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HomeMy WebLinkAboutLUA-09-113 5 of 7_Large FormatI. Site Area 111.c.c. 21A.06.1112}: Site area (in square reel) is the gross hofizontal area of the project site, lass subrmrged !ands as deffned by K.C.C. 21/\.06.1265, and ress areas which are re<iulf'OO to be dedicated on the perimeter of a prcjact sita for public-rights-of-way. CalctJlatlon: II. o square foot in submerged land {any !am:I below the ordinary high water mark ---~--• see K.C.C. 21A06.825.J + __ ,:-:24o,,9,.,93c_ __ square feet [n pe.lmeter rlghts-of-'t,,'aywhk:h VJi!I be required to be dedicated (area 30 foot from center line of road) a --~2-"4,9c:,93,._ __ To~I --~566= ,239 Gross horizontal area of thFJ project site --~2~4,~993~Total submerged lands and 1ightH1f-way --~54~1 2~46~Site area in square feet NOTE: To continue calculations, con·1ert site area in sqYare feet to acre-s by dividing by 43,560 ---~12c..4cc3 _ Site area in acres Base Density (K.c.c. 21A.12.030 • .040 tables}: The base density is determined by the zone deslgnation(s} for the lot. 6 du/acre Ill. Allowa!JI• Dwelling Units and Rounding (K.C.C. 21A.12.070}: The base number of dwelling u11ili is ca!cu!ated by mulUplying ttie site area by the base density in dw"el!ing units per acra {from K.C.c: 21A 12.030 -.040 tables). ___ 1=2-~43~ silfJ area in acres (see Section I.) X ___ 6~ __ base density (see Sacifon II.) = 74.55 allowable dwelling units When calculations result in a fraction, the fraction is rouMad to the nearest whole number as follows: 1. Frac!lon!l of .50 or above shall be round&d up; and 2. Fractions below .50 shall be rounded down. IV. Required On-site Recreation Space (K.C.C. 21A.14.180): This section must be romp!ated or1ly if t.lle proposal is a rosirjootial da·1elopmen! of morG than four dwelling units ln tile UR am! Rzonas, stand-alone krNlihousas in Illa NB zone on property designa!ed Commercial Outside of Genier if more ihan four units, or:my mixed uso tlovelopment if more than four unils. Recrealiori space must he computed by multiplying the recreation space r1J4uirema.11t per untt tipe by the proposed number of soch dwelling units (K.C.C. 21A.14.180). NOTE: King County has the discreUon to accep1 a fea in lieu of all or a portion of the mqu:rad recraaUon space par K.C.C. 21A.14.185. Apartments arid towritior1ses developed at a density greater than eight uni1s per acra, and mixed use must prmida racreational space as follows: 90 square feet X 130 s4ut1re feet X 170 S(juare feet X _____ proposed rrumberof studio and one bedroom units ____ proposed oombet of two bedroom units _____ proposed number of three or more bEdrocm uni ls _____ Recreauon Space Requirement = ReslclenLia! subdivisions and townhouses developed ala density of eight units or less per acre must provide recreational space as follows: 390 SQI.JBf8 root X ----~'5~propcsednumberofur,its = Mobile home parks shall provide recreational space as follows: 260 square feet X _____ proposednumberofunils = V. Net Buildable Area (K.C.C. 21A.06.797): This secUon is used for romputing minimum density and must be completed only if the site Is located in the R-4 through R48 zones atld desfgnal6d Urbim by the King County Comprehensive Plan. The net build able area is the slta area (see Section I.) less the following areas: Calculation: O araas w~hin a project site which are required to be dedicaled for public rights-of-way in ---~--excess of sixty foot (60') of width + __ .,_6'"7 _o,_o __ sensith'e areas and their buff era, to the ax!entthey are required by King Count/ lo remain unde~eloped + __ 4-"0~,25~6 ___ areas required for aoo,10 ground storm water control facilities ioofuding, but not limited to, retenUontdetenHon ponds, blofiltfation swales and setbacks from such po11ds and swales + ---'-14~.6~25~ __ areas required by King County to be dedicated or resal'/ed ~ on-site recreaUon arec1s. Oaducl area within slormwaterconlrol facility !f requesting recreation space cradit as allowed by KCC 21A.14.180. (see S"11on IV.} + ---~O ___ regional ulUity corridors, and + __ __,Oc_ __ other areas, exciuding setbacks, rnqtured by Klr19 County to remain undeveloped a _ _cl..eL,ci.,-.c..'I~/ / __ Total roduclions 541,246 site area in square file! (see Section J.) IZ..l iJ!I Totalreductions ______ .29250 = 1 Jf;j 3t5 net b-uildaol& araa in square root NOTE: convert site area in square feet to aecw by divk!ing by 43,560 = net i'.luildat.ile area In acres VI. Minimum Urban Ra&idenlial Density (KC.C. 21A.12.060) The. minimum densify requirement applies only to~ R-4 through R-48 zones. Minimum dens~y fsdererminad by multtplying the basedensrty in dw(Jlling units per acre (see Section !I.) by the net buildable area of the site in acres (see Section V,) and then multiptyirtg the resvlting product by the minimum density ~rcentage from the KC.C. 21A.12.030 table. The minimum density re(luirornents may he phased or waived by King County in certain cases. See K.C.C, 21A12.080. Calculation: 6 base densily in du/ac (see Section II.) X '/. ~ net buildable area in acres (see Section V.) ----"-= S7. 7!o X minimum density% setforU1 inK.C.C.21A 12.030orasadjus!ed in Section VU. = J/,CJ. I minimum dl'ielnrig untts required 0 0 0 0 0 APPLICANT: PROJECT MANAGER: SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMBER OF LOTS: ZONING; SFD; TOWNHOUSE: PROPOSED USE: SEWAGE DISPOSAL: WATER SYSTEM: SCHOOL DISTRICT: FIRE DISTRICT: TELEPHONE SERVICE: POWER: NATURAL GAS: CABLE TY: CURRENT PROPOSED PRELIMINARY PLAT SE 1/4 S14-T23N-R5E U.S. land De·ielopmentAssoclates Howard Slansbury/Michael Ult P.O. Box22200 Seallle. WA 911122-0200 (206) 726-1445 Centurion Development Services Michael J. Romano 22617-Slii Dr. SE. Bothell, WA 98021 (425) 486-2583 T5 0 R-4 R-6 SE 114 S14-T23N-R5E 13.00 SINGLE FAMILY RESIDENTIAL CITY OF REITTON KING COUNTY WATER DISTRICT #90 RENTONIISSAQUAH KING COUNTY FIRE DISTRICT #25 QWEST PUGET SOUND ENERGY PUGET SOUND ENERGY AT&T BROADBAND ENGINEER: SURVEYOR: Haozous E11gineering, P .S. Robert Darrow 13428-45~ Cl. Mukilteo, WA 98275 (425)745-5872 Dryco Survey Larry Sargent t 2714 Valley A,enue Easl Sumner, WA 96390 (253) 826-0300 SCALE: 1" = 100' F-C I 0 100 200 1. ~ WETLAND FILL = 200 SQ. FT. 2. ~ BUFFER DISTURBANCE A. BY R.O.W. = 4,649 SQ. Ff. B. BY LOTS = 9,340 SQ. FT. 3. ~ BUFFER REPLACEMENT/AVERAGING AREA = 15,495 SQ. FT. 4. (3 BUFFER ENHANCEMENT AREA = ±'/;DOD SQ. Ff. (IF REQ'D) (TO BE SELECTED BY BIOLOGIST) S,A.T. 'o' A. BUFFER AREA = so, oe.e SQ. FT. B. WETLA.ND AREA = 1 G,"162 SQ. FT. PERIMETER ROW AREA = 24,993 SQ. FT. INTERIOR PUBLIC ROAD AREA = 55,509 SQ. FT. INTERIOR PRIVATE ROAD AREA = 17,525 SQ. Fr. STORMWATER DETENTION TRACT "N" AREA = 4,421 SQ. FT. STORMWATER DETENTION TRACT "M" AREA = 35,835 SQ. FT. RECREATION TRACT "L" AREA = 14,871 SQ. FT. AREA OF TRACT "M" OUTSIDE OF 100 YEAR WATER SURFACE LEVEL = 11,808 SQ. FT R-4 q..'i) ot-1-ISSAQ(l.q ft "'l1 "'"' .s',1> .9oo w en ~ i S 136TH ST w ... en SE 126TH ST ~ w ~ en ... SITE t.J :l: ~ t.J I() -~ i - VICINITY MAP LEGAL DESCRIPTION THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EI\ST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 14 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AS THE POINT OF TRUE BEGINNING; THENCE NORTH 00"25'21" EAST 523.99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88' 07'58" WEST 653.61 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00"27'05" WEST 525.82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88' 17' 35" EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING. EXCEPT COUNTY ROADS. TOGETHER WITH THAT PORTION OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LYING EASTERLY OF THE EASTERLY MARGIN OF 156TH AVENUE SE AS DEEDED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 1094243; EXCEPT THAT PORTION OF THE WESTERLY 199 FEET THEREOF, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH AVENUE SE, LYING SOUTHERLY OF THE NORTH 30 FEET THEREOF. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS. EGRESS AflD UTILITIES OVER, UNDER AND ACROSS TH£ NORTH 15 FEET OF THE WEST 187 FEET (AS MEASURED FROfil THE EASTERLY MARGIN OF COUNTY ROAD RIGHT-OF-WAY) OF LOT 2 OF SHORT PLAT NO. 878133, RECORDED UNDER KING COUNTY RECORDING NO. 8002250639, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER. UNDER AND ACROSS THE SOUTH 15 FEE[ OF THE EAST 22 FEET OF THE WEST 199 FEET, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH AVENUE SE, OF THAT PORTION OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LYING EASTERLY OF THE EASTERLY MARGIN OF SAID 156TH AVENUE SE LEGEND-EXISTING ~ MONUMENT FOUND THIS SURVEY 0 FOUND PROPERTY CORNER AS INDICATED ® SET REBAR ~ CAP LS# 6228 A SET PK & TAG LS# 6228 /c'; ELECTRIC METER Cz POWER POLE -,y UTILITY POLE --GUY ANCHOR 181 PHONE OR CABLE PEDESTAL Cl FIRE HYDRANT ,:12,. WATER VALVE 12( WA TEA METER I§! CATCH BASIN OR INLET 'll( GAS METER •?OS< •v• LEGEND-PROPOSED 111 WATER METER M WATER VALVE ~.H.F1RE HYDRANT Ir' WA TER TEE W/ CONG. BLOCKING II CATCH BASIN 9 MANHOLE • CLEANOUT [ CAP PROPERTY LINE (PROPOSED) LOT LINE (PROPOSED) ---L:, --- DECIDUOUS AS DESCRIBED OVER HEAD ELECTRIC LINE;S EDGE OF PAVEMENT -x -D- ---1'1- --SD- -454--- CHAIN LINK OR WIRE FENCE WOOD FENCE . .... '•, : ' WATERLINE STORM DRAIN SCALE; 1"=100' DATE: 5/29/01 PREPARED FOR: NOTES: • ',_" ,.,j. --,;: ·-···~ .L _ _a,; J , ; '· :" ' ' -~..;., .. -,\), . ./ 1. BUILDINGS MARKED WITH AN * WILL BE DEMOLISHED. PLAT DRYCO TOPOGRAPHY BY GEORGE W. DRYSDALE, P.L.S. DRYCO Surveying & Mapping 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON 98390 (253) 826-0300 FAX (253) 826-9703 OF EVENDELL LOI Plfl)l!c,I 75 LOT PRELIMINARY PLAT DRAWN BY: MJR REVISED; U.S. LAND DEVELOPMENT ASSOCIATES P.O. BOX 22200 SEATILE WA 98122-0200 CENTURION DEVELOPMENT SERVICES 22617 -8TH DR. SE .• BOTHELL. WA 98021 (425) 486-2563 OFF. ( 425) 486-3273 FAX SHEEr 1 OF 1 MAIN FILE COPY l J, Sito Area IK.C.C. 21/l.06.1172): Site area (in square feat) lii the groaa lloriz.ontal area of the project site, !ess submergi;d lands as deNned by K,C.C. 2 IA,06.1265, and less are,m wh!ch are required io be dedicated on the pslimeter of a projaci. stte for public righl$-of-way. Catcula~on: II. ___ _,cO ___ square feet in submerged land (any lar.d bejow lhe ordillllry high water mark -see K.G.G. 21A.06.826.) t ___ 1:;,6"'33"-9 ___ square feet in perimeter tights.of-way which will be required to be dedi~te<J (area 30 feet from center line of road) = __ ...clc,6"'33e_S ___ Total --~49~6~,35~>_ Grtm horizontal area of the project site ---~16~,33~9_ Totat submerged lands and rlghls-of-way ___ 4=80.&.!!_. Site area In square foot NOTE: To continue calrxilations, comeri site area In square feat to acres by ~i1Ading ht 43,560 ___ 11.02 Sttearea in acres Bas• D,nsily (K.C.C. 21A.12.030 · .040 tables): The base density is delermlnod by the zone deslgnation(s) lor the lol. ___ c:.4 ___ du/acre Ill. Allowablo llwelling Units and Rounding (K.C.C. 21A. 12.010): The base number of dwelling uniW is calculated by multiplying the sits area by the base dersity in dwell!ng uni ls per acre {from K.C.C. 21A 12.030 •• U41J tablas). 11.02 site area ln acres (sea Section I.) X ---=~ 4 base density (see Seciion II.) --~-- ;; 44.08 allowable dwell Ing uriits When calculations resull in a fraction, the fraction Is rounded to the naarast who!e rwmber a:; fullow11: 1. Fractioo:. of .50 or abo11e shall be rouOOed up; and 2. Fractiolls below .50 shall be rounded down. IV. Required On-silo Recreation Space (K.C.C. 21A.14, 180): This sadlon mustba completad om'/ if the proposal is a residential develop men I of mare than four d',velling units in the UR and R ronas, stood-alone tow11hooses in the NB zone on properfy designated Commercial Outside of Center if more than four units, or any mlxed use ~r,velopmenl if more ttian four uniis. Rectealion space must be computed by mulUpl),'ing ttia recreation space roquirement per untt type by tha proposed number of such dwalling units (K.C.C. 21/. .. 14. 180). NOTE: Ki11g County ~as the discretion to accept a fGe in lieu of a:I or a portion of tlm required recreatio11 sp.:e per K.G.G. 21A.14.185. Apartmool$ and townhouses devoloped at a density greater than eight units per acre, and mixad use must provide recreational spaca as follows: 90 squuro foot X 130 squi:ire feat X 170 squure feetX ___ proposed numbet of studio and one bedroom units _____ proposed number of two bedroom units proposed number of three or morn bedroom units _____ Re.::reation Space Requirement :,, Resloential subdivisions arni townhouses developed at a density of eight units or!ess per acre must provide recrea!io11al space as follows: 390 squaro foet X 44 proposed number of units = Mobile home parkslihall provide. recreatronal space as follows: 260 square feet X _____ proposednumberotunits = V. Net Buildable Area (K.C.C. 21A.06.797): This section Is use<l for computinu minimum density and must be completed onl~ If Iha site is rocated in the R4 through R48 zones and de~ignatad Utllan by the King County Comprah(msive Plan. The net buildab!e: area is the ~te area (see Section I.) lass the followtng areas: + + + t + = Calculation: VI. 0 -----'----areas wtthin a pro/tic! site wilich are required lo be dedicated for puhtic rights-of-way in 6'/ £1</ --~--- ax.cess of si>'.ty feet (60') of width sensiUYa areas and their buffers, lo Iha extant they are requ!r&d by King County to remain undeveloped 35,740 ==---areas required for above grDund stormwatsir control facilities including, but not limited to, ret.enHon/delantion ponds, blofiltrafion S',vales and sstbacks from such ponds and S't1a!es 8987 =~--areas required by King County to be dedicated or reseriied as on-site recreation areas, D~uct area witt1in srormwatercontrol facility if rnquasttng rooreation space credit as allowed by KCC 21A.14.160. (see S.ctlon I'/.) 0 _c,_ ___ regi<mal utiltty corridors, and 0 ----"------other araas, ex.eluding satbackli, required by King County to ,amain undevelopad I D.~.5'1 I Total reductions =~-- 480,033 site area in square l'eel {sea Section l.) I 09 ':Jl./ I Toi.al reduc~ons = .,3 7D '--/'1Z. net buildab!e area 111 square feet NOTE: coMert site area in square feet to acres by dividing by 43,560 = 8, !: J net bul!dable area in acres Minimum Urban Residential Density (K.C.C. 21A.12.060) The minimum density requirames,t applies only to ilia R-4 through R-48 zones. Minimum dansitj !s detennined by muluplying 1he baoo denslfy In dwelling units per aae (see Seel ion 11.J by Iha netbuildaDle area of !he site in acres (see Section V.) and then multiptJ!ng the resulting product by the minimum denoit'/ percentage from !he KC.C. 21A.12.030 table. The minimum density requirements may lie phased or waived by King County in certain cases. See K.C.C. 21A.l2.060. CalculaUon: _____ 4.c.basa dm1aity in dulac [sw $e{;tion II.) X 8 SI net buiklable area In acres (see Section V.) = ..S!../,02. X minimum density% set forth ln K.C.C. 21A.12000 or as adjllS!ed In Section VII. = i 8. 91.-minimum dwellirig units required 0 0 0 0 17160 0 APPLICANT: PROJECT MANAGER: SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMBER OF LOTS: SFD: TOWNHOUSE: ZONING: PROPOSED USE: SEWAGE DISPOSAL: WATER SYSTEM: SCHOOL DISTRICT: FIRE DISTRICT: TELEPHONE SERVICE: POWER: NAI URAL GAS: CAOLETV: CURRENT PROPOSED EVENDELL PRELIMINARY PLAT SE 1/4 S14-T23N-R5E U.S. Land DevelopmentAssociates ENGINEER: Howard S1ansburyiMichael Utt P.O. Box 22200 Seattle, WA 98122-0200 (106) 726-1445 CentuMon Developmenl SeNices SURVEYOR: Michael J, Romano 22617-Blh Dr. SE. Bolhell, WA 98021 (425)486-2563 0 0 R-4 R-4 SE 114 S14-T23N-R5E /1·'1 SINGLE FAMILY RESIDENTIAL CITY OF RENTON KING COUNTY WATER D1STRICT#90 ISSAQUAH KING COUNT'/ FIRE DISTRICT #25 QWEST PUGET SOUND ENERGY PUGET SOUND ENERGY AT&TBROADBAND Haozous Engineering, P.S. Robert Darrow 13428-45111 Cl. Mukilteo, WA 98175 (425} 745-5872 Or/CO SuNey Larry 5argant 12714 Valley Avenue East Sumner, WA 98390 (253) 826-0300 SCALE: 1" = 1 oo' 100 0 100 200 1. ~ BUFFER DISTURBANCE A. BY LOTS = 9,199 SQ. FT. 2.~ 3.(3 BUFFER l~EPLACEMENT/AVERAGING AREA = 14,624 SQ. FT. BUFFER ENHANCEMENT AREA = ±'1,000 SQ. FT. (IF REQ'D) (TO BE SELECTED BY BIOLOGIST) S.A.T. '&' A. BUFFER AREA = 48 ,:i87 SQ. FT. 8. WETLAND AREA = 16,527 SQ, FT. PERIMETER ROW AREA = 16,322 SQ. FT. INTERIOR PUBLIC ROAD AREA = 56,134 SQ. FT. INTERIOR PRIVATE ROAD AREA = 7,763 SQ. FT. STORMWATER DETENTION TRACT "E" AREA = 35,740 SQ. FT. RECREATION TRACT "F" AREA = 8,987 SQ. FT. AREA OF TRACT "E" OUTSIDE OF 100 YEAR WATER SURFACE LEVEL = 11,713 SQ. FT R--4 l...._21 -4-,=' ,w (j r~~~1 hi,, ,-~ )>,,~~) ot\-lSSA OU,4 ,'f ,?<! S'..;> 'bo w V) ~ i S 136TH ST w -U) SE 128TH ST ~ w ~ I{) V) - LLl ST SITE ~ ~ w Ill ~ ~ ~ (0 ~ VICINITY MAP LEGAL DESCRIPTION THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 14 DESCRIBED AS FOL.LOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AS THE POINT OF TRUE BEGINNING; THENCE NORTH 00"25'21" EAST 523.99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88' 07'58" WEST 653.6'1 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'27'05" WEST 525,82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88"17'35" EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING. EXCEPT COUN1Y ROADS. ~ r, \'_J ,ii) A !~. 't.) ' ~~ ~ ~ (' _, /i\ t2( "" *' [iiJ 1tji: --E-,.~ -x- -o---- --11\f-- · -SD --- LEGEND-EXISTING MONUMENT FOUND THIS SURVEY FOUND PROPERTY CORNER AS INDICATED SET REBAR & CAP LS# 6228 SET PK & TAG LS# 6228 ELECTRIC METER POWER POLE UTILl1Y POLE GUY ANCHOR PHONE OR CABLE PEDESTAL FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN OR INLET GAS METER DECIDUOUS AS DESCRIBED OVER HEAD ELECTRIC LINES EDGE OF PAVEMENT CHAIN LINK OR WIRE FENCE WOOD FENCE WATERLINE STORM DRAIN NOTES: LEGEND-PRQPOSED "' WA TE:R METER 1M WATER VAL\£ i.H.FIRE HYDRANT 1f-!1 WATER TEE W/ CONG. BLOCKING II CATCH BASIN • MANHOLE • CLEANOUT [ CAP PROPERTY LINE (PROPOSED) ---·-·-·-·-LOT LINE (PROPOSED) 1. BUILDINGS MARKED WITH AN * WILL BE DEMOLISHED. SCALE: 1"=100' DATE: 5/29/01 PREPARED FOR: PLAT OF TOPOGRAPHY BY · .:·\ GEORGI: w. 'DRYSDALE, P.L·?·I \ D RYC O : z::1 --. 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I 465 I 485 480 475 470 460 l~--'--'-~-'--'--'--.. i--'1-· -'----+--'-___.__~, ~ 1, · c-"· i~,,--1 ••· ·.•• .....•..•.... ··•··• I--. ~-f-~-···-· .. _ ...... _ ..... f--· ••••• _._·. ·_ ••• ~•-----J ---i I I ,~b-t1;:~c".,~-!--: • .... •.-········· ··· I • • f ·•··· • . ··-······ · ••••.. ·· r --·-i··· ~-":/ I I l-· ~-_________ ·+-I __ -~+-_4_6_o_ ' ··· I .. i I I ~/-~ _4_5_5_-+!~. . > _ 0: > ;:f: ·• ....• ..+-.~···_· ~~--1---,-~-+, -;-~--:---:--f---'--:--+-s--1-----. -_-+1-~ .• --:--+--:---+I -~·---+--~~-· -· ------ I~ I 4 .. ··•·····.··· --------.+/-·· -----c:g~ .. 1"~'--.-------------,----~+-----+---~1--c---------------------+-----I ··:· -~-. -... --------. --------·-:-r-~·-~-+- 1 ~··· i 1 1 r . I 0. ,.· I i 1 ( ___ . : ~-·f-+Cf)~ --:---;----+-+-~~-+-------. . ~-+-----~ -·--~-~!~. ___ ! __ . ----------~-~~ .. --------~~-t-~-. ---~~· ~ i g 5 ~ I ;; ~. . .... ~ ~ i g; I I -I I -' .. ~ -------------··-·~-··~------·~--~-···~··-..-,---~---,·,-~-·~. --------------~ --------~I I 1 · ~I 2+00 3+00 4+00 5+00 6+00 7+00 8+00 I ~-c-,----;-----•. -t---. !------. -,- 1 -i · · , , I 455 .... I · _ +I-_4_50_ 450 ---, -. ----+----, I ' I ,· I _4_45----,I_ 445 -..... ·. LO - 440 Ii [[) . 'if I_·. ___ · -~~ ~~o-+~o~o~-~---c-1+~00 440 -""··-~----"" ~-- 9+00 10+00 I • :t II ' S£c..1 1ol'I 'A-A' (L/)()/c.li'I~ ,NOt.!TJ/) ± s-rn: &. + "// Df/YCO TOPOGRAPHY BY GEORGE W. DRYSDALE, DRYCO P.L.S. Surveying & Mapping 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON 98390 (253) 826-0300 FAX (253) 826-9703 OF EVEN LL SCALE: /"-So' DATE: 3/;r/~z. 160 1" A VE SE FRONTAGE IMP~ MENTS DRAWN BY: MJR REVISED: PREPARED FOR: R-4 ALTE~l'NE ---..:;;;!:I.S •. LAND 0!;.VEtO' MENT ASSOCIATES /\ P.O. BOX 22200, SEATILE, WA 98122-0200 / " CCIEJNrT·tJRTION JD)lEVJELOJPMJENT §JERVITCCJE§ /\ 22617 -8TH DR. SE .. BOTHELL, WA 98021 (425) 486-2563 OFF. (425) 486-3273 FAX I b ,<'). l...~~~~ ..... ~~~~~~ .......... ~~~~~~....,~....,.~~~~~~~~~~~~~~~~~~~~----~---~~~~~~~---....,~~~~~~~~~~~~~,....~~ ...... ~~~~~~~ ...... ~~~~~~--~~~~~~~ ..... ~~--~~~~~~~~~~ ..... ~~~~~~~ ..... ~~~·~~~~~~~~~~~ ..... ----~~ ..... ~__;S~H~EEr:,.;1~0F~1 _J -~ ---------- 505.00 500.0 495.0 490.0 485.0 w 480.0 470.0 465,0 -1 +00.00 0+00,00 CI-WN lff( r(IIC( [!.e~r,<N ND~.;,; : 1 SEE S£C. 5.01. 2 WSOOf/.APWA 9-0J.12J4) J. IF ROCKEfCY OR RETAJNING WAU 15 BEHIND ROLLED CURB OR ON A RURN.. SECTION. fACE tlf ROCKER'f OR RETAINING W,llL MUST Bf A MIN. OF 10' HtOM TRAVE:LED WAY. 4. CHAIN llNK FENCE. T'r'PE NO. 4 OR 6 (WSOOT/APWA STAADAAD). REOU!REO WHPI ROCKERY H[IGHI lS lHREE FEET OR GREATER. \ \ \ \ \ ' I I ' IE ·12" ~1 \ \ I t~ I I I IP 493_90 co ' I 0' A\ , <1 .~'\!, ' ~.g, . \, 1 9 i~ \.__ ~--\ ~-' 1 ~ -"~.., 19_? -' c?_ -~-4 ' ,r \ P.A.T. 'B' SIGHT DISTANCES E.S.D: --\ 1 2" \ ' \ 1s ,, \' --,: •., ! [\-1: .,-I-. (R _I_!(. ----. ___ l/ 0 / I / / -•• .,;;i.-,,. __ £ _____ _ ; i LL I r,,p ~-1 f....--' _, _.I i ' 153TH AVE. SE SIGHT DISTANCES 5£.Ei Pl.Ar-I T, rt.ED ,, 1&0*'AV£ c;£ rzo,-,rf/&£ JHpf'ol/i,/"1&JT5 -R, -(, ALTacNAr,Vt' 505.00 J.U.DT. 'A' SIGHT DISTANCES TO WEST TO EAST = TO 156TH AVE. SE TO 160TH AVE. SE E.S.D: TO WEST TO EAST = 4'10' E.S.D: S.S.D: TO WEST = TO EAST = TO WEST = TO EAST = 1+00.00 30' 5' /{)7,;e1:_ _>,Q0,<1,.u:. ey At1;,)!.0::Dff Pt.V • ., Cl.ASS 8 AS.l'WLT CONCROE CltUSH[D 'SURflCING BAS[ COURSfl TO 156TH AVE. SE 4'1 ;z.. 1-,: ':::( ::; S.S.D: TO WEST TO EAST = = TO 156TH AVE. SE 337' h -----1 -+I --- --.-----_-·-I --~- 2+00.00 3+00.00 60' 5:rn Zt&'i,'-fc+-~B 5(,1 s711-0-fLf,, -Z-l-3S !.'-o" . i PAVE:.M€.t.J r NO fEt : pJZoPoS£.0 J!ot.a.> l?EO. zt;,' ~T>'\, O-tU,-Z+3S zo' sm. z~ss~ ~-,5:2> 28~· 2'1S 4+00.00 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. ACTUAL SURFACING DESIGN FOR ARTERIALS ANO COMMERCIAL ACCESS STREETS SHAU BE BASED ON SOQ..S AHO TRAFFIC ANALYSIS PER SEC. 4.03. DESIGN FOR RESIDENTIAL ACCESS SHALL BE IN ACCORDANCE WITH srcs, 4-01 .AND ,_02_ 2 GRADES, MINIMUM MAXJIJUM 0-5~ SEE SECS. 2-02. 2.03, 2.04, AND 2.1 L '·-~-- "'--_>< S.S.D: TO WEST TO EAST --··· ··----. . -- --c_, - --------e-------;----~:--~~.,_:~~ : -~: -· -· 5+00.00 6+00.00 7+00,00 2.0' 771.Y,,/ -. -r"'-----r-1: i.... --j L--"t'"'---- L-~1------ = = = TO 160TH AVE. SE 302' TO 160TH AVE SE 8+00.00 9+00.00 ~-5' -----------------i .,: 3' - -+--~~ l-+--+--+--'----'-+-+--+-1--_;__;__.:___;_;_-+-+-~-+---'-+--i--+----'--'-------'-~-+-c_t.-i'-l<oae'-• --i--~-__;__-i----+'--'9:..:0.00 _J_:. 10+00.00 () 85.00 65.00 -----'----'---'----'----,-11'-+·-=ot,,o--=.o-=-o..c. _ _:___:__;__;_ _ __:_-,1-=2-+o~oc-:.o:c::o:-'-'--__;_--'--'--'-c1;-;:3"'+-fo-=-o.-=-oo-;;-'---'---'----'--'---'--;-14::-+:-;0So=;;:.oo 100 TOPOGRAPHY BY PLAT OF EVENDELL GEORGE W. DRYSDALE, P.L.S. SCALE: 1 "= 50' .s. £, /3~ ;t!, ~,.Ce£, J. SIDEWALKS SHAU. BE 8 FT. WIDE IN BUSINESS OJSlRlCTS ANO 6.5 FT, WIDE ON ARTERIALS Jf NEXT TO TRAFFIC LANE, ~ Fl. WIDE If NEXT TO PARKltlG OR BIKE LANE OR BEHIND PLANTING STRIP DRYCO SEE SECTION 3028 ' DRYCO •-FoR-w1orns or PAll[MENT, sHou,ocR. mo a10HT-oF-wAr. sEE sEcs_ 2_02. 2_0,, Mo 2_0,. Surveying & Mapping DATE: 3//3/0L ?.e£L//1!tvA£Y RoAi> J:MPKt!VEN£N7' fLAA/ 5. FOR ClfAIWICE OF UTILITY POLES SEE SEC. 8-02G ANO DWG-NO-5-001. 127-14 VALLEY AVENUE EAST PREPARED FOR: u_s. LAND DEVELOPMENT ASSOCIATES P.O. BOX 22200, SEATTLE, W/c 98122-02DO DRAWN BY: MJR REVISED: • 6. SEE CHAPTER 7 fOR CATCH BASIN .AND STORM SEWER LOCATIONS_ SUMNER, WASHINGTON 98390 1... ________________________________ ,._s-rr_S_E_C __ 5a_o_2, F_O_R_S_ID·E·S-LO-PE-R£_QU_J_RE~M-ENT--S-----------------------------------------------------------------------------(-25_3_)_8_2_6-_0_3_0_0_FAX-~(2~5-3)-82m6,_-_97_0_3 _______________________________ ,-•. _-7:;:"'-_s_H_EET __ 1_o_F_1 .... ,I\ Gl-, CENTURION DEVELOPMENT SERVICES 22617 -8TH DR. SE., BOTHELL, WA 98021 (425) 486-2563 OFF. (425) 486-3273 FAX MAU\!! fll..E COPY ~ ' I I I EVENDELL CONCEPTUAL STORM DRAINAGE & PRELIMINARY UTILITIES PLAN SE 1/4 S14-T23N-R5E ·-·-·-·-· ~ i S 136TH ST SE 128TH ST ,... VICINITY MAP w (/) ~ TH ST SCALE: 1" = 60' f r-a111 11111 ..... I 60 0 60 120 LEGEND-EXISTING LEGEND PROPOSED 9 MONUMENT FOUND THIS SURVEY 0 FOUND PROPERTY CORNER AS INDICATED Ill WATER METER @ SET REBAR & CAP LS# 6228 A SET PK & TAG LS# 6228 & ELECTRIC METER ':~ POWER POLE -~ UTILITY POLE .-GUY ANCHOR 131 PHONE OR CABLE PEDESTAL c, E y FIR HYDRANT & WATER VALVE ti WATER METER Ii CATCH BASIN OR INLET '[';( GAS METER '.'tl· --l- DECIDUOUS AS DESCRIBED OVER HEAD ELECTRIC LINES EDGE OF PAVEMENT -11- CHAIN LINK OR WIRE FENCE WOOD FENCE ---------·\'i-·--WATERLINE STORM DRAIN ,TTT7T77T;, BUILDINGS )~-=( CULVERT -~0,54--CONTOUR LINE --EXISTING LOT LINE/ROW PLAT l/1 WATER VAL VE ~.FIRE HYDRANT WATER TEE 1±-W/ CONG. BLOCKING 11 CATCH BASIN $ MANHOLE • CLEANOUT [ CAP ------PROPERTY LINE (PROPOSED) -·-·-·-·-·-·-LOT LINE. (PROPOSED) SANITARY SE.WE.R ----------SANITARY FORCE. MAIN ---• WATER MAIN OF TOPOGRAPHY BY GEORGE W. DRYSDALE, P.L.S. DRYCO Surveying & Mapping 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON 98390 (253) 826-0300 FAX (253) 826-9703 .... .,,, EVENDELL SCALE: 1 "= 1 00' 75 LOT PRELIMINARY PLAT DRAWN BY: MJR DATE: 5/29/01 REVISED: PREPARED FOR: U.S. LAND DEVELOPMENT ASSOCIATES P.O. BOX 22200. SEATILE, WA 98122-0200 CENTURION DEVELOPMENT SERVICES 22617 -8TH DR. SE., BOTHELL, WA 98021 (425) 486-2563 OFF. (425) 486-3;273 FAX · SHEET 1 OF 1 LO Jf (R)IJ,,: I -COPY DRYCO DRYCO Surveying, Incorporated 12714 VALLEY /1VENUE EAST SUMNER, WA 98390 253-826-0300 FAX 253-826-9703 . ' \_\., '\ ., . \~) ..q 'lo.} ::i ~ I . I~ Q.) . ..,. :::::l ~ q \LJ ~ 1K) 01 ~ p 0 .q ~ 'lo.} i:c le ""'f ~~ South 1 /4 Corner Section 14 A Po.rtion of the Northwest Quarter of the Range 5 East Willamette Townsl1ip 23 North, Lot 7 R s Southwest Quarter of Section 14 Meridian, King Cour1ty, Washington '<·L <CJ 136u}4 ·st~1iM) __ IE 12" 482.88 lE 12" 482.29 fi.P,/:;'.-.. .r~ V•• ."J.1 f- i\ / Cotch Bo sin i /~ Rim: 487 .67 , Concrete \?i Orive"<.?Y ~~ \t5;·· \ \\ -- · Cotch Bosin Rim: · 483.38 IE t 2H N-S-E: 482.92 GRAPHIC SCALE 1··=100· .-,; j 0 100 200 300 BASIS OF SURVEY THIS SURVEY IS BASED ON A PREVIOUS SURVEY OF THIS PROPERTY. RECORD OF SURVEY. AFN 9508099006, PIERCE 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 GARDENS, AFN 6261014 PLAT OF rJILLIAM' S SUNNY SLOPES. AFN RECORD OF SURVEY. AFN 7811039011 RECORD OF SURVEY. AFN 9508099008 5597966 w --'c;,~:\, -South 136th Street . , -"'""'~:----------·-----. S88'19';22"E 1305.15' ........__ '.)J -- East 1 / 4 Corner Section 14 ... 'J; ','-v ,;' ····-~ "· ~ Cotch Bosin () O::,:., Rim; 482.36 IE1rN-S; 482.2 7, '"" -C?tch Basin / Ram: 454.92 .· /El 2"N; 455.91 IE 12"S: 455.71 i-- "' ·--·----' VERTICAL DATUM KING COUNTY SURVEY CONTROL POINT #RENT2105 ELEVATION 468.87 EQUIPMENT USED TOPCON GTS 3B TOTAL STATION HP-48GX DATA COLLECTOR PROCEDURE USED FIELD TRAVERSE & ELECTRONIC DATA COLLECTION LEGAL DESCRIPTION THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST WILLAMETIE MERIDIAN, IN KING COUNTY WASHINGTON. EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 14 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER SO SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 00"25'21" EAST 523.99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88'07'58" WEST 653.61 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00-27'05" WEST 525.82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER: THENCE SOUTH 88'17'35" EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING. TOGETHER WITH THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON • EXCEPT COUNTY ROADS. LEGEND 0 MONUMENT FOUND THIS SURVEY 0 FOUND PROPERTY CORNER AS INDICATED 81 SET REBAR & CAP LS# 6228 .&I. SET PK t, TAG LSI/ 622B JL, ELECTRIC METER 'q POWER POLE -{j--. UTILITY POLE -GUY ANCHOR ITT PHONE OR CABLE PEDESTAL CJ FIRE HYDRANT ti, WATER VALVE ·g WATER METER Unplatted " 5 ~ 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. µ, :-.:i I ~ ()1 !.'l Ci:) ~ Q) :J ..:1 ~ '<l'.l ? .L ___ ~--·--~. SBB 0 55'58"E 2517.72' REV. SYM DATE Ill CATCH BASIN OR INLET !ill GAS METER Jiii' DECIDUOUS AS DESCRIBED -(-OVER HEAD ELECTRIC LINES EDGE' OF PAVEMENT ·-X-CHAIN LINK OR WIRE FENCE -o-WOOD FENCE --W-WATERLINE -·-SD-STORM DRAIN i·/111111111 BUILDINGS ) ( CULVERT Project N~blom/Mair Topograph~ r-+--,-----·------------------t---1--· Project Location Renton Highlands en SE 156th Street and Y'lest or /6i:?th Avenue SE l> Southeast Corner + Section 14 - LOI POlJf(, MAIN FILE COPY C DRAWN SCALE: 1" = 100' DAlE SURVEYED: September. 2000 APPROVED: OATE PRINlED: 2/13/2001 JOB No: 2000154 \ I I I " I ' ,, u ,. 0 " 0 ' '' ' 0 ' £ ' ' u / :g } ,,, / 3 ' C / 0, I, mw ,m,\si (in ,Y,pot(l '!~.,;t) it tmi \'Jf!:lfs.') h0-f:i;triIB! art'5l nl Jhe1 f~dst1it, i§t crt:'(i&Qtc1 IMido w. cis;ili:1.-W ~ ~t:,03. i2M:,. w1U !e~s ,!!L~~ '.!ii"JlL~l llrn r&,l~iff.1 tG Otl ,fa-rJit.il!,r,d oo tf;"tl p1c~!ntiH•JJ-'.1 pr,;jscl :si\1> furj.J1LiW r:nt.1~1-·,,,,z.y. 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X m!u1'.m!.!m d:,,mtr;% 0M fm1i·1 h KK~,G, 21~,i?,030 H 11]8 ~u~t;ffi lfi fr.1,ctk,n vm. ' ·--w_ 17 ·-= rnir.irnum ll1iG!lii1,J t1m;i.G rnt;Q.':rn11 I Cd C) j L( ) r_c, ('.J w 8ECTl'1JiJ, TOf,.l!~l mw Ci f-FiN,!J~: ;~C!fkEAG~: lrOTn h1!MB:ER OF LQ":'8: £;FD· ?:=tDPG'.SE} iJSE: 8-FVlfa.GE :Jfl-WDH.Al: 2CHC'W'L Oi:STFtCT' FJ1E Jl8TR!GT: -:ELEPHO~-tt BERVIG;: ~iJWER: fFffLi:1Al (~l:\$: 1GADlt-'.W: CUR~ENI Pr!{lPOG~Ll rr----f~, \·.-,LE,__,--+C"'-t-0-ttP""--i~r-----,.R"""E,,r, .~~,------,,fl 292 ,. PRELIMINARY PLAT ~l1' 0 CUU\\!lY LANgj JS[ SERVICES SE 5£ !J§. !.Mid 1)(1'J·~krµm511f Ji&t1i:m!at:J-t1 .1.~Jwur! st~:nrhmy/Mici'is;-;;! ur.: P.O. §-ea:n:wa: Gar1tutn D0•:,::t,1;,r.s.en\ S:;ri:it8t Mk:1k1~l ,J. R,-;;:r!!;~,n f2S'l1-&h Du §12.. &GfutJi, WI'~ s,3:111 (.,~2f.} 4!i0"2.~G3 3-IE if-i 3i4°1~:3H],.P,.€.E \3,ti1 .slf,iQ __ ~ l~'AifriltY rt~wrn;r{;(~Dt GTV flF RENrrors1 Klh)3 CCUHTY W,.i\TER U8TM:"JGT ~D REi'f'Ohlllfl3h'.2JAH K!Hl8 CC:U/f"Y H~f: rn~TRIGT #}5 fJ.WfSI PUGET 8t}JJ1lJ lfNr~~'i'.~Y HJ!JL.'i. tKlW,U IEN~lf(li-' Af4T faisi,0'f\D!3fJD 1/4 S14-T23N-R5E SCALE: 1" ~--'IOO 0 rt!K /",eoPtJCED Sf: /3(, 1;!,:S-1. £MP :5/(,,I/T' t)J5'T,111/LfS f WETLl\1'/[J TfllPAc.cr<; 1 OD' L __ -.-J1 1 DO 200 ~ ~ S 136TH ST '<I° - SE 128TH ST u.i SITE ?c w VI .HST JMPli:OVEMEtvT5 , SE'£ PLAN TITLED "5£ /3(, "';5°;.-?'J?£UHJN4,ey /:,DAD If1fl(OVE/'JE.NT f'lAN ., ~ It) - --------...., lf--h,;_1~mw 1Er:,girtl'ii.i-li'i,Q, }-'.t f:,:ob@M: r:arrnw· 1;1~t?rJ-.i*li1 Gt MuVi~tiJi WAi gtJ2'15 (4126) 7.{~1§72 12ryl'.'-lJ ~J.i't'Je'.t L;;iny§e~m1t '11'/H .4\fBiiU] ~i1Jlj fi'ammer, 'NA SBJSD ,:;;:!Ki} ~?.t.fi3JlG 1. Qii/iiii& WETLAND FILL = J.1.5 SQ. FT. 2. ~ BUFFER DISTURBANCE A. BY R.O.W. = 8,'lo,:, SQ. FT. B. BY LOTS = 0 SQ. FT. R-4 CONSTRUCT 8' PAVED SHOULDER 8, RELOCATE DRAINAGE DITCH ALONG 160TH AVE, SE PROJECT FRONTAGE ~---·------------=------------ LEGAL DESCRIPTION VICINITY MAP PARCEL A (See Note 2) THAT PORTION OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, LYING EASTERLY OF THE EASTERLY MARGIN OF 156TH AVENUE SE AS DEEDED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 1094243: EXCEPT THAT PORTION OF THE WESTERLY 199 FEET THEREOF, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH AVENUE SE, LYING SOUTHERLY OF THE NORTH 30 FEET THEREOF, AND EXCEPT A PORTION OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 114 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, KING COUNTY. WASHINGTON, -DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHEAST CORNER OF SAID NORTH Y, OF THE NORTH Y, OF THE NORTHWEST QUARTER, THENCE SOUTH 00°07'38" WEST, A DISTANCE OF 30 01 FEET TO THE SOUTH LINE OF THE NORTH 30 FEET OF SAID PARCEL: THENCE NORTH 88°17'07° WEST ALONG SAID SOUTH LINE, A DISTANCE 597 58 FEET TO THE POINT OF BEGINNING THENCE CONTINUING NORTH 88°17'07" WEST. A DISTANCE OF 25,69 FEET TO THE EASTERLY MARGIN OF 156TH AVENUE SE; THENCE SOUTH 00°09'25" WEST ALONG SAID MARGIN, A DISTANCE OF 25.09 FEET TO A POINT OF CUSP ON A CURVE FROM WHICH THE RADIUS POINT BEARS SOUTH 89°50'35· EASl, HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF 91"33'35°, THENCE NORTHEASTERLY ALONG SAID curNE TO THE RIGHT. A DISTANCE OF 39 95 FEET TO THE POINT OF BEGINNING, CONTAINING 142,87 SQUARE FEET SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON TOGETHER WITH A NON,EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER UNDER AND ACROSS THE NORTH 15 FEET OF THE WEST 187 FEET (AS MEASURED FROM THE EASTERLY MARGIN OF COUNTY ROAD RIGHT, OF-WAY) OF LOT 2 OF SHORT PLAT NO 878133, RECORDED UNDER KING COUNTY RECORDING NO 8002250639, RECORDS OF KING COUNTY, WASHINGTON, ALSO TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS. EGRESS AND UTILITIES OVER, UNDER AND ACROSS THE SOUTH 15 FEET OF THE EAST 22 FEET OF THE WEST 199 FEET, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH AVENUE SE, OF THAT PORTION OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF-Tl-..J~ NORTH\f/EST 1/4_0F THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIPS 23 NORTH, RANGE 5 EAST, W.M LYING EASTERLY OF THE EASTERLY MARGIN OF SAID 156TH AVENUE SE PARCEL B THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETIE MERIDIAN, IN KING COUNTY, WASHINGTON: EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 14 DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AS THE POINT OF TRUE BEGINNING; THENCE NORTH 00°25'21" EAST 523.99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88° 07'58" WEST 65361 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER: THENCE SOUTH 00"27'05" WEST 525,82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88"17'35" EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING: -o LEGEND-EXISTING MONUMENT FOUND THIS SURVEY FOUND PROPERTY CORNER AS SET REBAR & CAP LS# 6228 SET PK & TAG LS# 6228 ELECTRIC METER POWER POLE UTILITY POLE GUY ANCHOR PHONE OR CABLE PEDESTAL FIRE HYDRANT &, WATER VALVE B WATER METER ~ CATCH BASIN OR INLET 'c:,:( GAS METER '$;'' DECIDUOUS AS DESCRIBED -E -OVER HEAD ELECTRIC LINES INDICATED EXCEPT COUNTY ROADS LEGEND-PROPOSED WATER METER H WATER VALVE i.H. FIRE HYDRANT I{..,. WATER TEE W/ CONG. BLOCKING CATCH BASIN 9 MANHOLE • CLEANOUT [ CAP PROPERTY LINE (PROPOSED) LOT LINE (PROPOSED) 3. ~ BUFFER REPLACEMENT/AVERAGING AREA = 15,495 SQ. FT. ,,,,., EDGE OF PAVEMENT --,:-CHAIN LINK OR WIRE FENCE ,-c-WOOD FENCE S.A.T. '0. :: ± '76, /30 ,::e,, rT: A. BUFFER AREA = 'ii !G,B SQ. FT. B. WETLAND AREA = 16,962 SQ. FT. PERIMETER ROW AREA = 24,80'7 SQ. FT. STORMWATER DETENTION TRACT "N" AREA = 4,421 SQ. FT. STORMWATER DETENTION TRACT "M" AREA = 35,835 SQ. FT. RECREATION TRACT "L" AREA = 15,088 SQ. FT. AREA OF TRACT "M" OUTSIDE OF 100 YEAR WATER SURFACE LEVEL = 11,808 SQ, FT ,, "-'/I-WATERLINE -:au-"' STORM DRAIN n,n,,;r,, BUILDINGS )--~~r: CULVERT ,-45, __ -CONTOUR LINE NOTES: ----EXISTING LOT LINE/ROW 1 BUilDINGS MARKED WITH A_N * WILL BE DEMOLISHED \ ~g, 'l',tLLA?iP~/ i RES, B/11, OJ, ) TOPOGRAPHY BY GEORGE W. DRYSDALE, P.L.S. DRYCO 2, A LOT LINE ADJUSTMENT WILL BE REQUIRED AFTER PRELIMINARY PLAT/REZONE APPROVAL IN ORDER TO CREATE THE EXCEPTION TO THE PLAT IN PARCEL 'A0 AS SHOWN ON THE PLAT MAP DRYCO Surveying & Mapping 12714 VALLEY AVENUE EAST .:J, f'(EY/5££) 7D /#~L ft"()W A!l'!l>/115 t? /S"{; t> p/n/oz. Z. K£1/IS.E0 Ptc:."K .GC, S:c.et2:r-,,-,v,;,. L.t:77lo.'5° 3 -11-02_ ! ,€!;.VISED Pe~ !<,.C. c.o,u,-,,;;,vrS 8-C,-o; SUMNER, WASHINGTON 98390 "" m, (253) 826-0300 FAX (253) 826-9703 PLAT OF EVENDELL SCALE: 1 "-100' 70 LOT PRELIMINARY PLAT DRAWN BY: MJR DATE: 5/29/01 RE\>1SED: PREPARED FOR: U.S. LAND DEVELOPMENT ASSOCIATES P.O. BOX 22200, SEATILE WA 98122-0200 C!EJ~fl[U][i; T<O>Jt'l !!JlE1JEJr_,QPJVlIIEJ\J'Jr §JEJff~/J[([;E§ 22617 -8TH DR. SE., BOTHELL, WA 98021 (425) 486-2563 OFF. 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Ths n:ati ~u'.lclatf!J .11w1 !-0 foG sits ;iw (~ Sw.km !.) l1ar,m tim foU~r,.'fing ar.:w; _____ Q__ aw11 within a pmj&i 11iW "\'.Nt'il t:ra r1.qui;ed to~ ti::11:a::J@.1 fu1 ;.i1.;biie righ1,v1f-Yffi i:'; q)if'J,l.$ c1 tf;,'\'y ft-~( (00')-0h1!dih , ___ 7 ft., 130 _ c~riif'Jv:\1-ti:f0!W and b~sir b!Jff;r;";, \\l !lie ~x:tmi tiw.iy ard r~4u'.1%rl by Kl11t1 Cc11f:fy ~J mm;ii1: !IrnC131.'11f!f,:::,ri ·? ___ L/0, Z5 b _ :m;e_g ref.!1,1[rn'.l for <100'11.1 wound zi-a1mwah;ro:li11til fi.!cilitioo i11dt1dir~, bl..i rm! !imfo;:ai t£.i, ·> /J,65o r0t0rrl'nn.ld~::Ontion 9'0]1d:, ok;/i~rZ:iliil tWt!!~§. e~d ~iJir:.:;;;itS ili,1i1 sur.fi pr:r:,1fl !H"·d s\lid·:i~ arOO.§ rnqt!'.JW by hirig i'.:tH-lliy Ui Ni ctfdic-afad Oi' MZ~')Ji..'<i :':S Gll"·4~ ffiQ\J,J!on 8',;;f:!\~, [!(;t;,1<]; ,uoo w!lhi'.1 slwrm:~\;,1 ronlrol faci!Jr; il rtt1Mtn9 ~.ffiil.tii:iil t,p@j Groc<:i 2s ::r:!IU"ffsci by m: 2t:vH mo, (,,,i0, K~o:i rn 5 4'/, -1/ 3,Z ~~ graa(1lifj!.Hll"~ !~~(G~ $3-:f"Urt I.} I 3o~ P3b rutali<hl'ictio~1:, ::: -if I// S 'l G rel !l'i1d11t'i1 ;roo in 3/l!mre fa3t NO~: l'ti1WHt ~!¥a ai"cll r,1 zt11.1ai;a Bil 1oi1CTB'.:l !.IJ ~,;/:Jir,g by 43,b&O 9, e/ 1./ u:el D-'J~d,l"Jk, itM in <WFM ih.i miriimwm i.f.&:witJ rnQllit{ll1wrk !l:~~ikm w1t:1 to ih;i FI-4 l:'O/JQ:·, R.a:Ja Wfai~. ,.Wttim\:m ritr.sily fl, (1J~rm!n;d bf rrrnlt,:ptJir,g tbi :.'tlsi ii1:r1BW; in dwi]!n~ u11!~1~1q11;m:,s (t?,rci !.k,Jlinn !!.) by Uw1 r1et l!;,11'1cl:;:b'.11 mea nf1Jhs ijf(e ifc a:-cr,ee {w·t ©'m:!km ll,J \'!M tbm mu11ipl}ing tim nn1J:jn~ µ11:xh:r;l by 1h3 m!n!1rn:m Q1m~.y p::trentil'~:; fmm@ie K.C.C, 21A 12/.Kl:0 W.b!a. 1nw: mil1imu 1111 Jan~itt 1i&qt1i!'?iJ11tir!1S m3;y bii ph1mid z,rwiv&l t; Vi,1q C1un\Y t,1i r;J_filln c,w;,5. Sh~ i<.C.G. 21k12.00fi 6 b,as..s d&:1;,lty Jn du!ac (600 s:e-1~'Ciri II.) X 9. L/L/ n:".11 !J!A!datfo .:rnc!inl:'Ji"~{~11ri&,1:.:fam V.} ------;; 5'r;;;.$ c. ? x mln'.m1mu iJen;;,f:) % ;;J;t forth in KC.C. 210, 12.,:rJO -:tr~~ a1-:i)1@trl iri ~~ri \ll :a: ·---~!2__-rr:~i11mumtmrll'lllj lHtitJ r1,q11\rtd !i I S~Clla'\J, TO'#NSHIP & R!'l}mE: PJ.:IR.8'\GE: "i'O i:AL i\!UM0tH tX: LOTS: 8FD: Y'{Yh'?JH:Jt:3E: PRorc-m~n U§~: SEWftJ1: Dl§PC·SAL: WA:ER GYSTiEM: 2ie:~:o:x vmrn1cr: riwt~. rnim1c;: lE~EPHU~JE §lEHVlCE: POW~,Jt LJ EVENDELL PRELIMINARY PLAT SE 1/4 S14-T23N-R5£ I SCALE: 1" = 100' c.5_..,.,.,r-_. 2d 100 0 100 rel; ?,eo.Pt>S£D 5£ /3(/'sr. /?OAP JMPifoVEME,vJ:5 , 5££ Pi.AN TIT/.[D 5,1(,,1/T' t)/5/;,/NL£5 f WETLIV·if) :[)J/PAe--r<; ",:;£ /3{;. t:J S'1.-??£llH/N,4,ey f:.OAD Il1PKOV£!'/£NT PLAN'' 1, ~ WETLAND FILL = Z:Z.5 SQ, FT. 2. ~ BUFFER DISTURBANCE IJ.tL l.Wtlf DfN~!(:f{li'~rn<:.~;.;(};;;ll,l)i;,f _s,::tM3:J 1Ef=f{; ;hvmui l~rnt1lri;'.<trir.J, P.:t R1::lf;t:·i Drmw1 A. BY R.O.W. = 8,7N, SQ, FT. Hnw~rd 1%i:m:tmy/M1dlt..tl Utt B. BY LOTS = 0 SQ. FT. PJl 8@: 1.2201) i~f!12!l~45tM Gt 200 &rJ:%, 'ff.ft, tlB~22~02m;· 3, ~ BUFFER REPLACEMENT/AVERAGING AREA = 15,495 SQ. FT. {}.Ytttu,~:nri Dir-1~o;µmeu1t 8tr\11:tet 2t::;iv~VOR; /J:'i;;i1;;al .J. ~csrmn~ 1¥5i7"'3frl L\r, S~. l4:it'mll. WA Dt~2i .SIH(U'; fAiMt Y rJ~6UEMHAl CW OF R£MT0i1 RErrffDN/!SHtl.Qll~H WMG CC:Uif'Y !FIRE !l}JSTRiGT t!:.2B QWEST !PUGET SOUMJ .2MEit(Jt PIJGP:T HDUMl HK'./16\' .t;nn [$f10.U.DEJAFJ[i L3:!lrft' B'j'flJtmt 1Vi4 VsJ!gy ,~'<'M!So ~.!Iii S.A.T. '0, "' ± '76,/30 5:6:!. l"'T: A. BUFFER AREA = 59,1 M?, SQ. FT. 8, WETLAND AREA = 1G,962 SQ. FT. PERIMETER ROW AREA = 24,607 SQ. FT. STORMWATER DETENTION TRACT "N" AREA STORMWATER DETENTION TRACT "Mn AREA = = RECREATION TRACT ''L" AREA = 1'5, NJ8 SQ, AREA OF TRACT "M" OUTSIDE OF 100 YEAR LEVEL = 11,808 SQ. FT 4,421 SQ. FT. 35,835 SQ. FT. FT. WATER SURFACE LEGAL DESCRIPTION pAK.C.15L '8' w V) ~ ~ .... ~ SE 128TH ST VICINITY MAP ----. -------- SI\' .90o S 136TH ST w V) ~ ~ It') - SITE THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 14 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEJ'ST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AS THE POINT OF TRUE BEGINNING; THENCE NORTH 00'25'21" EAST 523.99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH ss· 07'58" WEST 653.61 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'27'05" WEST 525.82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88' 17'35" EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING, EXCEPT COUNTY ROADS. PARC£L 'A' (5€:C:r/O'f'c'z) TOGETHER WITH THAT PORTION OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M, LYING EASTERLY OF THE EASTERLY MARGIN OF 156TH AVENUE SE PS DEEDED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 1094243; R--4 EXCEPT THAT PORTION OF THE WESTERLY 199 FEET THEREOF, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH AVENUE SE, LYING SOUTHERLY OF THE NORTH 30 FEET THEREOF, NOTES: '"'"--1 f"\ 1',,,;1 ;:; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. -·~2-::::r:?1-1'::r::;, \MITH .4 NON-EX(;LUSIVE EASEMENT FOt\' ltJGf:'ESS, EGRCSS ;\ND UTIU-:-!ES OVER, UNDf.:r< '~.ND P,CROSS THE NORTH 15 FEET OF THE WEST 187 FEET (AS MEASURED FROM THE EASTERLY MARGIN OF COUNTY ROAD RIGHT-OF-WAY) OF LOT 2 OF SHORT PLAT NO, 878133, RECORDED UNDER KING COUNlY RECORDING NO. 8002250639, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS THE SOUTH 15 FEET OF THE EAST 22 FEET OF THE WEST 199 FEET, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH AVENUE SE, OF THAT PORTION OF THE NORTH 1 /2 OF THE NORTH 1 /2 OF THE NORTHWEST 1/4 OF THE NORTHWESf 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M, LYING EASTERLY OF THE EASTERLY MARGIN OF SAID 156TH AVENUE SE Co"1S7Je,UC,r !3' P,4Vt;;f) SI//JOL/>U'_ .,£ ,e£Loo+J7;': De,;J,vAkE f)1rcJ1 ALot.J& --F%?ceif£:C-T ?ZDNTA-6£ /tot.<Av,c SE. Exhibit No. :__l .. A-____ 1 Item No. lo/(l_oo Jl/llJ Received_ ?, -lp 'S\ 3 King County Hearing Examiner ---- LEGEND-EXISTING try MONUMENT FOUND THIS SURVEY () FOUND PROPERTY CORNER AS ®ii SET REBAR G CAP LS# 6228 & SET PK@ TAG LS# 6228 L\ ELECTRIC METER r-, POWER PDLE J, UTILITY POLE -GUY ANCHOR 181 PHONE OR CABLE PEDESTAL CJ FIRE HYDRANT & WATER VALVE '[Ii_( WATER METER "' CATCH BASIN OR INLET i:illl @( GAS METER ~f;]\· DECIDUOUS AS DESCRIBED --[-OVER HEAD ELECTRIC LINES ,7r---EDGE OF PAVEMENT -x---· CHAIN LINK OR WIRE FENCE -o WOOD FENCE --VJ· WATERLINE -SO-STORM DRAIN ,.,,.-,-,,7,, BUILDINGS )~-~c CULVERT -,,,,,--CONTOUR LINE EXISTING LOT LINE/ROW INDICATED LEGE;ND-PROPOSED WATER METER " 1M WATER VALVE 1.H.FIRE HYDRANT I{..,. WATER TEE W/ CONC, BLOCKING • CATCH BASIN MANHOLE CLEANOUT [ CAP PROPERTY LINE (PROPOSED) LOT LINE (PROPOSED) I. BUILDINGS MARKED \\>1TH AN * WILL BE DEMOLISHED. 2. A LOT LINE ADJUSTMENT WILL BE REQUIRED AFTER PRELIMINARY PLAT/REZONE APPROVAL IN ORDER TO CREATE THE EXCEPTION TO THE PLAT IN PARCEL 'A' AS SHOWN ON THE PLAT MAP. DRYCO TOPOGRAPHY BY GEORGE W, DRYSDALE, P.L.S. DRYCO ~ 't. ~~v p 2. /ZE.V/_(ED PE.E: K:.c. :;aey..-;,vfr c'.t:7Ta£' / ,eevr5E.O Pez: t::.~ c::..o.,,,,,.,,t£rvTS 3 -11-02.. B-C,.-o; Surveying & Mapping 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON 98390 ;;:: 70 tk. (253) 826-0300 FM (253) 826-9703 l) (:\PLAT OF EVENDELL SCALE: 1"=100' 70 "'OT PRELIMINARY PLAT DRAWN BY: MJR DATE: 5/29/01 REVISED: \ .,. J,S. LAND DEVELOPMENT ASSOCIATES PREPARED FOR: P.O. BOX 22200 SEATILE WA 98122-0200 (:'JEN1'lUJ&lC1 rr 11 lEVlP,ll,O 1F1vIT~rf][' §TElft'\/J[:(:JE§ --22617 -8TH DR. SE., BOTHELL, WA 98021 ( 425) 486-2563 OFF. 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'I IQ lqLlii:rn hi:-rt X -·-·--···--· __ pn:J:;::iad nmnba:rli' ~!iiV 00-:!'1t,om 01rJ;;~ --------· __ ~ff111,w-0t1 11 •mnMJ •J·w:;,; r.! 11 .. ; ~ tatirwm t.!rJ;~ Rstk a"roJ£ r,ullt!friu1i:~m tnd tn·f111Mmc1m rl,h·n:r:,ui di il lier:cti!J 1:;i t41;M tr~i er lo:~li r:>ar iM,') mud ;J'.O'ii•.fo ffi~ct4ll.i,m@I ~j};l';J f~ foil•N,~: Ti!'.:; 0~L'l1 li1 l.mill f~,r romp111ing 11'11irmm1 d~Mi!y &J~! mw:,5i t~i mmp!·t~i:d or,t' [illi;.l ~iii, ,'1 !1}(;3.b.! ir, tim H4 fi!r<11~;t1 [R..-l,..1,mr,ae ~~d dei:l!Jnal,00 IJ;;Jr.11 by thtl Vl11; l);:u:rty r;:;mpi\:tJl~,rwNo PIE,t Tim net buii\;~:b~ <trn:i !s tn;; c,5,ti <It~ (tee Sm:-tir.m I.) !u'm ~ /(,l:owtn.-0 1:.rws: --~-0 ·---·~ LC\~!JJ.! \i!WJi.!11 ,1 p:Dj.%'1U'f1 'ikic:1 :}{\J FMj!lilOO \ti L~i 1.11:.dic&'t-stl for1;:-~iJ../ori~hh-0fat.'Jii;I in e'A~ rli ~ii.iffu~t (@') cJ l;,,itii,i lo 5 1 7. 00 __ ,_1:.tr,~i'Jiva g,~;a;;; E"J·~.i tiwir buil-\iffi, :k,1 \hi~ 1;.:crted lt~y t!lii requ:r.iJ by '.G11g Cmmty It r~M1!/IJ !.!iidC'<'e:(iiVi:J _3_§_,_7_'1__o ___ amw tl#j111,~ fer it•J",'O 9'(.;!.ifl~ simmw~tir i:uilrul fat1i ::'tit i11i:/11dlng, J rt Mt l 1111h:•J w ;;3f::,r1~t11/:i:il~riUon IJl,;wfa, bio:J.~.mifr!l~ /J1Jai% Hrcl 1mt:0.(;~J 'n;m i>,UCh !i!mdii llM nwa!}z --~' Z,Z{Z ____ . __ ar.1-:tJ wquirca~ b'f i'.mg C0tinl1 w, b1i \1&11t-t111.;J r.r 1si; Mid wJ il11-s1k1 n:trM~'C-n ,~'39.s (~id1 d m1:1a wili:fo 1JY.1mP1J!.!~rwrt!rtl );1r;Jil:)r ffnq1nillng 1w;;g,j;,1~ :1/;£C1l ti•Y.i1, u,.J a1)HfGd ty i\O'J 21A '14.160. {::ii;·.J ~ilbr ll/,) ----· o·--··--W~i:J'.V.il U1[it)" !Xmkn!S, ll/1<'.i 0 -----·····------·~-· ------·------o. --------------o. 0 -----··-·----------- I 'l ?'10 <;I"" ----t ---------- ---------·-------- _j ':U~, __ 3-~~-~a~ i!mffi ln ni::1ium ~~~ (oos (i.et)hm LJ ~ /01,C..b? lolilr,'lliwl.',nm; ~ .386., ~·~····-rl\.i'l ~1,Jid:.'.biii Wt'l in ~~1m:re ·rm:t ['·ifff!::: >;1J~,n-J~ il.ifo :t;et-4 i,·1 ~'1.!t.rn 'r~ ~1 <ltrei. !ly clivi•.l!n:J l1y43,~fl 8. e:, z.. Ml b\!ilrl®bt0 rmw :i, ~:~st mu:ti1:il)'i'i'Bf) 11,~ ha.se rfam;ibJ i~ clwi:nn~ 1rn~1 pew ~-era !tic.~ Sect.i~n 11.)· by 1}ia nsi IJ 1JIM$.t,1., rn;1 d 111!! wl!.i irl ;;,;i'S~ (,Ha ~:t'tir: ':f.) i:\i1:fJ t.fil1 t,'.uH!~:/11!t tfill 1~~.1u!Ur~;1 pmti!!!'.:t byfoi li'.tiim!Jm@o-1'.;it:,' ~/~~n~e !~Oilfl 1hi1 K.C.C.11A.i2.N 1{! ~N~. 1rh.:;, rnWr!'iu:m ,;!i\ik.'./:y IW.'.[.tlifsltllHrffi ll1$jl bii pl14:11~l GJ'','!lli"il!J fiy t:.!,~ Ci.:iuri!y ;JI CkfkCifl ra;~i;~~ S8S l''..C.C. 2-tfi..~2.001 CE'tt1!wl!:'.1n: ~ brr.oo o\ns.ity :n ::'tef&.t(J·~& $Winn !l.}A _ ... B. '!.? ___ rnal buildab!& ;:;r~ b -,,;~~ii (c!f.l~' tffi-cli::m V,) · :i 3, or; " G,.., X mh!ffiu111 de,1iit; % .sst I011i1 in f\.D.C. 2H 12.!JW :;,r ,m tZQj~,;e_oo ~1 in1,:n VIL ___ 30, 3L/ ~--mnlmurnc,l'Wlmg11:1ir;;~.;14uiRt-tl WA.Tm ff·foll~~J: ;;~ii:Jft rn.s1v1c1 (J) Ll.S. L,:mtl ,lN,t:iit:P"·lcm\ .4.i:-E-1X:i1Ji~!; /-k:¥Hrd St1l1~urr1H1i!cii1ml v~ P.:O. /b;( 22WG §~i:"·:1, v~1;.! ~tt&.,1)200 C·9~illwir,r, [)1Jw1bpumt Sra:n;bcu Mlr.h,util J, fkrw~r.;;; 1~B'lN.kh Dr. ff':. t'ot:1,ill, WA 1l6tR1 (•l:2il) ~JOB-2ti'1i3 t~: 114 fr'·J.123WJ,J'l5!: 11-4 ff/;, CIW OF 11,.NTGI°, H,h,~iCT ~:i)UND f:MgqG'( Xilr BROALtlfaJ,JD ,;,E ;._,ii' PF~l:L./J\Al NAiC?'t· /::JI 111 r· L.,,./-ii Sf: """'· 1 4 "jl"2 3 II. I c·i5· £ ~) ,, ~ •.• ., .. j --;· v _,,, ... r'( ._ li:fBlh ' ~, I ,,,.. -.:·/ .< ,, p,r ~. ;·-' tA 't~ )f )L /~) . 1 j SCALE: 1" ,0 100' IIIIIIC""/lillr---·--------/lllil!lllUlli!llllll!llll!lill'j L..111111._.11111111=1111111111ua1,1!111111 --------- 1 Oil 0 1 00 200 ' u 1 iWE\J!l~ (:u:.~iM"tril!:,]. P.S. f-1:ebetl D81 ''.'r'.lW I. (;§§~ FlUFFER DISTUREIANC[ -B)' R. a.I,} I1'1f',eovo-1£NT$ 1,c,t·'A'lf. s£. ~.11!:'JJ:1n:,, W/~ msn::; (t\2~,) 7it6,:J3/2 LliWf Bfff/'JUt 12:7 JJJ Val~f A,11:;nu-~ E,;.mi: Swi1m.ir, Vi/.,\ tr'J'..mo (:£.:,2} 02e.n:5tJD _ ± 1,soo 2. e;~~ 13UFFER REF'I.ACEMEl'JT / A\IERAGIMG Af'!EA - S.A.T. 'G' A Wetland Area +-16,527 SQ FT B Buffer Area +-49,173 SQ FT. DET/REC TRACT 'E' & RECREATION TRACT 'F' A B C Tract 'E' Area = Area of Tract 'E' Above 100 Yr. Water= Surface Level Tract 'F' Area +-35,740 SQ FT +-11,713 SQ. FT +-11,000 SQ FT. ;f; ;z, '71 z. S<ll.. Pr: SQ. FT. "··--------------·-·----------·-------------------····------------·-·--------·-·---· .. --,--····- /,,_,_"""' _ _..,.... .. -··, ., /" "\,,__......~ I ......._~· •,'-··-""'\., ,/ l,I \ V ; \ ~ ::r: lii \ .,,t w ,t$) ,,,.----.. ·-------.. g__I28JlL:~ --·---i 1:,, ....-·· if: ~ ~ v<\ .. -·· ~ s~ · SITr~ ~. I '~1~ 7<S\, f -··-··1 I ~'. . .;-''"". ~'. ,,,,,"".., 1 I "".,., -------------··---------------·-·--··-·~·------·--··---·--··-----------··---- S 13(,TH ST Yl.~Iln:~1.~.e LEGAL. DESCRiPTION u.'i > ... : iE: Cl "' - 1-1 sr THE EAST HALF OF THE NORTHWE:,T QUARTER OF THE SOUTHEAST CIUARTER OF SECTION 14, TOWNSHIP 2.3 NORTH, R,sl~GE 5 EAST, WILL/\JIAETIE MEl,IDIPN, IN KING COUNTY, WIISHINGTON; EXCEPT T!·IAT PORTION OF SAID E~.ST HALF OF THE NORTHWEST QU,\f/TEF< OF THE SOU"IHEA,<;T QUARTE:R OF SAID SECTION ·14 D[SCRIBED i\S l''OLLOWS: BEGINNING AT THE SOUTHEAST COllNER OF SAID EAST HALF OF THE NOfffHWEST QUARTER OF THE SOUTHEAST QIJARTFR AS nlE POINT OF TfiUE BEGINNING;; mm,,) ,1IORTH 00'25'21" EAST 52.3.99 FEET ALONG THE fAST LINE OF SAJD EAST HALF OF THE NOF:THW!cST QUARTER OF THE SDUTHfAST QUARTER; THENCE NORTH 88' 07'5[;" WEST 653.c,1 FEET TO THE WEST UNE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTH[AST QUAIUER; THENCE SOUTH 00'27'05" WEST 525,82 FEE.T TO THE SOUTH Lll~E OF SAID EAST HALF OF THE l<ORTHWEST QUAR'fER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88'17'35" EAST 65,3.84-FEET ALONG THE sou11-1 LIN[ OF SAIi) EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUAITTER TO THE TRUE POINT OF BEGINNING. EXCEPT COUNTY ROADS. ·0-- --7,----·~ / _LEGENQ--EXISTING MONUMENT FOUND FOUND PHOPERTY THIS SUINEY COFINER AS INDICATED SET REBAR ,!;; CAP LS# 6f!28 SET PKG T/\G LS# "i228 ELECTRIC METER POWl:R POLE UTILITY POLE GUY ANCHOR PHOl~E OR CABLE PEDESTAL FIRI: HYDRANT WATER VALVE WATER ME:TER CATGH EIASIN OR INLET GAS METER DEC!DUOUS AS DESCRIBED ovrn HEAD El.EC"!HIC UNES l:DGI: OF PAVEMENT NOTES: Exhibit No. _l_.__..,8~--:-:- Ite,m No.LQ..te....eo 16 "\::: l.-O r Received _}_::.k -Q3 King County Hearing Examiner WA TEI'! METER WATEF1 VALVE b·IJI 8( F',,H.FlRE HYDRANT ~J .. WA TEI'/ TEE: , , ·· W/ CONG. BL,!Cl<ING Ill ,,~ ,, CA TC/·/ BAS1~ MANHOLE CLEANOUT CAP PROPERTY LINE (Pf/OF>0S£D) LOT LINE (PROPOSED) x-- --['-- ·-----\,,!-- ----r:Ju--- CHftJM Uf,IK 01, WIRE l'ENC:E WOOD FE"NCE WATF.'RLINE I. Buildings marked with an * will be demolished ---,i-64-·-- STOFIM DRAIN BUll.DIMGS CULVERT CO~ITOUR LINE EXISTING LOT LIN[/R TOPOGRAPHY BY G.EOHGE W. DRYS DAL[, P LS. ;~ l)R1(C:Q, <If Surveying & Mappin[! '/0( 12714-VALLEY AVENUE EAST z /lEVi<W rv '-le ~or.s z/v,/o, 11,~ -SUMNER, WASHINGTON 98:,lli}---- /. u.v"w ,,,,,, cc """=rs 8klo1 "'"" (2~3) 8:26-o:,oo f'AX (25.;i)...S-26"1~.~ If ---m:~-:1 _ .. :::~:%1 4.6 • .,2!'~LiM~~Ry~~ PREPARED FOR· U.S, LAND DEVELOPMENT ASSOCIATES . P.O, BOX 22200 SEAITL[ WA 98122--0200 "'"'lilllllllll:l11111Te11i11111~-;111-=-,,•-1111-.u,i-~mi,aiiiii.J.fi1-1:t-1.i-r.-.,.,-..,~.-..,,.._111i:._,1A1_..,.._"'.- «~:JEJfJIUJr;/I(vN lD]!f</1t:rl,Off»l\iflEl'lI SEll~.'(/Jr:JE§ 226'17 -8TH DR. SE., llOTHELL, WA 9!1021 (425). 486-25133 OFF. (425) 486···3273 FMI 1:1-~~-~·u•-lli_,._u,,_-~ll'li!i-•m-111-.,1Jw111111111.llll:'All!ll1.111-011-1,.-~._,,~...._,111 ___ , u ......... ,. -·--·---------·----·-·-·-----------_ .. ·1-1,_,111,-.,IJ~·-,,,-~.,\,1,,· v\ . /' ,-,. ' .: C1· •· ; · /1( ,_,,, ------' l) MAii\! fll.E COP'lf I I J ) I I. SHe Area (ltC.C. 21A.06.1172): Sita areoi (insqt.Jara faet) is 1h11 grnss hcrizoolal area of the project sile, less submerged lands as defil'ltld by KC.C. 2 IA.06.1265, and less areas which ara required to be oodicawd on the perimeter of a projec! site for pubnc righ!s-ol-way. Calculation: II. O square feet in st1Dmergt!d !and (any land below the ordinary high water mark ---~---• see K.C.C. 21A.06.825.) + --~1~6,33=9 ___ square feel in perimeter rights-of-way which will be required to be dedicated (area 30 feet from center line of road) = 16,339 Total --~~-- --~49~6 3~55~Gross horizontal area of !tie projeci site ___ 1~6-~33~9 _Total submerged lands and rights-of.way --~480~0~16~Site area in square foot NOTE: To conLinue calculations, convert site area in sqoo1e feiitto acres ~y dMding by 43,560 ---~11"'.0"-2 _ Site area in acres Bas• Oenslty (K.C.C. 21A.12.030 · .040 tablas): The base density is determined by the zone designation(s) for the Joi. 4 du/acre Ill. Allown~le Dwell Ing Units and Rounding (K.C.C, 21A.12,070): The bass number of clwamng units is calculated by mumplying the site area by the b(lse densi~/ in dwelling urilts per a~• lrrom K.C.C. 21A 12.030 , .ll40 tables). 11.02 site armlin acres (see Sectkm 1.) X ---~~ 4 base density (see Sec1ion lJ.) --~--= 44.08 allowable dwelling unJts When calculations result in a fracllon, the fraction is rounded to the naarestwtmle number as follows: 1. Fraciions of .50 or above shall be 10unded up: and 2. Fractions balo1•1,50 shall be rouOOad down. IV. Required On-site Recreation SpaC1l (K.C.C. 21A.14.180): This section must be comp!.lted onr1 :f the JifOpc.sal is a residootial de'taklpmenl of mare than four d!ielling units In tha UR and R zones, stand-a/one (rt1<11hoosas in tile NB zone on properly designated Commercial Outside of Center if more than fol.Ir units, or any mixed use developmerit ~ more than four units. Rec,eation space mt1St be computed by multiplying tha recreation space requirement per unit fype bytha propos.id number of &U<:h dwelling units (K.C.C. 21A14. 180). NOTE: King Courrly has the discretion lo acC'.lpt a foo in lieu of all or a portiofl ofttla required recreation space par K.C.C. 21A 14.185. Apartmenl3 and to\w1hnuses developed at a dBf1sily greater thari eight units par acre, and mixed use must pro•1ida recreational space as follows: 90 aquara feel X 130 ()(j1JarefeetX 170 u11uare feetX _____ proposed number of studio and one bedroom units _____ proposed number of two bedroom units -----proposed lltlmber of three or more bedroom units _____ Recreation Space Requirement = Residential subdivisions aM to1,r1hauses de·tEloped at a density of eight units or le,ss per acre must provide recreaUonaJ space es follows: 390squatefeetX -----"4"-4 proposed r1t1mber of uni ls = Mobile home parks shall provido recreational space as foUows: 260 square feet X _____ proposed number of units :: V. Net Buildable Aroa {ltC.C. 21A.06.797): This s.eclion is used for com puling minimum densil'J aud must be completed only if the site is rocated In the R-4 through R-4Szo11es and dasignated Uiban by the King County Comp1aMnsive Plan. The net buildabla area is tMa site area (see Sectlon !.)less the following areas: Calculaaon: VI. ___ _,o ___ areas within a project site which are required to be dedicated fur public rights.of-way in exc66S of six!y f~t (60') of width + ---'6'-''l,_'1"1_J __ sensiti~e areas and their buffers, to the extenttliay are required by King County lo remain undeveloped + __ _,3,,5,c,c74,,0 ___ areas required for above ground stormwater control facilities !m:ILiding, but not limited to, relentlonldetantion pa,ds, biomtration swales and setbacks from sucil poOOs and swa/es + __ ..,8o,,9"'67c..... __ areas required by King Co1.1nty to be dedicated orr.is6f\'ed as on-sila recreaUon areas, Deduct area within stormifiater control facilit, if 1equesting recreation space Cf8dit as allowed by KCC 21A.14.1ao. (sea Sootion JV.) + ___ _,o ___ rt1gional utility corridors, and + ___ _,o ___ other araas, excluding setbacks, required by King County to remain undavelopad -~/c,Oc.q,;,5"'--'-</.L./ __ Tolal reductioos 480,033 sita area in squara feet (sea Section I.) / 09, 5'-/ I Total reductions = B7D L/.'12 net build able area in square feet NOTE: ronvert site area in square feet to acres by dividing by 43,560 = 8. 'h) net build able area In acres Minlmun1 Urban Residential Denslty (K.C.C. 21A.12.060) The minimum density requirement applies only tot ha R4 through R-48 zones. Minimum densHy Is det.mnlned by mu!tiptJing 1he base density in d'11elling units per acre (see Section IL) by the netbl.Jildable area of the site in acres (see Sectior, V.) and tllen mul~plying the resulling product by Ille minimum density percentage from the KC.C. 21A12.030 table. The minimum density requirements may be phased or waived by King Count;' in certain cases. See K.C.C. 21A.12.060. Calculation: 4 base demity in dulac (sea Section 11.)X B~~ J net buifdable area in acres {see Sei,iion V.) -----:: 3'1 ,02. X minimum density% set forth in KC.C. 21A 12,030 or as adjusted in Section VII. = 1. 8. qi. minimum dwelling unils required 0 0 0 0 17160 0 APPLICANT: PROJECT MANAGER: SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMBER OF LOTS: SFD: TOWNHOUSE: ZONING: PROPOSED USE: SEWAGE DISPOSAL: WATER SYSTEM: SCHOOL DISTRICT: FIRE DISTRICT: TELEPHONE SERVICE: POWER: NATURAL GAS: CAOLE TV: CURRENT PROPOSED EVENDELL PRELIMINARY PLAT SE 1/4 S14-T23N-R5E U.S. land Deve~pmentAssociales ENGINEER: Howard Stansbur1IM1chael Utt P.O. Box22200 Seattle, WA 98122-0200 {206) 726-1445 Centurion Development Services SURVEYOR: Michael J. Romano 22617-Slh Dr. SE. Bothell, WA 98021 (426) 466-2663 0 0 R4 R4 SE 114 S14-T23N-R6E JI , '-I SINGLE FAMILY RESIDENTIAL CITY OF RENTON KING COUNTY WATER DISTRICT #90 ISSAQUAH KING COUNTY FIRE DISTRICT#25 QWEST PUGET SOUND ENERGY PUGET SOUND ENERGY AT&T BROADBAND Haozous Engineering, P.S. Robert Darrow 13428451h Ct Mukilteo, WA 98275 (425) 745-5872 Dryoo Survey Larry Sargent 12714 Valley Avenue East Sumnar, WA 98390 (253) 826-0300 SCALE: 1" = 100' ..... 6!"" i 3 100 0 100 200 1. ~ BUFFER DISTURBANCE A. BY LOTS = 9,199 SQ. FT. 2.~ 3.~ BUFFER REPLACEMENT/AVERAGING AREA = 14,624 SQ. FT. BUFFER ENHANCEMENT AREA = ±'1,000 SQ. FT. (IF REQ'D) (TO BE SELECTED BY BIOLOGIST) S.A.T. '(,.. A. BUFFER AREA = 48 ;<87 SQ. FT. B. WETLAND AREA = 16,527 SQ. FL PERIMETER ROW AREA = 16,322 SQ. FT. INTERIOR PUBLIC ROAD AREA = 56,134 SQ. FT. INTERIOR PRIVATE ROAD AREA = 7,763 SQ. FL STORMWATER DETENTION TRACT "E" AREA = 35,740 SQ. FT. RECREATION TRACT "F" AREA = 8,987 SQ. FT. AREA OF TRACT "E" OUTSIDE OF 100 YEAR WATER SURFACE LEVEL = 11,713 SQ. FT R-4 ,. -~----~~-----JJI -------~-- ~~1SSA OU~;,, oN-iSSA 0<14 &o '1'o ,,.v ;,, -?q rv"' . c,'v '<' S',1> /.:{ .90o Lu VI ~ :c S 136TH ST ~ Lu -VI SE 128TH ST ~ ~ LO ~ SITE ~ w LO ~ ~ § - VICINITY MAP LEGAL DESCRIPTION THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 14 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AS THE POINT OF TRUE BEGINNING; THENCE NORTH 00'25'21" EAST 523.99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88' 07'58" WEST 653.61 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00'27'05" WEST 525.82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88'17'35" EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING. EXCEPT COUNTY ROADS. l2\. ( .J, -0--- \ I <'GENO-EXISTING MONUMENT FOUND THIS SURVEY FOUND PROPERTY CORNER AS INDICATED SET REBAR & CAP LS# 6226 SET PK & TAG LS# 6228 ELECTRIC METER POWER POLE UTILITY POLE •-GUY ANCHOR l:".I PHONE OR CABLE PEDESTAL Cl FIRE HYDRANT /;\ WATER VALVE GZ( WATER METER 1liil CATCH BASIN OR INLET 'cf GAS METER --·r-r- -x- -a- ~I/·/-- --sr::,1 -·--· DECIDUOUS AS DESCRIBED OVER HEAD ELECTRIC LINES EDGE OF PAVEMENT ,,JI CHAIN LINK OR WIRE ("' WOOD FENCE WATERLINE STORM DRAIN LEGEND-PROPOSED &!I WATER METER M WATER VAL VE i.H.FIRE HYORAN~ 1f,4 WATER TEE W/ CONC. KING CLEANOUT [ CAP PROPERTY LIN~/f::.POSED) ·-·-·-LOT LINE u0t!1't.D) ,fa~ MARKED WITH AN * WILL BE DEMOLISHED. TOPOGRAPHY BY GEORGE W. DRYSDALE, P.L.S. DRYCO Surveying & Mapping 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON 98390 (253) 826-0300 FAX (253) 826-9703 PLAT OF EVENDELL MAIN FILE COP SCALE: 1"=100' DRAWN BY: MJR 44 LOT PRELIMINARY PLAT DAfE: 5/29/01 PREPARED FOR: ISION K.C. O.D.E.S. 1 l I j I. Sita Atea (K.C.C. 21A.06.1112): Site area (In square feet) Is !he gross horllOl1tal area of the project s:te, less submerged IWlds as defined by K.C.C. 2 IA06.1265, and I~ areas which are requirOO to be dedicated on th& perimeter of a projecl slta for public rights-of-way. CalculaUon: II. ___ o~ __ square feet in submerged Ian~ {any land below the ordi11ar1 high water mark • see K.C.C. 21A.06.825.) + --~24~,9~93~ __ square feet In perimeter rights-of-waY '11:hich wlll be required to be dedicated (area 30 feel from center line of road) = --~24~,9,;93~ __ Tolal --~566=,23~9 _Gross horizontal area of the project sJte --~24=,993~Total submerged lands and rights-of-way --~54~1=,24~6 _Sita area in square feet NOTE: To continue calculations, oonvert site .irea In square feel to acres by dividing by 43,560 ___ 1=2.~43_ Site area in acres Ba.a Dansity (K.C.C. 21A.12.030 • .040 tables): The base density is determined by the zone designaUon(s) for the lot. 6 du/acre Ill. Allow•ble Dwelling Units and Rounding (K.C.C. 21A,12.070): Toe base number of dwelling llrlils is calculaffld by multiplying the site ar*I by the base density in dwelling units par acre \irom K.C.C. 21A.12.030 • .040 tables). __ __,1,2.43 site 8111 ;J in acres (see Sec1ion I.) X ---'6,_ __ base density (see See]on ll.) ::: 74.55-al!o'l/abJedwelllrrgun\ts Wher1 c..tlculations result in !I fracliorr, !he fraction is rounded to the nsarest whole number as follows: 1. Fraclione of .50 or abo·,e shall be rounded up; and 2. Fractions below .50 shall be rouru.Jed down. IV, Requlrnd on .. lle Recreation Space (K.C.C, 21A.14.180): This section must be compretod onl'/ if the proposal is a residentiaJ deve!opmoot of more than fau1 d-t1elling units In the UR arid R zones, sland-alooo townhooses in Ille NB z:one on propert1 designated Commercial Outside of Cenler if more then four units, or any mixed uw davelopmoot ~ more than four units. Recrnation space must be computed by multiplying the recreation sputO t8{Juirement per unit type bJ1 t~a proposed number of such dwelling units (K.C.C. 21A.14. 180). NOTE; King County has the discratlon lo accapl a fee in lieu of all or a pofliofl of the required recrl!ation space par K.C.C. 21A.14.185. Apartments and townhouses d0 11eloped at a density greater thari aighl units per acre, and mixed use must pro~ide recreational spaoo as fullO\v~: 90 niJuare f'eet X 130 uquare feetX 170 6quare feetX _____ proposed Jll.lmbar of studio and one bedroom unils -----· proposed number ofr/i'o bad room units _____ proposed Jll.lmber of three or more bedroom units _____ Recreallon Space Requirement = R8$idenUal subd!visions and townhouse$ devetoped a! a density of eight uriits or less per acre mus! provkle reerealionat space as follows: 390 square feet X ---~7~5 prop0$ednumberofunits = Mobile nome parks shall provide f'f;Cl'eational space as follows: 260 squ~re feel X _____ proposedrrumberofunits = V. Net Buildable Area (K.C.C. 21A.06.797): This section la used for computing minimum density and must be completed onl)' if \he site is located In the R-4 tlirougil R-4B zones and designa1ad Urban by Iha King Coonty Comprehensive Plan. Tho net bulldable area Is lhe site area (see Section I.) !ess the foHawirtg areas: CalculaUon: VI. O areas within a projact site which are required lo be dedicated for public rights-at-way in ---~--excess of Sixt'/ feet {60') of wkJth , __ .c..67,_o~•-o __ sensitive areas and their buffers, to the extent they are required by King Co uni>; to remain undevaloped + --~40~2"'56,_ __ areas requira<l for above ground stonm·{ater control facilities including, bi.Jt no! limited to, relenUon/delenton ponds, biofiltration swales and setbaclis from such ponds and swales + --~14,.,,6"'25,_ __ areas required by Klng County to be dedicated or reser.'ed as on-site re<:rea1ion areas. Deduct area wtthin slomwater control facility ~ requesfing recreation space credit as allowed by KCC 21A.14.180. (saa Seciion IV.) , ___ o~ __ reglonal uli!ity corridors, and , ___ O~ __ other are.is, excluding selbaclra, required by King County lo ramaln undeveloped = _ _,/-'7-~/~q~1 ~I __ Totm reductions 541,246 sil8 area in square feet (see Section I,) I Z./, 91 I Total reductions = ~ ;c; 3:;:$ m;l buiklable area in squara feel NOTE: come rt site area in square fwt to acres by di~i<ling by 43,560 = nel buildable area In acres Minimum Urban Rooldenlial Density (K.C.C. 21A.12.060} The minimum densify raquiroroont applies only to Illa R-4 through R-48 zonas. Minimum density isdeterrnined by multlpfying the base density in dwelling 1miffi per acre (see Section 11.J by the netbulldable area of the Site in acres (see SeciioH V.) and then multiplyln1.1 the resu!Ung product by the minimum density percentage from the K.C.C, 21A.12.030 table. The minimum density r!!l1u!rements may be phased orwaiv~ by King County In certain cases. See K.C.C. 21A12.060. CalculaUon: 6 base density in dv/ac (see Se<:Uon 11.)X c;, '3 not buildable area In acres (sae Section V.) --~ :: 57. 7 f,;, X minimum da11oily % set forth in K.C.C. 21A 12.030 or as adjusted in Section VII. = J/, ''-I minimum dwelling units required 0 0 0 0 2925-0 0 APPLICANT: PROJECT MANAGER: SECTION, TOWNSHIP & RANGE: ACREAGE: TOTAL NUMBER OF LOTS: SFD: TOWNHOUSE: ZONING: PROPOSED USE: SEWAGE DISPOSAL: WATER SYSTEM: SCHOOL DISTRICT: FIRE DISTRICT: TELEPHONE SERVICE: POWER: NATURAL GAS: CABLE T'/: CURRENT PROPOSED EVENDELL PRELIMINARY PLA 7- SE 1/4 S14-T23N-R5£ U.S. Land Deveklpmen!Associales ENGINEER: Howard Stansbury/Michael Utt P.O. Box 22200 Seallle, WA 98122-0200 (206) 726-1445 Centurion Development Services SURVEYOR: Michael J. Romano 22617·81h Dr. SE. Bothell, WA 98021 (425)486-2563 75 0 R-4 R-6 SE 1/4 S14-T23N-R5E 13.00 SINGLE FAMILY RESIDENTIAL CITY OF RENTON KING COUNTY WATER DISTRICT #lJO RENTONIISSAQUAH KING COUNTY FIRE DISTRICT #25 QWEST PUGET SOUND ENERGY PUGET SOUND ENERGY AT&T BROADBAND Haozous Engineeririg, P.S. Robert Darrow 134211-451h Ct. Mukilteo, WA 98275 (42;) 745-5872 Dryco Survey L;ir~ Sargent 12714 Valley Avenue East Sumner, WA 98390 (253) 826-11300 SCALE: 1" = 100' 100 .. -• ltt 0 1. ~ WETLAND FILL = 200 SQ, FT. 2. ~ BUFFER DISTURBANCE A. BY R.O.W. = 4,649 SQ. FT. B. BY LOTS = 9,340 SQ, FT. 100 200 3, ~ BUFFER REPLACEMENT/AVERAGING AREA = 15,495 SQ. FT. 4. C:) BUFFER ENHANCEMENT AREA = ±q;ooo SQ. FT. (IF REQ'D) (TO BE SELECTED BY BIOLOGIST) S.A.T. 'D' A. BUFFER AREA = ,o, ob!3 SQ. FT. B. WETLAND AREA = 1 6,~ 62 SQ. FT. PERIMETER ROW AREA = 24,993 SQ. FT. INTERIOR PUBLIC ROAD AREA = 55,509 SQ. FT. INTERIOR PRIVATE ROAD AREA = 17,525 SQ. FT. STORMWATER DETENTION TRACT "N" AREA = 4,421 SQ. FT. STORMWATER DETENTION TRACT "M" AREA = 35,835 SQ, FT. RECREATION TRACT ''L" AREA = 14,871 SQ. FT. AREA OF TRACT "M" OUTSIDE OF 100 YEAR WATER SURFACE LEVEL = 11,808 SQ. FT ------·-·-----_j __ _ R-4 ~ )'. 6".9 LEGAL DESCRIPTION PARC.el 'EJ' ,-~1SSAQU~;,, (\ 0 o'<) iv~ . 'I." !ft "'" ,..-;; L,J f/l ~. :c ~ - SE 128TH ST VICINITY MAP o\'1-ISSA OU., ry' 'l'(! S 136TH ST L,J (/) ~ ~ L,J I() (/) -w ST SITE ~ ~ • Ill L,J -:;'i ~ <O ~ THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNlY, WASHINGTON; EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID St:CTION 14 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AS THE POINT OF TRUE BEGINNING; THENCE NORTH 00'25'21" EAST 523.99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 88' 07'58" WEST 653.61 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 00·27'05" WEST 525.82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88"17'35'" EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING. EXCEPT COUNlY ROADS. PAt<G£/.., 'A' (SE!;; NOTlt Z) TOGETHER WITH THAT PORTION OF THE NORTH 1 /2 OF THE NORTH 1 /2 OF THE NORTHWEST 1 / 4 OF THE NORTHWEST 1/4 OF THE SOUTHFAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M. LYING EASTERLY OF THE EASTERLY MARGIN OF 156TH AVENUE SE AS DEEDED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER '1094243; -SITUATE IN THE COUNlY OF KING, STATE OF WASHINGTON. TOGETHER WITH A MON-fJ<CLU511/E EASEME!!T F~P INGRESS, EGRE'3S AND UT!LITIES OVER, •JNDER A.'!D ACROSS THE NORTH 15 FEET OF THE WEST 187 FEET (AS MEASURED FROM THE EASTERLY MARGIN OF COUNlY ROAD RIGHT-OF-WAY) OF LOT 2 OF SHORT PLAT NO, 878133, RECORDED UNDER KING COUNlY RECORDING NO. 8002250639, RECORDS OF KING COUNlY, WASHINGTON, TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS THE SOUTH 15 FE[f OF THE EAST 22 FEET OF THE WEST 199 FEET, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH AVENUE SE, OF Tr/AT PORTION OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LYING EASTERLY OF THE EASTERLY MARGIN OF SAID 156TH AVENUE SE LEGEND-EXISTING L[GEND PROPOSED ~ MONUMENT FOUND THIS SURVEY ., WATER METER WATER VALVE 0 FOUND PROPERTY CORNER AS, INDICATED !!, SET REBAR I, CAP LSII' 6228 A SET PK & TAG LS# 6226 6 ELECTRIC METER '°' POWER POLE -v-· UTILITY POLE , --GUY ANCHOR r:;J PHONE OR CABLE PEDESTAL C,j FIRE HYDRANT & WATER VALVE t7( WATER METER Ill CATCH BASIN OR INLET '[( GAS METER --~- DECIDUOUS AS DESCRIBED OVER HEAD ELECTRIC LIN~S EDGE OF PAVEMENT -o- -Sll -·~54--- /. CHAIN LINK OR WIRE FENCE WOOD FENCE WATERLINE STORM DRAIN NOTES: 1 2. ' A LC;ii LINE ADJUSTMENT WILL BE REQUIRED AFTER Pf,!e°LIMINARY PLAT/REZONE APPROVAL IN ORDER TO · REATE THE EXCEPTION TO THE PLAT IN PARCEL 'A' AS SHOWN ON THE PLAT MAP DRYCO TOPOGRAPHY BY GEORGE W. DRYSDALE, P.L.S. DRYCO Surveying & Mapping 12714 VALLEY AVENUE EAST SUMNER, WASHINGTON 98390 (253) 826-0300 FAX (253) 826-9703 PLAT OF EVENDELL DATE: 5/29/01 PREPARED FOR: 75 LOT PRELIMINARY PLAT U.S. LANO DEVELOPMENT ASSOCIATES P.O. BOX 22200 SEATILE WA 98122-0200 DRAWN BY: MJR REVISED: CENTURION DEVELOPMENT SERVICES 22617 -8TH DR. SE., BOTHELL, WA 98021 (425) 486-2563 OFF. (425) 486-3273 FAX ·.o = r ~ ... LJ f./) {/) w 0 ci 0 SHEET 1 OF , ~ ---=--::.-=-:..:..il\J LO POOi CJ\~ I I ~