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HomeMy WebLinkAboutLUA99-187 - Large FormatC4 -32 T24N RSE E 1/2 R ----B ··-r-- ____ ,,,-,---I f 1 • \ i .. --··- ! \.. ( . -. -- \ i ; ' / OO'---r:£l - ·-I · _z _ r·· I -~· 1(1)· :>· < . ·····-··Cl) .. <l)_ .,.. ~- . \ --·---~- P-1 .. <l) > I • -.. ~ r-.- ____ [ ! .. . .: .4 ·•. '. ! -· ·--·· 1 - -, , -·T R-~8~·-· .. " \ I .. "-·-,·. I ·. \ I I / I \ • • ',' \ : ' / .-~ \\ ' ,.-·-: , .. ·----. -. ' ····-.. , ·-··\·· ---i Q) '. • I '~ . ' ...... l__ ·- 1, • • !. ---· ! • i(l;) , ... ·-... -: 1' I <';~ .. -r I J '.J--4 . I· ·: · l -·--1 -;-.-• : i 0 -i:: ···1;'1 :'. :I-~ : i I I ' ,~v., •·17 · ! ' ' I ' I I ,y ' ! /I ~ ·-:· -- 1--I .. :0 r"?l I ····-• I , L / • r-.::,· . I ,V k /: 1-'-1 r:·:;c;:r y r ~ /1: z . -; --··-:( ;:v/Ll . ~- '/ / /i' ;· --~- -· -R-~El ·· ···.·: :c-l . . -~- ' . '"'d"" I • I : -~- j -·-I! I' '' : NE -~eufu St .ii ' . ' ' I --:.~ RC -i -R\-1.ia - Cl). ,..0 ''-~ :·, ...... 1. '~-:··z ! . -+-,) U --- -<t: . -.• •. I 1·' I ·-,...._ ; /.,. : Cl) . ' ' ::> <I:: .. -! '. I i' !~ i L! L f0 (X) ! ······ oo·-. I . :~ ~' ~ i -··--·I (lJ •,--.t ,.:~ '.o ~i"~ I u I ~ ' '<l) ~ , . .- .-::1 "' ~ NE . a>h ,. ~~-: : ...... '. I .• <1.)-i ~ -· .. ~- ·G ·· --~- . - ... I I i NE 14 t_b. : Sti. R-:-s-! ' . I i I ·-' ,, ··--·--·-· I I ,' •. ., I ... , ...... I ~-' ' \ ', ', i ··-·;NEJ \ I_ I \' ZONING P/8/PW TECHNICAL 8El\VICE8 12/02/99 1!2th , St.:-··· --. . ~ 16t(h ' I I I r-_., : I I ! : 8 · SE,--- . ·· · . ·--~ . . I 01 • -·.··r--·-... I ..+-> : .. ! -··1 ~-Cl) ... . ' ~----~. .. ! ~--~"!_--·· R' -:9 1,····-··· --·1---1.: :-, ~-----' / ---r-·· •.. --···-1 / 1--· ,_..J i .. ;: .... : / -·1 I / : _._... --:.' /.'-· .. , : ----I I , I I 'I i ) - R1 ·s· I . : ~,: 11 ····-:. , ... II ---_, i -·.J _i ___ 11 I pq -·- 0 .... -. ··-·-· I ····- ~ y 200 •ro 114.800 --r' -,.L..7! ---I ---; •·--I -··-j --=1-R-, __ _L ilj --r ... 41J D4 5 T23N R5E E 1/2 NORTH 8 \ \ RCA/HUITI-~--- (') 0 c:. (" 0 ~ Land Planning • Civil Engineering • Landscape Architecture • Surveying • Environmental Services 814 E. Pike St. Seatt le, Wo 98122 , Phone (206)324-5500 Fax (206)328-1880 www. huitt-zol lo r s,com ~--~-------~· --------~· '' L ' ., ' . . ,,-,,1 / ,'I '\, / '7:l ' , \ ' , ' l / ' '-,,.' ·;,:;; I \ /','-..·· ' \ , \ ' I. \ : \ '",. \ \ , '. ", ' ' ' ',', /' / , ' ' I , , , ' ' ' ' . ' \ , \1 , \ I / ' '' '' 'I ' ,' l,, , ' 8 76' ~1c. T.L_ 2 p ' 338 339 340 : IN ('., PRELIMINARY PLAT Investment Properies, LLC PRELIMINARY PROJECT REVIEW SUBMITTAL Renton, WA ' -; 33 4 335 4 . ?rt Ac . .T L.3:9 55 3<; ')'J () </. -- -<. %'.~: . ~ '.· 347 0 2?f 4 c A r L J ! -, .. _____ _L_,__ ,. 25s I ] \ns ,· . ·•1 .• I 't· • ):;_ ··--·, ·,!/ ' ' ' -.. (i]t.4 ?j ? I fsl.. ~ .,,_ --·--3 -2,3,L --coi[:: :C _:C :~I S ~ . '. ,,:;,:J ... " -1----··-~-~ ---------~ 3JtpJ ~ 121 277 .. _ ·--- (3 ) "' ~276 275 3iff.·, {~) i.?~<>3 , P. (C) 0 $.P: W -7~, Lu 1-~'eS,,._.,o,._· ---<-IZ8 .!.'4 • !53.;IT 2 :: 1108 • 295 \14321 'B t;"l 131 WJ)'o '6ES-~ -----·14i ---...... ' ~ ----~ -----------------'--- APPROVALS JOB NO . 15-02.75-01 DA TE Oe, tober 14, 1 'l'l'I DESIGNED DRAFTED TWl C. i,JE:> CHECKED C-Wf-> SCALE 1'=2.00' Approval fxp. 100 200 400 FEE T , • J !JO . r evl&lon& 261,;1."i-.,, • 'tr'1 I ~ " t-2L---I---------------- 12 c1~--· l!!QJJ--~ ---------- @ :cc: 245 ,.fill 13 a:: ~- '" '---"-'-'--~~ ,, ~ ~.., 6 i •--==--==-i O l! Ytl :::: •• ' ,4 < ...... ;o , l6 ' .) :-:1 I ' I ' ' ' ' I I I I I I I 21 ,5 , s "'"" 0;. 9 r •"" '- ' I I I ~~9 ~ ,...~31 r· ' ' ,i-=",li=U-;;;:;.__ji I '~-~ _;j ] 1f] ]o, ~-'- S.P L UA-93 ·.Qll.........._ -~-,1, " I ~- COPYRIGHT KROLL MAP COM PANY , INC ., SEATTLE VICINITY MAP [ DRAWING NO. C-1 SHEET NO. 1 or 3 C 0 ~ C " "' cf) 0 uf zl ------ N.E. 241M STREET LEGAL DESCRIPTION PORTIONS Of TRACT 2G2 AND 273 Of C.H . HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4 ACCORDING TO PLAT RECORDED IN VOLUME 11 Of PLATS AT PAGE B2, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS• THE EAST G3 FEET Of THE NORTH 200 FEET Of TRACT 273. THAT PORT ION Of TRACT 2G2 COMMENCING AT A POINT CoO fEET EAST Of THE NORTHWEST CORNER Of SAID TRACT 2Co21 THENCE SOUTH 135 FEET PARALLEL WITH THE WEST BOUNDARY Of SAID TRACT; THENCE EAST "lO FEET PARALLEL WITH THE NORTH LINE OF SAID TRACT; THENCE NORTH 135 FEET PARALLEL WITH SAID WEST LINE; THENCE WEST "lO FEET TO THE POINT OF BEGINNING. TRACT 2G2 EXCEPT THE SOUTH 23B.72 FEET THEREOF AND; EXCEPT THAT PORTION Of TRACT 2'12, DESCRIBED AS FOLLOWS, COMMENCING c;;o FEET EAST OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH FOLLOWING THE WEST LINE OF SAID TRACT 135 FEET; THENCE FOLLOWING THE NORTH LINE OF SAID TRACT "lO FEET; THENCE NORTH FOLLOWING THE WEST LINE OF SAID TRACT 135 FEET TO THE NORTH LINE THEREOF; THENCE WEST ALONG THE NORTH LINE 'lO FEET TO THE POINT Of BEGINNING AND LESS THE NORTH 100 FEET OF THE EASTERLY 102.3 FEET THEREOF; AND TRACT 273 EXCEPT THE NORTH 200 FEET THEREOF . BASIS OF BEARINGS BEARINGS HEREON ARE BASW ON CITY Of RENTON GPS SURVEY CONTROL NETWORK MONUMENTS . BASIS OF ELEVATION EL[VATIONS HEREON ARE BA5ED ON CITY OF RENTON GP5 5URVEY CONTROL NETWORK MONUMENTS . 6ENCHMARK #334 TOP Of BRASS NAIL SET IN CONCRETE MONUMENT AT INTERSECTION OF JONES AVENUE N.E. AND N.E. 24TH STREET, ELEVATION = 2.44 .34 NAGVD 1"l88 US FOOT . UT ILITY NOTES B' ROCKERY Q EXISTING STORM DRAINAGE CATCH BASIN AREA AREA CONTAINED WITHIN DEUNEA TED BOUNDARY EQUALS 4.35 ACRES. AGi 1 2 3 4 PNTII' 1001 1002 1024 1582 RIM EL. INVERT EL. 300.72 IE 12• CONG W=2"l"l.01 IE c;;· CONG SW=2"l'l.2"l IE 12' CONG E=2'l'l.04 2'15.02 IE 12' CMP E=2'l1.27 28'1.18 IE 12' PVC Nl'.=2B5.53 IE 12• PVC W=285.4B 285.70 IE 8° PVC N=283.70 II'. 5• CMP 5=282. '17 6 EXISTING STORM DRAINAGE MANHOLE ill U$E ENCROACHMENT, AREA BEING U5ED BY ADJACENT OWNER TO THE NORTH. AL.1 1 2 PNTII' 1000 102G Land Planning , Civil Engineer ing , Landscape Architecture • Surveying • Environmento I Services 814 E. Pike st. • Seattle, Wa 98122 • Phone (206)324-5500 • Fox (206)328-1880 www.huitt -zollors.com RIM EL. INVERT EL. ' 302.G5 IE 12' PVC N=2'l3.05 II'. c;;• PVC W=2'l3.03 IE 12• CONG N!:=2'lG.45 28Cc.33 IE 5• CONG N•281.33 IE 12' PVC Ws280.55 PRELIMINARY PLAT Investment Properies, LLC PRELIMINARY PROJECT REVIEW SUBMITTAL Renton, WA SEC. 5, T .23 N., R.5 E., W .M. RIGHT-OF-WAY CTYP.) I - 'C\J I /J"" ··, \N ' / J I Cf' (\J -, I ' I \ \ \ \ ' '\, " ). __ \ .... '() .... \ " ,. < '"· --:e -....., '·-.... _ APPROVALS JOB NO. DATE DESIGNED DRAFTED Ctty engineer CHECKED SCALE Dote ApprovoJ E:xp. 0 20 ' ~ \ \ ' ' ' ---· 15-0275-01 revl&lon& October 14, l'l'l'l CWS, CT, DBB DBB 1"=40' 40 80 FEET \ ...: ,,· -\ 1.9 Cf' (\J \ ' •C\J Cf' C\J (j c:.. \'v 'i ;·---._ \ 4), )"-·<--·-····-. ::) ----·-----------····- ------__ ._ .... ' ' I i I ' I i '· l(\J i ' 0-\ 1 ! C\J, , 1 7' ROCKERY ·~--,'""· ! \ / APPROXIMATE: MAX. \ \Yi ,! HEIGHT. CTYP.) N . \ \ \ ( [ ') : ' o.> ().) NORTH NOT FOR CONSTRUCTION PRELIMINARY GRADING AND STORM DRAINAGE PLAN .,, ;,: ... =..,,:¥ DRAWING NO. C-2 SHEET NO. 2 or 3 --4 IQ ~ ,;; L w ~ X D "' ~ < C 0 ~ C ru Ct: t . . 2; -cc " lz: ~ / "' l) \l\ / -· C, IQ ~ CC) "' / ", ~ "' " ~ 0 w I ~ (') LEGEND EXISTNG El) • + .J.:.1. M \4-~ .,/.C.''. ,--·-·;:'\ ;,.--....\ ( . ) ~, ... ~;· rn ..................... G -·····-··········· PROPOSED @ • N.E. 24TH STREET LIGHT PULL BOX LIGHT STANDARD W/ ARM MONUM[NT IN CASE HUB AND TACK IRON PIP[ PK NAIL NATURAL GAS METER POWER POLE WITH DROPUNE POWER POLE WITH DROPLINE, AND TRANSFORMER POWER POLE WITH LIGHT STORM DRAIN CA TCH BASIN STORM DRAIN MANHOLE MAIL BOX STREET SIGN SANITARY S[WER MANHOLE TEL[PHONE RIS[R /Pl:DISTAL CONIF[R TREE DECIDUOUS TREE SHRUB TEL EVISIO N JUNCTION BOX flRE HYDRANT HOSE BIB WATER METER WATER VALVE NATURAL GAS LINE ---D·---STOR M DRAIN LIN[ ·····---·--------· \',/ ·------------~----W---WATER LINE --·-· •·····•· -··----·-f..',F' _ _,_."_ .. ________ . . ·-···-... I ··········-·-··-- ···-·---·-·--······ f'' ···-----·-·-·· .. s ···-.-·--·--·-······ BURIED POWER TELEPHONE OVERHEAD POWER LINE SANITARY SEWER LINE LOT BOUNDARY ROCKERY 0 SANITARY SEWER MANttOLE AC.l PNT~ RIM EL. INVERT EL . 1 1003 2'14.08 IE 8' PVC S-285.08 2 1017 301.'IG IE 12' PVC W-2'11 .45 3 1025 2'11.G8 IE 12' PVC W-282.55 IE 12' PVC E 282.Gl 4 1350 284.70 IE 8' PVC N=277.77 IE 8° PVC E=277.<o3 L ----- HC C 1Ni f"-~[f\ CE: FUTURE CONNECTION PRELIMINARY PLAT Investment Properies, LLC PRELIMINARY PROJECT REVIEW SUBMITTAL Land Planning • Civil Engineering • Landscape Architecture • Surveying , Environmental Services 814 E. Pike St. • Seattle, Wa 98122 Phone (206)324-5500 , Fax (206)328-1880 www.huitt-zol l ors.com Renton, WA b. o · ci LI) b 0 ,ji: b gi,i ~ -+-- l()i b i 0 ci <9 SEC. 5, T .23 N., R.5 E., W .M. 20 107.39' 19 102.53' 18 102.52" 17 w 16 102.50· 102.51' I.E. IN=280.3G I.E. OUT=280.2G 100.00· 10 8 8 rl 0 r< SCREENING PLANTING -----· ··-··-, HO USE I.E. IN=278.57 1 I.E. OUT=278.47 /•--t-:fH-f---!z:: _ 102.5s' __ ,:-'·---~-... ,, ·~v.._,,, _ _,f ,,-····-,... ' ' ? I.E . IN CW)=277.88 b 2 I.E. OUT CE)=277.78 q ~ 10'1.00' 5 4 b q g I I I ,,, ! I s2.23· so.oo· 50.00· 50.00· 50_35· ., I-____ 100.00' ~ ~--=-=='----''--_.::;=:::::___..,L____:==-.....L-==::__--1_~::'..::::!.~----411 0 Q_ + I -sj" /_ I ~..,..;..,q I 11 8 I g \ t-, ___ 100.00· __ _ ~T-{·I __,ill:r, I 12 b q ~ 0 0 '!"I + I <') = Ill 50.01" I It-____ 100.00· __ _ I I I 13 b 0 ci LI) I , .. ____ 100.00·_ ----1 I I . I ~I cO I.E. OUT =281.8G 14 FUTURE CONNECTION b 0 g :,,. 1 I lf• ! I •.0 NORTH NOT FOR CONSTRUCTION APPROVALS JOB NO. 15-0275-01 DATE October 14, 1"1'1'1 DESIGNED CWS, CT, DBB DRAFTED DBB City fngnur CHECKED SCALE 1'=40' Date~~---- ApproV!lf f"xp. 0 20 40 80 FEET revl&lon& PRELIMINARY WATER AND SANITARY SEWER PLAN .... ~ .. DRAWING NO. C-3 SHEET NO. 3 OF 3 " ~ \;! ,,; h. w ~ >< 0 w i ~ C 0 ~ C <V ct'. "') C) .o, " ~ ~ / "" '-.) '5) / "' Cl ~ ~ I() "' ~ -", " ~ ~ 0 ~ 0 w i ~ ~ CT CT CT '"""' .·, ...i. w 0: L --------- PRELIMINARY PLAT SHOREWOOD RENTON, WASHINGTON SECT. 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON ZONING INFORMATION ZONING R-8 LOTS 28 TOTAL ti.REA 4.35 AC LOT AREA 3.5 AC CTOTAL PARCEL SIZE MINUS STREET R.O.W.) ROW AR EA 0.85 AC PROPOSED DENSITY 28 UNITS / 3 .5 ACRES = 8 UNITS / ACRE DENSITY PERMITTED 8 UNITS / AC • 3.5 AC = 28 UNITS BY CODE LAND IN SENSITIVE 0.0 AC -NO SENSITIVE AREAS HAVE BEEN IDENTIFIED AREAS ON SITE. SHEET INDEX SHEET DRAWING TITLE 1 PP-1 COVER SHEET AND LOT LAYOUT 2 PP-2 VICINITY MAP 3 PP-3 TOPOGRAPHIC SURVEY 4 PP-4 PRELl11NARY SITE GRADING STORM ORANAGE. WATER AND SANITARY SEWER PROPERTY OWNERS LANDE 9037 3BTH AVE. S.W ., SEATTLE, WA 'lB12.G LAPLANT 1'l17 N.E. 24TH STREET, RENTON, WA 'l805G WATSO N l'l.2.'l N.E. 24TH STREET, RENTON, WA 'lB05'c PROJECT CONTACTS DEVELOPER BLAINE 1'1LLER INVESTMENT PROPERTIES P.O. BOX G4B7 KENT, WA 'lOOG4-G4B7 PRO,IECT ENGINEER CHARLIE TORRES, P.E. RCA/HUTT-ZOLLARS 814 E". PIKE ST. SEATTLE, WA 'lB12.2 PROJECT MANAGER CARL STIXROOD, A.I.C.P. RCA/HUITT -ZOLLARS B14 E. PIKE ST. SEATTLE, WA <1812.2. PROJECT SURVEYOR BLAIR PRlc.c.E, P.L.S . RCA/HUITT-ZOLLARS 221 5. 28TH ST. TACOMA, WA <18402 LOT AREAS AREA AREA MAX. LOT LOT# CSF) CAC) COVERAGE C5F) AREA AREA MAX . LOT LOT# CSF) (AC) COVERAG[ (Sf) 1· 1 5 ,45G 0 .13 2 5 .401 0.12 3 5 ,'l73 0.14 4 514'1 0.12 5 5.055 0 .12 G 5 .78G 0.13 7 5 ,32.7 0.12 8 5 ,3G3 0 .12 GI 5B11 0.13 10 5200 0 .12 11 5 .200 0 .12 12 4 .531 0.10 13 4 .G70 0.11 14 G.773 0.1G 15 5~50 0.13 1G G.'1% 0.1G Land Planning • Civil Engineering • Landscape /\n:hitocture • Surveying • Environmental Services 814 E. Pike Sl , Seattle, Wa 98122 , Phone (206)324-5500 • Fox (206)328-1880 www.huitt-zollars.com 1.'llO 17 4.e,Qe, 0.11 2404 1.8'l0 1B 4-531 0 .11 2.2,.;5 2.,4'l4 l"l 5.32.5 0 .12 1.BG4 1.802 20 5,32!o 0.12 1.BG4 17G'l 21 5 3,;;4 0.12 1,B77 2..025 22 7 .G1S 0.17 2GGG 1.8G4 23 5037 0.12 244"1 1,877 24 4.000 0.11 2.400 2033 25 i;;.023 0.14 2108 1.B20 2G 4.S4B 0 .11 2355 1,B20 27 4.G12 0.11 2,30G 2.2GG 2B G,030 0.14 2.111 2335 TOTAL 152,475 3 .50 2371 1 '142 1. MAXIMUM LOT COVERAG-E IS 357.. 507. 2.44B LOT COVERAGE IS ALLOWED FOR LOTS 5,000 OR LESS PER 4-2-llOA OF RENTON DEVELOPMENT G.UIDE. PRELIMINARY PLAT Investment Properies, LLC l'l17 AND 1'l2'1 NORTHEAST 24TH STREET Renton, WA 'IWSG NORTH APPROVALS Dau, ------ Approvol fxp. -f --· ,::: FRONTAGE IMPROVEMENTS CURB AND-c.t/TTfR· ---- • 5 ' PLANTER STRIP 5' SIDEWALK N.E, 24TH STREET LEGEND ------PROPERTY BOUNDARY ------LOT LINE 26 ------RIG.HT-OF-WAY ------EASEMENT ------ROADWAY If, ------PROPOSED CURB AND GUTTER PROPOSED SIDEWALK --------S TRUC T!JitE SETBACK LINE r-- 1 I I I ,-- 1 22 20 "19 ----, I I I I I "18 I I PROPOSED 10' STOR "" DRAINAGE EASMENT r I I I "10 ---, I i I I L -~-• ..ll[l!t-a r -~-. I I : "I "I : I I L__ __J PROPOSED G' SIDEWALK "16 15 "13 14 I I I ______ J PROP05ED 10' STORM DRAINAC.E EASMENT 27 . i r ---,---,1 I I , , I .I I 28 I . -I I I I I L --__,:· ;;;;··· :_..J · I L END PROPOSED WALK --i "I : ~ PROP05E'D 15' 5ANljT ARY oJ SEWER EASEMENjT "' ----__r =-i j jffj f ---,-- 2 1 I I / I L __ ~_J-...- 1--~, i I ('~9, 3 I ~~~..,,_ I -,t ' I I 4 L ____ _j VICINITY MAP 32NO N 2-G TH &T s NC • 2.DDm r:.oort N[ 25 S T. OPOSl:D o· PRIVATE Cf&& EA&MENT R CITY OF NTON _ VEL OPM[NT C.ULATIONS -G-OGOl-1 LOT LAYOUT JOB NO. 15-0275-01 DATE December 10, 1 'l"l'I DESIGNED CT, DBB DRAFTED DBB CHECKED SCALE 0 20 40 80 FEET revision& NOT FOR CONSTRUCTION COVER SHEET AND i::EVELOl'i:E~ITf'l!\''.;:1;;,3 CITY OF F<Er ; j G,, PROPOSED LOT LAYOUT DEC 2 2 1~s 9 RECF I Jr=D DRAWING NO. PP-1 SHEET NO. 1 or 4 ~ / Ck " " / " __, a ~ )Q ;;I ~ t--~ ;Q l.) -:. \.} --, 0 Ii ::, ~ ~ bl 8 8 i I E Q_ .,. .. C 0 -C ,, a:: "' " " 0 Q_ Q_ "' "' ~ / "' • ;'- 0 "' "' N 0 '" 1 _::;- ~· o._ 0 C> / 0 C: 0 'l) +:> +:> It> I\) 0) I re re ~ >-, .£:\ f f -19-1 ~+_J ! L NORTH 8 \ \ ' \ '\ \ \ \ \ I ' ' \ \ (") 0 c::. r \ ('" 0 -t,. ~ .. RCA/HUITf-__ _ Land Planning • 814 E. Pike St. Civil Engineering • Landscape Architecture • Surveying • Environme11tol Services Seottle, Wo 98122 Phone (206)324-5500 • Fox (206)328-1880 www.hu itt-zo l lars.com ' 340 341 PRELIMINARY PLAT Investment Properies, LLC PRELIMINARY PROJECT REVIEW SUBMITTAL Renton, WA ?Z.5!4:: TL . 36 3 34 " I "/-_ /'./ 4 c . Tl. 33 _____ _,__ __ _ cr,P.L W. SIIY .,00 0 1 c~n n~'i CAYE r~o .. ~ I I '· I I • ! ii \ lit] I· I I I 1 1 1 I I I I '::I 1· ·in · C) ''st . . ' ! i" 'I j , . i :>-: I I :,.. I 1:·:S:::1 i ..,_ : l:'fc-. I :• I ! Lu 1--- q I- V). 1~·· ·!--; < ::?--, ; • 1 1. ' ' • I 2S 5 ··:: ·>I . ·11 ! ·: I ., [ I I 25s 1 1 I :j',_;- \ i • ' "'' ~ 7 ~-----8---- " §: --9------ 1 ·-----·-\.---- ~ ,·1 :~, 10 1---- . ' V ~\w 1\~ l · 1 C:: -+-----~-- " -,~; 3 ,2__jf-'' Dato Approv-eil Exp. @o ~ ~-...----------------~ , .-~294 •, t 6U ~~3 ~\, ~ ,, -,5"5 IJ.J > 13 SCALE 1·=200· 0 100 200 I ---------I_ 400fEET 262 • ' ' II 12 236 • I' ' " 1'' ' f.)16 -.'9: 1-~,,,,~,~}L~,'_,~~"~' i532._'ci' ~ r-"""-i--=~-1 ,s\ 34 " 14 15 -• --"l..'...:. • C NEIGHBORHOO·D DETAIL MAP I p;1r L L ,- I DRAWING NO. PP-2 SHEET NO. 2 OF' C 0 ~ C ID O:'. / CL / m m :3- 0 >. \l L . w z w :::) I I ~I ---------------~----------------------------------------------,.,,..---;,_;7"' SECT. 5, T. 23 N., R. 5 E., W.M . IL -_ __,,,____ ffi I N.E. 24TH STREET L39·07·20" w 1324_.9_5· __ -{JONES AVE. TO ABERDEEN AVE) --0:o ====~s D z 0 ""') LEGAL DESCRIPTION PORTIONS OF TRACT 262 AND 273 OF C.H. HILLMAN'$ LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4 ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS AT PAGE 82 IN KING COUNTY ' . WASHINGTON, DESCRIBED AS FOLLOWS; THE EAST 63 FEET OF THE NORTH 200 FEET OF TRACT 273. THAT PORTION OF TRACT 262 COMMENC ING AT A POINT 60 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 262; THENCE SOUTH 135 FEET PARALLEL WITH THE WEST BOUNDARY OF SAID TRACT; THENCE EAST 90 FEET PARALLEL WITH THE NORTH LINE OF SAID TRACT; THENCE NORTH 135 FEET PARALLEL WITH SAID WEST LINE; THENCE WEST 90 FEET TO THE POINT OF BEGINNING. TRACT 262 EXCEPT THE SOUTH 238. 72 FEET THEREOF AND; EXCEPT THAT PORTION OF TRACT 262, DESCRIBED AS FOLLOWS; COMMENCING 60 FEET EAST OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH FOLLOWING THE WEST LINE OF SAID TRACT 135 FEET; THENCE FOLLOWING THE NORTH LINE OF SAID TRACT 90 FEET; THENCE NORTH FOLLOWING THE WEST LINE OF SAID TRACT 135 FEET TO THE NORTH LINE THEREOF; THENCE WEST ALONG THE NORTH LINE 90 FEET TO THE POINT OF BEGINNING AND LESS THE NORTH 100 FEET OF THE EASTER LY 102.3 FEET THEREOF; AND TRACT 273 EXCEPT THE NORTH 200 FEET THEREOF. BASI S OF BEARINGS BEARINGS HEREON ARE BASED ON CITY OF RENTON GPS SURVEY CONTROL NETWORK MONUMENTS. BASIS OF ELEVATION ELEVATIONS HEREON AR E BASED ON CITY OF RENTON GPS SURVEY CONTROL NETWORK MONUMENTS. BENCHMARK #334 TOP OF BRASS NA IL SET IN CONCRETE MONUMENT AT INTERSECTION OF JONES AVENUE N.E. AND N.E. 24TH STREET, ELEVATION = 244.34 NAGVD 1988 US FOOT. UTILITY NOTES (,J 0 NORTH 0 STORM DRAINAGE CATCH BASIN HOG WI RE FEN CE AREA AREA CONTAINED WITHIN DELINEATED BOUNDAR Y EQUALS 4.35 ACRES. TAG# 1 2 3 4 PNT# 1001 1002 1024 1582 RIM EL. INVERT EL. 300.72 IE 12" CONC W-299.0 1 IE 6" CONC SW=299 .29 IE 12" CONC E=299 .04 295.02 IE 12" CMP E-291.27 289.18 IE 12" PVC NE -285.53 IE 12" PVC W=285.48 285.70 IE 8' PVC N-283.70 IE 8 CMP $=282.97 D STORM DRAINAGE MANHOLE TAG// PNT# RIM EL. INVERT EL. 1 1000 302.65 IE 12" PVC N-293.05 IE 6" PVC W-293.03 ill IE 12" CONC NE-296.45 2 1026 286.33 IE 8" CONC N=281.33 IE 12" PVC W=280.55 USE ENCROACHMENT, AREA BEING USED BY ADJACEN T OWNER TO THE NORTH. Q SANITARY SEWER MANHOLE TAG# PNT# 1 1003 2 1017 3 1025 2g4 4 1350 - RCA/HUITI-~ .......... Land Plann in g • Civ i l En gin eering • Londsc ope Arch ite ct ure • Surveying • Environmenta l Services 814 E. Pike St. • Seatt l e, Wo 98 122 • Phone (206)324-5500 , Fox (20 6)3 28-1880 www . hui tt-zo 11 ors .co m RIM El. 294.08 301.96 291.68 284.70 INVERT EL. IE 8 PVC S=285.0B IE 12" PVC W=291.45 IE 12" PVC W-282 .55 IE 12" PVC E-282.61 IE B" PVC N-277.77 IE B" PVC E=277.63 PRELIMINARY PLAT Investment Properies, LLC 1'117 AND 1'!2'l NORTHEAST 24TH STREET Renton, WA 'lB05G GARAGE I I S'_JT~CE x ~X /E / I ,, N 89"07'20" E \ I I " I 0 • "' <D SA 6~~~Y:-o-I \ // GTE HOU SE ( 0 --, 9 SEP. / o TANK w:/1'-'-----' /0 { h-::-:-+--,( / OL ---. / GA R AG ) I 5 .5' WOOD 89'07'20" E FENCE 189.60' / / \ \ \ ----~52.55 ' ---......_ -. /1 / \ \ \ --' \ ---......_ '---._ \ \ \ \ --\ \ 28E)_ ---------------....J \ l,.__ ---......_ --,? '-.._ " L _ ......__ ......__ ---....... \ \ <C >i:J--....,__ "'"" \ ---------- "' ' "-:I_ --- " APPROVALS JOB NO. 15-0275-01 DA TE December 10, 1 'l'l'l A\ DESIGNED CT, D66 DRAFTE:0 D66 City Er19'1ur CHECKED ..)1'0 revisions s LEGEND li'iil :cH $ "' 0 !!,. IQ] v ~ :cH @I @ DMB .LL ® 0 * 0 0 ~ ¢- " Ell l><l G D w BP T P - s LI GHT PULL BOX LI GHT STAND ARD W/ ARM MONUMENT IN CASE HUB AND TACK IRON PIP E PK NAIL NATURAL GAS METER POWER POLE WITH DROPLINE POWER PO LE WITH DROPLINE , ANO TRANS FORMER POW ER POL E WI TH LI GH T ST ORM DR AIN CATCH BA SIN STORM DRAIN MANH OL E MAIL BOX STREET SIGN SA NITARY SEWER MANHOLE TE LEPHONE RI SER/PE DIS TAL CON IFER TREE DECID UOUS TREE SHR UB - TELE VIS IO N JUNCTIO N BOX Li') 1-,) FIRE HY DRAN T \._./ HOS E BIB WATE R ME TER WATER VAL VE NATURA L GAS LI NE STOR M DRAIN LINE WATER LIN E B URIED POW ER TELEPHON E OVER HEAD POWER LINE SANI TARY SE WER LINE PAV EMENT -CON CRETE TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTION PORTION OF TRACT 262 AND 273 Dote SCALE 1"=40' ~---. :,~1 ii!_·. ---~ q,,·-.,1> 2021 0 <>•<i SITE ADDRESS ,,_..,.;;!?::::~ .. "' 1'117, l'lZ'l NOR THEAST 24TH S TREE:T " A.pprovol l:xp. 0 20 40 80 FEET > tD ~I C m m z >1 < m z ffi Z I n1 • TION DRAWING NO. PP-3 SHEET NO. E:; er:, "' re.: U) ~ \(2 ~ ~ t' t ,., ' oc u X "' 0 D w w I L ~ ~ < < E 0 "' sci--- ~ .- °' "2. 00 "-N ~ "' L " u " Cf) ~ "' L i:: O' 3 " n 0 "-0. "' r, N X / O' ~ ;'- 0 "' c- N 0 cf) :::- 7 co CD 7 0 >, "' D > D .D " C: Q _'!) .µ .µ \<:) \\) VI l Q] Q] D _ >-_£)- lJ \\) .µ +-l Q Q _ ~I r: " '---------------------------L..--------------------~JEXP[;IRES~~e-.,.10i9-~ i,:.,,.,,.lll-L--------1:!!:~~-===-~-~-~--_;;~~2..l---------1----:--------=R:EN:T.:O~N,~W::'.A::._:'lB::0:::5:G~-----------'L_:3~~0~F-~4~J FP-00 -13 ?-~ -~HIP:>JT 4 NORTH ······-·--··-········--·------------·-···-·· -----·-··-·· '.?. ······--··········-·- ----------------------------T ---- • MSE CMECHANICALL Y STABILIZED EARTH) WALL CTYP.) TW 277.0 6W 270.5 .6.E=B , 26fo.0 W 278.0 '1E=2 TW 2B8.0 BW 284.o .6.1:=4 I ' I r+ -, I ' I I \ ' } <iJ I ' I ~ NJ\ i ~2 : ~: _(!3 J ')/ FF°Fz"l4. · g:;I ! ' ' , t \ d)•, TW 2780 BW 272i·P .6.E=!o I r I , <iJ , <O I ~ \N I ' i ~' w. __J_ --I-......;. - i / .' ! J l '· 1 \ \ '\ ,i / ,~; -t -/ -\ I , '- /21 ) j., i / 1 1, l -1- / ' ' f . _,," / /! / ' TW 27'1. '' i I / I .-f FF=2'14. , / / I 6W 277 .Q' '1"' H-H .6.E=2 . L ..,. C:, I ,, ,,. I I . I I ; TW 280.0 1 6W 278.9 , .6.E=2 , ' I ! i ! ! I , ' ' l \ '1 I j \ v,) ' ' .-....l , \ \ 01 l ! \ '. / j { r I I I I L I I I \ ~ \i \\ l ,, \ < I < \ l \ ,/)\ i ', ~-i*+---\ , I I , ~ \r-_ I , ' 'I \, \ \, . ,. I ·. I ' \ \ ! \~ TW27i. ' \I~ -1 - ' I _, __ ! / 2·0 ' FF,/2q2 --r- 6W 272, j, \ .6.E~2 \ \ \ I I F 2 \ i. ·, I \ i \ ' ; \ i \ , 'iST ,'\ ' ,_w rf , ' I I i---" TW 272.0)' , 1 1 ' BW 2G8.0 \ '- .6.E=4 \ 1 ' l' 1 1, \ ' i ' ' i ,_ ) ' \ _/,, TW 304.0+ 6W 2'R.0 .6,[=5 TW 302.0 6W 300.0 .6.E=2 / / / ,L-_1 I I <iJ 1 1 u-1 ,, ' ~ 3 , , 'i ft =2'1'1., -"" ''"-I , / '..; 1'-\-- 1 /\ \~~-+--"t--.\ .. ,----, ,--_::_-, __ t,I '-., '1, ~ /I I I I I I --, , I l, 1 r I I I I I I I \ \ I I ,I I I I I I I , I I, \I 8 1 1 7 1 1 R \ 1 1 , \ s 7t1 I i r I I I j '-I 1 1 I 4 · 1 1 I I I I FF =301.3 I I FF =301.8 : I FF =~1.3 \ I : 1t- -=-=c...=:;:-HI 1 \ I I I i ; I / ' I / I I I I I / j I I I =3p o I I F=2'17.0 i I I I I I ' I ' I 11 FF=2'13.5 I 11 I I I I I I / : I I I/ L ____ __J\L ____ J L ~--f ~I~ / I I I I I T -J I L ,' ___ , 302 .i ' I , -30 304., ' i ~--·· .---' / TW 3QG_Q BW 2'1B.O .6.[=8 TW 302.0 BW 2'15.o .6.E=7 MS[ WALL TW 2'1 .0 BW zq3_2 .6.E=4.8 TW 2'13.0 BW 2'13.0 .6.E=O ' \ I •' 304 GRADING NO TE• GRADING QUANTITIES DESCRIBED BELOW ARE ROUGH EST1i'1ATES THAT WILL BE REFINED DURING FINAL DESIGN. BASED ON THE GRADING SHOWN tl THE PRELIMINARY PLAT DRAWING, SITE Gii:ADING WLL REQUIRE STRIPING AND STOCKPILING APPROXIMATELY 1' DfPTH OF TOPSOIL FROM THE ENTIRE SITE (7,000 CUBIC YARDS) .. ~N ADDITIONAL 14,100 CUBIC YARDS OF SAND SUBSOIL MA TJ::RIAL WILL BE CUT ON SITE AND APPROXIMATELY 13,000 CUBIC YARDS O F THIS MATERIAL WILL BE USED ON SITE AS COMPACTED FILL. APPROXIMATELY 1,500 CUBIC YARDS OF THE SANDY TOPSOIL MATERIAL MAY BE RE-SPREAD IN YARDS OF THE COMPLETED HOMES. SOIL EXPORT FROM THE SITE IS ESTIMATED TO CONSIST OF 5,500 CUBIC YARDS OF SANDY TOPSOIL AND 1,000 CUBIC YARDS OF SAND SUBSOIL. FINAL GRADING DESIGN MAY ACHIEVE A CLOSER BALANCE OF CUT AND FILL, REDUCING THE NEED FOR EXPORT OF MATERIAL. EXPORTED MATERIAL IS EXPECTED TO BE OF A QUALITY THAT WILL BE USEFUL AS CONSTRUCTION MATERIAL SUCH AS STRUCTURAL FILL AND TOPSOL ON OTHER SITES. THE ABOVE QUANTITIES MAY BE CONVERTED TO TONS U::;!NG THE FOLLOWING CONVERSION FACTORS• (WEIGHT WILL VARY SIGiiFICANTLY DEPENDING ON WATER CONTENT) TW 270. ' BW 21oe.8 t .6.E=2 6' . '-------~-~------_--_:_"?'-~--------i---,' --'..::::··::__ -~ ---- MATERIAL TON$ PfR CUfllC 'I' ARD SUBSOIL MATERIAL• \)"\ ; .:·:....-::::cc.X-----·······-..;,~.,, • .,,. LEVEL SPREADER lo \ !\ \ \ \ A DRY LOOSE 1.31 SAND WET 1.5'1 ----------------· hT~O::-,.P,,;;.;:Olc:;L;,.;,;M:::.A T;,:E:;:.;R,;:;IA,,:L'==-.,..,,..,,.,,=-h-,....------1 EARTH AND &AND DRY LOO&[ 1.35 EARTH AND SAND WE 1.fo2 SO~CE• CASCADE CONTAl'lER PRELIMINARY SITE GRADING AND STORM DRAINAGE PLAN RCA/HUl1T-2DI JARS Land Planning , Civil Engineering , Landscape Architecture • Surveying • Environmenl<1I Services 814-E. Pike St. , Seattle, Wa 98122 • Phone (206)324-5500 • Fox (206 )J28-IB80 www.huitt-zollars .c om PRELIMINARY PLAT Investment Properies, LLC 1'117 AND 1'12'1 NORTHEAST 24TH STREET Renton, WA 'l805fo !EXPIRES Ii • 1 J ·09 APPROVALS ---------------------------·------------"----------~--------~., """"~ -·er---··----- ) i' ) ' 1 ' I i ~ l ~ < ) l ,--------, I I : 20 : I I L ________ __J ,-------- ~IRE HYDRANT CTYP.) 1 \ 19 : ~ __ WATE~MAI!:'___ I ,-----------7 I 5· MIN_ / I I I 18 L ______ .i' ( ,---------, I I : 11 : I I L _________ J I --I B'111 PVC SANITARY SEWER 11.E. IN CW)=277.BB I I.E. OUT 2E)=277.7Bi I I L ___________ J NOTE REGARDING TREE CUTTING PLAN• THI: ENTIRI: PROJl:CT AREA WILL BE CLEARED AND GRADED. FOLLOWING CONSTRUCTION THE PROJECT SITE WILL BE REPLANTED AND LANDSCAPl:D TO CITY OF RENTON REQUIREMENTS . THE FOLLOWING, TREES OVER 1o• DIAMETER AT CHEST HEIGHT WILL BE REMOVED. NUMBER TYPE Slz.e Cdle,mter at c.hes t height) 2 Ced11r . 14'(1) 31o·C1) l!oO Alder 10· 11ver=e lo Alder 3.;;·c1), 4e·c2), 24'C3J 14 fir e·c1J, 1o·c2), 12·c5), 14·c2J, 18·c4) 1 Weeplnn Wilow 42' 'l Fruit Trees G' to 10· 1 Madron,:, G' 1q1 T ot11I trees (.f• : : i S·········- COIKCT TO EXISTING MANHOLE ------------------· -------------· -· -.. --· ·-··-·······------------···1··----------··--··· I PRELIMINARY WATER A•ID SANITARY SEWER PLAN NOT FOR CONSTRUCTION JOB NO. 15-0275-01 revl&lons DATE Dec.ember 10, l'l'R DESIGNED CT, DBB --------------PRELIMINARY SITE GRADING, STORM DRAINAGE DRAWING NO. DRAFTED DBB CHECKED .::,(2D 'NA TEA AND SANITARY SEWER PLAN PP-4 &CALE 1"=40. SHEET NO. 0 20 40 80 FEET 4 OF 4 \P;IT = ~ ... "" " "'> ... ,-, ~ Cl ~ ~ ;)! "' Cl ,__-"' ·~ " ... <.:, "', ,;; ~ i,_ w ~ ~ u X "' 0 0 w w ~ ~ u i' < u i' < E a (JJ "1 0 - "' (JJ '-"' z. " C 0 -C " Q'. "' ~ " Tl ~ [I] -"' iZ O' ~ " -.' 0 0. Q. "' " "' X / O' ~ " / 5 "' "' N 0 "' _/ Q_ / ill m 0 / 0 " " a, 0 .Q " E ICl <.9 9 c= 0 ~ -W -W ICl 'I) CJ) I a::i ro c::, >, n t, 0) .µ .µ 0 IL N :c '.... <[ \..) (le'. ~J • L PRELIMINARY PLAT SHOREWOOD RENTON, WASHINGTON SECT. 5, T. 23 N., R. 5 E., W.M. CITY OF RENTON ZONING INFORMATION ZONING R-B LOTS 25 TOTAL AREA 4.35 AC LOT AREA 3.5 AC (TOTAL PARCEL SIZE MINUS STREET R.0 .W.) ROW AREA. 0.85 AC PROPOSED DENSITY 25 UNITS / 3.5 ACRES = 8 UNITS / ACRE DENSITY PERMITTED 8 UNITS / AC • 3.5 AC = 28 UNITS BY CODE LAND IN SENSITIVE 0.0 AC -NO SENSITIVE AREAS HAVE BEEN IDENTIFIED AREAS ON SITE. SHEET INDEX SHEET DRAWING TITLE 1 PP-1 COVER 5HEET AND LOT LAYOUT 2 PP-2 VICINITY MAP 3 PP-3 TOPOGRAPHIC SURVEY 4 PP-4 PRELIHNARY SITE GRADING. 5 TORM DRAINAGE WATER AND SA~TARY $EWER PROPERTY OWNERS LANDE "1037 3BTH AVE. S.W., SEATTLE, WA "1812<o LAPLANT 1"117 N.E. 24TH STREET, RENTON, WA "1805<o WAT50N 1"12"1 N.E. 24TH STREET, RENTON, WA "1805'° PROJECT CONTACTS DEVELOPER BLAINE MILLIER INVESTMENT PROPERTIES P.O. BOX <o487 KENT, WA "180<o4-G487 PRO,IEG T ENGINEER CHARLlf: TORRES, P .E. RCA/HUITT-ZOLLARS 814 l:. PIK!: ST . SEATILE, WA "18122 PROJEGJ MANAGER CARL STIXROOD, AJ.C.P. RCA/HUITT -ZOLLARS 814 E. PIKE ST. SEATTLE, WA "18122 PROJEGT SURvtXPR BLAIR PRIGGE, PLS. RCA/HUITT-ZOLLARS 221 5. 28TH ST. TACOMA, WA "18402 LOT AREAS AREA AREA AREA AREA MAX. LOT LOT# C5F) CAC) (;OVERAGE C$F) MAX. LOT LOT# (5F) CAC) COVfRAG[ ($f) 1· 1 5,4 5'° 0.13 2 5 .4 01 0 .12 3 5.'173 0 .14 4 5 ,14"1 0.12 5 5.055 0.12 G 5 .7 8G 0.13 7 5,327 0.12 8 5.::~G3 0.12 'I !;>.(Ill 0.13 10 5,Z OO 0.12 11 5 _:•00 0 .12 12 4 .531 0 .10 13 4.G70 0.11 14 G.n 3 0 .1G 15 5.550 0.13 1G G.'1"1G 0.lG Land Planning • Civi l Engineering • Londscope .Architecture • Surveying • Environmental Services 814 E. Pike St. , Seattle, Wo 98122 Phone (206)324-5500 • Fox (206)328-1880 www.huJtt-zollars .com 1."110 17 4.808 0.11 2404 1.8"10 18 4.531 0.11 2 2<o5 24"14 1"1 5,325 0 .12 1,8G4 1,B02 20 5 32G 0.12 1.8G4 1.7G"I 21 53G4 0.12 1,B77 2.025 22 7.G18 0 .17 2GGG 1.8G4 23 5.037 0.12 2.44"1 1.877 24 4.800 0.11 2 ,400 2033 25 G.023 0.14 2.108 1,820 2G 4.848 0.11 2.355 1.820 27 4 .G12 0.11 2.30G 2 .2GG 28 G.030 0.14 2.111 2 . .3.35 TOTAL 152,475 3.50 2.371 1. MAXIMUM LOT COVERAGE 15 357.. 507. l."142 2448 LOT COVERAGE 15 ALLOWED FOR LOTS 5,000 OR LES& PER 4-2-llOA OF RENTON DEVELOPMENT QJIDE. PRELIMINARY PLAT Investment Properies, LLC 1'U7 AND 1"12"1 NORTHEAST 24TH STREET Renton, WA "1805'° !EXPIRES.-\ J .. oO NORTH APPROVALS City fnv',oor ---- FRONTAGE IMPROVEMENT$ GIJRB AND GUTfER --- 5 ' PLANTER STRIP 5 ' SIDEWALK LEGEND PROPERTY BOUNDARY --LOT LINE ···-· ------RIGl1T-Of-WAY EA5EMENT ------ROADWAY IE. PROPOSED CURB AND GUTTER . . .• PROPOSED SIDEWALK •... --------STRUCTURE SETBACK LINE b q 0 "' b 0 ~ 5.31 ' ' JOB NO. 15-0275-01 PROPOSED 10' STORM ~ DRA~AGE EASMENT PROPOSED 10' STORM DRAINAGE E:ASMENT revlslOns DATE : Dec.ember 10, 1 qqq DESIGNED CT, D6B DRAFTED DBB CHECKED SCALE 0 20 40 80 FEET N.E. 24TH STREET b ~ 0 ir 'N 0 . U) 0 0 z 25 ------ END PROPOSED WALK 8.?LP7'20' w 1 _ _ _ 102 ~-,---1 I 1 I , I . . : PROPOSED 15' 5At'IJ ARY ~ I SEWER EASEMENr "\ +--1 --5 -:-30-;; r--__r---l 10~ 51a ' 2 =t..; r--PROPOSED E Q. ... ... cc 0 -cc " ll:'. I I I I 20' PRIVATE L I 1-i ACCESS EASMENT o l,t J k PER CITY Of IC ~ 4 b 1;... RENTON ~ b ~ ~ ~ DEVELOPMENT :;;, s! REGULATIONS ? f'I I 4 -G -OGOl-1 o.. I I 8 5 ____ J1L----~ / 0 50.0D" 50.35' 5' SIDE SE:TBACK, TYP . VICINITY MAP N 28TH ST N 2 GTH ST ~ 0 I D 200m GOOft '-----....'";;· >i,15e.!._T ~Sl';_. -$E 92 D 51 . 7 E27 1"t 5 T. Nf: 25-TM ?L !1it: N'I D U: NE 25 ST . WO !::> RK ~ s ~ ~ > • ~ z , > w a • w Q • "' • ~ ~ > T < • i§ N l <iTH ST 5 E \Cl <r 0 C: 0 <'D -,....) .µ \CJ '° \[) I LOT LAYOUT 0 0 D NOT FOR CONSTRUCTION ~ .D COVER SHEET AND .... .:-· .. -·, er-· . i:. " .. ··~ C1 TY u:-I\,._,. 1 u.i PROPOSED LOT LAYOUT [ · C c 2 ,. '3 C. ~ ~ 1..; ... R:CEIVED DRAWING NO. PP-1 SHEET 1 OF NO. 4 _J " L NORTH 8 I I I \ \ \ ' ' \ \-., \ RCA/HUITT-__ _ Land Planning 814 E. Pike St. • Civil Engineering • Landscape Arch itecture • Surveying Seattle, Wo 98122 • Phone (206)324-5500 www.huitt-zollors.com • Environmental Services Fa. (205)328-1880 PRELIMINARY PLAT Investment Properies, LLC PRELIMINARY PROJECT REVIEW SUBMITTAL Renton, WA ' ii i 1: Ii 1 1' r ' ' ' ' I I· ! I I I, , .... ii I itfl I 1 1 I I I 1 1 I I I -I_ I I 1. I. I I 25 s I I · 1 I . :: :2 75 ] 1 1 1 ' . I •· •.1 l•• ... •·.•.• I :· .. -, 2 ~ _, ... 7 "' (;, ·--8---------,_,' ,, c,: '" --~·----'" } ' --.\ 21§1 , ----~ -·-·---- .. ___ 24ili '._., :i i ,:;i..,{0 -----':.: ! ---3 -24 - §J 1--~- ,6fb __ -~ -~--1iu -----------. -.. .'.._ ..... APPROVALS Approval fxp. -----·--------- ' e 1.6 .9,: 7$ I -~J i I I t..:i I f I 11 ~II <n I i I I lgLJ II I I I i ~ \! : ~ li]\ I I -' LIIII_I •• .._ _ -~ :.i; 2 SZ. J l • ' "° I I ' ' I ' j~1 I IDZ.J .IJ-., !:~ ,-f,51 1 LfilJ •·•nralli t__,:'_..J >50 Sl 1 E JOB NO. 15-0275-01 revisions DATE October 14, 1999 DESIGNED DRAFTED iU-1 CHECKED C-Wb SCALE 1'=200' 0 100 200 400FEET 240 Q.> 0 "'O >, C C (lJ :::.::: 0 a.. <f) C 0 _J 252.3 24TH 851 /i ~ ~ ~ t-~,1~,-,c,;l'-5-+~2:"''"""' _-,, ~ 26 \ -------. J.J f,.-~'" ""'"' -3..-+ . · --lsTT" · · 4- 6 ~ 203 ,, I "' :I ~ ~ i -. :i COPYRIGHT KROLL MAP C O MPANY , INC. SEATTLE DRAWING NO. NEIGHBORHOOD DETAIL MAP PP-2 SHEET NO. 2 OF CL n_ Cf) "' c - N X / "' 3 ';!, 0 "' r-- N a "' / 7 TI m C, / 0 E ~ l[) 'Sj- cc () L -·-------------------·---- u.i . z w ::) I -------.....----------------------------------------·------·--------------~--------------···----- SECT. 5, T. 23 N., R. 5 E., W.M. I >I L 89'07'20" w 1324_.9_5·~- (JONES AVE. TO ABERDEEN AVE) --·D-D =:=:=-:::s D u -===='t 0 ~ L -----'v----f3 1 N.E. 24TH STREET z 0 ~ LEGAL DESCRIPTION PORTIONS OF TRACT 262 AND 273 OF C.H . HILLMAN'$ LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4 ACCORDING TO PLAT RECORDED IN VOLUME 11 OF PLATS AT PAGE 82, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE EAST 63 FEET OF THE NORTH 200 FEET OF TRACT 273. THAT PORTION OF TRACT 262 COMMENC IN G AT A POINT 60 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 262; THENCE SOUTH 135 FEET PARALLEL WITH THE WEST BOUNDARY OF SAID TRACT; THENCE EAST 90 FEET PARALLEL WITH THE NORTH LINE OF SAID TRACT; THENCE NORTH 135 FEET PARALLEL WITH SAID WEST LINE; THENCE WEST 90 FEET TO THE POINT OF BEGINNING. TRACT 262 EXCEPT THE SOUTH 238.72 FEET THEREOF AND; EXCEPT THAT PORTION OF TRACT 262, DESCRIBED AS FOLLOWS; COMMENCING 60 FEET EAST OF THE NORTHWEST CORNER THEREOF; THENCE SOUTH FOLLOWING THE WEST LINE OF SAID TRACT 135 FEET; THENCE FOLLOWING THE NORTH LINE OF SAID TRACT 90 FEET; THENCE NORTH FOLLOWING THE WEST LINE OF SAID TRACT 135 FEET TO THE NORTH LINE THEREOF; THENCE WEST ALONG THE NORTH LINE 90 FEET TO THE POINT OF BEGINNING AND LESS THE NORTH 100 FEET OF THE EASTERLY 102.3 FEET THEREOF; AND TRACT 273 EXCEPT THE NORTH 200 FEET THEREOF. BASIS OF BEARINGS BEARINGS HEREON ARE BASED ON CITY OF RENTON GPS SURVEY CONTROL NETWORK MONUMENTS. BASIS OF ELEVATION ELEVATIONS HEREON ARE BASED ON CITY OF RENTON GPS SURVEY CONTROL NETWORK MONUMENTS. BENCHMARK #334 TOP OF BRASS NAIL SET IN CONCRETE MONUMENT AT INTERSECTION OF JONES AVENUE N.E. AND N.E. 24TH STREET, ELEVATION = 244.34 NAGVD 1988 US FOOT. UTILITY NOTES AREA AREA CONTAINED WITHIN DELINEATED BOUNDARY EQUALS 4.35 ACRES. & USE ENCROACHMENT, AREA BEING USED BY ADJACENT OWNER TO THE NORTH. 294 NORTH 28 3 Q STORM DRAINAGE CATCH BASIN TAG/I PNT# RIM EL INVERT EL . 1 1001 300 .72 IE 12" CONC W 299.01 IE 6" CONC SW 299.29 IE 12" CONC E -299.04 2 1002 295.02 IE 12 CMP E-291.27 3 1024 289.18 IE 1 2" PVC NE 285.53 IE 12" PVC W 285.48 4 1582 285.70 IE 8" PVC N-283.70 IE 8" CMP S-282.97 D STORM DRAINAGE MANHOLE TAG# PNT# RIM EL INVERT EL 1 1000 302.65 IE 12" PVC N-293.05 IE 6" PVC W 293.03 , IE 12" CONC NE-296.45 2 1026 286.33 IE 8" CONC N-281.33 IE 12" PVC W-280.55 Q SANITARY SEWER MANHOLE TAG• PNT# RIM EL. INVERT EL. 1 1003 294.D8 IE 8" PVC S-285.08 2 1017 301 .96 IE 12" PVC W-291.45 3 1025 291.68 IE 12" PVC W-282.55 IE 12' PVC E 282.61 4 1350 284.70 IE 8" PVC N 277.77 IE 8" PVC E-277.63 HOG WIRE FENCE I I GARAGE I ~'_[ENfE ~ / / I~ \ 0 N <D / X SA TELLll[ II DISH J -o- / / GTE ~ HO USE I 0 9 SEP. / o TANK '-'-/I-'---' /.'.-+~( / OL -"I / ARAG ) 5.5' WOOD 89"07'20" E FENCE 189.60' ,, I \ I \ 1 1\\\\\\ 1\\\\\\ I 1l;/i;I\\ I I l)I\\\\\ 11 J/1 I \t \ \ 111111\ \ \I I J J I ( ) I I -+i71 Ll I ylf \ I I I I I / ! I I 11 I ,) ~ I ~ J;I I / I I I I f I I' I I II l (I 1 1 I I I I I / I I I I l ~'<; i I (I I/ I /////\\ \ N 89'07'20" E ' .#' 0 CHAIN LINK FENCE 213. 2' I ?'° - *O;"/ I I 9 /' ( J ft ·it,'8. \}\ <g 5 HOUSE / \ t ) I" ~ ,'--,---~ J ( :'E 0 [ N 89'07'20" E .----__.,..... "-. HOUSE l \ \ ~ 102.63' 0 \ (_ \ \ \ ( ~~~~~~~~! 1, \\\\I \\ \ \ \ \ \ ) \ \ \ \ \ \ \ \ ~\ \ 1 \ \ \ \ \ I I ~I I \ \ \ \ \ \ \ lg·k I I \ \ \ \ \"-"-~i .-i>"' I I \ \ \ °"" \ ~,.."-3 ( \ I I \ \ \ /I °" '\ \ I I \ \ \ ) l 1, \ "' \ \ I \ \ \ \!I I .-i>'' ,, "' ~ ~ \0\ \ \ \\ i ~ I .,0 \ ~ L \ I ! ) \ \ I I I I J ) .1'' ! I I I I I 1 \ I J J 1 1 s, I Iii I I I J 11;/J/( \ \ ./ I////;//( I/I I 1 I ____ ,,, \ ------_/ II I I \ I I ~ (ii,------..,,..,.;;::/:.,,,..,,.==,,......,,,.......,~=-bM-__: __ 4 ___ ~__. "'? N 89"13'58" E,../ 252 8 \ 16/ / / / \ \ \1111 J '-----\ I ~ ~I / / / \ \ I I I I I I -I I 304 .--, _,-, ,,-, '?>o?.. o ...--'?>o '--- I IP "v ) 1~@) I I J \\Ill\\\,~ ---- ,1lrri ( \" r 1111\' ~ ~ 1\ \ \ \ "'-I ( "---S ~I \ \ \ \ \ I I I / \ \ \ ~" .-.--~ I \\ \ \ 1 I I I ; I I /--: i\1\ \ \ \ \ I I I l I I \ \ ____./ - \I\ \ \ \ \ "-"c__\\\ \ \ }~-----~-----~ I\ I \ \ \ \ \ \ \ I \ \ \ \ \ / / ----~ I \ \ \ \ , ; \ \ I \ , \ \ / flf'I,/ / _ 00 I\\\\\\\\ \ \ \ \ \\ '--_.,/ -/- I\\ \ \ \ \ \ I \ \ l --=----------:__.--- \ \ \)\ \ \ \ \ \ \ \ \ --------: ~ ------~ \ \ \\I.."--. ------ "" \ \ \ \ ~ " ---------~ \ \ \ \ "' "'\____ " -----. ------WG--- \ "-~ ·o'sa'L "'-"---- \ \ \ ---~52.5 '"-. \ \ \ --' " " \ \ \ \ --" " 28&----------......_ \ :,,.__ "-'--... ~ '--------- \ <-"Q" -.?>""' \ -\;' ----. ------ \"' ' \_ ---- APPROVALS / I I JOB NO. 15-0275-01 DA TE Dec.ember 10, 1 qqq re,%1011& s LEGEND li:lil A--¢ a, 0 0 8 IQJ y -¢- A--¢ I!] @ DM6 -1:J.. ® 181 * 0 0 ~ ¢>- IN Ell M G D w BP T p s LIGHT PULL BOX LIGHT STANDARD W/ ARM MONUMENT IN CASE HUB AND TACK IRON PIPE PK NAIL NATURAL GAS METER POWER POLE WITH DROPLINE POWER POLE WITH DROPLINE, ANO TRANSFORMER POWER PO LE WITH LIGHT STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE MAIL BOX STREET SIGN SANITARY SEWER MANHOL E TELEPHONE RISER/PEDISTAL CONIFER TREE DECIDUOUS TREE SHRUB 1 TELEVISION JU NCT ION BOX L ) [) ~) FIRE HYDRANT \____/ \_____/ HOSE BIB WATER METER WATER VALVE NATURAL GAS LINE STORM DRAIN LI NE WATER LINE BURIED POWER TELEPHONE OVERHEAD POWER LINE SANITARY SEW ER LINE PAVEMEN T -CONCRETE TOPOGRAPHIC SURVEY RCA/HUITT-,,._____,_ PRELIMINARY PLAT Investment Properies, LLC DE SIGl'IE'D CT, Dl36 DRAFTED DBB CHECKED ...)()0 AND LEGAL DESCRIPTION PORTION OF TRACT 262 AND 273 Land Planning • Civil Engineering • landscape Architecture • Surveying • Environmental Services 814 E Pike St. , Seatt l e, Wa 98122 , Phon e (206)324-5500 , Fax (206)328-18 80 www .hui tt-zo llars .com 1'117 AND 1'12'1 NORTHEAST 24TH STRE'E'T Renton, WA '1805G City fngneer Approve! txp. SC.ALE 1'=40' 0 20 40 eo FEET SITE' ADDRESS 1'117, 1'12'1 NORTHEAST 24TH STRE'E'T RENTON, WA "l805G > m g] I C m m z >1 < m z C m z1 m • 0-. ,.._, er:, ,~' ~ <J) '_\! lQ "" Cl "' "' ~ " 1-~ w ~ ~ u X w 0 0 w w I I ~ 0 < < " E 0 a, .,_ -- "' (» "-~ N - ~ L © u ~ m -0 L ;;: "' ~ u "' 0 Q_ c,_ ,I) c-- N X / rn 3 -0 / 0 ,n ~- N 0 "1 /' ';;, m m C) / 0 >, ID Q> 0 _o -0 TION DRAW ING NO. PP-3 SHEET NO. 3 OF' 4 >, ..Q lj Ql +' 4-l Cl IL N :c " ~I I • L • --··---------·---------·--···--·-----------~,--~--. ---¥-· SECT. 5, T. 23 N.,r-=R~·~S~E=-.>-. ~W~·=M~. ------~ 'SAN ITARY NEW MANHOLE I Iii ! TW 277.0 BW 270.5 l:>E=B , \ I i ' I i ' I i '. ' I \ 1 \ \'J \ ' ~ -..\ '. \; G ,, I ' I ',{ l \ . \ ~- I '. • \ ~ ' I I \ ' ) \ ' 1 \ ; I ; ; ,\ \ i ' \ : \ TW 27• • \ \ BW 272, , AE•2 \ 1 I ' I I \ l \ ' ' i \ . \ ' l \ '1 I • \ \ ' ' TW 272. • , BW 2/cB.0 \ . AE=4 \ ! , ' I ' I ' ___ .. __ x. ·---------.. --x .. ,.--,-.. . ( LEVEL , \ '' SPREADER \ L [ , 1 I I L 'I ' : I . I \ \ \ \ \ MSE (MECHANICALLY STABILIZED EARTH) WALL CTYP .) TW 288.0 BW 284.0 AE=4 TW 304.0+ BW 2"1'1.0 AE=5 TW 302.0 BW 300.0 AE=2 \ ~,:;"', ,,,_ '' ,., J~i< /I' ; I \ '!. I \ \2 'i \ II N \ \ 1 ,I cr- ·I N =,2'1'1\ I ' l f-.9 ~ ·, _.L_ ~ \ J ·...._ \. \~ \ -...... --" \ ,::c 1 F-' ~ -· \ ... "ti-'11-:+l ·1 ,:, / I ~ I \ g; 1 ·,, \ !' N \ I ' ' ,~ J _3, I ) ' I r -2'1<1., I '~ \ \ '-'---\ FF-3 0 3.0 ' ( \~ ::,,. ' '',----, ,---'1 1,J ', l ~ \ 1 ii I I I I I '•··, I ·,, I ~ I \ ; I g ' /'I./ .,.. j ,. -.. .. ; I I I I I I I , \ I I ,I\ \ 'I I I :, \ I I I I I , I ' 1 1 .: 8 I I 7 I R \1 1, 5 ,'I I 4 II \ 1 ·, ff=30L3 1 1 1 1 ff=301.B I 11 FF=f>. 1.3 '\: : 1r 1 . =3PO ' : : , F=2'17.0 / I I i I \ I I I ! 1 I I 1 / I I I I ' I ' Ii 11 1 '1 1 ,/ 1 11 1; I I I l l ) 11 { _____ _JI L ____ J ~,r--.f-_j 1,L r- 1 1 J I L , --- 1 -==:,23~0:::2=+= ,, , ---. ·, 304 ' ' • --30 -, ___ _ --· -:.i._,..., .~· . .---~), .. ,:\() TW 30/c.O BW 2"18.0 AE=B TW 302.0 BW 2"15.0 AE=7 M&E WALL TW <I .0 BW 2"13.2 AE•4 .8 TW '13.0 BW 2"13.0 AE=O 304 I GRADING NOTE• GRADING QUANTITIES DESCRIBED BELOW ARE ROUGH ESTIMATE& THAT WILL Bf REFINW DURING FINAL DESIGN. BASED ON THE GRADING SHOWN IN THE PRELIMINARY PLAT ORA WING, SITE GRADING WILL REQU!Rf STRIPING AND &TOCKPIJNG APPROXIMATELY 1' DEPTH Of TOPSOIL FROM THE ENTIRE SITE (7,000 CUBIC YARDS). AN ADDITIONAL 14,100 CUBIC YARDS Of &AND SUBSOIL MATERIAL WILL Bf CUT ON SITE AND APPROXIMATELY 13,000 CUBIC YARD& Of THI$ MATERIAL WILL BE USED ON 51TE AS COMPACTED FILL. APPROX!MATEL Y 1,500 CUBIC Y ARD5 Of THE SANDY TOP SOL MATERIAL MAY BE RE-SPREAD IN YARDS Of THE COMPLETED t10ME5. 50ft. EXPORT FROM THE 51Tf 15 E5TIMATfD TO CONSIST Of 5,500 CUBIC YARD& Of SANDY TOPSOIL AND 1,000 CUBIC YARDS Of SAND SUBSOIL. FINAL GRADING DESIGN MAY ACHIE VE A CLOSER BALANCE Of CUT AND FILL, REDUCING THE NEED FOR l:XPORT Of MATERIAL. EXPORTED MATERIAL 15 EXPECTED TO BE Of A QUALITY THAT WILL BE USEFUL A5 CONSTRUCTION MATERIAL 5UCtt A5 STRUCTURA L FILL AND TOPSOIL ON OTHER SITES. THE ABOVE QUANTITIES MAY BE CONVERTED TO TON5 USING THI: FOLLOWING CONVERSION FACTORS• (WEIGHT WILL VARY 51GNlflCANTL Y DEPENDING ON WATER CONTENT) MATERIAL TONS PfR CU!llC YARD SUBSOIL MATERIAL' &AND DRY LOOSE 1.31 &AN T 1.5'1 TOPSOIL MAT RIAL [ARTH AND 5AND DRY LOOSE 1.35 EARTH AND 5AND WET 1.G2 SOURCE• CASCADE CONTAIN PRELIMINARY SITE GRADING AND STORM DRAINAGE PLAN Land Planning , Civil Eng ineering • Landscape Architecture • Surveying • Environmenta l Services 814 E. Pike St. • Seatt l e, Wa 98122 • Phone (206)324 -5500 • Fox (206)328-1880 www.huitt-zollors.com PRELIMINARY PLAT Investment Properies, LLC 1'117 AND 1'12'1 NORTHEAST 24TH STREET Renton, WA '1805G \EXPJRl!s a -1 1-® APPROVALS Appr-ovol Exp. NORTH ' ' ' 5AN1T ARY SEWER MAIN CTYP.) &ANIT ARY SEWER MANHOLE CTYP.) ,------ 1 I I I I 22 L _________ ___j ,--------/ I I l 21 I I I L ________ .J ,--------, I I : 20 : I I L ________ _J ,--------, ~IRE HYDRANT CTYP .) : 19 l ~ __ WATE~ MAI!'!__ I CONNECT TO EXISTING MANHOLE Uc . OUTCW)~Z<lJ.45 I.E. INCE)=2'11.55 r I.E. OUTCW)-2'12.lB ~ > · !SEWER , ·. ,; ; I C iJ 1' ! i :J' 11 >-~.,I,: : ' /' 111 1\ .. , ..L- NOT E REGARDING TRE:E CUTTING PLAN• THE ENTIRE PROJECT AREA WILL BE CLEARED AND GRADED. FOLLOWING CONSTRUCTION THE PROJECT SITE WILL Bf REPLANTED AND LANDSCAPED TO CITY Of RENTON REQLNREMENTS . THE FOLLOWING TREf& OVER <c• DIAMETER AT CHEST HEIGHT WILL BE REMOVE:D. 8'0 PVC SANITARY &EWER NUMBER TYPE 51ze Cdlemter et chest height) 2 Ceder 14·cn, 3c:;·o) 1c:;o Alder 10· ever!lae <c Alder 3<c·cn, 4e•c2J, 24·c3J 14 fir a·cn, 1o·c2), 12'C5), 14·c2J 1s·c4) 1 Weeplna Willow 42' q fruit Trees G' to 10' 1 Medrone c;;• 1'11 T ot!ll trees , ' ' : (!' ! ¢- ---·--f-E)'.V ,~--·-·- GctKGT TO EXISTING, MANHOLE ..... ,,_, ... j '"""""""' """'"'""" ·····------·-·--·--········--·-·------------· --·----------·----·--------···-··-···-··--·-·-----·---- v 1 PRELIMINARY WATER AND SANITARY SEWER PLAN NOT FOR CONSTRUCTION JOB NO. 15-0275-01 revl,e,lons DATE , December 10, 1qqq DESIGNED CT , DBB ~~"'""--'-----+--------1 PRELIMINARY SITE GRADING, STORM DRAINAGE DRAWING NO . DRAFTED DB!l CHECKED ..:)(2D WATER AND SANITARY SEWER PLAN PP-4 SCALE r=40' SHEET NO. 0 20 40 80 FEET 4 or 4 ·~ i" / "' '-l "' / "' ~ Cl IQ IQ ~ 8 >-.' "" ~ '-l / '-l "', v> ~ L. w " oc u X "' 0 0 w w I I " " ~ ~ < " E a "' "' 0 0, 0, ', "' ", N - C 0 ~ C ~ Cc "' L V u " en ~ "' ~ [;:: "' ~ 'O 'SC 0 CL CL U1 ,.. N X ,/ "' "' u ,/ -0 U1 ,_ N 0 U1 / Q_ ,/ en (Il 0 ,/ 0 >, ~ "' 0 .0 u C Cl ~ .µ .µ IO <l) cf) I (Q (Q Q >, £I \) <l) .µ .µ a (\_ N :r:: ', <( 0 o.c: _J