----n co . ~~ < 6'c9. <,5 \t, J'.o;OO <1'6~ s,..,, 9' (D co L£i co N88'07'31"W w ;,-, N-• 0 LO • C-J 0 C)l"J 0 z 30.01 30.01 0 ci cri w r 30.01 (f) 0 . 0 w I' > (D w <( N I F-l '° • N I 18 I-z 0 (0 ..- DOWNSPOUT NOTE ALL BUILDING DOWN SPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS NO. P#4082 ON FILE WITH KING COUNTY DEPT. OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) AND/OR THE KING COUNTY DEPT. OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. ALL INDIVIDUAL STUB-OUTS AND INFILTRATION SYSTEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. NOTWITHSTANDING THE ABOVE RESTRICTION, LOT 23 SHALL DISCHARGE ROOF DRAINS DIRECTLY TO THE ADJACENT DETENTION FACILITY WITHIN TRACT E. THE OWNERS OF SAID LOT 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE ROOF DRAIN FACILITIES WITHIN SAID TRACT. 14711 NE 29th Place Suite IO 7 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING· SURVEYING JOB NO. 04-037 LUA-og-140 < 0 r '1J G') . I I I 8 ---- \ \ \ \ \ \ UNPLATTED - I I I I I I I I I I I I I 19 I 20 I NICHOLS PLACE A PORTION OF THE NW 1/4 OF THE SE 1/4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I I I I 21 I 22 10' I I I I I 23 KING COUNTY, WASHINGTON I I I I I \j~'l. I I I s0,, :::i~,,..,. I ~\) \j \,~\; \GS· I I I I 1,'1.~' I I I I I ~(j\,,· I I I I I 24 I I 25 30' r-----~~----~=t,·;--~24~.4~5;_,.z=.~~1-~~1:1--_J--1--J.~r~]_J.:~~~-J_-~:_:__j__ __ l ____ T _____ , ___ -, ______ 1_ 12 Noo·z 7 ;~ 9~6/ l ] 10' PUBLIC I ------i I I 26 TRACT L 27 I I N88.07'31 "W I 623.59 I I 30.01 I I I r 1 WATER I \ ----i f->-EASEMENT I I : SEE NOTE _, 8 7 6 5 : \ 11 : SHT. 2 4 3 2 1 J TRACT A r----------i-' ~~c-------_J-' PRIVATE : 1 Q 9 J I ~ ~ : DRAINAGE : : I o I EASEMENT I 10' PRIVATE I 13 : ) ~ : SEE NOTE 9, : DRAINAGE 10' PRIVATE 10' UTILITY : , J -/, .v-SHT 2 I EASEMEfH -DRAlflAGE EASEMENT 10' PRIVAfE 4, p I 5 UTILITY 1 1;., /I ---------1 EASEMENT -UBLIC I EASEMEfJT I -1'~) _::.-g' r--,, ~~~. N20TE 7, SEE NOTE 6, SEE NOTE 1, 1 ~~~~NMAE~ET ··-· SIDEWALK : 0 0 ~~~ N200Y~) : ~-: f \_, R=50.00 ~ '------------------------i----_--_-_-_--~ --------------~~T_:_~-------SHT. 2 (TYP) f -~~I~ N20TE 5, ~~~E~~~~ 17, ~~i r : 1~ 1Foa·s3·5s" -----..1:__ ____ ;~~;:r:-~~-----Lr -_ -_ -_--_ -_ -_ -~~=Lt-~-:-:-:-:--:--:~~~~f-::--_:-:-:~~:=:=:~-~~~~;:rJ.:~~=c~=~:~15=H=r=2::::~:/ l\\, 1------------;.1--l L=?.77 ~ :-20' . -' R=25.00 o I SE j \ ',, LF46'26'45" ~ 5' PRIVATE W,'TER / PRIVATE-}w2------~-~ -. '139TH ST. ··,,, J L=20.27 I ~ '\ / DRAINAGE ~ v ·--~--~ -N88"07'31"W 513.28 R=25.00 \/ 14 EASEMENT --\, EASEMENT ~ ;;:; 483.2-7 -------------------LF40.35'03" w SEE NOTE 18 · ~ SEE NOTE 8, b "" · I L 17.71 -ti----~--a:i ·om SIIT. 2 I SHT 2 z ~===1::~:;~J'=~-===~r-,-r----(F~~--------~mriR __ _J _____ _::~ JO.Ol 't' -r--8' , I j--. I _ ~ I / -c------'"·---f ~ N48'37'56"E \ L1~os·20'37" PUBLIC SEWER EASEMEflT // ~ I 171.08 o 8 1046~-.....\.. .\--,--L=4.66 SEE NOTE 4, SHl 2 / : i :----------f.---------------·------------------~ ~ z .------____ _:\~'~:;>\·.x I I I TRACT D _____ ] _____________ -, CD _Lu 15 ::\ \\ " ~fs::~~A;E DRAINAGE / b~AiNR:~~TE -~AiE;'.i~~~ ! i i 10· PRIVATE -~;0~~~1L1~ EASEMENT ~~·s~~~;j~y \ ('.J ~ 10 , PRIVATE DRAINACEAl1 ~\ : / 6:z SEE NOTE 11, ?Hl 2 //// EASEMENT SEE tlOTE 1, --i --I I ~ SEE NOTE 17, Sill 2 :I ~o' ..._ '"'-. SEE NOTE 13. SHT , (TYP) 1 I I WATER "' SEE NOTE 1, EASEMENT 1/ \ SHl 2 -L : --/ i EASEMENT iJ5 SHl 2 (1'/f-') I z SEE NOTE 10, '.'fH 2 :: / ~~-.;., 1 ~-30' -: /,,/ TRACT C 1 : 1 ~EE NOTE 19, TRACT E i -TRACT B----1_ : /'"'-t-_______ -N86'07'31"W /"~ : i _,Hl 2 \ SEE DRAINAGE EASEMENT AND 1 5' UTILITY EASEMENT :: y : I 19 20 21 1898-..j ~ I 1 ':,':J':i\c;·~-/,-' COVENANT FOR RECREATION TRACTS, : SEE NOTE 1, SHl 2 (TYP) -i, i---1 : 17 "' ~ , ~ SHl 2 1 1/ / / : ,,._-, g i-;,-10' PRIVATE DR1\INi\GE PUBLIC DRAINAGE : 1 ,L'\..-,___ >-E/\SEMEfH EASEMENT 1 16 15' PUBLIC WATER EASEMENT SEE NOTE 3, DRAINAGE , : g' --i -EASEMENT ' ~..L-P-5.00 / / SEE NOTE 12, 18 10' PRIVATE DRAINAGE ', J rl,RACT F II SHl 2 EASEMENl , 1 2 3 --j /...,_ SU:: NOie 14, SHT. 2 ',, : .. I i~---~--J 10' PRIVATE ~-------1 ___ 1 __ J_ _____ _:_8'_'.9~6 t ,''.\~±· Ti -L~ ,y, / SEE NOTE 15, SHl 2 SEE NOTE 16, SHl 2-\: 11 I I I I : : 22 ''1 "' 1'<:::>-450 I I ~--1 1Q' f--- SHT. 2 i----------~-' I -~------'----~::-------1--fiNBiiiBii·ojj7"c',3ii1'i"wVr166'i2,3J:.'i.7,3J--l-_________ J _________________ J __ i.l J __ 13 ~Q_! __ y/ LOT 1 I \j'Q'Q ~~\ tPJ \\\). ~\ \j\J s?. ~\\J {-:-r \\CJ. ~s\J· I I I NOTE SEE SHEET 4 FOR COMPLETE LOT DIMENSION/NG LOT 2 30' SCALE: 1" 40' VOL. w (/) . ~ <( I l-o CD 0 20 40 80 1471 1 NE 29th Place Suite 10 J Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 h .I' 1 I ENGINEERING · PLANNING· SURVEYING DOES FILE NO. L03P0015 SHEET 5 OF 5 JOB NO. 04037 PG. > .X I X I • _ 12 J i I ----.... ------;,--- \ l \ \ \ \ -, ' , ,., X \ / ---~--~ ---1, _____ , -I II : I iO / I f.=00'15'17' L=0.22 '/ X i . r,,,,~ itJ '~ " ~------•• , .•. ., •.• o'•, 1// '., 22 --------------------------------J ----___L_JC SE 1/4, SEC.1.4, TWP. 23 N., 1i16E. 5 E., flV.M. !.}ff SIA TJON --· !!?!CT 1 I I I I I J ! NOTE: S7REET TREES WILL BE FIELD LOCATED TO SATISFY THE S7REET TREE STANDARD DETAIL, ONCE ALL DRIVEWAY LOCATIONS ARE DETERMINED. THIS DRAW/NC IS FOR GRAPHIC REPRESENTATION ONLY. STREET TREE PLANTING NOTES: 1. STREET TREES SHALL 8£ PLANTED ALONG PLAT FRONTAGE ON 160/h A VENUES.£ AND ALONG ALL INTERNAL PUBLIC ROADS. STREET TR££ PLANTlNC SHALL COMPLY WITH KCRS 5.03 AND KCC 21A.16.050. 2. STREET TREES SHALL 8£ PLANTED AT THE RAT£ OF ON£ TR££ FOR £VERY 40 FEET OF FRONTAGE SPACING MAY 8£ MODIFIED TO ACCOMMODA T£ S!CHT DISTANCE REQUIREMENTS FOR OR!VEWA YS ANO INT£RS£CT10NS. 3. STREET TREES ALONG TH£ INTERNAL PUBLIC PLAT ROADS ANO ALONC TH£ 160/h AVENUE S.£STR££T PLAT FRONTAGE PLANTED OUTSIDE PUBLIC ROAD RIGHT OF WAY SHALL 8£ LOCA TEO NO MOR£ THAN 20 FEET FROM TH£ STREET RICHT-OF-WAY LIN£ 4. STREET TREES LOCATED ON PRIVATE LOTS SHALL 8£ OWNED ANO MAINTAINED BY TH£ ABUmNc LOT OWNERS. 5. STREET TREES LOCATED IN TRACT 'E' SHALL 8£ OWNED AND MAINTAINED BY TH£ HOM£0WN£R's ASSOCIATlON OR OTHER WORKABLE ORGANIZATlON, UNLESS COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. THIS SHALL 8£ NOTED ON TH£ FACE OF TH£ FINAL RECORDED PLAT. 6. TH£ SPECIES OF TREES SHALL 8£ APPROVED BY LUSO IF LOCA TEO WITHIN TH£ RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, ANY FRUIT-BEARING TREES, OR ANY OTHER TR££ OR SHRUB WHOSE ROOTS AR£ LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPA 71BL£ WITH OVERHEAD UllLITY LINES. 7. STREET TREES PLANTED WITHIN PUBLIC RIGHT OF WAY SHALL 8£ AS IND/CA TED ON TH£ APPROVED STREET TR££ PLANTlNG PLAN OR AS SUBST1TUT£0 AT TH£ DEVELOPERS O!SCR£710N FROM TH£ FOLLOWING LIST.· SCIENTIFIC NAME ACER RUBRUM COMMON NAME SCARLET MAPLE 9. CARP/NUS 8£TULUS CERC/0/PHYLLUM JAPONICUM Fl/AX/NUS ANCUSTlFOLIA (A.K.A. F. OXYCARPA) Ff/AX/NU LA TlFOLIA (A.K.A. F. OR£GONA} CINKCO 8/LOBA (NOT£: MALES ONLY) TiLIA CORDA TA TR££ COUNT CAL CULA TlONS.· EVERGREEN HORNBEAM KA TSURA TR££ RAYWOOO ASH OREGON ASH MAIDENHAIR TR££ Llm£-L£AF LINDEN A. FRONTAGE & INTERNAL PLAT ROAD ROW= ±750 L.F. B. 1 TR££ PER 40 FEET MINIMUM REQUIRED DENSITY C. 750/40 = 18 TREES REQUIRED Ja S7h'££T TR££ LOCATlONS SHOWN AR£ APPROX/MAT£ ANO SUBJECT TO CHANG£ SPECIFIC VARIETIES "ARMSTRONG: "AUTUMN BLAZE: "BOWHALL: "KARP/CK: 'SCARLET SENTINEL" 'FAS TlG!A TA • "AUTUMN COLD: tA/RWOuo· "CH ANCELL OR; "JUN£ BRIO£: "OL 'fMP!C' 11. Tf'£££S WILL 8£ LOCATED NECESSARY TO ACCOMMODATE DRIVEWAYS ANO SICHT DISTANCE REQUIREMENTS PER NOT£ 2 ABOI/£ 12. Th'££S LOCA TEO ON PR/VA TF LOTS MAY 8£ LOCA TFO ANYWH£h'£ ALONG TH£ FRONTAGE WITHIN 20 FEET OF TH£ S/R££T RIGHT OF WAY SUBJECT TO NOT£ II ABOI/£ PRUNE DAMAGED TWICS AFTER PLANTlN[,------------~ PLACE IN VERT. POS/TlON: DOUBLE LEADERS WILL 8£ REJECTED --~ NOT£· o STAKING ON 'AS NEEDED BASIS' PER NOTES; ALL GUYS TO 8£ FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL 71M£S o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRAD£ -, ,::,it::>_·- o PROTECT TRUNK AND LIMBS FROM INJURY I;/ \ _ \ o BACKFILL TO 8£ S£m£D USING WATER ONLY-f:\ \ '/ ll'f:r NO Mt-CHAN/CAL COMPACTlON I,; ' . 'I i X o REMOVE ALL W!?AP, 71£S & CONTAINERS, R£CARDL£SS OF MA T£RIAL ; \\ r // \ f \ '--1 (2) 2x2 D.F. STAKES, PLUMB (1 1/2" DIA. X 10' SCH 40 /JJ__') \ f /'-i ' CALV. PIP£ AT STREETS) WITH ELASTlC CHAIN-LOCK TYPE~-,-~' '11 ,Y '1 • OR RUBBER GUYS 71£D IN FIGURE EIGHT; REMOVE AFTER ', /' ~ ON£ GROWING SEASON : ~ PROT£CT1VE W!?APPING OUR/NG SHIPMENT TO SIT£&--------..... I v, !NSTALLA TlON REMOVE AT COMPL£710N OF PLANTlNG TURF PLANTlNG; PROVIDE J'¢ "NO CRASS" TR££ RING & 3" DEEP MULCH IN WELL MULCH: 1/2" -/" SIZE HOLD BACK FROM TRUNK 8" TO 70" ;;:: :~:NG 8£0 PER SP£C's,· AT MIN., LOOSEN ANO MIX~-;f41: :.,:-·--~~ SOIL IV 18" OR DEPTH OF ROOTBALL ANO 4 71M£S BALL DIA. REMOVE ALL W!?AP. 71£S. ANO CONTAINERS SCORE ROO!BALL --/ ANO WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO £XCA VA TlON. SET BALL ON UNOISTURB£0 BAS£ OR COMPACTED -----~ MOUND UNDER BALL P£N£TRAT10N TO SUBBAS£ (+) 72"---------~ TREE PLANTING AND STAKING SCALE· NON£ ~ SIDEWALK NEXT TO VERTlCAL CURB f/R£ HYDRANT OR U TlLI TY POL£ NOT£ I NOTES.· 15' MIN. 5' MIN. + 10' MIN. -----ro~ 1--1-M/N. + PLANT!NG STRIP /. TREES SHALL C£N£RALL Y 8£ PLANTED BACK OF TH£ SIDEWALK. PLANTlNG STRIPS WILL 8£ APPROVED ONLY AS PART OF A LANOSC,IP/NC PiAN IN WHICH PLANT MAINTENANCE, COMPA 718/LITY WITH UT/L/71£S, ANO TRAFFIC SAFETY AR£ DULY CONS/0£R£0. 2. IF PLANTlNG STRIPS AR£ APPROVED: A. MIN. DISTANCE FROM CENTER OF ANY TR££ TO NEAREST £OGE OF V£RT1CAL CURB SHALL 8£ 4 FEET. B. TREES SHALL 8£ STAKED IN A MANNER NOT TO OBSTRUCT SIDEWALK TRAFFIC. C. IN CASE OF BLOCK-OUTS. MIN. CLEAR SIDEWALK WIDTH SHALL 8£ 5 FEET IN R£S/0£NT1AL OR 8 FEET IN BUSINESS DISTRICTS. 3. ON BUS ROUTES, PLANS SHALL 8£ COOROINA TEO WITH METRO SERVICE PLANNING. PHONE 684-1622 4. SE£ SEC. 5. 03 + ~50'M!N.- J=-50'MIN.~ VER TlCAL CURB LIN£ AT !NT£RS£CT10N STREET TREE STANDARDS DETAIL SCALE-NONE NOT£: CONTOUR, BOUNDARY ANO TOPOGRAPHIC !NFORMATlON SHOWN HEREON BASED ON TOPOGRAPHIC SURVEY PROV/0£0 BY BARCHAUS£N CONSULTlNG £NCIN£ERS, INC. BOUNDARY VERIFIED BY CORE DESIGN INC. BASIS OF BEARINGS BENCHMARK KING COUNTY D.D.E.S. SCALE: 111 0 25 50 50 100 N00'28'54"£ BETWEEN MONUMENTS FOUND IN PLACE AT TH£ SOUTH QUARTER CORNER ANO CENTER OF S£CT10N 14-23-5 PER HIGHLAND ESTA TES, ACCORD/NC TO PLAT f/£COR0£0 IN VOL. 212, PCS. 10-13, IN KING COUNTY, WASHING TON. DATUM NA 1//J 88 PER Cl TY OF REN TON SURVEY CONTROL NETWORK BROKEN BRASS SURFACE DISC IN TH£ INT. S.£ 128TH ST. & 156TH A VE S.£ (CITY OF RENTON PT/ 2103) £LEV= 547.94 (167.013 METERS) J" BRASS SURFACE DISC IN TH£ INT. N.£ 4TH ST. (S.£ 128TH ST. ) & 148TH A 11£ S.£ (CITY OF RENTON PT/ 1852) £LEV= 454.77 (138.614 METERS) RH1EW ENG/NEEi/ SENIOR ENGINEER JAMES H. SANDERS, P.£ OE/IROPIIENT ENGINEER COI.IIIENT5-· COI/PLEllON OA TE COI.IPLEllON OA TE APPROVAL OA TE (.'.) "' z -0 0. I:, " ).. -,,; 0 0 0:, l.U -0:, 11: co > 0. ,,; •' "' "' u C " .!1 -2 ~ :::i o._ OJ ii'. V) ,S £ ii I::; "' ~ u, ~ :z •' ::i (.'.) -~ z " ,!! co " ,,; -• "' z "' " z --,: ..... Cl.. (.'.) z "' l.U l.U z -(.'.) z l.U l,j l,j i:( i:( l,j i:( VJ <' (l'. 2 <' w ~ ('J >.. 2 <{ ~ G z §i >.. <{ ~ G 2 'I- c:i 2 l,j f- c:i Cl:: u C'\j ~ l,j Lu c;::i --, (j 0 ~ ~ (l'. I.( 0 [l_ ~ 0 w 2§ w > z z 0 LJ l'J 5' Cl' f-[/] <( Q_ <( w Cl' Q_ 0 0 0 <( SHEET OF C7.02 11 PROJECT NUMBER 04037 LUA-4?~f40 ~ I Ill I '<I- --------------- \ TRL ~--] "---------- r:=-~---__ ' i i I I I I I ' I I I I I I I I I I I I I I ' I ! I ' I I I I I I I I ' I I I I I I I I I I ' I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I i I I I i I I I I I I I I I I I I I I I I I I I I : I I ! JOINT ""'" H/INDRAIL ..... l,IIN. I.ANDING 1-------, I I L _____ _J CONCREfE STEPS "'-"' 4'---{]' t.llN. LANDING #4 6',RS O 1'-7" O.C. CONCRETE STEPS SE:CTION A-A Y/ SE 1/4, SEC. 14, TWP. 23 N., RGE 5 E, W.M 12 13 ,I I ' I I ·-, L _____ I SFR I I I I L. ·----------~ ···---_ J --·----------- NOTES: Ji ZO. I. THIS SCHOOL WALKWAY IS R£0UIR£D PER PLAT CONDIT/ON ~EVEN/Jett; ,U)f.Pf)(f/6, 2 TH£ PERFORMANCE BOND AND MAINTENANCE BOND OF TH£ WALKWAY II/LL 8£ INCLUDED 117TH THE EVENDELL PLAT. J. EROSION AND SEDIMENT CONTROLS SHALL FOLLOW THE BEST MANAGEMENT (8PM) METHODS 4. DRAINAGE CONTROLS FOR TRAIL CONSTRUCl/ON SHALL COMPLY 117TH TH£ 1998 SURFACE WATER DESIGN MANUAL PRIOR TO CONSTRUCl/ON, A DESIGN CHANCE ORDER II/LL BE PROCESSED TO ALLOW KING COUNTY REVIEW AND APPROVAL OF ALL APPLICABLE DRAINAGE FACILl71£S. :i IF WALKWAY IMPROVEMENTS ARE NOT CONSTRUCTED FOR THE LIBERTY GROVE PLAT (FILE NO. L03P0005), THE TRAIL ROUTE MUST EXTEND NORTH ALONG TH£ £AST SIDE OF 16071-1 AVE SE TO THE INTERSECl/ON CROSS/NC ATS.£ 136TH STREET. ------- ----------------- I 1-·------ 1 I I I I I I I I I g.i <3' I <{ ~ ~1[1 $! I 14 --,_ .. ~~------~ ·1---- --···:------,--------------I ,,(.( I b'-' l ----_, ___ ----·r··----------------~---.. ~. ····~" ___ J _____ J--1- I I I _J_ ---· ---------------------------- 25' ESM'T A RECORDED WDER AFN -t----- 15 16 i J I (@) i-------, I SFR I I I L ____ ' I L __ J @ 1 4 (§) ' ' 5 (§ 6 @ p,.Nf- m._, _I ___ SE_137TI-1 PLACE --_:::=_ .... ·--···-----· --· --~-----·--,:::::,/ /,' ,, ------------- -·- -- ~~,m,o·t:•§:;><-h,~~~-::.,..._ \ fc..f OfflPA!rl~ , : , L/i~r;~F:-1 1 · ! ----------;X!Sl/NG CONCR;TE -~.::~f~,~11"y,·~~--,":~~=-,-~-'-.J I I ____ J I SIDEWALK i ' I i '-.. ~ 12 11 10 --- § s 0l1oo' b ~ ~ 7 8 / l 12"x/8" SIGN: "NO ADA ACCESS. ADA ACCESS TO BALLF!ELD IS PROVIDED FROM MAIN ENTRANCE OF SCHOOL• OR EQUIVALENT LANGUAGE TO BE APPROVED BY THE SCHOOL DISTRICT ',,-SEE PROFILE AND DETAIL OF '\ PEDESTRIAN PA TH, THIS S11£ET \ I --x-:x:- 'i/ 23 22 21 20 19 18 I ~ 0 + u ~ 0 ~--o-u O -~- 0 _!,_~-=,-; ;, :;,~'fl--:'£0~TE--'=0 ::::pocc-1=.02=0,o=._oQ.c-=!-~1 i "' I SIDEWALK W/ JOINTS PER i 1111 / jf 111 / 11 (§) s '"" MEfA!. HANDRAIL K.C.R.S. 3-001 (TYP.) I f ,----------, r1 C) I 0 NOTES FOR CONCRffi STEPS: 1. CONCRETE: CEMENT CONCRETE CLASS 3000. 2. ALL STEPS: Sb.ME DIMENSIONS. WITHIN 3/8" MAX. DIFFERENCE. 3. RISERS: 7 1/2• MAX., 5" MIN. 4. TRENJS: 12" !.IAX., 11• MJN., WITH TRANSVERSE O.Ql FT./FT. SLOPE. 5. METAf. HANDRAIL REQUIRED FOR 4 STEPS OR MORE. SEE NOTES BEL.OW. 6. REINFORCING BARS SHALL MEET THE REQUIREMENTS OF ASTM A-615, GRADE 60 ANO ARE REQUIRED FOR 4 STEPS OR MORE. 7. SEE SEC. 3.06. 6. MAX. VERllCAL DISfANCE BETWEEN LANDINGS IS 12'. NOTES FOR HANDRAILS: 1, GALVN>IIZED STEB... OR ALUMINUM. 2. 1 1/4~ TO 2~ O.D. ROUND OR OVAL PIPE. 3. WELDED, WITH SMOOTH SURFACE AND JOINTS. 4. POSfS SEf IN IJJN. 6-CONCRETE CU,SS 3000. 5. SEE SEC. 3.06. ""'" MIN. 6" .. CEMENT CONCRETE I [ _ _J I f I ; sFR -i I 03 : 1 L _____ ' I L_ -__J ........... , __ ., ................ ,--.... ---·-·----- ~t:s i ~~ r-·--!'-J tt: ·1 ~-- '-.J~ t~ ' k--..; ~-lZ5-___ -\~-"~~ ij~ I j I I £X!S71NC 12" CMP • / ZQ_!MAINTAIN 6" MIN. COVER r i \ \ 1 !60 ---I ·1·-------' -----·-·------1_ I c,; ~, ~I I §l ___ '.:::_ _ _________ ,_,I___ __J o+oo !+00 LANDING (TYP) EX!Sl/NG DETENllON TfrACT. SPECIAL USE PERMIT 5-218-04 II/LL EXPIRE ON 1/12/2010. CONTACT DAVE HANCOCK AT (206) 296-8230 AT LEAST 72 HOURS PRIOR TO BEGINNING AND COMPL£710N OF WORK. REMOl/c £X/S71NG ROCKERY TO SOUTH '. EDGE OF PROPOSED STAIRS t INSTALL GA TE PER ISSAOUAH SCHOOL DISTRICT REQUIREMENTS CONSTRUCT STAIRS W/ HANDRAIL PER K.C.R.S. DWC NO. 5-006, W/ 5" RISERS AND 12" TREADS FILL TO 8£ COMPACTED TO 95% OF MAX DENSITY LANDING (5' SO. MIN.}, TYP X-X·-"·-·"·· X -----/(---"-> SCALE: 0 25 KING COUNTY D.D.E.S. RE~EW ENGINEER SENIOR ENGINEER JAMES H. SANDERS, P.£ COMPLETION DA TE COMPLEnON DA TE APPROVAL DA TE Kl'kl COlM'Y PU3UC WORKS KING COUNTY, WASHINGTON CONCRETE STEPS & METAL HANDRAIL DWG. 5-008 NO. PROFILE DETENTION TRACT DETAIL DEVELOPMENT ENGINEER CO/,/MEN75: HORIZ SCALE /"=50' VERT. SCALE: I"= 5' 1 "=20' lei 0.: VJ i:§ c::i ~ ~ "I-c:, 2 c:, ct ''\J ~ ~ (.:i I.,_: ~ 0 w z z w (') 5 f-(/) <( <( w (l:' 0 0 0 SHEET C7.03 PROJECT lei 0.: <' 2 >-. ~ lei c:i 0 w > 0 (l:' [L [L <( lei 0.: <' 2 >-. ~ , ' '-lJ ~ c§ ->- (.') z "" UJ UJ z -(.') z UJ 0: w () ~ z ~ 2 f-u w ~ 0 Cr: Q_ OF 11. NUMBER 04037 I • I I NICHOLS PLACE VOL. PG. A PORTION OF THE NW 1 / 4 OF THE SE 1 / 4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QU~RTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NOR1'HEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'25'21"W ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 135.66 FEET TO THE TRUE POINT OF BEGINNING; THENCE N88"07'58"W PARALLEL TO THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. 653.60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF Tl-IE NORTHWEST QUARTER OF THE SOUTI-IEAST QUARTER; THENCE S0'27'05"W ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET; THENCE S88'07'59»E PARALLEL TO SAID NORTH LINE, 653.72 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE N0'25'21"E ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT-OF-WAY FOR 160TH AVENUE SOUTHEAST. DEDICATION KNOW AUL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE Tl-IE USE THEREOF FOR ALL PUBLIC PURPOSES .NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND TRACTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS ()R TRACTS ARE SPECIFlCALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, NAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FRmJ LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART l'ROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. SBI DEVELOPING, LLC A WASHINGTON LIMITED LIAS COMPANY DOES FILE NO. L03P0015 KING COUNTY, WASHINGTON ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) ss COUNTY C'F PIERCE ) fl I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT~~ ~c....c.c:.c,_ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON OATH STATED Tf-~~/SHE.WAS AUTHORIZED TO EXECUTE Tl-IE INSTRUMENT AND ACKNOWLEDGED IT, AS THE ~""'~ ~Ii\(_~~ OF SBI DEVELOPING, LLC, TO BE THE FREE AND VOLUNTi\RY);tT 'tif SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: -=~~~~--"-..:~=..:,~c.__------20~-- STATE OF WASHINGTON ) ) ss COUNTY OF PIERCE ) 1 cERTIFY THAT I Kt\:)w oR HAVE sATISFAcroRY EVIDENCE THAT J!J.ik..e. Fifz.qua.ld IS THE PERSON WHO APPEARf.') BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON OATH STATED ~~~j~S~E \'l~t.tTl:iQ.RIZED ~UTE THE INSTRUMENT AND ACKNOWLEDGED IT, AS THE I ~Oi OF FRONTIER BANK, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: Cf-«s-os. BY~A-~ PRINr::~11-fV A. f-~C..Ka\1'A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON l 1 -1~-01 MY COMMISSION EXPIRES Q\ RESIDING AT OUJV\f\t!../L_ FINANCE DMSION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THl:.RE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS -----DAY OF __________ ,, 20 __ MANAGER, FINANCE DIVISION DEPUTY SHEET 1. OF 5 ----.-~-------.----~------------~-------·----·------. -----------· APPROVALS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ----DAY OF KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER: 142305905804 KING COUNTY COUNCIL EXAMINED AND APPROVED THIS ----DAY OF _________ __, 20 __ CHAIRPERSON, KING COUNTY COUNCIL RECORDING CERTIFICATE ATTEST: ___________ _ CLERK OF THE COUNCIL FILED FOR RECORD AT Tl-IE REQUEST OF THE KING COUNTY COUNCIL THIS ___ _ DAY OF 20_, A.O., AT . MINUTES PAST M. AND RECORDED IN VOLUME OF PLATS, PAGES RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS ... MANAGER SUPERINTENDENT OF RECORDS RECORDING NO. __________________ _ SURVEYOR'S CERTIFICATE 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING, SURVEYING JOB NO. 04037 LUA-o f-l 40 ~ . -----------··---------------1 NICHOLS PLACE VOL. PG. A PORTION OF THE NW 1 /4 OF THE SE 1 /4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY DRAINAGE EASEMENT AND COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY PROPERTY SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOVING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBIJC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL, OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS OR OVERHANGS) SHALL NOT BE PERMITIED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHER'MSE APPROVED BY KING COUNTY ODES OR ITS SUCCESSOR AGENCY. KING COUNTY DRAINAGE EASEMENT AND COVENANT FOR RECREATION TRACTS A DRAINAGE EASEMENT AND COVENANT OVER TRACT E IS HEREBY GRANTED AND CONVEYED TO KING COUNTY A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER 'MTH THE RIGHT FOR KING COUNTY, ITS SUCCESSORS OR ASSIGNS, TO ENTER SAID DRAINAGE EASEMENT AND COVENANT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED HEREIN. ONLY THE FLOW CONTROL AND WATER QUALITY FACILITIES CONTAINED WITHIN THE TRACT W1LL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY KING COUNTY. MAINTENANCE OF ALL OTHER IMPROVEMENTS ON THIS PROPERTY SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE COST FOR THE RESTORA TlON OF ANY NON-DRAINAGE IMPROVEMENTS REMOVED OR ALTERED AS THE RESULT OF THE MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE IMPROVEMENTS. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES, OR ITS SUCCESSOR AGENCY, FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT AND COVENANT IS INTENDED TO FACILITATE REASONABLE ACCESS FOR THE OPERATION, MAINTENANCE, REPAIR AND RECONSTRUCTION OF THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED 'MTH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM .AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. . THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOVING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY AL TERA TIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHAUL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE EASEMENT PROVISIONS THE OWNER(S) OF LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF LOTS BENEFITED AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN AND THEIR ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON THE SUCCESSORS, HEIRS, AND ASSIGNS OF THE OWNER(S) OF LAND HEREBY BENEFITED. THE OWNER(S) OF LOT BENEFITED AND ITS ASSIGNS SHALL HA VE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIME AS MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFOR; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY W1UL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE 'MTH THE INSTALLATION OR USE OF SAID UTILITIES. HO'MEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATIERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. ODES FILE NO. L03P0015 KING COUNTY, WASHINGTON EASEMENT NOTES 1. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT NO .. 90, THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST, AND COMCAST, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON TRACTS A, B AND C, THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE, OF ALL LOTS AND TRACTS AND THE EXTERIOR 5.00 FEET, PARALLEL W1TH AND ADJOINING SAID TRACTS A. B AND C, OF ALL LOTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, MAINS, CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SANITARY SEWER, WATER, ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, AND UTILITY SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BUILDING. NO PERMANENT STRUCTURE SHALL BE PLACED W1THIN THE EASEMENTS WITHOUT PERMISSION FROM EASEMENT OWNERS. 2. THE 10.00 FOOT PUBLIC WATER EASEMENT SHOWN ON LOT 11 IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT 90. KING COUNTY WATER DISTRICT 90 IS HEREBY RESPONSIBLE FOR THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT. 3. THE 15.00 FOOT PUBLIC WATER EASEMENT SHOWN ON TRACT B AND LOTS 14 THROUGH 16 IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT 90. KING COUNTY WATER DISTRICT 90 IS HEREBY RESPONSIBLE FOR THE PUBLIC WATER FACILITIES WITHIN SAID EASEMENT. 4. THE 10.00 FOOT PUBLIC SEWER EASEMENT UNDER AND UPON THE EXTERIOR 10.00 FEET, PARALLEL WITH AND ADJOINING THE PUBLIC STREET FRONTAGE OF TRACT B IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT. 5. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 1 THROUGH 2 IS FOR THE BENEFIT OF LOTS 2 AND 3. THE OWNERS OF SAID LOTS 1 THROUGH 3 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 6. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT 'MTHIN LOTS 3 THROUGH 6 IS FOR THE BENEFIT OF LOTS 4 THROUGH 7. THE OWNERS OF SAID LOTS 4 THROUGH 7 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 7. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT W1THIN LOTS 8 AND 9 IS FOR THE BENEFIT OF LOTS 9 AND 10. THE OWNERS OF SAID LOTS 8 THROUGH 10 SHAUL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 8. THE PRIVATE DRAINAGE EASEMENT SHOWN WITHIN LOT 11 AND TRACT A IS FOR THE BENEFIT OF LOTS 11 THROUGH 13 AND THE NICHOLS PLACE HOMEOWNERS ASSOCIATION. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES W1THIN SAID EASEMENT. 9. THE 9.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT A IS FOR THE BENEFIT OF LOT 11. THE OWNERS OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUAULY SHARE WITH THE OWNERS OF LOT 12 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 10. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOT 15 AND TRACT B IS FOR THE BENEFIT OF LOT 14. THE OWNERS OF SAID LOT 14 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF SAID LOT 15 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 11. THE 12.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT B AND LOT 17 IS FOR THE BENEFIT OF LOTS 14 THROUGH 16 AND THE NICHOLS PLACE HOMEOWNERS /\ .ILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 13. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN LOTS 20 THROUGH 21 IS FOR THE BENEFIT OF LOTS 19 AND 20. THE OWNERS OF SAID LOTS 19 THROUGH 21 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 14. THE 10.00 FOOT PRIVATE DRAINAGE EASEMENT WITHIN TRACT C IS FOR THE BENEFIT OF LOT 21. THE OWNERS OF SAID LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES THEY HAVE BENEFIT OF USE, AND SHALL EQUALLY SHARE WITH THE OWNERS OF LOT 22 IN THE MAINTENANCE OF THAT PORTION OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON. 15. THE PRIVATE DRAINAGE EASEMENT WITHIN TRACTS C AND D AND LOT 23 IS FOR THE BENEFIT OF LOTS 21 AND 22 AND THE NICHOLS PLACE HOMEOWNERS ASSOCIATION. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES WITHIN SAID EASEMENT. 16. THE PUBLIC SIDEWALK EASEMENTS SHOWN ON LOT 1 AND TRACT E ARE HEREBY DEDICATED TO THE PUBLIC USE FOR PUBLIC SIDEWALK PURPOSES. 17. THE 5.00 FOOT PRIVATE WATER EASEMENT WITHIN TRACT B IS FOR THE BENEFIT OF LOT 15. THE OWNERS OF SAID LOT 15 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE WATER FACILITIES THEY HAVE BENEFIT OF USE WITHIN SAID EASEMENT. 18. THE 10.00 FOOT PRIVATE WATER EASEMENT WITHIN TRACT D AND LOT 23 IS FOR THE BENEFIT OF LOTS 22 AND 23. THE OWNERS OF SAID LOTS 22 AND 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE WATER FACIUTIES THEY HAVE BENEFIT OF USE WITHIN SAID EASEMENT. 19. THE 30.00 FOOT BY 30.00 FOOT PUBLIC SANITARY SEWER EASEMENT WITHIN TRACT F IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SANITARY SEWER FACILITIES WITHIN SAID EASEMENT. SHEET 2 OF 5 PLAT RESTRICTIONS 1. TRACT A IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 12 AND 13 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 12 AND 13. OWNERSHIP OF LOTS 12 AND 13 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN mACT A, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 2. mACT B IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 15 AND 16 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 15 AND 16. OWNERSHIP OF LOTS 15 AND 16 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT B, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 3. TRACT C IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23 AND IS CONVEYED UPON RECORDING OF THIS PLAT TO THE OWNERS OF SAID LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. 4. TRACT D IS A PRIVATE RECREATION TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. OWNERSHIP OF A LOT WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED INTEREST IN SAID TRACT D. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT D. SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THEN THE LOT OWNERS OF LOTS 1 THROUGH 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. 5. TRACT E IS A PRIVATE TRACT FOR RECREATION AND PUBLIC STORM DRAINAGE FOR THE BENEFlT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 23, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTIEREST IN SAID TRACT E. EXCEPT FOR THE PUBLIC STORM DRAINAGE FACILITIES, THE NICHOLS PLACE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT E. SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT E, THEN THE LOT OWNERS OF LOTS 1 THROUGH 23 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. AN EASEMENT OVER, UNDER AND ACROSS TRACT E IS HEREBY DEDICATED TO KING COUNTY FOR ACCESS AND FOR THE MAINTENANCE, REPAIR, CONSTRUCTION AND RECONSTRUCTION OF THE PUBLIC STORM DRAINAGE FACILITIES CONTAINED THEREIN. 6. ROAD MPS FEES PER KING COUNTY CODE 14.75 FOR LOTS 2 THROUGH 23: THIS PLAT IS SUBJECT TO KING COUNTY CODE 14.75, KING COUNTY ROAD MITIGATION PAYMENT SYSTEM (MPS). THE MPS FEES PLUS THE MPS ADMINISTRATIVE FEE SHALL BE PAID AT THE TIME OF BUIUDING PERMIT APPLICATION AT THE RATE IN EFFECT AT THAT TIME. ROAD MPS FEES PER KING COUNTY CODE 14. 75 FOR LOT 1: ONE RESIDENTIAL UNIT WAS EXISTING AND OCCUPIED WITHIN THE THREE YEARS PRIOR TO APPLICATION FOR DEVELOPMENT OF THIS SUBDIVISION. LOT 1 IN THIS PLAT SHALL BE EXEMPT FORM THE PAYMENT OF FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM. SEE KING COUNTY DEPARTMENT OF TRANSPORTATION PUBLIC RULE 6.2.1.4. 7. SCHOOL FEES FOR LOTS 2 THROUGH 23: SAID LOTS ARE IN THE ISSAQUAH SCHOOL DISTRICT. FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE W1TH KING COUNTY CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, $2,498.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SCHOOL FEES FOR LOT 1: ONE RESIDENTIAL UNIT WAS EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOT 1 OCCURS ON OR PRIOR TO THREE YEARS AFTER DATE OF THE ISSUANCE OF THE DEMOLITION PERMIT, THEN SAID LOTS SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEES. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOT OCCURS MORE THAN THREE YEARS AFTER DA TE OF THE ISSUANCE OF THE DEMOLITION PERMIT, THEN THE FULL ASSESSED FEE, $4996.00 PER LOT, TOGETHER 'MTH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE KING COUNTY CODE 21A.43.070.A.2. 8. THE STREET TREES PLANTED WITHIN THE PUBLIC RIGHT OF WAY 'MTHIN THIS PLAT ARE TO BE OWNED AND MAINTAINED BY THE NICHOLS PLACE HOMEOWNERS ASSOCIATION UNLESS KING COUNTY OR ITS SUCCESSOR AGENCY HAS ADOPTED A MAINTENANCE PROGRAM. 9. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE PLAN NO. P#4082 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIA TlON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTIL Y ODES. 10. THE NICHOLS PLACE HOMEOWNERS ASSOCIATION WAS ESTABLISHED ON SEPTEMBER 6, 2005. 11. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITILED "TRANSFER OF DEVELOPMENT RIGHTS CERTIFICATE NUMBER: 79• RECORDED UNDER RECORDING NO. 20040811001634. 12. THIS SITE IS SUBJECT TO CONDITIONS, NOTES, EASEMENTS, AND PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE OF SURVEY PERFORMED BY DOWL ENGINEERS AND RECORDED AUGUST 8, 1995 UNDER RECORDING NO. 9508099008. (THE ENCROACHMENTS SHOWN ON SAID SURVEY WERE REMOVED DURING THE COURSE OF CONSTRUCTION OF EVENDELL, RECORDED IN VOLUME 229 OF PLATS, PAGES 034-04) 13. THERE SHAUL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 160TH AVE. S.E. FROM ANY LOT WITHIN THIS PLAT. 14. THIS PLAT WAS APPROVED WITH THE USE OF RESIDENTIAL DENSITY CREDITS FROM THE TRANSFER OF DEVELOPMENT CREDIT PROGRAM AND IS SUBJECT TO THE REQUIREMENTS OF THE PROGRAM IN ACCORDANCE 'MTH KING COUNTY CODE 21A.37.010. 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING • PLANNING, SURVEYING .JOB NO. 04037 LUA-00-140 ~ . VJ c., ~ O:'. <J'. w co LL. 0 (f) Vi <J'. co FOUND 1-1 /2'' BRASS CAP W/PUNCH IN CONC. DN. 1.2' Iii CASE CITY OF Ri}ITON NO. 2105. HELD FOR CTR. SEC. 14-23-5 NICHOLS PLACE VOL. (MONUMEN r DESTROYED DURING INSTALLATION OF SAN! rARY SEWER MAINLINE) A PORTION OF THE NW 1/4 OF THE SE 1/4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 30' 30' I~ I~ < ~ IC IO ... ~ <( ~I °'<l I- <( _J ·'=-,,, 0 ..,: U') <.D "'I <n 0 KING COUNTY, WASHINGTON UNPLATIEO 0 n -~-1 LOT 2 LOT 1 K.C.S.P. NO. 488029 K.C.S.P. NO. 488029 653.24 _L LOT 2 K.C.S.P. NO. 878133 REC. NO. 8002250539 --- UNPLAffiD --- 12 7 JANETTS RENTON BOULEVARD TIRACTS 57 56 55 58'-~ ! FOUND 1" 1.P. W/TACK IN CASE, DN. 1.2 0.3E X 0.8S FROM CALC 1/16TH CORNE!<, HELD CALC'D SUBDIVISION FOR CENTERLINE 160TH AVE. S.E. 311 -29 28 UNPLAffiD C13 L14 59 I 67 -r:~15 I~ 16 I 3_o I _J 66 TIRACT H_ ~r--17 60-r-1-65 I ;:o -4-61 I 62 I 63 I I -1-, , -1--r--f\ 18 -- 64 N88'07'31"W TIRACT L 30' I~ ,~ < ~ 0 IO ... ;::I cri " "'I ,..., £.0 lf) 01 " (0 <XJ oci "' (0 "' 2612.97 ~ 15 DERRYHURST VOL. 66, PG. 74 _I_ I -L __J TIRACT 1 TIRACT 2 1306.49 MON NOT SEARCHED FOR HELD POSIOON PER DOWL ROS SEE NOTE 5, THIS SHEEf 0:: ~1 I / .-[RACT I N. LINE. S.E. 1/4, N.W. 1/4, S.E. 1/4, SEC.14-2-3--5-l,--I 7 I 8 /~. \>- ---- 0 2 0 3 4 ii 5 I 6 I _J_Lj____J_L_v-< "' I ..f.-'<!>.\)0 '?r:,S· N ~19 20 21 22 23 S ']..'l..'<>~r,,'l, ~ / J 24 I 2s I 26 I 21 '\,J..., <:}"}< .. w . n C'I <D N ROSE GARDENS 1 1T1 ~r-~::--....i..ri...,r,.:.::NB:;:::8r"0:.:..7'~31r"W~6T2;;?.3,l59~-,~~S~EE:_:NO~TE~6--L 12 w 'mi-----.-1 0 ;-.. 11 10 9 8 7 6 5 4 3 2 LC) C'I 0 0 :z: TIRACT 3 --- t;: I 16 I 15 I 14 I 13 I r-8~9 <- 12 I 11 I 10 \ N 0 9 ~ 8 ,-..: 13 -1- U') ~I 0 0 :z: ~ 14 SE. 139TH ST. 1 <) 0 15 19 20 21 I-I- () () <( <( TRACT E -1r1,1-,-1 ~ ~ 16 18 22 I I I TI_IJ_1~ I I ~ I ~ ~ :z:a... UNPLA TIED fl-\~--..L..-~iR"rrru~-,--,;~~-l..-----.t"' ~ => 1'1 -Lr1 W. LINE, S.E. 1/4, N.W. 1/4, S.E. 1 / 4, SEC. 14-23-5 ,---:;;~~-,-,--,--=-r~-.:.:;.:_---~--=:i~ T.L. NO. ~S oci 942520001 o 6 s\..c::i'? ~ -__J I ~"" "\'.> u. No. I 3 4 5 ·s sV"J"<'f-'?r:,. 7 8 9425200012 L I *0~\\,.-"\'.>• I --_ _ -1.653.82 I_ J_ _l -I_--W-- N88'17'30"W 1307.65 - N88'07'31"W LOT 1 S. LINE, N.W. 1/4, S.E. 1/4, SEC. 14-23-5 LOT 2 _ 1_653.83 --- I I I :gl ,-..: U') N 30' TIRACT 4 MON NOT SEARCHED FOR HELD POSITION PER DOWL ROS SEE NOTE 5, THIS SHEET ~ FOUND 3" X J" CONC. MON IN CASE W/PUNCHED BRONZE PLUG ON. 1.1' ~3 --1308.86 \l / 1/ N88'37'27"W 261-7.-72-- SECTION SUBDIVISION DIAGRAM SURVEY NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN . TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 4268-645061, DATED JULY 28, AND UPDATED OCTOBER 28, 2005. IN PREPARING THIS MAP. CORE DESIGN HAS CONDUCTED NO INDEPliNDENT TITLE SEARCH NOR IS CORE DESIGN AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN TITLE GUARANTEE. CORE DESIGN HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. NOT TO SCALE 4. ALL MONUMENTS SHOWN AS FOUND WERE VISITED THE WEEK OF APRIL 17, 1995 UNLESS NOTED OTHERWISE. 5. SECTION SUBDIVISION PER RECORD OF SURVEY PERFORMED BY DOWL ENGINEERS, RECORDED UNDER KING COUNTY RECORDING NO. 9508099008 AND ROTA TED 40" COUNTERCLOCKWISE TO MATCH HIGHLAND ESTATES, ACCORDING TO PLAT RECORDED IN VOL 212, PGS. 10-13. (ROS) 6. POSSIBLE HIATUS BETWEEN THIS PROPERTY AND THAT WHICH ADJOINS TO THE NORTH ELIMINATED BY SURVEYOR'S CORRECTED LEGAL DESCRIPTION FOR SAID NORTH ADJOINER AS SHOWN ON KING COUNTY BOUNDARY LINE ADJUSTMENT NO. L03L0013, RECORDING NO. ,..., " ....; N <D N w ~I ~I z BASIS OF BEARINGS N00'28'54"E BETWEEN MONUMENTS FOUND IN PLACE AT THE SOUTH QUARTER CORNER AND CENTER OF SECTION 14-23-5 PER HIGHLAND ESTATES, ACCORDING TO PLAT RECORDED IN VOL. 212, PGS. 10-13, IN KING COUNTY, WASHINGTON. LEGEND @ FOUND MONUMENT AS NOTED 5L QUARTER SECTION AS NOTED '1f" SECTION CORNER AS NOTED 2. ALL DISTANCES ARE IN FEET. 20040723900002 14711 NE 29th Place Suite 101 3. THIS IS A FIELD TRAVERSE SURVEY. A LIETZ SET4C COMBINED ELECTRONIC 5 SECOND THEODOLITE AND INTEGRAL DISTANCE MEASURING METER WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROWNG MONUMENTATION AS SHOWN. CLOSURE RATIOS OF Tl-iE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. DISTANCE MEASURING EQUIPMENT USED TO CONDUCT THIS SURVEY WAS COMPARED TO AN N.G.S. BASELINE WITHIN ONE YEAR OF THE DATE OF THIS SURVEY. SHEET 3 OF 5 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING• SURVEYING ODES FILE NO. L03POO 15 .JOB NO. 04037 LUA-ot,-(40 ·---·--------- PG. 8 19 I NICHOLS PLACE A PORTION OF THE NW 1 /4 OF THE SE 1 /4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON I I I EVENDELL I _ _ Nsa·on1 ·w I N. LINE, S.E. 1/4, N.W. 1/4, S.E~/4~EC. 14-23-5 1 I <O =~ I VOL. 229, PGS. 034-042 ~ ~0 [-=-=-=~;--~-.J..~~"5lto~-r~~i--,;t,-~..._wJ.~2us~~l~2~6~t,l,--;27'.__~I ~-r--.iiio-r--=~TR~A~CT~L-:;;;;:,;---,..._-,,,.~_J __ ~~1 N88'07'31"W l 623.59 I l w ~ 40.0IJ 50.00 l[ S u.i 4 .oo -so.oo 40.00 50.00 30.01 I w VJ 20 I 21 I 22 I I I 1 I 23 24 -l 1 -113.59 T 55.DO 40.00 50:00 12 VOL. ~ N 40.00 55.00 -----, -~ TRS~~E~-1~ \ ;;; ~ I\ SHT. 2 co t w W 11 N •0 10 o, f ---~N~88~~~7'~31i"W~1~12~.3~0--~l,.--l~ N~ NN ~'< ~ ~ N ~ ---- g w )-u 8 'o, w w I.Ll 7 0, 6 'en w ;;; 0, N N N '" 5 0, 4 ;'-' 0, 0 0 " <D (',l w ~ (j) 0 7--.. ~ 0 0 z - W. LINE, S.E. 1/4, N.W. 1/4, SE. 1/4, SEC. 14-23-5 ---- UN PLATTED N 0 ui <I) 5 ci LO N 0 ci tO N 0 0 <I) SCALE: 1" 0 t 92.30 \..?-0.00 ~ ~ : ;;? ~ ~ N30'57'22"W (R) 2 "' en ,, N 3 _w a'.) N 0) N N a, N N 2 1 N N \fl vi N a, N N a, ·a, w "" 0) 0) \fl ,,., ,,; N en "" 0) N 0) I') vi I') ri N N '° ,,; 0 0 0, '° en \fl ,,; CJ) "" 0) 5 rn z z 0 0) 5 \fl n z 0 0 z 0, z z z 0 N o n ,_63 • , ., R=25 00 "" c:, ,s= 27 10 6=30'37'18" 13 :z: t '.;; {4.47 ~ ~ ,<::J~, .-L=55.37 JL=13.36 z ·":J°' l' ./ --...... <:)() ,, ,,s:, <fl l("*'v:; °"' 27 27 ,r· , <:i'<> 0 0 -t p· '.-o ~~ --..........;;;~· ;.;._-t---:~:;_~-:-~:~f~;.....l/Q.QJL-,~_:t£Q2.__1l--22.:~--4--..±£;Q.£..._l-_~Q;.Q.r;~-J-~~-1-~i._~%~,,,.~v o; N88"07'31"W 90 94 0' .Q { 40.00 o,"-':)o,. JJ. ' . 50.00 40.00 .31. 7 4 . '$ 0' ! ' ! ' 50.00 40.00 '!' >< 50.00 40.00 50.00 >, ) ' SE. 139TH ST. ,...: w N 6.19 , _N ..- CO N 0 14 _o..-\fl ,,; 0) "'! T'""" "'1 ~~ ~ LO JJ II __, N67'04'25"E (R) <1 / 5 92----......_ '-<-:", N88'07'31"w 88.46 -....._ \'..::>,·A / q_ '-b. ~~ <» 0,. ~I )-u ~ ~. 15 0, '%, I AN g TRACT B ~g SEE REST. 2, ~ ~ SHT. 2 t',... n ,.., ... 86.97 20.00 gg N88"D7'31"W 106.97 ;'-' 0) 55.00 - )jz 21.54 ,w Ol N 0 No <I) 0 • Ol 0 z ,w 0, N 17 N ~ . n N . <I) ,-.... • 0:, N88'07'31"W 80.01 16 105.73 40' 80 "" \fl o5 oz ci <n LEGEND 0 z 50.00 BSBL BUILDING SET BACK LINE 18 100.00 LOT 1 o FOUND 1/2" REBAR W/YELLOW PLASTIC CAP STAMPED "CORE 38488" • SET 1/2" REBAR W/YELLOW PLASTIC CAP STAMPED ·coRE 38488" EB SET STANDARD KING COUNTY CONCRETE MONUMENT IN CASE ~ SET TACK IN LEAD W/SHINER STAMPED "38488• ON PROPERTY LINE EXTENDED IN LIEU OF FRONT CORNER AS FOLLOWS: LOTS FRONTING THE NORTH SIDE OF S.E. 139TI-l ST. AT 1.50' OFFSET UNLESS NOTED OTI-lERWI SE. LOTS FRONTING THE SOUTH SIDE OF S.E. 139TI-l ST. AT 6.50' OFFSET UNLESS NOTED OTI-lERWISE. NOTE SEE SHEET 5 FOR EASEMENTS OF RECORD AND EASEMENTS TO BE ESTABLISHED. - 50.00 20 50 00 ,w 0, 0 ·"' 0 N . LO 0 • <I) 0 z )jz - 60.00 21 - w ~o N 0 AN ci '° 0, 5 TRACT C~ 0 0 0 O ::: 0 ,w OJ N ci 0, SEE REST. 3, "" ~ SHT. 2 ! \,.._ 0 z 60.00 N88'07'31"W 85.00 22 105.00 .-, 0 ci <I) lw 0, "' ON 0 LO ci :.... no z J:!.88'07'31"W 513.28 483.27 - Jf( SO.DO TRACT D RECREATION SEE REST. 4, 0 0 SHT. 2 ci 0) ;'-' CJ) N "' \fl 5 z 5000 4000 N88'07'31"W 90.00 23 90.00 - ,w 0) 0 .N 0 N . <I) 0 • C") 0 z TRACT E DETENTION/RECREATION SEE REST. 5, SHT. 2 173.0D N 0 -,,; 0:, I ~ 3001 r <D w <N • I fl LO N Jg z "' <I) ~I I . w (,/) . w > <( :c I- 0 (0 ,-- N88'07'31 "W I 623. 73 K.C.S.P. NO. 481066 REC. NO. 8109100503 I LOT 2 HOUSE ADDRESSING THE HOUSE ADDRESS SYSTEM FOR TI-llS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR TI-lE NORTI-l-SOUTI-l ROADS WITHIN THE RANGE OF 13815 - 13908 AND WITHIN THE RANGE OF 15800 -15959 FOR THE EAST-WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITI-l KING COUNTY CODE 16.08. DOWNSPOUT NOTE ALL BUILDING DOWN SPOUTS, FOOTING DRAINS AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS NO. . P#4082 ON FILE WITH KING COUNTY DEPT. OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) AND/OR THE KING COUNTY DEPT. OF TRANSl-'ORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. ALL INDIVIDUAL STUB-OUTS AND INFILTRATION SYSTEMS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT OWNER. NOTWITHSTANDING THE ABOVE RESTRICTION, LOT 23 SHALL DISCHARGE ROOF DRAINS DIRECTLY TO THE ADJACENT DETENTION FACILITY WITHIN TRACT E. THE OWNERS OF SAID LOT 23 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE ROOF DRAIN FACILITIES WITHIN SAID TRACT. SHEET 4 OF 5 TRACT NOTE A "TRAC1 IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. (KCC 19A.04.330) TI-llS PLAT CONTAINS THE FOLLOWING TRACTS: A, 8, C, D, E AND F. 14711 NE 29th Place Svite 1 0 I Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING· PLANNING, SURVEYING DOES FILE NO. L03P0015 .JOB NO. 04037 LUA-~-l40 PG. ~ . I ' I I I I 8 ---- ~s ~~\)~ ~~ S G ~G· ~C)S 't)), \ '-\C)'v· 0 \ 0 r--.'. <D N \ w • \ O'J 0 j-.. \ f'-1 0 0 z \ \ ---~ UNPLATTED SCALE: 1 " 0 20 40 ~ r , [ ; NICHOLS PLACE A PORTION OF THE NW 1 / 4 OF THE SE 1 / 4, SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST,· W.M. KING COUNTY, WASHINGTON I I I I 19 20 I 21 22 23 I I I t\'t I I I ~ \j\,,'v 'v \)) t\/ \) s'-\~ ~Gs. I I I I 1,'t~' I I I I I '-\ei'v· I I I I I 24 I 30' 10' 25 I 26 I 27 I TRACT L N88'07' 31 nW 623.59 r------'~~----~1-;-~24[.4:5 ;-~, ~~~1-;::-1 __ .J __ l __ __Jl...t!!l[;!!.'.!Lil~i~-J..--~-J_ ___ r----r---~~~~---,_ ______ j N00'27'09"E N ,,.: __ 1--, I 12 1000_/ . : __ 112,.~--i 10' PUBLIC TRACT ~ \ I \ WATER I EASEMENT I SEE NOTE _, 8 I 7 6 5 I 14 13 5' UTILITY EASEMENT SEE NOTE 1, SHT. 2 (TYP) 5' PRIVATE WAIER EASEMENT SEE NOTE 17, SHT. 2 15 10' PRIVATE DRAINAGE EASEMENT SEE NOTE 10, SHT. 2 16 15' PUBLIC WATER EASEMENT SEE NOTE 3, I I I I I I I I 11 PRIVATE DRAINAGE EASEMENT SEE NOTE 9, SHT. 2 I I I I I I I I I I L-----------1_ g• : - SHT. 2 10 -------- 9 10' PRIVATE DRAINAGE 10' PRIVATE EASEMENT DRAINAGE SEE NOTE 7, EASEMENT SHT. 2 SEE NOTE 6, ---------SHT. 2 ----------------------------------- 4 3 2 10' UTILITY EASEMENT 10' PRIVATE SEE NOTE 1, ] DRAINAGE EASEMENT ---~1~_2_:~~--SEE NOTE 5, SHT. 2 --------------------------- i--20' 1 ' PUBLIC SIDEWALK EASEMENT SEE NOTE 17, SHT. 2 / ----------\ I I I I I I I I I I I I I I I \ \ \ R=25.0D a a " <.D N ---i I I I I I SE. 139TH ST. \ ,, --~ .!1=46'26'45" . ',, ! L=20.27 I N88'07'31'W 513.28 483.27 ---- -----R=25.00\/ --Li=40'35'03" -cl-----W -===~F-~:::~tE~====1 __ r 1 ____ 714=::=---------l71"'im ___ L ____ ~L=:l:7.7~1 30.01 PUBLIC SEWc:R EASEMENT SEE NOTE 4, SHT. 2 12' PRIVATE DRAINAGE EASEMENT SEE NOTE 11, SHT. 2 / t---8' I ' ,,/______ --~i~iN'il:~]"----~;;~;-,i-,i T~~~:A~~~ . -~:~~~~;,::~::------~711E~ 8 si~-EL~~;---J---------------~,\ 1 EASEMENT SEE NOTE 1, SEE NOTE 16 SHT 2 -" 1 1 I I WATER "! • · SEE "OTE 1, 1 / SEE NOTE 13, SHT. 2 (TYP) '' / SHT. 2 : :-·-EASEMENT ~ SHl 2 (TYP) : TRACT C 1 1 SEE NOTE 18, 1 21 19 20 17 Naa·on1 "w 18.98 I I SHT. 2 I / I \ I I : <:,<:i.'J\o,'t-/-TRACT E : I I '?i~"[./-' I 1 11;\':,_/ SEE DRAINAGE EASEMENT AND 1 ~/r/ ,;--/-10' PRIVATE DRAINAGE COVENANT FOR RECREATION TRACTS, I // EASEMENT SHT. 2 / 4----L-10' PRIVATE '---------l---,--L ____ _'.:~t'.rf-,~-'--V1;1/ SEE NOTE 15, SHT. 2 1 1 1 DRAINAGE I : : EASEMENT .L-1>-5.00 30' X 30' PUBLIC I I I SEE NOTE 12, 18 10' PRIVATE DRAINAGE : SANITARY SEWc:R EASEMENT J : : : SHT. 2 EASEMENT I 2 3 SEE NOTE 19, SHT.2 I ---i i--SEE NOTE 14, SHT. 2 1 I I I I I w ' "' N L{) N b a :z I I 22 ,I r -----1-- 24' ---1 I -.J I I I I I -110' SHT. 2 r----------'--'-....I.------L--~~-:------l __ llliiiii'i'Ji'wTS:~,j""--1----------J _________________ JI --ll J LOT 1 N881J7 31 W 623.73 ! ! .. _l~II! __ / I \)~'o ~'D\ ti\J) ~Cl· 2i\\J\) s1. 'D\\J ~~· ~C)- ~s~· I NOTE I I SEE SHEET 4 FOR COMPLETE LOT DIMENSIONING LOT 2 30' VOL. . w (/) . ~ <( 40' cORE 1471 1 NE 29th Place Suite 101 80 I ~DESIGN Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING , PLANNING, SURVEYING SHEET 5 OF 5 ODES FILE NO. L03P0015 JOB NO. 04037 LUA-o&-140 ------·-----------------·---------·----------·--····-------···-·-------· PG. ~ . Site area (in square feet) iS the grass horizortal area of the project site, I. SilB Area (K.C.C. 21A.06.1172) Site area (in square feet) ;c, the grqss horizontal ere a of tho praject site, lesi s,1bmerqed lan1ls a, d!liined l'Y K.C,C. 2 IA.06.1265, and less oro,s which are required to be declicated on the perimeter pf,, proje(,t site fpr prioflc righ\1-of-way. Calculation: II. ---~-square foot in submerged land (any tan;, belo•,•1 the o~linary 111gh W$ler n1wk -see K.Q.C, 2iA.Or3.8~5.) , __ I!...._._ squere feet ,n perimeter nuhts-of,way 11j11ch wiJI be re11uired lo be df,d1catad (are 9 30 feat from renter line pi roadi o Total ---- 16)~, 'fb5 Gross horizontal area of the proj,ict site O Total submerged iands and riaht~-of-wcw ___ __.,.,.._.. '< ' / ~1,,1 wQ5 Si\e area in squc;1re fee\ NOTE;: To conti11ue ca!culc.Jtiops, coqvert sltB area in square feet to acres l1y diviqing by 43,56Q 3. Sz. Site area in acres Dase Density (K.C.C. 21Al2.030 -.040 tables): The base density is Qetermined by the zone designaiion(s) for the lo! 1 du/acre Ill. Allowable Dwelling Units and Rounding W,C.O 21A.12.070): The base number cf dwelling units is calculated by mul\iplying the site area by Jhe ba&e den;ity in d;velling units per acre (from K.Q.C. 21A.12.030 -.040 tables). 3. 62 site wee in acres (see Section I.) X 1 base density (see $ectioe II.) ---~< . . = /'5,Z,8 alloV1able d11ellrng unit! When calculations result in a fraction, the fraction is rounded to the nearest whple nun,ber a, followr 1. Fractions ol .50 or abo•1e shall be rounded up; and 2. Frnc!ions below .50 shall be rou11ded down. IV. Required On-site Recreation Spoce (K.C. C. 21 A.14:180): This section must be cornpleted only if the proposal is a re,idential devE1lopmel'1l of m9re than four tjwellinq uni\s 111 the UR and R zoo.es, stand-alone townhouses in the NB zone on property cr,signajed Commercirl Out;:de of yenter if more . . . than fou,· units, or any mi,ed use development if more than four units. Rp,creatipn spa1:e mus! be cor,puteq by multiplying the recreation :pace requirement per unit type by the proposed number of such dwelling units (l<.C.C. 21A',4. 180). NOTE: Kini! County has the discretion to accep; a fee in 1i13u of all or a ,o,tion pf the require9 recreition space perK.C.C. 21A.14.185. Apartments and townhouses developed at a density greater than eight ynits per acre, and mixed us, must prov:d~ recreational space as follows: 90 square feet X 130 square feet X 170square feet X ____ proposed n~mber {1f studip and ~ne beq'room l,.inits ____ proposed :i'"'lber ~1f two qedrooF.1 units ----proposed ~Jer [lf threE1 or more bed~Jom units ___ Recrnat1on fipace F,.equ1rwr.ent = ' Residential Jivisions and townhouses developed at a density of eig~i.mits pr less per aqe mus1. provicje recr~ational --~ . . 390 square ieet X ;1:::, proposeq numb~rofunits = -~~- Mobile home parks shall provide recreational space as follows: 2GO square feet X --~-p1•oposej number of units = V. Net Buildable Area (K.C.C. 21A.06,797): This sectioc is used for computing minimum density and must be ccmplr,ted o,ly if thj site ii locatad in th~ R-4 t~rough R-48 zones and designated Urban by the King County Comprehensive Plan. Ti1e net louildaqle ares is the site ar,a (sea Section I.) less Ille following a,eas: Calculation: VI. ___ o __ areas within a project site ·~'hich are req1.1ired io be deC\icated for public righ\s-of-w~iY in excess oi sixty feel (60') of 'Nidlh + o sensitive areas and their buffers, to the extent they are requ(red by King County UJ rem9in undevelop1;d + 2'-, z.'::>r; areas required for above ground stormwater qrntrol f11cilitie~ including, buf not lirr1ited tq, retention/detention ponds, biofiltration swale~ and setback~ from ~uch pqnds a~d swalf;S + 4. ~$f; areas required by King County to be dedicated or reserved ,sen-site recreation µreas. pectucl area within stormwater control Ta.cility \'f requ~sting rpcreatii;in spaGe cred!t as allpwed Qy KCC 21A 14.180. (see Section IV.) + 0 regional utility corridois, and + o other areas, excluding setbacks, requir~d by ~ing County to remai~ urde11elopecj = .30}1~Z. Tolalreductions /Ida, 416 site area in squqre Feet (see Section j.) 3B,1iJ2. = 135, 7'J3, = 3 ,//lo. Total reductior1s net buildable 41rea in squarfl feet NPTE: convert site area in square'feet to acres liy dividing by 43,560 net buildable :area in 'acres Minimum Urban Residential Density (K.C.C. 21A.12.060) The minimum density rnquirement applies only to the R-4 throuoh R-4S zone$, Miniryium density i~ deter~1ined by multiplying the base density in dwelling units per acre (see Section II.) by the net buil9able area of Ille site in acre:; (see Section V.) and then multiplying the r,;sultintr product by the minimum d~nsity percec!age frqm the K.C.C. 21A.12.030 . . table. The minimum density requirements may be phased or waived by King Cpunty i(I certain case,. See K.C.C. 21A.12.o,o. Calculation: l{ base density !n dulac (see Section 11.) X ~, !I c,, net buildalile area in acres (see Sectipn V.) = __ f.l.,':J.k.._ X minimum density% set Forth in K.C.C. 21A.·12.030 or as ,djuste1I in Section VII. = 10, <;9 minimum dwelling units required NICHOLS PLACE PRELIMINARY PLAT SE 1/4 S14~T2JN~R5~ VIII. This section should be completed only if the proposal includes application of resldential density incen1ives (K.C. C. 21 A.34) or transfer of density credit (K.C. C. 21 A.36 or 21 A.55). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section HI. of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section 11.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section II.) of the underlying zoning of the development 0 base density in dwelling units per acre (see Section II.) X 15090 O maximum density -~-..,0 maximum density in dwelling units per acre X 3.8215106 site area in acR_~_, ________ _ maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) ____ O base density in dwelling units per acre (see Sedion JI.) X 200'7p O maximum density 0 0 maximum density in dwelling units per acre X 3.82 site area in aci:i.e:5. o -~-~ .~"c--~~=-------'-rnaximum dwelling units allowed utiliz.ing density inrentives with 100% affordable units (K.C.C. 21A.34) 4 base density in dwelling units per acre (see Section II.) X 150"lo := 6 maximum density ---7 6 maximum density in dwelling units per acre X 3.8215106 site area in acil!:g:.: 22.92906336 -m-ax~i~m-um~dwelling units allowed utilizing density transfers (K.C.C. 21A.36 or 21A.55) ------~==="- Calculation: 15 base allowable dwelling units calculated in Section Ill ~-----c-+ 0 borius units authorized by K.C.C. 21A.34 --------c + 8 transfer units authorized by K.C.C. 21A.36 or 21 A.55 ______ 2_3 total dwelling units (cannot exceed maximums calculated above) APPLICANT: PROJECT MAl1AGEj,: SECTION, TOVVNSMIP & RANGE: ACREAGE: TOTAL NUMBj:R OF LOT$: SFD: TOWNHOUSE: ZONING CURRENT: PROPOS~D: PROPO!JED WSE SEWAGE DISPOSA(: WATER SYSTEM SCHOO~ DIS'(RICT: FIRE Dl$TRICT: T~LEPHONE SERVICE POWER NATURAL GAS: CABLE TV: U.S. Land Development l\ssocistes Howar1I Stan,buryll~icha~I Ult PO Bµx 22200 8eallle, WA 98122-0200 (206) 726-1445 Centurion Develop~ient Service, fylicliaal J. Romano 22617,81h Dr. SE. IDothell, WA ~8021 (425) 486-2.593 SE 1/4 S14-T23N-R5E 4.00 23 0 R-4 R-'I $1NGLE FAMILY RESIDENTIAL CITY OF RE1~TON KING COUNTY WATER OISTRICT #~O RENT0Nl1S$AQUAH KING COUNTY FIRE Dl$TRICT #25 QWEST PUGET SOUND EMERGY PUGET SOUND ENERGY COMCAST ENGlliEER: Maozous Englneeri~g, PS Robert Parrow SURV!:YOR: 13428-i5th q, Mukilteo, WA 98275 (425) 7/,5-58"/2 Qryco Survey Larry Sprgent 12714 Valley /\venue Easl Sumner, WA 98390 (f53) 8?6-03QO '//Ef /DETENTION POND TRACT I I , , /\REA WITHIN TRACT AREA WITHIN 100 YEAR WATER SURFACE AREA WITHIN TRACT & OUTSIDE 100 YEAR WAWR S\JRFACE 26,257 SF 14,422 SF 11,~35 SF LEqEND-EXlpTIN(r w ff) w ~ ~ 13 1 ;J,6TH ST '<I" ~ SE 12~TH ST ' SIT V,ICl~IT;( ty)A~ BASIS OF SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORO OF SURVEY, AFN 9508099008. KING COUNTY, WASHINGTON. BASIS OF BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORO OF SURVEY. AFN 9508099008, ROTATED -0"18'49" REFERENCE SURVEYS PLAT·OF CAROLWOOO, AFN 7908280585 PL·AT ,OF ROSE GARDENS, AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORD OF SURVEY, AFN 9508099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT #RENT2105 ELEVATION 468.87 EQUIPMENT USED TOPCON GTS 38 TOTAL STATION & HP-48GX DATA COLLEc'fOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUl1-lEAST QUARTER OF SECTION 14. TOWNSHIP 23 NORTl-\ RANGE 5 EAST, W. M" DESCRIBED AS FCLLOWS: BE.GINNING AT THE NOATHEA.ST CORNER OF SAID SOUTHEAST QUARTER OF TI£ NORTHWEST QUARTER OF THE SOUTHEAST QUAATEF1: TI£NCE SOUT'" 00 ~5 '21 ~ WEST ALONG THE EAST LINE '-~- OF SAID SOUTHEAST t iTER OF THE NORTHWEST QUARTER OF TI£ SOUTHEAST QUAA)-..;,-1, 135.66 FEET TO THE TRUE POINT OF BEGINNING: THE;NCE NORTH 88 4 07'58~ WEST PARALLEL WITH THE MJr-lTH LIN:':: OF S~\ID SCUTHCA-ST GW,Rl'G.R OF rn:: NOATH11EST QUAATER OF n-lE SOUTHEAST QUARTER, 653 .60 FEET. MORE OR LESS, TO THE WEST L . ' OF SAID SOUTHEAST QUARTEFl OF THE NORTHWEST QUARTER !..,_ ~ fHE SOUTl-lEAST QUARTER; THENCE. SOUTH 00 "27' 05" WEST ALONG THE WEST LINE OF' SAID SOUTHEAST \.___, QUARTER OF -THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267 .00 FEET; Tl-ENCE SOUTH 88' 07' 59~ EAST PARALLEL WITH SAID NORTH LINE 653 .72 FEET, MORE OR LESS, TO THE EAST Ur-.E OF THE SOUTHEAST QUARTER OF TiiE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 00 • 25' 21" EAST. ALONG TI-E EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTH~EST QUARTER OF TI-!E SOUTHEAST QUARTER. 267 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT COUNTY ROAD ( 160TH AVENUE SOUTHEAST) SITUATE Thi THE COUNTY OF KING, STATE Of WASHINGTON. M01JUM~NT l"OUNp TrjlS SURV~Y WATi;R MfT£R M WA TE!,R VAL VE FOUND PROPERl'( CORNEil: AS INDICATEp SET REBAR /!<; CAP L;i# 6228 SET PK & TAG LS# p228 ELECTRIG ME!TER . POWER POLE -0-UTILl1Y pou:: ,,__ GU'( AN¢HOf\ ~ PH0NE PR i;;ABL(: PEpESTAL (l FIRJ;: HYDRANT ~.H/IRE HYDRANT Ir" WA Tt;R Tl!.E · W/ GONG. BLOCKING • CATCH BASIN • 8 f,IANf,/OLE 1,L£ANOUT [ 1,AP ST Lili WATER \/ALVI;: 'NJ WATER lliETER iilil CATCH j3AS1N OR INL!cT '11'( GA$ METER · PROPERTY LIN£ (PROPOSED) ~OT {./NE (PRQPOSED) {!Ji DECIDUOUS AS QESCRIBEQ ----OV~R HEAD ELEQTRIC LINES -c;,----ED(SE OF PAVEMENT ->:-CH/\IN LINK OR WIRE FENi;E -ci-WQOD FENG~ · · -w--W,'(fERLINE --S.D--ST\)RM DRAIN 7T.i'i!T7//i' BUILDINGS i~-c CU(.VERT -1s1---CO!'JTOljR LINE EXISTING LOT LINE/RPW NOTfS: 1 ' BUILDINGS MARKED WITH AN * WILL BE DEMOLISHED . ' NICHOLS TOROGRAPHY BY GEORGE W. · DRYSDALE, P.L.S. DRYCO Su,rveying & Mappil).g 12714 VALLEY AVENUE EAST SUMi'jER, WASHINGTON 9/3390 (253) ~26-9300 FAX (253) 826-9703 SCA E: 1,'=50 DAT : 5/15/03 23 LOT R-4 PLAT WITH TRANSFER OF DEVELOPMENT CREDITS PRAW~ BY: MJR PREPAREO FO~: \J.S .. LAN'D D~VEGOPM!ENT AS OCIATES P.O. BOX 2 200 SEATTLE WA 98122-0200 CENTURION DEYE:L PMENT SERVlCES ' . ' ' 22617 ~ 8TH DR. SE., BOTHELL,, WA ~8021 (425) 4$6-2563 OFF. 425) 48 -3273 F,/IX I_J03 POO 15 WA-OS-l 40n K.C. D.D.E.S. MAY 19 2003 I j . ~ i-,; ,,,) : / / I Lot 2 ,J / / •. \: - \ \ ((j l rj INSTALL Tf/lCKENED £DC£ AT END OF TRACT. ------____J V '',. NOTE: '' ----< "' .. ,,. ,_ ! ' JUDT '.4' SHALL BE OWNED & MAINTAINED BY LOTS 12 & 13. JUDT 'B' SHALL BE OWNED & MAINTAINED BY LOTS 15 & 16. JUDT 'c' SHALL BE OWNED & MAINTAINED BY LOTS 22 & 23. , ,,. w,ur, T 8.5' 5' - JO' R/W 16' 4.5'± 11.5'± PAVT. EX. WIOENIN. PA VT. 0.5' 2% R/'11 f JO' R/W z-1 11.~t• ,,.>--j----i:rr:;a-ij,oo::E""''EJ' F = = = = = = = = ~\ // ~/ 5" !HICK CONCRETE SIDEWAL/f SAWCUT NEAT LINE VERT. CONC. CURB & GUTTER SEE DETAIL, 7HIS SHEET SEE SURFACING--~ SECTION OPTION SHT. C3.J/. ALONG EDGE OF EX. PAVEMENT SECT/ONA-A NEIGHBORHOOD COLLECTOR 160TH AVENUE S.E NO SCALE 2-12 UNIT C.B.U. MAILBOXES. SEE DETAIL Sf/EET C3.J/ 10' UTILITY 16.5' ~ ~ t' -1 -/' SE 1/4, SEC. 14, TWP. 23 N., RGE. 5 £., W.M ,./ ;;rl / ur, j S!AllO!! ··· IRACT 'F' / / / - JJ' R W ,2· I RIGHT OF WAY f_ I 2% -ROAD f_ 2.5' '' i' -i ' j : / I 16.5' 12' / I )I ,._ , , 'v ', ' , : : 'i ',, i ! ,._J 1' t- 6' LONG CONCRETE RAMP 5££ DETAIL, Tf/15 SHEET SIDEWALK ESM'T. !' --BEHIND 5/W SIDEWALK RAMP. 5££ DE.TAIL, SHEET C3. JI A ,· .. q 6' LONG CONCRETE RAMP SE£ DETAIL, THIS SHEET EASEMENT l\/.~'/-) i:i L 5• ;:: ~--• ,, ., _, ~ -· i -· -H-· ,. CEMENT CONC. ROLLED CURB & CUTTER. CONC. SIDEWALK SEE SURFACING SECTION OPTIONS SHT. C3.J/ PER KCRS SECTION 4.0/F, A ONE INCH FULL WIDTH OVERLAY SHALL BE REQUIRED. 7HE OVERLAY MAY BE WAIVED ONLY AFTER AN EVALUATION OF PAVEMENT CONDITIONS OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPEMENT ENGINEER. IF ROAO SURFACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL ANO SURFACING SHALL BE MADE PRIOR TO PLACING THE OVERLAY. SECTIONB-8 VRBAN SUB-ACCESS STREET SE 139TH STREET NO SCALE 20' TRACT /8' PAVEMENT WIOT/f _,. g' g' 2% TRACTf t--· ;,,; ,:, '·"1tt~-M4,-x ~ , ) :, ,:: ,J t , ,2.· / SEE DETAIL SHT. C3.JI SEE SURFACING SECTION OPTIONS, SHEET C3. JI l %;'.~ PROPOSED CATCH "- BASIN. SEE PLAN. -IL~ I\ SECT/ONC-C JOINT VS£ DRIVEWAY 3' _j ~-THICKENED EDGE SEE DETAIL, SHEET C3.J/ TRACTSA, 8, &C NO SCALE GENERAL NOTES I. ALL CONSTRUCTION SHALL 8£ IN ACCORDANCE l't7Tll THE KING COUNTY COD£ (KCC}, KING COUNTY ROAD STANDARDS (KCRS}. AND 7H£ KING COUNTY COUNlil '.S' CONDITIONS OF PRELIMINARY SUBDIVISION APPROVAL IT SHALL 8£ TH£ SOLE RESPONSIBILITY OF TH£ APPLICANT AND TH£ PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM TH£ ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL 8£ AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. TH£ DESIGN ELEMENTS l't7THIN 7H£S£ PLANS HAVE BEEN REVIEWED ACCORDING TO TlfE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HA VE BEEN OVERLOOKED OR MISSED BY THE ODES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF TlflS ROAD, GRADING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (£ G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCT/ON MEETING MUST 8£ HELD BETWEEN THE DOES LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICAN(S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER KING COUNTY COD£ (SECTION 12.88}.-NORMALLY, 7HIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL 8£ THE APPLICANT'.5/CONTRACTOR'.S' RESPONSIBILITY TO OBTAIN ALL CONSTRUCT/ON EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK l't7THIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED UTILITIES OR 07HER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NAVO 1988 UNLESS 07HERWISE APPROVED BY ODES. 10. GROUNDWATER SYSTEM CONSTRUCT/ON SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST 8£ CONSTRUCTED IN ACCORDANCE l't7TH SECTION Bl 3.02 OF THE APWA STANDARD SPECIFICATIONS. II. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL 8£ BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.J) 13. OPEN cumNc OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIF/CALLY APPROVED BY DOES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCQRDANCE WITH KCRS 8.03(8)3. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLACCERS, AND ANY 0Tf/£f/ NEEDED ACTIONS TO PROTECT Tf/£ LIFE, HEAL TH, AND SAFETY OF Tf/£ PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION l't7TH TH£ PERFORMANCE OF WORK COVERED BY Tf/£ CONTRACTOR. ANY WORK Wl!f/lN Tf/£ TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A! LEAST ON£ Fl.AGGER FOR EACH LAN£ OR TRAFFIC AFFECTED S£Cl70N 1-01.23, "TRAmc CONTROL: OF 7H£ WSDOT STANDARD SPECYFICA TIONS SHALL APPLY IN ITS ENTIRETY. 15. ROAD IMPROVEMENTS FOR MIT/CATION OF HIGH TRAFFIC LOCA T/ON PER CONDITION 18 HA VE BEEN INSTALLED BY £VEND£LL PLAT LOIPD0/6 AND LIBERTY GROVE LOJP0006. ------- SECTION A A NOTES: 1, SEE SEC. 3,02 FOR SIDEWALK WIDTHS, -MATCH EXISTING OR PROPOSED SURFACE /,--ASPHALT CONCRETE 2, SEE SECS. 2.02 ANO 2..0:S FOR PAVEMENT AND SHOULDER WIDTHS. J. S1l0Ul0ER SHALL SE SURFACED N3 REQUIRED BY SECS. 3.07 AND 4.01. PAVED SHOULDER SLOPE SHALL MATCH CROWN Sl;OPE OR 0,02 FT./FL 4. SEE flG. J-001 FOR CURB Jo.ND SIDEWALl< JOINTS. @ R..'IMP SHAJ.L BE TEXTUl1ED US!NG TRUNCATED DOI.IE PAnERN. (SEE FlG. 3-00'l.) ------___[_ -----~-_J -- SCALE: 1 " -50' 0 25 50 100 BASIS OF BEARINGS N00:28'54"£ BETWEEN MONUMENTS FOUND IN PLACE AT THE SOUTH QUARTER CORNER AND CENTER OF SEC7/0N 14-23-5 PER HIGHLAND ESTATES, ACCORDING TO PLAT RECORDED IN VOL 212, PCS. 10-13, IN KING COUNTY, WASHINGTON. DATUM NA l1J 88 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE DISC IN THE INT. S.£ 128TH ST. & 156TH A VE. S.E. (CITY OF RENTON PT/ 2103) ELEV= 547.94 (167.013 METERS) J" BRASS SURFACE DISC IN THE INT. N.E. 4TH ST. (S.E. 128TH ST. ) & 148TH A VE. 5.£ (CITY OF RENTON PT/ 1852) £LEV= 454.17 (138.614 METERS) NOT£· CONTOUR, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON PROVIDED BY DRYCO SURVE'i/NG INC. BOUNDARY VERIFIEO BY CORE DESIGN INC. KING COUNTY D.D.E.S. RHIEW ENGINEER CO/,/PLEIION OA IE SENIOR ENGINEER CO/,/PLEIION OA IE JAMES H. SANDERS, P.£. APPROVAL OA IE OEITTOPMENT ENGINEER CO/,/MENTS: (') "' z '() R: --l:; .; :,.. a a "' u., -"' 'tt "' ),. c,. .; •' " c.: u C " 0 2 ~ ::i 0:: 0) ~ V) .s ~ I "' ~ " ~ ~ -ai" Lt) (') -~ "' z " . ~ " "' "' . " z "' " z <( ~ "- (') z "" u., u., z -(') z u., L,_j L,_j i:( i:( L,_j i:( CrJ' ~ (l'. 2 ~-w ~ (') >-2 <l: c::i (3 z [ii ~ >-<l: (3 2 "I-~ 2 L,_j I- Q: CJ "J ~ L,_j w c:i -, (j 0 ~ ~ (l'. I,( 0 Q_ ~ 0 w 2§ w > z z 0 w (') s Q:' f-U) <( Q_ <( w Q:' Q_ 0 0 0 <( SHEET OF C3.0:1 11. PROJECT NUMBER 04037 LUA-o tJ-140 SE 1/4, SEC.1.4, TWP. 23 N., RGE. 5 £., W.M. NOTES, Fl.LISH 1. RAMP AND APPROACHES HAVE MINIMUM 32 IN. CLE/ilv\NCE FROM 09STACLES INCL. 1-ft'DM'fTS, POLES, AND INLETS. 4'MIN. /I .. JO" @ RAMP SHAll BE TEXTURED USING TRUNCATED DOME PATTEflN, (SEE OErAIL EJELOW.) GRADE BREAK & 3/B~ E<SPANSIOJ':r ·JOINT J. RN,!P CENlEfl LINE SHALL BE PERPENDICULAR TO OR RAOI/IL TO CURB RETIJRNS UNLESS OTHERWISE APPROVED SY THE COUNTY ROAD ENGINEER. 4. RAMPS SI-IALL BE CONSTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSflE SIDE Of STREETS WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STREET. SEE FIG. 3-006. 4~ THICK CEMENT CONCRETE SIDEWALK SECTION-VERTICAL CURB @ LANDING SH/ILL BE MINIMU,M 4 X 4'. (REFER TO FlG. J-006.) SECTION ROLLED CURB 6. RIWPS SHALL BE cmnRASTING COLOR OF LIGHT TO IJARK OR DARK TO LIGHT AND COLORING MUST 6£ /IN 1/lfl'EGRATEO PAAT OF HIE RAMP. ci " / "-, ~ ' ,@. -~ -r; a @ ,.,,., /A•@f ":@{ _j__§ ,,,,, 11'. }& @ a ' LI I">--,,. J •. ,,. L ~ r ,.,. ~ ,.,. -I l- sfcr10N SQUA~E \PATTERN DIAGONAL ALIGNMENT SQUARE PATTERN PARALLEL ALIGNMENT TRJAMGULAR PATIERN ® Department of Tr,msportation Roads Ser,!ces Division 2004 Design ancl King County Construction Stmidards PLAN TRUNCATED DOMES CURB RAMP FINISH GRADE AS SHOWN ON PLANS FiO. 3-ooT 3-16 ' , CURB fUDIUS _j CURB RADIUS -----, I I I I I CROSSWALK MARKINGS OR CROSSW}JJ( LOCATIOb ® Depa1trnent of Transportation • Roadr, Services Division 2004 Design and King County Consfruction Standards 2" (3" 160TH AVE S£) NOTE: (}) RAMPS SH.ALL BE CONTRASTil'W COLOR OF UGHf TO DARK OR DARK TO LIGHT ANO COLORING MUST BE AN INTEGRATED PAAT OF THE RAMP. 2. CONSTRUCT RAMPS IN ACX:ORDANC( WITH FIG. 3-007. @ LANDING SHALL BE A MINIMUM 4' X 4'. CURB RAMP wm-tlN RADIUS 2" (.J" 160TH A VE 5£) CLASS '8' COMPACTED DEPTH ASPHALTIC --- _,,,-CLASS '8' COMPACTED ~~~,--,,-,--,-,-!' ,.,-,-,-,....,.,-,-,.-,-_,/ DEPTH ASPHAL T7C CONCRETE. CONCRETE CONCRET£ 4• COMPACTED DEPTH ASPHALT TREATED BAS£ SUITABLE SUBGRADE COMPACTED TO 95% OF MAX. DRY DENSITY. 6" GRAVEL BASE-CLASS 'B" IN COUNTY RIGHT OF WAY (IF REO'o PENDING SOIL CONDf7/0NS) STRUCTURAL RLL ___ / 1/2" COMPACTED DEPTH CR. SURFACING TOP COURSE. ---5" ( 2 1/2" 160TH A VE SE. SHOULDER} COMPACTED DEPTH CRUSHED SURFACING BASE C0URS£ ---SUITABLE SUBGRAOE COMPACTED TO 95 % OF MAX. DRY DENSITY. SURFACING SECTION OPTIONS NO SCALE ROLLEO CURB 5' s;w Ra 3-DOB- 3-17 1/4" EDGED GROOVE 0.02 FT./FT. 12· 6' 0.05 FT./FT. ---·Ll~,.___. LL-,··~--; CEMENT CONCRETE CLASS 5 (1-1/2") \ ___ 1a_· __ , 'NOTE: TOP OF CURB @ DR/VEWA YS VERTICAL CURB DETAIL NO SCALE ' 2/i CURB 10" ~ '-", 6.5 0.02 1 /_4" EDGED ~ROOVE = 0 _02 FT/FT 70 FT/FT 4• I \~ 1--+--~ 12· ~~~_Jj 2'-0" I 1--- ROLLED C'URB DETAIL NO SCALE .J' 3• .. ~ -ii?-. tl)i/ . / . ' ASPHALT THICKENED EDGE DETAIL NO SCALE r-----------------~ / ~ N.O.C.B.U. LOCKING MAILBOXES (TYP.) ROLLED CURB 2 , ·r~ = ... \_ MAINTAIN FL OWL/NE NOTE.· CONTACT RENTON HIGHLANDS POST omcE 1-425-227-6304 FOR A LIST OF SUPPLIERS. TRANS/llON ALIGNMENT FROM VER T7CAL CURB TO ROLLED CURB (TYP.) ALL FILL SECT70NS FOR INDIVIDUAL LOTS OR ROADS SHALL CONSIST OF STRUCTURAL FILL. STRUCTURAL FILL SHALL 8£ NON-ORGANIC SOIL, PLACEO IN 8" MAX. LOOS£ LIFTS WITH EACH LIFT BEING COMPACTEO TO 95% OF THE MOO/F/ED PROCTOR MAXIMUM OENS/TY USING ASTM: 01557. NE/Gl!BORIIOOB BEblll&R~& COJ.L5C1leN-BtJXT/IV/J fNd;J:B.B.U.f-MAJl::B9X-INSTAL/::A-F~cRs DWG. No. 5-012) NO SCALE ----------·----. ---·----· -·-. -------- GRADING NOTES I. ALL WORK ANO MA TE.RIALS SHALL BE IN ACCORDANCE WITH THE LA TEST l((NG COUNTY STANDARDS AND SPECIF/CA T70NS. 2. PRIOR TO ANY CONSTRUCT70N ACTIVITY, THE CONTRACTOR SHALL SCHEOULE AND ATTEND A PRE-CONSTRUCT70N CONFERENCE WITH THE KING COUNTY CONSTRUCT/ON INSPECTION PERSONNEL BY PHONING (206} 296-6642 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE W!iENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OW/VER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RE.LA TEO PERMITS PRIOR TO ANY CONSTRUCT70N ACTIVITY. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOW!V HEREON HA VE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIOEREO APPROX/MA TE ONLY ANO NOT NECESSAR/L Y COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO /NDEPENDENTL Y VERIFY THE ACCURACY OF ALL UTILITY LOCA 1/0NS SHOW!V ANO TO FURTHER DISCOVER AND A VOID ANY OTHER UTILITIES NOT SHOW!V HEREON W!i/CH MAY BE AFFECTED BY THE /MPLEMENTAT70N OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUNO UTILITIES LOCA 1/0N SERVICE (l-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE OW/VER OR HIS REPRESENTATIVE ANO THE ENGINEER SHALL BE CONTACTED /MMEOIATELY IF CONFLICTS EXIST. 1. PER KING COUNTY CODE 9.04 SECTION 0, THE PERSON REOU/RED TO CONSTRUCT THE FACILITY PURSUANT TO SECTION 9.04 SHALL MAINTAIN A LIABILITY POLICY IN THE AMOUNT OF ONE HUNDRED THOUSAND DOLLARS ($100,000) PER /NO/VIOUAL, THREE HUNDREO THOUSAND DOLLARS ($300,000} PER OCCURRENCE AND FIFTY THOUSANO DOLLARS ($50,000} PROPERTY DAMAGE W!ilCH SHALL NAME KING COUNTY AS AN ADDf7/0NAL INSURED ANO W!i/CH SHALL PROTECT KING COUNTY FROM ANY LIABILITY UP TO THOSE AMOUNTS FOR ANY ACCIDENT, NEGLIGENCE, FAILURE OF THE FACILITY, OR ANY OTHER LIABILITY W!iA TSOEVER RELATING TO THE CONSTRUCTION OR MAINTENANCE OF THE FACILITY. PROOF OF SA/0 LIABILITY POLICY SHALL BE PRO VIDEO TO THE DEVELOPMENT INSPECTION SECTION, 155 MONROE A VENUE N.£, RENTON, WA 98055 (206-255-25.J! OR OPERATOR-ASSISTED ZENITH 5050, TOLL FREE} PRIOR TO SETTING UP A PRE-CONSTRUCTION MEETING, PROVIDED THAT IN THE CASE OF FAC/Lf7/ES ASSUMED BY KING COUNTY FOR MAINTENANCE PURSUANT TO SECTION 20.50.110 SAID LIABILITY POLICY SHALL BE TERM/NA TED W!iEN SA/0 COUNTY MAINTENANCE RESPONSIBILITY COMMENCES. 8. PLANS SHOWING ALL UNDERGROUND U1/LIT7ES MUST BE PROVIDED TO THE KCODES SECTION, (206-296-6642 OR OPERATOR ASSISTED ZENITH 5050, TOLL FREE}. PLANS FOR WATERMA/N ANO SANITARY SEWER CONSTRUCTION MUST BE PROVIDED PRIOR TO THE INSTALLATION OF ROAD BASE COURSE MATERIALS. SAID PLANS SHALL DETAIL THE MEASURES THAT WILL BE TAKEN TO PREVENT SOIL EROSION ANO SEDIMENTATION. 9. LOCA 1/0NS OF ROADWA Y.s; BUILDINGS ANO PARKING AREAS SHOW!V HEREON ARE APPROX/MA TE. FOR DIMENSIONED LOCA TlONS OF THESE IMPROVEMENTS, REFER TO THE ARCHITECTURAL SITE PLAN. IMPROVEMENT ANO STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE ENGINEER AS REOUIREO. 10. THE FACILITIES SHOW!V ON THE APPROVED EROS/ON/SEDIMENTATION CONTROL PLANS SHALL BE CONSTRUCTEO/IMPLEMENTED PRIOR TO ANY EXTENSIVE GRAO/NG OR LANO CLEARING IN ACCOROANCE WITH THAT PLAN. THESE FACILITIES MUST BE SA T7SFACTOR/LY MAINTAINED UNTIL CONSTRUCTION ANO LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ONS/TE EROSION HAS PASSED. II. GRADING INTO AREAS OUTSIDE OF THIS PROPERTY IS SUBJECT TO THE WRITTEN CONSENT OF ADJOINING PROPERTY OW!VERS. FAILURE TO OBTAIN SUCH CONSENT MAY REQUIRE A00/1/0NAL ROCKERY OR OTHER SUITABLE SOIL STAB/LIZA 1/0N SUCH THAT ALL GRAO/NG OCCURS WITHIN THE PROJECT'S BOUNDARIES. THE CONTRACTOR SHALL VERIFY THE STATUS OF THE ADJOINING PROPERTY OW!VER's CONSENT BY CONTACTING THE DEVELOPER PRIOR TO PERFORMING WORK OUTSIDE OF PROJECT BOUNDARIES. 12 KING COUNTY CODE 1288 REQUIRES THAT CONSTRUCTION NOISE OCCUR ONLY BETWEEN 7 A.M. ANO 10 PM. ON WEEKOA YS ANO 9 A.M. ANO IO P.M. ON WEEKENDS. 13. GRAOES SHOW!V ON /HIS PLAN REPRESENT THE ENG/NEE.R's ESTIMATE OF APPROXIMATE MINIMUM EARTHWORK ANO OTHER GRADING/SOIL CDNSIOERAT70NS. THE CONTRACTOR MAY ALTER !1/E GRADES SHOW!V TD BETTER ACHIEVE THESE RESULTS PROV/0£0 THAT ANY ALTERATION IS SUBJECT TO THE PRIOR APPROVAL IN WRf7/NG BY THE ENGINEER, OW/VER, ANO !1/E APPROPR/A TE KING COUNTY OEPARTMENTS. 14. THE RECOMMENDAl/ONS PROV/OED IN THE SOILS REPORT(/ KE0/617A) PREPARED BY ASSOCIATED EARTH SCIENCES, DATED NOVEMBER 16; 2001, SHALL BE INCORPORATED HEREIN BY REFERENCE. W!iERE CONFLICTS BETWEEN THE SOILS REPORT RECOMMENDATIONS ANO THIS OE.SIGN APPEAR, THE ENGINEER SHALL BE CONTACTED FOR RESOLUl/ON. 15. NO FINAL GRADE CUT OR EMBANKMENT SLOPE SHALL EXCEED 2· I (HOR/Z· VERT) WITHOUT STAB/LIZA 1/0N BY ROCKERY (NOT TO EXCEED 8') OR BY RETAINING WALL, UNLESS SPECIFICALLY AUt1/0R/ZED BY A LICENSED SOILS ENGINEER AND APPROVED BY KING COUNTY. ALL ROCKER/ES OVER 4 FEET HIGH ANO ALL RETAINING WALLS OUTSIDE OF KING COUNTY RIGHT-OF-WAY WILL REQUIRE A SEPARATE BUILDING PERMIT. 16. ALL ROCKER/ES CONSTRUCTED ON THIS PROJECi SHALL CONFORM TO KING COUNTY STANDARD PLANS. 11. ALL SURPLUS OR UNSUITABLE MATERIALS CLEARED OR EXCAVATED AND REMOVED FROM THE SITE SHALL BE 0/SPOSEO OF IN AN APPROVED FILL SITE. PRIOR TO BEGINNING HAULING, CONTACT THE GRADING SECTION OF K1NG COUNTY 0.D.£S. AT 344-1935 TO IDENTIFY THE PROPOSED FILL SITE. IT WILL BE THE PERM/TTEE's RESPONSIBILITY TO LOCATE AN ACCEPTABLE 0/SPOSAL SITE AND TO ASSURE THAT ALL SURPLUS MATER/AL IS PROPERLY DEPOSITED IN SAM£ 18. ALL EARTHWORK UNDtR PAVING TO Bt UStD BY VEHICULAR TRAfflC SHALL Bt COMPACTED TO AT LEAST 95% OF TIit MAXIMUM ORY DtNSITY PER A.S. T.M. 0-L557-78 (MOO/FftO PROCTOR). 19. UNLtSS OTHtRWISt NOTED, ALL SPOT ELtVA TIONS SHOW!V IN PAVED ARtAS ARt TOP OF PAVING. 20. ALL PARKING, DR/VtWAY ANO LANDSCAPED ARt4S SHALL HAVE AT LEAST A 1.0% SLOPE TOWARD THE NtAREST STORM DRAINAGE /NTERCEPTION/CONVEYANCt SYSTEM. PLAN OtTA/LS OR FIELD MOO/FICA TIONS SHALL NOT SUPERSEDE THIS RtOUIREMtNT. 21. EXTRUDED CEMENT CONCRtTE CURBING, W!iERE SPECIFIED, SHALL BE CONSTRUCTEO IN ACCORDANCE WITH KING COUNTY STANDAROS ANO OE.TAILS OR OtTA/LS SHOW!V ON THtSE PLANS. 22 ANY AREA W!i/CH HAS BEEN STR/PPtO OF VEGETATION ANO W!itRt NO FURTHtR WORK IS ANl/CIPATED FOR A PERIOD OF .JO OAYS OR MORE SHALL BE IMMEDIATELY STAB/LIZtO WITH MULCHING, GRASS SEEOING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THt l/ME OF "fEAR IN QUESl/ON. GRASS SEEO/NG ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE SEEOING MAY PROCEED W!iENEVER IT IS IN TIit INTEREST OF THE PERM/TT££, BUT MUST Bt AUGMENTEO WITH MULCHING, NtTTING, OR OTHER KING COUNTY-APPROVEO TREATMtNT. STRAW MUCH SHALL CONSIST OF A MINIMUM THICKNESS OF TWO INCHES SPRtAO EVENLY OVtR TIit SURFACE TO BE PROTECTED. NE.Tl/NG MAY BE REQUIRED TO HOLD MULCH IN PLACE ON STEEP SLOPES. GRASS SttD/NG SHALL BE ACCOMPLISHED THROUGH TIit USE OF A KING COUNTY-APPROVED HYOROSEEOER ANO SEEO MIXTURE OR THROUGH PLACEMENT OF AN ACCEPTABLE SOD. 23. MAJOR tXPOSEO, GRADED SLOPES SHALL BE PROTECTEO BY CLEAR PLASTIC SHEETING OR SIMILAR APPROVED METHOD UNTIL SUCH 1/Mt AS THE VEGETA l/VE COVER HAS BEEN ESTABLISHEO SUFFICIENTLY TO INHIBIT EROSION. 24. ANY OPEN CUTS OF tX/STING PUBLIC ROADWA Y5 SHALL BE BACKF/LLEO ANO COMPACTED IN ACCORDANCE WITH KING COUNTY STANDARDS. ALL CUTS INTO EX/Sl/NG ASPHALT SHALL BE ALONG NEAT, CONllNUOUS, SAWED LINES. A TEMPORARY COLO MIX PATCH SHALL BE PLACED IMMEDIATELY AFTER BACKFILL ANO COMPACTION. TIit tX/Sl/NG SURFACING MUST BE REPLACED IN KIND (OR 4 /NCHtS OF COMPACTED CLASS "B" ASPHALT CONCRETE, W!i/CHEVtR IS CREA TER) WITHIN .JO OA Y5 OF TEMPORARY PATCHING. TIit CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT-OF-WAY PERMIT--SPECIF/CALLY, ALLOWABLE WORKING HOURS, DETOUR ANO WARNING SIGNS, ANO NOT/FICAl/ON OF ROAD ALTERAl/ONS TO THE POLICE ANO/OR OTHER EMERGtNCY SERVICES. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADE.QUA TE SAFEGUARDS, SAFETY DEVICES, PROTECl/VE EQUIPMENT, FLAGGE.RS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HtALTH, AND SAFtTY OF THE PUBLIC, AND TO PROTECT PROPtRTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELEO RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONt FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL StCT70NS OF THt W.S.D.0. T. STANOARO SPECIF/CA l/ONS 1-01.23 -TRAFFIC CONTROL SHALL APPLY. 26. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL l/MES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR KING COUNTY APPROVAL. 21. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE RELOCATION OR REMOVAL OF EX/Sl7NG UTILITY POLES, STREET LIGHTS, TRAFFIC SIGNALS, ETC. BY CONTACT7NG THE APPROPR/A TE UTILITY COMPANIES. REFER TO THE PLANS FOR SPECIFICS. 28. /SSUANCt OF THIS BUILDING PtRM/T BY KING COUNTY DOES NOT RELIEVE THE OW/VER OF THIS CONTINUING LEGAL OBLIGAl/ON AND/OR LIABILITY CONNECTED WITH STORM ANO SURFACE WA/TR 0/SPOS/l/ON AND FURTHER, KING COUNTY 00£5 NOT ACCEPT ANY OBLIGATION FOR THE PROPtR FUNCTION/NG ANO MAINTENANCE OF THE SYSTEM PROVIDED. KING COUNTY D.D.E.S. Rfl1EW ENGINEER COI./PlETION DA 1£ SENIOR ENGINEER COMPLETION DA TE JAMES H. SANDERS, PE. APPROVAL OA 1£ DEVELOPMENT ENGINEER COMMENTS: -· ·-. _ __j_ (,'.) "" z '() "' -ts ~ >- C C "' LJJ -"' ti: "' > (). o,j t "' "' 0 " a a ' ::i 0:: -0, ~ V) -~ -a' a ~ (). "' "' :s ~ z (,'.) -ru"' lf) -~ "' z " • °' " "' "' -. "' z "' "' :z: <,: _, 0.. (,'.) :z: "' LJJ LJJ z -(,'.) :z: LJJ l.cj l.cj ci.: ci.: l.cj ci.: vi ;::· [l'. 2 <' w ~ CJ >-. 2 <( CJ z ~ ~ (l >-. <( (l 2 'st- c:i 2 l.cj r c:i Ci:: 0 ~ ~ l.cj w c::i -, 0 0 ~ ~ [l'. I.( 0 Q_ ~ 0 w 2§ w > z z 0 w CJ s Q' f-(j) <( [L <( w Q' [L 0 0 0 <( SHEET OF C3.31 11 PROJECT NUMBER 04037 ,I\ 0 ' ,I\ ' ~ LUA--o 8-f 4o .. •. '. \ CB tO T'fPE II, 48'¢ LOCATE AT o/2, 34.79' R (CTR CRT) 33.89' R (CTR STR) CB 9 [YPE I !: STA. 3+58, 12.21' 'RT: CB 11 TYPE I LOCATE AS SHOWN AT p(;i' IO'R SEE SECTTON C--,C ON Sli/E1 C3.0/ FOR TYP. 'fJj LOC.~ ·. ·. \- . ' '"' ---' "-! ,,-,. \,,; ' \ -~ : .. ~;~;$6:2 <O ·. N \' ,w \ p \ 12 11 p; \ 81tt' ..._,_~-&=-·. z ' ~ . CB __,_,13,e:,,__ _ _.-- T'fPE II, 48'¢ LOCAIF CRATE AS SHOWN, SEE SECTTON C-C fJN,SHT. C3. 01 FOR TYP. CB L QC) ·X y ,-~---··=i--'"t--j: ...... -,-----')-(--- Lj J-1 \···'] ' -, .. f(} I I 1 I ' I ) i I IF 0'15'17" I I . , •. 22 • h - Y. r / 22 2.25' SE .1./4, SEC. .1.4, TWP. 23 N., RGE 5 £, W.M T'fPE II, 48' ¢ STA. 3+58, /2.21' LT. {CTR. CRT.) . 73.11.' LT. (CTR. STR.) / CB 5 T'fPE I , STA • .1+58,; 12.21' RT. .r 4 rwc, );-\!,'e -, E-·--r:: - ~---_.:: .. : /:, -··,1 .. )( 2 . / • '1 ~•· I 11 I .I ;· I SIDEWALK ESM'T. /' BEHIND s/w ·-. CB 7 T'fP£ I LOCATE AT L!./4, 34.79' R ,, L CB 6 T'fP£ I LOCATE AT L!./4, 34.79' R ·caJ T'fPE II, 54'¢ CONTROL STRUCTURE 5££ DETAIL SHT. C4.31 N88'07'31 'W 623.73. ' ,, ' ' <; .. 48LF /2' CPEP @ 0.0115 ,~--LENGTH (SEE TABLE) ---, --t' WIDTH CB 12 T'fPE II, 48'¢ L~CATE AS SHOWN,40.21' RT (CTR CRT) i 41. //' RT (CTR STR) CB 1:4 T'fPE I , LOCATE GRATE AS SHOWN SEE SECTION C-C ON SHEET C3.0/ FO(? T'fP. CB LOC. l (SET TABLEti.>-<N/-t"t 0 THICKNESS {SEE TABLE} T'fPE (SEE TABLE) PLAN DISCHARGE VELOCITY AT DESIGN FLOW (FPS) ................ ,.,.,,,.,,,,,,,,,,,,,, CREA TER LESS THAN OUTFALL RIP-RAP DETAIL NO SCALE ROCK PROTECTION AT OUTFALLS REQUIRED PROTECTION MINIMUM DIMENSIONS ELEVATION THAN OR EQUAL TO · T'fPE · THICKNESS WIO TH LENG TH 0 5 10 5 10 20 'ROCK LINING (!} I FOOT RIPRAP (2) 2 FEET CAB/ON OUTFALL AS REQUIRED ENGINEERED ENERGY DISSIPATER REQUIRED DIAMETER +6 FEET DIAMETER +6 FEET OR 3x DIAMETER, WHICHEVER IS GREATER AS REQUIRED (I) ROCK LINING SHALL BE QUARRY SPALLS WITH GRAOA TTON AS FOLLOWS: PASSING 8-/NCH SQUARE SIEVE: 100% PASSING 3-INCH SQUARE SIEVE: 40 TO 60% MAXIMUM PASSING 3/4"-/NCH SQUARE SIEVE: 0 TO 10% MAXIMUM (2) RIPRAP SHALL BE REASONABLY WELL GRAOEO WITH GRAOA TTON AS FOLLOWS: MAXIMUM STONE SIZE: 24 INCHES {NOMINAL DIAMETER) MEO/AN STONE SIZE: 16 INCHES MINIMUM STONE SIZE: 4 INCHES 8 FEET OR 4x DIAMETER, WHICHEVER IS GREATER 12 FEET OR 4x DIAMETER, WHICHEVER IS GREATER AS REQUIRED NOTE: RIPRAP SIZING GOVERNED BY S/0£ SLOPES ON OUTZET CHANNEL IS ASSUMED TO 8£ APPROX/MA TEL Y 3.· I. HEIGHT CROWN+ I FOOT CROWN+ I FOOT CROWN+ I FOOT CB 15 T'fPE I, LOCATE AS SHOW SEE SECTTON C-C ON SHEET C3.0/ FOR TYP. CB LOC. If/TAKE 4A RIPRAP OUTFALL SEE DETAIL THIS SHEET INTAKE 15A ...... RIPRAP OUTFALL SEE DETAIL THIS SHEET INTAKE 3A /2" IE 445.00 CB 2 T'fPE I STA. 0+30, 15.25' LT. RIM 449,21 12· /£ 446.57 12LF /2" 0.1. @0.0100 PROPOSED CB (CB /B EVENOELL) T'fPE II, 48'// RIM 449.91 24' /£ 445.45 NEW /2' /£ 446. 45 NOTE: ALL GRATES ALONG ROLLED CURB SHALL BE ROLLED CURB FRAME AND GRATE UNLESS OTHERWISE SPECIFIED. STORM DRAINAGE NOTES: I. 2. 3. 4. 5. 6, 7. 8. PROOF OF LIABILITY INSURANCE SHALL BE SUBM!fTEO TO ODES PRIOR TO THE PRECONSTRUCTTON M££TTNG (KCC 9.04./00.0}. ALL PIP£ ANO APPURTENANCES SHALL 8£ LA/0 ON A PROPERLY PREPARED FOUNOATTON IN ACCORDANCE WITH WSOOT 7-023(1}. THIS SHALL NCLUDE LEVELING ANO COMPACTlNC THE TRENCH BOTTOM, THE TOP OF TH£ FOUNOATlON MATERIAL, ANO ANY R£0UIR£0 PIP£ 8£00/NG, TO A UNIFORM GRADE SO THAT THE ENTTRE PIPE IS SUPPORTED BY A UNIFORMLY DENS£ UNYIELDING BAS£. STEEL PIPE SHALL 8£ GALVANIZED ANO HAVE ASPHALT TREATMENT// OR BETTER INS/OE ANO OUTS/0£ (KCRS 7.03}. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS ANO MANHOLES, NOT LOCA TEO WITHIN A TRA VELEO ROAOWA Y OR SIDEWALK, SHALL HA VE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTTON FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05}. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020ANO SHALL INCLUDE 'OUTFALL TO STREAM, DUMP NO POLLUTANTS' ANO "?ROPERTY OF KING COUNTr" (KCRS 7.05}. ALL DRIVEWAY CUL VER TS LOCA TEO WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE SUFFICIENT LENGTH TO PROV/0£ A MINIMUM 3.· I SLOP£ FROM TH£ EOG£ OF THE ORIVEWA Y TO THE BOTTOM OF THE DITCH. CUL VER TS SHALL HA VE BEVELED AND SECTTONS TO MATCH THE SIDE SLOPE (KCRS 7.03(L), DRAWING NO, 2-001}. ROCK FOR EROSION PROTECTTON OF ROAOWA YS DITCHES, WHERE REOU/RED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF I FOOT, ANO MUST MEET TH£ FOLLOWING SPECIFICATTONS.· 4"-8"/40%-70% PASSING; 2'-4" ROCK/30%-40% PASSING,· ANO -2" PASSING,· ANO -2" ROCK/10%-20% PASSING. INSTALLATTON SHALL BE IN ACCORDANCE WITH KCRS 7.02(8) DRAWING NUMBER 2-024. ORA/NACE OUTZETS (STUB-OUTS} SHALL 8£ PROV/OED FOR EACH INO/VIOUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFIL TRA TTON BY KING COUNTY. STUB-OUTS SHALL CONFORM TO TH£ FOLLOWING.· A) EACH OUTLET SHALL BE SUITABLY LOCATED AT TH£ LOWEST ELEVA TTON ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS ANO FOOTTNC ORA/NS, ORIVEWA Y.S; YARD ORA/NS, AND ANY OTHER SURFACE OR SUBSURFACE ORA/NS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED US£. EACH OUTZET SHALL HA VE FREE-FLOWING, POSITTVE ORA/NAG£ TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCA TTON. B} OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2"x 4• STAKE MARKED "STORM' OR "oRAIN'. TH£ STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, ANO 8£ SECURED TO THE STAKE. C) PIPE MATERIAL SHALL CONFORM TO UNOERORA/N SPECIFICATTONS DESCRIBED IN KCRS 7.04 ANO, IF NON-METALLIC, TH£ PIP£ SHALL CONTAIN WIRE OR OTHER ACCEPTABLE OETECTTON. 0) DRAINAGE EASEMENTS AR£ REQUIRED FOR ORA/NACE SYSTEMS 0£S/CNEO TO CONVEY FLOWS lHROUCH /NOIVIOUAL LOTS E} TH£ APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COOROINATlNC TH£ LOCATTONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO TH£ UTlLITTES {E.G. POWER, GAS. TELEPHONE, TELEVISION}. f) ALL /NOIVIOUAL STUB-OUTS SHALL BE PR/VA TELY OWNED ANO MAINTAINED BY THE LOT HOMEOWNER. /8" MIN. ~ • ' . A • ' , . ' ·~ A ~· TRENCH CROSS-SECTlON SLOPE FIL TER FABRIC 4 • PERF. PIPE 1-1/2'-3/4" WASHED ROCK TO ROAD ORA/NAG£ SYSTEM 2' X /0' LEVEL TRENCH WITH SCALE: 1" -50' PERFORATED PIP£ PLAN VIEW OF ROOF PERFORATED STUB-OUT CONNECTION NO SCALE FINISHED GRADE~ ·~~~ ' g '(~,, ,;;~ ~0;-~ 1 ' I B"x a"x 1/4" \!,."" h STEEL PLATE ~45'BEND WITH PLUG WYE CLEANOUT DETAIL NO SCALE 0 25 50 100 BASIS OF BEARINGS N00'28'54'E BETWEEN MONUMENTS FOUND IN PLACE AT THE SOUTH QUARTER CORNER ANO CENTER OF SECTTON 14-23-5 PER HIGHLAND £STATES, ACCORDING TO PLAT RECORDED IN VOL. 212, PCS. 10-13, IN KING COUNTY, WASHINGTON. DATUM NA~ 88 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE DISC IN THE INT. 5.£. 128TH ST. & 156TH A J.f. S.£. (CITY OF RENTON PT/ 2103} £LEV= 547.94 (167.013 METERS) 3" BRASS SURFACE DISC IN THE INT. N.£. 4TH ST. (S.£ 128TH ST. ) & 148TH A J.f. 5.£ (CITY OF RENTON PT/ 1852) ELEV= 454.77 (138.614 METERS) NOT£: CONTOUR, BOUNDARY, ANO TOPOGRAPHIC INFORMATION SHOWN HEREON PROV/OED BY ORYCO SURVEYING INC. BOUNOAR Y VERIFIED BY CORE DESIGN INC. KING COUNTY D.D.E.S. Rfl1EW ENGINEER CO/olPLEIION OA 1£ SENIOR ENGINEER CO/olPLEIION OA TE JAMES H. SANDERS, P.£. APPROVAL OAT£ OEVELOPMENT ENGINEER COM/IEN TS: _ ___J ______ _ l'.l "' z '() "' -to, " ).. -<i C C "' lJJ -"' 'II: ~ <i > •' " "" C e " 0 .E ' :::i a: 0, ~ V) ,s i, "" °' ~ ~ " ~ ~ Cl)' Lt) l'.l -" "' z " . "' " :::: t.ci -. " z "' " z <( _, "- l'.l z "" lJJ lJJ z l'.l z lJJ LJ LJ Q Q LJ Q Yl' <' O'. 2 ~ w i:§ CJ >... 2 <t Cl (J z 8§ ~ >... <t (J 2 "I- 8 2 LJ f-- Cl:: u "l ~ LJ w c.:i 'O ~ 0 ~ ~ O'. I.( 0 Q_ ~ 0 w 2§ w > z z 0 uJ C) s O'. f-(!) <( [L <( w [l;' [L 0 0 0 <( SHEET OF ,C4.0:l. .1..1. PROJECT NUMBER 04037 in () ' in ' '< LUA-o0-[4o J=\2004\04037\Engr\04037C421.dwg, 4/5/05 2:41 :38 PM, sdm -~ ~ ~ ..,.._ "~ ~. ~VJ -u :,,;: ~ ('""-. r---r---~- c'.l c'.l ::fl -~·· 11::} I :~:: "'~ ~· ~ ~§;;;: ~ i'5 ~ "' j"l '" S! ;i: i 52 >l~ ~t'i 'liPi :0 !"1 ~ ?] l;i ~ ti] ~ e; ~ ,ii z "' c;, ~ ~ n 1i1 0 sl 51 c::: 'li z "" o-< i::, b trj u., ~ ~ ~ ;i;; ..., ~ ~ ,t . CJ-i CB14 TYPE! RIM 456.52. . U~Jf 45J,Z2. CB J.J / TYPE. Ji, . 48,"¢ : RIM 458.96 . 72" IE 451.55 CB12 TYPE II, 48 "¢ RIM459,85 • 12" IE 451.42 ~ c::::i .i§) I· ·,:; ~/· <Ji ~·· ·<" -,,, . ;;:; ' D ;;\j .1:L .. ~ CJ-i ~ \ ~ ~ . ·Ii!) "' . .....l~. i:i -,,, . <ill ~. ~ t; ... i;:5 .......... <Ji "' ' ~ ·~· " -<Ji "'· ' .,, • tl1 '"ti ~ ~ ~ l~ ~ ~ .CBI! . TYPE! RIM 46,J,2.8 72" IE 459.78 ~ ~ ~ ~ c::::i ~ ·~ ~ .~ \'.:)) .9) ~ CJ-i • c:::, . c.ii .,, ·/· ~ STA. 5+13 . ft -" --' ---. ' ---, )' r ------""~ --• • '#' '"'1··· . v . r;c,-o~s ANGLE' PT. EL 462.56 , --_ _ _ .-----,-""""CB 10 • ~· i ----t;;a;:; . 11 .~«=r=/=· =3 r:;="'ti= =· ========c:JI I ~1·· s:;;·· /~······.···· .···• .~ ·., .. 'b···· ~ . . . ' ?5 -,,, I·. ·. ·. . . . . . ·S::, .. [>i. .~ :~· . ·~ .. ·~ ' j . ~' . ~ D ~ ell . . .C'j . ·~ ~ . ).J Vi ··~·· ·: ·1 ·······~· ··.~ . • . . . , I /"D ·1ot · · , • 1 · 1 \\ · . · · • • · · vu . . 1 . • • T-_______ J ··~· '::;::;;.. c::::i. CB/5 TYPE/ RIM 456.97 12"1£ 453.60 OUTFALL ' 15A . ).?' !£ 445. 00 ···'t··· . c.,,· ····~······· c::::i \ .. ··~·········· CJ-i I, I I !~ c:::, JJ) ... l'1'I . ~. ~· <.o. ··~··········'-4········ ::r.; ~. ~· =tj ..• ~·· ---t .. ~ 0) <::). ~ ......... ··~ ~··· ··~··· ~···· -.._ .... Is:> I .~ ~ ' -~ CB 9 • . . 1 I~ . . • I · ~ T .. >P.. 'E .... I.. ·. /.· .... ... ..... : .... /.····./ ~\.·· ·.····. . 1 ,_..······ '- "Ii '-- JIJ. :l~ffi.os · • • • · · · · • · % "' '# ~ CB8 TYPE!!, 48."¢ • . R!M459:53 12" IE 455.55 (N) 12· ./£ 450.51 (£ Jtl ··OUTFALL' 4A 18 IE 445.00 • .CB4 l)J'E'jl, 48"p · RIM 455.85 1;1'/£451.S7{N) . 12.'!E .447.51 {E,W) 18' IE 441.01 ·.(s. V. . . . ' .. CB~5 -:::,.:. i:::r:.· ·@~ -,,, .... -· ·, "' . ,. ... ll ~ ~ -., . , /:;;. ' + '.i? ·~· Ii!) ,o:, I . Ii!) I\, " ~ i:;; ~ :;;. -,,· . "' ···~········;;;· . ·N t = ·I~· t;:; _R_; ' 1:15 D ... :'ti· "' c;J = " -. ". ·., . "' -"' . ' .. ,:, . tl1 'ti '/ ,I- f J . . · .STA ... 2.+98..98 .. · !NT'X. TRACT 'C' EL 458.71 EVCS.· 1+75 EVCE 456.48 BVCS.' 1+25 . BVCE: 454.83 'i:, 'i:, :,;; :,;; p:i "' Y) g: ~ ~ ~ ··" .. · ., ...... , Ii . c'§ ll I ~I ~ ~=~ CJ) ~ i-. "' ~ c:, '(YPFI .. RIM 455.85 12.' IE 4,52. J5 ~~ 31 ~ "" ], q:J . '<l> • ' f: EVCS.-0+75 i--,.;. r-.:. "' " ·"t:, ~~ "' 'i:, 25 'i:, B ~ (§) EVCE . 452 43 . CB7 . ~. ~-~-~ . t;:. I I D, .:,;; .:,:: ~ :a; . ,,, . hi "' .... .... :i:l <::S, '< ~ vi !:>1 ~ STA, 0+50 . ~· 11 . 1, ··~· ~ .l9 . EL ,451.66. TYPE I "=" . BVCS.· 0+25 . RIM 45.1.27 12" IE 448.27 %~~ s:, J:('j; ··_;:-.. \6 • BVCE· 451.73 -..... CB6. !. 1 .... C':) ........... ,.,. ~ ~ \ STk 0+11c5±• TYPE! .RIM 451.27 12.'!E .448.12.. ' \ . L ... ,."?/"':t.,,,;-1·1_,,;-··-n .,.. ... ; :' 1··.1'--r-·1.·1 / ·\ .!fr .. ·Jl"-'1 ,-,.-...r--,: i It 1 _·,..../_l:: ' , '-"., ,.,,, .,.,.-,; .... __ , ... -' -J ·' i .• -•(. .... =-· /E/f)',j!Jfli -OUlFALL ···1sr ·-········-·····-··-!'.'%) ;J, \' ----·1 \ :it"/£. 414)16.. . . "' ·;:~1 \. \ c:::,· . \ l ;~"''' ! \ .. ,.~ ,-,,.."),.,:(.. .!.. . . .. · · . i . : ·53.\ \ \ ·. _,-~r1/·Yf"/ Y•·s,j·-···,·~ .,.."\'"·,.· :._;_;: l· \ j.J;.,-'.1.,f-.,f",}. ,,./: /.}·,~'' .::;, \ , : \ <,./r <.i/c. c __ L,/ "-./f..j · ! · ~: ./FVBV!JtU: CB !B) / '..,.V~/· . 'i A ,!;st-',,,-. . ./ 1/:f, .•. !,,. -tt..;' w ···P'"'Kf, 4"-"f'<"CJ'i··· .' ,i.W . _-t·~1 .. ~:, ·24·"-!E ·4-4/J,4!5 CB 2,· TYPE I· RIM 449.27 · 12.'(f.' 146.57 . .\.. '.\. ! . . \ \ .\ . \ \. \ \ -' "; . ~: \ \ ....., \. \ \ ;;:; ··:y ... \ I . . ~ s \~. \ \;, \ \ ':,,>.!. . !'£. ~· ·! h;. \' . ·\ . \·l'-s.~ ~ '· . \-s{, . c.) \ \~ \" \ . \.! : \ \ ' .... ~ \ !\~ EX. EDGE OF PAVEMENT EL 452~0±. t,.i.. cs ·v"5 _,, "" ::.-; i~ ·"'-.:<' iS ;"o, ::t:~ :..;. ·:;;_r < ("') ;<:) -~> ~ !\• t\~ :\ \ \'."" \ / \' ' / .. \. \ / I \ ( KS.":, \ '\ ' ' \ 1 \ \. \ ....... . . \ \ . . . ~. ;.,[ . ~-1-2,~~:.:_c .... ., ~ ';: I[ Ii ;;;, ! STA; 0+30 f-; gi ~ "' ~ EL •451.65 ~ "' ~ . t,. "' ~ ~ ~-~ --.....: .Q:i ·I I · r.-- . !=:) A <,· iS ~~. G") ~ ::C:········ ~· ~· l'tj ·. -.... 0. ······."···/·).,'·'.(,.~LI) ! _.,l-"( ·--·--. --··-L..-···:··\.···,.·-·-·.-··-,···-;;··~---,~-~_: .. \.: ... f/; ' :.Jr ,-1.,.,,. '--. ·-=· . \ \ ~1·.-,~······················ (························•···•···•·······•···•·······•···········•·······•···•1················· ';'iy;Ji!JELL CB ! ) . . \ \ . . . . .\'c1,1h-;.. i: 7y'p . \ \ I ,h. "' ' · , , c,i-11Jo/}2,; \ \ \~ ······;<·········· .. ·······.····.\\ ........ \ (n.· tri. ,.~, , .. , . /·'i'·~~y··~·',"("'"'i"r'"<"') ·;.,•q··~ /,.1f,/r)/-··' ( r ",/-/ ' / /=:· '·'·' \..__..{_ <,/;../l ..•.. ,~/.. ~..-'.!. .. .,-.' '. ·({vn/!iit.L Cr..9 .1:4) --· - l~-:vnf t' 4· ,;,".'7f 111; qp;;,t' 1 , 1 !'.i-... e/';J") Jf"', ... -", o r, -/\/ · v,r.,.:l ·,...r1'--''-Jvr IO!? .F.f..FV 4.6/ .. C 24·" 4:58. O . . . . . . . . \• . ' ' ; .... '\ ~ : : ' ' ' . . . \ \ :!"'!::ti \ ·,\·!;-...') S:S'.=:6 \ \~;:::, '<is'.::, \ \i!'! -~ ,: ~-, ~~ \ '''·\···· '::t.: :,u . \''-' ~-·~ \ \µ.1, ' \ \ \ ~V) \. \'; \· .• I ;::::i \ . \ p~, : It)~ \: hy ~"'• \ \,:,, .\ ~ ~ \\ \........ . N l'..:t'j : • \ ~-;:::;. . r-. 61" \" \ ',',,) ,., ·····~ . \'fi. . \ . . \ \ \ -..... t ...... : .,.. . \. \-. ' \ ,, "" '. \ ... \ . . \ 0 ~~ ~ ···\ ········\·'.· ....... \ s~. :;:i ~-. \ \ ~ L_j • i\: \ .. )c':c, . '\ \ . . . ' '' \ \ \· ' ·-. -----.. --•-----"-----c:~:~-. :::_ ····-v, ···-\ \ :::::i '.!~· C\ ·->:i '-."":)' G·· ' f!",. I I</ ~, ~, I · · ' · . ~ "I"! "I • \ •.. ::£°> . . D.D.E.S. FILE NO. L03POO'J..5 . . . 1 1 ~ ~ ~ .~ .~ ·~ ~ ~ .~ ~ ~ ~ .~ ~ ~ ~ .~ ~ !~ ~ c:::, c::::i 1 1 1 1 _ I -~ ~o,r .. ._ [NO~J REVISIONS 1 J2A TE I ·' I~ I C JUNE 2004 ROAD & STORM DR4/NAGE PROFILES ~ I ..97:,?.:·~,·w..: •• ,{·-~ I REV/SEO PER COUNTY COMMENTS I 1/20/05 I\.~ 11 •11 J~ ~~,~~~~OOKS, P.£ NICHOLS PLACE CiORE 14711NE29t~Place,#101 1.11/;f:~ ~~12 I REVISEOPERCOUNTYCOMMENlS I 4/5/05 Bellevue, Washington 98007 SB/ DEVELOP/NG? LLC. l--/DESIGN 425.885.7877 Fax425.885.7963 P.O. BOX 73790 ~ FEDERAL WAY, WASHINGTON 98373 ENGINEERING · C"I I" I DA TE " lJ :0 :i:li. 0 Cl I DESIGNED c::::::, ~ ~ Cl~- ,t:,,, () -, DRAVVI~ r. tVl IUIV/-1 ~; APPROVED D. E. CA YTON, P.E. "-I ~ k ~I [IJ DA V/D E. CA YTON, P. E. "1 k :0 PROJECT MANAGER PLANNING· SURVEYING 6-12-0!j_ 4-S-OS --· ~ :t " ~ ~ k ..~ ~ :'t1 ~ ~ " ~ . !'ti u-. J'l ~ ~ ···-······-···· -·······---~---~ B LIVE STORAGE: REQUIRED: 54,419 CF PROVIDED: 55,031 CF . DEAD STORAGE: REQUIRED: 12,866 CF PROVIDED: 17,952 CF SCALE: 1" 20· DETENTION POND PLAN 0 10 20 40 I L:J .-, , t41{@&\:\,%\\'%,"VH:;; ;: IH:h:::n '.; ;; ;; %b.1TI'1'-Bkff: ::;:: 1\: :-!'!%:-:it;;; :-,.'.·_.\•/ ';~ -.. -~,//./· 2• ASPHALT SCALE: 1"=20' ~-·-· +--f MAX. DESIGNED W.S. ELEV.= 451.0 EMERGENCY SPILL WA~ ACCESS ROAD DETAIL NO SCALE GRASS SEED MIX OPTIONS SPECIES NAME CULTURAL INFORMATION MIX 1-WSU MIX 2-BARCLA Y MIX 3-IMAGINE DWARF PEIIENN/El RYE 'BARCLAY SPREADS LATERA/lY. UGHTER GREEN-YELLOW COi.OR. JO% 70X -- (LOI.II/I,/ PEIIENNE 'BARCZA r'.) BARC1.A Y PRDOIICES SHORT STOLON )/,/AC/NE' PEIIENNIAL RYE RYE HILL COW'R IN FALL FOR EROSION CONTROL, ----40% (L0/./1/1,/ PEIIENNE 1MACIN£') NEEDS FFRllLE SOIL CR SIISC£Pll8L£ TO DISEASE DWARF TALL !ESCUE HAS EXTENS/W: ROOT SYSTEM, CAN WITHSTAND 40% ---- (FFSTUCA ARIIND/NACEA SPP.} CROUGHT STRESS IF SOIL DEPTH sumctENT. CAN THIN OUT IN HINTER, MAY NEED DITTISEEDING RED CREEPING FESC/1£ LEA W'S LAY Ovl'R, DOESN'T UK£ MT AREAS. 25% 20% 4D% (FFSCIJTA RI/BRA} AURORA RED !ESCUE HARD FESCIIES DISEASE TOLERANT. SLENDER, --/OX -- (FESTUCA SP.} BL/I/SH GREEN. TOI.ERA TE S(}I,/£ SHAD£ 'WARHICK' HARD FFSC/1£ HARD FESCIIES DISEASE TOLERANT. SLENDER, ----2D% (FFSTUCA SP.} BL/I/SH GREEN. TOI.ERA TE S(II,/£ SHAD£ CDL0/1/AL BENTGRASS LANKY IF NDT 1,/DWED CLOSE TO GROii/iD. 5% ---- (ACRDSllS SP.) MDDERA m Y IIET TOI.El/ANT, LIKES f/JLL SUN. WHITE DUTCH CLOITT/ N/TRDCEN RXER, RlLS IN BEl'MEN CL/11,/PS DF NOT TD ---- ( TRIF0/./1/1,/ REPENS} OTHER GRASSES. RHY?Ol,/ATOUS. £)/C££D 5% CB 3 CONTROL STRUCT/JRE . SEE DETAIL, THIS SHE£/: SE 1,/4, SEC. :1.4, TWP. 23 N., RO£ 5 £, W.M. -- ii ,' STA !ION i ii ; i, • ,~ " . · .. ,., I I li_j : I <:' w :s: ~· 460 455 •/ 450 ~ r~ "-445 JsTALL im KING CO TY PERMANENT SURFACE WATFR CON t PONO SIGN IN A'CCORDANCf W/ F/GUR 5.3.1.D OF THE I 98 KING COUNTY WA R SURFACE SIGN M~NUAL. 440 l·: . ' 15' WfDE EM{l,?GENCY · SPILLWAY/ l,CCE:SS ROAO.' · SEE DETAIL TfllS SHEET. I '< .i · 15' WIDE DR/lJ;WA Y PER KCRS OWG. NU. 3-004. ,' z-AXED &2 'REMOVABLE: ·. BOLLARDS PER KCRS: q , DM2 NfJ. 5-013 CB;2 /oc!A fW>'\ <>S sko<"n ~ cl.;; e«.~•""'- /v:R "J>ave..,. 0-1;;,,.. ovt e1rt"-'/ da{kj_ t:;/f(o'!;, _...1--~' 10· 48" I.D. CB 12" DJ. 80" \ PROPOSED CB 1 (CB 18 EIVENDELL) SCALE: 1"=2' STAINLESS STEEL INFORMATION PLATE· ATTACH INFO. PLATF TO INSIDE OF CB 2 WHERE CLEARLY VISIBLE FROM CB RIM NICHOLS PLACE, LOJP00/5 DEVELOPER: SB/ DEVELOPING, LLC ENGINEER: CORE DESIGN, INC. CONTRACTOR: DA TE: JUNE 2004 MANUAL: KCS/',1JM 1998 RELEASE RA TES: 2r'R. -0.05 CFS IOYR. -0. 15 CFS IOOYR. -0. 46 CFS ORIFICE STRUCTURE· LOWER 1.09 IN. UPPER I. 90 IN. IE (OUT} 447.00 STA. 447.00 448.00 449.00 450.00 451.00 DISCHARGE (CFS) 0 0.03 0.05 0.08 0.17 OVERfIOW ELEV. 451.00 MAINTENANCE INTERVAL: /YR. vVL (C.F.) 0 10,407 22,073 35,070 49,472 --·------ TOP OF 455 450 445 440 435 ~ ........... ·:::5 ... '-'-> ~ ---- -------- _______ DESIGN_W.S.JL~ 451.0 _ .s7 ____ _ BOTTOM EL. 447.0 '·· ,' POND CROSS-SECTION A-A SCALE: HORIZONTAL: 1"=20' VERTICAL: I "=5' _______ DESIGN W.S. EL 451.0 _____ \/ ____ _ BOTTOM EL. 4420 /' SEDIMENT STORAGE POND CROSS-SECTIONB-8 SEE SECTION BELOW PLAN SCALE: HORIZONTAL: 1"=20' VERTICAL: 1"=5' GRATF (LID) EL= 453.50----P==~ F1-----=1-r • ~-RISER BRICK OR ADJUSTMENT RINGS AS REQUIRED. (TYP.) JAILHOUSE WEIR (3/4" ¢ SMOOTH BARS AT 4" O.C.) 54" UNIT 'R' ---~r.-4-~-r-.,---:;-,--.. -:.""'..-;;--.,., TOP SLAB 6" MIN. HEIGHT= 6" LENGTH = 3.03' (MIN.) (GROUT AROUND FRAME AS NEEDED) RISER EL 451.00 ------1~1--+-r-------"'l-"'""1---EL 451.00 (DESIGN W.S. ELEV.} 8" SHEAR GA Tc . _ __j..-}-·_:· :i---6" ELBOW, SEE DETAIL WfTH CONTROL ROD ,--,_vL THIS SHEET FOR CLEANOUT/DRAIN ' · ORIFICE DIA.=1.90" (ROD BENT AS REQUIRED ELEV. 449.90 • FOR VERTICAL ALIGNMENT WfTH COVER) SEE KCRS " STANDARD GAL V. C.B. DWG 2-026 LADDER STEPS. (TYP.) . . 6' BERM EL. 4520 REMOVABLE WATFRTIGHT COUPLING OR FLANGE 6"CMP -- REQ '/J ELEV. 6" MIN. I --- WELDED ELBOW __Jj MACHINE CUT OR DRILL OR/ACE IN END PLA Tc 6" MAX. ELBOW DETAIL NO SCALE t') z - t') z "' LJ.J LJ.J z -t') z LJ.J 12" FROM POND 12" TO PROPOSED CB (CB 18 EVENDELL) l.£=447.00 . MIN. .. MIN. 54" (I.D.) TYPE II C.B. ----• • . . .,,._._..,.,,-,...-.,---~----' ."'. ,l "' . ~-"' . . . ,i ... . "' SECTION NOTE: ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL OR COMPLETF CORROSION PROTFCTION MUST BE ASSURED. : ~GROUT AS REQ'/J 12x 12"x l2x 8" CMP CROSS SECURE OVERFLOW PIPE TO C.B. WfTH STAINLESS STFEL OR ALUMINUM METAL STRAP (TYP.) DRILL OR MACHINE CUT 1.09" HOLE IN RESTRICTOR END PLA Tc t' SECTION OF PIPE A TTACHEO BY CASKETED BAND TO ALLOW REMOVAL CB 3 {CONTROL STRUCTURE) SCALE: I "=2' KING COUNTY D.D.E.S. Rfl?EW £NC/NEER SENIOR £NC/NEER JAMES H. SANDERS, P.£ DHEl.OPMENT ENGINEER COl,/1,/ENTS: COl,/PlEllDN DA TE ltj ltj 0.: 0.: ltj 0.: YJ' < D:'. 2 <' w ~ (') )... 2 <( c:i z 8§ ~ u )... <( '<I-u 2 C) 2 ltj f- C) 0:: u C'\J ~ ltj w r::i -, ~ ~ 0 ~ D:'. ~ 0 D. ~ 0 w 2§ w > z z 0 w l'.) s C!'. f-(/) <1'. Cl. <1'. w O:'. Cl. C(}l,/PLEllDN DA TE 0 0 0 <c SHEET OF APPROVAL DATE C4.31 :J.1 PROJECT NUMBER 04037 LUA-o~-140 . '.. cl i -. . . . . . J / i ___ _; // ;\ I v :,., anci 1.,, ( Sf ORN\W;\11:R) l/\Nt?5CAPf Pl AN ~cr\1 >;:: / \.....-V 111 _no1 I ,:;_,.-/ ) I ,_ PLANf 5CrlE:t7ULE: Bet.fa ;acc,uernc:n~:. f:-1{a p,icata 5hKUB5 !/ ,.c . ,·· 1Lfica ca'no:--ri1::a Cc,Tus st.o!criifera Polu,s'.:icf.um rriunih.1~1 !\1\ah:111ia ac\uifcliL;m \/acc:niurn ova-1:um (lowcri~.:;;,1 Pea:' J-·-O''·"Ji'"-l-i [):,..c', C,-;.E.V, :~l ,,,, H , J \Vcs;.:.ern Red Cco.ar Pacific Wai ,,'i1u.rtlc t<edhv10i t?oc:y,vcod 5word fem Oreopn Grape ·~ I l k! I .:::v.::rcir1.::e.1 (jc, :ererru, aw 5 6 B 15 28 29 1 17 51Zf R2fv\ARK5 1.75" cal full/ Mat.chirq 1.171t cal fu!i I N1a-tchir0i min, :7 I rre f,li I NiciCC:hir0i :7 q;-il full/ Makhli"" 2o,al full I Matchir~ I o,al full/ Mkhir"£1 2~al full/ Makhir,.:, 2 o,al fu!l / /vb'l-hirr.:.I LO/l-G,~OYll!\/G TURF SfLD MIX % WEICHT % PURITY % &'ERMINA !JON DWARF TALI F[SCUE (SEVERAL VAH!ETYS) FESTUCA ARUNO!NACEA VAR. DWARF PERENNIAL f!YE (BARCLA r) LOUUIJ PERNE!'!E VAN. /:!/iRCLA Y RED FE)Cl)E FES!UCA !?UBNA COLONIAL BEtVrCRAS5' AGNOSTIS TENUIS 1~ JO I 98 20 98 5 98 90 90 go 90 NORfH CENTERLINE FINISH GRADE LAWN OR SIDEWALK 4-" X 8" PRESSURE- TREATED TINiBER 4" 1 -~1 3/4" -11-/ I ~rr----z =--""=~-;t----::: -=1 tll t::~1 2 s~--j ! "-j·;--"==D~EI/IITT WEED I = ~-=: I 18" NO. 4 REBAR~~~-1 48" o.c. BARRIER THl10UGHOUT 'f =1"'-f.\)':· '/'-,/ ~~~?~' 3/4" MINUS DRAINROCK --I )'·(: M"I. 8" "FIBAR" WOOD FIBRE, COMPACTED 4" PERF. ADS PIPE. DAYLIGHT----,o~ PIPE AT WETLAND, C.B., or, -~---'- DRAINAGE SWALE. OTHERWISE J PRQVIDE ORYWEL(, MIN. 24' X 24·" X 24 DEEP. -5" MIN. TIMBER EDGING DETAIL NOT 10 SCALE c;; 1 o'-o" '·-+-~---------""--"----------,.{'- ·.· -------;:"_--:··--r-,, .,. ' .. NOT TO SCALE NOT 10 SCALE LA~.Jt75Cf\PE: l\10ff5 1. CONTRACTOR SHALL BE RESPOc!SIBI.E FOR FAlvilLli\RIZING THEi0SELVES 1/IITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTUF:GING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO l"ROMPTLY ADVISE OWNER OF ANY DISTURBED UllUTIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL 10AINTAIN AND WATER ALL PLANT fAATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRATOR SHALL IJE RESPONSIBLE FOR COMPUTING '.cPECIFIC QUANTITIES OF GROUND COVERS AI\D PLANT MATERIALS UTILIZING ON-CENTER SPACl~IG FOR l"LANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPEC:FIED BELOW IN THESE NOTES. =""'"' 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPl,ESENTED BY SYMBOLS ON THE Di,AWINGS. 6. SUBGRADE IS TO BE w1·,H1N 1 /1 o" OF ONE FOOT AS :0 ROVIJED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED rn: ALL CONSTl,UCTION MATERIAL AND ROCKS AND STICKS LAF,GER THAN 2" DIAfAETER. 7. NEW LAWN AND 3ED /\REAS AS SHOWN ON THE PI.Al~S, SHALL 1lECEIVE A MINIMUM OF 2" DEPTH ROTOTILLED INTO ·,HE TOP 6" OF SOIL THEN AN ADDITIONAL 4" TOPSOIL SHALL BE SPREAD IN SAME AREAS 8. ALL BEDS TO RECEIVE A MINif:IUM OF 2" FINE FIi, BAl,i<. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTIUZER 4-2-2 PER MANUFACTURER'S SPECiFICATICNS. 10. ALL Pu\NT MATERIAL SHALL COl~FORM TO MN STANDArms FOR NURSERY STOCK, LATEST ED[TION. ANY REPLACEMENTS MADE AT ONCE. A. GENER/\L: ALI. PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENT;\TIVES, TYPICAL OF THEIR SPECIES OF VARIETY ANO SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, ANO HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTE~I. ALL PLANTS s:-IALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT . B. TREES, SHRUBS, AND Gi~OUNO COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES ANO CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, iNSECTS, DECAY, HARl0FUL DEl~ECTS, ANO /\LL WEEDS. NO SUBSTITUTiONS SHALL MADE WITHOUT WRITl'EN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. CONTRACTOR TO PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL. NOTE: CONTOUR, BOUNDARY AND TOPOGf!APHIC INFORMATION SHOWN HE!?EON BASED ON TOPOG!?liPfl!C SU!?VEY P!?OVIDED BY BARGHAUSEN CONSULTING ENGl!VEERS, INC. BOUNDA!?Y VERIFIED BY CORE DESIGN LUA-o 0 i<lNG COUNTY D.D.E.S. I REWEWENG~l·E-6-R~~~~~~ l'_c_a_M~-t~[fi"'c""w""o~~CCTEC- I " ; ' ' ' 'J '--· f\ /'"'-~ l (' (-\ i \.:J : 'i \.J V ,., -,-,. ' ·- 0 '; ·-- S[N/0,f EIIC/1/ffR JAMES II. SANDE!?S, P.E. DEVELOPMENT ENClil/EEN C0.1/A,rl/To:· COMPLEll0/1 DA rE APPROVAL OAIE " 0 0 a -~:} co °' o' u C a .2 0:: O; ., . s .. -5; 0. "' ~ cu z o,' ~ > " °' " ~ "' :.,,.-T "' ,, "' " "' co co "' "' " a 0 LI • ~ co " "' D) c:, trj "' " CJ ~ 1y ~ ~~ - .--, ... . '.._j_, .. . ' I. ,. KING COLJN LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'25'21"W ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 135.66 FEET TO THE TRUE POINT OF BE&'!NNING; THENCE N88"07'58"W PARALLEL TO THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 653.60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE S0'27'05"W ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET,· THENCE S88V7'59"E PARALLEL TO SAID NORTH LINE, 653.72 FEET, MORE OR LESS, TO THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER,· THENCE N0'25'21"E ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267.00 FEET TO THE POINT OF BEGINNING; EXCEPT Tf-/AT PORTION THEREOF LYING WITHIN THE RIGHT-OF-WAY FOR 160TH AVENUE SOUTHEAST. SHEET INDEX C!.01 C2.01 C2.31 C3.01 C3.31 C4.01 C4.21 C4.31 C7.01 C7.02 C7.03 TITLE SHEET EROSION CONTROL PLAN EROSION CONTROL DETAILS AND NOTES GRADING PLAN, NOTES, &: DETAILS SITE DETAILS AND NOTES ROAD AND STORM DRAINAGE PLAN &: DETAILS ROAD AND STORM DRAINAGE PROFILES POND DETAILS RECREATIONAL PARK PLAN ( F'EilO!N(f R.€.V!Ew) STREET TREE PLANTING PLAN SCHOOL WALKWAY ROUTE PLAN HEARING EXAMINER'S CONDITIONS The proposed preliminary plat of Nichols Place, as received May 19, 2003, ut,lizing up to 8 de.,.,_.·f:y credits (transferable density rights) is approved, subject to the following conditions of final plat approval: I. Compliance with all platting provisions of Title 19 of the King County Code. 2. All persons having an ownership interest in the subject property shall sign on the face of tb.9 final plat a dedication which includes the language set forth in King County Council Motion No. 5952. J. a. The plat 5,f,a/1 comply with the maximum density (and minimum density) requirements ol the R-4 zone classification. All Jots shall meet the minimum dlmensional requirements of the R-6 zone c!asslflcatlon or shall be as shown on the face of the approved p1elirnlnary plat. whichever ls larger. except that mi'nor revlsions to the plat whlch do not result in substantial changes may be approved at the discretion of the Department of Development and Envi'ronmental Servlces. b. The App/leant shall provide Transfer of Density Credit documentation to DDES prl'or to fl'na/ approval to allow transfer of a max/mum of eight density credlts. 4. The Applicant must obtain final approval from the King County Health Department for abandonment of existing septic systems on-site. 5. All construction and upgrading of public and private roads shall be done in accordance wlth the King County Road Standards established and adopted by Ordinance No. 11187, as amended (1993 KCRS). 6. The Applicant must obtain the approval of the King County Fire Protection Engineer for the adequacy of the fire hydrant. waler main and fire How standards of Chapter 17.08 of the King County Code. Z Fl"nal plat approval shall require full compliance with the dral'nage provi"sions set forth in King County Code 9.04. Compliance may result ln reducing the number and/or location of lots as shown on the prellminary approved plat. Preliminary review has identified the following conditions of approval which represent portions of the dra,"nage requirements. All other applicable requirements in KCC 9.04 and the Surface Water Design Manual (SWDM) must also be satisfied dun"ng eng1"neerlng and fl"nal review. a. Drainage plans and analysis shall comply with the 1998 King County Surface Waler Design Manual and applicable updates adopted by King County. ODES approval of the dra1i1age and roadway plans is required prior to any construction. b. Current standard plan notes and £SC notes, as establi'shed by ODES Englneen"ng Review, shall be shown on the engineering plans. c. The following note · shall be shown on the fi'nal recorded plat: All build1"ng downspouts, footing dra1"ns, and dra1"ns from all impervlous surfaces such as patios and driveways shall be connected to the permanent storm drain outlet as shown on the approved construction draWJ"ngs # ----------on fife with ODES and/or the King County Department of Transportation. This plan shall be submitted with the application of any building permit. All connections of the drains must be constructed and approved prior to the fl"nal bulldlng inspection approval. For those lots that are desi'gnated for individual lot infiltratlon systems, the systems shall be constructed at the time of the building permit and shall comply with plans on file. " d. The stormwater detention design shall comply with the Level 2 Flow Control requirements per the 1998 King County Surface Water Design Manual (KCSWDM). e. The storm water control facillty shall be located in a separate tract and dedicated to Klng County unless portions of the drainage tract are used for required recreati'on space 1"n accordance with KCC 21A.14.180. f. If a sewage lift station is located within the subject property. it shall be placed within a separate tract or easement area, that shall not be counted when computing the provision of onsite recreation area. g. When engineering plans are submitted for review, the owners of the adjacent property to the southwest (15652 Southeast 139th Place) shall be notified that the plans have been fi1ed with DOES and that they are available for public review. 8. The dral'nage detention facility shall be desl'gned to meet, at a minimum~ the Level 2 Flow Control and Basic Water Quality menu in the 1998 King County Surface Water Design Manual (KCSWDM). 9. (Condition no. 9 is deleted.) 10. A surface waler adjustment (L03V0036) is approved for this subdivision. All conditions of approval for this adjustment shall be met prior to approval of the engineering plans. II. The following road improvements are required lo be constructed according lo the 1993 King County Road Standards (KCRS): SE 139th St. shall be improved at a mi'nimum to the urban subaccess street standard FRONTAGE: The frontage of the site along 160th Ave SE (west side only) shall be improved to the urban neighborhood collector sfanda1d Tracts A, B and C shall be improved as jol'nt use driveways per Section 3.01 of the KCRS. These driveways shall be owned and rna1'nta1'ned by the lot owners served Notes to this effect shall be shown on the engineeri'ng plans and on the final plat map. S.E 1/ 4 SEC. 14, TWP. 23 N., RGE 5 £, W.M. VVASHINGTON HEARING EXAMINER'S CONDITIONS (CONTINUED) Modiflcations to the above road conditions may be considered accord1"ng to the variance provisions in Section 1.08 of the KCRS. 12. There shall be no di'recl vehicular access to or from 160th Ave. SE from those lots which abut this street. A note to this effect shall appear on the engineen"ng plans and fl"nal plat. 13. All ut11ities within proposed rights-of-way must be included within a franchise approved by the King County Council prior to final plat recording. 14. The Applicant or subsequent owner shall comply with King County Code 14.75, Mitigation Payment System (MPS), by paying the required MPS fee and administration fee as determi'ned by the appllcable fee ordi'nance. The applicant has the opti'on to either: (I) pay the MPS fee al final plat recording, or (2) pay the MPS fee o/ the lime of building permit issuance. If the first option ls chosen, the fee paid shall be the fee in effect at the time of plat application and a note shall be placed on the face of the plat that reads. "All fees required by King County Code 14.75, Mitigation Payment System (MPS), have been paid.· If the second option is chosen, the fee paid shall be the amount in effect as of the dale of building permit application. 15. Suitable recreation space shall be provided within one tract that may be separate or may be combined with the drainage tract in accordance with KCC 2/A.14.180. Improvements shall be consistent with the requirements of KCC 2/A.14.180 and KCC 2/A.14.190, including provision of sport courl[sJ children's play equipment, picnic lable[sJ benches, etc. a. A detailed recreatlon space plan {i.e .• landscape specs, equipment specs, etc.) shall be submitted for review and approval by DOES and King County Porks prior to or concurrent with the submittal of the engineering plans. This plan shall comply with Ordinance # 14045. b. A performance bond for recreation space lmprovements shall be posted pr/or to recordi'ng of the plat. 16. A homeowners' associ'ation or other workable organization shall be establ/Shed to the satisfaction of ODES which provldes for the ownership and continued maintenance of the recreation, open space and/or sensitive area tract(s). 17. Street trees shall be included in the design of all road improvements, and shall comply with Section 5.03 of the KCRS and KCC 2/A.16. 050: a. Trees shall be planted at a rate of one tree for every 40 feet of frontage along all roads. Spact"ng may be modlfl'ed to accommodate sight distance requi"rements for driveways and intersections. b. Trees shall be localed within the street right-of-way and planted in accordanca with Drawing No. 5-009 of the 1993 King County Road Standards. unless King County Department of Transportation determines that trees should not be located in the street right-of-way. c. If King County de/ermines that the required street trees should not be localed within the right-of-way, they shall be located no more than 20 feet from the street right-of-way lt'ne. d. The trees shall be owned and maintoi'ned by the abuttl'ng lot owners or the homeowners association or other workable organization unless the County has adopted a maintenance program. Ownership and mal'nfenance shall be noted on the face of the final recorded plot. e. The species of trees shall be approved by DOES if localed within the right-of-way, and shall not include poplar, cottonwood, soft maples. gum. any fruit-bean"ng trees. or any other free or shrub whose roots are likely to obstruct sanitary or storm sewers. or that ls not compatible with overhead utility lli1es. f. The Applicant shall submit a street tree plan and bond quantity sheet for review and approval by DOES prior lo engineen"ng plan approval. g. The street trees must be 1'nstalled and inspected, or a performance bond pos(qd prior to recording of the plat. If a performance bond ls posted, the street trees must be installed and lnspected r.: 'th1"n one year of recording of the plat. At the time of inspection, if the trees are found to be installed per the approved plan, a malntenance bond must be submitted or the performance bond replaced with a maintenance bond, and held for one yi.:ar. After one year, the maintenance bond may be released after ODES has completed a second 1"nspection and determined that the trees have been kept healthy and thrivlng. A landscape inspection fee shall also be submitted prior to plat record1"ng. The inspection fee ls subject to change based on current County fees. SEPA 18. The following have been established by SEPA as necessary requi"rements to mitigate the adverse envi'ronmental impacts of this development. The Applicant shall demonstrate compliance with these items prior lo final approval. Individually. or jolnt with other area developers, the Applicant shall design and construct improvements to Southeast 128th Street at 160th Ave. SE to mitigate project impacts a! the High Accident Location. Or, the App/leant shall reduce the project lmpacts at the High Accident Location by cornpleti'ng the rema1"nder of the improvements to Southeast 136th Street (i.e. additional pavlng, concrete curbs, gutters and sidewalks), between 158th Avenue SE and 160th Avenue SE, and, revise the channelization at the intersection of 156/h Avenue SE/SE 136th Street to provide a ·southbound left turn lane. School Mitigation Fees 19. Lois within this subdivision ore subject to King County Code 2/A. 43, which imposes impact fees to fund school system improvements needed to serve new development. As a condition of final approval, fifty percent (50%} of the impact fees due for the plat shall be assessed and collected immediately prior to recording, using the fee schedules in effect when the plat receives final approval. The balance of the assessed fee shall be allocated evenly to the dwelling units in the plat and shall be collected prior to building permit issuance. School Walkways 20. The Applicant, individually or 1"n conjunction with other developers, shall construct an off-site walkway to Liberty High school from the site. The walkway shall be constructed within the right-of-way from 160th Ave SE. east along SE 135th Street to 166/h Ave SE, and south lo Liberty High School al SE 136th Street, or via alternative right-of-way and easements that become available and are approved by ODES. One acceptable alternative would be to use future ri'ght-of-way of Southeast 136th Street and 162nd Avenue Southeast to connect with the sidewalk improvement of "five lot subdivision," and through the plat of "five lot subdivision "/1..00P0023 lo the southwest gate of Liberty High School. The walkway shall be designed and constructed in accordance with the 1993 K1'ng County Road Standards and shown on the engi'neering plans for DOES review and approval. Any surfacing alternative from the King County Road Standards (KCRS 3.09) may be submitted for approval through a road variance application. BASIS OF BEARINGS N00'28'54"E BETWEEN MONUMENTS FOUND IN PLACE AT Tf-lE SOUTH QUARTER CORNER AND CENTER OF SECTION 14-23-5 PER HIGHLAND ESTA TES, ACCORDING IV PLAT RECORDED IN VOL 212, PGS. 10-13, IN KING COUNTY, WASHINGTON. DATUM NA VD 88 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE DISC IN THE INT. S.E. 128TH ST. & 156TH A VE. S.E. (CITY OF RENTON PT# 2103) ELEV= 547.94 (167.013 METERS) 3" BRASS SURFACE DISC IN THE INT. N.E. 4TH ST. (S.E. 128TH ST. ) &- 148TH A VE. S.E. {CITY OF RENTON PT# 1852) ELEV= 454.77 (138.614 METERS) NOTE: CONTOUR, UOUNDARY, AND TOPOGRAPf-1/C !NFORMA TION SHOWN f-lEREON PROVIDED BY DRYCO SURVEYING INC. BOUNDARY VERIFIED BY CORE DESIGN !NC. Vici n it y M a p Scale 1"= ±1900' KING COUNTY LAND USE SERVICES -------- , , , Soils Map Scale 1"= ±2000' AgC Age Age Notice Required AgC '\ \ ! CONmACTORS SHALL NOllFY OPERA TORS WHO MAINTAIN UNDERGROUND U71UTY LINES IN THE AREA OF PROPOSED EXCA VA 7/0N OR BLASTING AT LEAST TWO BUSINESS DA Y.S; BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCA VA 7/0N OR DEMOLlllON IN ACCORDANCE WITH RCW 7/TLE 19. NAMES AND TELEPHONE NUMBERS OF THE OPERATORS OF UNDERGROUND UllLITY LINES IN THIS PROJECT APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY COND/710NS AS REQUIRED. Phone CITY OF RENTON (425) 430-7212 Sanitary Sewer KING COUNTY WA 7fR DISTRICT 90 (425) 255-9600 Water District PUGET SOUND ENERGY (425) 456-2511 Gas Company PUGET SOUND ENERGY (425) 456-2511 Power Company Call Before You Dig DIAL-A-DIG 1-800-424-5555 Notes 1. The Developer is required to notify the Land Use Services Division, Land Use Inspection Section, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing of siltatian and erosion control measures B. Clearing ond grubbing C. Earthwork D. Installation of any underground utility E. Before placing subbase, base or paving surface F. Installation of any forms or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any construction is started on any existing state route. 3. A Hydraulic Project Appraval (HPA) Permit must be obtained from the Washington State Department of Fisheries prior to any work when required. Bonding Information Restoration Bond Amount $ ______ _ Performance Bond Amount $~---- _[ __ ~_ Site Plan Approval Approval of these plans is for construction of road ond drainage improvements. site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if \he final plot is not recorded when \he preliminary plat approval expires. Section I 1 I 4 I PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Township [ 2 [ 3 [ Range Io 15 I Tax Parcel 11 [4121310151 Number 191015181 Site Location is within the drainage shed(s) Pro Rota Share Assessment(s) are: D Required D Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rate{$ ) per c.f.s. lncreases.(10 year, 2 hour storm) Peak Volume Assessment Rate($ ) per Ac. Ft. increoses.(2 year, 2 hour storm) AGREEMENTS, PLAN REFERENCES, PERMITS ETC. Preliminary Pia\ Approval Ordinance # ~1 4~9"-0"-3,,_ __ _ Preliminary Map Approval Construction Permits Received Sanitary Sewer Water District Gas Company Power Company Telephone Other ---------------- Emergency 911 Date 05/10/2004 Pol ice-Fire-Rescue RECOMMENDED FOR APPROVAL Date Engineer Plan Reviewer Engineer Supervisor Traffic & Planning Engineer King County Conservation District Materials Engineer Other APPROVED FOR CONSTRUCTION Dept. Development & Environmental Services King County, Washington Date Signature _S_'BI_D_'£_VE,--'Z'-'-O.'-''PJ.'-'-WC."'-'--'L=Lc..C _____ --'( 253 )539-8116 Name Phone P.O. BOX 73190, PUYALLUP, WA 98373 Address and Zip Code MARK & BARBARA NICHOLS D A Corporation j2f A Partnership D An Individual Name Phone 13815 160th A VE: 5.£, RENTON, WA 98059 Address and Zip Code f2{ A Corporation D A Partnership D An Individual _CO_f?_c_D_E._SI_G_'N"-, _IN_C_. ____ __._( 4_25)885-7877 Name Phone 14711 N.£.29TH PL /101, BELLEVUE, WA. 98007 Address and Zip Code ~ -~ -_____ [~-~ "' ~ .,, C, R: ~ ~ "i () ~ 0 "' Jl '° :z: I "' ,,; -l'.) () ~ "' ij " "' ~ 2: (lJ .!! C ,, "-~ J u.,:z:_ C "" 0, u., ->-0 -~ 0, ii ~ :z: z u., lf) _r:: "' ; -2: ::,. C\J Q_ uJ ~ ()<( ~ ~ z .-,,; 2: ... ::i s "' " ~ Q) u., 0.. "' 't "i -~ ~. "' 't lei L 0 C( +' 0 :;,:· C ·-e -cJ L >-. 0 (l 0 u lei +' ~ u (lJ ·~ 2§ 0 L Q_ ~ Lri -C) C) ~ C) ~ ';I- C) C) -.J -.J L L (lJ (lJ _Q _Q E E :::l :::l z z >, +' .µ u > (lJ ·~ +' 0 u L <( Q_ 4-5-05 Sheet C1 .01 of 11 WA-o~-140 . , ---· --------------------- SE 1/4, SEC. 1.4, TWP. 23 N., RGE. 5 £, W.M. \ C. \ C Stcchowlok 142305 9QB5 J Poaguo 142305 9101 81? Y ' 1 JocK CHECK DAM l-0 T 1 SEE DETAIL JH££T '-INTERCEPTOR SWALE rnn CLER/NG LIMITS (TYP.) .0" , i-I '(~ f"')r"").•\r'\ (.X:, _). I. •..._)F\\.J K. C. S. I~. 0. 4t'.i:.£VlH6W.) I CONSTRUCTION SEQlJENCE © 0 SCHEDULE AND ATTEND A PRE-CONSTRUCTION MEE11NG Yr7TH KCDDES SITE INSPECTOR BY PHONING (206) 296-6642. FENCE CLEAR/NC LIMITS. CLEAR/NC LIMITS SHALL BE DELINEATED WITH 42" ORANGE SAFETY FENCING, AND/OR SILT FENCE POST A SIGN WITH THE NAME AND PHONE NUMBER OF THE £SC SUPER 'I/SOR. @ GRADE ANO INSTALL CONSTRUC110N ENTRANCE @ ® © ® ® ® @ INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). N011FY DOWNSTREAM PROPERTY OWNERS. 48 HOURS IN ADVANCE, OF CLEARING. CONSTRUCT POND AND OUTFALL STRUCTURES. OUTFALL IA TO INTAKE JA. ATTACH TEMP. RISER TO INTAKE. LIMIT CLEARING AND GRADING BEYOND LIMITS OF POND. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES. PIPE SLOPE DRAINS. ETC.) S!MUL TANEOUSL Y Yr7TH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. BRING THE SITE TO SUBCRAD£ MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE Yr7TH KING COUNTY STANDARDS AND MANUFACTURER's RECOMMENDA 110NS. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES. OR INSTALL NEW MEASURES SO THAT AS SITE COND/TlONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAY.SIN ACCORDANCE Yr7TH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. COVEii ALL AREAS THAT Yr7LL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON Yr7TH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEE11NG, OR £OU/VALENT. INSTALL U11LITIES AND STABILIZE ALL AREAS Yr7THIN SEVEN DA Y.S OF REACHING FINAL GRAD£ INSTALL INLET FILTERS. SEED OR SOO ANY AREAS TO REMAIN UNWORKED FOR MORE THAT 30 DA r:s: UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS. REMOJ.f EXCESS SEDIMENT FROM POND AND OUTFALL STRUCTURES; AND REMOVE BMP's WHEN THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. . . ·: (1 I SEE DETAIL SHEET-rJ231 I.OT 2 LEGEND SEDIMENT POND FILTER FABRIC FENCE INTERCEPTOR SWALE ROCK-LINED SWALE CONSTRUCT/ON ACCESS ~ LIMITS OF CLEARING ROCK CHECK DAM CONSTRUCT/ON SEQUENCE FILTER FABRIC FOR CB's • 0 @ . - [\j (). I ,I CONSTRUCllON ENTRANCE SEE DETAIL SHEET C231 S lee 145750 009b R Wilmot 145750 0101 TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES I. APPROVAL OF THIS EROSION/SEDIMENTA110N CONTROL (£SC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN(E.C. SIZE AND LOCATION OF ROADS. PIPES. RESTRICTORS, CHANNELS. RETEN110N FACIL/11£S, U11L/11£S, ETC.) 2 THE IMPLEMENTA110N OF THESE £SC PLANS AND THE CONSTRUC110N, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE £SC FACIL/11ES IS THE RESPONSIBILITY OF THE APPLICANT/[SC SUPER'I/SOR UN11L ALL CONSTRUCTION IS APPROVED, J. THE BOUNDARIES OF THE CLEAR/NC LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REOU/RED) PRIOR TO CONSTRUCTION. DUR/NC THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEAR/NC LIMITS SHALL BE PERMITTED. THE CLEAR/NC LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPER'I/SOR FOR THE DURA110N OF CONSTRUC170N. 4. THE £SC FACILl11ES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNC110N Yr7TH ALL CLEAR/NC AND GRAD/NC SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS. ORA/NACE SYSTEMS. AND ADJACENT PROPER11ES IS MINIMIZED. 5. THE ESC FACIL/11ES SHOWN ON THIS PLAN ARE THE MINIMUM REOUIREMENTS FOR AN11C/PA TED SITE COND/110NS. OUR/NC THE CONSTRUCTION PERIOD, THESE £SC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANG/NC SITE CONDITIONS (£C., ADDITIONAL SUMP PUMPS. RELOCA110N OF DITCHES AND SILT FENCES. ETC.) 6. THE £SC FACIL/11ES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPER'I/SOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNC110NINC. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY RE'I/EWS OF THE £SC FACILITIES DUR/NC THE WET SEASON (OCT. I TO APRIL 30) AND OF MONTHLY REI//EWS DURING THE DRY SEASON (MAY I TO SEPT. JO). 7. ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBANKMENTS, THAT Yr7LL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED Yr7TH THE APPROVED £SC METHODS (£C., SEEDING, MULCHING, PLAS11C COVERING, £TC.) 8. ANY AREA NEEDING £SC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED Yr7THIN FIFTEEN (15) OA Y.5. 9. THE £SC FACIL/11ES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM DF ONCE A MONTH OR Yr7THIN FORTY-EIGHT (48) HOURS FOLLOl'r7NG A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (I) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE Yr7TH/N A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA I/ING. THE CLEANING OPERA 170N SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. II. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION ANO MAINTAINED FOR THE DURA170N OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS WASH PADS. MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12 ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETT/.ING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROI//DE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNC110N UL11MATELY AS AN INFILTRA110N SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. I}, ALL DISTURBED AREAS SHALL BE REI//EWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARA110N FOR THE Yr7NTER RAINS. ,?ISTURBED AREAS SHALL BE SEEDED Yr7TH/N ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF !HOSE AREAS TO BE SEEDED ANO THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR. THE ODES INSPECTOR CAN REQUIRE SEEDING OF AD0/110NAL AREAS IN ORDER TO PROTECT SURFACE WATERS. 4DJACENT PROPER11£S. OR DRAINAGE FACILITIES. NOTES: I. RIP-RAP SHALL RANGE FROM A MIN. 2" TO A MAX. 8" AND AN A J.fRAGE OF 4~ 2 ALL TEMP. PIPE SHALL BE CPEP OR CMP. DUST CONTROL: WHEN EXPOSED SOIL SURFACES ARE EXPOSED TO Tf!E POINT THAT Yr7ND TRANSPORT IS POSSIBLE, THE EXPOSED SOILS SHALL BE SPRA 'r'ED UN11L M'T, BUT RUNOFF SHALL NOT BE GENERA TED BY SPRA YING. SCALE: 1 " 50' 0 25 >---' 50 100 BASIS OF BEARINGS N00'28'54T BETWEEN MONUMENTS FOUND IN PLACE AT THE SOUTH OUARTER CORNER AND CENTER OF SECTION 14-23-5 PER HIGHLAND ESTA TES. ACCORDING TO PLAT RECORDED IN VOL 212, PGS. 10-13, IN KING COUNTY, WASHINGTON. DATUM NA 1//J 88 PER CITY OF RENTON SURVEY CONTROL NETWORK BENCHMARK BROKEN BRASS SURFACE DISC IN THE INT. S.E. 128TH ST. & 156TH AV£ S.£ (CITY OF RENTON PT/ 2103) ELEV= 547.94 (167.013 METERS) J" BRASS SURFACE DISC IN THE INT. N.£ 4TH ST. (S.E. 128TH ST. ) & 148TH AV£ S.E. (CITY OF RENTON PT/ 1852) ELEV= 454.71 (138.614 METERS) NO TE-CON TOUR, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON PROl//0£0 BY DRYCO SURVEYTNC INC. BOUNDARY VERIFIED BY CORE DESIGN INC. KING COUNTY D.D.E.S. REvlEW ENGINEER COMPLETION OA lE SENIOR ENGINEER COMPLETION OA lE JAMES H. SANDERS. P.E. APPROVAL OA lE OEvELOPMENT ENGINEER COMMENTS: -____ I __ _ M (.'.) ~ z --t;3 '<i ).. a Q "' '"' -"' let "' ;(j ::,. 0. ~-"' u ~ .... .!l $1 ~ ::i <I.. <JI ~ V) .s ,E "" ~ 0. ~ " i ~ ~ -'ll' L.r) (.'.) -~ "' z " ~ oq .... "' "' --~ " z "' .... z " _, "- (.'.) z "' '"' '"' z -(.'.) z '"' L,_j L,_j a..: a..: L,_j a..: vi' ::::::· er e ::::::· w ~ CJ ).. e <( C) (5 z §J ).. <( ';I-~ (5 :,c c::i e L,_j f--- c::i ll:: u C'; ~ L,_j w c.:i --, <;:i 0 ~ ~ er l( 0 Q_ ~ 0 w 2§ w > z z 0 w (.'.l 5 11'. I f---(/) <( Q_ ' <( w 11'. Q_ 0 0 0 <( SHEET OF C2.01. 1.1. PROJECT NUMBER 04037 KING COUNTY NOTICE OF PROPOSED CONSTRUCTION ACTIVITY Department of Development & Environmental Services 900 Oaksdale Ave SW Renton, WA 98055-1219 TYPE OF ACTION : SUBDIVISION PROJECT NO. : L03P0015 DESCRIPTION : 23 LOT PLAT PROJECTED COMPLETION DATE : ESTIMATED 8/04 HOURS OF CONSTRUCTION : 7AM-10PM WEEKDAYS 9AM-1 OPM WEEKENDS KING COUNTY'S CONTACT PERSON : ASSIGNED STAFF PHONE NUMBER : (206) 296-0000 DEVELOPER 0 S CONTACT PERSON : KURT WILSON PHONE NUMBER : (253) 539-8116 AFTER BUSINESS HOURS FOR ENVIROMENTAL OR SAFETY RELATED EMERGENCIES: 1-888-437-4771 48" NOTICE OF CONSTRUCT/ON ACTIVITY SIGN NO SCALE Notice Board Construction Specifications: The notice board shall be constructed with 4'x4'x1/2" plywood, exterior grade, good surface one side. Professionally prepared plastic board overlays, permanently affixed to the board are permissible. The no/ice board shall display /he information as shown in the figure and as specified al the pre- cons/ruclion meeting. Notice boards may be reused but they must be clean and show no evidence of former wording. I. Lettering stjle: 2. L eltering size: J. Lettering: 4. Background Color: 5. logo: Helvetica or similar standard IJpeface Title should be J" capital letters (NOTTCE OF PROPOSED CONSTRUCTTON ACllVITY). Other letters should be 2" letters. See 11/ustralion above for use of capital and lowercase letters. Black (permanent 1ilk or silk-screen) Wh1,e King County emblem, in black The applicanVdeveloper shall erect the no/ice board by solidly selling two 4"x4" posts 12 to 24 inches into the ground,· or structurally attaching ii lo an existing building. Post length shall be at least 7 feet above ground. Two 2x4' diagonal braces should be nailed lo the inside back of the posts and slaked al /he qround lo provide stability aga1ils/ wind or soft soil conditions if posts are less than 24 inches 1ilto the ground. The notice board shall be attached lo the posts with four lag bolls and washers (J/8 inch dia. and J" long). Notice Board Location: The notice board shall be located.· • Al the midpoint on the site street frontage or as otherwise directed by DOES staff maximize visibili,y. • Al a location 5 feet inside the street property line; a notice board structurally attached to an existing building shall be exempt from the setback provisions, provided that the notice board is located not more than 5 feel from the property line without approval from ODES staff. • So that the lop of the notice board is be/ween 7 lo 9 feet above qrade. • So that II is totally visible to pedestrians. Maintenance and Removal of Notice Board- The applicant/developer shall maintain the no/ice board in qood condition throughout the site improvement construction period, which shall extend through the time of fiflal construe/ion approval by King County ODES or its successor agency or prisdic/ion. The notice board shall be removed within 14 days after final constrcu/ion approval. Early removal of the notice board my result iii enforcement actions authorized under King County Code, Tl/le 23 ond may delay final construction approval. SE 1/ 4, SEC. :1.4, TWP. 23 N., RGE 5 £, JIV.M. JOINTS IN Fil TER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. ~-2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. Fil TER FABRIC --1111 l:?s I il.: ~ ))})),y. >:v~)j,~)'zV'~;,:0>.'/~ ,~-f/f''" ,, ''" -----t--r---------------------------------------·r-1-\::----- 1 I I I ! 1 1 ! MINIMUM 4 "x4 n l_j {POST s:..~~~ MA y BE l_\_i BACKFILL mENCH WITH INCREASED TO 8' IF NATIVE SOIL OR 3/4"-l.5" \ WIRE BACKING IS USED) WASHED GRA vf"l. 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTE: Fil TER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEvf"R POSSIBLE NOTES: J. 2. J. The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available on-site. AOS {ASTM 0-4751) 30-100 sieve size {0.60-0.15 mm) for slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permillivity {ASTM 0-4491) 0.02 SEC min. Grab Tensile Strength {ASTM 0-4632) -180 lbs min. for extra strength fabric 100 lbs min. for standard strength fabric Grab Tens11e Elongation (ASTM 0-4632) = 30% max. Ultraviolet Resistance {ASTM 0-4355) = 70% min. Standard strength fabric requires wire backing lo increase the strength of the fence. 10'.re backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. Where the fence is installed, the slope shall be no sleeper than 2H: 1 V. -B Sil T FENCE DETAIL L NO SCALE THE SUMP BEHIND THE ROCK CHECK DAM SHALL 8E INSPECTED ANO CLEANED WHEN COLLECTED DEBRIS EXCEEDS 0. 5 FEET. FLOW L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATTON. ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH ___ J ,,:::::/;::v>:::../j; /,'-., , 24" MIN. SECTION ROCK CHECK DAM NO SCALE t RIPRAP SHALL BE REASONABLY iff"LL GRADED AS FOLLOWS: MAXIMUM STONE SIZE· 12 INCHES MEDIAN STONE SIZE· 8 INCHES MINIMUM STONE SIZE· 2 INCHES ROCK-LINED SWALE DETAIL NO SCALE J' MIN. INTERCEPTOR SWALE DETAIL NO SCALE RISER PIPE (PRINCIPLE SPILL WA Y). OPEN AT TOP lflTH TRASH RACK PER KCSWDM AC. 5.J.1.C W/ 4" 0. C. MAX SPACING AROUND STEEL LOWER BAND. PROVIDE ADEQUATE STRAPP/NC f 0.50' -+------, ; ; POLYETHYLENE CAP~ J' l'--'---'--•-~.L RISER PERFORATED POL YETHYlENE ORA/NACE TUB/NC, DIAMETER MIN. 2' LARGER THAN ---1 DEWA TERINC OR/AC£ TUB/NC SHALL GOMPL Y lflTH ASTM F667 AND AASHTO M294. DEWA TERINC OR/ACE, SCHEO. 40 STEEL STUB I" DIAMETER EL. 447.00 (CB 2 IE) BOT. EL. 443. 00 4' WIRE-BACKED SILT FENCE, STAKED HA YBALES WRAPPED /fl TH AL TER FABRIC OR EQUIVALENT DIVIDER. EL. 448.50 WATERllCHT COUPLING 12' DIA. CORRUGATED METAL RISER 18' MIN. • . TACK iff"LD J.5' 6"M/N _JL,,,_.~--:;;;~~'f:a -12" /[ 445.00 {DISCHARGE TO CB 2) , ______ r _________ J J_ CONCRETE BASE r---ALTERNATTVELY, METAL STAKES AND lflRE MAY L----------~---' I BE USED TO PREVENT ~~--"-24~·~a~~~-~M,~~~--~ RO~TTON. (INTAKEJA) TEMPORARY SEDIMENT POND RISER DETAIL NO SCALE ll:: ~ NOTE: GRADE THE ENTRANCE 12" MIN/MU THICKNESS AREA 12" LOWER THAN SUBGRADE PRIOR TO PLACING QUARRY SPALLS 4" -8" QUARRY SPALLS GEO TEXTILE STABILIZED CONSTRUCT/ON ENTRANCE NO SCALE Maintenance Standards NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN /fill NOT CAUSE TRAFAC PROBLEMS AND WHERE OVERFLOW /fill NOT RESULT IN EROSION OF SLOPES. /. Any accumulated sed1inenl on or around the filter fabric protection shall be removed 1inmedialely. Sediment shall not be removed with waler, and oil sed1inenl must be disposed of as fill on-site or hauled off-site. 2. Any sediment in the catch basin insert shall be removed when the sediment has filled one-third of the available storage. The filler media for the insert shall be cleaned or replaced ot least monthly. J. Regular maintenance is critical for both forms of catch basin protection. Unlike many forms of protection that fa1l gradually, catch basin protection will fail suddenly and completely if not ma1ilta1iled properly. INLET FILTER FOR CB's NO SCALE ------BERM ELEV. 452. 0 \ \ ASPHALT EMERGENCY OVERFLOW SPILL/YA Y ELEV. 451.50. SEE DETAIL SHT. C4. 31 EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS CRA VEL OR CLEAN SANO SHALL NOT BE USED. KING COUNTY D.D.E.S. lO ~ ~ ~ ...... c <! IJ.J ;:::! IJ::; Vi LJ.i cS cS RE'IIEW ENC/NEER CO/,/PLEI/ON OA IE SENIOR ENC/NEEJ/ CO/,/PLEI/ON OA IE JAMES H. SANDERS. P.£ APPROVAL OA IE OEVELOPMENT ENC/NEER CO/,/l,IENTS: "' (j 'O z 0. -" -t::, <i >- 0 0 "" L1J -"" 'ti: "" <i ),. "' •' "' "' u 8 " a ~ :::i il: ~ a, ~ V) ~ .s "" "' • ~ "' i ~ ~ -•' :g (j ~ z " ,!! "' <i -" • ., "' z " z ~ ~ 0.. (j 2: "' L1J L1J 2: -(j z L1J ~ u i,;;;: ~ ~ -.J -.J ~ ~--~ ~~ aj ~~ Q) ~ ~ c::, 2 '~ (:) ~ U) a..~~ c~~ ·c:5 -.J QJ ~ :,._-Ci ~o ~a:~ :s -..J ;;: l: ~ ·cs . Lu ltj ~ . ~ ;;: (J Q Li: (;;) .... <i5 ~ ffi ~ l4J Lei l.ci a: a: l.ci a: vf ~-Ir 2 <'. w ~ 0 >-2 <( c:i z §:i ~ G ::,._ <( "I-G 2 c::, 2 lu f-- c:i ll:' u '\i ~ l.ci w c:i -, (j 0 ~ ~ Ir ~ 0 o_ ~ 0 w "" w > C) z z 0 w l) 5' Q'. f-en "'< Q_ <!_ w Q'. Q_ 0 0 0 <!_ SHEET OF C2.31 11. PROJECT NUMBER 04037 LUA-r;6-t4o JI) C) ' JI) ' ... / Site area (in square feet) is the grass horizontal prea of the project site, I. Situ Area (K.C.C. 21A.06.1172): Site area (in square feet} it the gross llori,zontal area oithe projed site, !es~ s~tbmerQed lpnds as d!Jfined jJY K.C!C. 2111.06.1265, and less aroas which are required to be pedica\ed on \he perimeter oi • proje,:t site fpr publjc right,-of-way. ___ '?.....,___ square feet ,n submerged land (,ny Ian~ beloN the oriJ1nar,· t11gh Vl;ter mqrk • see K.Q.C, 21A.06.825.) + __ o____ square feet ,n penmeter n11hts-of,way 1•!s:ch will be reAu,red jo be dr,oicat,d (ares 30 feat from ~enter jine of road) , o Total -~--- Calculation: lb&. y1,5 Gross horizontal area of the projfct s:te __ o __,_ Total submerged lands and righlf-Of-v1a.y / t::,fc,1 l/ i::,.6 Site area in squ:;ire feel NOT8: To cqntipue calculqtiops, yo~11ert sijp, area in square feet to acres by dlviqing by 43,560 3. Sz. Sile area in acres II. Base Density (K.C.C. 21Al2.000 • .04Q tal)les) The base density is deterrrnned by the zone designation(s) for the lot. 11 du/acre Ill. Allowable Dwelling Units and Roundin9 (K.C.Q. 21A.12,070): The base number of dwelling units is calcµlaled by multiplying lhe site area by jhe bm1e deniity m dl'felling u,1ils per acre (from K.C.C 21A.12.030 -.040 tables). 3, ez ,,ile area in acres (see Section I.) X '-I base density (see $action II.) -~-.--,-. . = /6, z.8~-allowable dwe:iiog unit, Wl\en calculations result in a fraction, the fraction is rounded to the neart3sl 1vhple nurrber a~ follo•11,9: 1. Frnclions of .50 or ab<Jve shall be rounded up: a~d 2. Fractions belov1 .50 shall be rounded down. IV Required On-site Recreation Spoce (K.C.C. 21 A.14.180): This section must be comploted only if the proposal is a re-3idential devE1!oprnenl of m1~re t~an four qwellinq units ip tb.e UR and Rzones, stand-alone town:oouses in the NB zone on property dF,signa\ed Commerciil Outiide of yenier if more than fowr units, or any niixuci use development if mc1re t~an four units. Rr,creatipn spai;e musl: be corr1puteq by multiplying the recreation space requirement per unit type by the proposp,d number oi such dwelling units W,C.C. 211\.14. 180). NOTE King Cocnty has !he discretion to accept a fee in trau of ai! or a portion pf the require? recreftion space per K.C.C. 21A.14. IIJ5. Apartments and townhouses developed at a density greater than eight 4nits per acre, and mixed us~ must pmvidf) recreational space as follows: 90 square feet X 130 square feet X 170 square feet X ____ proposed n~mber ~if studip and qne beqroom ynits ____ proposed n~1mber i;if two qedroDl'll units ____ pf0pCS8d Dl)rD.b€! (If Jhre~ Gr more bedrJJOm iJFli!S ~---Recreation f,pace Requiri:rnent =: Re:,idential subdii1isions and townhouses developed at a density of eight un!is pr less per acre musi. prov!cje recrflalional spc1ce as follows· 390 square feel X 8, '/'70 ;;F ri..1obile home parks shall provide recreational space as fo!!ows: 260 square feet X pmposeQ number of u~its ::: --~- V. Net Buildable Area (K.C.C. 21A.06,797): This section is used for computing minimum density and must be compl~ted only if th~ site i& locat&d in th~ R-4 t\rough R-48 zones and designated Urban by the King County Comprehensive f11an. Tj1e net puildaQle areq is the site ar~a (see. Section 1.) less lite following areas: Calculation: VI. o areas 1Nithin a project site 141hich are reqqired to be dec\icated for public righ\s-of-wttY in ---- excess of sixty feet (60') of widlh + o sensitive areas and their buffers; to the extent tl1ey are requ\red by King County to rernqin undeveloped + 2 & , 2.157 areas required for above ground storrnwater cpntrol f~cilitie; includjng, buj not l:r1i:ted tq, retention/detention ponds, biofiltration swa!e~ and svtback~ from ~uch pqnds a~d swalps + '-/, ~$5 areas required by King County to be dedicated or reserved ?S on-sjte recr~ation µreas peduct area withln stormwater control facility if requ~sting r~creafo;m spa1e cred!t as allpwed Qy KCC 21A.14.180. (see Section IV.) + 0 regional utility corr:dors, and + o other areas, excluding setbacks, required by King County lo remain undeveloped = ,o,~,f.2.. Total reductions /Mo, ,f.1,5 _site area in squgre feet(see Secuon I,) . 30, 1'IZ. Total reductions = ,:,,,;, 723, net buijdable ?rea in souara feet NPTE: convert site area in square feet to acres jry dividing by 43,560 = 3 , //b net bui!dable ~rea in.acres : Minimum Urban Residential Density (K.C.C. 21A.12,060) ThB minimum density requirement app!ies only to the R-4 through R-48 zones. Mini(flum density i& detenpined by moltiplyin!) the base density in dwelling units par acre (see Section II.) by the net builqabla area oi llie site in acres (see Section\/.) and then muiliplying the resulting prodL1ct by the minimum dr,nsity percen!aga frqm the K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King Cpunty i(1 certain case,. See K.C.C. 21A.12.060. Calculation: '/ base density in du/ac (see Section II.) X :!-. II c., netbuildaple area in acres (ser, Sectipn \/.) = {Z. tf(z X minimum density% setforih in K.C.C. 21A.·!2.030 oras 9djuste~l in Seption VII. = _ /0. s'j__ minimum dwelling units required NICHOLS PLACE PRELIMINARY PU,T 1/4 $14~T23N~R5£: SE Lot 7 VIII This section should be completed only if the proposal includes application of residential density inc:entives (K.C.C. 21A.34J or transfer of density credit (K.C.C. 21A.36 or 21A.55). Maximum density is calculated by udding tlie bonus or transfer units authorized to the base units calculated in Section Ill. of this workst1eet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section IL) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density credit is 150 percent of the base density (see Section II.) of the underlying zoning of the development. ___ O base density in dwelling units per acre (see Section II.) X 1509() 0 rnaxirnum density -~-~O maximum density in dwelling units per acre X 3.8215106 site area in acRb~ o maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) -----------~ ____ 0 base density in dwelling units per acre (see Section IL) X 2001~ 0 maximum density ___ O maximum density in dwelling units per acre X 3.82 site area in ac".s"~"~~ maximum dwelling units allowed utilizing density incentives with 100% affordable units (K.C.C. 21A.34) 0 4 base density in dwelling units per acre (see Section 11.J X 150% = 6 maximum density ---7 6 maximum density in dwelling units per acre X 3.8215106 site area in acr,ce'S..:: 22.92906336 ----------~==== maximum dwelling units allowed utilizing density transfers (K.C.C. 21A.36 or 21A.55) Calculation: ______ t75 base allowable dwelling units calculated in Section !II + O bonus units authorized by K.C.C. 21A.34 + 8 transfer units authorized by K.C.C. 21A.36 or 21A.55 ______ 2~3 total dwelling units (cannot exceed maximums calculated above) APPLICANT: PROJECT MANAGEll SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMB~R OF LOT$: ZONING SFD: TOI/VNHQUSE CURRENT: PROPOS~D: PROPOpED LISE: S~WAGE DISPOSA~: WATER SYSTEM: SCHOO~ DISTRICT: FIRE Dl;,TRICT: TELEPHONE SERVICE: POWER NATURAL GAS: CABLE TV: ~.S. Land Davelopmenl Associstes Howar\l Stanibury/Micha$1 Utt P.O. B9x 22400 Seattle WA 98122-0200 (206) 726-14115 (:enturjon Developq1enl Service, Michael J. Romano 22617-Sth Dr. SE. Bothell, WA ll8021 (425) 486-25(,3 SE 1/4 S14-T23N-R5E 4.00 23 0 R-4 R-·'l $1NGLE FAMILY RESIDc;NTIAL CITY OF RENTON KING COUNTY WATER OISTRICT #90 RENTON!IS$A0UAH KING COUNTY FIRE Dl$TRICT #25 Q\//EST PUGET SOUND ENERGY PUGET SOUND ENERGY COMCAST ENGl11EER; SUR\/FYOR ~CAL~: 1 .. I ! ~----;---, IT p Maozo4s Engjneering, P.S Robert Parrow 13428-J5th Ci Mukiltep, WA 98275 (425) 745-5872 Oryco Survey Larry Sµrgent 12714 Valley /l,venu,i Eas\ ~umner, WA 9839Q (f53) 8;>603QO = ~o· id pO \'fET !pETE!,TION POND TRACT AREA WITHIN TfACT 19 100 /\REA WITHIN 100 YEAR WATER SURFACE /\REA WITHIN TRACT & OUTSIDE 100 YEAR WATER S\JRFA~E E 26,257 SF 14,422 SF 11.~35 SF -~-·-------, CC', u ---G- SASIS Clf SURVEY w (J) w ~ ~ p 1 :Ji6TH ~T - THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORD OF SURVEY. AFN 9508099008, KING COUNTY, WASHINGTON. BASIS OF BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY, AFN 9508099008, ROTATED -0"18'49" REFERENCE SURVEYS PLAT ·OF CAROLWOOD, AFN 7908280585 PLAT .OF ROSE GAROENS. AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORO OF SURVEY, AFN 9508099008 VERTICAL OATUM KING COUNTY SURVEY CONTROL POINT #RENT2!05 ELEVATION 466.87 EQUIPMENT USED TOPCON GTS 38 TOTAL STATION & HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST' QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST GUARTER OF SECTION 14, TOW/'-iSHIP 23 NORTf\ RANGE 5 EAST, W. M. DESCRIBED AS FOLLOWS: BEGINNmG AT THE NORTHEAST CORNER OF SAIC SOUTHEAST QUARTER OF THE NORTHWEST QUARTEFI OF THE SOUTHEAST QUARTER; TrENCE SOUTH 00 "25 '2:1." WEST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF 11-iE NORTHWEST QUARTER OF Tl-E' SOUTHEAST QUARTER. :135 .66 FEET TO THE TRUE POINT OF BEGINNING; THSNCE NORTH 88 •075e~ WEST Pft,PAL.LEL WITH THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST GUAATER OF THE SOUTHEAST QUARTER, 653 .60 FEET, MORE OR LESS, TO THE hEST LINE OF SAID SOUTHEAST QUARTER OF THE Na=lTHWEST QUARTER OF THE SOUTHEAST GUAATER: THENCE SOUTH 00 "27 ' 05 ~ WEST ALONG lr!E WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267 .00 FEET; THENCE SOUTH 88' 07' 58" EAST PARALLEL WITH SAID NORTH LINE 653.72 FEET. MORE OR LESS, TO THE EAST LI~ OF THE SOUTHEAST QUARTER OF T!-E NORTHWEST QUARTER OF THE SOUTI-EAST QUARTER; TI-lENCE NORTH oa • 25' 21" EAST, ALONG TIE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. 267 FEET TO THE TRUE PO!NT OF BEGINNING. EXCEPT COUNTY ROAD ( 160TI-l AVENUE SOUTI-IEAST) SITUATE IN THE COUNTY OF KING, STATE OF 'f!ASHINGTON. LE[GENQ-P~OPOpED MONUMeNT F"OUNp Tf-jlS SURVE:Y WA T(R Mf_'TER M WATS:R VALVE FOUND PROPERTY CQRNrn AS INDICATEp SET REBAR ~ CAP L$# 6228 SET PK & l'AG LS# 13228 ELECTRtr, MEFER . POWER POLE UTILITY j0 0U; GU1 AN¢HOR ~.H.FIRE HYD/?ANT Ir'" ~; T~~N6~[ BLOCKING 0 PHONE OR <;ABL~ PEpESTAL C-J FIR~ HYDRAilT • fA TCH 8,/ISIN 411 MANHOLE • PLEANOUT fl, WATER VALVO: [ fAP 'f2i WATER r,,tETER 1!ll CATCH j3ASIN OR INL[:T '@r GA$ METER fROPERT1 LINE (PROPOSED) ~OT /.IN[ (PRQPOSED) DEf,IDUOUS ."S DESCRIBEQ OV~R HEAD ELEQTRIC LINES -,,----EDCE OF PAVEMENT -x--CH/\IN LINK OR WIRE FENr,E ----,1-wqoo tENCj:: : · -W-W,l>(rERLjNE . -s.r~ STQRM 'DRAIN TTT777T7711 BUl.!_DINOS )--, ·-( CU\.VERT ---,15,_ COIHO~R LINE EXISTING LOT LINE/ROW 1. BUILDINGS MARKED WITH AN* WILL BE DEMOLISHED. SCA E: 1.'=50 DAT : 5/15/03 PREPAREO FO~: DRYCO TOROGR.APHY BY GE()RGE W. : DRYSDAlE, DRYCO P LS. Su,rveying & Mappil).g 12714 VALLEY AVENUE EAST c,UMl'jER, WASHINGTON 913390 (253) ~26-9300 FAX (253) 826-9703 NICHOLS PLACE 23 LOT R-4 PLAT WITH TRANSFER OF DEVELOPMENT CREDITS \J.S. · LAND D VE~OPMrENT AS OCIATES P.O. BOX 2 200, SEATTLE WA 98122-0200 RAWN BY: MJR fEVIS~D: CENTU'RION OE EL PMEN1~ SERV CES 22617 ~ 8TH DR. SE., BOTHELL, WA $8021 (425 4$6-2563 OFF. (425 48 -3273 F./IX SHEE;T 1 PF 1 l.UA-08-(40· Site area (in square feet) is 1ne grass horizonlal wea of !he projec:I site, I. Site /\i'ea (K.C.C. 21A.06.1172): Site area (in square feet) is tl1e gross hor:zontal prea of the project site, less s11bmerBed lan1ls a, defined l'Y K.C,C. 211\.06.1265, and less arells whiqh are required to be dedicated on the perlm~ter pi I prcyje(I site fpr P\lollc right,-of-way. o square feet in submerged land (any lanil belo•11 the or;1inary high w.ter m1rk ----• see K.Q.C, 21A.06.8s5.) , __ p ___ squa,e feet in perimeter riiJhls-of,way wj11cl1 w,11 be renu1red to be dr,drcat~d (ares 30 fe~t from ienter line oi roadi • o Total ---.----------,..-~ Calculation: II. Iii>/,,, 'l~S Gross ho[izontal area of the pro1~cl site o Tata! submergect lands and rightr-of-wqy ~~ . //,,/,,, 91,,5 Site area in squ,re fee1 NOTg: To conti11ue ca1culaliops, co1vert site a1ea in square feet to acres by dlviqing py 43,560 3 . Bz. Site area in acr~s B,,,se Density (K.C.C. 21A.12.0~0 -.04Q tables) The base density is delerminod by the zone designation(s) ior the fol. 11 du/acre Ill. Allowable Dwelling Units and Rounding (l<,c.a. 21A.12.070): The base number of dwellicg units is calcplaled by multiplying the site area by jhe 11ase density in dwelling unil/l Aer acre (from K.C c. 21A.12.031J · .040 tsbles). 3.Bz ,.itqrea in acres (see Sectilln I.) X __ 1 __ base densily (see ~,eclionU.) , /6.ZfL .. allowable dwelling unit; When calculations result in a fraction, the fraction is rounded to the nea1r,sl whple nufllber as followc: 1. Fractions of .50 or above shall b~ rounqed up; a~d 2. Frac]ions below .50 shall be rourided down. IV. Req11ired On-site Recreation Spece (K.C.C. 21 A.14:180): This section must be compluted of)ly if the proposal is a residential devEJ!opment of more than four cjwe!l!l1Q uni(s iJl t/1e UR and R zones, stand-alono townhouses in the NB zone on properly designajed Commercial Ou;~ide of renter If more than four units, or any mixed use development if more tnan four units, R~creatipn spar,e must ba cop1puteq' by multiplying !he recreation space requirement per unit type by the proposed number of such dwelling units (l<.C.C. 21A.14. 180). NOTE: King County has the discretion to accept a fee in 1:eu of a!! or a iortion of the n,quire1 recre~lion space perK.C.C. 21A.14.185 Apartments and townhouses developed at a density greater than eight ynits per acre-, and mixed usp mus~ providfl recreational space as follows: 90 square feet X proposed n~mber ~1f studip and qne beqroom ~nits 130 square feet X proposed rn,1mber ~1f two qedrool'll units 170 sc:;Jare fBct X proposed nvmbcr l!lf !hre~ or more bedrpom ur.iits ___ Recmation 6pace fequir,1ment :: Residential subdivisions and townhouses developed at a density of eight units pr less per ac{e mus,. µroviqe rec!'Ejational space as follows· 8,1'10 $1" 390 square feet X pmposE1 numb13r of urits :: ---- Mobile home parks shall provide recreational space as follows: 260 square feet X p1ioposeQ number of units :: ---- 1/. Net Buildable Area (K.C.C. 21A06,797): Thls section is used for computing minimum density and must be compl13ted only if th~ site ig locate,d in tht R-4 t~rough R-48 zones and designated Urban by tne King County Comprehensive Plan. Ti1e net 1,uildaqle area is the site ar9a (sae Section I.) less 1118 followin8 areas: Caiculation: 1/1. __ o __ areas within a project site ',;1hich are req~ired to be decjicated for public rights-of"w~y ln excess of sixty feet (60') of widlh + o sensitive areas and their buffers; to the extent they arn required Oy f<ing County to rema)n undevelop13d + 2r.., t.'57 areas required for above ground stormwater qintrol fpcil:tie~ includjng, bUi no! lirr1ited tq retentron/detention ponds, biofi\tration swale& and s~tback~ from ~uch pqnds arid swal~s + '-/, '/$5 areas required by King County to be dedtcateq or reserved.son-site recreation µreas peducl area within stormwaler control facility \f requ~s!ing 1·pcreation spaqe credjt as allpwed Qy KCC 21A.14.180. (see Section IV.) + --~o __ regional utility corridots, and + __ o ___ other areas, excluding setbacks, requi1·~d by King County to remai~ unda 1telopecj = . }o,~</Z. Total reductions /1,h, 'i/6 site area in squqre feel (see Section 11 3<>, 1llZ. Total r9duct:o11s = /3~; 72,3-net build able $rea in squar~ feet NOTE: convert site ar~a in .square fee: io acres py dividing by 43,560 = 3 , J 16 pet buijdable {lrea in 'acres Minimum Urban Residential Density (K.C.C. 21A.12,060) The minimum density mquiroment applies only to the R-4 lhrouuh R-48 zone$. Mlni~1um df)nsiiy i~ deterrpined ~y multiplyin,J the base density in dwelling units per acre (sea Section 11.) by the net builgable area oi lite site in acre:, (see Section\/.) and then mu:tiplying the resulting product by the minimum d~nsity percentage from the K.C.C. 21A.12.030 table. The minimum density requirements may be phased or waived by King Cpunty in certain case,. See K,C.C. 21A.12.060 Caiculation: J./ base density in dulac (see Section 11.) X ~•Ir G netbuildajile area in acres (sev Section V.) = .. --11.:.!:&..-X minimum density% set forth in K.C.C. 21A.12.030 or as ect1uste1I in Section VII. = II>, '51 minirnum dwelling units required NICHOLS PLACE PRELIMINARY PLAT 1/4 $14-T23N~R5£ SE VIII MaximUin-DweUing Units Allowed (KC C 21A 12 030-040)~ This section should be completed only if the proposal includes application of residential density incentives (K.C.C. 21 A.34) or transfer of der1sity credit {K.C.C. 21A.36 or 21A.55). Maximum density is calcula1ed by adding the bonus or transfer units authorized to the base units calculated iri Section IJI. of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II.) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through 1ransfer of density credit is 150 percent of the base density (see Section 11.J of the underlying zoning of the development. ___ 70 base density in dwelling units per acre (see Section II.) X 160"10 O maximum density 0 maximum density in dwelling units per acre X 3.8215106 site area in ac~6~ o maximum dwelling units allowed utilizing density incentives (K.C.C. 21A.34) ____ O base density in dwelling units per acre (see Section H.J X 200?'p O maximum density --,--~O maximum density in dwelling units per acre X 3.82 site area in ac~it:!. O maximum dwelling units allowed utilizing density incentives with 100%, affordable units (K.C.C. 21A.34) 4 base density in dwelling units per acre (see Section IL) X 150% :::::-6 maximum density ---7 ---·~ maximum density in dwelHng units per acre X 3.8215106 site area in ac!i!e'S.:: 22.92906336 rnaxirnurn dwelling units allowed utilizing density transfers (K.C.C. 21A.36 or 21A.55) Calculation: ------~175 base allowable dwelling units calculated in Section Ill + 0 bonus units authorized by K.C.C. 21 A.34 + 8 transfer units authorized by K.C.C. 21A.36 or 21A.55 _____ 11_ total dwelling units (cannot exceed maximums calculated above) APPLICANT: PROJECT MANAGEI< SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMB~R OP LOT$: SFD: TOWNHOUSE: ZONING: CURRENT: PROPOS~D: PROPOpED USE: S~WAGE DISfOSA~: WATER SYSTElvl: SCHOO~ DISTRICT: FIRE DI\HRICT: TUEPHONE SERVICE: POWER NATURAL GAS: CABLE TV: U S Land Developrnent Associates Howar\l Sian,bury/(vlicha~l Utt P.O Bpx 22200 Seattle. WA 98122-0200 (206) ?26-1445 (:enturlon Developr11enl Service, Michael J. Romano 22617,Sth Or. SE. ®othell, WA 1)8021 (425) 486-25!)3 SE 114 S14-T23N-R5E 4.00 23 0 R-~ $1NGLE FAMILY RESIDENTIAL CITY OF RENTON KING COUNTY WATER PISTRICT #~O RENT0NitS$AQUAH KING COUNTY FIRE DIS.TRICT #25 QWEST PUGET SOUND EIIERGY PUGET SOUND ENERGY COMCAST ENGINEER: SURV\:YOR: ~aozous Engjneeri~g, P.S. Robert Parrow 13428-i5th Ci Mukilteo, WA 98275 (425) 745.53n Qryco Survey Larry Sprgent 12714 Valley /\venue Eas( Sumner, WA 98390 (f53) 8~6-03QO 3 100 [!_(..(...ZIA I'-/ 1'(0 i'.Z.e:Vv'-u.:h,~o T<v-< .. J D 4 ; « so .s 't/~r f-.;) l<>, ).,5 l ~\) /'.,-) \VET /DETENTION POND TRACT I 1 , , AREA WITHIN TRACT ' . AREA WITHIN 100 YEAR WATER SURFACE AREA WITHIN TRACT & OUTSIDE 100 YEAR WATER SURFACE 26,257 SF 14,422 SF 11.~35 SF -------·----------------- LE9END-EX1j,TIN(l \ w (/) w ~ ~ p 1:jl6TH ST sj- ~ SE 12 TH ST ~IT V,ICl~IT]f ty)AfP GASIS 01' SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORD OF SURVEY, AFN 9508099008, KING COUNTY. WASHINGTON. BASIS OF BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY, AFN 9508099008. ROTATED -0'18'49" REFERENCE SURVEYS PLAT OF CAROLWOOO, AFN 7908260585 PL'AT .OF ROSE GARDENS, AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES. AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORD OF SURVEY, AFN 9508099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT #RENT2105 ELEVATION 468.87 EQUIPMENT USED TOPCON GTS 38 TOTAL STATION & HP-48GX DATA COLLECIOA PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPJIQN THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 1.:1, TOWNSHIP 23 NORTH. RANGE 5 EAST, W. M ., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE NORTHWEST GUARTEFl OF THE SOUTHE:AST QUARTER; TI-ENCE SOUTH 00 -'25 '21" WEST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF w (J) TI-E SOUTHEAST GUARTER. 135 .66 FEET TO THE TRUE POINT OF BEGINNrnG: THENCF NORTH 88 "07'58" WEST PARALLEL WITH THE NORTH LmE: OF SAID SOUTHEAST QUARTER OF TI-iE. NOFHHWE3T QUARTER OF THE SOUTHEAST QUARTER, 653 .60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF TliE Na=ITHWEST QUARTER OF THE SOUTHEAST GUARTER: THENCE SOUTH 00 "27' 05" WEST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST GUAATER, 267 ,00 FEET: THENCE SOUTH 88 • 07' 58" EAST PARALLEL WITH SAID NORTH LINE 653.72 FEET, MORE OR LESS, TO TI-iE EAST LI/\E OF THE SOUTHEAST QUARTER OF TI-£ NORTHWEST QUARTER OF THE SOJTHEAST QUARTER; THENCE NORTH oo· 25' 21" EAST. ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. 267 FEET TO THE TRUE POmT OF BEGINNING. EXCEPT COUNTY ROAD { 160TH AVENUE SOUTHEAST) SITUATE IN THE COI.J',,4TY OF l(ING, STATE: or WASHINGTON. 9 MO!WMgNT FOUNp Tl-jlS SURVE:;Y LqG[NQ-PflOPQ/>ED "' WA Tt;R Mf"T[R M WATE[R V,ALV[ 0 FOUND PROPERTY CORNER AS INDICATEp i., SET REBAR i3' CAP Lfi# 6_228 ,t SET PK & ·rAG LS# !,228 £ ELECTRIC M~TER . Sir BqO ~ ~ i:!i f:l .-, $ C\ POWER POLE -o-UTILITY POL~ ~.Hf1R£ HYDRANT tt"' WA TSR Tiff · W/ <;ONG. BLOCKING -GU'( AN(::HOi1 R CATCH B,AS/N 181 PHONE DR f;:ABLf. PEpESTAL a+ '-'i FIRE HYDRANT 9 f,IANHOL[ . • CLEANOUT & WATER \IALVli [ CAP ST M' WATER f,IETER !i!I CA.]'CH l3A.SIN OR INLf::T © GA$ ME:TER : f'ROPERT'( LINE (PROPOSED) ~OT pNE (PROPOSED) ~-w----- -$D- DEPDUOUS AS QESCRIBE[) OV~R HEAD ELECTRIC LINES ED~E OF PAVEMfNT . CH(\IN LINK OR WIRE FENl;E WQOD rENC~ · W/>(rERL/NE ST()RM DRAIN 1111T1T11··1, BUILDINGS ) .~~c CUL.VERT co,,TOWR LlljE NOT~S: EXISTING LOT LINE/RPW 1. BUILDINGS MARKED WITH AN * WILL BE DEMOLISHED. . . SCA E: 1,'=50 DAT_: 5/15/3 PREPAREO FOR: NICHOLS TOROGRAPHY BY GEQRGE W. DRYSDALE, P ,L.S. DRYCO Su,rveying & Mapping 12714 VALLE'( AVENUE EAST cjUMl'jER, WAcjHINGTON 9/3390 (253) ~26-9300 FAX (253) 826-9703 PLACE 23 LOT R-4 PLAT WITH TRANSFER OF DEVELOPMENT CREDITS PRAWN BY; MJR REYIS~D: [J.S. LAND D VE~OPM!ENT · ASc!OCIATES P.O. BOX 2 200 SEAITLE WA 98122-0200 CENTURION OE. ELQPMEN1" SE[{V CES 22617 , 8TH DR. SE., BOTHELL, WA ~8021 (425) 4$6-2563 c)FF. 103P00]_5 lUA-o&-f 4 o K.C. D.D.f..S. ~ m " E "' X LLl 0, C .:: cu <D :c >, -" 0 u =, <D 0 "= z .2: C) .n "' :c E "' 0, L;j <D <D C ""' cc ;;:; ~H Rl:CrPfACLr 17Y PACIFIC OUWOOR PROt7UCf5 MOt7rL Wf-24 OR APPRO\lrt7 51MILAR. 5PLlf RAJL Ft'NCI:' 4' Hf. 5PLlr RAIL Fl:'NCr. 51:'t: ----------------- Dl:'f AIL , -f-/ -7 6 ' ----,, IN-c:iROUND PICNIC fABLI:' 13Y PACIFIC.------------ OUfDOOR PROt7UCf5 MODf:L Pf-59 OR APPROVl:'D 51MILAR.I fOfAL IN-c:iROUND BENCH 13Y PACIFIC -.--:-------ijJ~~ OUfDOOR PRODUCf5 MODEL i?P-20 OR APPROVf:D 51MIL.AR. 2 fOfAL .. . 0' Wlt7fH CONCl<rfl:' PArH CONCRE:11 OR A5PHAL f 5PORf COURf. -----tr-.--00-:-, 04'x24' : u ... u .. 6' Hf BLACK VINYL-COAft'DCHAJN -------t•·,-,...~--\ LINK frNCf: • 13A5KEWALL 5fAJNDARt7 MOt71:'L Br01-----. , BY PACIFIC 0Uft700R PR017LICf5 OR :1::,,,..;..;:;;.:=...i..,,, APPROVrt7 51MILAR ROCKl:'R 13Y PACIFIC 0Uft700R ~ PR017UC f5 WHAL!': ANl7 fROc:i C 2 l:'ACH) PLAY 5fRUCfURI:' BY PACIFIC OUWOOR---- PR017UCf5 M0t7f:L W5-016 OR APPROVf:t7 51MILAR 6' Hf BLACK VINYL-COAfl:'17 CHAJN -~ LNK frNCf:. -t-/ -60' d ,, ..! ,, ' .. • .. -.. - LOT 23 • .. flM17f:R f:Dc:ilNc:i. 51:'f: Df:f AIL fHl5 5Hf:rf. 6' Hf Cf:17AR l'f:NCf::. 51:'f: t71:'f AIL fHl5 5Hf:f:f. -t-I -90' SE 1 '4, SEC. 14, TWP. 23 N., RGE 5 E, W.M 0 I WIDfH fYPI:' Ill LANDXAPINc:i PROVIDl:'D 139th 0 TR££T 5-i'ORMWArfR l:'NrRY 0 10 20 40 fP~Cf5 t7 C RfCRfAflON) anJ f C Sf ORMWAffR) lANt75CAPf Pl AN NClZll-iCD SC/ILt PLANf 5CHft:7Ulf 150fANICl'l, NAMf COMMON NAME: OIY '.;lzf 11:IMRK5 fRf:l:'5 Pyrus callm1ana 'Redsplre' flaNerlr<J Pear 0 1.10" cal full / Makhlr<J ® 15etula Jacq,emmtll Jacq,emontl i51rch 6 1.10" cal full / Match1nq 'fhuJa pilcal:a West.em Red Cedar 8 min, 0' ht Pull / Matchlr<J 5HRUB5 Ill , , .-,, Mlf leetcal!f.qnlca Pacific Wax MyrtJe 15 0 qal Full / Matchlr<J @) :·::,t~r;;;)~l~iFera Redtwlq IJ<Xlwood 26 ;( cial Full / Matchir<J ©--Pdystlchum munll:um 5word fem 29 I '!"I Pull / Match1r,:;i ® -lum Ore~ Cirape 1 2qal Full / Makh1r<J @) fverqreen Huc~ebem1 11 2qal full / Makhir,:;i m GRASS SEED MIX EZJ -_-_-_-.. _-.. _ LOW-CROWING TURF SEED MIX % WEIGHT %PURITY % GERM/NA 170N ........ DWARF TALL FESCUE {SEVERAL FESTUCA ARUNOINACEA VAR. VARIETYS) 45 98 90 DWARF PERENNIAL RYE i!ARCLA Y) JO 98 90 LOLIUM PERREN£ VAR. l'IRCLA Y RED FESCUE 20 98 90 FESTUCA RUBRA COLONIAL BENTCRASS 5 98 90 ACROST!S TENUIS ---·----- FINISH GRADE LAWN OR '\ SIDEWALK , - 4" X 8" PRESSURE- TREATED TIMBER 18" NO. 4 REBAR 48" o.c. 4" 1-:i~3/4" I z ~ = OJ :'i =-,J = SLOPE-~ DEWITf WEED BARRIER THROUGHOUT 3/4" MINUS DRAINROCK 4" PERF. ADS PIPE. DAYLIGHT PIPE AT WETLAND, C.B., OR DRAINAGE SWALE. OTHERWISE PRpVIDE QRYWEL~ MIN. 24' X 24' X 24 DEEP. CENTERLINE I +MIN. 8" "FIBAR" 1 FIBRE, COMPACl =-71 au, ~ ' JS,,.?,; ~ N z " )J;;. ~ :'i It w MIN. TIMBER EDGING DET.AIL NOT TO SCALE CHAMFER TOP OF POST---~ 8'-0" Ge FOUR SIDES WOOD ED 45 DEGREES TO A DEPTH I TO A DEPTH OF 1" ON ALL 4 X 4" PRESSURE---~Jmcr.'1mi'1r.rrr1CS1ttTITTTrT7VTli\\llJl1l'@lf\11ZWJ?lITT1i'!wlnf11ni"11Jl7mTi11/ffif\l17,r,rm-_,_,.;,_-+ TREATED FIR POSTS I SPACED 8' O.C. 1' X 4' X 5'-8" ROUGH SAWN---t'iflll CEDAR SLATS 2 X 4" PRESSURE TREATED--~ FIR RAILS, SPACED 2'-4' O.C. PITCH SURFACE TO DRAIN FINISHED GRADE---._ 1~~COMPACTED GRANULAR SUB-BASE 12" Ml~. CfDAR 51aHf-OB5CURRINa ffNCf NOT TO SCALE ' 0 I <!) NOTES: , PARK FURNllVR[ AND PLAY STRUClVRES SHALL 8[ INSTALLED PER MANUFACTVRER'S SPECIF/CA 170NS. PLAY STRUCTURE SHALL COMPLY WITH /P[MA (ASTM) S!ANDAROS AND CPSC STAfDAROS. MINIMUM SAFETY ZONE STANDARD FOR CONfROLIED PLAY FEATURES IS 6. NON-CONTROLLED FEATVRES (e,!7-SLIDES) HAVE ADDITIONAL CRITERIA. INSTALLA170N SHALL PROVIDE NO LESS THAN 12 GREATER SAFETY ZONE THAN MINIMUM STANDARDS. , THIS PLAN SPECIFIES PAR17CULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH MINIMUM ACCEPTABLE DESIGN AL TERNA TE STRUCTURES ANO PROTECllON SHALL, AT A MINIMUM, BE OF COMPARABLE FEATURES, ACE, AND SAFETY STANDARDS. , /RR/CA 170N SYSTEM TO BE PROVIDED BY SEPARATE DESIGN BUILD CONTRACT. PRUNE DAMAGED TWIGS AFTER PLAN11NG~---------- PLACE IN VERT. POSlllON: DOUBLE LEADERS WILL 8£ REJECTED --~ NOTE: o STAKING ON 'i!S NEEDED BASIS" PER NOTES; ALL GUYS TO 8£ FLEXIBLE o KEEP ROOTBALL MOIST ANO PROTECTED AT ALL llMES o HOLD CROWIV OF ROOTBALL AT OR JUST ABOV[ FINISHED GRADE o PROTECT TRUNK ANO LIMBS FROM INJURY o BACKF!il TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPAC170N o REMOVE ALL WRAP, 17[S & CONTAINERS, REGARDLESS OF MATERIAL (2) 2x2 O.F. STAKES, PLUMB (1 1/2'' DIA. X 70' SCH 40 CALV. PIPE AT STREETS) WITH ELASllC CHAIN-LOCK TYPE OR RUBl'ER CU YS 17£0 IN FIGURE EICH T; ~ , KING COUNTY DEVELOPMENT STANDARDS-DESIGN REQUIREMENTS CHAPTER 2/A.14./80 REMOVE AFTER ONE CROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLA170N --, 11,,___.,tt--1! REMOV[ 4 T COMPL£170N OF PLAN11NC ~ ,--,,.~VJ RECREA170N AREA FAC/Ll17ES MINIMUM ITEMS REQUIRED ITEMS PROPOSED 5 TO 25 UNITS I REC. FACILITY/ I REC. FACILITY/ I TOT LOT I TOT LO!/ TURF PL,1N17NC; PROl10£ 3'¢ "NO CRASS" TR££ RING & J" DEEP I. REQUIRED OPEN SPACE: MULCH IN WELL MULCH: 1/2" -/" SIZE HOLD BACK FROM TRUNK 8" TO 10' REQUIRED OPEN SPACE/LO[-PER KING COUNTY ZONING CODE llllE 21A./4. 180 FINISHED GRADE NUMBER OF LOTS x REQUIRED OPEN SPACE/LOT -SQUARE FEET OF REQUIRED OPEN SPACE 23 x 390 -8,970 SQUARE FEET PREPARE PLAN17NC 8£0 PER SPEC'S; AT MIN, LOOSEN ANO MIX . .·, SOIL TO 78" OR 0£P11f OF ROOTBALL ANO 4 17M£S BALL DIA. 7·· . REMOVE .ALL WRAP, 17£S. ANO CONTAINERS -------- SCORE ROOTBALL ANO WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVA170N 4,500 S.F. IS BEING PROVIDED 4,485 S.F. CREDIT PER 2/A.14.180 (F) (I) SET BALI ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL P£NETRA110N TO SUBBASE (+) 12"-----------~ (2) 2x2 D.F. STAKES,· 17£ AT APPROX. 1/3 TO 1/2 HEIGHT~-~~ Of TREE WITH FLEXIBLE RUBBER 17[ IN FIGURE {ICHT ' i !f? PATTERN. STAKES AND TREE PLUMB ,.! J\k /' J" DEEP SAUCER FOR WATER ;J; .f NOT TO SCALE J' MIN DEPTH OF MULCH (BARK) j f.lwJ REMOVE ALL TIES, WRAP & CONTAINERS. FREE . ,.,.,, ,1/.r~ """- PERIMETER ROOTS FROM NURSERY BALL .,~ I\. W° KING COUNTY LANDSCAPE PLAN APPROVED EXCAVATE TREE PIT AT A MIN. OF 4 17MEs·-~ DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRAD£ TO f/NISH GRADE ~ 1;>_,.W6=t --s11g;o::; DATE PIT SPOILS, NURSERY BALL WASTE BACKFILL -~ . . . SET BALL ON UNDISTURBED SUBCRADE, =~::::::;;==~~~ OR COMPACTED SOIL o LICHT FER17LIZER OV[R PLAN11NC BED AFTER BACKFILL ONLY,· NO FER11LIZER IN PLAN17NC PIT. -/ o WORK PERIMETER ROOTS FR££ OF NURSERY BALL & SPREAD OVER EXCA VA TEO PIT. BALL & PIT TO BE COURSEL Y SCARIFIED. ~--------------- KING COUNTY RECREATION PLAN APPROVED NOT TO SCALE • "' =-t;,-~,S::-l)~bJ ti 1?/u~ .. DATE lAND5CAPf N01t5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEtviSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRATOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GfWUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON T:!E LANDSCAl 0 E PLAN 1'\ND MINIMUM PLANTING DISTN'CES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /1 o" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. NEW LAWN AND BED AREAS AS SHOWN ON THE PLANS SHALL RECEIVE A MINIMUM OF 2" DEPTH ROTOTILLED INTO THE TOP 6" OF SOIL THEN AN ADDITIONAL 4" TOPSOIL SHALL BE SPREAD IN SAME AREAS 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO MN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES. SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE Af~CHITECT OR OWNER. 11. CONTRACTOR TO PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL. 10'-o" "" ~ &:! ~ "' "" :'ii ~ VJ .~ /APPROXIMATELY 6 x 6" SPLIT CEDAR POST / APPROXIMATELY 2 x 6" SPLIT CEDAR RAILS NOTE: CHAIN LINK FENCE ON THE EAST BOUNDARY OF RECREATION TRACT @i@@&DW&fnl AUc; 1 7 2005 t!2J l(JNG COUNTY z " / PITCH SURFACE TO DRAIN /FINISHED ELEVATION : 11 fu1 I 1ml I 1ffi!!='ffi!-- '. :'.: ;, ,: " _,.. CONCRETE FOOTING ';,- N .•. ' .. ~ :·:.:·:/11 ji'~BACKFILL WITH NATIVE SOIL ~=====m·m· ~·f---COMPACTED GRANULAR SUB-BASE J J 12" MIN, SPLIT RAIL FENCE DETAIL NOT TO SCALE CRAMER DESIGN CONSULT ANTS LANDSCAPE ARCl--!ITECT \'30'3 242nd STREET SE 60Tl--!ELL, WA '38021 42!:?-241-02!78 • NOTE: CONTOUR, BOUNDARY AND TOPOGRAPHIC INFORMA 170N SHOWN HEREON BASED ON TOPOGRAPHIC SURVEY PROl1DED BY BARCHAUSEN CONSULllNC ENGINEERS, INC. BOUNDARY VERIFIED BY CORE DESIGN LL( 0 ING COUNTY D.D.E.S. REVIEW ENGINEER SENIOR ENC/NEER JAMES H. SANDERS, P.E. DE'IELOPMENT ENGINEER COMMENTS:· COMPlEllON OA ![ COMPLEIION DA IE APPROVAl OA IE (:) <'> z 'O ~ R: :,... -.,, 0 0 "' UJ -"' 1t ~ .,, ::,. ~-"' "' " ~ " ~ .2 ~ :::i .~ tf V) £ is ~ "' l ~ ~ Q) lei (:) -~ "' -z 4 ~ "' :::: l() --~ "' z "' " z <t: _, <>. (:) ::z: "' UJ UJ ::z: -(:) ::z: UJ I :,,. j ~ ~ :,,. I C, :,,. ~ C'\j ~ :,,. >.. ~ ~ f;'} I 0. I!! (5 ! ~ < 0:: 11. C C C < SHEET OF 1 1 PRC>.ECi NUMBER -' - I ' I; " :; / I 'i ' l ' ,, ' : ------ i!{-----·-~---------- <f0 @--- 169· ,-.... __ \::'-' ---·----·-~-- -~0-,,_) [ ------ V I ) _J '",--.. ~'"/ ' A /\ -' , PA!?K FU!?N!!VRE ANO PLAY STRUCTURES SHALL BE INSTALLED PER MANUFACTURER'S SPECIF/CATIONS. PLAY ST!?UC!URE SHALL COMPLY WITH !PEMA (AS/M) STANDARDS AND CPSC STAI/DAROS. MINIMUM SAFETY ZOii[ S!ANDARD FOR CONT/?OLLEO PLAY FEATURES IS 6''. NON-CONTROLLED FEA TU!?ES (e.,9. SLIDES) HA VE ADDITIONAL C!?!TER!A. hVSTALLA T!ON SHALL Pl/OVID£ NO LESS THAN 12 GREA TEI? SAFETY ZONE THAN MINIMUM S!ANOARDS. * !HIS PLAN SPEC/RES PA!?TICULAR FURNISHINGS AND EQUIPMENT TO ESTABLISH MINIMUM ACCEPTABLE DESIGN. ALTERNATE SlRUC!U!IES ANO P!?OTECT!ON S!-IALL, AT A MINIMUM, BE OF COMPARABLE FEATURES, AGl; AND SAFETY STANDARDS. * !RR/GA T!ON SYSTEM TO BE PROVIDED BY SEPARATE DESIGN BUILD CONT!?ACT. * KINC COUNTY DEVELOPMENT STANDARDS-DESIGN REOU!!?DJEN/S Cf/APTER 2/A.14.180 RECREA T!ON AREA FACILITIES MINIMUM ITEMS REOU/1/EO ITEMS PROPOSED 5 TO 25 UNITS I REC. FACILITY/ I REC. FACILITY/ I TOT LOT I TOT LOT/ I. REQUIRED OPEN SPACE: REQUIRED OPEN SPACE/Wt PER KINC COUNTY ZONING CODE 11/lE 2/A.14.1/10 NUMBER OF LOTS x REQUIRED OPEii SPACE/LOT~ SQUARE FEET OF REQU/f/EO OPEN SPACE 23 x 390 ~ 8. 970 SQUARE FEET 1,500 s:f: JS BEING''' P.""'RO"'/'l""OE,nO' 4,485 S.F. CRW!T PER 2/A./4./80 (F) (I) (2) 2x2 D.F. STAl(ES,· TIE AT APPNOX !/3 TO. 1/;···'2 HEIGHT~ ~ OF TIil}.-WITfl FLEXIBLE RUBBER TIE IN F!GVRE EIGHT ' 'I lk:- PATTERN. STAKES AND TREE PLUMB __ y,I f V J" DlTP SAUCE!? FOi? WATER -.. -\n /',~, J" MIN. DEPTH OF MULCH (BARK) t 4 rJI I 1,vJ !?£t!OVE ALL TIES, WRAP & CONTAINl!/S. FRE[ '1'-&if' r ,,Si, ef,= I /J{rt'"""' ,~ PE!?!METER ROOTS Fl/OM NU!ISERY BALL .,,__,, .. 11 ,, EXCAVATE TREE PIT AT A MIN. or 4 TIMES "'N111" ,f' \l DIA. OF f/00 TB ALL AT BALL CENTER, TAPE!?!NG PIT \11 CRADE TO FINISH G!?ADE "\Ji),1:f! ,d ' 00. · ~ PIT SPOILS, NU/?SERY BALL WASTE BACKRLL ---------------~~··,! " ' ,' SET BALL ON U/IDISTURBEO SUOGRAOE, -----------~ i:::.J OR COMPACTED SOIL. }11'"-"'·-~ o LICHT FERTILIZE!/ OVER PLANTING BED AFTER BACKFILL -n----i ONL Y,· NO FE!?T!L!ZER Ill PLANT/NC PIT. ~ o WORK PERIMETER ROOTS FREE OF NURSE!?Y BALL & SP!?EAO OVER EXCAVATED PIT. BALL & PIT TO BE COURSEL Y SCARIFIED. I I -\ A PNUNE DAMAGED TU1GS AFTER PLANT/Mo------------~ PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED --~ NOTE: a STAKING ON '!IS NEEDED BASIS" PEN NO TES,-ALL CUYS TO BE FLEXIBLE o KEEP ROOTOALL MOIST AND P!?OTECTED AT ALL //MES o HOLD CROWN OF !?OOTBALL AT OR JUST ABOVE RN/SHED C!?AOE a P!?OTECT TRUNK ANO LIMBS F!?OM INJURY o OACKf7LL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION , o REMOVE ALL Wf/AP, TIES & CONTAINERS, REGA!?DLESS OF MA TER!AL. hi p[oc AT STREETS) WITH ELASTIC CHAIN-LOCK TYPE '"• (2) 2x2 D.F. STAKES, PLUMB (I 1/2" DIA. X 10' SCH 40 CALV. ~H1 OR !?UBOE!? GUYS TIED IN FIGURE EIGHT,· ~ /?[MOVE AFTE!? ONE CROWING SEASON --n-,v, PNOTECTIVE W!?APP!NG DUr?!NG SHIPMENT TO SITE & !NSTALLA T!ON ~JL--, SJ REMOVE AT COMPLETION OF PLANTING -· ;:; ~ TU!?F PLANTING,· PROVIDE Jf2/ "NO GRASS" TREE !?ING & J" DEEP o;; "' MULCH IN WELL. MULCH: 1/2" -/" SIZE "' ~ HOLD BACK Fr?OM TRUNK 8" TO 10" ~ f7N!SHED GRADE .·.";: ,,i" ·· Pf/EPA/IE PLANT/NC BED PER SPEC's,· AT MIN., LOOSEN AND M!X_fi;,i}; .-, SOIL TO /8" Or? DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. ~~·· . ¥~UY f/Elv/OVE ALL WRAP TIES. ANO CONTA!NEf/S -------- SCORE ROO!BALL AND WORK NURSERY SOIL AWAY F!?OM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE 01? COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (f) 12"------------~ fRACf5 DC Rr:CRl::AflON) and l:: C 5fOR/v\VVAfl::R) lANt75CAPr: PlAN 5CAlf Pl/\Nf 5CHf DUlf BOf/\:\JiC/{. i~N/'f P~rJ5 caller~ana I i(eds?ire 1 Bcb,ll'a jacct'JemorJii ;h1;Ja ?licaCa q..-jl~!!P,C.:. /, t .... vrv / J\/lwica ec:.1:ifcrnica Cc:TLb s-l.ol:::11:Fera P 0!1~5ticYum nnrcum J\/\t',}:cr.!a aq.iifoliL.;m \/acc:nium 011atum flowerir:q Pear I ., 1, !3' I ... :accyemc11c1 1rcn \/Ves-t.:;rn Red Cedar P ac.ific V\/m, ,\trtle Reckwio1 t7oo,wwd 5woro. fem Oreopn Llrape fv'.':ru,reen Hx~!ebcxr4 Qf Y 51Zi' ? 1.10 11 cal full/ 6 1.-17 11 cal full/ B rn1n, 0' ht full/ !) ;i oal ' fuil / 26 Z~al fol/ 29 I ~al Pull/ 1 2 o,ai Pull/ 17 2~a! full/ LOW--GROW!NC TURF S!:.TO /!IX % VIE/CH/" % PURITY % GERMINATION DWARF TALL FESCUE (SEVERAL FESTUCA A/?UND!NACEA VAr?. VARIETYS} 45 98 90 Dt!ARF PERE/IN/AL RYE (OARC!.A Y) JO 98 go LOL!ll!f Pf]/RENE VAR. /:JARCLA Y RED FESCUE 20 98 90 FESTUCA !?UBRA COLONIAL BENTG"f!ASS 5 98 90 ACr?OST!S TENU!S L, ( ' I Nta-ccninq J\!iaXhlh;i l\/1,:,:ilzhin:::i {•/1.alzhinc:i !vbtchi:"lcl tvialzhir~ /I ' I • i 12.i'C{:i'lll'¥1 i'v\aUJ,i10i FINISH GRADE LAWN OR SIDEWALK 4" X 8" PRESSURE- TREATED TlfABER 18" NO. 4 REBAR---- 48" o.c. CENTERLINE I = SLOPE--- =--~=-1 MI.N. 8" "FIBAR" WOOD -r-FIBRE, COMi 0 ACTED = -=1 DEWITT WEED ----+----cc=" BARRI ER THROUGH OUTf====·-~bi;-:;-;,;;;;==='=='==-:::"'" -.:_;t~l':_ >~\[)::. 3/4" MINUS DRAINROCK [/ , '. 0 • NZ -:;;e 4-" PERF. ADS PIPE. DAYLIGHT----+"-0 PIPE AT WETl..,/\.ND, C.B., OR ----~ DRAIN/,GE SWALE. OTHERWISE PRpVIDE DF,YWEL~ MIN. 24' X 24" X 24 DEEP. 6" -~ MIN. TIMBER EDGING DE-1 AIL NOT TO SCALE +---------~10~'-_o~" __________ \ _,,,,-APPROXIMATELY 6 x 6" SPLIT CEDAR POST io!'----+-if/ APPROXIMATELY 2 x_ 6" SPLIT CEDA,q RAILS LJ.~~. -~-3' ~.T-VIN_Y.L C-OA-:E-0 £BLI-C1<) CIIA-IN'. _-_ tB--::----~~-NOT[· CHAIN LINK FENG[ 0 I ., n -• I -1 --ON THE EAST BOUNDARY ,,. LINK FENCE. INSfALL HAIN LINK ON ' I OF RECREATION ll<ACT INSIDE OF FENCE /----~~----------=---=----_[ ·---.:: ... c:· )<, .. x )< ;x:·;x~1 ~~~ "'" • ·-•••• , .. ::c: .. :~""' ----,[' PITCH SURFACE TO mAIN ':,+ / N \ rFINISHEO ELEVATION -'h-·r--1' l ' ~! 1 . I ; :,: , [Cir1 ~~N'~J~~~;::T~:;----------------- N 11 1·: .. ,:., .. -'l(-r.-c-BACf<FILL WiTH ~JATIVE SO!L '~{,-------'.[;;:::c:;,Ji' COMPACTED GRANULAR SUB-BASE + .I-12" MIN. SPLIT RAIL FENCE DI-TAIL NOT TO SCALE lA~lt75Cr\Pf N011:5 ~= 1. CONTR1\CTOF, SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTEF,ED. CONTRACTOR IS TO l~ROMPTLY ADVISE OWNER OF ANY DISTURBED UTl:JTIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALi_ MAINTAIN AND WATER ALL PLANT MATERIAL For, 1 YEAR Oi, UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4-. CONTf,ATOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND GOVERS AND PLANT MATERIALS UTIL.IZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANGES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE F,ES1°0NS1BLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE Dl,AWlNGS. · 6. SUBGRADE IS TO BE WITHIN 1 /1 O" OF ONE FOOT AS PfWVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSH,UGTION MATERIAL AND ROCKS AND STICKS LAl,GER THAN 2" DIAMETER. 7. NEW LAWN AND BED AREAS AS SHOyYN ON THE PLANS SHALL RECEIVE A MlcllMUM OF 2" DEPTH ROTOTILLED INTO THE TOP 6' OF SOIL THEN AN ADDITIONAL 4" TOPSOIL SHALL GE SPf,EAD IN SAME AREAS 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUF;\CTURER'S SPECIFlGATIONS. 10. /\LL PI_.ANT M.I\TEI\IAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL_: ALL PLANT MATERIAL FURC'IISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF TI-IEIR SPECIES OF VARIETY 1\ND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WEL.L PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL Pl.ANTS SHALL BE HAl<DY UNDER CLIMATIG GONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND GOVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PL.ANTING PLAN. PLANTS TO lJE HEALTHY, VIGOROUS, WELL FOI.I/ITED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRlTIEN APPROVAL FROM LANDSGAPE ARGHITECT OR OWNER. 11. CONTRACTOR TO PFiOVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL. NOTE: CONTOUR, BOUNDAf/Y AND TOPOGRAPHIC INFO!?!v/A T!ON SHOfA\/ HEREON BASED ON TOPOG'/IAPH!C SURVEY PROVIDED BY BAI/Gf!AUSEN CONSULT/NC ENC!NEE!?S, INC. BOUNOA!?Y VE!?!F!ED BY CO!?E DESIGN i"' -\ "--· :·\ 1 JCJ,J 2 ' ' '."""U ,Ji, ···-r; . , : , __ ., ........ 1 ... \ •• J ; <ING COUNTY 0.0.E.S. REVIEW EN&IIIEER SENIOR EIIG/1/EER J!1M£S II. S1INDEf1S, P.E. DE'IELOPMENT ENC/NEER COUPL0/011 DA TE COMPLE/f0/1 DA fE APPi/OVAL DA IF ti~, ~~ l( ~ !.gJ cS: "' ') °' " " -.,-; 0 0 co 0 co * co °' .,-; ©' "' u .2 ..,. --2 >< "-O> J: ,E .s .£c °' ~ i, " t " "' 3: ~ z ©' .,-; -~ co > co " c1! " .,-; © "' co ..,. 0 ~fl <: (I ; I "/ (1 . ;' . . . ' I', -. i: I. :. () :z: >- u., > Cc ::, v-, () :z: -:z: :z: '( -.I o_ ,, / __ ...,./' I I i '•,Q ' I I I ' ' \ "> \ .. ··, ' I I I ' I '. ) .. -b \., __ _ '-...:...;:;:-......... ·-o---/ ·--., ,, 0 ' ' ' ' 1-J ...... '1 ! f\l: ./.W' 0 '··----------,, '>-----, ' (_ Dr--...__ /--L--___ , 1·~:::--~.,,,.--_ -·· ' .. D " ' . __ :~.r I \ \. ' I --------. """' ' I ---, v' -- \ -•' ) -- I I I I "l J:,:.4,, , , , , ,, I I ___ Jr., / "4\ l JI . '\ // I \ , , ·. t .. ;, \ " r • I : \ I I \ 200 1 :2,400 Interval 0.5 0 (.l . ,;~.:) ---...... ....... _. .. ... ___ ,_.,,. -,, ,"' \ I \ ,.---.... ____ ,, \ / •' ', .. , \ ... --,, ' ,._ ....... --\ ' I ' I \ ' \ '\ ,_ ' \ I .. ,, I \ / ' ' I I I I I , ,' I I , .).,,,:.,,; 400 I \ :1. 'I ' 1}i.« > . ... _ .... -- ' ', I '- I '--- \ , __ -, I \ ' ,_ ~ OJ C E "' X w = C ·c "' "-' :r: tuA-08-l~ or 1 Meter ) ) ---------------'-------_ __J Site area (in square feet) i~ the grass hori;rnntal flrea cf the project site, I. Site Area (K.C.C. 21A.06. 1172) Site area (in square feet) is the gross horizontal area of the proJeci site, less s11bmerQed lan(ls as d1afin1d )iy K.C,C. 2111.06.1265, and less aroas which are required to be dedicated on the perimeter of! projec: site fpr public right,-of-way. ___ ':_,___ squaie feet 1n submerged land t9ny lan11 below the orpinary /11gh w~ter m9rk -see K.Q.C, 21A.06.8l5.) 0 -----squa1e feet in µ1rimeter ri!lhis-of,way ,i1ich will be renuir1d lo be dtidicatQd (ares 30 !eij\ from ,enter line of road) a o Total --,----....-- Calculation: I bl,,, %5 Gross horizontal area of ttie p1·ojfct site o Total submerged lands and righti-of-wcw ~~~ ' f" fc:>1 <.J (i::, 5 Siie area in square feet NOTE;: Ta cqntii1Ue ca1cul~tiops, coqvert sit3 area in square feet to acres by dlviqing by 43,56Q 3. Bz. Site area in acres II. 8$Se Density (K.C.C. 21A.12.030-.04Q tables): The base density is determined by the zone designation(s) for the lot {; du/acre Ill. Allowable Dwelling Units and Roµnding w.c.o. 21A.12.070) The base number of dwelling units is calcµlated bY mul\iplying the site ai-ea by jhe base density in rJ11elling units ier acre (frw K.C.C. 21A.12.030 -.040 tables). 3. az. ,,ite area in acres (see Seclion L) X 6 base densily (see j;ection IL) -~-~ ' ' :; 2.z ~ 9 ~ allowable: dwe,\ing unit$ When calculations result in a fraction, the fraction is rounded to \he n~arest y,,h(1!e nurriber a~ follow~: \. Fractions ol .50 or abo•1e shall be rounded up; a1J 2. Fractions below .50 shall be rounded down. 1\/. flequired On-site Recreation Space (K.C.C. 21A.14.180): This section must be completed o~ly if the proposal is a residential devEtlopment of more than fo~r tjwellinQ unHs ip the UR and Rzones, stand-ulone townhouses in the NB zone on property dF,signa\ed Commerciil Outiide o! yenter ii more than four units, or any mixed use development if more than four units. Rf~Crealipn spai:e must be coinputeQ by multiplying the recreation space requirement per unit type by the proposf,d number of such dwelling units 11<-C.C. 21A 14. 1130). NOTE: Kin~ County has the discretion to accept a fee in l1~u of a:I or a µortion pf the rr~quire~ recrer.tion space perK.G.C 21A.14.185. Apartments and to'Nnhouses developed at a density greater than eight 4nits per acre, and mixed USf:-must providf. recreational space as fellows: 90 square feet X 130 square feet X 170 square feet X ----proposed number i,f studip and qne betjroom ,nits ----proposed nvmber ~1ftwo qedroom units ----proposed nvmber ~f thre~ or more bedrpom u~1ts ___ Recreation Bpace p.equir11111ent = Re.)idential subdivisions and lownhm1ses develoµerl at a density of eight. units pr less per ac~e must provicJ.,3 recr~ational space as follows: :190 square feet X ---~ propose9 numb1~r of u~its :: Mobile home parks shall provide recreational space as follows: 260 square feet X --~-proposeQ number of units :: V. Net Buildable Area (K.C.C. 21A.06,797): This section is csed for computing minimum density and must be compl~ted only ii tht, site ii locat1d in th, R-4 tl)l"ough R-48 zones and desigm;ted Urban by the King County Comprehensive plan. Tiw net !Juildal1le areg is Ifie -~ite ar~a (see. Section I.) less t11e following areas: Calculation: VI. ___ o __ areas within a project si!e 1~hich a1·e req4ired to be deqicated for public rigllfs-of-Wi1Y in e,cess of cixty feet (60') ol width + 0 sensitive areas and their buffers, to the extent they are requ\red by !\ing Oounty to remqin undevelop,3d + ;2 '-, t,-67 areas required for above ground storm~,-ater cµntrol f1icilitie~ includjng, bu\ not 1:rp,ted ta, ------retention/detention ponds, biofi\tration swalei and sf)lback~ from ~uch pqnds a~d swa!~s + 4. 'Is,;, areas required by l\ing County to be dedicated or reserved ?Son-site recreation µreas. peduct area within stormwater control 1acility if requQsting rfcreati~1n spa1e credit as allpwed Qy KCC 21A14. 180. (see Section IV.) + ___ o __ reg1onal utility corr:dors, and + ___ o ___ other areas, excluding setbacks, rnquirid by Kmg County ·o remain undeveloped = 3o,~</Z. Tolal reductions /We, 165 site area in squqre ieet (see Section !-1 w, 1,;z. Total r;ductions = /3~1 723,, net buildable ~rea in squar!:l feet NPTE: convert:3ite area in square feet to acres Jiy dividing by 43,560 = 3 , 111,, net buijdableiirea in acres Minimum Urban Residential Density (K-C.C. 21A. 12,060) The minimum density roquire!Tlent app:les only to tile R-4 through R-48 zones. Mini111um density i~ deter~1ined by multiplying the base density in dvielling units per acre (see Section II.) by the net bu:lqable aiea of ti1e site in acre:; (see Section V.) and then multiplying the resultin11 product by the minimum d~nsity perceniage from the K,C.C. 21A.12.030 table, Tile minimum density requirements may be phased or waived by Kfng Cpunty if) cerla(n case~. See 1\.C.C. 21A.12.060. Calculation: 6 base donslty in du/ac (see Section IL) X ::, , 11 c., ne\ buildaple area in acres (see Secli\in V_) = .~--1!).!f!?__ X minimum density% set forth in K.C.C. 21A.'12.030 or as <;Jdjus'.e\l in Se9tion VII. :: ~~ minimum dwelling units required Lot 7 ---------------- NICHOLS PLACE PRELIMINAR'Y PLAT SE 1/4 $14-1.23N~R5E APPLICANT PROJECT MANAGE[, SECTiON, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMB~R OF LOT$: ZQNING: SFD: TOWNHOUSE CURRENT: PROPOS~O: PROPO;)EO USE Sl::WAGE D1Sp0SA( WATER SYSTEM SCHOOf DISTRICT: FIRE 01$TRICT: TELEPHONE SERVICE: POWER: W,TURAL GAS: CABLE TV: V.S Land Development l\ssoci 01es Howar\l Stan~bury/Michael Utt PO Bpx 222DO Seattle. WA 98122-0200 (206) 726-1445 Centurion Developn1enl Service1; l\lichael J. Romano 22617-Sth Dr. SE. Bothell, WA P8D21 (425) 486-25p3 SE 1/4 S14-T23N-R5E 4.00 23 0 R-4 R-6 $1NGLE FAMILY RESID~NTIAL CITY OF RENTON KING COUNTY WATER OISTP.ICT #~O RENT0Nl1S$AQUAH KING COUNTY FIRE Dl~TRICT #25 QWEST PUGET SOUND ENERGY PUGET SOl!ND ENERGY COMCAST ENGll!EER: Maozo4s Engjneeri1g, P.S Robert J)arrow 13428-45th C\. Mukiltep, WA 98275 (425) 7 45-5812 SURV!:YOR: Qryco Survey Larry Sprgenl 12714 Valley (\venu,i Eas\ ~umnei, WA 98390 (;'.53) 826-D3QO YICT !pETE~TION POND TRACT '145. AREA WITHIN TRACT 26,257 SF AREA. WITHIN 100 YEAR WATER SURFACE 14,422 SF AREA WITHIN TfACT & OUTSIDE 100 YEAR WATER SURFACE 11,835 SF 0 LE<,END-EXlpTINq: w if) p 1 ;J16TH ST $E 12 TH ST IT BASIS OF' SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORD OF SURVEY, AFN 9508099008, KING COUNTY, 'aASHINGTON. BASIS OF BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY. AFN 9508099008, ROTATED -0"18'49" REFERENCE SURVEYS PLAT OF CAROLWOOO. AFN 7908280585 PLAT .OF ROSE GARDENS, AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORD OF SURVEY, AFN 9508099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT IRENT2105 aEVAT!ON 468.67 EQUIPMENT USED TOPCON GTS 38 TOTAL STATION & HP-48GX DATA COLLECTOR PROCEPURE USED FIELD TRAVEFISE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPTION THAT PORTION OF THE: SOUTHEAST QUARTER OF THE NORTHWEST QUARTER. OF THE SOUT1-IEAST QUARTER OF SECTION 14 TOWNSHIP 23 NORTH. RANGE 5 EAST, W. M .. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUAATE;R OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER: TI-€NCE SOUTH 00 •25 '21" WEST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF til ~ A= ~l ~- TI£ SOUTHEAST QUARTER. 135.66 FEET TO THE TRUE POINT OF BEGD-4NmG: 11-IENCE NORTH 88 •07 '58" Wl!ST PARALLEL WITH THE l',KJRTH Lil>IE OF SAID SOVTI-iEAST QUARTER OF THE NORTHWEST GUAATEA OF THE SOUTHEAST QUARTER, 653 .60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NCftTHWEST GUAATEA OF WE SOUTHEAST QUARTER; THENCE SOUTH 00 "27' 05" WEST ALONG THE WEST LJNE OF SAID SOUTHE:AST QUARTER OF -THE NORTHWEST QUARTER OF THE scuntAST QUARTER, 267.00 FEET; THENCE SOUTH es· 07' 58" EAST PARALLEL WITH SAID NORTH LINE 653.72 FEET, MORE OR LESS, TO THE EAST LI/'£ OF THE SOUTHEAST QUARTER OF TrE NORTHWEST QUARTER OF THE SOUTI-EAST QUARTER; TI--!ENCE NORTH 00 • 25' 2 i" EAST, ALONG Tl£ EAST LINE OF SAID SCUThEAST GUAATER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER. 267 FEET TO THE TRUE POINT OF BEG!NNING. EXCEPT COUNTY ROAD ( 160TH AVENUE SOUTHEAST) SITUATE IN THE COUNTY OF KING, STATE or WASHINGTON. MONUMENT FOUND TfjtS SURVE;Y FOUND PROPERTY CQRNEl1i AS INDICA.TEp SET REBAR ~ CAP Ll,# 6228 Lf,GENf.)-P~OPO/?ED Ill WA Tf;R MfTER M WA Tf[R VAL VE SET PK & TAG LS# l,228 ELECTRIC MffTER POWER POLE 1}l ~ p f1j '""I $ UTILl1Y POL~ }.H.FIRE HYD(?ANT It"' WA Tf;R Tiff W/ CONG: BLOCKING GU'( ANyHO~ t2'.J PH0NE DR GABL~: PEPESTAL <J FIRE HYDRAMT & WATER \/ALV~ . II 9A TGH BASIN 8 MANHOLE • (JLEANOUT [ 9AP $T ii: f- 10 WATER IMETER 1l:i CATCH BASIN OR INLi:T )c( GA$ METER • PROPERTY LINE (PROPOSED) /.OT pNE (PRQPOSED) ]ij\• DECIDUOUS AS DESCRIBE[) E ~ OV~R HEAD ELEQTRIC LINES --,~~ ED(;E OF PAVEMENT . -x~ CHf',IN LINK OR WIRE FENl;E ---ci-WQOD FENCf • -W-Wt>;fEP.LINE ---· SD-STORM DRAIN 171:"TIIT/i i BUILOINCS .l==C CU~VERT ·-4'4---COIHOl.jR Lll,E EXISTING LOT LINE/RQW ,. SCA E: 1-'=50 DAT : 5/15/b3 NOTf;S: 1. BUILDINGS MAP.KEO WITH AN * WILL BE DEMOLISHED. TOROGRAPHY BY GEQRGE W. DRYSDA~E, P.L.S. DRYCO S~rveying & Mappil)-g 12714 VALLE'( AVENUE EAST SUMNER, WASHINGTON 98390 (253) ~26-9300 FAX (253) 826-970~ , NICHOLS PLACE 23 LOT R-6 PLAT DRAW~ BY: MJR REVIS~D: PREPAREP FOR: (J.S. LANO DlcVELOPMENT · PS OCI TES P.O. BOX 22200 SEATTLE, WA 98120-0200 MAY 19 2003 K_r,_ [)_[)_F_S ·, ,. e, ·, ', ' ' \, '\, \ \ \ \ \ \ \ ' Q •, •\ \ \ Lot 7 S'E 138th Place Lot 10 "----.__ ---------------15 L Bryant 6 142305 9104 58B '17'001: 2612.97' J Poague 142305 9101 r=rn -1 4 ;-------Southeast 136th Street -------------~----~----_ I ___ -f DRYCO ~-------------- DRYCO Surveying, Incorporated 12714 \/ALLEY AVENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 N i S8B'56581: 2617.72' SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. .@. 6],J ~ '?--t z.~ 0°? G. PHIL SARGEN P.L.S, 34145 Southeast 144th Street REV. SYM I / ' --,v-t-- IE12"CM : 446.56 - IE 3l /. i'.,[(l i' ' :,:;, ' V Bowen 145750 0090 NECor SE/4 f'M/4 SE/4 --- CB Rim: 454. 92 CB Rim: 45L1, 16 IE12"N-S: 454. 6 1E1t'cc: 448.89 s Lee 145750 0095 ------ E Bowden 145750 0096 ---~----------- MH Vault Type vnknown JE12"CC: 445.43 ' ' " .·I' ' : / ,,v BASIS OF SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THE SAME PROPERTY, RECORD OF SURVEY, AFN 9508099008, KING COUNTY, WASHINGTON. BASIS OF BEARING MONUMENTS THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 14, AS SHOWN ON RECORD OF SURVEY, AFN 9508099006, ROTATED -0 °18 '49" REFERENCE SURVEYS PLAT OF CAROLWOOD, AFN 790B2B05B5 PLAT OF ROSE GARDENS, AFN 6261014 PLAT OF WILLIAM'S SUNNY SLOPES, AFN 5597966 RECORD OF SURVEY, AFN 7811039011 RECORD OF SURVEY. AFN 9508099008 VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT #RENT2105 ELEVATION 468.87 EQUIPMENT USED TOPCON GTS 38 TOTAL STATION & HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NOFffHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M ., DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHCAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00 °25 '21" WEST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 135 .66 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88 "07 '58" WEST PARALLEL WITH THE NORTH LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 653 .60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTEFI OF THE SOUTHEAST QUARTER; THENCE SOUTH 00 '27' 05" WEST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267 .00 FEET; THENCE SOUTH BB " 07' 58" EAST PARALLEL WITH SAID NORTH LINE:: 653.72 FEET, MORE OR LESS, TO THE EAST LINE OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 00 • 25' 21" EAST, ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, 267 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT COUNTY ROAD (160TH AVENUE SOUTHEAST) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON, LEGEND 8 MONUMENT FOUND THIS SURVEY 0 FOUND PROPERTY CORNER AS INDICATED e SET REBAR G CAP LS# 6228/34145 ITJMAILBOX /\ ELECTRIC METER C). POWER POLE -o-UTILITY POLE ,-GUY ANCHOR 181 PHONE OR CABLE PEDESTAL Q FIRE HYDRANT M WATER VALVE 'Gz( WATER METER 1:1 CATCH BASIN OR INLET '@1 GAS METER 1!@-j,;'f i~}¥TREES AS DESCRIBED ---P--OVER HEIID ELECTRIC LINES -,,,---EDGE OF PAVEMENT -X-CHAIN LINK OR WIRE FENCE -·D ·-WOOD FENCE -W-WATERLINE -so-STORM DRAIN ' ;j~:1 '! _ ~Line SE/4 M\'il4 2E/4 Sec 14 \ o..'t':~ , i ~ . 'C1 12"cc: 442,17 IE12"CC.· 441,21'-,--t'T'l.!I . "-( Jb~E :: ,-~ t'cc: 441.63 =BUILDINGS ~CULVERT DATE 0 Project Name Nichols Boundary/Topo Project Location A Portion of the Northwest Quarter of the Southeast Quarter Section 14, Township 23 North, Range 5 East of the Willamette Meridian, King County, Washington GRAPHIC SCALE 1 "~50' I 50 100 150 Centvrlon Development :i:261"1 .eth Drive SE &thell, AA <1.eo:21 DRAWN L. S. SCALE: 1" = 30' DATE SURI/EYED: FEBRUARY, 2003 APPROVED: DAIT PRINTED: J/12/2003 11:17AM JOB No: 2003016 • . w ITS)~(G~!W~f!J LO 3 POO 15 A--1 llll MAY 19 2003 W.J LU 08 4-0 K.C. D.D.E.S. --------------------------1-_,,.. ·· 1 ---· · . --··---,_.,._, ·11·"" ,! I ' I• ·I ! I -I L -. __ ......._,p __ l I I I Ii----------f---..... -J--- ~· ! --- - • , , • , , • • --- • • . . , i i q I I I~ · I I ,. @ I , L ·s.' ·~ • ___ .__.._ ___ -r--~-- • • -- ··----------·-r= -- --______ .. _~ _, ... rt No Shoulder / ; "'/ --- 11,-----~----l ,• ·- r ·;I '.f I •r' ------~; ... --... -~'""! ~ ·j· '. ~ •: / . -· ---~. ,_ ~· --¢ --. -· . ... , ...... ,,... .. __ ..., i • .,-I ... -· ----~ ........ ~--_,.. .......... Elementary Bus Stop ,. LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS School Walking Route Analysis - i 1' / A field reconnaissance was conducted on July 2, 2003 to determine the existing condition of likely school walking routes. The location of existing school bus stops and preferred safe walking route standards was provided by the Issaquah School District. The analysis indicates that no safe walking route exists from the proposed preliminary plats of LG or LGC to any of the adjacent school facilities. Upgrading the existing bus stop at the intersection of SE 136 1h Street and 160 1h Ave. SE is the only practical method of providing safe access for children to and from school. 8' Asphalt Shoulder 5' Asphalt Shoulder Existing Bus Stop Proposed Bus Stop - • - High School Bus Stop -·-·- ... -· . ----· I / ., •; "ii ) I Liberty High School j , .. ' " ' .,. I , , ' - ---- Briarwood Elementary ., ,. .. , ...... ' • ; ,,. • -· I• I I I • • -I I ,. . - • -!fl,_,. r-~,---r-----,-~~ . --It u: ..... --., ' ¥ I r---""'-! • -• I I ' I ' I ' . -. • I . -.. ·-·-. .,, ...... J t . • J I "'· ""-. -I I •• I I I. .. • - ,--...... __ _ _ ............_, I I • - • - ..... : -- I I • r-....,,.._,-::.i ' • ' 1--~,-.c~ • • -':: I <!) r'..,',..•q !. ) I : '=· IP' i-~I~.::.. I I I -I • - .. I ' • • -. -• ----------,,,~ ... ------- I ' Maywood Middle School • .. • - " .1 I I .;; ! I -~ I ' -. ·-- . . I . • tJ • I I -I I I - I -_/ __ • (!) .. ) . -.;.. • I . -- ,I ' I, • ,- • , I I •.·J:~ """'1,, L._ ~ --..----- rM;:t • -_, ~ •"''' ., ti) 0 0 0 ""' "" 'C ....., LUA-os-140 r ' I I 1 I· t I \ I I I I I , I l _______ :i.-./ !' ! ,! ! 1, i' ' I I I I l ~· ----·-I I .1 l ~; I .'.i~·-·-----·+--...... 1---- ~· ! ' I -~--.... .... -... ·.' '-"--~ .. ~~·· ·,1;,'.1. MIi'"''~·-~--...... ~----- ·-- . . . . . . . . ----- . . . -• • '" • • • • • • ,-..... -----·-'---I .,:· I ,Junior High / High School -, , Bus Stop I I I . ,.,.,,,.l.L.... ~r· -No.sho:;~~r :. 9 • ,.,,..4 . !· • • I .. . -----· I I J I ,I • I • j ' Gravel Ro~d w/ Grass Shoulder a!Jif. w .:! _.!.__' • I 41 I . ., , . Not Con;;ructed-~ ----.:.. I ... i~,rr01-l-.l.....l..J...L...U..+~~-9~~-"¥1I '----~,-e C-••. J Liberty fligh School '" ' ,, -. • --·---- Briarwood Elementary , , • , .. . - ' ' - ., ' - ' ' , . - • -• - -.. '.:.11 '-,. '; r-----:,~-1"''--,.......:~~ ,., __ 1 I . ' -" tiwww -~ - • . . • ----- -~t ·, ~t-.. -~ ~ 'H---:-":.J:":r",;.:,."r-- I ,, IW'"""'-!-.;;.f I . I • •_,_~ .,. -, . ..... _, 11. ' 'f 1---,.c___' !---<--' m' l----+7'11'" O -~~-tc_.~.._~__.,c_....:.J=::'=L:,;J_:__,___•'--'--~"--Ll"'-.L.a....,, Ntc:lv,l~ 'A4-t'! l..03,'POO 15 7 I PT NW t.T·IJ-!I - A.4 .... ·--------~-J / .,, . .... ' '. -............. ,-.:ci ~ ~~~_,.-'"=-!. :r -e:. ~ ' "' , . :r ¥ ., ' ' i--~·'--< -- I ' ' ' ' . -. - ' !"""---------------..:"J" Q -- ·1 ~ -:--~-'::'.., -:;..; : . . . - ~ -.:-'-· I I ' f r----·-· ' ' '. . ~ _4 r:· ' l---""l'._----"--j ' -J t=~::'.:'~-~-",,1,-,~ -<>',_"" l ' .,. - I t •~1 ' ,I, .,.. \ "·. ~ ·:f ------..... ~-· ...... ..... ,... LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS School Walking Route Analysis A field reconnaissance was conducted on July 2, 2003 to determine the existing condition of likely school walking routes. The location of existing school bus stops and preferred safe walking rot1te standards was provided by the Issaquah School District. The analysis indicates that no safe walking route exists from the proposed preliminary plats of LG or LGC to any of the adjacent school facilities. Upgrading the existing bus stop at the intersection of SE 136 1 h Street and 160 1" Ave. SE is the only practical method of providing safe access for children to and from school. 8' Asphalt Shoulder 5' Asphalt Shoulder Existing Bus Stop Proposed Bus Stop • - -- ·---· ,, . " ._... . --· -· -::- ' I = ' -· -' ... -' . . .:. ' - • I i----<!J"-"-1" . , .. !. ) ' : ':=· u,,. i--,--=-i ' . ' ' • . ' ' . t--.....;"::.i ! . -' . - I J . t------'·:..i ' -' i---,---1 -. ' I - I ' - ' - • Maywood Middle School ~· • "' ~ ~J;J" ,, . ' ,. . .,. , - ,, . , ' -' ' ' ·-- ,. - • - • © • ., ' - ' " ., ...... " r.:-, I.; ...... .. -1., J / . . ' .- I • Exhibit No . .......,,,..../5_~=-- ltem No.L03Po015 Received z, 24, ·_0::....3,,._ __ King County Hearing Examiner LUA-01-140 .s 88-4~-.co..E Ta 37.01.&:----------I 3 0& ·7 3 I ' 167 KCSP 878133 -;i 8002250639 LOT 2 LOT I 1tr,91.P <ii ® 1-----''c.:e:87_ _ 423.~c, / 8 7 ~a& -,:::o:;;f/",:';,9;-;,="-'f1 =:__ 4.3G,, 5 \)-w Ii' V1 ~ ... 13 1{ ~ " lw ~ I 1- <D <() ------- ' I __ G,_?-_.,,_ ·_It!__ _ 7eo.~ I "' ' ~I " "' ' r---- "' I~ L_ KCSP 481066 L oT I ---------------.: 'ffl*8 WU, llB FOA Tl''1 PVlU'OSE OF Allaf.l.QIO llf f.OOA'.1'..«J Youl!. PlilOIPIIM'I Mm l8 JW, QPMI.A.Yl'¥EJl • 111W n ~arlm'J't! NE 14 ' I J//,92 '" w <II ' ~ ~ :~· 0:, ~ . " ' ' 192r/- L99L3025 w 316501 0096 a 0 ' w 3 , / <...s 9.3 ,.So;, ..S94·.SS> 20000124001848 '" 401,68+/- LOT A r I, :j K.C. 54 2.24 AC 0095 ~ .52 AC 662501,1 0097 m V z <II w ( 0 .8 w V1 ;;; V • • SE SCALE lJ J 4--2 3 -5 * I " 100' <297, :9"> 14(:),5'3($.f') !'1·8.'>4-tJee.~ uJ -z4 r-1 I "' I~ ~ I~ LO:~ 4 !/: '~q,~ o'~o ,;'./sg ., N' t4B,5,i lfJO\ 9-: 3tJ-1c, ... Trr,l'l'J I v 0 0 7 (0 LOT 2 O 14f.LS'i; YI 74"S2;J. 2.fi"" m 3<' ' wl <II I.() L03TY404 ~~~~,~~wJ MAY 1 9 2003 -- K.c. D.D.E.S. Exhibit ~lo. _j__ .... _ . Item No. L..a 3 P O<t!.S: Received 2. · 2.4.f • 0 '{ King County Hearing Examiner WA-oa~140