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Home My WebLink AboutLarge Formatw ~ 2 <{ 0 Z I-0 0 n::: w --, 0 OJ n:: W (L ~ 0 0 « (f) SSMH ItIM'-"4tHtSu IE S" pvc 1;"'''1-0"8,20 TYP~: 1 CD -,,~ RiM·~1lH-_73 lE 1',:" pvc 53 ",,4111,5, F 4" F\'( r,-,.,02)35 PLACE 28" HIGH CONES SPACED EVERY 20' AND 2' AWAY FROM THE WORK AREA 5SMH RIMo~,j.t'ia.42 if: 1]" PVC N_"'·+lJ.c.:~ IE 8"" pvc W."-'47:i 6~{ !E 11" f~V(~ S.'"'+7,l~1j ~~~~~~~~--~~.~ Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (iD,MT,ND,OR,WA) ~I , ,I h I U) T I ,r", (:J n , , FLAGGER 11.: :-VC N,""4i;\1-7G E 12" PVC $,'-"451.09 7 '~ .. , , , SlO _", ,./_ '-"" , , , , 6 9 ~~,~ DR. STRONG CONSUL TlNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 381h PL. #232 KIRKLAND. WA 98033 0425.827.3063 F 425.827.2423 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. 5 -- fi04 .. 10 -, 1 J, . I >< 4 , " .•.. -, - 11 3 -- 12 , , , , / l , , , 2 13 1 14 ( / /' / SAr;1 \;1,1\1 i,i "i~HOtX r:==t====================t==i==j===t-rnSU~RV~EY~E5J~' ~S7-____ ~SCALE'fJ-S NOTED l-DESIGNED; MAJ NO. REVISION BY DATE APPR DRAWN: CWA CHECKED: MAJ APPROVED: MAJ ONE INCH AT FULL SCALE IF NOT ONE INCH seME ACCORDINGLY ';'" a I n c~ , l I~ I ,'," I i .,1 II "1'1 .ij. ,1 ~e I>----h-e ~ e ~~ 1 )--IB-.I+~ r VERTICAL: HAVD 1988 HORIZONTAL: HAD 1963/1991 ---------._- HUMAN FLAGGER USE EX. PA VED SHe TO FORM A TEA/PaR .1£ 5£) .•. ) PLACE 28" HIGH CONES SPACED EVERY 20' AND 2' AWA Y FROM THE WORK AREA CITY: OF RENloN Planning/Building/Public i Works DepL NOTES: 1. FLOODLIGHTS SHALL BE PROVIDED TO MARK FLAGCER STA TlONS AT NIGHT. 2. SIGN SEQUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL. J. STEADY BURNING WARNING LIGHTS (TYPE C, MUTCD) SHOULD BE USED TO MARK CHANNELIZING DEVISES AT NIGHT AS NEEDED. 4. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE TO THE OWNERS OF PRIVATE DRIVES BEFORE INTERFERING WITH THEM. 5. ACCESS FOR FIRE-FIGHTING EQUIPMENT SHALL BE PROVIDED AT ALL TIMES, AND THE CONTRACTOR AND/OR DEVELOPER SHALL KEEP THE LOCAL FIRE PROTECTION AUTHORITIES INFORMED AT ALL TIMES OF THE LOCA TlON OF CONSTRUCTION OPERA TlONS AND FIRE LANES. 6. TI1E CONTRACTOR SHALL NOTIFY THE AUTI10RITIES IN CHARGE OF ANY MUNICIPAL, PRIVA TE. OR SCHOOL TRANSPORT A TlON SYSTEMS AT LEAST ONE WEEK IN ADVANCE OF ROAD CLOSURES THAT WILL FORCE A CHANGE IN THE REGULAR ROUTING OF THE mANSPORTA TlON SYSTEM. 7. THE CONTRACTOR SHALL CONDUCT HIS WORK SO AS TO INTERFERE AS LITTLE AS POSSIBLE WITH PUBLIC TRA VEL AND SHALL, AT HIS OWN EXPENSE. PROVIDE AND MAINTAIN SUITABLE BRIDGES, DETOURS, OR OTHER TEMPORARY FACILITIES FOR THE ACCOMMODA TlON OF PUBLIC OR PRIVA TE TRA VEL, INCLUDING MAIL OELIVERY. 8. ROADWA Y CROSSINGS SHALL BE MADE IN SUCH A WA Y THA T NO MORE THAN HALF OF TI1E ROADWA Y IS CLOSED TO TRAFFIC AT ANY TIME EXCEPT WHEN SUITABLE DETOURS OR OTHER ARRANGEMENTS AREA AGREED TO. 9. WORK SHALL NOT BE STARTED ON ANY PUBLIC OR PRIVATE RIGHT-OF-WAY UNTIL CLEARANCE IS GIVEN TO THE CONTRACTOR BY TI-IE DISTRICT. UNLESS OTHERWISE DIRECTED IN WRITING BY THE OISTRICT, THE CONTRACTOR SHALL LIMIT HIS WORKING HOURS TO THE GOVERNING AUTHORITIES STANDAROS. 10. NO EXCA VA TlON OF FILL MATERIAL SHALL BE STOCKPILED IN TI1E RIGHT-OF-WAY. 11. STREET SWEEPERS SHALL BE EMPLOYED DAILY DURING EXCAVATION TO REMOVE DIRT FROM TI-IE RIGHT-OF-WAY. 12. HOURS OF WORK: 7 A.M. TO 3 P.M. WEEKDAYS. LEGEND: em WORK AREA NORTH GRAPHIC SCALE o I 20 ; 40 80 ; ; 1 INCH ~ 40 FT. '<] 0-; J"~ p ; Hen/· lanl' On .If/C) ry, " , . IVISio n SADDLEBROOK PRELIMINARY PLAT PRELIMINARY TRAFFIC CONTROL PLAfSfp -42012 DATE: 08-29-12 flELDBDOK: PAGE: DRAWING NO: SHEET; OF: Tel 1 A-NNNNAA -----------------~--- w 2 <{ Z c- U W -:> o cr: [L ~ o o ~ CD W -1 o o « (f) I I? , I ' TYPE I CB Y'" I RIM=~03.47 'IE 12" PVC N.=500.40 IE 12" PVC S.=500.40 SSM~~ WELL HOUSE I 'U1:~ I IE 8" PVC W.=;;;;; 7'~ \ IE 8" PVC N.=492.81· ) "s Vo \ '''~6'- TYPE 1 CB _~ t RIM=494.73 1 ---- E 12" PVC S.=491.51 '---___ IE 4" PVC E.=492.85 . --- \ .A / / \ ~) o \ \ \ \ -~r \ \ \ \ \ \ , \ I \ \ \ \ \ -Q 8 159 -. -'\ }4 SS~H , RIM=488. 2 \ IE 8" PVC N.=473. 3 IE 8" PVC W.=473.63 \ \ \ I I \ \ \ I \ 4" ~ ~ q)).., TYPE II CB \ , , I'--k RIM. 489.40 ,.A ;-IE 12" PVC N. 485.~7 .1--t--+-tIt83ll ,. IE 12" PVC S.=485.74 in ' IE 4" CPP E.=486.78 . i ~ IE 8" PVC S.=473f3 I"~ '" SURVEYOR'S NOTE5. -1 1. ALL TITLE INFORMA TlON SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE OROER NO. 4209-1942808 OA TED AUGUST 7. 2012. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONOUCTED NO INOEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELlEO WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENT A TlONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL TlNG ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THA T EXTENT. SAID SUBDIVISION GUARANTEE DOES NOT IDENTIFY ANY EASEMENT THA T CAN BE PLOTTED WITHIN THIS SITE. 2. THIS SURVEY REPRESENTS VlSI8LE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON AUGUST 13, 2012. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2012. 3. 4. PROPERTY AREA = 189,797:1: SQUARE FEET (4.3571:1: ACRES). ALL DISTANCES ARE IN FEET. 5. THIS IS A FlEW TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STA TlON WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELA TlONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICA TlONS. 6. UTILITIES OTHER THAN THOSE SHOWN MA Y EXIST ON THIS SITE. ONL Y THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCA TlONS BUT MA Y CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCA TlONS SHOWN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (iD,MT,ND,OR,WA) ~\ \ NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 £, W.M .. o T41 , , '. , , , , , , , , , , , , , o T45 / / / / / / / / / / / / ------'--. ~~~~ ---506'-.. -,/ , / / I / / / / / / / / / / / / I I I / / / / I I / / / I I I I I I I I I /) / / / / / I I ( I ( I I I 1 I /' / I I / , \ / / I , / / / / , , , \ / / / / / / / / I I / I I , I / I \ \ , \ \ , , , I I / / o -, , , 6'HWF 4'SRF. 5'CLF lEGAL DESCRIP TlON: LOTS 1 AND 2, KING COUNTY SHORT PLA T NO. 976093, RECORDED UNDER RECORDING NO. 7612010798, IN KING COUNTY, WASHINGTON. REFERENCES: 1. JANETT'S RENTON BOULEVARD TRACTS RECORDED IN VOLUME 17 OF PLATS, PAGE 60. I SHED r 2. LIBERTY GROVE RECORDED IN VOLUME 241 OF PLATS, PAGES 26 THROUGH 28, UNDER RECORDING NUMBER 2007053000003~ VERTICAL DATUM: NAVD 88 PER KING COUNTY VERTICAL CONTROL BENCHMARK: KING COUNTY SURVEY CONTROL POINT 3744: FOUND PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSEC7ION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 54~94 FEET. BASIS OF BEARINGS: NOO'29'OO"E BETWEEN THE MONUMENTS r-OUND IN PLACE AT THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 I L· SHED I 5'CLF LEGEND: o FOUND MONUMENT AS NOTED SET STANDARD KING COUNTY MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. FOUND CORNER MONUMENT AS AS NOTEO. SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" SET MAG NAIL WITH 1 1/2" ALUMINUM WASHER STAMPED "DRS 37555 VBF VERTICAL BOARD FENCE CLF CHAIN LINK FENCE D.R. STRONG CONSUL TlNG ENGINEERS t-:::t:::::::=::::::::::==t::i=::J:::hSU;R;'VF:f;'EO~5J::S7-____ ~ SCALE .. ", NO "'ED r DESiGNED: ' MV ' I IoIAJ ENGINEERS PLANNER!> SURVEYORS 10604 NE 381h PL. #232 KIRKLAND, WA 98033 0425.827.3063 F 425.827.2423 DRAWN: CWA I---t----------------------I----l----I---l CHECKEDMAt ~~~PR~W~ED~'~-----~ IoIAJ NO. REVISION BY DATE APPR ONE INCH AT fULL SCALE IF Nor ONE INCH SCALE ACCORDINGLY I I / / , , / , , ,0'0 / , / / / / / / , , , , \ \ \ / / / / / 127 / / / VERTICAL: NAVD 1968 HORIZONTAL: NAD 1903/1991 <, .... .~ CITY OF RENTON Planning/Building/Public Works Dept. o ! ---~,------·_-------,1 TREE NO. 'SPECIES OSH LOCATION ~~~~==--·---,--~~-~~~------~I CHERRY 8 SUBJECT PROPERTY -,-----!~~·-----+--·-,--.. --·-t==~~~.:....-__II 2 CHERRY ..-::'---+=~-----5 SUBJECT PROPERTY _.....::3 __ +=L:::,O:::MB::::A::::R.D~!E!0f! .. _ 10 11--_ .. ,4'-' ___ +L;;.;0;::M.f!~J!J?~fe,0;;.;P..:;L;:.A::.:R~~+--__ ..:;4,c..:;:6 SUBJECT PROPERTY ----II SUBJECT PROPERTY 5 NORWA Y MAPLE 8 SUBJECT PROPERTY 6 NORWA Y MAPLE 10 SUBJECT PROPERTY 1--~-.C7_--1 NOR WA tl!!:.PL_E ~_-I-_ .. _1 O __ -+:::SU:.:B:.:J£::.:C~T.-:P..:..R:.:O:.:P£:::.R:.:T:...Y _ __II _~8 _____ ~N::.:OR::.:W._~_Y_M_A_P_LE _____ .. I _____ ~1~0 _____ f~S~UBJEET_P_RO_P._E_R_T_Y __ -11 9 NORWA Y MAPL::;:E_-....I-10 SUBJECT PROPERTY 10 LOMBARDI POPLA;,:..R_+-__ ..:.:48=-____ SUBJECT PROPERTY 11 NORWA Y MAPLE 30 SUBJECT PROPERTY 12 DOUGLAS-FIR 14 SUBJECT PROPERTY t--_"'1.;..3 __ ... EE,UGLAS-FIR 14 SUBJECT PROPERTY . ...:...14:......._ .. !!~_S-_F._IR ___ I--_ _'_14.;,.. __ S'l.I!JECT_P_RO~PE::.R;,:..T.c.Y __ 1 ~_15 _____ OOUGLAS-F._IR_ .... _ .. __ .....:..1:,4 ___ -+:;:S.:.U::;BJ::'E:;:C..:.;T,;;P..:.R:.;0::,P.:.E::.R:.,:TY..:. _ __I1 f-_...c1;:.6 __ __If=D:.:0::.U.:::GL::A::::Se,-:..:FI::;R----+--..-:..14.:..---. SUBJECT PROPERTY 17 DOUGLAS-FIR 26 NEIGHBORING PROPERTY 18 DOUGLAS_-_F._IR.. .. , ___ t-...... _.,t..:..:.4 ___ __I..:.:N::;E:.:IG::;H::;:B:::,0:.::RI::.;.:NG PROPERTY ___ ~ __ r:D:.:0:.:U::.G:::LA:.:S:...-:,F.:::IR'--_--I __ ......:.1::.6 __ ...f-NEIGHBORING PROPERTY t--_;;:.2£.. .. __ D_0"U9_LAS_-_F.:;,:IR:....... ___ f _____ 12 ___ ... __ +S::::U:;:B;;:.JE:.:C:.;T_P:...;R,;;0:::P.:;E:.:R:..T:...Y_--II 21 DOUGLAS-FIR 14 NEIGHBORING PROPERTY !--_..:;2::2: ___ -IDOUGLAS-FIR 1 _____ .::2..:,4 ___ -I.:..:N=.;EIGHBORING PROPERTY f--_...:2::3~ __ _r::D.:::0::.UG.:::L::.A:.::S:...-:...F.:::IR:.......--f---__ =2~6--__ -+::.N:ElGHBORING PROPERTY 24' LOMBARDI POPLAR 6, 8, 10, 18 NEIGHBORING PROPERTY !--__ ..:;2~5:....... __ _t::.D;:.OU::.G::L::.A::::S--.:..FI:.:R:........----+.----3~0:.......--__ .~N~E~IG_HB __ 0_R_m_G_PROPERTY 26 DOUGLAS-FIR 26 NEIGHBORING PROPERTY 27 BIGLEAF MAPLE 18 NEIGHBORING PROPERTY 28 __ -I:...P::EA:.::R.:..-_______ I-__ .:.:12~ ___ _t:::NEIGNBORING PROPERTY t-__ ...:2;..c9. PINE 24 NEIGHBORING PROPERTY 30' RED ALDER 10, 12 EXISTiNG ROW f __ ....:3;,:..1 __ --l .. B_L_A_CK_CO_Tl_;ON_Wl_OO_D_ 10 EXISTING ROW 32' RED ALDER 9, 12 EXISTING ROW 33 BLACK COTTONWOOD 10 EXISTING ROW f----=---{=:.:=.::::.:...==-4------F=~~---II 34 BLACK COTTONWOOD 6 EXISTING ROW --=:..:_~=~~=~I-----.-.--+=':.::..c;;..:.:....:.:.::..:'----- 35 BLACK COTTONWOOD 42 EXISTiNG ROW -\--- 36 BLAC ... K_C_OTTON'!/',;.O_0_D-t-____ ..c3;,.:6_ EXISTING ROW ____ 11 37 BLACK COTTONWOOD 26 EXISTING ROW ----H 1--_.:..38 8LACK COTTONWOOD 8 EXI5.._TlN"G_RO_W ______ 1I !--_.:3::.9_' ___ f.::B;;.;LA,;;C:::K~C:::,0.:..T"::0::.N::.WI:.:O:.:0::.D~ __ ......:.Z:...,:.:8::.,:.:9:""""_4.E~STlNGROW 40 BLACK COTTONWOOD 20 EXISTiNG ROW 41 BLACK COTTONWOOD 20 EXISTiNG ROW -+--=-. --,-----.. 11 t--__ 42_, RED ALDER __ --'1f-__ :.......1:.:6 __ -t.::S=UB.J£CT PROPERTY 43' RED ALDER 14. 14 SUBJECT PROPERTY 1-____ 4_4' ___ l-'f!!_GL_E.A ... ~_M __ AP_L~_--I ... _g_, .!_0,_10 SUBJECT PROPERTY 1--_...:4:;:5_· __ -+.~_I'I_GL"IS ... _H_HO_L_L '!..__ ._,..fto) 6-B, __ SUBJECT PROPERTY 1--_46 LOMBARDI PO_PL_A_R .. ____ I 8 SUBJECT PROPERTY 47 NORWAY MAPLE ._--=1..:.4_. _+S:,:UBJECT PROPER._T..:.Y ___ H 48 NORWA Y MAPLE 34 SUBJECT PROPERTY 49' DOUGLAS-FIR 1---:--'" 1---1::::6:..., ,;;1:::,8 ___ -t.::.SU::;B:::J:;:E::.C:...T ... '!'!2!E!!.~_._ t--_.:..50:...._ WESTERN REO-CEDAR __ ._12!..,1~2 __ -t.::.SU::;B:::J:::t:::.C:...T..:..P,;;R:::0:P,£'::;R:...T:...:Y_ 51' WESTERN RED-CEOARI-_~15:::,~2::;1 __ "FS:::U::::BJ::::E:::C..:..T..:.P..:.R:::0:P . .::ER::..:...TY~--I 52 WESTERN RED-CEDAR 20 SUBJECT PROPERTY --11 53 DOUGLAS-FIR 18 SUBJECT PROPERTY .24_, WESTERN RED-CEDAR,I ___ 2::;0'-__ FSU::B:::J:;:'E.:.C.:..T. PROPERTY 55 ~_S_TE __ Rt:!.~E_D_-c.'!.e:..:A:..:Rl-_ _2:::2'-_.--,i-=S::U.:::B::::JECT PROPER",TY __ 11 1--_.::..56' WESTERN RED-CEDAR 12, 20 __ +S:;:U::..;B::..:J.:::'E",C.:..T..:,P.:.;R.::,0,-PE:;:R.:..T":'Y_-i __ 5_7_ ... _ WESTERN RED-CEDAR 26 SUBJECT PROPERTY .. 58 DOUGLAS-FIR 22 SUBJECT PROPERTY 59' BIGLEAF MAPLE (6) 8-12 SUBJECT PROPERTY . 60 CHERRY 8 I , INOICA TES SINGLE TRUNK WITH MUL TlPLE FORKS SUBJECT PROPERTY NORTH GRAPHIC SCALE 15 30 60 I I : 1 INCH: 30 FT. NOTE FOR CERTIFICA TlON OF SURVEY INFORMA TION THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSULTING ENGINEERS. fro.: " DAT(: SADDLEBROOK PRELIMINARY PLAT TOPOGRAPHY MAP 0'" r· ento . lannine, O. '. n . IVISlon SEP -,j lU12 08-29-12 flELDBOOK: PAGE: DRAWING NO: SHEET: OF: C2 8 A-NNNNAA w 2i « z c-u w --, o ~ [L :::L o o n::: m w --1 o o « (f) SSM!' I",M~5iJl. r PVC IV.'""'""-f l' PVC N.~'\UL.('''i SS(\'iH . 96)39 20 ~ ! G8 494.73 ,491,c)'i 4D;LH5 :is lH RiM=4fl8. '12 .i N.=47.'U'5 :: W,~"47J.63 d ~.= J.), , \ , 1\ \ .-" "~ 47' ["1 -· .. ········il.· .. ~.·4\j,·;~ \ CB :)Ol\ 11 , \ ., , 1 PVC N ... /;. . 12" PV(~ S."""·i-g1,,'~ii!J''"s'F;; ! \ \ \ \ \ '! 2" PVC ~.=4g5. 74- IF ,·t" n:::p !:-~o, 4;'iR 'fA \ , TESC LEGEND Call 2 Worklng Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (iD,MT,ND,OR,WAl CONSTRUCTION LIMITS & HIGH VISIBILITY PLASTIC CONSTRUCTION FENCE TREES TO BE REMOVED TREES TO BE SA VEO WEl.l. H i \ , 7 9,100 SF I·~···\·· . ,I ----I -( ___ _ \ \ \ ., 510 6 9,400 S.F. ROAD 9 9,445 S.F. TREE RETENTION CALCULA TlONS TOTAL TRf:E:S ON SITE: TREES IN ROW: OISEASED TREES: NET TREES: TREES TO 8E RETAINED, REQUIRED: 36 3 8 25 7.5 8 TREES TO BE RETAINED, PROPOSED; DR STRONG CONSUL TlNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND, WA 98033 0425.827.3063 F 425.827.2423 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. / 5 9,400 S.F. 500 ..... ". '1 I ~ .... " " , 4 9,400 SF 11 9,429 S.F. . ! J ! ! I ! I ! ! / 3 : 9,400 S.F. 12 9,421 SF. 2 9,400 SF , I i ! 'b ----'" 13 9,413 S.F. t-:==+====================:t==j===t==:hS;'URV~fY~'~SJ~s~ ____ iS""'AS NOTED ~ DESIGNED; WJ VERTICAL: NAVO 198a HORIZONTAL: NAD 1863/1991 NO. REVISION BY DATE APPR DRAWN: CHECKED: WJ APPROVE{); WJ ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE: ACCORDINGLY 1 10,690 S.F. --- 14 10,704 S. F. / / / / / CITY OF RENTON Planning/Building/Public Works Dept. I ! r I I ,~ I TREE NO. SPECI~. ______ +_--=D='8H,,-_~t()cATION . ___ _ ~ __ '_1 _--+ C:.::HE=R:;.R:..:Y _____ f-__ ..::8:....... __ +S::;;;UB:;;;"':.:'£"'C,;..T..:.P..R..0PERTY 1 ___ 2=-_ .. _ .. CHERRY 5 SUBJECT PROPERTY r-.... ..,_.-,.;:,.,--+ 1--_,c;3:........_.. LOMBARDI POPLAR;,....+-_. 10 SUBJECT PROPERTY 4' LOMBAROI P~OCP.L=A:;.R;,....~--:..:4.~,..::6:.......-__ ~~SU~B~J~'£~C~T~P.:..R~O~P~ER~TY. ___ ~ 5 NORWA Y MAPLE 8 SUBJECT PROPERTY ;;.,.;;;;c---J------''-----+==.- 1--__ ~6 ___ ,,~N~OR~W,~~~Y_M~A~P..::L~E ___ ~ __ ~10~ __ ~S~U~B~JE~C~T..::P~R~O~PE~R~T~Y_~ r ____ 7 __ ."'NORWA Y MAPLE 10 SUBJECT PRO':ERTY,.,_ 1--_ .. .:.8 ____ +Nc.:.0:;,:R:.:.W,:.:.~:..cY.cM:.:A..:.P.:L=E __ ._ f-. __ .....:.;;10:....... __ I-:S:.:U.::B;::JE:.:C"T_ PROPER TY 9 NORWAY MA.::..P.:;;LE::......_+ ___ ... .:..10::..... __ .I-S~U:.:B:.:J£.:.:C:.:T,.;P:..:R~;0::.P.::ER=TY~_-/ 10 LOMBARDI POPLAR 48 SUBJECT PROPERTY l--.......c."'--_··F==..:..:::..:::.:.:::.......+-_......:::~· ____ ....j.:=::..:c.:..c...:.:.::c=c...:....._-I 11 NORWAY MAPLE 30 SUBJECT PROPERTY r--,c.:.---~~~~.~--.---~--~~~~~~~~~ 1--_;.:;12 __ -+~D:::OU~G:::L:.;A:::.S-:..:F...::IR.:...... __ J.-__ .. _......:.l_ 4: ___ ~S~U~B~JE~C::.T..:.P..::R::.0::..P:.:ER~T:..:Y __ -I I--_.cl~ 3 __ . ___ .o:,;O:;,:U:..:G.=LA"'S:..-_,F..;:IR.'-_______ .....!! __ SUBJECT PROPERTY 1--' 14 OOUGLAS-FIR 14 SUBJECT PROPERTY 15 DOUGLAS-FIR 14 SUBJECT PROPERTY f-_..::l:.6 __ -cf:D:.::0:::U::;GL::.A:::S:..,-:.cFI::.:R_ ... _ •• __ , ____ ....:..14:....... __ !-'S:.:U.::B:,:.JE:::.:CT PROPERTY 17 DOUGLAS-FIR 26 NEIGHBORING PROPERTY ..... __ , •• _ . ......c.. ___ j-.=.:ccc.:c...... _._.:.:18::..... __ +:::D.:::0::::UG:::~.:A;.:::S_-:.:FI:R:.. __ .. _"r __ ,1..c4 __ ----I'-'N:::EI:.:::.GHBORING PROPERTY 19 DOUGLAS-FIR 16 NEIGHBORING PROPERTY _ .. - 1---..-..-C2::.O __ .I-'D::0;::U:.;GLAS-FIR 12 SUBJECT PROPERTY 21 D.~0.:::U:::GL.:::A.:::S_-:.:FI:.:.R __ -+ ___ ......:...14::... __ +~N~£':::IG::.H:=B.:::0:::RI::.:.:NG PROPERTY 22 DOUGLAS-FIR 24 NEIGH80RING PROPERTY 3,/_---l.::B:::LA:.::CK COTTONWOOD 10 EXISTING ROW c----- 32* R=:ED:...:.:A=LD:..:£'::.R~ __ -+ __ .:::9,:..:..:12::""'_-i-=EXISTING ROW 1--_..::3:.:3 __ I.:::BLACK COTTONWOOD 10 ""XISTING ROW 34 BLACK COTTONWOOD 5 EX,"'./.::S:;;TIN"'G::....;cR:;:O:.;.W ___ --I 35 BLACK COTTONWOOD 42 EXISTING ROW _. f-- __ -,-3.:..6 _--1.=B.:;LA.;,C:.:.K:,..COTTONWOOD 35 EXISTING ROW 1-_..:;3::,7. __ +B:;:L::.A:.:;C"'Kc..:..CO:..T .... 7'::.O:..:N:,:.fII.:.0::..:.OD .• __ .• ....:2:.:6~ ____ t'E::.x,:::IS:.:n.:::IN:.;;G~R.:.:0~_ ....• _ .• __ ... 38 BLACK COTTONWOOO 8 EXISTlNG.:.R:.:;O:..:.W'--___ -I 1-_;;,3.:..9. __ }F!~ACK COTTONWOOO 7, 8, 9 EXISTING !,O!!, ___ . __ . 40 BLACK COTTONfII_O_OD_I_. __ 2_0;,.., __ . ____ !XISTING ROW __ , __ 41 BLACK COTTONWOOD 20 EXISTING ROW 42 REO ALDER 16 SUBJECT PROPERTY I-..-..-C.::......~F::...:.:=~ ___ +__-.. ,..:..::::....·--·-!.:=::=.:...c...:.:..::..:::.:.:..:...----l f--4.-"!.:.... RED ALDER /4, 14 SUBJECT P'!OPERTY 44* BIGLEAF MAPLE 9, 10, 10 SUBJECT PROPERTY 1-_ • ..;,4.:..5* ___ t-E.;;:.N;,;;G.;:,LI..;.;SH HOLLY _ (/0) 6-8 SUBJECT PROPERTY :..c... __ ~ •. __ • .:.:46:......._~LO:::M:::B.:::A::.:.:RDI POPLAR 8 47 NORWA Y MAPLE 14 48 NORWA Y MAPLE 34 SUBJECT PROPERTY SU8JECT PROPE.:.:.R:,:TY __ .... _ SUBJECT PROPERTY 49' DOUGLAS-FIR 16, 18 SUBJECT PROPERTY WESTERN RED-CEOA'!. __ .....!2, 12 __ • SUBJECT PROPERTY 1-__ 5~8~ __ +::.D.:;OU:.G~L:.A~S_-~FI"'R:.... ___ ~ ___ -=2.:::2 _____ ~.:::S.:::U.:::B:::JE~C:.;;T:..:P:.:R.:.:O.:::P.::£.:.;;R:..TY~ __ --I 1--_.:.5:.9._,_fB::.1G:::L=E:..:AF~M::.A::::P:::LE~_-I-_~(~~,..:::8-~12~_4.:::S:::U:B~JECTPROPERTY SUBJECT PROPERTY L . ___ 50 CHERRY 8 -:-:=: ..... * INDICA TES SINGLE TRUNK WI TH MUL TlPLE FORKS NORTH GRAPHIC SCALE o 15 30 60 ! ! ! ! 1 INCH = 30 FT. DATE: 08-29-12 FlELOBOOK: PAGE: DRAWING NO: SHEET: Of, C3 8 A-NNNNAA w :2 « z l-e> w --0 o a:: CL ~ o o n::: m w -' o o « (f) ., , ., , , 7 9,400 SF. FF ELEV. 507. 0 SURVEYOR'S NOTES 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTEO FROM FIRST AMErilCAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 4209-1942808 DA TED AUGUST 7. 2012. IN PREPARING THIS MAP, D.R. STRONG CONSUL TlNG ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLL Y ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.' SAID SUBDIVISION GUARANTEE DOES NOT IDENTIFY ANY EASEMENT THAT CAN BE PLOTTED WITHIN THIS SITE. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON AUGUST 13, 2012. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2012. 3. PROPERTY AREA = 189,797:1: SQUARE FEET (4.3571:1: ACRES). 4. . ALL OISTANCES ARE IN FEET. 5. THIS IS A FIELD TRA VERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICA TlONS. 6. UTILITIES OTHER THAN THOSE SHOWN MA Y EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLA TlON VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCA TlONS SHOWN ARE APPROXIMA rE ONL Y. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCA TlONS SHOWN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSUL TlNG ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Cenler (iD,MT,ND,OR,WAl " 6 9,400 S.F , F F £LEV. 508.0 ., ., ., .. ! /u.v:, ,/ / / 5 9,400 S.F. FF ELEV. 508.0 --70.05' ----'- TOWNSHIP 23 N, RANGE 5 £, 4 9,400 S.F. FF ELEV. 508.0 70.05' .-- , , / 3 ;' 9,400 S.F f/. F ELEV. 506.0 I , I I I I I --70.05' 70.05' W.M .. 64.47' . I I I r r I L "" , Q <' ~ ~ '-.. , I\)! ""I ~ "" ~ ~ "" ~ ~ '- ~ PROJECT SITE bl I 1'-~ bl "" ~ I~ f!:1 j "" ~ f!: <0 ~ ~ I I / iF -C$.f 2JYD PI I I \( 1 j----J VL VICINI TY MAP 1"-200' ----------@ ----+-1 ----== . 70.05' ----:-'-,r-- ---";;-:::,:r-70.05' 14+00 --11--_ o .' 15+00 -t-I---, ~ ---- PROJECT DA TA: TOTAL SITE AREA: TOTAL PROJECT AREA: SITE ADDRESS: 189,797 S.F (4.357 ACRES) 200,418 S.F 13426 156 TH A VENUE Sf RENTON, WASHINGTON NOR.TH -~ -,---.7' -;r;;:;r.-- 70.05' ---r-- -70'.;:0"'5''''--.'----- TAX PERCEL NUMBERS: 3664500260, AND 3664500261 9 9,445 S.F FF £LEV. 506.0 LEGAL DESCRIPTION.' x .......... · .. 50·· .1 ..... + ... ~""~'<-(-~- 10 ;. 9.437 S.F! FF ELEV. 50~.0 I x ! p' o ..... •• J T .... " 70.05' ... ' I:JU LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO. 7612010798, IN KING COUNTY. WASHINGTON. REFERENCES: 1. JANETr'S RENTON BOULEVARD TRACTS RECORDED IN VOLUME 17 OF PLATS, PAGE 60. 11 9,429 S.F. FF ELEV. 506.0 2. LIBERTY GROVE RECORDED IN VOLUME 241 OF PLA TS, PAGES 26 THROUGH 28, UNDER RECORDING NUMBER 2007053000D037. VER TICAL DA TUM: NAVD 88 PER KING COUNTY VERTICAL CONTROL BENCHMARK: KING COUNTY SURVEY CONTROL POINT 3744: FOUND PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAO SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. BASIS OF BEARINGS: N00"29'OO"E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 . I 12 , , , I I 13 , .. 9,421 S.F FF ELEV. 504.0 9,413 S.F F.F ELEV. 503.0 7Q05' 5'CLF LEGEND: ., ., ., ' . ., ., " tfj FOUND MONUMENT AS NOTED " 70~ ., ., SET STANDARD KING COUNTY MONUMENT WITH BRASS DISK STAMPEO "DRS 37555" IN MONUMENT CASE. o FOUND CORNER MONUMENT AS AS NOTED. lj! SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "ORS 37555" SET MAG NAIL WITH 1 1/2" ALUMINUM WASHER STAMPED "DRS 37555 VBF VERTICAL BOARD FENCE CLF CHAIN LINK FENCE DR. STRONG CONSUL TlNG ENGINEERS SURVEYED: SCALE: ~::::t:::::::::::::::::::::::::::::::::::::::t=::::t:::::t:::::~D~"~"NN.ED~~:S~--------i AS NOTED ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL. #232 KIRKLAND, WA 98033 0425. 821.3063 F 425.821.2423 NO. REVISION BY DATE APPR DRAWN: CHECKED: MAJ APPROVED: MAJ ONE INCH AT f1.JLL SCALE IF NOT ONE INCH SCALE ACCORDINGLI' VERTICAL: NAVO 1988 HORIZONTAL: ~.tAO 1983/1991 PROPOSED NUMBER OF LO TS: EXISTING ZONING: PROPOSED ZONING: DENSITY PROPOSED/PERMITTED: TRACT "A"; LAND IN PUBLIC STREET: SCHOOL DISTRICT.' ELECTRICITY AND NA TURAL GAS: WA TER DISTRICT: SEWER DISTRICT: TELEPHONE: 14 R4 R4 3.86/4.0 STORM DRAINAGE TRACT 21,437 S.F (0.492 ACRES) 31,683 S.F. (1.011 ACRES) RENTON #403 PUGET SOUND ENERGY WA TER DISTRICT 90 CITY OF RENTON CEN TUR YLiNK SHEET INDEX: CI OF 8 C2 OF 8 C3 OF 8 C4 OF 8 C5 OF 8 C6 OF 8 C7 OF 8 C8 OF 8 Nl OF 1 T1 OF 1 LAI OF 1 PRELIMINARY PLAT MAP TOPOGRAPHIC MAP TREE CUTTlN,G. LAND CLEARING PLAN CONCEPTUAl. GRADING PLAN DRAINAGE CONTROL PLAN UTILITIES PL~N, GENERALIZED ROAD PROFILE AND CROSS-SECTION DETAILS ROAD PROFILE AND CROSS-SECTION DETAILS NEIGHBORHOOD OETAIL MAP PRELIMINARY TRAFFIC CONTROL PLAN CONCEPTUAl, LANDSCAPE PLAN " , NOTE FOR CERTIFICA TlON OF SURVEY INFORMA TlON THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON IS BASED UPON A FIELD SURVEY BY D.R. STRONG CONSUL TlNG ENGINEERS. NORTH CITY. OF RE",ITON Planning/Building/Public' Works Dept. o I GRAPHIC SCALE 15 30 I I 60 I 1 INCH = 30 FT. SADDLEBROOK PRELIMINARY PLAT PRELIMINARY PLAT MAP ji"'~ • ~~-'" iti;r rt C ,,,'- SHEET: Cl OF: B A-NNNNAA N 5 ~ o '" w ~ o o ex: rn w --1 o o « (f) IC fJ" pvc IF 8" PVC N""·4,0Lt", SSi\lH HjM:;~tl96.89 IE 5'; PVC S.,,,,,4fHl2G --- rYrEI CB RiM,·4S4,73 12: 1 PVC 3.=491.51 !t: 4'" PVC !:,.;;~492,t.l:) 5S ,iH RiM,04SB.12 iF a" 0\fC N.,,,,,4 10,33 j£ g" PVC W.=Jt'73.G3 IE If ~ .;~, ,':.J"c.:~t J. J P Ii " 'I I, i! , , I I I: I ! I' ~\i. ' II I' ,U tj') I ' '"'(''' '7" I" ~, '~·"·,h<;·1 I II I Call 2 Working Days Before You Dig 1~800-424-5555 UUlities Underground Location Center (iD.MT,ND,OR,WAl I " NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. IRIM=5c:i11 -1£ 1 PVC i'j""ocSOOAO 1E 1 PVt,; S."'<)OO,~hJ I I \ 1,- , \ fa -'I I , I" '-, I I I 7 I I" I I ,I I " I' ,I 6 I I I F.F ELEV. 507,0 I j\, I I \ F. F ELEV. 50/3,0 \ \ rcpc: !i (;8 '; RH\\~"'}!}9,4,O L ~OUSE . it: 1 PVC t·~,~·=405.57 W '12" PV:; ~~."'~4B5, /,1 iE ,.~" cpp E ,"-'" 486, 7B DR STRONG CONSUL TlNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL. #232 KIRKLANO. WA 98033 0425.827.3063 F 425.827.2423 'r:-- I '!" I I 9 I t I F.F ELEV. 506.0 L \ \ \ . -\- -- FIRE HYDRANT (TYP.) ~ ~;,:: '~, :::--- '. -. " I I" I I II I I I I I I I I ~ I x I I I I I 10 ';' I F.F ELEV. 50j.0 I x I 1 I ~i-·-,~ -- I I I 11 I F.F ELEV. 506,0 I I L I I I I I I I ~ r:- I I I I I I L ! , .. , t-:==~===================t:==t==t==f,S;UR~"~YE:'5J:S~ ___ ~ seACE'.", NOTED t-DESIGNED: f'\o,;) MAl NO, REVISION BY DATE APPR DRAWN; CWA CHECKED; MAl APPROVED: MAl ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY --:----- 12 F.F ELEV. 504.0 I r:- I I I r ) I <\1 I , I' \ I I 1\ ~ L VERTICAL: NAVD 1888 HORIZONTAL; N"D 19aV1991 55 sn,,,-, 13 (TYP) I I ,I. I 'I I 'I I 14 I I I ./ '1'/' / F.F ELEV. 503.0 I I F.F ELEV. 50/:'0 I . I I I I I ~ L CITY OF RENTON I ! SAN~1AHY MANHOliE \~ R1M=~9~·(t2 ~3\;i""%,!,,;:/ R".i 2 10"PVC S~Ai,9,72 ", COrK WALL Planning/Building/Public Works Dept. / i" I T~ ~-" I r r r SADDLEBROOK NORTH GRAPHIC SCALE o ! 15 30 60 t_ !Ii---~! ""'I'. " . ,1 INCH = 30 FT, ,\ . ..1 ~V of 1"11_. Plannfllg O. , . on 1\lISIOn DATE; 08-29-12 PRELIMINARY PLAT . UTILITIES PLAN, GENERALIZED Sf.P -4 l012 FlELOBOOK: PAGE; DRAWING NO! SHEET: OF: C6 8 A-NNNNAA w ::;;; <t Z o w -, o ~ [L ~ o o 0::: m W -1 o o <{ (f) NE 1/4 SECTION 141 TOWNSHIP 23 NI RANGE 5 £, W.M .. 1-..·----,-----[------·······--1 -I -,-- I A.Q. = 14.00 PW STA -10+84.51 PW eLeV 1 508.61 I K .. 1.43 PW eL~V = 503.93 I I A.D. = ~,5.15 ----~--530--I"""·~-l' --!~~~_' -----'--t-------.----..,--,-------.-.-+----.--I~==:j:::I ... =---==-·--=-·=·=+-!I=····=--=--j;.;,:r~ .1 ·1 . I I I I I ~ I ~ ----.---....... -------)--.... . .. -; ~----.. ~ ;----T--I ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ 'Xl '" I t_~_~,", ~""~,, __ ,ill ! ... . ... . -_ ... -.-.-+ ----.--.-----+-'-1 -. . . .... - ----.----~~ ; . ---~ ---J--. -~.-t-. r:#, . " I t I ._ ....... . I • ! , ...... i 1---·-·----·----·--+·····-·-· .--.. ---t [ I j I I . L.P. !cLCV = 50/.56 1 L.P. ~TA = 15+ 74.;~ 1-':~r{:~7~1-·--- i---+----1 0.0000' VC . ~;i .. -.. -........ . -f:l ~ 10 2.00% J--../ 1··--·_·_-----_·+ . ..... -. -.. --...••. ----.-. i---···········---·· .. ·-··-f----------.. ·---· .-.-----.--.. -.-.. -+-.-... --- I I I I . ____ • ___ . _ L ... _. _ .. __ _ ! I --.490·-·-1-.. ---·_··-.... -.. ··· ---.. -.---. -.... --. ---'-' ----. -.. -.-. ------.-. ..+------'--1' .-.... . .. ' ... -......... -... -..... -.... .......-... . . . . ....-.--.-.. ..... --... -....... --. . ..... --1-· --... -.----..... +.---.--...... ' ---. -.-+.. ........ --490 .. ·--- I "' " 0) " 10+00 Call 2 Working Days Before You Dig 1-800-424-5555 Utilrties Underground Location Center OD,MT,ND,OR,WA) ",c ,,"I 0) " "'~ 10+20 ~R ':~ "'0; "'\'J fX~ "c:; "'If) 10+80 I ~~ "'<f ~~ 13.5' CATCH BASIN & STORM SEWeRS SEc PLAN ",'1: "'I!l "c "'If) 11+40 I "'~ "C~ "'<.0 "" ~fij "c "'If) 12+00 ,t.:,vt(" AND GUTTeR PeR DUAIL I I ,,'" ""~ ." "" "" ~fij "t:> "'If) 12'1-60 SUtiGR,~OE SLOPE r 0.02 FT/FT J) ~~~~~> 8"~ 2" COMPACTED DePTH CLASS B ASPHAL T CONCRETE 4" MIN. COMPACTED nnm,..J ASPHALT TREATED BASE ,;:;;R:;f-'O A,-"D",--'-,-,'A~" /}. NTS \y ""c "If) " '" "'~ r, \ l8"SS ROA[)J "A II "," "!i1!i ~(Q "t:> " "'<.0 "'to Q "'c ~~ "'~ "'If) 13+20 13+80 13.5' 6" CRUSHED ROCK: (1W'MIN COMPACTED DEPTH W/ % "MINUS \CRUSHED ROCK SURFACING BASE COURSE & 4Y;," MIN COMPACTED OEPTH OF lY;," MINUS CRUSHED SURFACING BASE COURSE) 12" GRAVEL BASE, CLASS "8" MAY BE REQUIRED DEPENDING ON SOIL CONDITION COMPACTED SUBGRADE, FREE OF FINE -GRAINED OR ORGANIC SOILS I ":~ -~ "'!;i! "'R .-615 615 8~ 0Ci\'J "'If) "'ttj "'If) ~f5 14+40 15+00 .' -.-~", DR. STRONG CONSUL TlNG ENGINEERS SURVEYED: SCALE: ~====t:==============::==================::::~====t:::==t:::::~DmES~''"~ED~~:S~------~ MAJ AS NOTED ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND. WA 98033 0425.827.3063 f: 425.827.2423 NO. REVISION BY DATE APPR DRAWN: CWA CHECKED: MAJ APPROVED, MAJ l ONE INCH -AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY "g 8N "'~ VERTICAL: NAVO 1986 HORIZONTAL: NAO 198J/19S1 c-~~ ~~ Qc ,,- "'If) "'~ 15+60 r-:~ af:l ,"' ttj 1{5+20 CITylOF RENTON I Planning/Building/Public IWorks Dept. '" ti "' o , o : GRAPHIC SCALE 15 30 d : 1 INCH -30 FT. HORIZONTAL 5 10 l. : 1 INCH -10 FT. VERTICAL 60 : 20 : SADDLEBROOK City Of!? DAT08_29_12 PRELIMINARY PLAT P/;;'inin"l'fnjrnj)jrn:'f,,,,",,,,,-,,-,.--I " D1v/ " "". ROAD PROFILE AND CROSS SECTION DETAIL~, S/C~!RA=;!NG"""'NO;--I p -41012 SHEEr: OF: C7 8 A-NNf~J[\IAA m o ~ N o Z'. o ~ ro w ::;; « z t; w -, o ~ [L ~ o o 0::: m W -1 o o « (f) NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. ... . ...... -.. -.~-....... ·--····~llr~--·~ -······T-·· ~I I ., ... ,,"--" ., C:; '" ; I ; +'1> ,I ---I ~'iI!il I I _-------I , i ~'it ~ [' I I I I I I -----I .-.~-_--=LI-~---1---~--i==-l --+-.. --.. ----.----······1-·,· .. -.. --.,.,--,-1-.-.... ,.. 5001 I : I I .... -..• -_ ... _" I 20+40 21+00 21+60 22+20 22+80 23+40 24+00 r-"'T---1--" ------,----'--r --,-'I -----J T---l···----r-~r !'---:---------1 f-·· .---------------. -" -----~,-+ ---L--~~ i--t--+-+--+--+ . ·····-·I-~+-----'-'----j _--L----~I----------l I l_= ---I --~ ... -.. -._-.,-~-,-.. ,.-.. -... , .. -, ... ,--,-,.--=~=!='='-==~='r----~= .. =----.-.. . ,----.-.... _ .. -... -.... -~-+-"'-'_.'.-. -,.----, .. ,--------I I .-.,.--~----"--, I I 'I 1'-· --490--·-I-··-'~-·--···--_.-, --..... -----.-.. -.,1 ,.--. . I 1 j I -,---... .--~ r---'·'"'"·_-"' ~-" .... "'-,--.-" ... ,,-"-,<~--... ," ... ,,-••. I 1 I I ! __ --+-: __ +-_--+ __ -+-1 __ +--__ i-I ___ fl_1_5._8_T~ A VEN4IE SE I I I <0 g '" 30+00 30+60 31+20 31+80 32+40 33+00 33+60 -··'·--·1' -----------, .... -.-.----,--. -.---J I I '0 ~ o ! 34+20 GRAPHIC SCALE 15 30 ! lao 1 INCH = 30 FT. HORIZONTAL I I i ! 60 ! o 5 10 20 ' .... ~! .... ~ .......... ~!' 1 INCH = '10 FT. VERTICAL ··.··········480-1 . ~~~~~~--~~~.~ Call 2 Working Days Before You Dig DR STRONG CONSUL TlNG ENGINEERS t:==t====================t:==t:==t=::j;S;'UR~"~YE~SJ:S~ ___ -i SCALE' . ., NOTED t DESIGNED: ~ IAAJ 1-800-424-5555 Utilities Underground Location Center (lD,MT,ND,OR,WAl ENGINEERS PLANNERS SURVEYORS 10604 N£ 38th PL, #232 KIRKLAND, WA 98033 D 421i821.3063 F 425.827.2423 NO, REVISION BY DATE APPR DRAWN: CWA CHECKED: IAAJ APPROVED: IAAJ ONE INCH AT FULL SCALE If NOT ONE INCH SCALE ACCORDINGLY 2" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 17' 30,5' R,O, W. HALF WIDTH f~ CEMENT CONCRETE CURB &-GUTTER 0,5' ROW '" DEDICA nON cj 0: ~ t:l fil 4" MIN, COMPACTED DEPTfI ASPHALT TREATED BASE \ \ CATCH BASIN & STORM SEWERS SEE PLAN COMPACTED SUBGRADE, FREE OF FINE -GRAINED OR ORGANIC SOILS 6" CRUSHED ROCK: (&;," MIN COMPACTED DEPTH W/ %"MINUS \CRUSHED ROCK SURFACING BASE COURSE &-41;," MIN COMPACTED DEPTH OF 1!12" MINUS CRUSHED SURFACING BASE COURSE) VERTICAL: NAVD 1968 HORIZONTAL: NAD 191'13/1991 12" GRA VEL BASE, CLASS "B" MA Y BE REQUIRED DEPENDING ON SOIL CONDITION EAST HALF 156TH AVE SE0 NTS 30' R,O, W. HALF WID TH CEMENT CONCRETE CURB &-GUTTER SUBGRADE SLOPE 0,02 FT/FT 6" CRUSHED ROCK: (1M," MIN COMPACTED DEPTH W/ % "MINUS \CRUSHED ROCK SURFACING BASE COURSE &; 41;," MIN COMPACTED DEPTH OF 1M," MINUS CRUSHED SU."FACING BASE COURSE) 12" GRAVEL BASE, CLASS ''8'' MAY BE REQUIRED DEPENDING ON SOIL CONDITION WEST HALF 158TH AVE ~§0 30' 2" COMPACTED DEPTH CLASS B ASPHALT CONCRETE 4" MIN, COMPACTED DEPTH ASPHALT TREA TED BASE COMPACTED SUBGRADE, FREE OF FINE -GRAINED OR ORGANIC SOILS CITY OF REi\J TON SADDLEBROOK PRELIMINARY PLAT ROAD PROFILE AND CROSS SECTION DETAILS Planning/Building/Public Works Dept. PI 'DAT,' 0ll dnning /Ji,Q,,~orf9-12 FI£L0500K; SEP -4 OF: 8 A-NNNNAA w ::2: « Z c- O w ---, o 0.:: <L ~ o o n::: m w -1 o o « (f) ;:.:)1111-1 RiM-",50].}:5 IE 8" PVC 5.=40A,50 i{iM""; l[ a" pvc W."",492, IE 8" PVC N.;-:x49;{.5? Srsi~1H H1M,~,'49G_B8 IE 8" PVC ='.=4·88.20 TYPF 1 \25 R!r'f1~"494.73 iE 12" PVC S,='~91.51 lE 4-" PVC Ey"492,i35 SSki' R1M-'~4-88, 1.2 lE ~r' PVC N.,~47<3.:i3 IE 8" PVC W,o::4J3,e~) IE 8" PVC S."'";473_ :i3 ~~~~~~~--~~ Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Loca.tion Center (JD,MT,ND,OR,WA) ./ \ \ I IVPE I Ci3 RIM~503.47 'IE 1 PVC N. %"'ofIOAO 12" P \Ie S. :::::500. ·40 ; ; PVC 5. ~-c; 485,7 4· IE 4" CPP E,,,,""'l-Htj,78 NE 1/4 SECTION 141 TOWNSHIP 23 N, RANGE 5 E, W.M .. 1-------504 L '.' CONTROL HCl)S!~ 1 I I .1 I 7 I'J F.F ELEV, 507.0 I l' I I >1-_-/,1- / .. . . POND 5' LIVE STORAGE 4' DEAD STORAGE . , , , 6 F F ELEV, 508.0 ; ; 9 FF ELEV, 506.0 ; -'.- I I .. '1· I I I I .J I I I I I I I L I I ··1· .. I I I I ; ; I --.-' == .. ~." ....... ./ 1 . ;'r '1'./ I ! I I ! I 4 ! I I I I! FF ELEV, 508.0 I 5 FF ELEV, 508.0 I I I . .J L . .," " SUo' -, .. " .1, .•... -. X"_.l -I- I I K I I I I I I I I I I I I I I I I I I I L 11 F F ELEV, 506.0 -.l I I I ! I ! I L. I I I I ! I I L -I ~ I ; /' 3 !f.F ELEV, 506.0 i i -'- • ~ .. 12 F.F ELEV, 504.0 ; ; I I I I I I I I ! I I L I I I r ) I <\1 I " I ,I I r\ DR STRONG CONSUL T1NG ENGINEERS r:==1====================t:==t==t==iS;'UR~Vf:Y;"~SJ:S~ ___ ~ SCALE .. ., NOTED ~ DESIGNED: ~ I.W VERTICAL: NAVD 1988 r!ORIZO~JfAL: NAD 1983/1991 ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLANO, WA 98033 0425.827.3063 F 425.827.2423 NO. REVISION BY DATE DRAWN: CHECKED: I.W APPROVED: I.W APPR !--_O=",-,E INCH ..... I AT fULL s~ If NOT ONE INCH SCALE ACCORDINGLY 2 F.F ELEV, 504.0 i , -'-; .' . 1 .~ [ .~. I I I I I I I I I I L I I I I 1 F.F ELEV, 504.0 I I I I I ,~, ./' I· I I I i I I /' ..-13 FF ELEV, 503.0 ; \ I I II I I I I ~" CITY, OF ..lI REN~ON I 14 1/'/ / / FF [LEv' 5~:/O I I I SAN~{Af'Y MANIIOI!!. .2 V'-4~'ill]j.!J2 'iv"WH.!'i. CONe WALL CONe WAt l 11" CPP !E;:o:;;495.76 . I Planning/Building/Public Works Dept. i lL_ .. ~-- {j; ! ;n II I lill F?' i.*. I, l~ i - i ! r i "$; T I'" 'I frO D 1 I II i i' ! . I J'I 'J) , 11 City of Renton Planning Division SEP - 4 1012 SADDLEBROOK PRELIMINARY PLAT DRAINAGE CONTROL PLAN NORTH GRAPHIC SCALE o 15 30 60 ; !! ; 1 INCH = 30 FT. DATE: 08-29-12 FIELDBOOK: PAGE: DRAWING NO: SHEET: or! C5 B A-NNNNAA ~------------=~----~--------------------------------------~---------~~\ -rYPICAL-fR~r 10 Br R~MOVW SSM"\I 501.5 192.72' 192.82 , , I , \ , , \ ~ \ , / / \ 0' WIDIH L-AND5CAPt: BUff~R \ \ 21, 10' WII71l--1 lANDSCAP~ BUff~R TYPE II C8 PLANf 5CHt:tJUU== 5YM~0l ~OfANICAL. NAM8 / COMMON NAM8 QUANflfY l----Cercidlphyllum Japonlcum / KAiSURA 12 tnuja pllcata / VYr5-rrr:N PfI7 CWAR 15 1----P seudoLsuCja menzies II / DOUGlAS fir: 15 C ISws h4bridus / VvHlrr I(OCKR05~ Cornus 5tolonifera / RWIWG DOCiWOOD MWlca califomica / PACifiC WAX MYR1t~ 12 ~ Rubus pentalow? / BRAMBL-t: 14 410 ~ NotrirrlCjated lawn 51Z8 1,0" cal. 15 II cal. 6' ~\; min, 2-Cjallon -rYPICAL-fRrr 10 B~ Rt:iAINW !~-~.--~---"'::::- I I I I PROPOSED 5' WA EASEMENT S87'49 _:;-1 I I 1 I I 70 OS' / / 1----. -._--.- I I I I , , , 5 I 9,400 S.F FF ELEV 5080 FIRE NYDF?ANT (ryp.) 587'49'50"£ 4 9,400. SF r F £LEV 508.0 587'49, rV8T44'78"W PROPOSED 8" D./, WAlEN MAIN 587'49 '50. "E / STAPLE ~ ZREINFORCED RUBBER HOSE 13 8"W 1 10.,690. s.F. F.F [LEV. 504.0. ·1---· -. -__ _ I 1 1 1 1 I I 1 1 . --I ~ I I ----r I L---.--________ '--.J 12" 12" , WIDIH lAND5CAP~ BUffrR ~~~+-1===:=-IO' WII7IH lAND5CAPr BUff~R ~~----'tf-T--IO' WIDIH L-AND5CAPt: BUfft:R "'+I1-'F----f--l1f-----i---10' WII7IH lANI75CAPt: BUfft:R 9,413 SF FT ELEV, 50.3.0 70 S87'49'5C(£ 12" lANt7SCAP~ NOreS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED, CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 fUL-l-/ \/vtL-l--BRANCHW PlANi 40' O.c. OR VINYL W/16 GA. WIRE TIES 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. fUll-/ VYrll -BRANCHW PlANi 40' O.c. f Ul-l-/ VVfl-l--BRANCHW fU~~ / ~~~-BRANCHW fUll, / VYrL-~-BRANCHW fU~~ / VYr~~-BRANCHW fUlL-/ VYrL-l -BRANCHW PLANf56" O,C, ROOT ADJAC 2" MA':.--. SPECIFIED TREE ~H,KCI~)---~ INSTALL 'TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1"-2." HIGHER-_____ THAN IN NURSERY WATERING BASIN --~ UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR illJ8l!. L.._ PRUNE DISEASED AND BROKEN BRANCHES I r-------HOSE & WIRE TIES, SEE DETAIL ABOVE ,----REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SErrLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-2D-10-5) ;;:,p'!fft-SCAr<IFY PLANTING PIT SIDES AND BOTTOM *f---6'" DEEP, FIRM, NATIVE SOIL MOUND k-..1~:22:~~~'!:I,-_-I~~!~ HEAVY SOILS, AUGER 8"x6' DEEP O HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING, NOT TO SCALE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATEO ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES p.s SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS, 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" OIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOlt SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE, A, DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATIER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE, A, GENERAL, ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT, THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM, ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER, QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITIEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED, IRRIGATION SHALL BE SUPPLIED VIA ABOVE-GROUND TEMPORARY IRRIGATION SYSTEM OR WATER TRUCK. SUPPLEMENTAL WATER SHALL BE PROVIDED FROM MAY TO SEPTEMBER, 2" INCHES PER WEEK OR AS REQUIRED TO PROVIDE ADEQUATE WATER FOR PROPOSED PLANT MATERIAL, 12. LANDSCAPING SHALL BE DEFERRED UNTIL BUILDING PERMIT. o SEP -42012 30 60 120 VI :z o VI 2J c:t:: CERTIFICATE No. 774 lA--O 5H~~f I of I w ='" <{ z ti w -0 o cr 0.. ~ o o et:: m w -I o o « if) SSMf-i RIM=4-9f).(;9 IE B" PVC , \ , \ 22+22.83 {1167H A \£ I, =10+00.0 (ROAD' i TYPE 1 C8 f~iM~~{94-. TJ IE ! :t' PVC SJ,,49-L;31 it: 4" PVC Loodt 9-2JJ5 Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (iD,MT,ND,OR,WA) . ;-. .,~ \ , -Ii. 1 ! i i 1,_1, .' 'iE i 7' PVC N.~500AO fD ~ -l> '" \ lYrE II GEl \ RlM=489.40 IE 12~ PVC N.=485.57 j£ 12# PVC S.::::M!5,74 IF" A" rpp F =4(\r, T~ HCUSC I I I I I I I I , , I 7 9,400 S.F. F.F ELEV. 507.0 DR. STRONG CONSUL TlNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 381h PL, #232 KIRKLAND, WA 98033 0425.827.3063 F 425.827.2423 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, w'M .. 510 r ---- - --'~.---', :-1/ I I I I I I I I I i I I x. I I, 6 I I "" I I I 9,400 S.F. ,;, I \ F.F ELEV. 508. a l I I i I l I I I " .,., 'i I L __________ !-I [---------1 I • 1 I 1 ' ... -" .. " "" ~, ,. I 9 9,445 S.F. FF ELEV. 505.0 1 1 1 I I I 1 I I --\::-----_-.J 504 4. r---·----__ ~ I ' r----""" " ~,/--~"./-I 1 L ·1-'/ I I "I I I I I I I I I I I I 5 I I I I 4 I I 9,400 SF.: 9,400 S.F. I I' F.F ELEV. 508.0 I F.F ELEV. 508.0 I I I I I I I : I L ___________ -I L I ----------1 -------"-'<--1 I I I I I I I I I I I 11 I I 9,429 S.F. I I F.F ELEV. 506.0 I I I I I I I I I I L---______ J SURVEYED: SJS DESIGNED: MAJ DRAWN: r-------__ ~" - I /i·-r ---------, I I I 1 I I I I I I I I I I I I I I I I I : 3 I I 2 I I" I I I I :' 9,400 S.F. I: 9,400 S.F. I I IfF ELEV. 506.0 I I F.F ELEV. 50.4,0 I I I I ,--J I: I I : I , I I ' I L_L_____ -I ' I " --L ___ L__ I >' / .'-. '. . '. ,4-"";:""_ / --_----.J / / / , , , [---------1 I I I I , , [--;7"'------1 I " I I . I I . '.r' 1 I 12 I ,[ 9,421 S.F. " I F.F ELEV. 504.0 '\ I • 'I, I ' I I : 13 : I 9,413 S.F. I I F.F ELEV. 503.0 I I I I --I I 1\ I -,:-------_ -.J I' I L ~'" I I L---______ -.J " GENERAL NOTES: SITE AREA: PROJECT AREA: 1139.797 S,F. = 4.357 ACRES 200,417 S.F. = 4.501 ACRES , , 1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVEO DROP-OFF SITE. 2. FILL NEEOED IN EXCESS OF ONSITE SOIL SHALL BE IMPORTED FROM AN APPROVEO SOURCE AND SHALL BE APPROVED BY GEOTECHNICAL ENGINEER. SCALE: AS NOTED VERTICAL: NAVO-1988 HORIZONTAL; NAD 1983/1991 I ....... , 1 r ~'~.....::....-~.,""= --_ : I ....., -~ I" I I I I I I I I I I 1 I I I I 10,590 S.F. I I F.F ELEV. 504.0 I I .'.... I I I .'~. ~I' I I I L -'-______ -I ! 2" r;pp it: =49;;.85 • PRELIMINARY SITE I CUT VOLUME (cu. YDS.) I II ,,4 ~. M II ~I k }, I ~' I, '~f) II !!X) :, ' Ii ~ ! ! '-t , I J, 'f I V) I .I ! I • L< (fl II .,oG I . II f , I r-.J.2'+OI~.92 (1587H A \£ SE) =16+49.72 (ROAD "A") VOLUME CALCULA TlONS FILL VOLUME NET VOLUME (CU, YDS.) (CU. YDS.) , 3,237 CUT I 8,873 5,636 NORTH I CIT'/: OF RENTON *THESE VOLUME CALCULA TfONS ARE APPROXIMATE ONL Y AND DO NOT TAKE INTO ACCOUNT STRIPPING, ROAD SUBGRADE, COMPACTION OR EXPANSION .. CONTRACTOR SHOULD USE THEIR OWN CALCULA TlONS FOR CONSTRUCTION PURPOSES, o I o· GRAPHIC SCALE 15 30 ; L. 1 INCH = 30 FT. DATE: 60 I SADDLEBROOK fJ/<!nnin I' Renton 06-29-12 PRELIMINARY PLAT gOI"Sion FJELDBOQK: PAGE: CWA 1---+--------------------+---+---+---1 CHECKEOt.u-.J ONE INCH I AT FULL SCALE: - If NOT ONE INCH SCALE ACCORDINGLY Planning/Building/publiC! Works Dept. CONCEPTUAL GRADING PLAN SEp -" 2012 t9i If;' ,,';, ., DRAWING NO: NO. REVISION BY DATE APPR ~~~"~~~m~,----------~ MAJ I t; tC'/!i§llf(f;", SHEET: Ol"~ C4 6 A-NNNNAA I ~------------------------------------------------------------------------------------------------------------------------------------------------------------------,----------------------------------------------~~,,~i»»» CD;S~~~~ --~fr@llll9 Planning Division ffi\[p)o[R1(Q)'¥'lE[Q) By CIJ1e5.5?lD() Ibe~ Date (;, 10' WltJfrl LAND5CAP8 i3UffeR Iv\O~IUlv\f ~Ji 51C1~1. tJblC1N fO Br Dr1tRMINW , i; i, I" :," i 14"DECID. 7 6 5 9 10 '. . 1"'0' N8F49'50"W 440. 78' :, 4 3 .:c. . ... , 11 12 NOR1I1ffi o 20 10' WID11 LANDSCAPe [?UPfeR, 10 i3r IN51A~W Ai 'nMr Of HOMe:: CON5fRUCflON 40 80 JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 08-22-12 SCALE: AS SHOWN JURISDICTION: RENTON lA-O 5H~~r I of 2 I I I I I I I 21 I I I I I I 26"EVERGREEN ·V 2 13 8 () 1 'f UC\CIi 1 : . ---.--- Q 1 14 ----c""-~ . . , , I I I I. L ... L t l '" - PlANf 5CH~DUl~ BorANICAL ~IAM~ COMMON NAM~ ~F=~-:;p;;-;;;:;--Acer plat. Y. trun, I NorweCjian 5un5ct l ;¥-, Red Maple l{L--\--~-Cercldiph~lum japonicum*" Kat5ura -5tewartla koreana* Korean 5tewartia I-£--~~t----"'c--#'--P5eudot5uCja menzle5Wx<' DouCjla5 fir .~~:s.. ____ -Ihuja plicata Wc We5tern Red Cedar }---Acer circinarurn*' Vine Maple ~.- @)--- (@- @\----- QI----- @-- ~~---------.---- SHRUBS and CiROUND COVE:R ~uon~mu5 5P, I cAold 5pot I *' Carey. te5tacea*' Pennlserum alop, I Little Bunn~l*, Vacclnium ovarum*' Lavandula sp,'* fuon~mus fortune I I ~merald cAaid{* fuon~mu5 fortunei Ifmerald n cAold l,* Nandina dome5tica Ifire Power l,* CI5tU5 h~bridu5* Hel idotrichon 5emperviren5* Myrica callfornlca* BerCjenia* P lerls japonlca I VarieCjata I 'i\'c Mi5canthu5 5inen515* ®--'rnuja occidentali5 15marCjd l * ~uon4rnu5 OranG]e 5edG]e Dwarf ft cAr·a55 ~verG]reen Huckleberr4 Lavender ~uon4mu5 fUGnyrnu5 Heavenly Bamboo Rockro5e Blue Oat cAra55 Pacific Wax Mwtle BerG]enia Plerl5 Maiden cAra55 r.rnerald cAreen Arborvitae QUANrlfY 18 9 5 15 8 II 27 68 51 25 46 S> 0 41 21 64 24 22 2 115 140 51Z~ 15 11 cal 1,0" cal min, 10 1 ht min, 6 1 ht min, 6 1 ht min, 6 1 ht min, 24" ht I G]al I G]al 2 G]al 2 Gjal 2 G]al 2 Gjal o G]al 2 G]al 2 Gjal 2 Gjal I G]al S> G]al o Gjal 6 1-11 ht full and MatchinG] full and MatchinG] full and MatchinGj full and MatchinG] full and MatchinG] full and MatchinGj full and MatchinG] full and MatchinG] full and MatchinG] full and MatchinG] full and MatchinG] full and MatchinGj full and MatchinGj full and MatchinGj full and MatchlnGj full and MatchinGj full and Match InGj full and MatchinGj full and MatchinGj full and MatchinGj full and MatchinGj STATE OF M. "'"'.00 CERTIFICATE No. 774 frica 5P, I Mediterranean White I Heather 120 I Gjal full/Compact / Plant 24" on center t---....,...------! IRRlcAA1tD LAWN 'x<. Considered drouGjht tolerant In Pacific Northwe5t once e5tabl i5hed LAND5CAPf N01t5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AvulD DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-BOO-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERL<lL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUNO COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE fOR PROVIDING THE QUANTITIES Of PLANTS THAT ARE REPRESENTED BY SY,IBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1110" OF ONE FOOT AS PROVIDED By' OTHERS. ALL PLANTING AREAS TO BE CLEARED Of ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS lARGER THAN 2 DIAMETER. 7. NEW BED !J,REAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM Of 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6 OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT Of FIVE PERCENT OR MORE TO A OEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDL A. DETERMINATION Of SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. B. ALL BEDS TO RECEiVE A MINIMUM Of 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERL<lL SHALL CONFORM TO MILA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL, ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT, THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLA~JTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER; QUANTITIES, SPECIES. AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. ALL PLANTER STRIPS ANO POND TRACT LANDSCAPING TO BE IRRIGATED. IRRIGATION IJESIGN & INSTALL BY CONTRACTOR. 12. LANDSCAPING BEHIND SIDEWALKS ON ROAD "A" SHALL BE INSTALLED AT TIME OF HOME CONSTRUCTION. 13. WHERE CONFLICTS BETWEEN STREET LIGHTS AND STREET TREES OCCUR, LANDSCAPE CONTRACTOR SHALL RELOCATE STREET TREES. II 2" MAX.·~ SPECIFIED TREE STAKE(S) --.-:.-, INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TReE 1"-2" HIGHER THAN IN NU RSERY WATER INC BASIN -------. / STAPLE ~ lREINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES .illJA!l. '--PRUNE DISEASED AND BROKEN BRANCHES ['------HOSE & WIRE TIES, SEE DETAIL ABOVE r--REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2'· SETTLED OEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) UNDISTURBED GROUND ~,,_./Itt'--iK-.--;4---l-I--~:: DEEP, FIRM, NATIVE --+-H SOIL MOUND 12" MIN. FOR WOOD STAKES & 1 B" FOR REBAR ~I HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. IR~~ P~ANflNC; AND 5fAKINa D~rAI~ NOT TO SCALE NOl(Jllffi 20 JOB NUMBER: DRAWING NAME: DESIGNER: JMV DI<AFTING BY: JMV DATE: 08-22-12 SCALE: AS SHOWN JURISDICTION: RENTON lA-02 40 80 5HE: E:f 2 of 2 w ~ 2: <C 0 Z f-0 U ~ w -, CD 0 er:: W D... -1 0 0 « (f) Cali 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (ID,MT,ND,OR,WAl 1- DR. STRONG CONSUL T1NG ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND, WA 98033 0425.827.3063 F 425.827.2423 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. -~ -----'--------L-__ J./~_ ~. ,-----=--r-----==-.-= ----------II NOTE: LUAI1AJ71 tile:, NORTH FEA TURES SHOWN ON THIS MAP ARE DRA WN APPROXIMA TEL Y USING KING COUNTY IMAP. GRAPHIC SCALE o 100 200 400 r:=+===============j==±=j==:hS~"V;E'(~E5J:S:-__ -i"ALE' A .. NOTED t-UE.SIGNElJ: I'\i;J WJ NO. REVISION BY DATE APPR DAA'r'IN: CHECKED; WJ N'PflOVEll: WJ ONE INCH AT FULL SCALE IF NOT ONE INCH SCAlE ACCORDINGLY VERllCAL: NAVD 1966 HORIZONTAL: NAD 19113/1991 CITY OF RENTON Planning/Building/Public Works Dept. SADDLEBROOK PRELIMINARY PLAT NEIGHBORHOOD DETAIL MAP n -d n l ..J 1 INCH = 200 FT. DATE: 08-29-12 FIELDBOOK: PACE: OHAWING NO, SHEer: OF: N1 1 A-NI\INNAA \ \ \ \ ---"---'--- \ \ \ I I I I ~ ,-r-.-------__ , I \ I I " I I " I I" I , : \m'"llECID' I 'I. ,I \ f" 11,7. I "F.F EL£'fI.E"'!50!J?'(!c, . 1 \ '... I \ " \ , I \ ,,!!t... \ '~I' :"--"""t \ , \ -"l L \ ., . ,-. , --t----'~-___ ..J \ \ '\;S. ~ , \IVIDfH ~ANDSC,APr BUffrR , , PlAN! 5CH~DUl~ 5YMe>O~ e>OffINICAir NAMe: / COMMON NAMe 1 PW U5 caller4ana / 'RW5PIRf' fW"V8RINc; PfM 0-C~"d,""'''" J'",,'~ / fA"",, r--1----. ---111uja pllcata / Wf5ffRN RW CWM @ p""",,-_",II I OOLl:iPM. @ ~0 @ Cornu5 5wlanifera / RWlWIc:1DOc;WOOD fR~r: 10 Br: Re:MOVW fRrr: -r0 Be: Rr-rAINW , , , r -"".-- - - ---I ---,'ll",. -, -r ----- -__ ~ __ ..,. I ~I-I -I --I I I I I xx I I xx I 14"OECIO. 7 9,400 S.F. 6 , F.F ELEV. 507.0 " 9,400 S.F. 'F.F ELEV. 508.0 QUflNfI'fY 25 12 15 15 4'7 12 14 410 51Zr: 15" cal. I ,'7" cal. 6' hi:. min, 6' hi:. min, , , , , , , , , " L ________ _ PfWPOSE:O 5' ViA fER'·' EASEMENf r--------- \)1(IV\I .1', 1 . " I _> I -'-I -------------"1- 9 ,,-9,4455.F. ."''' F.F ELEV. 506.0 I I I I \ I L-~\',.. ______ J ---- --- fU~~ / wm-BRANCHW P~ANf 40' o.c. fU~~ / wr:~~-BRANCHW P~ANf 40' O.c. fLU / wr:~~-BRANCHW fU~~ / VViU-BRANCHW fU~~ / VVl:U-BRANCHW fU~~ / wr:~~-BRANCHW P~AN-r %" O,c, -... ------ 12" CONe 25"E'-IERGREEN 12" cor /' /' /' /' ,---------, I I I ,_----1 I ,/ I I ,,' I ,/'" I I I II' 5 I / 9,400 5oF. I F.F ELEV. 508.0 I I I I L______ , -----' nNE HYf)f?AN7 (7YP.) ,------ I I I ------;504 __ _ 10 . '--""'9,437 F.F ELEV. -------..... --------- --I I I I -----r o I I I I I __ ..J 4 9,400 S.F. F.F ELEV. 508.0 I I I L I -------__ -.l WA TEN METER (TIP) , , -------~"' ... I ",' --I I --' I --I J----I I .-.. 11· '." 9,429 S.F. F.F ELEV. 506.0 I I I I I I L I --------_..J --- ,--------- I ' ,t I / I I I I "----: 1 1 1 I 1 1 " 3 f),4OO 5oF. F.F{ ELEV. 506.0 I I I I I I I I i I L-L _______ -.l FWOP05tD ({' 0).' WATEH !ANN 1---------1 I I I I I I I I 12 9,421 S.F. " F. F ELEV. 504.0 I" I I I I I L----_____ ..J /SI~TREE 2 9,400 5oF. F.F ELEV. 5fJ4.0 I I I , , I ' __ _ I I " I L---f---___ -i I I PR07;o.S'ED 8"'·· ss If/AIN (riP) I , , , I I , , 1--;;--------1 I " I I ,/ I I I I 13 9,413 5oF. F.F ELEV. 503.0 I I ----\ --I ,--""-~ ---->-. I -----, '~I' I I I 'I 1 I I I I I I 10,690 5oF. I F.F ELEV. 504.0 I I I I ----1' I I L ________ -1 S5 c; •. , 'Wi ''''. ~ANt)5CAP~ NOff5 1, CONTRACroR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMI::lROVr:,\1ENTS AND CONDITIONS PRIOR TO STARTINC LANDSCAPE WORK. WIDfH ~ANDSCNl BUffrR WIDfH ~ANDSC,APf BUfffR WIDfH ~ANDSC,AP~ BUffrR ---~ .. LREINFORCED RUBBER HOSE 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILlTI[S ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOC,\TION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATER!AL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE lJY OWNER. 2" MillX.-, SPECIFIED TREE STAKE(S) ---, INSTALL "TREE BOOT" or\ ··ARBORGARD" IN LAWN Ai<EAS. PLANT mEE 1 "-2" HIGHER THAN IN NURSERY WATERING BASIN ---.-~ J~OOT IJARRIEf~ WHEN ADJACENT TO SIDEWALKS , SPWFIED PLANTING UNDISTURBED GROUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR OR VINYL W/16 GA. WIRE TIES DETAil ~-" PRUNE DISEASED AND BROKEN BRANCHES 1'-----HOSE & WIRE flES, SEE DnAll ABOVE -REMOVE BINDING T'.'IJINE & TOP 113 OF BURLAP. 2" S[nlED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) WHEN TREES ARE SIDEWALKS AND ROADS ~++-E" DEEP. FIRM. NATIVE SOil MOUND IN HE;WY SOILS, AUGER 8"xti' DEEP HOLE (OR THROUGH HARDPAN) FlU. WITH WUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. fRr:~ P~ANllNu ANt) 5fAKlNu Dr:'rAI~ NOT TO SCALE 4. CONTRACTOR SHALL BE RESPONsI8LE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTiliZING ON~CENfER SPACING For\ PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RF.SPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. o. SUBCRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY Orf-jEi6. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MAfERIAL AND ROCKS AND SfiCKS LARGER THAN 2" DIAMETER. 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MAfERIAL CULTIVArED INTO THE TOP 6" OF SOIl. SOIL SHALL HAVE AN ORGANIC CONTEN r OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, 8. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEllS TO r~ECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED Willi Amo mANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CUNFORM TO ANLA STANDARDS FOR NURSEHY STOCK, LATEST EDITION. ANY ~EPLACEMENTS MADE AI" ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCIIED, WELL PfwPOrHIONtD, AND HAVE A VIGOROUS, WELL DE.VELOPED Roor SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CUMAfiC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 8. TREES, SI·IRUB5, AND CROUNlJ COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRlifEN APPROVAL FROM LANDSCAPE Ar~CHITECT OR OWNER. 11. NO PER~1ANENT IRRIGATION SYSTEM IS PROPOSED. IRRIGATION SHALL BE SUPPLIED VIA ,'l.BOVE-GROUND TEMPORARY IRRIGATION SYSTEM OR WATER TRUCK. SUPPLEMENTAL WATER SHALL BE Pl~OVIDED FROM MAY TO SEPTEMBER, 2" INCHES PER WEEK OR AS REQUIRED TO PIWVIDE ADEQUATE WATER FOR PROPOSED PLANT IJATERIAL. 12. L.P.NDSCAPING SHALL ElE DEFERRED UNTIL BUILDING PERMIT. o City of Rent PI . 011 ;lnning Division SEP -4 lOl2 30 60 120 T U) z z 0 0 c= Cl- UJ Q' > u VJ W w '" a:: u ~ ~ ~ C)k "' \f\ C)~ \:s ~5.J...... Z ~~ - \\ \ ~ ~ ~ \'0 C) D~ :s:: ~~ S z \j\ s:L JOB NUMBER: f-':-::=~=-=------DRAWING NAIJ E: DESIGNER: JMV ... _--- DRAFTING BY: JMV DATE: 08-22-12 SCALE: AS SHOWN r::-===--.----. JURISDICTION: RENTON lA-O 5Hffi I of I (-' r'" "') \ \' \ --_._--- w L « z C- U W --0 o [l" (L ~ o o 0::: CD W -.J o o « (f) .. . " . ,,' , I 'J' -1,'; .. : ! ! : ; ; I >1' qH<\ ,-, ,:~u:;\,-· .. -'.: . !( ':'-'j~-,~ ':;;- -----_.----- '11+00 --/-/ --"' .", ------1"'.- ir; ~' NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. PRELIMINARY PLA T OF SADDLEBROOK 2 1 9,400 S.F. 10,690 S.F. F.F ELEV. 504.0 F. F ELEV. 504.0 .-+--~--.-----...c.1-_ 15+00 --1------~--t- j ., '~ ". _ ...... "rJ~---.... ~ .. '1"'< ........... ti./JIF OW-.... ..,. ... 1fJ:J'!'--............ """ ... __ ~~ .... Oil ... '!II . . !.. . II 0... !II .... -........ ""'!ff.i!!J!_ ......... .......,..--~-"Q"'~"".,." --<ill' "" "" ....... . . 9 ..... .UJ iii --......... _ •• -...... II ; ....; !II lti 70.00' "r'" "" -~-'"" ... _,""- """""""""""" .. ' .............. ,; .. iii II II. 1\1 II II ill lJlll II !II Ii II I II I II II II III !ll III II §I II l! m a ~ 1m II Ii II i II II . Ii" ". cv'.. ·······Ii l!I II il '-II iI II ~ 9 ,-" ~ I ~I! "," 10" II .' Ii , ~II ~m 11 ~~ . !II II ~I 9,445 S,F. ~II 9,437 S.F. ~m :£.. 12 . ~m 13 ~1Il iii F.F ELEV. 506.0 .. .. 9,429 S.F. .,Il 'IJ ,14 .. "F.F ELEV. 506.0 II -.. 9,421 S.F. ~l!I :£ .. .. .. m F.F ELEV. 506.0 " 9,413 S.F. .,n .. .. .. .. F.F ELEV. 504.0 -" 10,704 S.F. .. " .. : . II F.F ELEV. 503.0 : 11/ to " " " "F.F ELEV. 50;!. 0 .. II II jim e " II I ~ Ii II .. II I iii III III ; IJ ~ I Ii .11" ~ II ~ II i' " ,;;., ill !II ~ III ~ II II ~. : : ....... : III TRACT 'i}!\" :' c: 21,437 g.f;: " :''/';\6:- /" I \ V • I \ j : : '1· -' ; j 81 . i 1 .. ., , ':/l~" -'.,' C.: 1 ... , .. , --'-.. I 1 ,-U 31W .- 1 ~--Ir- ._---.--- lU' <: r- -:\ ~ -~ '- I~ "'I -----~~ ~ ~ SC r-~---'" ~ ~ '-' ~. __ =r ~ PROJECT SITE ~ ~ ~ ~--"'I ~ I~ ~ './ '" ~ ~ ~ <0 ~ l1 1 1 r-~] /;"F -~ \.. -~ 2tfD PL ---_ 1 ~ ~-1 f-----.-S~ ~ y r-j VICINITY MAP @ 1"-200' PROJECT DA TA: TOTAL SITE AREA: TOTAL PROJECT AREA: SITE AODRESS: TAX PERCEL NUMBERS: PROPOSEO NUMBER OF LOTS: EXISTING ZONING: PROPOSEO ZONING: DENSITY PROPOSED/pERMITTED: TRACT "A": LAND IN PUBLIC STREET: SCHOOL DISTRICT: ELECTRICITY AND NA TURAL GAS: WA TER DISTRICT: SEWER DISTRICT: TELEPHONE: 189,797 S.F. (4.307 ACRES) 200,418 S.F. 13426 156TH A VENUE SE RENTON, WASHINGTON 3664500260, AND 3664500261 14 R4 R4 3.86/4.0 STORM DRAINAGE TRACT 21,437 S.F. (0.492 ACRES) 31,683 S,F. (1.011 ACRES) RENTON #403 PUGET SOUNO ENERGY WA TER OISTRICT 90 CITY OF RENTON CENTURYLINK NORTH SURVEYOR'S NOTES LEGAL DESCRlPllQN: LEGEND: SHEET INDEX: 1. ALL TITLE INFORMA TlON SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 4209-1942808 DATED AUGUST 7, 2012. IN PREPARING THIS MAP, D.R. STRONG CONSUL TlNG ENGINEERS INC. HAS CONDUCTED NO INDEPENOENT TITLE SEARCH NOR IS D.R. STRONG CONSUL TlNG ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND OISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D,R. STRONG CONSULTING ENGINEERS INC. HAS RELlEO WHOLL Y ON FIRST AMERICAN TITLE COMPANY REPRESEN TA TlONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE O.R. STRONG CONSUL TlNG ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY ANO COMPLETENESS TO THAT EXTENT. SAID SUBOIVISION GUARANTEE DOES NOT IDENTIFY ANY EASEMENT THA T CAN BE PLOTTED WITHIN THIS SITE. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON AUGUST 13, 2012. ALL SURVEY CONTROL INDICA TED AS "FOUNO" WAS RECOVERED FOR THIS PROJECT IN AUGUST, 2012. 3. PROPERTY AREA = 189,797± SQUARE FEET (4.3571± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A FIELD TRA VERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STA TlON WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELA TlONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RA TlOS OF THE TRA VERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICA TlONS, 6. UTILITIES OTHER THAN THOSE SHOWN MA Y EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLA TlON VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCA TlONS SHOWN ARE APPROXIMA TE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCA TlONS BUT MA Y CONTAIN BENOS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCA TlONS SHOWN HEREON MA Y HA VE BEEN TAKEN FROM PUBLIC RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center OD,MT,ND,OR,WAl LOTS 1 AND 2, KING COUNTY SHORT PLA T NO. 976093, RECORDED UNDER RECORDING NO. 7612010798, IN KING COUNTY, WASHINGTON. REFERENCES: 1. JANETT"S RENTON BOULEVARD TRACTS RECORDED IN VOLUME 17 OF PLATS, PAGE 60, 2. LIBERTY GROVE RECOROED IN VOLUME 241 OF PLA TS, PAGES 26 THROUGH 28, UNDER RECORDING NUMBER 20070530000037 VERllCAL DA TUM: NA VD 88 PER KING COUNTY VERTICAL CONTROL BENCHMARK: KING COUNTY SURVEY CONTROL POINT 3744: FOUND PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH A VENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. BASIS OF BEARINGS: N00'29'00"E BETWEEN THE MONUMENTS FOUND IN PLACE A T THE SOUTH AND NORTH QUARTER CORNERS OF SECTION 14-23-5 PER REF. 2 DR. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PL, #232 KIRKLAND. WA 98033 0425.827.3063 F 425.8272423 NO. REVISION BY DATE FOUND MONUMENT AS NOTED SET STANDARD KING COUNTY MONUMENT WITH BRASS DISK STAMPEO "DRS 37555" IN MONUMENT CASE. FOUND CORNER MONUMENT AS AS NOTED. {: SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" oj SET MAG NAIL WITH 1 1/2" ALUMINUM WASHER STAMPED "DRS 37555 VBF VERTICAL BOARD FENCE CLF CHAIN LINK FENCE SUIWEYED: SJS IJIO:;IGNED: MAJ DRAWN: CWA CHE<":KED: MAJ N'PROVED; MAJ APPR SCALE: }oS NOTED ONE INCH AT FULL SCALE IF Nor O~E It\Cd S:CALE ACCORDINGLY VERT.CAL: NAVD 198B H0f1IZ0NTAL: NAD 19!1J/1991 Cl OF 8 C2 OF 8 C3 OF 8 C4 OF 8 C5 OF 8 C6 OF 8 C7 OF 8 C8 OF 8 Nl OF 1 T1 OF 1 LAI OF 1 PRELIM/NARY PLA T MAP TOPOGRAPHIC MAP TREE CUTTING, LANO CLEARING PLAN CONCEPTUAL GRADING PLAN ORAINAGE CONTROL PLAN UTILITIES PLAN, GENERALIZm ROAD PRORLE AND CROSS-SECTION DETAILS ROAD PROFILE AND CROSS-SECTION DETAILS NEIGHBORHOOD DETAIL MAP PRELIMINARY TRAFFIC CONTROL PLAN CONCEPTUAL LANOSCAPE PLAN NOTE FOR CERTIF/CA TlON OF SURVEY INFORMA TlON THE TOPOGRAPHY AND BOUNDARY SHOWN HEREON /S BASED UPON A FIELO SURVEY BY D.R. STRONG CONSUL TlNG ENGINEERS. NOR.TH CITY OF RENTON Planning/EJuilding/Public Works Dept. o , GRAPHIC SCALE 15 30 60 I I _ ! 1 INCH = 30 FT. Plan' nOn nlng o' . , . IVlsion SADDLEBROOK PRELIMINARY PLAT PRELIMINARY PLAT MAP 5EP -4 lUll fRl If! (C If! 0 ~f~'ltj DAlE: 08-29-12 FIEWcUOK: PAGE: DRAWING NO; SHEET: OF: C'\ 8 A-NNNNAA ) "'[ ,c! .~) -} w y: ::> ~ 0 Z f-0 u 0::: w --, CD 0 CL W "- --.J 0 0 « if) Bb~~~~~~~'~ Call 2 Working Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (iD,MT,ND,OR,wA) I I I I I-----------,---.------~.--j , ffTl I I I I 5£ 132ND--S-T----c----I I I / I NE-1ST St--- - ~f----------1 I I_---I~ ~ ~ I ') I I __ _ d '-----c--------~ , , ~ ,., I DR. STRONG CONSUL T1NG ENGINEERS ENGINEERS P<ANNERS SUFIVEYORS 10604 NE 381h PL, #232 KIRK<AND. WA 98033 0425.827.3063 F 425.8;;7.2423 NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M .. ---W ---------- I I -- I I -- I I --- I I .,------- -131ST ST--'-=--- I I -1$ 1J1--St--iN- I I IJ < Sf.' 1J2N9---PL-c I : -I ~ r;1 a, I '1 ,- I I PRe .-r-C"'I 'I:" II-V -VI l- I I ---= I I ~ ~-~ ~~ , \ . ~ I /1 M5...J ~ I I I' -- \ T I I I I r-===t===============t=:t:=~t:=~;i~ ___ ~SCALE'/>S NOTED 'VERTICAL: NAVD 1988 HORIZONTAL: NAI) 19133/1991 NO. REVISION BY DATE APPR DRAWN: CWA CHECKED; MAl APPROVED: MAl lONE INCH I AT FULL SCALE If NOT ONE INCl--I SCALE ACCORDINGLY NOTE: FEATURES SHOWN ON THIS MAP ARE DRAWN APPROXIMATELY USING KING COUNTY IMAP. CITY OF RENTON Planning/Building/Public Works Dept. SADDLEBROOK PRELIMINARY PLAT NEIGHBORHOOD DETAIL MAP NORTH GRAPHIC SCALE o 100 -·200 400 ! !,! I 1 INCH; 200 FT. 08-29-12