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• --~~---~, ----Control Lot Easement survey C]Parcel The information included on this map has been compiled by Klng County staff from a variety of sources and is subject to change without notice. King County mak~s no representations or N -RightO!Way ----·· Plat tQ King County t::JPiatted Major Number warranties, ext.,ress or Implied, as to accuracy, completeness, timeHne-ss, or rights to the use of such fnforrnation, King County shall not be liable for any generaL special, indirect, inc!dentat or consequential damages inciuding, but not limited to, lost revenues or toiit profits resulting from the use ot misuse of the information contained on this map. Any sale ot this map or information on this map is prohibited except by written permission of King County. + Dept of Assessments --- ,, ' 84QO. St i170 ', ~ \ 1) \~ ' "' I, (f) I ' I ' I ' I ' ~ill H!u 141 944711 1410 00 3 0 0 " 1oouo s 001:.> 10 ShortPlat OriginalShortPlat --Parcel 28842 SJ!' 0010 QOo'/W 00'1 § 17600ii- 0020 10000 SF OU11 -GovernrnentLot --Hydro --DonalionlandClairn PrOPCffi.:t'; E ! VE D MAR 1 4 2016 CITY Of RE~HON 210001f 0022 0 m _ N 88-16-46 W _________ S.~.:...!~f§'!" ___________ ·--340 -- -----------314.25 0 , 0 107 975011- 1070 112 !081Bi 1120 11 a-1a-06 w 100 we,o 11'! tM t 7500 SF 11!0 "•i,..-----1 ~ ' ' " ,m " 0 110·~ ~ 7500 Sf 1100 -ro '109 \l)OO 7500 Sn'~ 1090 N 89-18-06 W 108 $000# 1080 2 30 N iHl-Hl~OO W m I 30 r JlO 14352 0091 81.75 10665 S 0090 81.13 254,23 , ' 8154$F'0 0092 62.5 1 "/ 21.23 , . 127 ~1 B8-1 -46 LOl I ' REN BP a245 s~ 0095 254,22 254,?.t 27,ll .,. -~ 0 Qt(J;! "' "' 7685 SE' .,. w _0102 /' M 071-66 m m OtJ!l;llO 8300 Bl''"! tmt 0097 t'J 127.22 165S4 SF 0096 127 •• 0 3 660f.l()69001 ~~w Hi5S3 SE. i, LOT 2. 889El st z 0100 ,..i; l27. 090104 ., _30 ,0. f,.lSi.Ji8!8;•j;l\~/-~4~6:.,JjE_;;,;;;.;__'r";',:l/".'i,"~1~2~7~,~lO:,.._-t u,; ·1 25 /1. 1$1 . I ' ,I W, <Iii wj ,;i' :r: ! H "'' ~! I ' I i• ,,. 17 'M I•' '' I" ,Z I ~ -~ 102.00 -' -O~JW "'" 4 N ,, a 52 [,.H ..,,.,;;,:...-,!"'"'·-i'f;-,..----="'=~ ' ' 1 •m 0 z --i 1144011 • " " 30 '' 1656 0106 '' ' 165S:O SF 0105 121. e I -' I 30 m -. ., . -- 00 ,, " '" ,c '! W11W '; "" 00.l'rOO "~ ~ • 1 @•OO l;l»1Gll ; o\;5 .~ p 8481 ' 971;!5 s , 1a2s s~· 0154 01.55 0157 1043$ SF 65 75 80 60 fl15680 oos100 f()..RN'is ; ;"e.~s ; p o,moo : " "" 1 18266 " 18266 SF , I -· 0162 D158 0\0~ 140 0 uo " m ~,. 9133 SF<'; l1iu 0166 m " ~ "' ' 3 000,W '40 "" " 17797! 913'3 siG c~M 0168 "" 0165 " w 140 2$0 HD m ; "' N N l.(M"® 917'.3#' .ti ' " "" w w 0172 '~ 4 " Oflel,)(! : Q\10 < ' ,, m N 8994-i ~ 18266 SF -~ -Om 0170 0171 m w .,, " ,.,, 140 140 '0 ~i ,m 11895/t.; ' , ' (•llS"IW 9842 SF =• ~ g om 0175 o,r; 0177 ~ ' ' 3 0 I I I I ' I !a I• ,~ I~ ,. !!i Jz I ' I ' I uli (/)' wl ~i :r: i h '°I o, -1 ' I ' I ' I ' I i ' I ' I ' 13870\f 0020 0010 ~J' 8934 SF:,2 0112 i ' 5 --------------~ 15 -~~~ 2 {P) 1481711- tJND INT 20 i/lW / ·~ 7668# 0200 86.20 6007# S 1(3 0160 g 100.12 li\-1< VOL 2421 31-35 5006& ,g :€~::1s 0150 ~ TR B r: . 100.12 DET£t1TI0N .; l?OND ::::l "' 50261 ~ 831CJ# "'! $},,80 14 0140 0 UND IN1' ~ oM-0 .-, 70 184.63- 5-li7 j9Q0018 .A E, 3-162211 0460 .D2.-08 !Ji'. LOT2 37026ig 9161 6935 Olll 12.7, 115, 25 23 1 7,L o • Lot 1 (-Oflc..., 4 52 6# ..,, 0116 0116 "1 12'/ .14 --"' " KCSP L05$0064 Lot 2 4450#-~ 1?7 .1? 0117 200802129000 2 ,:; IM'lw 4451-!t ~ Lot .., 0,21 0122 127.115 C:<);)700 "'"' S900 SE 0114 r i I tJM,ro 8980 SE ,,JIS 0115 1_2·1.225 8949 sn 0119 ' 0 N ,,, ,, 0 ' w •' ' " 12'/. 315 2 4, 53 17908 S' 0125 8 127,315 17915 8 0126 uJ 121.1115 S<J.83 127.415 ui 11--,..,:;==-i-"=-....;;;.;.;,;;;.;.'I ~!; <( :r: ' >-' ... 8959 Sf' 0132 ~ ,.. -------1 -~· 9 17921 0131 a Lot 2 -,?-o?-'6 17935 SF 0134 127. 61 -Ol<J 8958 014'3 0 m -~..., 5567ll-' SO!!Oi! 0135 n O:t36 58 2 Q)j:: "10. :u 'I. l 8958 S 0138 0 8940 SF 0139 ' Hi361# 0146 ·---t-- ' I ' I • I ' I ' I ' I I ' i. ' I~ " I!;: '' le i" ' I I ' I ' .I w, ·I (/), WI >., '1:i :C' I;;! 0\ -, I ' I ' I ' I ' I -r - ' i >o m 0 ~ ~ ;P ' I, ,o ·~ ·~ ' ' ~ ' l ' i I ' a: ~ ; .:: s: ; ' ' ; ' ii; -~ ' ------Ol.7 5 W,,/W -9842 SF 0179 2 140 140 0 m ,mw 11\,Q 9842 SFf: 0180 ~ 0 =• ~ 01,i 9342 SE';': 0182 140 0 ~ ,:)();)700 0 "'" 9S84 $Ji<"" 0184 i'<,, ' $18B4 S~ ol),)fOJ QlrJ 0183 ' 140 8 ~M ,,. 19034 SF 0192 140 9 00!;,t» n,,,t 19684 " 0196 1•0 ,, ·-10 ~' 19684 S 0201 140 _._ 11 - 1%B!1. S 0205 l'" 0 ~,00 ~ -0 9El42 SF"" 0200 0 M ,Y..zyJ(,l -~ ,,oo 98g2 SF 0207 140 2 ~ -·· ~ 13 o, "" ~ 00 _, 01T ; ,e- ~~:'9842 SF": - 0 0176 ,. 140 140 -· "" , 196S-'l 018!. Sil'.' . i. "" ~ OO!"ili11 "" ~ 19684 S 0186 I 140 ' " _,. M~ ' 1%B4 ( 0/.88 140 ' l , -· ~;iu 19$84 S 0194 140 008700 f AKER'S A VOL 41.J-27 001!1',;i 1':i-. 19684 S, 0198 1'0 -· ~2'-" 19684 " 0203 140 ' ; 00,,ttl-l IV~! 0 --"-----}-40 ---------- ' "· 3011M SF ,, 0213 N " 00 ~ 0 " [ N 0 00"100 I ' I ' I ' I ' I ' I ' I i• -~ 11 '" I• ,,:, !, I ' I ' I LLJ i u,, w! ~i :,: i h "'I ~i ' I i ' -\ R This map is for the p-iJrpose of assisting In locating your property and is not guaranteed to show a~mate measuremetits. Do ,-· 15 0150 -0240 not use for survey purposes. .-,. ' 21B32 S 0058 12.2.36 5 ee-1 -39 w 13 .36 'l/J.l.T•"f> ~' 12750ir 0061 • 1"2150il 0057 90 212,:.36 8 5 9750i 0060 30 0 ,0 ----- 15 200.n ono N 88-1 -46 W ,NO _, I, ~ 0 " 0 ,, G ' WJ:100 '"' 15 9000 (lfo ~ 022i a 11400 1H<·· g 0224 N lOB-00 ;J!'" ~ 0222 00 00 2 130 26000W 0226 ootr1>'.I 7800 SF (rill 0227 13 0228 50 0 M 21090 SF a 0230 21090 0231 00 ,- ~ SF• 0 c 20 0 ~ 0 "' ~ 25 163 150 3318041- 0337 ' •' q,: ', "' ' ' ' w,'100 ',n Q):j,) : ... ,M ' ' ' 40)00 SF 0335 , ae-ie;-,11> w 0 " 0 " M 27 .6 13640# 0332 24 150 ,0 l 7 LOT2 ' ' ' ,, "' & 'j ~ 30: -'S' : ' ' m' <-<' -: "· m, 0 ·: ---) ' ' ' ' ' ' rN,.,,V!!KCSP 279037-10160908 (>l~!;<l :,..~")':, 'o \)3.:.// oum, -LOT 1 X ·-~}$~~ ............. 2s ! 15' RD. ESMT. t l 4218-0 S ' 0235 0 0333 0327 0240 ~ ~~~CSP 58502$.-___ N' 89-l z ··········-···············-"-•"'•l 'j ;]{;,,, J,tf 0330 '. r. 0 :J,,, ~-wf'~&!17i..,,_..,.,;-/ ~-_-' 30 0325 22 ·n:: -tr): _11600310_5,70 _ --.--'-, , 1. 04 At (153721! 0240 008700 "·" '-D l'l """ 0 ~ lVCSP 565025 -. ',, ,-! f'l • 70 LOT2 ci ~ 21084 0327 22 ~;,:42 ~,w .,_;, 8603310510 LOT 1 ' ' 19390 S f I : 0325 , ' ' ' ' " 'i'--------~3~0~0..,-----------r--~N 38-16-37 W ii 100 RD. ESM'J.'. 137. 95 2 0 "' " 6 7 8 9 150 18090 Si' 0256 NO. 5 10 11 12 13 130 7800 S 0283 300 150 80 42:tBO S 0250 24090 SF 0255 42180 s~ 0260 42130 SF 0265 42180 SF 0270 42160 S 0275 90 0 M cl 0 ro 0 14060 Sf 0316 0 ,p 100 18 ,x,arc,:, 0 M 0 ' 0 M 0 ,- 150 <>,ij/')) OJ1', 180 21090 SF 0310 "3" 1?1'1 l O ''"''":' 300 161360 S O'.H? 1$0 12000 s!f.J:' : 0321 i-, : 42 19 21090 S 0311 24160 $ 0295 1S000 0296 0 M 21Mo s~ 0291 21090 0293 14 0 m SF~ ~ 0 C 44611 SF fi7Q<.'; 11040-;!- 0721 11520# ( 0745 uJ ui w ·O:::", ~s;l'oLt.~2~A-1 .. ,, ~ ~ lot 1 c.: ':'' ~a 10125#' ,, <l5S2 \IQ= 10125#-u 0551 i-<I ~ :,: .._ - y;p;;j;''T,:',;f-~~--- 510011' ~l 51181f 0495 0496 ,·,.;:.;,,..:.,;.-4 ___ .,1.,,s'"" ___ ,_ ___ ..,1.,, ... , __ "1 !1,,-~-... "-..o-;u;."'~"@· -~~ ~ 6 12510lt- 0732 M • 9730lt Ol30 S.E. 166TH ST. -eae-04-46 E -300 S.E. 29TH. ST. 7 212110* 0740 ' "' 10 ,~ I ' I ' I ' I ' 30 I ~ -0 --1-- ~ i ----------------1 ' I ' --30 ! I ' I i ' : " 6 300 LOT 1 ,0 22500# i--- 0501 :2:2500# 0500 1.04 AC 4530241- 0510 I I il~-------..i'aooii...--------1 ~ g 110. 8 20350,it 0600 120 22200if 0611. 240 lD0,8 160 222001F 0610 120 3 21600! 0620 ,, ' I ' I ' I ' I ' Ml M' ·I ~, 81 ' I I I AF. 6724296 75 KC 7605050463 SP 276040 0 ITT ., 300 TR "A" 172 72 KC LLA I ' ' 11468 £ n'l~53_3 ! 75 LOT2 S 68-04-6 ,. 240$0# 052.9 70 -0$1< c~ S90M0l .J. 9925 $ 0534 " KC • ~ z 10418 s~ 0532 l"il 0 " rl 112 •,o ... 11250 s ,. 11250 ]' ~ o 1.03 AC 441366 0509 57 7609210621 U3 71 \ ' "' : 10500 S 15120 • E' 11250 F 9065 9071 97}.37 N l ... J1}00~6~0:J ,._j_~~] __ .i;w~~JL~h9~07:o;..l._..i7:,i5.;,.::_.1.. __ .~,sl.....il,..--'~"--I::: 9066 90B2 100. S9064 7S 68 ·10 :>30.8 2 326115 HERON GLEN CONDO "i':J,' PH, 1 VOL, t1r;ltf.19 Pl/. 2 VO.I., 1:W!J!l-101 N 89-52-07 E -,v,_.~., '=' .7/'" • : 72.03 $ 9118 •o 1'7376i 9145 M 270 210 "' SP7760B5 TR. "B" SE 1AR'TH.~~--- A,f, 6'.126963 1'.l-'l 9 40500.jj- 0540 7 i " ' 1.$6 P-.i;. 8102llt , 0511, 8 2.43 AC 0531 A, E', 6725151 120 "' 1.ne·:s ,.1 .0, ti£,-,., 11~, ""' l/'i uJj <Ii' w! ~\ f';I ~1 ~, -1 ' la I~ '' !* I~ iz ' I ' I I ' I ' I ' I ' I ' I I ' I ' I I I ' I I I ' I ! 3-Q :_~ ' I --; -· - A'F. 67269M 9q, 24 5 84001 Q,\ 0421) /;· / I . I NE 29-23-05 335.52 331' Si 1 inch = 100 feet Date: 9/29/2015 ' I I I I I I I I 67209 s~ O!t10 ! s 69-04-46 E""""°" I 3,15 39960 SF 0413: 20040it ~' •• UYlQ. _. I ' l,., i": ,;.::; ··-. .,__ l,;I ,,., i l. ' ,, ! ···-.: I ' I ' I I '" lo 'o I' ,~ 19 '~ !z tS% I ,er .I Ll.!j (/), wl :i:i :I:' 1-I "'' ~-~ I I ' I ~·' '' 15:375# 0414 1 81.,58 155 I I LOT1 -"'"" KCSP 485067 32964 0420 A, N ·~0 N N • •• l.'l cmm mm l 98·~--------~0~4~2~-~i, . ,, 8602120430 LOTZ 0 ,, N' ' ' I I ' I I I ' I I I ' 30 ! I ' ' ' ' ' ' ,. ' ' ' ' 1, 53'-o!.C 6664611-.• 0900 ,, 3 ',, 21600! 0930 ----~'~- ' ' ' ' ' ' ' ' ' "'"" "" ' ' ' ' ' LOT 1 " LOTZ --__ l,T._],9'..o,J..6..--:::'!2 •• ,.1'· __ ,_.e' ·"A.6', 6'124296 N 89-16-32 E -, "' 94).:13 (P) ' . 77867-il 1. 19 AC 9037 80.04 9.05 AC 39406041 9022 0 0 , ITT ~ ' rl z rl " 0 w 0 0 20279 SF 0005 21250 SE 0007 125 2 "''"" ·" IJ976 SF f\015 ~.----.lllo""~3--ll~1~ 0 0 w 0 0 ' 0 1.,im o ~'.I!" 8$60 SF '"' 0016 ui ~ ui ' ITT 10081 S 0030 rl Oo -~ I c, "t 10396 s 0 0031 "" w Nj ~ " 1---•'"~'l.il'~l----1 N, ..;1 :r: 11700 0037 ~ ~l ~ -10 10740 SF -.--A 0021 ~ I O ~ U>J2o(I \ !.,~----:4-1" is~i6 ~ ;_," ~o~~ I ci ;;} 213 38 s ~l9213 $e' .ri 2 1170 0035 65 00 31500 SE' 0010 002.0 r- 121.63 • \ '.Q ~ 0075 ... 1 '{... 144.,64 t,.j\ 125 ,:02. • .:12 17,32 130 25 125 391, 53 0 2490"0 SF "" 9169 . 5 w 0 "' " " 49065 S 002S 8500 S 9098 o, ~I "' r! ~ zl ~ J 4w1 N \fl,,i\--• rl I ' I ' I ' I 9 15625 S 0071 206.3 ' ' ' ' 13041 ',SF QQEi-6 : 25 81.3-'l ' 1 -·--- -~ -~ _j_?_:_1_6_.::_3_2i_ --1· i: ~-------~-- ' , 12 ., 30.az.30." I , ________ ...:1.1..i.i..---------1---'~0~0""'-1 j 2S\2.94 , ~ ' , '• ; ' ,; : ' 8500 S rnJllOO 8133 , 0140 1'\e;!1D 6 _,, ·)1~ a133 sf' 0150 N 88-13-5'1 W '!09. 90 .... tW<N 00 7 WlO 7260 SF 0070 N eu-13 .. 57 3848i ~ ~12 t~·o120 "; 96.29 "' TRC S~QF,I{ E!l.SBlM~N'.l' ~a!'/'Al'i:: :m,~s J.5728li O,,Q {1430 !' ., 36 ~ ;;; 1~·i ~ 3197il 0360 ,,, EXISTING GROUND 2.5'X2,5'X5.0' BLOCK WALL WALL VARIES 2.5'-5.0' EXISTING GROUND BLOCK WALL A CROSS SECTION FIELD BOOK:---------, SURVEYED: ______ -----! SURVEY BASE MAP~: -------1 DESIGN ENTERED: ___ J._W __ ___, DESIGNED 5.W CHECKED, ___ _____,s=. w'-'---------1 NOT TO SCALE ~r AN DEM Er.JGH\!EER!NG CONSULT ANT INC 8822 NE 178TI-I ST 80'ft1ELL, WA 9801 'I PROPOSED ROADWAY 2.5'X2,5'X5.0' BLOCK WALL WALL VARIES 2.5'-5.0' EXISTING GROUND BLOCK WALL B CROSS SECTION BLOCKWALL CROSS SECTION NOT TO SCALE lt38 DEVELOPMENT 16$28 108TH AVE SE RENTON. WA 98055 ' ' O'""".' ! ,_; ',_, \ <3 • ' CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800-424-5555 SHEET 2 OF 2 SHEETS --------- I I I -2f I I I w I · ;/ Cl) ,I ./', ·• w I /// : ·\,_"'·;. > I 43w ; /), <( i ~ ( : ~v ·~,.·: 00 I \ o I \ '. t::: -- ~ @ f-u.. <( . () f/J -0 0" w co 0 -- 20' ------- NW 1/4 SE 114 OF SEC.29, T~ 23N, R. OSE, VV.1\11. lot=4, 125 sf. EXISTING ONE STORY HOUSE - Cl ::::, --- DETENTION VAULT FOR ROOFS 38' X 19' XG' ------ ST ST lot=5,072 sf. ()!.. ST -...:::: S"a•"----41.----,,__ ____ ___, "" 20' town Jo use 1 st elev=435' 2 nd elev= 444' 1 3 rd elev=453' :J I building k::2, 100 sf. \ \ ---1§ t:ommon area 1,141 S,F I ---~ 4~ SEE SHEET C-5.01 FOR DETAILS ~.'. Cl ::::, _,) /' ~I r-·--- ~~~~~~~~~~~~~s-~~~~~~~ FIELD BOOK: SURVEYED: _________ __, SURVEY BASE MAP~:--------, DESIGN ENTERED: _______ ---1 DESIGNED CHECKED:-----------, LEGEND EXISTING CONTOUR LINE ------- PROPOSED CONTOUR LINE ---- PROPOSED LOT BOUNDARY""'""'""""'__,,_.., • ..,,.,,... RETAINING WALL DETENTION VAULT FOR ROADWAY 143' X 8' X3' @r A~JDEM ENGl~JEERII\JG CONSUL TANl' II~(~ 8822 ~JE ·178TH ST BOTHELL, WA 98011 -. . ' SEE SHEET C-5.01 FOR DETAILS GRADING ELEVATIONS AND PLAN / / "·~---~--··-----·--~---------~ ·=--~ >'<"' --•=V ,,.,,, •=• -~ ~.,,,, -,..>, l--·'"··-»····--1-----·---~~ 0 20 40 SCALE IN FEET 168 DEVELOPMENT 16828 108TH AVE SE RENTON. WA 98055 CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET 1 OF 2 SHEETS ----------------------------- I I I I I I I I I I I I w I I (/) ' I I w I ~ ' I I I I I-I co I 0 I ~ I I I I I I I I I I I I I I I I I I I I I I I I ' I I l I I LEEl':l!_ENT CO~CRETE DRIVEWAY ENTRANCE ___ TYPE C2 SEE CITY OF RENTON STANDARD PLAN 104 LEGEND PROPOSED NEW FIRE HYDRANT U FIELD BOOK: EXISTING 12" SEWER LINE PROPOSED 8" SEWER LINE EXISTING 12" WATER LINE PROPOSED 6" WATER LINE PAVING AREA SURVEYED: __________ ! SURVEY BASE MAP~: --------l DESIGN EHTERED: ____ c_._c_H_u_N_G__, DESIGNED 5.W CHECKED: _____ __,,s:!c. w-=-----, -s--s--s- -s--s--s- -w--w--w- -w--w--w- f> I> . t I> TANDEM ENGII\JEER.ING CONSUL l'ANT INC 8822 NE 178Tl·t SI BOTHELL, WA 98011 1 st elev=435' 2 nd elev= 444' 3 rd elev=453' 2 C: 0 C: 0 1 st elev=435' 2nd elev= 444' 3 rd elev=453' r---·--·t------i 0 20 40 SCALE IN FEET CONCEPTUAL UTILITY PLAN 3 C ! :::> I ' l 188 DEVELOPMENT 15ffi28 108TH AVE SE ' I R;ENTON. WA 98055 DC n q. V ; • ') OCT (J S >. · SHEET 'I OF 1 SHEETS --------------- I I I ~,I I I I I I I l I I I I I l FIELD BOOK: SURVEYED: ___________ ---, SURVEY BASE MAP~:----------< DESIGN E~JTERED: ________ -1 DESIGNED CHECKED:------------, w (/) w ~ :r: I-co 0 ...... I I I I ' I I I I I I I I ' J I I I I I I I I I ' I I ' I I I I I I I I I I I I I I I I ' I I ' I I I I i I I ! 432 N\lV 1/4 SE 1/4 or: SEC .. 29, T. 2:~i'i, r{. 05E, \/J.i\lt, DETENTION VAULT FOR ROOFS 38'X19'X7' INVERT ELEVATION=431.50' INVERT ELEVATION=431.50' 6" PVC PIPE 4 LEGEND PROPOSED STORM SEWER LINE -ST --ST - PROPOSED UNDERDRAIN PROPOSED MANHOLE EXISTING STORM SEWER LINE -UD--UD- Q ·ST-· -ST - 2 1 C: 0 DETENTION VAULT FOR ROADWAY 143' X 8' X3' I / oo ~a -st -st NN '<t 'St II 11 zw t;O ... :!!:-= '1f ....;C UJ "". C: 0 C: 0 I 6" PVC PIPE ST--ST-~ I :::> --------------------I FRA IE G ~ATE I £!.' Ir )o( -~-----' C :::> , I 0 20 40 SCALE IN FEET I INIS~ GRJ DE \ FRA •E 4'X8' ! ~ I ,1, I : G~ATE \ \ [,r:r D fl ?015 V ULT -_, 1\ 428 H----'#Lf--'-1--+-+---+----t-t-t+-.i--.i---1------1-;-,.<+-'--+----+---+---.i----1------1---1---+----t----l------+---l--_._l-------t---l---:-l--lll.... ': +--~+-1--+--.i----1--------1-~\-+----l-----l---+---l-----~---l---l----t----l-----l----l---l---l-----l--+--l O.~ ~ULT '-~"PVC 38' - 424 0 20 40 60 TANDEM I I I 0.5% I I 0.5% 8" P C 1, 3' 8" PVC 32' r-. • & ·-L' ·.-.., II"-'I 1.....,c 80 100 120 140 160 180 200 220 240 260 DRAINAGE PROFILE ENG!NEEFUf\lG CONSULT ANT iNC 8822 NE 178TH ST BOTHELL 1 WA 98011 DRAINAGE PLAN 0.5% -c r V..,. •-I 280 300 tf 2 168 15:828 DEVELOPMENT 108TH AVE SE RENTON.WA 98055 ----· CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET 1 OF 3 SHEETS FIELD BOOK:-----------; SURI/EYED: _________ --1 SURVEY BASE MAP~: ---------i DESIGN ENTERED: _______ ---; DESIGNED CHECKED: -----------i ELEV, 425.20 ELEV, 425.20 r---------------------------------------------------, I I I I I ' { \. I '-, I \ ~ FLOW I I I I I I FLOW I WET/DRY VAULT I \OUTLET PIPE h I I I I I I 38' X 19' I A I I I I A I I I I ' I • I I I I I I I I 1---------------------------------------------------~ ELEV, 425.0 ELEV. 425.10 GROUND l FLOW ? \-------1 I ELEV =431.5 ELEV. 425.0 - - - ( 12" PLAN VIEW NT S NOT TO SCALE FRAMES.GRATES AND ROUND SOLID COVERS MARKEu 'uRAIN" WI I H LOCKING BuL TS (SEE DR!1INAGE DETAILS FOR THE GOVER) - - ==·- ·.r W.0. DESIGN SURFACE ELEV 431.5'--- 6' VAULT # 1 r--...__ ~....__ FLOW RESTRICTOR I I ' I ?) S"SEDIMENT I~ } I 2' --I"---'-. ELEV 425.5 2' SECTION A -A 4'MIN H-20 WAfER 8 o'ETENTION VAULT (THIS DIAGRAM EQR REFERENCE QNI Y, NQI EQR CQNSJRI ICIIQN ) I ELEV =433.0 NOTES 1. CONCRETE 28 DAYS COMPRESSIVE STRENGTH fc=4500 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN:ACl-318-02 BUILDING CODE ASTM C-857 "MIINMUM STRUCTURE DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES." 5. LOADS:H~20 TRUCK WHEEEL W/30% IMPACT PER AASHTO 6. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BBE GALVANIZED AND ASPHALT COATED (TREATMENT I OR BETTER) 7. PROVIDE WATER STOP AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET 2 OF TAf\JDEM ENGINEERH.JG CONS!JLTA~IT INC 8822 ~JE 1 '78TH ST VAUL·r CROSS SECTION 168 DEVELOPMENT 16828 108TH AVE SE RENTON. WA 98055 3 BOTt-lELL, 'v'VA 98011 SHEETS ! EXPIRES 10102/17 FIELD BOOK: -----------, SURVEYED: _________ __, SURVEY BASE MAP~: ---------, DESIGN ENTERED: ____ J_.W ___ --1 DESIGNED $.W CHECKED: _____ __,s""'."""'w,____-1 BOTTOM ELEV. 424.1 ---------------------------------------------------------------------------------------I I FLOW~ I I ' ' I I \. ) OUTLET PIPE/ WET/DRY VAULT A 143' X 8' I I I I I --------------·----------------------------------------------------------------------1 BOTTOM ELEV. 424.0 FRAMES.GRATES FLOW PLAN VIEW NTS NOT TO SCALE ~---ELEV 427.70 ~· W.O. DESIGN SURFACE RESTRICTOR "- r"-. i'-. r- ,------,,1,....__l I ,, <., ---t I I ' / ELEV 424, 70 / V 3' I_..--- i....--I"'" 2' 4'MIN 2' 1.5' DEAD STORAGE 6" SEDIMENT FRAMES.GRATES 12" VAULT~ 2 ' BOTTOM ELEV. 424.7 A BOTTOME ELEV. 424.6 NOTES 1. CONCRETE 28 DAYS COMPRESSIVE STRENGTH fc=4500 psi 2 REBAR· ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN:ACl-318-02 BUILDING CODE ASTM C-857 "MIINMUM STRUCTURE DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES." 5. LOADS:H-20 TRUCK WHEEEL W/30% IMPACT PER AASHTO 6. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BBE GALVANIZED AND ASPHALT COATED (TREATMENT I OR BETTER) 7. PROVIDE WATER STOP AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. ELEV =429,20 ELEV. 423.70 CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800-424-5555 ----------------~----------------------------------------1 T A.NDEM ENGINEERlf\lG CC>f'>JSlJL 'f ANT INC 8822 NE 17STJi ST BOTHELL, WA 98011 VAUL·r CROSS SECTION 168 DEVELOPMENT 16828 108TH AVE SE RENTON9 WA 98055 SHEET 3 OF 3 SHEETS 440 C 0 " 0 0 + 0 -a... > 430 --~- -... I -- 10 1--+ -: . . -f . . J -J_ I ! ! I 4 ~0··-2· '. ----1----. ./ -. + .. . ... I I , . i : i i L------.~...,b~-1.<-,«---· 0 ·+· t)· _· o· ~~-- . ' . . :· · •.• <a,,; FIELD BOOK:-----------, SURVEYED: _________ --1 SURVEY BASE MAP~·------- DESIGN EMTERED,. ____ c_._c_H_U_N_G_ DESIGNED $.W CHECKED: _____ __,,,S"". Ws.:.._ __ _ f\JC)TE ~- (_1) 4" HMA CLASS B \-2) 6" ASPHALT TREATED BASE <). 3" CSBC r-.,,, >4 ,' 4" PCCP \ __ 0 0 .. 0 0 + T""' -CL > 5' 4' -+-~-----15' -----------~~------i 2.0% PROFILE GR~ 1.0% r ___ ,, j-T-·-r-1·--r----__ -TTITT-liT8 t DJr-=r·-- I I) I I .. ~ ,·--I 1 .. -l·-----1··-r·· I ---·,----------------~---t-----------+ -~-j__l ____ __ · --1--------1---·---------t--------....... 1 --------. ·--:tt· ------+--------- 1 f 1 1 I ···············1 ··-y-------------0-.p-... ·r---·-,---·-· -·-·r·····- ------········-----·-· -----~------............ ---------·-·r·---.............. ----------1-----T-------···----j--- 1 I J ! I j I I I -----T·-··--· -----·-f --------1······ ----. ------t-------r------------. --+--·--1--------r---·-_____ 1 --------------· 4J-o • ' I • ""' " . I I I I I . I ---1-·---······· I--········---------t-----+1·--···----------·------··1f--t----!-----(--J __ ······---··r·--]-------- T ·---------------······ -·-_J __ -·-·-------_______ I --1--__ J ____ L---------- 1 I I I I I I ___ ,_, __ ----·---_, -------! I i -r , : ·-1----!-------,----------1··-· ~-r-~-----,----,---------r--· ---··r ·------ 1---t---+-, -=--c· • . . • . ·· • J 1 , 1 r-r -1---r I , . ±i__J __ l_ I t--.. _1-Tlll __l__t__[_l_ 420 3-+~00 2+00 ()RIVEl~JAY PF?OFILE ALL DEPTH ABOVE ARE COMPACTED DEPTH DftlVEVVA Y f{OADWA Y SECTION NOT TO SCALE ALL SURFACING AND PAVING DEPTH ARE COMPACTED DEPTHS. ·---------------·-,-·-----------·---------·- TANDEM ENGINEERING CONSULTANT INC 8822 NE 178TH ST ROAD WAY PROFILE BOTHELL, WA 98011 PLAN 168 DEVELOPMENT ' 168Q8 108TH AVE SE ' RB:NTON 9 WA 98055 ! DC " . C : L ~ .. :. ·, CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET 1 OF 1 SHEETS c .. 4.oo CITY OF RENTON SHORT PLAT RENTON, WA LUAXX-XXXXXX LND-XX-XXXX OWNER'S DECLARATION: WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE [AND CONTRACT PURCHASER(S)J OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ZHAO SU YING WEI NOTARY: STATE OF WASHINGTON) COUNTY OF KING ZHAO SU YING WEI ) ss. ON THIS DAY PERSONALLY APPEARED BEFORE ME ZHAO SU TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF ----~· 2015. SIGNATURE: ________ _ NAME AS COMMISSIONED:. ____ _ TITLE: _________ _ MY APPOINTMENT EXPIRES: ____ _ NOTARY: STATE OF WASHINGTON) ) ss. COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME YING WEI TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF _____ ,2015. SIGNATURE:. ________ _ NAME AS COMMISSIONED: ____ _ TITLE: _________ _ MY APPOINTMENT EXPIRES: ____ _ APPROVAL CITY OF RENTON ADMINISTRATOR PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS __ DAY OF ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS , 2015 EXAMINED AND APPROVED THIS __ DAY OF ______ ,2015 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER: 801110-0120 RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF ___ , 2015AT MIN BOOK __ OF SURVEYS, PAGE AT THE REQUEST OF SITE SURVEYING, INC. MANAGER SUPT. OF RECORDS ' \ lL If;; o:i \ 30.02' _ A_ N89"16'5_5'_'E __ _ '( 2657.99' CONCRETE MONUMENT IN CASE \_ AT THE INTERSECTION OF 116TH AVE SE & SE 168TH ST -l,LI Q LO 0 f\l (0 (0 (0 ;:t' N ~ z wees DES: 3796 N: 167,989.6'12 E: 1,305,752.756 CONCRETE MONUMENT IN CASE AT THE INTERSECTION OF 116TH AVE SE & SE 176TH ST wees DES: 3809 N: 165,330.894 E: 1,305,670.425 66.55' N s GRAPHIC SCALE 15 0 i-.-. 15 30 ; ; -1 INCH = 30 FT. N89°34'55"E 334.98' en 44.00' 85.43' 0 I\) E 60 ; en 0 "' 0 RECORDING NO. .; ; ".1'·.1 St s J11• r.1 VICINITY MAP NJS,,, .. ,,, ,u,., • --~~-"·------ 91.00' VOL/PAGE ·~· ,,,~ g ,J FOUND REBAR & "18100" CAP 0.2' S & 0.1' W I N89°34'54"E 48.00' I 37.38' • '$ .,.,,,~. ~:, ,, '-'1 "' ~ COMMON AREA u, "' 0 ()'J cc O] ()'J. r~ J::!8~34'.§_5"~ w , (0 1,141 S.F. .,. 0 Cl'. m-1>: -()'J UJ w 111 (I) I 0.. ~ ()'J S89'34'55"W LOT3 en (f) io 0 w UJ > 1o in A' !P~ ...,._ N '<t I~gi 1-z co 0 ..- z 0 ~ -ci 8l gJ"" ;;; ~ ~ o-Cl'. 0 -a:: N 0 co (.) >< UJ co -lO u, c-i "? st 0 0 (0 <-0 q UJ LOT2 -":->. 20.00' LOT1 "' C) 0 u, ~ 5,072 S.F. i:, d 4,125 S.F. q u, rri R=25.00' L=39.27' D=90°00'00" 68.82' 60.43' N89'34'55"E 129.25' b Cl'. ACCESS ROAD N ~ N 200.04' FOUND REBAR & "6434" CAP 0.2'S ~ ~ 0 5 (0 ~ -I c5 _. I (J) _. ~~ ;lq ~ ~ (f) m 2 MONUMENTS /, 0.5' APART IN SAME CASE ---:-:-::-4==6~4:::-:.1:-:o·~-..1--~--:33=4.01 • A N89°52'54"E N89°52'54"E V SE 170TH ST ORIGINAL LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 29, WITH THE EAST LINE OF THE JOHN F. BENSON ROAD; THENCE EAST ALONG SAID NORTH LINE OF THE SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER 355 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF THE SAID JOHN J. BENSON ROAD, 82 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 355 FEET TO THE EAST LINE OF SAID JOHN F. BENSON ROAD; THENCE NORTH ALONG SAID EAST LINE OF SAID ROAD, 82 FEET TO THE POINT OF BEGINNING. PARCELS: TRACT F OF THRESHOLD 1, AS PER PLAT RECORDED IN VOLUME 164 OF PLATS, PAGES 8 THROUGH 12, INCLUSIVE, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 5,161 S.F. N89°34'55"E 334.98' ;__; 0 SURVEYOR'S CERTIFICATE SHORT SUBDIVISION THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF 168 DEVELOPMENT IN AUG ST 2015 CERTIFICATE NO.: 38964 168 DEVELOPMENT 16828 108TH AVE SE RENTON, WA 98055 @ 2015, SITE SURVEYING, INC., ALL RIGHTS RESERVED -'-(f) Oo i:, 0 0"' -()'J d ",l m 24.00' 6,251 S.F. u, ~ 0 ~ c5 OJ m R=25.00' L=39.27' D=90°00·00" N89'34'55"E z 90.00' 0 ,-, ~ ~ i:, u, q ~ 134.95' SURVEY REFERENCES CITY OF RENTON PLAT AS RECORDED UNDER KING COUNTY RECORDING NO. 199303231164 wees MONUMENT DATABASE PLAT NOTES TOTAL AREA IN ACRES OF PROPOSED PLAT -0.750 PROPOSED NUMBER OF LOTS -4 ZONING OF THE SUBJECT SITE-R-14, R-10 PROPOSED SQUARE FOOTAGE (GROSS AND NET) OF EACH LOT (NET REFLECTS DEDUCTIONS OF PRIVATE ACCESS EASEMENTS AND THOSE PORTIONS OF THE LOT NARROWER THAN 80% OF THE MINIMUM LOT WIDTH): LOT1 -4,125S.F. LOT 2-5,072 S.F. LOT 3-6,251 S.F. LOT 4 -9,270 S.F. SQUARE FOOTAGE OF LAND IN CRITICAL AREAS -0 SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS -0 SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS-1,640 S.F. SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS-5,161 S.F. DENSITY PROPOSED AND DENSITY PERMITTED BY CODE -6.7 BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFERENCE #1, COMBINED GRID FACTOR 1.0000000. PROJECT#: LOT4 9,270 S.F. z _. (0 ~ 0 :..,. '-" q .,. ~ - lU 1o lO ~ F-. 0 st zr--: 42.20' N89'29'42"W I 15-041 SHEET: 1 OF 1 NW 1/4, SE 1/4, SEC 29, TWP 23N, RNG 5E, W.M. S1i1e Survey•na, Inc. www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 CITY OF RENTON SHORT PLAT RENTON, WA LUAXX-XXXXXX LND-XX-XXXX OWNER'S DECLARATION: WE THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE [AND CONTRACT PURCHASER(S)] OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT PLAT THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ZHAO SU YING WEI NOTARY: STATE OF WASHINGTON) COUNTY OF KING ZHAO SU YING WEI ) ss. ON THIS DAY PERSONALLY APPEARED BEFORE ME ZHAO SU TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTAHY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF _____ , 2015. SIGNATURE: _________ _ NAME AS COMMISSIONl.:D: ____ _ TITLE: _________ _ MY APPOINTMENT EXPIRES: ____ _ NOTARY: STATE OF WASHINGTON) COUNTY OF KING ) ss. ON THIS DAY PERSONALLY APPEARED BEFORE ME YING WEI TO ME KNOWN TO BE THE INDIVIDUAL DESCRIBED HEREIN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGES THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF -----'' 2015. SIGNATURE: ________ _ NAME AS COMMISSIONED: ____ _ TITLE: _________ _ MY APPOINTMENT EXPIRES: ____ _ APPROVAL CITY OF RENTON ADMINISTRATOR PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS __ DAY OF ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS , 2015 EXAMINED AND APPROVED THIS __ DAY OF ______ ,2015 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER: 801110-0120 RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF ___ ,, 2015 AT M IN BOOK __ OF SURVEYS, PAGE AT THE REQUEST OF SITE SURVEYING, INC. MANAGER SUPT. OF RECORDS It; 00 . 30.02' \ _ J\ _ N89°16'5--=-5'-='E _____ l"'I CONCRETE MONUMENT IN CASE · v 2657.99' \_ AT THE INTERSECTION OF 116TH -l,I.J Q LO ci S'.J (0 (0 (0 ~ N~ z AVE SE & SE 168TH ST wees DES: 3796 N: 167,989.()12 E: 1,305,752.756 L -~ CONCRETE MONUMENT IN CASE \_ AT THE INTEl<SECTION OF 116TH AVE SE & SE '176TH ST wees DES: :1809 N: 165,330.894 E: 1,305,670A25 66.55' N s GRAPHIC SCALE 15 0 15 30 pa. -.. -: I 11NCH = 30 FT. N89°34'55"E 334.98' 00 44.00' 85.43' 0 r-3 RECORDING NO. VOL/PAGE tslTE~ ' ,;; SJ ;~bl:h '°'I s ~.1 ,:;: 'f;o1t ~: \it 'C(il 0,! t U.-.cr,"' E s_,,,.r, >:L':"f' ··1 f1(.,,,,i,,C•1>1~1,1 • bi' 'of"'.'•odS! ,:; ~ , ! ' VICINFfY MAP 60 I 11,1' r FOUND REBAR & "18100" CAP 0.2' S & 0.1' W I N89°34'54"E 91.00' 48.00' I 37.38' 00 0 r ~ J',!8~34'.§_5"~ w OJ "-' COMMON AREA ~ r-3 ~ 0 u, ~ OJ OJ co 1,141 S.F. 0 u, a::: m 4': rn w (/) I Ww >"' rn <( ~; w a. s ()) u, S89°34'55"W LOT3 (J) co q :c ~ re 1-z co 0 ...-- z 0 j::: cJ -6 C, w "! 0 'It '° s ~ 0-a:::o -a::: "'O (IQ (.) Xw fu .. (0 0:, ('I "! "<I' 0 0 (0 iii 9 LOT2 4': ~ 0) 20.00' LOT 1 N 0 0 CJJ co 5,072 S.F. 0 4,125 S.F. CJ .... q UJ - ni R=25.00' L=39.27' D=90°00·00" 68.82' 60.43' c,O:: N89°34'55"E 129.25' ACCESS ROAD N :;... C! ;;:; 200.04' FOUND REBAR & "6434" CAP - 0.2' S il i ~; ~lq ;g 0 q (/) m 2 MONUMENTS /. 0.5' APART IN SAME CASE 464.10' 334.01' A c-----Ot. N89°52'54"E N89°52'54"E , \i ,.,, SE 170TH ST ORIGINAL LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 29, WITH THE EAST LINE OF THE JOHN F. BENSON ROAD; THENCE EAST ALONG SAID NORTH LINE OF THE SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER 355 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF THE SAID JOHN J. BENSON ROAD, 82 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 355 FEET TO THE EAST LINE OF SAID JOHN F. BENSON ROAD; THENCE NORTH ALONG SAID EAST LINE OF SAID ROAD, 82 FEET TO THE POINT OF BEGINNING. PARCEL B: TRACT F OF THRESHOLD 1, AS PER PLAT RECORDED IN VOLUME 164 OF PLATS, PAGES 8 THROUGH 12, INCLUSIVE, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 5,161 S.F. N89°34'55"E 334.98' -· . c::, SURVEYOR'S CERTIFICATE SHORT SUBDIVISION THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF 168 DEVELOPMENT IN AUGUA 2015 dWt[ CERTIFICATE NO.: 38964 168 DEVELOPMENT 16828 108TH AVE SE RENTON, WA 98055 © 2015, SITE SURVEYING, INC., ALL RIGHTS RESERVED ~ en Oo 0 0 oN -"' 0 OJ m 6,251 S.F. 0) 24.00' 0 l\J (0 "' 0 -I'; OJ rn R=25.00' L=39.27' D=90°00·00" N89°34'55"E z 90.00' 0 r-3 "-' ~ u, 0 c5 ~ q 134.95' SURVEY REFERENCES CITY OF RENTON PLAT AS RECORDED UNDER KING COUNTY RECORDING NO. 199303231164 wees MONUMENT DATABASE PLAT NOTES TOTAL AREA IN ACRES OF PROPOSED PLAT -0.750 PROPOSED NUMBER OF LOTS -4 ZONING OF THE SUBJECT SITE -R-14, R-10 PROPOSED SQUARE FOOTAGE (GROSS AND NET) OF EACH LOT (NET REFLECTS DEDUCTIONS OF PRIVATE ACCESS EASEMENTS AND THOSE PORTIONS OF THE LOT NARROWER THAN 80% OF THE MINIMUM LOT WIDTH): LOT 1 -4,125 S.F. LOT 2 -5,072 S.F. LOT 3 -6,251 S.F. LOT 4 -9,270 S.F. SQUARE FOOTAGE OF LAND IN CRITICAL AREAS -0 SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS-0 SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS-1,640 S.F. SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS-5,161 S.F. DENSITY PROPOSED AND DENSITY PERMITTED BY CODE -6. 7 BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, AS ESTABLISHED BY SURVEY REFERENCE #1, COMBINED GRID FACTOR 1.0000000. PROJECT#: LOT4 9,270 S.F. ~ (0 r-3 0 ~ :... c,; q -I:; ~ - w (JO !P N-"<I' r-- 0 "<I' z~ 42.20' N89°29'42"W I 15-041 SHEET: 1 OF 1 NW 1/4, SE 1/4, SEC 29, TWP 23N, RNG 5E, W.M. Sl11e Surveylina, Inc. www.sitesurveymapping.com 21923 NE 11th Street Sammamish, WA 98074 Phone: 425.298.4412 10 0 ~--- N s GRAPHIC SCALE 10 I 2,0 1 INCH = 20 FT. (f) (f) I ~ SSMHJ RIM= 424.72' I INVN-S=412.2' E 40 I I I I CB RIM= 430.72' I~' V N-S = 428.5' _ _/'J89~34~5"§_ \ 30.02' 11 N 0 J: C I CB LEGAL DESCRIPTION PARCEL A THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 29, WITH THE EAST LINE OF THE JOHN F. BENSON ROAD; THENCE EAST ALONG SAID NORTH LINE OF THE SAID SOUTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER 355 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF THE SAID JOHN J. BENSON ROAD, 82 FEET; THENCE WEST PARALLEL WITH THE NORTH LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 355 FEET TO THE EAST LINE OF SAID JOHN F. BENSON ROAD; THENCE NORTH ALONG SAID EAST LINE OF SAID ROAD, 82 FEET TO THE POINT OF BEGINNING. PARCEL Be TRACT F OF THRESHOLD 1, AS PER PLAT RECORDED IN VOLUME 164 OF PLATS, PAGES 8 THROUGH 12, INCLUSIVE, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAO 83/91, AS ESTABLISHED BY SURVEY REFERENCE #1, COMBINED GRID FACTOR 1.0000000. '"' D FOUND REBAR & "6434" CAP 0.2' S CE30 ./:" /i'-, RIM O 427.51' -----''Ir- _st ...... 0 ~ (D ~ -I a~ I a, ~ ~ ;; ::I'" "U r (/) m 2 MONUMENTS 0.5' APART IN SAME CASE 464.10' 33401' N89-·s-2i4~;E--·9'--~N~a":r:cs2"'· '5~4~"E 1~ SE 170TH ST . / /~ /cri PROJECT INFORMATION SURVEYOR: PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: ~ "' .. I N89°34'55"E tTJ " "' D ' 355.00' SITE SURVEYING, INC. 21923 NE 11TH STREET SAMMAMISH, WA 98074 PHONE: 425.298.4412 ZHAO SU & YING WEI 16826 108TH AVE SE RENTON, WA 98055 292305-9038 16826 108TH AVE SE RENTON, WA 98055 R-14 CITY OF RENTON 32,661 S.F. (± 0.750 ACRES) AS SURVEYED -i\rf. !- ·~ D C, 11 --:: ------- //,....,.,..,.. I I I I ':, S 3h! St --------- -- SJ1~t0 _,. ' .. --------- ", N89°34'55"E __ ,,,,.,,--,..,.. m ?1 ,, ;>;:_--:_ --- GENERAL NOTES 1. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 2. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MARCH 2015 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 3. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 4. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASED ON FOUND BENCHMARK PER THE GSOW WEBSITE POINT ID -RENT1915 ELEV= 380.839' (NAVO 88) THE MARK IS A 3" IRON PIPE WITH A BRASS DISK ON THE WEST SIDE OF BENSON ROAD AT THE INTERSECTION OF 108TH AVENUE SE 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS I MINUS 1.0' FOR THIS PROJECT. S 23th $t Sf. 1!'.iGth S1 S J2r,d Pl ~f l72rul St ~ 1--'ulJhc Stornue (~~) 1-, % h • Cwsi;. i: C•own "!I t:linr.1111'! l'rRs;<:hvol S[ lOiW, S( sr 1C,81l-s, ~SITE $! \f{)lh ,,, SE 1.,'J1h Si Sf 1 (2nd SI ~ 5" St. I l'.M St ~ .. "' m 0 ' ,o "' S[ I &8th St SE 1b8th St SE. 16'.Hh St s~. 1 :01<1 s1 ----------=~- VICINITY MAP NTS "' " .D-I' s',; N89"34'54"E :· 9 ' FOUND REBAR & "18100" 0.2' S & 0.1'W .2·-------- -1.1' \';, J<...c===="-'====zLl---0' ... , __,,.=4c;;2;.,;.2;.,;Q'--' _..... __ ,:....r--3.9' N89"29'42"W LEGEND ~ ··-X-· CHAINLINK FENCE FOUND MONUMENT AS DESCRIBED -o-WOOD FENCE 0 FOUND REBAR AS DESCRIBED ------CONCRETE WALL • SET 5/8" X 24" !RON ROD W/1" YELLOW PLASTIC CAP D @51 ROCKERY POWER METER )o UTILITY POLE D ASPHALT SURFACE [Q] GAS METER D Q CONCRETE SURFACE STORM DRAIN MANHOLE Q SANITARY SEWER MANHOLE D GRAVEL SURFACE N WATER VALVE Q AP APPLE FIRE HYDRANT t!l CE CEDAR WATER METER DF DOUGLAS FIR ~ SIGN DS DECIDUOUS APPROXIMATE LOCATION SANITARY -SS·-SEWER LINE, PER REF. NO. 2 MP MAPLE (UNLESS OTHERWISE NOTED) SP SPRUCE -SD-APPROXIMATE LOCATION STORM DRAIN LINE, PER REF. NO. 2 "DENOTES MULTI-TRUNK -OHP-OVERHEAD POWER -OHU-OVERHEAD UTILITIES (UNLESS OTHERWISE NOTED) -· :';: ~fl 05th P! B '" ,n i.;;: 1 !Jnrl St .. Sl 1'.,.' St: I 72nd 1.11 ~ . s w LO (9 z er:: z ('j N CL s I- (j) N () w (f) w (f) s z z Q !!! > lii w ~ C, >-w ~ ::) (/) () -I n.. ~ (9 0 n.. 0 I- • u ,: -Cl • II = ~ ·-:a- ~ ... ... UJ! ';'>-\loRl'_,,llo~ . l£:: % ,oN ~ 2 s~·· , ~:? ,_) . 1; t ~ I-'"->" I "" '"" -<::: co (.IJ . ,.,.. ~ ..... ~ '/.-, 0 o/{ -'}4-? /'c~ ,s,ii/,' s efi'q OHJ, ?'1-0 I ·1 I . • ! ! I I [ 0 C { LI.I LI.I (/) LI.I LO $ LO ::, 0 (.'.) z co z LI.I Cl) >-~ <( $ o6 :r: ::, I-z (/) co 0 0 0 I-.... z <( co LI.I :r: N 0::: N co (0 .... PROJECT NO. 15-041 DRAWN BY: EFJ CHECKED BY: TNW DATE: 3-5-2015 SHEET 1 OF 1 "' ~ ~ "' "' "' "' "' st iii C 0 .c a. ~ 0 "' "' ~ .c -~ E ro E E ro <JJ " ~ <JJ .c ---w z "' "' "' -"' E 8 O> -~ Cc Cc ro t 'l ~ ~ ~ ~ ~ i ~ Cl w fc L!J <JJ L!J ll'. <JJ f- J: (') 5': ..J ..J <( () I, z (') z ;: L!J fc ::, <JJ w f- cii "' -0 N 9 ' i --------- FIELD BOOK: --------, SURVEYED: _____ --! SURVEY BASE MAP~: -------1 DESIGN ENTERED: --\ ... , rfrrr-• .,, ",..l.11-~,~.,,t DESIGNED -------, CHECKED: ---------, SUPERVISOR:-----; SE 166TH ST Cf) w > <I w Cf) L1J w Cf) w SE 166TH ST w SE (_J1 I----'" CS) "--° -! I D < fil Cf) fil 168TH I---" I----'" I---"- -! I D < fil Cf) ST 1fl 'I ~ I I l . . I -~ J'I a: <I D w u > <I > <I 8637100290 I----'" w 1---"- w > 2923059019 86371002290 ----1 I I I f--f--<I SE 169TH ST LO CD S1 I'> 1591H (SJ (SJ I < ~ ------1 r-- CS) SE 17 Tf-1 s T CD ,;---I 3261150000 SE 172ND ST SE 173ND ST TANtiEM ENGINEERING CONSULTANT INC 8822 f\JE 178TH ~rr SOTHELLi VVA 98011 NEIGHBORHOOD DETAIL MAP fil Cf) fil "1i\<~~~'..i--,<.-,~;,_;A;,-.a' -~--'•="-'""'"-; '-··"~ ., PROPOSED PROJECT ~----------------------- AREA §.""-'=""'""""" ,f,,· ·e · w:-i IZl 1 IZl IZl 2 IZJ IZl SCALE IN FEET 168 DEVELOPMENT i 16IB28 108TH AVE SE R£NTON9 WA 98055 OCT 0 S : .J CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800-424-5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) SHEET 1 OF 1 SHEETS ~-----------~ ··-----------~---·--------· -------~------·------·-------~--------------------~-· _____ ... ______ , w U) w > II' <( ~ ::c i ,._ 00 0 .,,_ I / __ Jll!l"~'/WE - '. 00.02' \ I I I / ";j r., #'/ /I i / / I / I \ \I~ ... I.U1 "' ~l • -z I I I M I (tj'" r_'V i SYMBOL \ \ \ \ \ lot::::4, 125 st -----... EXISTING ONE STOi'lYHOUSE \ I ) town house 1 f building =2, 100 sf. { -COMMON .AREA 1,141, S,F. -~ , ~.:....- ·-...... / townhouse 2 ---/ ""--.,__;. ---------- / / -----lot=9,269 sf. ------3 -town house · . ~ / ---· -;_;-------4?,'k----. -• ffl --8'" .N ~ N:,t' '° .... building =2,500 sf. z --432' N89"34'55'!: _ _... -----,,., ---03----·-·---------·-·"""""---~--~~--~---~fK'/"'o"\.~~.(i!!l\l-.g~)~~~-Al!l .. <a!!li-~~~~--~~-~-~-~-~/~~,,,~Nltil!la9~•29,,4~2'Wllllillil-'..l FOUND REBA!! & 'Mai-* CAP ''\. 0.2'S PLANT SCHEDULE BOtANlCAt NAM!': COMMON NAME QlJANflTY SliE REMARKS FOUND REBAR !1 "16100" CAP 0.2· S & 0.1' W 0 20 40 SCALE IN FEET _____._,__...........__ __ ~_, .............. ______________ ~------------------·--·------~-----'------LEGEND NOTE: CONIF'EROU.S PSEUDOTUSGA MENIESl! THUJA PLICATA .DECIDUOUS AMELANCHieR (i), 'AUTUMN,BRILLIANCe' BETULA PAPYRIFERA CERCIOI.PHYLUM JAPONICUM CORNUS NUTIALLll x'EDO!ES WHITE WONDER' WESTERN RED CEDAR DOUGLAS F'IR 3 4 S6RVlCEBERRY~-AUTIJMN ijRll..L!ANCJ; · . 4 ' . PAPER BIRCH KATSURA TREE. !OO!ES WHITE WONDER 3 2 2 2• CAL SINGLi! LEADER z• CAL. SINGLE LEAPER 2" CAL 2•.CAL, 2'CAL. 2• CAL. SINGLE LEADER SING.Le U;AOl;R SINGLEteAOER SINGLE LEADER 1, CONTAACTOi{ SHALL BE RESPONSIBLE FOR COOROINATfNG ALL OTH.l:iR SlTE IMPROVEMENTS.AND CONDITIONS PRIOR TO STARTING LAN0SCAPI: WORK 2, CONTAACTOR SHALL USE CAUTION WHILE e>iCAVATll\lG TO AVOIOOISTIJRS:ING ANY UTILITIES ENCOllNTeREO. CONTRACTOR SHALL PROMPTLY ADVISE OWNER O.F ANY DISTURBtD UTlf..ltft:S, LOCATION SERl.ilCE PHONIS NUMBER 1-80(1424,~55 3. CONTAACTOR SHALL MAINTAlN ANO WATER ALL PLANT MATER!AL FOR 1 '1'1:AR OR UNTIL FINAL INSPECTION ANO ACCl;:PTANCE $YOWNeR REPRESENTATIVE. 4, CONTAACTOR SHALL BE RESPONSIBLE: FOO.COMPUTING SPECIFIC QUANTIT.IES OF PLANTS THAT AR£ REPRESENTED av SYMBOLS ON THE FINAL LANOSCAP!e PLAN PLANS. 5. CONTRACTOR SHALL BE RESPON$1BLE FOR PRO\llDJNG 1'tla Q.UAl'ITITll1S OF PLAN1S-THAf ARE Rl:PR!':SENiED BY SYMBOLS ON TH!; ORAWINGS. 6. SUBGRAOE IS TO BE WITHIN 1110TH OF ONE1 f()Ot AS PROVIDED BY OTHERS:. ALL PLANTING ARV.S, INCLUDING Sti:EDEO ARES, SHALL BE CLEARED OF ALL CONSTRUCtlON MATERIAL, ROCK, AND DEBRIS LARGl:RTHAN 2 INCHES IN blAMETER PRIOR TO COMPOST ANO WOOO CHIP MULCH PLACEMENT. 7, Nl=W PLANTING AREAS SHOWN ON THE F'LANS, SHALL fWCEIVE A MINlMUM OF THREE INCH DEPTH OF COMPOST CULTIVATED INTO THE TOPSOIL iOA 0EPTH OF 12 INCHES, SEEDED AREAS SHALL RECEIVE 1. INCH OF COMPOST. 6. AU. PLANTING AREAS SHALL RECEIVE A MINIM\JM Or 3 IMCHES OFVVOOlJ CHIP OR f;!ARK MULCH FROM DOUG FIR ORWESWRl-,i REl'.l CEDAR, 10. ALL PLANT MATER!Al. SHALL CONFORM to AM!:RICANSfANPARD F0RNURS8ftY STOCK ANSI 260.1,2004. ALL PLAN'f.MA1ERIAL SHALL BE INStAl.LlaO P!:R-'fHE Cl'J' OF' SEATTLE Pl.ANT MATERIAL INSTALLATION DETAILS. 11. !REES, SHRUBS, ANO GROUND COVER AND SEl:!D Cl.UANTlllES, SPECJeS AND VAAT!ElS, SIZES, AN!lCONDl'i!ONS SHALL BE AS. SHOWN ON THE FINAL LANOSDCAPE PLAN. 12. ALL PLANT MATEr{IAL i'URNlSHEb SHALL ae HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWrH HABIT, THEY SHALL BE FULL, WELL BRANCHED, WELL i>ROPOR'flONE.fJ, AND HAVf; AV1GOR01;JS, WELL D.EVELOPSb ROOT SYS'l"l:M. VEGEiATlVI: GROWfH SHA!.L BE HEALTHY, VIGOROUS, WELL FOL!ATEOWHEN IN LEAF, FREE OF OISEAS!';, INJURY, INSECTS, DECAY, HARMFUL bEFECTS, AND ALLWl:!:OS. 13. ALL PLANTS SHALL BE HARDY UNOE:R CLIMAl'IC CONOl'l'IONS SIMl\,AR ro THOSE IN THE LOCALITY OF THE PROJECT. 14, 1',10 SUBSTITUTIONS SHALL BE MADE WITHOUTWRlTTENAPPROVA.L FROM LANDSCAPE ARCHITECT OR OWNER. -------------- CONIFEROUS ,REE DECIDUOUS TRee ,CITY RW BOUNDARY fARCELBOUNDARY -~436-_,. EXISTING CONTOUR •. -·-431•---PROPOSED CONTOUR p(ISTING ROCKERY ':) PROPOSED RETAINING WALL L=_ ____ fOO_D_F-ENCE ' ' ' ; ' \ CONCEPTUAL LANDSCAPE PLAN j 168 DEVELOPMENT j 16826108TH AVE SE 1 RENTON, WA 98055 --------------------~------~·--· ----------------·------ . ···--·------·-----··--·-··-·1 I 1 OCTO;J1J'\ " ·• -.... -·---·· ----1 SHEET I I OF ' I i B3 B2 1 ---------·""·-··-·- 4 -B7}D}.B8 FOUND ReaAl'l & '6434' CAP B5 -o.2·e -----·--~· ---- ... "'a,, ~-''-.. -12------- OMMONAREA 1,141. S . .F. N89'34'55'5. lot:::6,335 S.F A19 - B13* ON-SITE TREES (A1 • A24} OFF-SITE TREE.$ {B1 • B 15) ----~-r------'--~--.---~--,-.-----.--~--------·--+··----r-~---~,...----·--------~-. -PR!OfU"!Y* AC'rlON Re.AS.ON No. 081'1 ' SPECIE_ . I I ---- ·-+--------~-~-__,__P_2 _-_ ----+.---_R~l:M_--o_-v_E=====G_RAO_IN-. a-,-~-0-AO·-. W-'A-Y--.--_. _··_·--·_s.1_._ 12• --D0UG_0S_J:,1R :'ORJTY" --~-_J - No. DBH SPECIE: ---- A1. , 6" PLUM 1------- 1-----1---------+---·---------l--P_2 __ ---,_R_E_-r:_A_1N_--+--------------f---a .. 2_. __ a_•,e_•. _ LAUREL ~ I p2 _ RETAIN A2 6' DOUGLAS FIR P2 REMOVE GRADING/DRIVEWAY B::l ·' ll" LAUREL · . I P2 RETAIN -·--I-P2---i----RE-M_O_V_E_. __ G_RAO.ING/ROADWAY ,i,4-~3-0"--~-D-O-UG,LA$FIR . . [ P1 • RETAJN-- ·r----------t-------t--------1------------+--.,...,..-+-------+"-~~-· ..... --~-~.~ ·-· ·-· -· .. .........,__..,---.-·---a 1'-·P-.2--·-1----RE_'J'._Al_N_-1-------------i,.....·;.,..~6'""'"'"'-+,..-1_,2' ,-w--~· D0UG!.A$ rfR P2 __ !;.ETAIN .. A3 5• .CHERRY ---A4 12" DOUGLAS F'IR ~---- Af, 6' CHERRY _,__,,.....,.. __ _...,,.. -~·-__,.,_,_,_ -· A6 32' WESTERN RED CEDAR P1 RETAIN B6 20" DOUGJ.AS FIR Pi RETAIN I-----+---·----+--------------------<-----------------·--- -----___ .--lot::::9 ,269 st -/ / --- 432'-f- \ N89'29'42"W ------------·--····----.. ---·---·--·-----·-----~.,--.. ,-,-----~ FOUND RE8AR & "16100" CAP 0.2'S&0,1'W 0 20 40 SCALE IN FEET 1 ,-----.,-----L-EG_E_N_O.-.------~ .... -------------·------! * COJl!IFEROUS TREE (£) OEC!OUOU$ TREE * REMOVE -CONIFEROUS TREE ,,., .. ;•'l:.__A7_~1,;,;J.2.2". ~-... ·.· ... =''pq!J(.IJ.A$fJR '"--"~l'-,,P..,,.1....c·--:---t--,.,..R!;;.,..1':-Al..,N_._t-------,--------,-----,--,-------t--B-7_+---6-' ___ f---=LA.:.:cUc:..R:.::EL=---------+"-P2=-----!--R:_::ET~Al:_::N~ I--A_8_+-_24_' ----+--W __ E--S--TE_~_· _R..:;:E;c.D__:C.=.E=-:DA..:.R--1~1>_1 __ ·_··--1~·-R_ET_·' '_A_IN_·.· -1----------------'-' ·-,.,""';;"";;'""!f,"'f"•'·-· ,•,±1B~;,, a• ... ·. ?' hhYRE.\.";i~ :Mi••%-C;1''''!f!o;;,!>tt¥;• f ~-"W•'>i•wl'Jl ~~Aj~l:1""0(J :;,!< ~-, .. ,f.!(,f:(s;.J .. \';':1' .. ,0 ,h'iiii•'""i ,· .. , ',, A9 a· oecmuous P2 REMOVE GRADING/TOWNHOUSE! Sil ·· Jo·. .····· Wi:STERNREDCl'EQAR · P1 RETAIN· \ ----~---CITY RW BOUNDARY PARCEL BOUNDARY EXISTING CONTOUR 1----~-----"-·--'-'--'"c·""""""' ...... ~-·~"-------+-----·-'-'--·--+-·---"-· ~;.....,....,...,. _..:. ... ...,. ... ----···~~ A10 8' DECIDUOUS P2 REMOVE GRADING I TOWNHOUSE I & VAULT 010 30' WESTERN f'iED CEDAR P1 RIETAIN i---A-1-1--.. 6.-.-~----.·· ,' APP~E~--~-·--r P2 -~----R--E-M_O_V_E___ GRADING/ ROAD._W_AY ____ --+-~a-11_·· .... ---~-2-',9' ... J BiGL~PLE _ P2 ----t REMOVE ,__A_1_2 ___ 10"_.,.,...'-------· DECIDUOUt_ .. .c....-'"'-----,f;.!'2 ·--+--R_E.,.M_ov~·-e ___ G_RA_o1_N_G_1V_A_U_L_T ______ +-_.112;· 4xe',t" I . e1GLEAFMAPLE ___ ! P2 · Rii!MOve: __ A1_a-+-_10_•_ .. _ .. -~ , Sl>RUCis:....--·~-----+-P_,2~----+·-R~!:t~M-O_VE ..... · --t-G_RA_._D_IN_G_I_VA_U~L..,.T _______ B_1_3-"+"~8"._ i WESTERN llEO 0:!SDAfi. rP2 ____ run_AIN_.• _ ,.___A_1_4--t--c..10=-'-,--,---,...+-.:.AP~··. '-"PL::;:E:.... ·--.,......-P2 REMOVE GRADING/ ROADWAY B14 10' LONDON PLANE TREE P2 RETAIN ,-~-· i----·~1----::.:::c;:;.:;..:..::,:._-1--__;:.:..:.:.;~=-:..ccc:.:..:::.;.;c:.:;;__~~ -·--+---~'---"-----1 !--·A_1_o __ li'--M .... U._LT_l·~T .... R!J'-N_K __ APPLL. _____ P2 _____ -+_R_E_M_O_VE ___ G_RA~D_I_N_G_I_RO_AD~W_A_Y_, ______ a_15___.,_,1!::1i:__l ___ a_w::_ .• _K_c_o_n: __ O_N_w_o_o_o...,. ~-p_2 ___ ~_R_ET_A_JN~ _A_1 __ s...,. __ 1_2_,• ..,......_,·. -· __ ·_o--'.E-C.C_.10..,.u ..... o-'-U$'"", .....,.-~--P2 ___ !-_RE_M_,..O_V-'E--~G_RAO ____ IN_G_I_R_O_A_DW_'A_Y _____ -1 A 17 6' MUL Tl-'\'RUNK oec1ouovs _ _,,,,,__.+'-"'P2"-c----+-,;,,:R=EM.:;O::.;V:,::E:..__+---=G;:..:RA:,,::D:.:IN:.:.G=-/=-T=-=O:.:.W:.:cN:.:H.:.:O:.;:U.=S=.E 2=------J i---A-1_8-+-_6',----------··· ~ .... P.EfJlDUOIJ$ -.,~--r-P_2 ____ 1-.....;:.cRE;c;;;M.:.cO"--V;,;;cE'--+-·-"GC.i,RAD'-=-INcc.G=-/'-T'--'O-'-W"-N'-'-H""O'--=U-'-S=-E 2=------1 A19 6",6',7' CHEltRY P2 REMOVE GRADING/ RETAINING WALL ', • = PRIOfi.lTY BASED ON CITY OF RENTON CODE' 4-4-130H.1.b PRIORITY Of TREE RETENTION REQUlkEMENTS .. P1 = PRIORITY ONE P2 = PRIORITY rwo . I· . . . . ,,__A2_0 __ 15~··-1·_,a_•,9_· __ .....,._.,..B~IG~L=EA-F_. MAP~=LE.c.-,...__._---,_.P2 ___ -r-_RE_. _.M~o_v-e_,__,,9RADING I RETAINING WALL •• "'THl:$1:1'WO :tRees Wl:RE INCLUDED IN tlii:\RENTON IBE'.E RETENTION WORKl;.lf.l!';ETUNE fT!/..M NC>, 1, F'OR lHE PURPO&E 0~ CALCULATING THE TOTAL NUMB.ER OF TREl:S .OVER Ii' S.INCE THEY ARE RECOMMENDED FOR ' ' A21_.. 1 O" MUlrl•TRUNK DECIDUOUS ---+·_P_2 ----+--'-'R""E""MO"'"Vc..cE"'--+--""G""RAD'-=l"-'NG-"'-'-'/ R"'ET~Al"'-'N=IN""G""W-"-AL-=L=------i ' A22 P2 R.EMOVE GAADING / ROADWAY REMOVAL. . . 6' MUlil-'t.RUNK APPL!:; -' A23_ P2 REMOVE: GRADING/ RETAINING WALL 8\6" CHERRY ' ' A24 P2 REMOVE GRADING/ RETAINING WALL r....~,-·~· ----~--'---'-'~-"=----c-----"--------'---·'-===--'---=~=~=~==~=--~ 11)" APPLE _,,,_, TREE RSTEN't.lON WOJ'{KSHEET DATA .:· ·.;' . 1. TOTAL NUMaER OP TRe'.ES OVl:iR 6~ DIA; 26 2. TOTAL DEDUCTIONS (TRE'.ES IN PROPOSED PRiVATl:ACCESS): 9 -3. TOTAL MINUS OEOt.JCTIONS 17 ----~----4. NUMBER 01"' Ali:iAfNED TREES FOR R.14 {X0.2): 3 ... ......,.;,~------~-"-· ---.,,.......--... 5. PROPOSED NUM!:ll:;'iR QF RETAINED TREi:S1 5 6. TREES To.ae REPLACED: 2 -.......... ~----~------~ ' 7. REOUIREOHEPLACEMENT INCHES: 19 ~-+--- 8. PROPOSED SIZE OF ADD!110NAL TREl:',S: 2 9. REPLACEMETTREE QUANTITY: ' 9.6 -~-........ , ............... ' ,' ' MINIMUM TREE DENSITY PER LOT FOR MULTI-FAMILY R14 (4x/5,000 $1"} -LOT SQUARE FEET REQUIRED NO. OF TRE!:S Rl\:"'TAINED : NEW -·-'._;..;.,, ' EXISTING 4,125X4 3.3 4 0 ... •· ,',' 1 I 5,072 x4 I 4 0 4 ', -· -2 I 6,335x4 5 0 ' 5 -- 3 9,269x4 7 0 7 TOTAL TREES REQUIRED TO MEET M!NJMUMLOT.DENSITY:. ·. 16 .. --' NOTE: 1. 'TWO ADDITIONAL TREES TO BE INSTALLED OFF' SITE TO COMPENSAT!e FOR TRSES 811 ANO E!12. STATE OF WASHINGTON REGISTERED . LANDSCAP AR ,, PROPOSED CONtOUR EXISTING ROCKERY PROPOSED fll:TAINING WALL ---+-: ---HIGH VJSlBlLITY FENCING j ., ' WOOD FENCE y, SHEET OF