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Home My WebLink AboutLUA13-001248_Large FormatGRAPHIC SCALE 0 200 400 ~---;.:.__--1--· 1 INCH = 200 FEET (22"x34") 1 INCH= 400 FEET (11"x17") ECHELON PRELIMINARY PLAT A PORTION OFTHE NE 1/4 OF THE NE 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 E W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NEIGHBORHOOD DETAIL MAP NTON AVE ft " ll ! ..... .. .. ' .... ' ,,,,.,,.,,,,.~.>,. ' '"' w ~ 0 z 0 e= Q_ 0:: 0 UJ w 0 CL <( ~ ....J 1-1 ~ Ll.J 0 0 0 0 I o::'. 0 co I l9 1-1 Ll.J z f-u <( _J z o_ >-U) 0::: w <( f- et:: z w -~ Q_ w 0 _J et:: z w Q_ 0 0::: ' I 0.. o_ ' ::,:: (D U) ~ m w o_ "SI- ~ "" OJ 0 UJ om I w n <( z f-(D s s et:: m WOJ Q_ 0 0 oxo f-et:: 0 0 z Q_OJ:';: 0 w w _J u ci ::,:: I _J ::,:: . <( .. w I->-Q_ _J I-I .. u I- I-u I- w w z w w I _J Cf) u DESIGNER: JFH ENGINEER: JFH DRAWN: JFH S 13 T23 N R4 E WM DATE: 9.11.13 REVISED: PROJECT: 13-047 DWG NAME: 13-04 7-C <( I-z 0 u SHEET REV. ~M_A~P ______j A 1 OF 1 ~ r::01-.' Lr,2 2' ·tur't ~; '~U i: 1. f!f' GRAPHIC SCALE 0 40 80 ~ I I 1 INCH = 40 FEET (22"x34") 1 INCH = 80 FEET (ll"xl7") NATURAL DRAINAGE NOTES THE EXISTING SITE DOES NOT CONTAIN AN OVERALL OBSERVABLE STORM DRAINAGE SYSTEM SO IT'S ASSUMED MOST OF THE SITE RUNOFF SHEET FLOWS TO THE SOUTH WITH MUCH OF INFILTRATING AS IT PROGRESSES SOUTH DUE TO THE PRESENCE OF RECESSIONAL OUTWASH SOIL POCKETS. IT'S ASSUMED THAT ANY STORMWATER RUNOFF THAT DOES NOT INFILTRATE, WILL COLLECT AND BE PICKED UP AT THE EXISTING C/\TCH BASIN AND INLET PIPE LOCATED ALONG THE SOUTH SIDE OF THE PROPERTY TOWARD RENTON AVE. / / / / / 278.0TW/ 276.0 BW / '7:_:c,0 / 278.0TW 271.0 BW, / ,, / 270.0 TW . 2685-B 253.0TW 256.0 BW 25fi~lc0TW 256.0.BW ' \ \ \ ' 5" ADS culv,zrt IE 24'\ 13 "-, ' 2so.o';rw 246.0 BW \ / 240.4 / 240--·,,-;,l----- -- \ I / / / i Ff=280.00 ; / / I , , / F~2A6.00 275.0TW 27 .0 BW / / 276.0 TJN - -· ·2-?r:ifBW-.. _ .~ . I ff7.](),', . !_ --.,Z / --- I l I !, \ ' /\ \ i I I / I FF=262.00 " FF=259.00 FF=257.50 ·, FF=256.00 ,.__ -·· -FF=253.rro-- ' " .. -r'F =·2%,50·-- lcf-=24 3,51} - ----·----.,---, g J_ ;/; . -· ECHELON TOWNHOMES OF NE 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 E W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PRELIMINARY GRADING PLAN SITE INFORMATION PARCEL.# 214480-0285, -0295, -0487, -0488, -0500 ZONING: R-14 PROPOSED LOTS = 49 PROPOSED TRACTS = 5 (OPEN SPACE AND STORM DRAINAGE) TOTAL PARCEL AREA= 189,698 SQ. FT. (4.35 AC) PER BOUNDARY SURVEY TOTAL AREA TO BE DEDICATED (EXCLUDING ALLEY) = 50,273 SQ.FT. (1.15 AC) TOTAL NET SITE AREA= 139,425 SQ.FT. (3.2 AC) DEVELOPED AREAS TOTAL IMPERVIOUS = 99,852 SQ. FT. (2.29 AC) ROOF = 53,550 SQ. FT. PAVEMENT = 38,1647 SQ. FT. (0.88 AC) SIDEWALK/DRIVEWAYS= 8,138 SQ. FT. (0.19 AC) TOTAL PERVIOUS/LANDSCAPING = 69,253 SQ. FT. (1.59 AC) TOTAL DISTURBED ARENAREA OF WORK= 192,620 SQ. FT. (4.42 AC) CB ',," j RIM 23 '. 7 FP::.:.253.30 12" CM E'--N 231.45 ,...._ 12·· ca C IE So 230.63 '--...,_ 12" AO 230\82 ' ~ i,( 4.62 \ 1 " :Ms IE E 31 12 " ADS°'-.JE W 31: 13 \ ' ~\~: :,;~ 2 _:~-~-,-31~---~i'-:= ;--: 12 CONC IE N 229. 2_ RIM 226 76 "J 12" ADS IE S 227.62 12 ., ADS IE N 224 _AJ 12" CONCES 223.71 EARTHWORK QUANTITIES CUT= ±9,089 CY FILL= ±5,489 CY NET = ±3,600 CY CUT (CALCULATION ADJUSTED TO INCLUDE EXCAVATION DOWN TO THE GARAGE FF ELEVATION, AS WELL AS VOLUME OF REQUIRED FOR DETENTION VAULT) WALL NOTES 1. ALL WALLS OVER 30" IN HEIGHT SHALL HAVE A FENCE OR HANDRAIL INSTALLED ALONG TOP OF WALL 2. ADDITIONAL ROCKERY/LANDSCAPE WALLS SHALL BE ADDED AS NEEDED TO OBTAIN DESIRED YARD GRADES. 3. ALL WALLS OVER 4' IN HEIGHT SHALL BE DESIGNED BY A STRUCTURAL ENGINEER AND WILL REQUIRE A SEPARATE BUILDING PERMIT. 4. WALL DESIGN SHALL BE COORDINATED WITH A STRUCTURAL ENGINEER OF BUILDINGS AND GEOTECHNICAL ENGINEER. 5. WALL DRAINS SHALL BE REQUIRED AND INSThLED ON ALL WALLS, AND CONNECTED TO STORM DRAINAGE SYSTEM. CONNECTING TO ROOF DRAIN LINE IS NOT ALLOWED. •••••••••••••• ---.... VICINITY MAP NOTTO SCALE CLEARING LIMITS >-(ll w ~ 0 z 0 i= Q. O'. (.) C/) w 0 :, ' z I-::s <( _J CL 0.. l? (J) w z ...... ~ 0 0 ~ I z l? s >-0 0:::: I-<( z z ...... 0 ~ _J ...... w _J I Ll.J 0:::: 0 w CL w ....J I- I- I-w w I if) DESIGNER: ENGINEER: DRAWN: S 13 T23 N DATE: REVISED: PROJECT: DWG NAME: u~ _JW E z 0 u _jz u ::s LI) - M e-• (Y) ::, CL CJ) 0 m ..., 1..90 <( C s 8 z _@ Z<C 0 J2 Ll C _J ~ ·- ( ro ( -I a:~ 01 st- ·-st-'-9 0 0 LI.J ~ '° ' m 0 0 ,-; LI) w GJ ' LI.J > .µ (Y) ,_ LI) ::, N 0:::: Ul .. z :::J ' X S ro CJ) z LL ( .µ ( -GJ CJ) GJ st- ~ L() 1..9 0:::: .µ st-Ul L() w .c ' .µ r-- z~ '° L() L() 00 ' m (Y) ...... 0 L() LI.J l? (Y] N "1 z GJ w C 0 .c _J Cl.. ...... > ...... u u z >-< U) w w >-< z ~ 0 w I Cl.. Q_ 0 a'. Cl.. :,,<'. '° U) 0 (J) st-Cl.. et:) ---(J) U) w 0 <( >-< 5 I-(Y) a'. '° (J) -w 00 0 Cl.. 0 ox 0 a'. 0 5 Cl.. o::i u w 0 :,,<'. :,,<'. ::i >-Cl.. I-u .:..: <( z I- w z ....J 0 u u JWB JFH JWB R04 E WM 9.11.13 13-047 13-04 7-GRADE SHEET REV GRADE 6 OF 1 -, . ·• ,_:,.,• . t---= I i .. ADS culvert- " 247.13 ,.L. DETENTION VAULT A. VAULT DESIGN INFORMATION TOTAL FLOOR AREA REQUIRED TOTAL FLOOR AREA PROVIDED = 7,077 SF = 7,080 SF 'LIVE' STORAGE DEPTH = 7.25 FT 'DEAD' STORAGE DEPTH = 0.50 FT FREEBOARD = 0.50 FT TOTAL HEIGHT IN VAULT = 8.25 FT STORAGE VOLUME REQUIRED = 51,307 CF STORAGE VOLUME PROVIDED = 51,330 CF 6. VAULT WILL BE BACKFILLED TO FINISH GRADE OF OPEN SPACE AREA C. VAULT WALLS WILL SHARE FOUNDATION WITH THE STRUCTURE OF LOTS 34 AND 40 GRAPHIC SCALE 30 60 I I __ ___, 1 INCH = 30 FEET (22"x34",) 1 INCH = 60 FEET (11 "xl 7") E8 "-, .,..., --LU 0 LU Cl:::: er, = "' ""' ...., 0... LU Cl) z oz i-Q z~ ikY ~ Ci.! 0 M..~ 0~ >-z ,_ :5 ·-CL (.) >-a) w I- <( 0 z 0 i= [L c2 u CJ) w 0 z 0 ii5 > w 0:: w <..9 <( z >-< ~ 0 &'. <( z ::i Q.. z _J >-< 0 ~ cr:: >-< f-_J z w 0 er:: Q.. u LU _J I- I- I- LU LU I (/) f- <( ..J 0.. >-D:'. <( z -2 ..J w D:'. 0.. (J) w 2 0 I z s 0 f- z 0 ..J w I u w DESIGNER: ENGINEER: DRAWN: u z VJ w I- Ct'. w Q 0 Ct'. Q :::,::: VJ U) 0 0) Q '1-- "-ro VJ om w n <( l-(.()5 Ct'. 0) W(JJ . Q 0 oxo Ct'. 0 0 o__ m s w u ·:::,::: :::,::: ~ <( >-Q _J i:-.: z LU :J u JFH JFH JFH S 13 T23N R4E WM DATE: 9.11.13 REVISED: PROJECT: 13-047 DWG NAME: 13-047-C LU z 0 I a.. i:-.: u ~ z 0 u SHEET REV. DRAINAGE D -----·----~ 1 OF 1 , ; ECHELON TOWNHOMES A PORTION OF NE 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 E W.M. 295 ' --.. ,. .... ; ..... . .. 290 .. --·· --'" :----.... ::. ,._ 285 .. !·· I······ ... ....... ' .... 280 - ....... 275. __ .•• - ........ 270 .... 265 ,_ __ ., _______ .,, -------- 260 ............ .. .. ....... 255 ····------· "' .. --------250 ........ . ..... . ...... -i-- .. ... . . .. . '"' '"' ' I I I ::f;! "' -----····· ,., ----.. f· __ i,r--,- -• .. :ct:::::,r··-:::;m ·tt ·--·-·-o· ···:·-.... ···-M ' ' !-l1:._____ --·-~= .:cb: i~-.:~) .... ::·_·.:_-+ ';.. =t! -------·~J:yi-p==~~t>_ .. _·:~ --£0----+-.- . ·--ID-.. ----+-·-.. ·-W ' ----·-1 .... _ .. ·-----· --. I I ... ---------.. .. -t---- .. ........ ' _; I I I I I I~ ; v \ /I \ 11 ('I ; I I l, i I w, i I -· __ ,_ ... / N N / . ........ N 0 / ··!-·----·-.... ........ ------+ '' . I / . ..... .. ' . ' i·•••••••ss-·•• -······ ·----····-···· + ;v,LSrA:7' 0' -· . ~--;:,..:,~~--•::;., .. ;., ·---··---·--···"' '"""'"''" .. .. ;H\·· .,,.._____ .......... .. ==~:m-t------· -v-----.............. ~ "1'1·:-· -'-.------- ..-1-------·--· . 14 .................. ,..,,I. ; ...... :..;:;., _____ :,_.,_ .. ~c:o . ... .. ~-;;. ____ -__ -r:,.;_· --,_-,-.--7-.... f .. ·• :--·· - ·} -· ........ __ \; ............ . . +,,.>····· ......... ,(:-. . ............... ,j ''"' ...... .. ·+······""' .... __ ·-··---·-····--··:;;, ---------' +- ·-v ........... , .... .. --' .. "":-·-··-----"' ···l·· ...... ----... .. ---------,·--'--'./-- .. ,,...., .. , .. -....... -"" ··.·· ·---........ -----1· .... --....... .... , .. -.-...... ------245 -----·--r -----...--: ...... _.. ______ ,,,., .. '''-'---i-------r--- 24Q_ _ 235 ' 230 .. 5+00 ---' ' ' -.• -!.._ i-- . , ... , .. I .•. ::._--.----_ .......... __ .. ;;;:--· ""!, .. ----.,_-, ...... !"" ------ ___ .j... ---- ~ ,:::?: . ~ ~4:e1°/il .... .,_ ..... __ .,., ;_,_ ..... "' ..... . ...... . :-, .. .. 6+00 ...... ... : --- -.. ... .... ---.... '"" ····--....... --i--------:-. --,_ ____ ;_ ------------- .......... --,:--'-- . ... . .... 7+00 8+00 Road A prelim Horizontal Scale 1"=40' Vertical Scale 1"=10' --. _'-_ ... .. ' "' ! \ \ J \ \ "f \ I . .. ·--···--·---........ ... ------.. - - ·······-·t .................... ---~--- ----.,,. -- 00-- """""'"::Z~:.-.""" ....... ---···· . .. . . ... .. CITY OF RENTON, KING COUNTY, WASHINGTON PRELIMINARY STREET PROFILES 17 19 20 21 22 ' ):cl ------ 295 __ .. __ ·:· ... ,---.. j -~:.~j::~:~.:.:.:. =·:·::·:·~~-·:.: 285 -~---· .. : -CJ:.:·.·m=t·:·:·:·".' -- ·····"/····'.·· --------.. - .... ~ 280 300 ........ ! ..... , ........... -----T·-· , . .. .. ....... .... • •.• 275 "·•-----··-----., .... -.......... . '' ··---------- 270 . . ----'----------.... .. 265 285 :15=F&!. H-l -~- "" ... ; ,,. ........... . ·L --... --.,_ 260 _._,,_ -... -· -" ----"' .... . 255 )'· __ :«).· ' . ·i······-............... ----+-----N-\O'-·--r--,.- ·--· -! .. ···--··---------··(-----rs=. . r--,.• *'" .... 250 ------,-------,-+·----------+--- . I'"'" ...... . -,--,-----t--- 9+00 ... ., .. __ _,_ ...... .. 245 ···+···· 240 ..... 235 230 10+000+15 265 260 255 .. · ... ~ iQt&: }=)if··~··· ~---.. ·····:_· ....... -:.·:.--~-":"-~tt:t·:·~~:· ····:t·:·_ .. _ .. :·_ .. _·~ - ~::::_~~~~~;[?~ _ar~:~_~::=~~'.·:~~=:::::0 .. ' ' -1--t +---------· L· ------r.:.---~- ~--; ·-··· ::"1=· •----::_,•-••. k--;z: _ ·-----i.--:::7..:.: ::_~~j.=:_.----F-...... ---; 250 15+00 ----------'-' --· 16+00 . .... .... . . .... .. ... ---, ---------- .. -------1---- ------ . . .. . . --------+--.... ,_, __ -•: ----------i ...... ' .... ... . . . --;;¥:':'.::·::: ',· -:-""°""<\ ~( -~ ....... -,---·· , .... , .. . --.... '+·······. --· .. ·---·------·······----+----····· ___ .l(_•,,c_ .....J------------~==L-v.eBn•··---........... :----.. --···· ...... ._ . -..... , . .. c-. .; ~~{~~-::.:·.·.~ :~ .... """"'"'''~ . ;J-- {h :~ ····--····""" --:r:: _:_T .. __ , .. . . . ··!··········-- -____ , _,.,. . ...... ; ........... ~··""""'··· --... · ....... '.·.··--· ...... ,,." ... 'o .. o .. " a.. --... . . --::, -__:: :~· -:;;r•_'-'_ -~-· ,_- --1' - :,,,,'=-----·-· , .. ___ ·+ ... i~== --+ .. ..... --=r - 300 . ......... ·. 29~ ........ ... /· ... ---------,-_ _-_------, ····---· ··--i····"""""" '4 -----,--- 290 . 285 ...... . 275 270 265 .... -__ :_ ---+ ------·_--=----=-. . ........ :_ ·---' ---:}=-+.· .. -·---- ---++----+---+-! ---! .. ..... } ----- ---~ --.j_ --· --;- 17+00 Road B prelim Horizontal Scale 1"=40' Vertical Scale 1"=10' -_,.__ .... ----r---·-.. ·- + 18+00 ------: .. -t---= 260 ;,. --·----+----·----+-- 250 18+85 RECEIVED SEP 12 zon CITY Of RENTON PLANNING DIVISION >-OJ z 0 f=C I]_ c2 u (() w 0 z 0 (() c;; 0:: (/) w __J 1-i LL ~ Cl. tu w er'. ~ (/) ~ <( z ..... ~ ..... __J w er'. LU Cl. _J t- t- t- LU LU I Cf) U) w ~ 0 I z s 0 1- z 0 ...J w I 0 w DESIGNER: ENGINEER: u z .._, i:-.: z LU _J u JWB JFH DRAWN: JWB LU z 0 I [l_ S 13 T 23 N R 04 E WM DATE: 9.11.13 REVISED: PROJECT: 13-047 DWG NAME: 13-04 7-GRADE SHEET REV. P&P1 1 OF 2 ECHELON TOWNHOMES A PORTION OF NE 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 E W.M. 53.0' CITY OF RENTON, KING COUNTY, WASHINGTON PRELIMINARY ROADWAY AND ALLEY CROSS SECTIONS 0.5' 5.0' SIDEWALK 8.0' LANDSCAPE 13.0' 13.0' 8.0' LANDSCAPE 5.0' SIDEWALK 0.5' 20.0' AISLE 6.0' PARKING LANE 2.0% TYP 1 RESIDENTIAL PUBLIC ACCESS ROAD SECTION NOTTO SCALE 45.0' 0.5' 5.0' SIDEWALK 8.0' LANDSCAPE 9.0' 9.0' 8.0' LANDSCAPE 5.0' SIDEWALK 0.5' 12.0' AISLE 6.0' PARKING LANE 2.0' LIMITED RESIDENTIAL PUBLIC ACCESS ROAD SECTION NOTTO SCALE 3 11.5' 2.5' 8.0' SIDEWALK . I I 2.0% TYP ----------w,: ;''., •;f:;·: ·,·,•,_,:-.,-::,:,,~_·::':.'·',. -, .~. ';.·, VARIES SEE PLAT 2.0% TYP ---------- 1~ EXISTING RENTON AVES I~ CURB AND GUTTER !z J EXISTING RENTON AVES I t'.J ~SPHAL~ TRAVELWAY SURFACE J LI=====-------------~ I 8.0' LANDSCAPE 1.0' 1.0' 5.0' SIDEWALK RENTON AVES NOTTO SCALE i , I I ,L __ _ '1-- 1 I l _____ - 16.0' 6.0' 6.0' 2.0' ACCESS ALLEY SECTION NOT TO SCALE ~ 1.0' ~ ti -X w 5 41.5' 7.0' ±3.5' SAWCUT EXISTING EDGE OF ASPHALT S 132ND ST NOT TO SCALE 2.0' 23.0' ±19.5' EX. ASPHALT I I w z '.:::l "' I'::' z w u -----------~ -= = = =--t~XIST!NG S 132ND~ -- ASPHALT TRAVELWAY SURFACE GRIND AND OVERLAY >-CI] w !;: 0 z 0 i'= o._ ti'. u (fJ w 0 z Q (fJ ~ Cl:'. ~ fKIIIIII w _j I- I- 1-w w I (J) ~ z w DESIGNER: JWB ENGINEER: JFH DRAWN: JWB w z 0 I CL S 13 T23NR4E WM DATE: 9.11.13 REVISED: PROJECT: 13-047 DWG NAME: 13-047-GRADE SHEET REV. P&P2 2 OF 2 0 GRAPHIC SCALE 40 80 I I 1 INCH = 40 FEET (22"x34") 1 INCH ~ 80 FEET (ll"xl7") ECHELON PRELIMINARY PLAT A PORTION OFTHE NE 1/4 OF THE NE 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 E W.M. ffi---_* 12· Pina (I) : L 5----ci=eo~.i. ir= \ l:-:: G-;:==t=:::1---i ' s z i ' t i ~_:: _::-· J CITY OF RENTON, KING COUNTY, WASHINGTON TREE CUTTING/LAND CLEARING PLAN •••••••••••••• CLEARING LIMITS NOTES 1. ALL TREES ON-SITE AND WITHIN ADJACENT ROW, AS SHOWN, ARE TO BE REMOVED 2. TREE ASSESSMENT WAS NOT CONDUCTED BY AN ARBORIST, LANDSCAPE ARCHITECT, OR OTHER SUCH LICENSED PROFESSIONAL. TREE NUMBER TREE TYPE 1 PINE 2 PINE 3 PINE 4 PINE 5 PINE 6 FIR 7 DECIDUOUS 8 FIR .9 FIR 10 FIR 11 FIR 12 FRUIT 13 MAPLE 14 FIR 15 DECIDUOUS 16 FIR 17 FIR 18 FIR 19 DECIDUOUS 20 FIR 21 DECIDUOUS 22 DECIDUOUS 23 DECIDUOUS 24 DECIDUOUS 25 DECIDUOUS 26 DECIDUOUS 27 DECIDUOUS 28 DECIDUOUS 29 DECIDUOUS 30 DECIDUOUS 31 DECIDUOUS 32 DECIDUOUS 33 DECIDUOUS 34 DECIDUOUS 35 DECIDUOUS 36 DECIDUOUS 37 DECIDUOUS 38 DECIDUOUS 39 MAPLE 40 MAPLE 41 MAPLE 42 MAPLE 43 DECIDUOUS 44 DECIDUOUS 45 DECIDUOUS ·;l-6 1 DECIDUOUS .;17·· -, DECIDUOUS 48 DECIDUOUS 49 DECIDUOUS 50 DECIDUOUS 51 DECIDUOUS 52 DECIDUOUS 53 DECIDUOUS 54 DECIDUOUS 55 DECIDUOUS 56 PINE 57 FIR 58 FIR 59 CEDAR 60 12 61 DECIDUOUS 62 MAPLE 63 FIR 64 DECIDUOUS 65 FIR 66 PINE 67 DECIDUOUS SIZE (DBH) LOCATION 18 EXISTING 132ND ROW 24 EXISTING 132ND ROW 14 EXISTING 132ND ROW 14 EXISTING 132ND ROW 24 EXISTING 132ND ROW 24 DEDICATED 132ND ROW . 24 ONSITE 18 ONSITE 24 ONSITE 20 ONSITE 24 ONSITE 18 PROPOSED ROADWAY/ROW 24 PROPOSED ROADWAY/ROW 24 ONSITE 14 ONSITE 12 PROPOSED ALLEY /ROW 14 PROPOSED ALLEY /ROW 36 PROPOSED ALLEY /ROW 12 ONSITE 20 ONSITE 60 DEDICATED 132ND ROW 14 DEDICATED 132ND ROW 14 DEDICATED 132ND ROW 24 EXISTING 132ND ROW 18 DEDICATED 132ND ROW 36 DEDICATED 132ND ROW 16 ONSITE 24 ONSITE 14 ONSITE 24 ONSITE 36 ONSITE 12 ONSITE 8 ONSITE 8 ONSITE 8 ONSITE 16 ONSITE 36 ONSITE 48 ONSITE 12 ONSITE 18 ONSITE 10 ONSITE 36 ONSITE 18 ONSITE 14 ONSITE 18 ONSITE 10 PROPOSED ALLEY/ROW 14 ONSITE 10 ONSITE 10 PROPOSED ALLEY/ROW 10 PROPOSED ALLEY/ROW 14 PRO POSED ALLEY /ROW 12 PROPOSED ALLEY/ROW 8 PROPOSED ALLEY/ROW 12 PROPOSED ALLEY/ROW 18 PROPOSED ALLEY /ROW 14 ONSITE 20 ONSITE 14 ONSITE 32 ONSITE 12 ONSITE 18 ONSITE 12 PROPOSED ROADWAY/ROW 12 PROPOSED ROADWAY/ROW 8 ONSITE 12 ONSITE 12 ONSITE 12 PROPOSED ROADWAY/ROW ,, pt! z 0 f- 0.. o' 0 Cl) w 0 ~ .., u z (/) w 1- 0'.'. w Q_ 0 O'.'. Q_ :,.:: (0 (/) 0) 0 'i' Q_ co "" 0) (/) 0 w n <( I-(0 5 O'.'. 0) w co - Q_ 0 oxo n:: 0 0 Q_ (]) 3: w z u . :,.:: w z 0 I Q_ w ...J I- I- 1-w w I (/) 0 :,('. C: <( ....J >-Q_...J b W,1-<( I' z 1-U w z W ::; 0 u (_) DESIGNER: JFH ENGINEER: JFH DRAWN: JFH S 13 T 23 N R 4 E WM DATE: 9.11.13 REVISED: PROJECT: 13-04 7 DWG NAME: 13-04 7-C SHEET REV. TREE 1 OF GRAPHIC SCALE 60 o . 30 I c::::=--I I c22"x34") -=:J _ 30 FEET 1 INCH -FEET (11"x17") 1 INCH = 6D CB _ RIM 239 7! r 236.86 12 ADS~~~ 236.87 l2 · ADS • 6" ADS culvert IE 2,i7 13 SEE i--- 1- L -- i. - i.e-Hr -r-nfif•j'_ L; +-+--h-- ·t - '' ·. _--3 --:~~ =fT WM Ji I RANGE 4 E W.M. () _ • . ~ _;",~~ ; Lite:-: . . . . . il,J:~: """-~, !iii! "c'J/i'), 12" CONCIE S 227. 62 2. CONC IE 12" ADS 1 z 0 .= n. ii: 0 (/) w 0 u z VJ w l-o:: w o_ 0 0:: o_ DESIGNER! JFH ENGINEER: JFH JFH DRAWN: E WM S 13 T23N R4 13 9.11. DATE: REVISED: 13-04 7 w z 0 I Q_ i:-: ~ z 0 u PROJECT! . 13-047-C DWG NAME. REV. SHEET UTIL 1 OF 1 --Toe--_W_M_ Gr ve-1-- CB RIM 306.28 12" CONC IE NW 303. 18 12" CONC IE SE 303. 17'----I A portion of (\J lO (\J w -r, 300 01 m 0 0 ---- / / / Fence transition ---------- "' u C "' ~ ------ ------"' C -~ 3 -----en ----- 0 .c "' -"> r-... CD m (\J 3' ' 01 .,._, "' ---m . .,._, 0 z 250--_ - \ \ 6" ADS cu~rt IE 24\13 \ "' u C "' / / -) ·.:.-.__ "'-·· - Grov~ l 12 " Fir . -----., ~ - ~-'2-dee \ .. .......:.___::. . ... ·.· · .... : .-... ·· ·-. . . -'. . '.' '-~--. . . . . . ' -----. -l:C'""T........,,,. I I I Greenhouse Building . -. . ~- -\ I ----=-=--==--,.__ ' I I I' ' 1--.----------~~~~~ I I I I I I I I I I I I ~ \ .:t : \' : --------' ' ' 0. '' '0 oJ '0 f- Greenhouse I~"-" -I ~-.. ,. --· -· ~- I I I --c__l I I Greenhouse Greenhouse Building .~· .. ~-:-~.- SOO '10 '09''W 2.27'~ ~~ ·-_G"r.aye1 . . . ' -. -. --~ . . .. . . 18" _-d.e,crtquous Retaining Wal] ' D- f-\ o ' ---' ---. ~: :l 14" de~ 1-~-:f.. ------ : :\: \__: 1------------~ 24" Fir \: _/ ./; C . ' ..... ' . ' 3' f J\L ' . ' L!l I I I Gcrenho~ -j,,, r -I '-l ,o ,u / ~ :1: I I ~------------1 Fence tra.!J-i'1t ion 2~ff,,kgr/l~ Rockery ~E3E30 BFH CB RIM 239. 71 <° 12" ADS IE E 236.BB __ ·:_;"O~=., 12" ADS IE W 236.87 --I\.;--... . - 240 .. _ . . · .. Calculated monument , pc:is1t,1on per ROS No.B7072090Q2 -----· ·- ' ' ' • , , CB I i I ''if" ADS l t RIM 239. 58 ' cu ver 12" ADS IE E 236. 78 · I 2~5 12" ADS IE W 236. 79 2" ADS IE N 23J;.-83 ----x- Fog lir1e ~ ------__ ._ -- Doub le ye II o w'-,===---c=-c=.;cc-,'-7"-c=;==- As P:ha lt Foi;i .. line . - ·------------/ 24" cluster~ _,, dee CB ,,,,r ---~ RIM 236.69 -----;2" ADS IE E 22'.1. 13 c;&-~---- RIM 238.37 12·~s IE W ~33.14 ._/ . . 12" ADS IEE 234.49' 12" ADS IE W 234.50 -i-4 ~ Pine ~--._-.·.· __ ... -...... ~ PP/I-----" .. ":Gra ver-_.· .· · * 'Sl..80 Pine -. -.. . . -. -·. . . . --';-, -----.--.·-.·-.. --~ -~ DOUble yell-Qi,! __ Fqg _ _1 i _ne·: · · Boundary & Topographic Survey the NE 1/ 4 of the City of NE 1/ 4 of Section 13, Township 23 N., Range Renton, King County, Washington 4 E., W.M. Surveyor's Notes: 1) 2) 3) 4) 5) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter .(Geodimet er 600) and Real Time Kinematic (RTK) / Static Global Po sition ing System (GPS). Linear and angular cl osu re of the traverses meet th e sta ndards of WAC 332-130-090. Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. This survey represents physical improvement conditions as they existed May 7. 2013. the date of this field survey. Full reliance for legal descriptions and recorded easement s have been placed on the tit le report from Chicago T itle Insurance Company Commitment order No_ 1361374. dated April 11, 2013. No additional research has been attempted. Offset dimensions shown hereon are measured perpendicular to property lines_ Basis of Bearing: True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 1 '02 · 17" counterclockwise was applied at an ''X'' in 3" brass disc in a monument case at the northeast corner of Section 13. Township 23 North, Range 4 East of the Willamette Meridian. The North American Datum of 1983/1991 (NAO 83/91) grid coordinates were found to be 181190.850 / 1295717.236 at that point. The inverse of both the sea level co rrecti o n factor of 0.9999851326 and the grid scale factor of 1.0000022288 was applied to the grid coordinates for shown ground distances. City of Renton Control Points: COR 1333: Found punch in 3" brass disc at the Northeast corner of Section 13, Twp 23N .. Ang 4E., W.M .. N 181190.85/E 1295717.24 MEASURED Elevation: 387.35 FEETMEASURED HELD (NAVO BB) N 181190.67/E 1295717. 12 COR Elevation: 387.35 FEET COR (NAV088) COR 1850: Found punch in 3" brass disc at the North quarter corner of Section 13, Twp 23N., Ang 4E., W.M .. N 181303. 79/E 1293057_ 19 MEASURED N 181303.61/E 1293 057. 11 COR Legend: s = Found Surface Brass disc. Visited 5 -14-13 .r Gas meter (GM) IZI Signa 1 box (SB) I.ii = Catch bas in (CB) &. = Water v.a 1 ve (WV) .,.. Water meter '(f Hydrant (FH) -Guy wire anchor (GW) ~ Powe r pole 0 Sign °' = Bollard Description: PARCEL A: THAT PORTION OF LOTS 41 5 ANO 6, BLOCK 10, EARLINGTON ACRE TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEEDS RECORDED UNDER RECORDING NUMBERS 7103160147 ANO 7103160165. PARCEL 8: THAT PORTION OF .LOT 7, BLOCK 10, EARLINGTON ACRE TRA CTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103160147. PARCEL C: THE SOUTH 100 FfiET OF LOT 3, TOGETHER WITH THOSE PORTIONS OF LOTS 1 AND 2 . BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLfi,TS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE. AS ESTABLISHED BY DEED RECORDED UNDER RECORDING iNUMBER 71061701 87 . PARCEL 0: , THAT PORTION OF LOT 3, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RE;CORDED IN VOLUME 15 OF PLATS, PAGE 84. IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE. AS ESTABLISHED BY CiEEO RECORDED UNDER RECORDING NUMBER 7103190108; EXCEPT THE SOUTfl'iOO FEET THEREOF. \ - PARCEL E: LOTS 4, 5. 6 AND 7. BLOCK 19. EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECOR DED IN VOLUME 15 OF PLATS. PAGE 84, IN KING COUNTY , WASHINGTON; EXCEPT THAT PORT <ION OF SAID LOT 4 LYING NORTHEASTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE , AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103160147. ANO EXCEPT THAT PORTION OF SAID LOT 7 LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST THENCE SOUTH 87'30'06" EAST THE TRUE POINT OF BEGINNING THENCE NORTH 00'22'46" EAST THIS DESCRIBED LINE. CORNER OF SAID LOT 7; 8. 15 FEET ALONG THE SOUTH LINE OF SAID LINE; TO THE WEST LINE OF SAID LOT 7 OF SAID LOT 7 TO AND THE END OF (AS PER STIPULATION AND AGREED JUDGMENT QUI ETING TITLE FILED IN KING COUNTY SUPE RIOR COURT CAUSE NUMBER 07-2-33638-9 KNT AND RECORDED UNDER RECORDING NUMBER 20071212000820, IN KING COUNTY, WASHINGTON) . Easement Notes: THIS PROPERTY I:S SUBJECT TO THE FOLLOWING EASEMENTS AND RESERVATIONS FOR SLOPES ANO COAL AND MINERAL RIGHTS THAT ARE EITHER BLANKET IN NATURE OR DO NOT CONTAIN SUFFICEINT INFORMATION TO SHOW AN EXACT LOCATION. RECORDING NUMBERS 2936946, 2961097, 7103160147, 7106170187 7103160165, 7103050155 AND 7103190108. 0 I J(' 30 Scale: 1 '' 60 30' u z H (/) w H 0 (TJ lD CT) I lD m ~ aJ m f-0 <( a: (TJ 3: WlD Q_ CT) omo a: 0 o_xo 03: :L cow (/) :L 00<( Q_ Q_ _J b z i:.:i ~ .Cl u DRAWN BY: LN SURVEYOR:S. WOODS, PLS CHECKED:SW SEC 13 T 23N R 4E WM DATE: MAY 17, 2013 REVISED : PROJECT: 13-047 DWG NAME: 13-047B SHEET REV. 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IE'.:, 1ROH SAJ;IE -1"1'''' C''''l'•EC cT=-c=iER Tl '1 '1 -,-1 C (')-"[' '"I 16Ll -1\J __:,rl , \/->.,_, ~l ~) _L I l,-,1·, ,_._ .l ·., _ ,_J , ·. _ j ~-cov::r1e_J / f-'-RlvlrL.lr-x / (/\/A.I LP.El LE F"c01\/I i;J'.;\/ I I \i 11\J(; c; 808-72 C)-o '.JS~;, F'Fi IOF< TO F1 L/,NTI 1\ C, SC:C: S 0 E~~ S. PERl;JC:A.LOC I-< '.\C 2 :-:; li'.AV·/ CUC UNl,;T EF-/CJ';f()IJ '.: '.)I\ IPC)I HI Ai~-<r I. T01J C?[S'3 VVTH T·NO (>) jj,JCH [;C:CJT-1 Of lvJI_L:::H PER Sf')Ecc:; ALI_ C:X1ST 1 I\JC L/-\l~D'::;CAPC: PLf\l\Fl!IG ,LRU\S C STUf'i3 C:D BY V\/'.JF:K DES:: ?IJ [=) II\ T-ESE c:;:A>NII\IGS & SPC:C FICATION'.; ;HA.I I Hr_ Rr '.TCR[D TO =1 D=-_,-, r·,r CT''I <Tl'-''! ,. '1\l''ITl~11\J , I\ _ \__, _, \ ...> I\ ..._, '-' U I\! L ...__, _ U u -. j DESIGN NARRATIVE Tl I[ I\.J'[\,-o.--n [ DC:Sl:::I\I IS TO UTILIZE \IATI\/E !'ND 1--.C C Lllvl!\TED =1 j,l\j--V/TERI/\L TC J.;11\111,~IZE I_J';;E 01 il';i(IGl',-101/ 'v\/ATER. TII[ il/1\ \J Ar?[/\S At\OUND THE ur,1rc:: ll_L Hi\VE TRC:ES, SHFiUBS ,i\\]=i CTiOIJr.DCU\/l_li !HI sf/[[ C A-i[ LI\.IED \/,/ITI-I TRE[S IT--1 lUf<r :;,i/'1':;s IH[ OP:C],I SCJJ-\C Ee ARE A,L',;O Ufi~ \/-1: I h c;-REET TREE': TO ,\/IAXlivllZE USAIJ J_lf'( c=1TIOI\IS & R [C cTATIO II. ign /' / / / / / / / '1~ t \ ., .. .,.:, ·, "\ ( ' NORTH 20' 10' O' 20' 40' ~ ---------, Design Two Four/Two Six,,,,c. +----+ P.O. BOX 258 6619-132ND AVENUE NE, KIRKLAND, WA 98033-8627 ph, (425) 881-2426 www.design2426,com Landscape ~.rchitecture • Jrriga:ion Plannirg, ~thleti: Fit Id Design , Co~st'.1J::iGn 11a11a~ement ECHELON TOWN HOMES • RENTON, WA YKC PROPERTIES / PDSK PROPERTIES P.O. BOX 89630 LAKEWOOD, WA 98496 Design Tcc1.m Desigr. JMA Drc.wr JMA Checked JMA L:ote 09/09/2013 648 Apµrnved/Dalc Revision:, Description XX/XX/XX _ XXXXXXXXXXXXXX Key Plan Registration STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JASON M. ANDERSON """""""""' ... Sheet Tille PLANTING PLAN- NORTH Sheet :.Jo_ L-2.0 © 2013 CESIGN 2426 INC. / / ----------------~--r;:30,:. / ~1~~ f 4 ,/ ,"" / / 1 O' FULLY--- OBSCURING LANDSCAPE VISUAL BARRIER / / I \ \ \ ' / / / \ \ \ . \ \ / \ \ \ \ I \ •,, / /I / \648 • Renton Plat\Drawings\project submittal\xrefs\planting plan.dwg, 9/11/2013 5:11:19 PM, 22X34Acrobat Distiller.pc3 on c: r·•r:3 t e / i/M / / I / / S 13-2-ND ST --•·-''· ·-, ---·---·-.. ,--"""' ••••-••-•··-MMrn, ... ,--.~-~·"'',,,a=,,,""-#""" •-·--·--M-rn,u _, -------~" ·--· .-- I / iConcr'e e , ----· I "'M/ ... · ··--,-·, 20' 10' O' "o,20' 40' ~ NORTH --1-. ·- 1 -· . I I rr: I I I Design Two Four/Two Six,1,c i P.O. BOX 258 6619-132ND AVENUE NE. KIRKLAND, WA 98033-8627 ph. (425) 881-2426 www.design2426.com Landsca~e ii.rct,itectu -e • ]1 rigatlon ~lanni~g • Ath le:lc field D~s:91 • Co1,tru::lon MJnagerner.c ECHELON TOWN HOMES - RENTON, WA YKC PROPERTIES / PDSK PROPERTIES P.O. BOX 89630 LAKEWOOD, WA 98496 Design Team JMA _____ _ Crawn JMA CheckeJ JMA Date 09/09/2013 2426 i'-oject ~b 648 Appccvec/D::ita;; Revisions No. ~ate ~~s_:!:•''-P'".o'--~--- XX/XX/XX _,_.xx,,,.x~x~xx~x~x~xx~x"'x~x"'x __ Key Plan Regislrulion STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JASON M. ANDERSON CEJmflCAlENO..,. Shcel Tille PLANTING PLAN- SOUTH Sheet No. L-2.1 © 7.0 I 3 rJFSIGt\ 7476 !~JC. . ., I I I I I I I I ' I I " ·\6-18-Renton Plat\Drawings\project submittal\;<refs\plunting plan.dwg, 9/11/2013 5:11:44 PM, 22X34Acrobat Distiller.pc3 ·-•, PLANT SCHEDULE TREES 0 0 8 n '<,,;Yo 0 SHRUBS 0 0 0 GROUND COVERS -- / / / / -- / / / / I / / / / / / BOTANICAL NAME / COMMON NAME ACER PALMATUM 'SANGO KAKU' / CORAL BARK MAPLE CALOCEDRUS DECURRENS / INCENSE CEDAR CARPINUS BETULUS 'FASTIGIATA' / PYRAMIDAL EUROPEAN HORNBEAN FRAXINUS OXYCARPA 'RAYWOOD' TM / RAYWOOD ASH OXYDENDRUM ARBOREUM / SOURWOOD TREE PSEUDOTSUGA MENZIESII / DOUGLAS FIR PYRUS CALLERYANA 'AUTUMN BLAZE' / AUTUMN BLAZE PEAR PYRUS CALLERYANA 'CHANTICLEER' / CHANTICLEER PEAR TILIA CORDATA 'LITTLELEAF' / LITTLELEAF LINDEN X CUPRESSOCYPARIS LEYLANDII / LEYLAND! CYPRESS BOTANICAL NAME / COMMON NAME CHAMAECYPARIS OBTUSA 'GRACILIS' / SLENDER HINOKI CYPRESS NANDINA DOMESTICA 'MOYERS RED' / MOYERS RED HEAVENLY BAMBOO OSMANTHUS DELAVAYI / DELAVAYI OSMANTHUS VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY BOTANICAL NAME / COMMON NAME ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK MAHONIA NERVOSA / DWARF OREGON GRAPE PACHYSANDRA TERMINALIS / JAPANESE SPURGE TURF HYDROSEED / SEE SPEC'S. VINCA MINOR / COMMON PERIWINKLE --- --· PP/UP I I I I / / I I B & B 2" CAL. SINGLE TRUNK 11 B & B 6' -8' MIN. HT., FULL, NOT SHEARED 23 B & B 2" CAL. STREET TREE QUALITY 8 B & B 2" CAL. STREET TREE QUALITY 1 B & B 2" CAL. SINGLE TRUNK 6 B & B 8' -1 O' MIN. HT. FULL, NOT SHEARED 16 B & B 2" CAL. STREET TREE QUALITY 13 B & B 2" CAL. STREET TREE QUALITY 9 B & B 2" CAL. STREET TREE QUALITY 19 B & B 6' -8' MIN. HT., FULL, NOT SHEARED 10 .GQNI MIN HJ/SPREAD o.c. sec .QI:( 5 GAL. CONT., FULL 23 3 GAL. CONT., FULL 44 5 GAL. CONT., FULL 22 5 GAL. CONT., FULL 53 AP RT SPACING .QI:( 4"POT 18" o.c. 16,659 SF 4"POT 18" o.c. 7,982 SF 4"POT 18" o.c. 12,923 SF SOD 32,360 SF 4"POT 18" o.c. 2,688 SF 20' 10' o· 20' 40' NORTH Design Two Four/Two Six,""· f P.O. BOX 258 6619-132ND A\/ENUE NE. KIRKLAND, WA 98033-8627 ph. (425) 881-2426 www.design2426.com L~ndscape Architectu -~ , I Tiga:ion Planning , Mhl~:ic Fiel~ DcsiJn • Constmcion )lanagement ECHELON TOWN HOMES • RENTON, WA YKC PROPERTIES / PDSK PROPERTIES P.O. BOX 89630 LAKEWOOD, WA 98496 Design Team Desig'l JMA ------- JMA Chackeu JMA IJo:e 09/09/2013 L426 P,·ojec: r.io. 648 Ar:,p-oved/Dok :Revision~ D";/scriplic.w XX/XX/XX XXXXXXXXXXXXXX Key Flan Registration STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JASON M. ANDERSON CEJfflflCATE NO. 9JI Sheet Title PLANTING PLAN- EAST Sheet No. L-2.2 © 2CJ 1.3 DES'GN '.'4?.6 IMC ' PLAN VIEW OF STAKING .....---PROVIDE (3) 2" BVC ROUND STAKES SPACED EVENLY ,,,-AROUND TRUNK. PRE-STAIN STAKES DARK BROWN --'CHAIN LOCK" TREE TIES OR APPROVED EQUAL (Tie loosely to allow some movement.) SECURE CHAINLOCK TO BVC WITH 2 PENNY NAIL (3) 2" BVC ROUND STAKES ---SET ON NORTH AND SOUTH SIDES OF TREE 3x DIAMETER OF ROOTBALL G) _EVERGREEN PREPARE SUBGRADE & FORM PEDESTAL TO ---4 PREVENT SETTLING CUT AND REMOVE TWINE AND BURLAP 2" DEPTH MULCH 6" TOPSOIL CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (Remove all wire baskets.) --COMPACTED PLANTING MIX FOR SUPPORT NOTE: TREE DETAIL DRIVE STAKE UNTIL FIRM IN GROUND TO SUPPORT TREE PLAN VIEW OF STAKING . .....---PROVIDE (3) 2" BVC ROUND STAKES SPACED EVENLY ,,,-AROUND TRUNK. PRE-STAIN STAKES DARK BROWN --'CHAIN LOCK" TREE TIES OR APPROVED EQUAL (Tie loosely to allow some movement.) SECURE CHAINLOCK TO BVC WITH 2 PENNY NAIL 'CHAIN LOCK" TREE TIES OR ~~~---APPROVED EQUAL (Tie loosely to allow some movement.) (3) 2" BVC ROUND STAKES ----SET ON NORTH AND SOUTH SIDES OF TREE \ FIRMLY FORMED SAUCER , <,.:;,/:, /:_ ~~:~ ~~ECIFIED TOPSOIL) ,::;sf::;'.:,(1,. r i;['.~'.,i'~~i~:(.~;:,.. BACKFILL MIX AS SPECIFIED ~\;::~~tt:_~:3:;-.~.'.~}'r,1.1?::;4.TI ~. NOTE: ROOTBALL --,. 6" DEPTH FROM TOP 2/3 OF ROOTBALL. --~ (Remove all wire baskets.) DRIVE STAKE UNTIL FIRM IN GROUND TO SUPPORT TREE PLAN VIEW OF STAKING . .....---PROVIDE (3) 2" BVC ROUND STAKES SPACED EVENLY ,,,-AROUND TRUNK. PRE-STAIN STAKES DARK BROWN --'CHAIN LOCK" TREE TIES OR APPROVED EQUAL (Tie loosely to allow some movement.) SECURE CHAINLOCK TO BVC WITH 2 PENNY NAIL ~---'CHAIN LOCK" TREE TIES OR APPROVED EQUAL (Tie loosely to allow some movement.) (3) 2" BVC ROUND STAKES ~--•---SET STAKES OUTSIDE ROOTBALL I (Remove after 1 year.) .--,li/f-----PROVIDE WATER BASIN AROUND ROOT BALL 2" DEPTH MULCH 6" TOPSOIL CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (Remove all wire baskets.) :.___.:.._ COMPACTED PLANTING MIX 2x DIAMETER NOTE: --------------- OF ROOTBALL DRIVE STAKE TO ACCEPTABLE DEPTH TO PROPERLY SUPPORT NEW TREE (~ DECIDUOUS TREE PLANTING DETAIL 0---------- -· -'~--'· --· 2x DIAMETER OF ROOTBALL ~-SHRUB/GROUNDCOVER ,----2" DEPTH MULCH ,.--FINISH GRADE TOPSOIL 3-WAY TOPSOIL COMPACTED ,;±:r,--PLANTING MIX \\xn ~-EDGE OF PLANT BED, CURB WALK, FENCE OR WALL S = SPACING AS SHOWN ON PLANS ® EVERGREEN TREE PLANTING ON SLOPE fA\ SHRUB/GROUNDCOVER PLANTING DETAIL 0 .GROUNDCOVER PLANT SPACING ~ . J:\648~ Renton Plat\Drawings\project submittal\xrefs\planting ptan.dwg, 9/11/2013 5:16:14 PM, 22X34Acrobat Distiller.pc3 Design Two Four/Two SiX,Iac. P.O. BOX 258 6619-132ND AVENUE NE. KIRKLAND, WA 98033-8627 ph. (425) 881-2426 -1---1-www.design2426.com ECHELON TOWN HOMES • RENTON, WA YKC PROPERTIES / PDSK PROPERTIES P.O. BOX 89630 LAKEWOOD, WA 98496 Design Team JMA Druwn JMA JMA ----~D~a:cl ------------- 09/09/2013 ----/4;::'6 p,()jcJd Mu. No. 648 A:Jpro'1cJ::/Dole Revisions O,:ite Dec;cript1on xx1xx1xx xxx~~xxxxxxxxx Key Plun Registration STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JASON t.t. ANDERSON CihlflCATE J«>. 1138 Sheet Tille PLANTING DETAILS Sheet No. L-2.3 @ 20·. 3 DESIGI' 2426 :r~c. GRAPHIC SCALE 40 80 __ I I 1 INCH = 40 FEET (22"x34") 1 INCH ~ 80 FEET (ll"x17") ECHELON PRELIMINARY PLAT =~:~~;"'~,,r~~?~ti ' A PORTION OFTHE NE 1/~~ 6~ER~~;~N~~~~C6~~N~,T~:SNH~~~T~N NORTH, RANGE 4 E W.M. 21?:~~:;i;;;:gf,?i,f,t,~; i OVERALL SITE PLAN DATUM CITY OF RENTON CONTROL POINTS: COR 1333: FOUND PUNCH IN 3" BRASS DISC AT THE NORTHEAST CORNER OF SECTION 13, TWP 23N., RNG 4E., N 181190.85/E 1295717.24 MEASURED ELEVATION: 387.35 FEET MEASURED HELD (NAVD 88) N 181190.67/E 1295717.12 COR ELEVATION: 387.35 FEET COR (NAVD88) COR 1850: FOUND PUNCH IN 3" BRASS DISC AT THE NORTH QUARTER CORNER OF SECTION 13, TWP 23N., RNG 4E., W.M .. N 181303.79/E 1293057.19 MEASURED N 181303.61 /E 1293057.11 COR LEGAL DESCRIPTIONS PARCEL A: THAT PORTION OF LOTS 4, 5 AND 5, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEEDS RECORDED UNDER RECORDING NUMBERS 7103160147 AND 7103160165. PARCEL B: THAT PORTION OF LOT 7, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103160147. PARCEL C: THE SOUTH 100 FEET OF LOT 3, TOGETHER WITH THOSE PORTIONS OF LOTS 1 AND 2, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7105170187. PARCEL D: THAT PORTION OF LOT 3, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGlt, OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103190108; EXCEPT THE SOUTH 100 FEET THEREOF. PARCEL E: LOTS 4, 5, 6 AND 7, BLOCK 19, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 4 LYING NORTHEASTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103160147. AND EXCEPT THAT PORTION OF SAID LOT 7 LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 87"30'06" EAST 8.15 FEET ALONG THE SOUTH LINE OF SAID LOT 7 TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 00'22'46" EAST TO THE WEST LINE OF SAID LOT 7 AND THE END OF THIS DESCRIBED LINE. (AS PER STIPULATION AND AGREED JUDGMENT QUIETING TITLE FILED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 07-2-33638-9 KNT AND RECORDED UNDER RECORDING NUMBER 20071212000820, IN KING COUNTY, WASHINGTON). SURVEYOR'S NOTES 1. THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3. THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED MAY 7, 2013, THE DATE OF THIS FIELD SURVEY. 4. FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEME~ITS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1361374, DATED APRIL 11, 2013. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5. OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. "' " CD "' C\I "' ' ('1 ~ . .,. ri ~ 0 z ·· ... ·.. S 130th. St TRAdA (OPEN SPACE) ~=w% I I .. , SURVEYOR CONTOUR ENGINEERING LLC 3309 56TH ST NW, SUITE 106 GIG HARBOR, WA 98335 PHONE: (253) 857-5454 GEOTECH ASSOCIATED EARTI, SCIENCES, INC. 911 FIFTH AVE, SUITE 100 KIRKLAND, WA 98fJ33 PHONE: (425) 827-7701 PROJECT /1: KE070211A SITE INFORMATION BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STA TE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 1 '02'17" COUNTERCLOCKWISE WAS APPLIED AT AN "X" IN 3" BRASS DISC IN A MONUMENT CASE AT THE NORTHEAST CORNER OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID COORDINATES WERE FOUND TO BE 181190.850 / 1295717.236 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORR~CTION FACTOR OF 0.9999851326 AND THE GRID SCALE FACTOR ,PF 1.0000022288 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. PARCEL # 214480-0285, -0295, -0487, -0488, -0500 ZONING: R-14 PROPOSED LOTS= 49 PROPOSED TRACTS = 5 (OPEN SPACE AND STORM DRAINAGE) TOTAL PARCEL AREA = 189,698 SQ. FT. (4.35 AC) PER BOUNDARY SURVEY TOTAL AREA TO BE DEDICATED (EXCLUDING ALLEY) = 50,273 SQ.FT. (1.15 AC) TOTAL NET SITE AREA = 139,425 SQ.FT. (3.2 AC) DEVELOPED AREAS TOTAL IMPERVIOUS = 99,852 SQ. FT. (2.29 AC) ROOF = 53,550 SQ. FT. PAVEMENT= 38,1647 SQ. FT. (0.88 AC) SIDEWALK/DRIVEWAYS = 8,138 SQ. FT. (0.19 AC) TOTAL PERVIOUS/LANDSCAPING = 69,253 SQ. FT. (1.59 AC) UP TO 18 UNITS/AC SURVEY 0 .. -0 -----·~·· -SD---- -s---- -VI---- l ii VICINITY MAP NOT TO SCALE LEGEND FOUND SURFACE BRASS DISC. VISITED 3-8-11 GAS METER (GM) SIGNAL BOX (SB) WATER VALVE (WV) WATER METER FIRE HYDRANT (FH) GUY WIRE ANCOR (GW) POWER POLE SIGN BOLLARD STORM CATCH BASIN ASPHALT PAVEMENT CEMENT CONCRETE EASEMENT PROPERTY LINE CENTERLINE SAWCUT LINE STORM DRAIN MAIN SANITARY SEWER MAIN WATER MAIN FIRE LINE SANITARY SEWER MH STORM DRAIN MH STORM DRAIN CLEANOUT SANITARY SEWER CLEANOUT FIRE HYDRANT RETAINING WALL CAST-IN-PLACE CONCRETE WALL ROOF DRAIN LINE WATER SERVICE LINE DOUBLE CHECK VALVE ASSEMBLY WATER METER SHEET INDEX SP1 SP2 SP3 OVERALL SITE PLAN SITE PLAN (SOUTH) SITE PLAN (NORTH) PROPOSED • -SD--- -S--- -w--- -FL---• @ @ • e- -RD1--- -W:-,---- loCVAI Ill .~ .. ,.. ··~···· ·<,•·-,-.: ... ""····· >-OJ w f-s,: 0 z 0 f'.= [L er' 0 (f) w 0 z Q (f) > w Q'. :, . . f- <( _J Q_ >-0::: <( z z -2 ::i _J Q.. w w 0::: Q_ f-- I-< (J) CJ) w 2 ......1 0 ......1 ~ I z s w > 0 0 f- z 0 w _J -' w I- I-I I-u w w w I (/) DESIGNER: ENGINEER: DRAWN: u z (I) w I- 0::: w 0... 0 0::: 0... :,,: (I) <.O 0 0) 0... 'Sj- '---.. CX) (I) 0 0) w n <( I-<.O :s: 0::: 0) WOJ " 0... 0 oxo 0::: 0 0 0... (I] :s: w u . :,,: :,,: C: <( >-0... _J i:..: z w -' u JFH JFH JFH S 13 T23 N R4 E WM DATE: 9.11.13 REVISED: PROJECT: 13-047 DWGNAME: 13-047-C w z 0 I (L i:..: u ;": z 0 u SHEET REV. SP1 1 OF 3 ,-','_,,,, ~.S<''' '\•'" ,,,.--,~.' ,· r • ,.. 'I•;,-II .,.,, 0 ~ GRAPHIC SCALE 20 40 __ ,---, __ ____, 1 INCH = 20 FEET (22"x34") 1 INCH = 40 FEET (ll"xl7") CD m Cu SEE PRELIM PLAT MAPS FOR LOT AND TRACT AREAS, AND DIMENSIONS '.: .-•, ·: .• ·, ·•·· -·-·-·~:, ·. -:· .. • .. -'./:. ;, . ', .• ... ,.· ' . . . . ' ... ~·:·. ~-.-:. . ';· ,,.-·· '·.4i '-,,·,-:'.·-~· ;·. • < -~/" ... ; 5' PAVED TRANSITION RAMP -' .. . . ., • .. . -~--,,,_, _________ : ___ _ ~---_____ _. _____ ..... ,.,_: ··-'· .'. ... ~.--· · .. • ·-"' > ·.~··,, .,. ' .· •• « •.. ·,.-.-_.,. '-·~-" ' "' ,.v-. ,_,.,._.,:., ,,,~ ,-., . ' ECHELON PRELIMINARY PLAT A PORTION OFTHE NE 1/4 OF THE NE 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 E W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SITE PLAN (SOUTH) SEE CONTINUATION ON SHEET C3 .,."a,a,11 ~,·~~~&~~~i·~ 1 O' SIDE '- SB /'J·v,)< ~ %TRACT E (STORM DRAINAGE & OPEN SPACE) ~ .. % •. . . --~ : . . -'.'. . ·: .. . ·... . ·. -··· . ; ' ' . :· .. ·,: ~--· -~.---·~ .• .. .··--·,·~·i. -.·. • • ========-======='-====::c:-:=c=c,:====~=-~i)~-=--~h=:.]_:,._,=.=,;:_=.=.===-===--'.::: .. =.:=: .. =.-= .. --· -=-~~-----~-------.. -.. -__ -__ -. -.. -... -_ -___ -__ -___ -___ -__ . -_--_--_,_-__ -___ -_._:.c __ ._--__ -. __ -.·_._. __ : ,-------: {'.:? J j CI( --------• ; . . ". ' . ,·.-··-· ..... -...: -- z 0 1--1 ~ => z 1--1 1-z 0 u LU LU U) >-co z 0 ii: Ct'. u lfJ w 0 --I f-::::> 0 (f) ._,_., z ::i 0.. L1J f-...... (f) w _J f- f- f-w w I (/) f- <( _J (l_ >-ec:: <( z -~ _J w ec:: (l_ if) w ~ 0 I z s 0 f- z 0 _J w I 0 w DESIGNER: ENGINEER: DRAWN: u z (/) w I- O:'. w CL 0 O:'. CL Y'. (0 (/) 0 m Cl. -tj- "' co (J)o m w n <t l-(05 a::: m wco . CL 0 oxo O:'. 0 0 CLQ)5 w u . Y'. Y'. 0 <( >-CL _J i:-.: z w _J u JFH JFH JFH S13T23NR4E WM DATE, 9.11.13 REVISED: PROJECT: 13-047 DWG NAME 13-047-C w z 0 I [L f-u <( f-z 0 u SHEET REV. SP2 Li ------ 2 OF 3 0 ~ GRAPHIC SCALE 20 40 1---1 __ __. 1 INCH = 20 FEET (22"x34") 1 !NCH = 40 FEET (ll"x17") ~ TRACT A (OPEN SPACE) ~~ m/~ I~ I = = ' ··/··' , .. ~ .. ECHELON PRELIMINARY PLAT A PORTION OFTHE NE 1/4 OF THE NE 1/4 OF SECTION 13, TOWNSHIP 23 NORTH, RANGE 4 E W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SITE PLAN (NORTH) SITE INFORMATION RESIDEN11AL LOTS = 49 LOT 'MDTH = VARIES (25 FT MIN.) LOT LENGTH = VARIES (75 FT AVG. MIN.) FRONT YARD SETBACK PER CODE = 10 FT MIN. (15 FT MIN. FOR GARAGE/CARPORT) REAR YARD SETBACK PER CODE = 12 FT MIN. SIDE YARD SETBACK = 4 FT MIN. (UNATIACHED SIDE OF ATTACHED UNITS) 0 FT (ATIACHED SIDE OF ATIACHED UNITS) 10 FT MIN (ADJACENT TO STREET) MIN. LOT AREA PROPOSED = 1,750 SQ. FT. MAX LOT AREA PROPOSED = 4,144 SQ. FT. • • ·-----• • . '.-. ' . ,.· ~- 6-'<) & ~ ~"?' ,· "' {<,,.~ /,//,~ le--~e'-c-4~:s· PLANTER '//// -'. . 5' SIDEWALK •,., ////%/ 18' PAVEMENT// WIDTH ' ' ... ·' OPEN SPACE 5 PROPOSED TRACTS OPEN SPACE REQUIRED = 350 SQ. FT. / LOT = 17,150 SQ. FT. OF OPEN SPACE REQUIRED 18,691 SQ. FT. OF OPEN SPACE PROVIDED SEE PRELIM PLAT MAPS FOR AREAS AND TRACT DIMENSIONS >-CI] w f--<,: 0 z 0 f'= 0.. O'. () (/) w 0 :, . ' z ::s 0... LI.J I--l/) ~ ...J Q.. &'. <( z ~ _J w 0::: ' u z (/) w f- 0:'.'. w [l_ 0 Ct'.'. [l_ :,::: <.D (/) ~ en O v• w [l_ ~ Q.. ~ ~ Ol 0 (fl 0 I w n <( f-lD~ z Ct'.'. Ol $ WCXJ • 0 [l_ 0 oxo f-o::: 0 0 z o__m~ w z 0 I 11. w _J f- f- f-w w I (/) 0 u .~ _J :,::: ~ <( w >--[l_ _J i:-: I u u i:-: ;::: w a'i z _J u DESIGNER: JFH ENGINEER: JFH DRAWN: JFH S 13 T 23 N R 4 E Wlvl DATE: 9.11.13 REVISED: PROJECT: 13-047 DWG NAME: 13-047-C 0 u SHEET REV. SP3 3 OF 3 ECHELON TOWNHOMES SHEET 1 OF 4 A PORTION CITY OF RENTON OF THE NE1/ 4, NE1/ 4 FILE NO. OF SEC. 13, COUNTY TWP. 23 N., RNG. 4 E., W.M. CITY OF RENTON, KING DEDICATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS OF INTEREST IN THE LANO 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 FDR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, ANO 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 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, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED. ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABLISHMENT. CONSTRUCTION. OR MAINTENANCE OF ROADS WITHIN THIS SUBDIVISION. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO HOLD THE CITY OF RENTON. AND ANY GOVERNMENTAL AUTHORITY. HARMLESS. INCLUDING ANY COSTS OF DEFENSE. IF ANY. FROM ANY DAMAGES TO BY PERSONS OR PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM ALTERATIONS OF THE GROUND SURFACE. VEGETATION. DRAINAGE. OR ' SURFACE OR SUBSURFACE WATER FLOWS. OR ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. FURTHER KNOW ALL PEOPLE BY THESE PRESENTS. THAT WE THE HEREIN BELOW SIGNED OWNERS OF THE LAND FEE SIMPLE OF THELAND HEREBY SUBDIVIDED. HERBY CERTIFY THAT WE HAVE ESTABLISHED THE HOMEOWNERS ASSOCIATION (HOA) OF ECHELON TOWNHOMES IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH INDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID HOA. SAID HOA IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE PLAT OF ECHELON TOWNHOMES. AS DISCLOSED BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 201~--- IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATION AS EVIDENCE BY NONPAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS. THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINIANCIAL AND MAINTENANCE RESPONSIBILITIES. TRACTS A. B. CANO DARE HEREBY DEDICATED AS OPEN SPACE TRACTS. TO BE OWNED AND MAINTAINED BY THE ECHELON TOWNHOMES HOMEOWNERS ASSOCIATION. TRACT EIS HEREBY DEDICATED AS AN OPEN SPACE AND STORM DRAINAGE TRACT. TO BE OWNED AND MAINTAINED BY THE ECHELON TOWNHOMES HOMEOWNERS ASSOCIATION. THIS SUBDIVISION. DEDICATION. WAIVER OF CLAIMS ANO AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF. WE SET OUR HANDS AND SEALS: LLC, A W~A.,--cS=-c-H=I~N=GT=o=-c-N,---,-LIMITED LIABILITY COMPANY BY: IT'S: ________ _ ACKNOWLEDGEMENTS: STATE OF WASHINGTON ) ) ss COUNTY OF -- ON THIS DAY OF 20__, BEFORE ME. THE UNDERSIGNED. A NOT ARY PUBLIC IN AND FOR THE ST ATE OF WASHINGTON. DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TO ME,. PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF .. INC .. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. STATE OF WASHINGTON ) ) ss COUNTY OF -----~ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN MY COMMISSION EXPIRES: PRINT NOTARY NAME ON TH IS DAY OF 2006, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN MY COMMISSION EXPIRES: PRINT NOTARY NAME WASHINGTON CITY OF RENTON APPROVALS: CITY OF RENTON ADMINISTRATOR OF PUBLIC WORKS: EXAMINED AND APPROVED THIS DAY OF ____ ~ ADMINISTRATOR CITY OF RENTON: EXAMINED AND APPROVED THIS __ DAY OF ____ ~ -~-------_____,ATTEST: -------MAYOR CITY CLERK CITY RENTON FINANCIAL DIRECTOR'S CERTIFICATE: 201 201 I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TD THE CITY TREASURER FDR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS. ALLEYS OR FOR OTHER PUBLIC USE, ARE PAID IN FULL. THIS_~ DAY OF 201~· FINANCE DIRECTOR KING COUNTY APPROVALS: KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS--~ DAY OF KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBER: KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID. THAT THERE 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. DR FOR ANY OTHER PUBLIC USE. ARE PAID IN FULL. THIS DAY OF 201 FINANCE DIVISION MANAGER. FINANCE DIVISION DEPUTY RECORDING CERTIFICATE: RECOF1DHJG NO. __________ _ FILED FOR RECORD AT THE REQUEST OF STEPHEN H WOODS, PLS THIS DAY OF 201_ . AT MINUTES PAST M. AND RECORDED IN VOLUME OF PLATS, PAGE (S) RECORDS OF KING COUNTY. WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS LAND SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS PLAT OF ECHELON TOWNHOMES IS BASED ON AN ACTUAL SURVEY DONE BY ME OR UNDER MY DIRECT SUPERVISION: THAT THE BEARINGS AND DISTANCES ARE SHOWN CORRECTLY: THAT THE PERIMETER MONUMENTS HAVE BEEN SET AND THAT ALL OTHER MONUMENTS AND LOT CORNERS HAVE BEEN SET OR BONDED WITH THE COUNTY AND WILL BE SET PRIOR TO THE RELEASE OF THE BOND: THAT I HAVE FULLY COMPLIED WITH ALL STATE AND COUNTY REGULATIONS GOVERNING PLATTING AND THAT IT CONFORMS TO THE APPROVED PRELIMINARY PLAT AND THE CONDITIONS OF APPROVAL THEREOF. STEPH~.S. 3B965 DATE I 1-:::, D U) w :::, z w > .., U) w > .., :r: 1-...... ...... S 128TH STREET S 132ND STREET :r: 1-:::, D U) w :::, z w > -0: ENGINEERING•LLC CIVIL ENGINEERS"'SURVEYORS"'LAND PLANNERS 3309 56th Street NW, Suite 106 Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info~contourpllc.com NE-NE 13-23N-4E SHEET 1 OF 4 ECHELON TOWNHOMES SHEET 2 of 4 CITY OF RENTON F1ILE NO. A PORTION OF THE NE1/ 4, NE1/ 4 OF SEC. 13, COUNTY TWP. 23 N., RN G. 4 E. , W. M. CITY OF RENTON, LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF LOTS 4, 5 AND 6, BLOCK 10, EARLINGTON ACRE TRACTS. ACCORDING TD THE PLAT THEREOF. RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY. WASHINGTON. LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEEDS RECORDED UNDER RECORDING NUMBERS 7103160147 AND 7103160165. PARCEL B: THAT PORTION OF LDT 7, BLOCK 10, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY, WASHINGTON, LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103160147. PARCEL C: THE SOUTH 100 FEET OF LOT 3, TOGETHER WITH THOSE PORTIONS OF LOTS 1 AND 2, BLOCK 19, EARLINGTON ACRE TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING COUNTY. WASHINGTON. LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7106170187. PARCEL D: THAT PORTION OF LOT 3, BLOCK 19. EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84. IN KING COUNTY. WASHINGTON. LYING SOUTHWESTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE. AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103190108; EXCEPT THE SOUTH 100 FEET THEREOF. PARCEL E: LOTS 4, 5. 6 AND 7, BLOCK 19. EARLINGTON ACRE TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 84. IN KING COUNTY. WASHINGTON; EXCEPT THAT PORTION OF SAID LOT 4 LYING NORTHEASTERLY OF THE SOUTHWEST MARGIN OF RENTON AVENUE, AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NUMBER 7103160147. AND EXCEPT THAT PORTION OF SAID LOT 7 LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 87'30'06" EAST 8.15 FEET ALONG THE SOUTH LINE OF SAID LOT 7 TD THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 00'22'46" EAST TO THE WEST LINE OF SAID LDT 7 AND THE END OF THIS DESCRIBED LINE. (AS PER STIPULATION AND AGREED JUDGMENT QUIETING TITLE FILED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 07-2-33638-9 KNT AND RECORDED UNDER RECORDING NUMBER 20071212000820. IN KING COUNTY. WASHINGTON). BASIS OF BEARING: TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 1'02'17" COUNTERCLOCKWISE WAS APPLIED AT AN "X" IN 3" BRASS DISC IN A MONUMENT CASE AT THE NORTHEAST CORNER OF SECTION 13. TOWNSHIP 23 NORTH, RANGE 4 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAO 83/91) GRID COORDINATES WERE FOUND TO BE 181190.850 / 1295717.236 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.9999851326 AND THE GRID SCALE FACTOR OF 1.0000022288 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. NOTES: CITY OF RENTON CONTROL POINTS: COR 1333: FOUND PUNCH IN 3" BRASS DISC AT THE NORTHEAST CORNER OF SECTION 13, TWP 23N. , RNG 4E. . W. M .. N 181190.85/E 1295717.24 MEASURED ELEVATION: 387.35 FEETMEASURED HELD (NAVO BB) N 181190.67/E 1295717. 12 COR ELEVATION: 387.35 FEET COR (NAVD88) COR 1850: FOUND PUNCH IN 3" BRASS DISC AT THE NORTH QUARTER CORNER OF SECTION 13, TWP 23N.. RNG 4E.. W. M .. N 181303.79/E 1293057. 19 MEASURED N 181303.61/E 1293057. 11 COR 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS) . LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED MAY 7, 2013, THE DATE OF THIS FIELD SURVEY. 4) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 136137 4, DATED APRIL 11. 2013. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. Easement Notes: THIS PROPERTY IS SUBJECT TO THE FOLLOWING EASEMENTS AND RESERVATIONS FOR SLOPES AND COAL AND MINERAL RIGHTS THAT ARE EITHER BLANKET IN NATURE OR DO NOT CONTAIN SUFFICEINT INFORMATION TO SHOW AN EXACT LOCATION. RECORDING NUMBERS 2936946, 2961097, 7103160147, 7106170187 7103160165, 7103050155 AND 7103190108. KING WASHINGTON EASEMENT PROVISIONS: 1) AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY. INC., GAS COMPANY, PUGET SOUND ENERGY, INC., ELECTRIC COMPANY. QWEST TELEPHONE COMPANY, ANY CABLE TELEPHONE COMPANY, THE CITY OF RENTON AND OTHER UTILITY PROVIDERS. AND THEIR SUCCESSORS AND ASSIGNS. UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS. IN WHICH TO INSTALL, LAY. CONSTRUCT. RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS. MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE. TV. AND GAS 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. TELEPHONE OR CABLE TV 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. 2) THE UTILITY EASEMENTS GRANTED IN EASEMENT PROVISION 1 MAY CONTAIN PRIVATE STORM DRAINAGE SYSTEMS AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE AT THE CITY OF RENTON. THE MAINTENANCE OF THOSE PRIVATE STORM DRAINAGE SYSTEMS AND THOSE SYSTEMS WITHIN THE PRIVATE STORM DRAINAGE EASEMENTS PER EASEMENT PROVISION 3 SHALL BE THE RESPONSIBILITY OF THOSE LOT OWNERS BENEFITTING FROM SAID SYSTEM. 3) ALL LOTS SHALL BE SUBJECT TO AN EASEMENT 2.50 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL INTERIOR LOT LINES AND MINIMUM OF 5.00 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL REAR LOT LINES FORTHE PURPOSE OF PRIVATE STORM DRAINAGE. IN THE EVENT LOT LINES ARE ADJUSTED AFTER RECORDING OF THIS PLAT, THE EASEMENT SHALL MOVE WITH THE ADJUSTED LINES. MAINTENANCE OF ALL PRIVATE STORM DRAINAGE EASEMENTS ON THE PLAT SHALL BE THE RESPONSIBILITY OF THE OWNERS OF LOTS DERIVING BENEFIT FROM SAID EASEMENTS. NO STRUCTURES OTHER THAN FENCES. ROCKERIES OR YARD DRAINS SHALL BE CONSTRUCTED WITHIN THESE EASEMENTS. THESE EASEMENTS HAVE NOT BEEN DEPICTED HEREIN. DOWNSPOUT NOTE: ALL BUILDING DOWNSPOUTS. FOOTING DRAINS. ANO 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 RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED ANO APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. SITE DATA: PARCEL # 214480-0285, -0295, -0487, -0488, -0500 ZONING: R-14 PROPOSED LOTS= 49 PROPOSED TRACTS= 5 (OPEN SPACE AND STORM DRAINAGE) TOTAL PARCEL AREA= 189,698 SQ. FT. (4.35 AC) PER BOUNDARY SURVEY TOTAL AREA TO BE DEDICATED (EXCLUDING ALLEY) = 50,273 SQ.FT. (1. 15 AC) TOTAL NET SITE AREA= 139,425 SQ.FT. (3.2 AC) DEVELOPED AREAS TOTAL IMPERVIOUS = 99, 852 SQ. FT. (2. 29 AC) ROOF= 53,550 SQ. FT. PAVEMENT = 38, 1647 SQ. FT. (O. BB AC) SIDEWALK/DRIVEWAYS = 8, 138 SQ. FT. (0.19 AC) TOTAL PERVIOUS/LANDSCAPING = 69,253 SQ. FT. (1.59 AC) DENSITY= 49 LOTS/ 3.2 NET ACRES= 15.3 UNITS/ ACRE (PER CODE, MIN. 10 UNITS/ AC -MAX. 14 UNITS/ AC WITH UP TO 18 UNITS/AC WITH DENSITY BONUS REVIEW) PROPERTY OWNERS= YKC PROPERTIES/PDSK PROPERTIES INC. PO BOX 89630 LAKEWOOD, WA 98496 ENGINEERING•LLC CIVIL ENGINEERSNSURVEYORSNLAND PLANNERS 3309 55th Street NW.Suite 105 Gig Harbor. HA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info!lcontourpl le. com NE-NE 13-23N-4E SHEET 2 OF 4 '.} ECHELON TOWNHOMES CITY OF RENTON FILE NO. ---------- A PORTION OF THE NEl/4, NEl/4 OF SEC. 13, TWP. 23 N., RNG. 4 E., W.M. CITY OF RENTON, KING COUNTY WASHINGTON LINE L1 L2 L3 L4 L5 L6 L7 LB L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 BEARING DISTANCE CURVE ARC DELTA RADIUS S46'42'39"W 15.08' Cl 27.78' 41 '53'08" 38.00' S46'42'39"W 9.48' C2 6.39' 31 '50'07" 11. 50' N46'17'15"W 16.51' C3 18.06' 90 '00' 00" 11. 50' NBB '37' 13 "W 24.83' C4 18.06' 90'00'00" 11. 50' S88 '37' 13"E 7.88' C5 72.43' 2'00'02" 2074.66' NO! '42'39"E 3.42' C6 30.85' 0 '51 '07" 2074.66' S88 '17' 21 "E 3.64' C7 29.00' 0'48'04" 2074.66' N48'44'49"W 12.70' CB 25.00' 0 '41 '26" 2074.66' N89 '50 ' 27" W 13.36' C9 22.65' 0'37'32" 2074.66' N89 '50' 27"W 10.36' C10 2.02' 10 '03'01" 11. 50' N48'43'09"W 6.91' C11 10.96' 9'43'59" 64.50' N00'02'39"W 4.54' C12 36.20' 32'09'09" 64.50' S47"30 '51 "E 8.35' S46'22'50"E 6.90' S46'22'50"E 16.39' S45'55'20"E 12. 61' S45'55'20"E 13.13' S45 '10' 46"E 16.47' S43'06'05"E 2.23' S44'58'54"E 2.89' N46 '46'57"W 9.09' N45'10'46"W 8.88' N89'50'27"W 18.55' N47 '30 '51 "W 30.45' N43 '34' 41 "W 26.96' S8B '37' 13"E 11. 33' S01 '24' 13"E 3.09' S40'23'00"E 7.06' N89 '50' 27"W 7.36' N00'09'33"E 17.05' NOi '24' 13"W 11. 95' SOI '22' 47"W 6.92' Legend: S = Found monument as noted. )8( Set brass disc with "X" in 4" x 4" concrete post. @ = Set 3" brass disc with "X'. O = Set #4 rebar with red plastic cap stamped "CONTOUR PLS 38965." I xxxx I= LOT AREA Job No. 13-047 ENGINEERING•LLC CIVIL ENGINEERS"'SURVEYORS"'LAND PLANNERS 3309 56th Street NW.Suite 106 Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info~contourpllc.com NE-NE 13-23N-4E SHEET 3 OF 4 SHEET 3 of 4 \ \ 0 40 BO I _I I Scale: 1 '' 40' ECHELON TOWNHOMES SHEET 4 of 4 CITY OF RENTON J:'ILE NO. A PORTION OF THE CITY OF RENTON, NE1/ 4, NEl/4 OF KING City of Renton Control Point COR 1850: Found punch in 3" brass disc at the North quarter corner of Section 13, Twp 23N., Rng 4E., W. M .. N 181303.79/E 1293057. 19 MEASURED ---~~-N 181303.61/E 1293057. 11 COR 13 819.17' N54 °48 '21 "W 40.95' S88"36'24"E 2662.47' SEC. 13, COUNTY TWP. 23 N., RNG. 4 E., W. M. WASHINGTON City of Renton Control Point COR 1333: Found punch in 3" brass disc at the Northeast corner of Section 13, Twp 23N., Rng 4E., W. M .. N 181190.85/E 1295717.24 MEASURED Elevation: 387. 35 FEETMEASURED HELD (NAVO BB) N 181190.67/E 1295717.12 COR Elevation: 387.35 FEET COR (NAVDBB)~- 1331.24' -I m '<-I Found 2" brass disc with lD lD lD Found brass pin in concrete, incased at the intersection of S 130th St Q Renton Ave S. z 0 ~ "X" incased, +/-25 · S of the intersection of Renton Ave S and S 128th St. Legend: (\J lD ~ ..-1 t-----' ff) ' r--:.:---------....:S... NBS '32 '25 .. rJ 1330. 16' s 130th St : I·. 1 • I\;-_ g_ --·--~ T-.l'.!BB ·3~25·~ J270_: 10 ~Q(J270_:2_B_'_(P_) _____ -_--_--g-- 0 I- z 0 ~ lD '<-I 6 30 .I . --605. 65' .. , , . -. I I I 664. 45 ' I I -, . , 11 I S65 '18 ' 56 "E I ? I 1. 44 ' <I_,,<~ I I I 30' ~ 0 I '9_,, -1,9'..:j& I I ..-1 ~ I " ~ -T,9ofs-?s. I I II 3: I " , < "' o /j I m I ' lD <I,,, \, · &., ? .. , :;j: ro I ' ro ,s>_,,7&?"' I I ' I "~-ru -1 -<& .y~ <;1, 11 "' ,~-') 1 m ~ : ,' rSJ ~ I I >,2~l: '~~t I u' 1_)' L.. I :I r---~ [/) -: '(;v ~ I I ~70' ~ t ~(Iv I I I ~ I en ~ I g h ~..r. 0-1) I I ~ [/) ~ ~1 z I \....I I 5 ~I.Y-. ,~ I ia .....-ml ·<--'::( lo (l) <G ~1 1 ~ -----+ ~ol.Y _ t,.<:y -t-+ __ I~ P> f I · o~ , C1. I Im <G :5 ~: I V, ,\J~'I I :~ 0 1 ?1 ('>... I I~ CO 81 ":/ I I? z I I I ~y' 1,,71.Y I I 0 ,~-0' ,s> • 0 I (__)' I 11 . "Oj -?> c..--4-, -<>. 1 I U1 : ,,., 9 6 I 5 ~t .J_ ' ~ ~-?' ,, ~,s>/~-?' ~ I I '(;v I (_)'1 '-) I <' I.Y f~ ,9 II I O v> "'yo I ,,., • .0 ·& I I I '(>v I I " 0 , "9' ~ -? , I I I I , / ". 0 I 30. 3.o·~-~1~~~·~--615/B' ~ ~. : · g ~--ssssis 7'3~7~'~1~3~"~E~12~6~9~.~1:1~'~(C~)~/~1~2~6~9~.~70~'~(P~)-~----~o-~~ --- lD r--- OJ 01 (\J 3: ' ff) -7 ..-1 I ~ (\J . '<-I 0 z ·. I \ SBB ·37' 13"E 1329. 08' MON TO BOTH AVE s (Y) Calculated monument posit ion S 132 nd S l Found 1 ead and tack in fv-%, per ROS No. 8707209002 concrete incased NBS ·37 · 13"~. 'i>. O. 10 · from the intersect ion, of Renton Ave SQ S 132nd St. Addresses: S = Found monument as noted. TD BE ASSIGNED. ~ = Set brass disc with "X" in 4" x 4" concrete post. @) = Set 3" brass disc with "X ·. 0 Set #4 rebar with red plastic cap stamped "CONTOUR PLS 38965." 0 100 200 I _, I Scale: 1'' 100' : C X D · : ·rl U1 .µ .r::: u Q) .µ Q) > •rl (/) <( 3: L QJ C U+J 0 (IJC+J ·rl ·rl C D QJ Q) ([ (/) .c (/) .µ 0 ro L'+--+J .o ocn ' WD ITTUJc • (\J '<-I -ff) 0.-< DlD CffJU1 ::J I 0 "-. 4-- u.. + o Job No. 13-04 7 ENGINEERING•LLC CIVIL ENGINEERS"'SURVEYORS LAND PLANNERS 3309 56th Street NW.Suite 106 Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com NE-NE 13-23N-4E SHEET 4 OF 4 ----------------~ HAl'<Dl!:>HINGL.E :>IDING --~ HAl'<DIFANEL. !:>IDING - VINYL. V'IINDOV'I HAl'<DIFL.ANK L.AF !:>IDING 6" l'<!:V!:AC" FAN!:L. !:>IDING I DC:::DDDDDDDDDDD CUL. TUl'<ED !:>TONE V!:NEEI'< _/ 0) ~,~:'~T ELEVATION ~ f- l c I--~-... I----~- ~_.,..,i;J.Y.·L''/··.,:.,c,.;,. ~ ,..,.,_,,,,c< o.,,.,,. ---__ ----- -- ~ ~ - G) ::~:-: ELEVATION 12 4 r-::::: ~ ~ ' ~ = 1++1~- () Iii! ' II\ N , 111111111111 ~./ I -' -- 1DDDDDDDDD1DDD = '~~~, f-+-+-+-E ~~ ----+----+---+-~ ~=:=i= - 'o D ( ----t-t-t---1 E @ !::}~,~.T ELEV A TION IWI 11 '"'"' I I - - \ II I ~.~ ~~ ------]~~1' § . L r= --,-- ---L_______: G) :::~,~. ELEVATION ECHELON TOWNHOMES DUPLEX ELEVATIONS OCTOBER 10, 2013 I ~ ' ' _J ----J RECEJ\lED OCT 1 0 2013 CITY or-R1;;;,1"· PLANNING D1v 1~_,_;,. r UNIT TYPE A 1532 Sf 25'-0" Q UNIT TYPE B 1614 SF 25'-0" DINING DINING ~ LIVING RM • • I I ITTr~L---';:lf1~;:!JD~llk~ ~ I I I 0 KITCHEN L __ 0 0 GARAGE GARAGE _____ _J _____ _ ____ __i------ LJ LEVEL 1 PLAN 0 Sc.a le : 1/8=1'-0" I I -___d ---- UNIT TYPE A 1S32 Sf 25' O" - --·-·--- Q UNIT TYPE B 1614 Sf 25' O" - ' r--e e ~o ~ Q e :,) MASTER MASTER BAT~ ,,-BED BED ~ATH -/ 0 X 7 rp; i\ < D u ~ II ', \ < g ILJ [] I) [\ = II 7 LOFT II e o 0 0 o e ~ATH BAT~ \ I' l'=!: _)n ' ? ~I\_ 7 D BED RM BED RM BED RM BED RM I I ~-------------------------~ LJ LEVEL 2 PLAN 0 Sc.a le: 1/8=1'-0" ECHELON TOWNHOMES DUPLEX PLANS OCTOBER 10, 2013 X F . \· "\. "' ._ •. , .. ,._,,,·,;,,.:,,,,<c; ,, .. ~ -· ' ' \ ' '' . I ~ \ _J RECEIVED OCT 102013 CITY 01' i?IEN TOi\1 PLA_1~/\JING DJVJSl()f\1 ------- ' ' D '. I I UNIT TYFE B 1614 SF 25' O" - ~ ~ • (iF =~l'fjG RM 8 I I ({;;!; 0' 0 ('s,, ~ I g i".:ITCHEN [ l-qx V ~HO[ \ 0 res " UNIT TYFE A 1532 SF 25' O" - DINING UNIT TYFE B 1614 SF 25' O" - ~ V n ~ ~ • DINING -C]) - LIVING RM • LIErG RM ~ ~~ J ffi ) __J ({;;!; ~~" ) 'o~ I'. )(lrn1 " )2'. ) 0 g "' KITCHEN ~ KITCHE "' u ~ I~+---I II ~ (!) F~ rJ · 1--\ iv j)( ~T 0 1' @ !~ I -I f I <rJ O> ~ UNIT TYFE B 1614 SF 25'-0" MASTER BED UNIT TYFE A 15:32 SF MASTER BED 25'-0" UNIT TYFE B 1614 SF 00 a;!- aa L ~ATH \/BATH] ' /o\ ~~ 25'-0" MASTER BED \ (1 jJ X \J D~ ~=~11~==;==1 D l) []JI> <g I LOFT 1 LOFT a o 0 0 o a 1~ATH BATHL II 7 II ~ JI' ' e II~ " ' ti.__ --I b ___ GARAGE GARAGE ------L ------ ~-----L ------ ..--~ '----< LJ LEVEL 1 PLAN 0 Sc.ale: 1/8=1'-0" GARAGE I :1 ' BED RM BED RM BED RM BED RM I ------I------ I ',,--' ~ ~-------------------------~ A LEVEL 2 PLAN 0 Sc.ale: 1/8=1'-0" ECHELON TOWNHOMES TRIPLEX PLANS OCTOBER 10, 2013 BED RM ,;;ED RM I ~------------~-----'-c l ' ' t \ _J f"<ECE!VED ocr 1 o zou CITY OF REN~,, PLANNING 1 ,.) N -DIV1s1oi\.j -- . - Tl'tE:L.L.IS DDDDDDDCDDDDD ~~~ DDDDDDDDDDDDD 'o ~===~~~I 1 D H-+-------------- C.UL. TUl'tE:D STONE: VE:NE:E:l't CD ~~:?~T ELEVATION ~ ~~ "~, 12 ~4 rn" ~ '11! : : ii i : ;;;; : 11'1 Ill I .. -I i IY, ' ---I ' , I 1 1 1l,w1 I~ ,,,, ,,,,, II '"''' ,,, , ~ ,,,, ,,e --I 'II I/Nm ' I i' ~ tlr,~ ,~Ir.~ ' ----~ ------, - ------- I I ---~ I - I -~ t= ,, -- ~ f-~- - ' --~ f----~ - I ---~-I -t= - - ® ::;,:~: ELEVATION G) :::~,~ ELEVATION ECHELON TOWNHOMES TRIPLEX ELEVATIONS OCTOBER 10, 2013 -f- I I I I ' -~ -- -~--- I I ' ' ' ~ ~ - ' I - E ~ I I ~ t= ~ I I \ " ·1 DINING • I I ffi 0 )( -~ - ::.ITGHEN [ [- V \ I I t,_ __ UNIT TYPE B 1614 SF 25' O" - ~ ~ §-'85"" ({;; ~ ~o[dX ij 0 GARAGE ~------L _____ .,,...-' UNIT TYPE A 1552 SF 25' O" - V n JI') ~DINING LIVING RM • c-1 DG-~ ~~-- /\~ ,)(lffil KITCHEN = 0 If--+---xt (D~TH I 0 I Ll Q 0 o £;1lllt UNIT TYPE A 1552 SF 25' 0 11 - n ~ DINING (J D n__ ®l. LIVING RM [1 IJD ~--~ lffil;(1 ~ KITCHEN 0 ---+ ~I B~G) Ci)< ~ ~ I , 1---o__ __ GARAGE I GARAGE ------L ------~-----_!------ ~ --. .--- LJ LEVEL 1 PLAN 0 Sc.ale: 1/B=1'-Q" UNIT TYPE B 1614 SF 25'-0" DINING " " ·1 ee UNIT TYPE B 1614 SF 25' O" -" UNIT TYPE A 1552 SF 25' O" - Q UNIT TYPE A 1552 SF 25'-0" ,, UNIT TYPE B 1614 SF 25' O" - ee 0/ ,0 C_ ~ MASTER MASTER ee 0 0 ee MASTER MASTER X BATV BED BED ~ATH BATtC BED BED ~ATH X g ' / 0 V !(J) • -~ LIVl~R I\ 1 ~ ~ X X D > ~ ( [] > I 'D ~ 1g l LOFT ~ s;::: 11 e o 0 0 o e > _JATH BATHL II ,) II -'l - I I ~ C § g /\ ( 0 ( ~ ~ KITCHE~ ---~ i ~ ooLH ' 0 [ij ( y _;1: ' , :1~ ~ I I ~-_ci '---··- GARAGE BED RM BED RM BED RM BED RM I I I ~-----_J. ------- T-------------------------~ •• •• --. -------- LJ LEVEL 2 PLAN 0 Sc.ale: 1/B=1'-Q" ECHELON TOWNHOMES 4-PLEX PLANS OCTOBER 10, 2013 ~ = I\ ( < D ~ D \ < g []~ \ 'I LOFT II 7 " e o 0 0 o e < ~BATH BATrL_ \_ [L -I ~ 71: ' , II~ ~ .. ' BED RM BED RM BED RM BED RM .. I I T-------------------------~ t -- ~ ' ' ' C) ' !,: _J RECEIVED OCT 1 0 2013 CITY OF Rl:N'rON PLANNING DIVISION PANEL SIDING YII ITH EIATT!:NS HAf<.DISHINGL!; S IDING~~ ~ ~ ;', VINYLYIIINDOYII / ~~~ rrm~ HAf<.DIFLANK LA~ r : ~ n FEEE ,~, FfFf1 s1D 1NG c " f<.eV!::AC" ~Iii: lflll EEEE , EEEE ' -11111, 1111 1111 11 ~ l( --- = ~ Tf<.!::LLIS II Cl ' 1~1 in Ci ,,.-::::;; -/ -12 4 r-:::: ~ -f----I -111 -f----I I = I !_L t~ -f---- i:f//j I I II I I I ----~ t= D C::IDDDDDD DDD DD = ~nnn = UUUJ ~~~ ~ DDD DLJDDDDD DD D C -11==:J •-==='jH f---f--,u' ---H tl=11=1 l .C::C::C::c:::J c:::::::::::___JL --I ,----I--1-lJ IF ____ ·B ___ ffl 5 CUL TUf<.eD STON!:: V!::N!::!::R _/ (D ~~~:'T ELEVATION / ~ , ~~ , '= II 13/i , l~H ~ ' ~~ -111:1 - , , .-, ' ;J , " , ' ' ---.... --- ---- -···--------------t:_ - - @ ~~=-_!<-ELEVATION ~ I ~ o· D 0 !::el~ 1 ~ .. T ELEV A TION - -~ ~~ ~ 111 II · llm -"' -······ - - i -··· I iii ~. ~ -- , ~ - I ~- --' -~ ~ - ~ -- ---- ,_ --i---------- ··-·- G) ::~,~. ELEV A TION ECHELON TOWNHOMES 4-PLEX ELEVATIONS OCTOBER 10, 2013 12 :::::-14 ~ --IIYti -f----= -~ ~ 11 == ------· -~ - - ----------- - --- 1,11 , I ' , ~ , -...__;: .... -···--:::-,, ' -- -II ......•... _J RECEIVED OCT IO 2013 CITY OF !?l:NTON PLANNIJ\J G fJJVISION