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HomeMy WebLinkAboutLUA14-000287_Large Format,· ---·------·-- l.Q King County Dept of Assessments ,, " . /" ;,· .. ,-l- '( 18 ,// ac_ J '"''°' JI .f :;:: ;,,: :,? ·~:-n-J .. r~ ,,H ........ ~-,. ' ' . \ )lj '• 3:i I , • ·, ) 'j): j 1-ll 3" ' lb ' I Jf: ! ·" ! -----Control --RigntOfWay --Plat --ShortPlat --OriginalSh_ortPlal --Parool 0-'l AC ,i I I 0 C, ··"·" "··-·""" .. ·, ;;,:sl-" ~ lll, 19 ,. ;di_,, la\ , ' ' "1 '" lot Pare.el Tn• "1ttlfmat1on .,ca.O!d on 11>, m,~ I'"• l>eef\ comp,lc<, ~y i<.'1~ C()<Jflfy >I•~ from a ,a,l@ly of $0LirUJ ond is ""t;eci to CN<']e ,.,,Mui nou~•. K"1g Co..,ty ma1<01 oo repre"°laO'"" o, ·-·----~-;:;==;· ;:;;;::;··~_::;· ;;;::::;:::;;;;;;::=, Easement Survey Go11ernme11tLot Hydro DonalionLandClaim t.;:JPliitted Major Number warram,es, e:,prus or )!r,phed, a, jO o,:w<>q. c,:,mpee,one» tin,ot01u•. er r1gn1, 10 the use o! s\MI itl((l(ffla!IM. King Countt ,M! Ml b• 1 .. c,.. re,, ony general. spei;iat, ln<l<,.,,i, l'lcident.>t. o, · cons.aquo<eiat dan1ages iocludifl9, t>ul ool I~ 10, 5oSI rownue• °' lost p,oris ,es"'101g fr,om tM "':e <X misusa <>1tne in!,,..n1al,on cor11amod on lh<! map AJ\y $30! ,,r IN> map <If lifotmat.><I on ,n,• rnap "pmhrM"'<l ueep[ by wrtton pouni .. Ol'I ofKir1g Cn,Ilty Do r,ot u .. !Of Sll!YeY f"'JJIO"'' City ~·JO ,,, .. "" ·" . LINDHOLMAi;tii<'i, ,.L " ~ ""'"~'-"" ~ ~ --lol 2··· 30 ' ' ·3·• :; • '"''"' 10 • , .. 1, 1-~.:c-{. __ :·:·~·~·J''~'----t'"'""'' 1'c'·.;'o:J'"' c'T""" r . " . ','.~ . ., , .-.. :, 21. ]------1 ;t.·.: R sr.::i· ~J i.01, "2 ! .. LI '"'' jfJo'°, <0011 %ll " ·s ' ' RDlttH3 ;>, !HO.O ' '; PCL A ,:,T LC,f RNSP LUA-178: ~11<)9(]~9{).)3 , ..... " ' "" " ' , .. ~ (4·79 p,;: 111.'' L." ,_.:, ~CL D ' O.IJ ,IC ,. J ..... , '" " l\l.) 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(_; "H ''-:a ,-...;. __ ,.· ·_'c'c1 "_·c'r' ------T·-·..:.-------: ~ f 't I f .' ,, I-'''"" " ., .... ,l-' -~ {;; ".':., . - ") . ~IJ ~I .. .,,.., . ,!'·'' " 1'CO 1·1 16~3 .!? !'-- ,, ,, .,cu 11 1;,l i.OC .\ <10 11 ' " LOI J ""' """ '" " "'"' j Ja .Jl PAR B ',, ,,,,, "1'" "'2" o;sat ,,,: "a,·n-10 w lil. I """""' >"' -;; ,,.1-\011 ... ~.-..\·/~~ 15'21 0. OB I A .S HTWH OllL' J',ll ' . l. 101 A .. l.001 AC '' ;!Ii ' l."' AC l0T2 '..:: 10 ' l009 .,. ~ ' /HSI ,., • .J• ,,, ,, '·''' A "-•' l·i 1.0~i :,;~-- TCO i-1-Ull " 0.' ' """ /S . 1·, J_,,l h" "~''' sr """ o, oo= st>.rtl< <A!eML '" "' '"" .. ,, r· "' /,"'--'"'"'"'f'---, .... -, _ _J LO,> AC 1------~ '"" " ~\'" ,_ ______ j ' ' '1 ' " ,. '" LCl \ 11210 '' -'.iL- lHll ,~ .'~ '.w .cc,., , u.a ''"'· .1 8a)~i~.f.rt1'1! 62111 ' • " " 21\ 1, ' LOT 2 ~"l \•; II ii·Jl·lO N H S l-00·)0 "'· .. ',c_ "'· •• ~i a " " " < u T' ' ' ' ... NOl·>~-11>, ' 1 I _9J_O•t_ s_,. _ !, 29 N.. '" " " ,., ~: ' ' .---'"'"'"•lb.J..;_M•-\-, ' ,· ''"' Af. " ' ,, .. ov'ER1tR6-'ttj~& w 1 . \ - i ' L~ .. l'a >,•0 ' ' ' 1 TR Ii ''"''' RE[:;El\tE'A j. SS Ac • I!,.,..,- " ESPLUA.9<1-{tl Sl<f"-!. sw111ooooco1 LOT 3 • 07.IOf 941800 WILKI ON 2 ""' ' MARO 6 zo . i '" ,1-:------c:c--------...l-~...l--",~l,,,,.l!"'-'-c-'=~J.._;"4s.....l 'r1"'4io"""".,;,=-,...,c-===-·''"""'.)f/,s~,,~,,.-, -~,,.;£~!iYt--0J;&&t,rroN'-S23RDST .... · PLANNING DIVISION " " l:?l.<l ; " .1'-01 ..:~ •o -,, ". Sl.lli , ,'.,, "-'''" " RNSP lUA.0Hl75-SHPl· .,,,1u.> " .200., 010 j·--j~·!! ·\~~ f--------------~--s""'"""'"''"r ____ 'C'_,-----------~~--~"c·~".'.·'>:·c"~'==--~~-----------~~-rg ,.,.,,.,,_, '"·" ,·,·:1s,;.··attroo•i ~~.,5•1'"---·•••·••"•i•.,.J,_..,~·· " ' I ,, " ' n .. -------------------~J.c·i•~~- I I -1------ . , 1 " '' i ----'----~------·-_L~~.c---'----"----'I ' ,· ' ' ' ' ~., .---·---' ---.---·-------·------------------------ ___________________ .. ___ ------ '---------·-· -·-· ---·--·--·------- __ ._"..!<'_____: CITY bF RENTON SHORT PLAT NO·-----------~- KING 1COUNTY, WASHINGTON CERTIFICATION KNOW All. PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS or INTEREST IN THE LAND HEREBY DESCRIBED, DO HEREBY MAKE /,. SHORT SUBDIVISION THEREOFAND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION or SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE or THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. QUIG HUA GUAN QI FENG LI STATE OF WASHINGTON COUNTY OF ___ ~------'--- 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT -----~----------,----c---··--- SIGHED THIS I_NSTRUMEHT ·AND ACKNOWLEDGED IT TO BE (HIS/HER} FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT, SIGNATURE or NOTARY PU BUC -----'-----'--- DA TED __ _ MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY or ___________ ~_ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGN£D THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE ANO VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE Of NOTARY PUBLIC-----~-~-- DATED -----------~ MY APPOINTMENT EXPIRES __ _c.. ___ _ RECORDER'S CERTIFICATE ................. , .. FILED FOR RECORD THIS ........... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ............ AT PAGE ......... AT THE REQUEST OF .. QWIN. .. ¥!.-.. t!!\.1.-!;;, .. P.1.-ii .. SURVEYOR'S NAME ................................. " .... ' .. ., ........................... . APPROVALS: CITY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBLIC WORKS EXAMINED ANO APPROVED THIS __ DAY OF -----· 20 __ ADMINISTRATOR DEPARTMENT OF ASSESSMENTS RECORDING NO. EXAMINED >ND APPROVED THIS __ DAY OF ~~---· 20 __ SCALE: ASSESSOR 1 inch = 30 FT. DEPUTY ASSESSOR ACCOUNT .MUMBER 3 3 40 40 -1 1 8 0 PORTION OF: Q.l FENG LI SHORT PLAT LOC4TED IN THE N. W. 1/4 OF THE S.E. 1/4, OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON OLD LEGAL DESCRIPTION: (PER STEWART TITLE COMPANY ORDER NUMBER 208.1691 :2 DATED JULY 21, 2008) LOT 56, BLOCK 7, G.D. HILLJMN'S EARUNGTON GARDENS ADDlnON TO THE CITY OF SEAffiE, DIVISION NO. 1 ACCORDING TO D<E PLAT THEREOF R£CORDED IN VOLUME 17 OF PLATS, PAGE(S) 74, RECGl,'DS OF . KING COUNTY, WASHINGTON. PROPERTY OWNERS: QU/G HUA GUAN 1515 LAKE AV£. S. R£NTON, WA 98055 QI ffNG LI PROPOSED NUMB£R OF LOTS: 2 ZONING: R-8 DENSITY: 8 ------' ~--- F2ECEIVED MAR O 6 Zll':4 cnv or i,J;;,,~.-,N PLANNING D1Vlo1V1" VOL/PAGE GRAPHIC SCALE 1" =30' , ___ __,j 0 30 s. 15TH ST. I/OT TO SCI,!£ u; S. 191H ST. VICINITY MAP -----~ ----·------r·-- w C) <( Q_ ' ...J 0 > SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE Ji~T Cramer Northwest Inc. 1 "I Surviiyors Planners & Engineers INSWUMENT USED; GEDO/METER 600 AND/OR TRIMBLE 560JOR200+ METHOD; TRAVERSE £XCffDING R[QUIREMENTS OF WAC. JJ2-IJ0-090. REQUEST OF RAYMOND NG IN Aug. 2008 P.L.S. CERTIFICATE NO. 40016 ---·-·-----------------945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free:, (253)852-4955 (fax) E-MAIL: cnl@crarnernw.corr, INDEXING DATA; N.W. 1/4, S.f. 1/4, SEC. 19, T. 2J NORTH, R. 5 EAST, W.M. DRAWN BY: DATE: JOB NO.: C.D.P. Wed., Aug. 20, 2008 2007-074 CHECKED BY: SCALE: SHEET: 0.8.H. 1 inch = JO FT. 1 Or 2 MGR. SUPT. OF RECU"LlS ... ----.1---~----,.-------------"--,,f'.~0'.ilCTNAM17'"IT}r'MOND, NG CREATED: W1Jd IJ.oy JO IO:Jl:51 2007 PREV. PLOr: rue Aug 19 10:24:29 2 PLOTTED; Wed., Aug. 20, 2008. 10:28:59 ..._ __ . _____ ---- C: I /../CHRIS 2007-07'4-S-10-,<J-07.pro ---, ----· ---·----~------------ :·1 \ I I ?95 I I 26' OISF1 ERSi01~ TRENCH, DTI 2/1 /Ml\ I f-\/\VLJ_ #334040-1185 LOT 57 15' PAVEMENT-) T2 W/THICKE~IEO S89"47'0J"[ 203.91' ~ \ I \ I I I \\ \ I I (, ) \T\ \ I '( <t I I I \ \ I \ 11-- \ --·-·---- ~JEW CB,. TYP $ EDGE ON S SIDE\ -+---__ 1 _ _.,,...-::::::20' ACCESS ESMT __ -~\~ ~\ 0 ~\ -.j += \ ~ -\ :'e: ----..1 t, CD_\ I \ \ \ \ \ \ \ \ \ \ \ \ \ )\ so· ' W[TLANO-\ BUFFER ----\------------ I I \ \ . ,, I I • I I ----T4 I N 0 I S89"47'0J''[ ~---"811.wri:'_·_;~--J..:T J~-~------~-::0::i~<~:'S I I I \ I \ I -~~ I \ I I I I LOT 2 T7 LOT', 56 \ ' '' _ ........ ' HousEAVE 5 r<E . 1515 LA EAVES) (NO -91 9 , coNC-, F.F - ,T5 · .. 99.90' LOT I CONC. [TE --. R[T l 1ALL I _TS __ i 106~~-= ·~ '---"-- , , --0 0 WN SPOUT lk-"~;;;.4 7 'o 2 "W 205. 9-5=-'~4~' =W=l=O=E ::_H.:::_E~O~C~E==-:-_ ----,~--.:::~/4 1:11-v DISPERSIO~I I,\__::_ I \ PLA TRENCH, OTL 1 /1 WOOD RETAINING ,-------~-1 EQUIRE 5' \ i \ \ \ 1\ I . ' \ I I I\ \ \ \ \ I I \ I r I . \ I ';!> I A I I I tr:\ I \ ----\ ~· I < TING STRIP\ t'~ I I \ \ \ I I I, \ ' I I I I -13' BUFFER FROM WALL s FACE ', . HOUSE \ TOP OF SLOP[ ±40 S. or 1 PROPft?T'r LINE \ 1 _5' EAVES \ 'I \ v\ I I I I \ \ j) PLANTING PLAN AND TREE PLAN City of Renton TREE RETENTION ~ -----·---W-ORKS1=LEE1"-------'-, __ . __ __:_ ____ . - GRAPHIC SCALE 0 ~ 10 32 l·--==111-a:=iw:.__11111 1. Total number of trees over 6" in diameter,1i on project site: 1 l~J t . -~-=-----rees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous(2J 0 Trees in proposed public streets 0 Trees in proposed private access easements/tracts 0 Trees In critical areaS(3l and buffers 0 Total number of excluded trees: 3. Subtract line 2 frorn line 1: 2. 3. 0 6 trees trees trees trees trees trees 4. Next, to determine the number of trees that must be retained(4J, multiply line 3 by: 0.3 In zones RC, R-1, R-4, or R-8 0.1 In all other residential zones 0.05 In all commercial and Industrial zones 4. 1.8 trees 5. List the number of 6" or larger trees that you are proposlng(s) to retainc11 5. . 4 trees 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 Is less lhan zero, stop here_ No replacement trees are required). 6. -2.5 7. Multiply line 6 by 12" for number of required replacement inches: 7. 0 8. Proposed size of trees to meet additional planting requirement: trees inches (Minimum 2" caliper trees required) 8. ~-0 ____ _ Inches per tree 9. Divide line 7 by line 8 for number of replacement treeS(BI: (lf remainder Is .5 or greater, round up to the next whole number) 9. 0 1. Measured at chest height trees 2. Dead, dlseased or dangerous trees must be certified as such by a forester, registered landscape architect, or ce1tlfied arborist, and approved by the CTty. :i. Critical Areas, such as wetlands,.streams, floodplains and protected slopes, are defined Tn Section 4-:l-050 of the Renton Municipal Code (RMC). 4. Count only those trees to be retained outside of critical areas and buffers. 5. The City may require 1nodlficatlon of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-130H7a 6. Inches of street trees, Inches of trees added to critical areas/buffers, and Inches of trees retained on site that are less than 6" but are greater than 2" can be used to meet the tree roplacement requirement. H:Dlvlslon/For,ns/TrooRolentlonWorksheet 11107 _, '''>"' M,,,;,,, aO '•,'•""' • •' I I I I I I I I I I 0 ---1 0 I \ \ PLANT SCl--lEDULE QUANT. BOTANICAL NAME COMMON NAME . SIZE COMMENTS . . . 3 ACER TRUNCATUM 'WARRENRED' PACIFIC SUNSET MAPLE 2" CAL 10' TALL MIN. . . . . ' \ I // ' ----_ _......_ ---I---PIHt!S-GGN-TORT-,L\--·------~ ·-61-tGRE-P!!'-lE --· ---.~------.,___._-'--"-'----_, __ ~-v--a-1_ .. -_,_ ___ :._>~ ------~'.C-·· ~ -;;. ' I I \' © 0 .0 ® . . ---. .· ', . SH!sUB5 ·. 6 CISTU5 HYBRIDUS WHITE FLOWERING ROCK ROSE 36 GENIS TA FILOSA VANCOUVER GOLD CREEPING BROOM le> FOTENTILLA ABBOTSWOOD WHITE WHITE FLOWERING FOTENTILLA . 11 FRUNUS MT VERNON MT VERNON LAUREL . . . DEC_IDUOU5 TREES TO BE STREET TREE FORM AND BRANCHED AT 6' MINIMUM PLANT GROUNDCOVERS A MINIMUM 18" FROM CONCRETE OR ASFHAL T SURFACES. ALL FLANTINGS ARE DROUGHT TOLERANT ONCE ESTABLISHED . LIGHTL, TRIM BACK CISTUS AFTER FLOWERING TO KEEF PLANT COMPACT. MAl,TAIN AT 36" TALL. ,{ '. 2 GAL I GAL 2 GAL 2 GAL COORDINATE WITH LANDSCAPE ARCHITECT AND/OR OllNER WHEN PLANTING AR.OUND EXISTING PLANT MATERIAL. EXISTING CONTOUR EXISTING SIGNIFICANT TIREES *CONIFEROUS TREE ~ DECIDUOUS TREE AND BROADLEAF EVERGRl:EN Th 12" DCX.IJJOOD TZ, II" FRUIT T3, 16" APPLE T4, 6" FRUIT TE>, 16" CHEIRIRY T6, i.," HOLLEY T1, 1" FRUIT TREE KEY EXISTING TREE KEY SIGNIFICANT TREE TO REMAIN . ,,., .',, ''-'•" -. - . APPLE MALU5 SPECIES -APPLE TREE CHERRY PJRUNUS SPECIES -CHERRY TIREE ' ' ' -- T':l':I, 34' FIR T'l'l, 24'' FIR T':1':1, 24" FIR SIGNIFICANT TIREE TO BE !REMOVED SIGNIFICANT TIREE OFF SITE, TO BE RETAINED DOGWOOD CORNUS SPECIES • DCX.LUOOD TREE FRUIT TREE MAL.US OIR PRUNUS SPECIES -FRUIT TREE HOLL., SIGNIFICANT TREE TO REMAIN ILEX AGlUIFOLIUM -ENGLISH HOLLY TIREE ----------TIREE PROTECTION ZONE, E:GlUAL TO DRIP LINE OF TIREE FIELD VEIRIFY DIMENSION OF DRIPLINE AT TIME OF _CONSTRUCTION. SIGNIFICANT TREES TO BE REMOVED SIGNIFICANT TREE, OFF SITE, TO BE RETAINED PER CODE, SIGNIFICANT TREES ARE TIREES 6" CALIPER AND OVER, f0 EJR CODE ~0% OF SIGNIFICANT TREE$ MUST BE SAVED. SEE TREE !RETENTION WORKSHEET THIS PAGE. FER CODE, TWO TREES MUST BE PROVIDED IN Tf-JE FRONT YAIRD OF EACH LOT, THESE f-JAVE BEEN PROVIDE THIROUGH A COMBINATION OF EXISTING AND PROPOSED TREi'$. --~-~ ,. REVISIONS - 12-15-08 KING COU.NTY . ;y PARCEL ,1\f #iaF°®0li:t 1a"'ED. ;fr ,' ... E~-~L!i !:/ ,:,./., MAR O 6 2014 i;{~;I !"-·, . v{v CITY OF RENTON'''" PLANNING DIVISION ._~ii ,sf>, DATE: SCALE: ON Pl.JI DRAWN: JOB: SHEET: CONSTRUCTION NOTES: .. ~ONTRACTOR SHALL COMPLETEL 1 FAMILIARIZE THEMSELVES WITH THE PROJECT AS WELL AS ALL UNDERGROUND UTILITIES PRIOR -TO CONSTRUCTION ALL BEDS TO. BE WEED AND DEBRIS FREE PRIOR TO SOIL PREPARATION. ALL PLANTING BEDS TO BE 0" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH. IN PLANTING AREAS ADD 4" OF TOPSOIL MIX CONSISTING OF 2/3 CEDAR GROVE COMPOST AND 1/3 COAR.SE SAND OR EQUAL. TILL INTO TOP 12" OF EXISTING SOIL, RAKE SMOOTH AND LIGHTL 1 COMPACT, AVOID DISTURBING MAJOR ROOTS OF TREEo TO REMAIN ALSO CONFORM TO GRADING FLAN AT INDIVIDUALL I PLANTED TREES PREPARE A 0' DIAMETER FLA~..JTING AREA PER SOIL PREF. NOTES ABOVE, PLANT TREE PER DETAIL ~1 Tf-JIS SHEET AND MULCH WITH 3" OF COMP-MULCH IN 0' DIAMETER PREP. AREA. INSURE THAT BEDS DRAIN PROFERL 1. IF A FOOR DRAINAGE SITU,ATION IS ENCOUNTERED COORDINATE WITf-J GENERAL CONTRACTOR TO IMPROVE DRAINAGE, BY ADDING A DRAINAGE LINE AND OR BERMING Tf-!E PLANTING BEDS. PLANT TREES PER DETAIL •1, PLANT SHRUBS PER DETAIL "2 THIS SHEET BACKFILL WITH NATIVE SOIL AS AMENDED ABOVE, MULCH BEDS LUITH 2" OF COMP-MULCH WATER PLANTS IN WELL. CONTRACTOR IS RESPONSIBLE FOR WATERING UNTIL FINAL ACCEPTANCE OF Tf-lEIR WORK. MULCH TO BE FREE OF GARBAGE AND WEEDS AND HAY NOT CONT.AIN EXCESSIVE RESIN, TANNIN OR on-,ER MATERIAL DETRIMENT AL TO PLANT GROWTH ' GENTL I LOOSEN ROOTS OF CONTAINER STOCK THAT IS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST -FAKS FERTILIZER, AVAIL. HORIZON 42$.828.4::•?4 ONE PACKE~ PER I GALLON, 2 PER 2 GAL, 3 PER:, gal, 14 PER TREE. EVENL I SPACE PACKS AROUND ROOTBALL 0-8" FROM SOIL SURFACE ALL ~LANTS SHALL CONFORM TO AMERICAN ST AND ARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL A::CEPTANCE --------------- WHERE ~TR~ET TREES ARE CLOSER THEN 4' FROM AN ADJACENT 2,IDEWALK OR STREET, PROVIDE AN 8' WIDE B'f 24" DEEP COMME~ctl°L ROOT BARRIER CENTER BARRIER ON TREE AND PLACE AGAINST ADJACENT SIDEWALK OR STREET. SET TOP OF BARRIER LEVEL WITH TOP OF,SOIL, BELOW MULCf-J LEVEL. INSTALL. PER MANUFACTURER'S. SPECIFICATIONS. PLANTINGS WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON i i:: - N t I" WIDE SOFT RUBBER Cf.1AIN LOCK TREE TIE WRAP AROUND EACf--1 STAKE AND TREE LEAVE 1/2" CLEAR BETWEEN CHAINLOCK AND TREE TRUNK REMOVE ST AKES TWO YEARS AFTER PLANTING 2" DIA. WOOD STAKES LAYER OF MULCH FORM 2" WATERING BASIN AROUND TREE EXISTING SOIL PEEL BURLAP BACK FROM TOP 1/3 TO 1/2 OF ROOTBALL BACKFILL PER PLANT NOTES SOIL BENEATl-l TRcE TO BE EXl6TING SOIL OR COMPACT SOIL TO 8:'>% HA><. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOTBALL TREE PIT TO BE SAHE DEFTl-l Ao ROOTBALL SCARIFY BOTTOM AND SIDES OF PLANT PIT IN AREAS WITl-lOUT ROOT BARRIER SET STAKES PARALLEL TO ADJACENT 6TREET ST AKE OUTSIDE OF ROOT BALL PLANTING 1-lOLE / TO BE 12" WIDER TREE PROTECTION NOTES Prior to initiating tree removal and ans clearing and grading on the site, trees to be protected and preserved shall be protected fr·om pot,entlalls damaging activities as follows unlese, otherwise approved bs lhe Cits. Renton Municipal Cocle 4-4-130 H.B. B. Protection Measure5 During Con5lruction, Protection mea5ure5 in thi5 5ubsection 5hall appls for all tree5 that are to be retained in areas e,ubject to construction. All of the following tree. protection meae,uree, shall appls, · · · a. Cone,truction Storage Prohibited, The applicant mas not fill, excavate, e,tack or store ans eejuipment, dispose of ans materials, 5Uf::iplies or fluids, operate an::1 equipment, install impervious surfaces, or compact the earth In an::1 was within the area defined b::J +.he drip line of ans tree to be retained. b. Fenced Protection Area Reejuirecl: The applicant shall erect and maintains.ix foot (0') high chain link temporars construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing evers fifts feet (:,0') Indicating the words, 'NO TRESPASSING -Protected Trees" or on each side of the fencing if less than fifts feet (50'). Site access to lndividualls protected trees or groups of trees shall be fericed and signed. lncliviclual tree5 5hall be fenced on four (4) sides. In aclclition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. c. Protection from Gracie Changes: If the grade level adjoining to a tree to be retained is to be raised, the applicant shall construct a drs rock wall or rock well around the tree. The diameter of this wall or well must be eciua\ to the tree's drip line. cl. lmperviou5 Surface5 Prohibited Within the Drip Line, The applicant mas not in5tall Impervious 5urface material within the area defined bs the drip l lne of ans tree to be retained. e. Re5trictlqns on Grading Within the Drip Lines of Retained Trees: The grade level around an::J tree to be retained ma::1 not be lowered within the greater of the following areas, (i) the area defined bs the drip line of the tree, or (Ii) an area around the tree equal to one and one-half feet (1-1/2') in diameter for each one inch of tree caliper. The Reviewing Official mas reciuire a lar·ger tree protection zone baoed on tree size, e,pecle&, 50\I, or other conelltlone,. · f. Mulch Laser Required, All areas within the reciuired fencing &hall be covered completels and evenl::J with a minimum of three inches (3") (?f bark mulch prior to installation of the protective fencing. Exceptions ma::1 be approved b::J the Reviewing Official if the mulch will aciver5el::J affect protected ground cover plants. 9. Monitoring Required During Construction, The applicant shall retain a professional arbori&t or other qualified professional to prune branches and roots, fertilize, and water as appropriate for ans trees a.nd ground cover which are to be retained. h. Alternative Protection, Alternative safeguards ma::J be used if determined bs the Reviewing Official to provide eciual or greater tree protection. '3. Maintenance, a. All retained tre<::ee,, inclucli11g protected trees, sha 11 be maintained ' de Ce toi::,ment · perr11 it i s'sued it or t111:, project. for at least five(:;,) sears from the date of the final land --------c~ -~-------· -·---------------· ------------------------. --, ... --~---'\ b. Al I retained trees and vegetation sha 11 be pruned and trimmed to ma int a in a hea lth::J growing '.condition or to prevent failure. limb c. With the exception of dead, di5eased, or damaged trees specificalls retained to provide wildlife habitat, dangerous trees, as defined In RMC 4-11-200, or e,tolen trees shall be replaced within three (3) months or during the next planting season if the loss does not occur in a planting seae,on. When providing protection zone measures do not extend .Into off site prapert::1. Al5a do not mulch around protected trees that are existing In established ornamental planting areas or lawn areas. -. Consult with Certified Arborist if ans development, grading, trenching, etc., must occur in tree protection area. . . Note It is anticipated that trees ~ I, 0 anel 1 will be oute,ide of the construction area. These three trees to be tagg,---J and clearls labeled " Tree to be retained". If construction actlvitS must occur within the drip line of these trees, protection fencing as outlined above must be set in place prior to construction. FORM 2" WATER BASIN TOP OF ROOT CROWN BARK MULCl-l PER 6FECIFICAT!ONS KEEF MULCl-l 1-2" AWAY FROM STEM OF f'LANT EXISTING SOIL DEEPLY 5CARIFY AT 51DES OF PLANT POCKET BACKFILL WITH AMENDED NATl'!E SOIL AND FERTILIZER PER SPECIFICATION$ 5ET AT 1/2" HIGHER Tl-lAN GROU.N IN NURSERY FIRM BACKFILL 1.N PLACE AND U!ATER IN U!ELL Si=T TREE I" ABOVE GRADE AS GROWN IN NURSERY THAN ROOTBALL FOR SHRUB5 AND 8" FIRM BACKFILL IN PLACE AND WATER IN WELL fi-)-l---T_R_E_E_ST AKING DETAIL \_-1_ SECTION N.T.S. WIDER Tl-lAN ROOTE3ALL FOR GROUNDCOVERS DEPTl-l TO E3E SAHE AS ROOTE3ALL OR 12" Wl-llCl-4 EVER IS GREATER 0 >-=S'--'f-l_,_R=U=Bc_·..1-...p--"'L"--'---A---'--N---'--T'---'l'----'N=G~D--=E=---cT--'--A--'--1 !=L __ ~N=.r=s--~ SECTION oEC i u 200~ p.ECE\\/EO REVISIONS 12-15.08 1417 NE 80th St,· SEATILE, WA 881 HS TELE 206.5'2.2ll4 FAX I- <( _J _J (.'.) z w LL 0 . ·~.·.· ~~' S1ATE OF • .' W.'SHINOTON REGISTEREO LANOSC>l'E ARC~ l' rt.O~l _-.1~L euc~ ,· 1 CERTiflCAJE N<;,, a1: ,· , DRAWN: JOB: SHEET: of 2 • • § I (j) (j) I 0.... 0.... 0.... N w E ' s 1 NEW HOME ON LOT 2 SHALL BE SPRINKLED . TREE LEGEND ~ DECIDUOUS TREE T1: 12 • DOGWOOD T2: 11 • FRUIT TJ: 16" APPLE (TBR) T4: 6" FRUIT (TBR) T5: 16" CHERRY T6: 6" HOLLEY Tl: 7" FRUIT . . EX STRUCnJRE TABLE #1: SSMH RIM = 90.06 8" RCP N.-S.= 72.04 #2: SSMH RIM = 90.89 8" RCP N.-S.= 74.92 #3: CB RIM = 88.20 6" CONG. S.= 87.00 FINISHED FLOOR ELEVATION OF NEW HOME SHALL BF; NO LOWER THAN 81.0 TO FACILITATE GRAVITY SANITARY SEWER. A-2 APPROX/MA IF lOCA TIO/I OF CA TFGORY 2 l!fllANO BOJ..INOARY A-T I . I I I TAX PARCEL fJJ4040-10 T 0 I I 50' l!fll.AN BUITTR I I ;; ,, c. \ j 0 000 Ri:TA1NI/JG WALL S. F"AC[ , HO' 5. OF \ \ P[~!Y LI~ \ -· "' \ J (7' ~ ~ 7 LOT 55 -TAX PARCEL #334040-1170 . BLOCK 7 • C D HILLMANN SS ADDITION .: . GARD£ EARLiNGfOND!ViS!bN G1 74) (VOL. 17, p • I I I I I o . 0, 90 0 \ 1' ©11 I JO' (i, (i, -0 \ I } I .,, I t \: I % i "' I I I I - AC/UN. LOO.TION OF SSI/H IS S09'5J 0 284.Jll'i: OF N'LY SSI/H LOCATED OF SECTION 19, IN THE N. W. 1/ 4 OF THE S.[. 1/4, RANGE 5 E, · TOWNSHIP 23 · NORTH, slape-~- small catch basin of yard drain 2' X 1 0' lev el trenchi,s !;700 sq. ft. T)1)e I CB standard >700 sq. ft. dispersion ll-ench W.M. level outlet ------ w/ notched grade board lengt h 10' per 700 sq. ft. of roof area, 11(! -J/< m 1111 ~---4----- . LIH.OHOLN .4 VE . PLAN VIEW OF ROOF NTS see Figure {2.2.C of the Surface Wat.er Design Manual TRENCH X-SECTION NTS DOWNSPOUT TRENCH ED 8" AD.S. . 1.£.-90.04 I I I I I I I I I ,L NTS 1 EX 8" WATER I I I I I I I I I I I I I I I I I I I a· A.D.S. /.£.=88.95 S. 19TH S1'. . r··. . .ACT.UAL LOCATION .OF FIR[ HYDRANT IS 86.90 ' [. BY . 148.25 ' S. OF SE PROPERTY CORNER ~ca . Rl!.1=87.41 a• CONG. S. IL =85 . 66 6" CONC. N. J.£.i.85.76 NOTES: I. This trench shall be constructed so · as to prevent point discharge and/or erosion. 2. Trenches may be placed no closer than .50 ·feet to one another. (100 feet along flowllne) · 3 .. Trench Cli1 d grade bo?rd must be lever. Align to follow·· contours_ of site. 4. Support ppst spacing as required by soil conditions to ensure grade board remains · level. 2" gr<,de board n otGhe:; galvanized bolts 2" X 12" i. r essu re - trea l 'cld grade board • • N ,o -...., 4 • x 4' support pas\ • C . .. (j) E 2" filter fabric 1'-0 min 0 .o Cl 0 0 O Ov pipe 1'-0 min Cl oo oV 0 0 0 0 o V O.D. 1'-0 rnin end cop or plug clean out wye from pipe 4" .. or 6" perforated pipe l aid flat/level ~~----' ·-~·-·-type I CB w/solld cover (locking) • -A II II :--,n-f-lu_e_n_t_p_l-pe..,(ma< des ign flow .s 0.5 . CFS per trench) ,., • PLAN NTS 0.D. ~ a1-. •'2.0 (\> 4 " or 6" perforated pipe laid flat clean (.s5% fine~ 11;2 -3,4 washed rock clean out wye from pipe ~ flow to· second dispersal trench if necessary t fiow to other · branching CB's type I CB w/solid cover VICINITY MAP OLD LEGAL DESCRIPTION: 1515 Lake Ave S. Renton, WA (PER STA _TUTORY WARRANTY .DITD RECORDING NO. 20051011001921) LOT 56, BLOCK 7, C.D. HILLMAN'S E:ARL/NGmN ,,,RD[N$ .<.OOITl•)N Tu THE CITY or SE.\TTl£, ACCORDING TO TH[ PLAT THEREOF RECORDED IN VOLUM[ 17 OF PLATS, PAGE 74, R£COROS OF .KING COUNTY, WASHINGTON 5/TIJATE IN TI,£ COUNTY OF KING, STATE OF WASHINGTON. BENCHMARK: CITY OF RENTON BfNCHIMRK NO. 476 FOUND CONCRIT£ MONUMENT W/ BRASS PIN IN C,,.S£ 15' EAST OF JNTERSE:CnoN OF 5HATT1JCK AVE:NU£ AND SOUTH 15TH STR££T EL£VAnON: 1J2.86 U.S. FT. · SITE BENCHMARK: 600 NAIL SET IN W. FAC£ OF UTIUTY POL£ fl. •94. 62 U.S. FT. VERTIC4 DATUM: NORTH AM£R(CAN VERTICAL Dl\1UM OF 19&l CONTOUR INTERVAL: . .2. (it~.:.. ~J?, : .. , 1~:j -· --: . -'''~-"\df:;1t;'#);l':'';···~.-:~::~;~'.f-''i':3 _,~;;:_.:,:'.T;,t,:,,\;,j· .-.0c;-_!.'.Y::. :· "· ~~-AB1JP.s¥EAc..'BN8------"-·-· -,_ ---~~-~-· ·~c ~· --- BLC C CB CL co _) BUILDING CORNER COMPACT G.A. TCH BASIN CLASS CLEAN OUT D ODCV OJ OS 0/W EL ESMT FD roe FF FHY FL H/C 7£ ·LF L/S :: I STORM GRAIN -i OOUBLE DITECTOR CHECK VALVE - 1 DUCTILE /RO N . . --_I DOWNSPOUT . DRIVEWAY EL£VAnON -EASEMENT FOUNDIITION DRAIN . -AR[ DEPT. CONNECnON AN/SH FLOOR ARE HYDRANT FLANGE JOINT HANDICAP IN\1£R T EL£VAnON LINEAJ? Ff:IT LANDSCAPING LECEND: DESCRJP7'/0N STORM SEWER SANITARY SEWER WATER AC PAVING CONTOURS STORM CATCHBASIN SANITARY S£W£R MANHOLE WATER VALVE: ,'JR£ HYDRIWT UTIUTY POL£ N.E!r • MH MJ O'MD PL R R/W s SQ FT S/W TC TP U.N.O. s w £ N NW SW N£ 5£ MANHOLE !./[CHAN/CAL JOINT OVERHEAD PROPfRTY UN[ RADIUS RIGHT-OF-WAY W/ITARY SEWER SQUARE FEIT SJDEWN..K TOP OF CURB TEST PIT UNLESS NOTED OTHERWISE SOUTH WEST EAST NORTH NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST EXIST/NC [X. STORM ---- --~· 50 --- iliil .. . .-··~··· . ' ~ ,: . . ,,•;·/ !"''\.'~. ·, ·:,,;.~--- . i .'.\ •. ,;.. ·_:t,t;, '. :. ,,.~r;.;. . '• ' --~-.- ' .:,_;,.~'"(. -;; ..... .-., .. rf;\:·_-- ··:::_1~,1;;· ~-'-'It,'" 'i'- . . ,,.•.::: , :~:ii1~_\ ·S . . ' . ,·:,- ~ ' ... GENERAL UTILITIES/DRAINAGE ----=~-=~==----''------''-=•• ' CONTROL PLAN *15% max for f l ow control/water quality treatment In rural areas. SECTION A-A NTS as n·ecessar y WATER MITER RECEIVEfJ 1 "=30' Cramer Northwest Inc. ENGINEERS, 945 N. (2 53)852-4880 (local) SURVEYORS & PLANNERS CENTRAL, STE. #104, KENT, WA . 98032 or 1-(800)251-0189 (toll free) (253)852 ··4955 (fax) E-MAIL: cnlOcramernw.com DISPERSION NTS 1------<1--~----------~-~-...;.a...-~---+----+---+--~--1 -LSK LSI< t---c!---------------------,--+----t---+----L _________ -.'--1 0-Ei<m 1------ll-------~-----------~+----+----+-------l LSK NO. REVISION BY >-,--------< DATE APPR """°""' TRENCH W/NOTCHED . BOARD CB CITY OF RENTON Planning/Building/Public Wo rks Dept. CULVERT MAIL BOX GUY ANCHOR T£L£PHON£: MANHOLE SIGN POST QUI FENG LI SHORT PLAT FOR RAYMOND NG GENERAL UTILITIES/DRAINAGE CONTROL PLAN [ID MAR O 6 1014 CITY O' REN'rON PLANNf~ G DJVI.SION ,.,,, 07/28/08 -""" 1 w :a <( z f- l) w ~ 0 De'. n. N s UTILITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONS1BLE FOR VER1FY1NG THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UT/LIT/ES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCT/ON. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSJNGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICT, SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WJTH CONSTRUCTION. NEW HOME ON LOT 2 SHALL BE SPRINKLED I \ gO 0 \"' ~. \g C, 30' Is\ ~~ ti, I " LOCATED OF SECTION 19, LJN.DHOLM A VE. 8" A.D.5. 1.E.=89.86 8" AD.S. l.£.=90.04 \ \ \ \ IN THE_ 1\J. W. 1 / 4 0 F TOWNS'/--1/P 23 NORTH, Surface Woter Drainage Notes and Specifications TH[ S.E. RANGE 1/4, 5 [, W.M. 1. BEFOOE ANY CONSTRUCTION OR DEVELOPMENT ACTI~TY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD l\1lli lliE CITY OF RENTON PLAN REv1EWER. 2. All constr0ction shall be in accordance with the current Standard Specifications for Road, Bridge and Municipal Construction prepared by IISDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Deportment. J. The surface water drainage system shall be constructed according to the oppro<ed plans, which ore on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be Oil the job site whenever construction is in progress. 5. Datum sl:ail be NAVO 88 unless otherwise approved by the City of Renton Public Works Deportment. Reference benchmark and elevations ore as noted oo the plans. 6. All sedimentation/erosion facilities must be 11 operation prior to clenring and building construction, and they must be satisfactorily maintained until construction \ t \ I O> is I \ \ I z ~ TAX PARCEL ~\ #334040-0995 .._, ti "'· \ 50' WETLAND BUFFER APPROXIMATE LOCATI::2Q OF CATEGORY 2 WETLAND BOUNDARY ----------+--- A-1 TAX PARCH #334040-1010 ONSITE DRAINAGE NOTES I \ I \ \ \ NEW CATrn BASIN RIM AND INVERT ARE SHO\\N BECAUSE OF 15% MAX SLOPE UMIT. All OlliER ONSITE DRAINAGE FACILITY ELEVATION INFORMATION IS NOT PRO~DED AT llilS TIME. DUE TO SITE CONSTRAINTS, llilS INFORMATION COULD VARY l\1DELY BASED UPON HOME SELECTED. ( ,· U) ·-"""'~~---,__ I_,__ ---·-'.'La'..~,._:.;_~,.,,,___,,..ca.-"-'.,_. __ -. -..~,--·~•"--·-., --,,.~_,-........c: .. ..o-,·-· _,._,_._........,___ ,......--. <(.'.;;,',~,-,,,. ·•-: .,,1e,·'<,:,;•.~ '"''-'';,•/.J<i'.·~_,;,e;,,:, .. -. ·. ,:C'S· I ~OT 2 I \ BLOCK 7 , C D HILLMANNSS ADDITION • • GARDE EARLiNGTONDIVLSIONG1 74) (vOL. 17 , p • DRAINAC)-E PLAN galvanized bolts 2" X 12" pressure treated grade board 1 "=30' 0 0, I min. rigid 6" perforated pipe laid flat ' clean (,:5% fines) 4" X 4' support post ' f' -1 f' washed rock ~ .s • . ' ~"<.«-<; NOTES: E . '/ ~ "., '»-. ~'«('<( -ti------~,-+,.,+----~»~~ 1. This trench shall be constructed so «~,/,/~.( as to prevent point discharge and/or erosion. filter fabric *15% max for flow control/water quality' 2. Trenches may be placed no closer ~[l:(;1J1]@JM /Ac/A treatment in rural areas. than 50 feet to one another. (100 feet """"" along flowline) IN.llll.2! C, I "' I 0 "' "' \\ ACTUAL LOCATION OF SSMH IS S09'5J 07 284.JB'± OF N'LY SSMH ') "' 0 "' "' I I \ #3 ''(!, flow to second dispersal trench if necessary ----- t D i r---.._ - \ flow to other branching CB's as necessary 3. Trench and grade board must be level. Align to follow contours of site. DISPERSION TRENCH 4. Support post spacing as required by soil conditions to ensure grade board remains level. NTS TRENCH CALCULATION ONSITE DRIVEWAY = 1871 SF \ \ \ completed,_ond the potential for on-site erosion has passed. 7. All retenlion/detention facilities must be installed and in operation prior to or in con~nctioo with oil construction activity unless otherwise approved by the Publ ic Works Deportment, Surface Water Utnity Section. 8. Gross seed may be applied by hydroseeding. The gross seed mixture, other than City of Renton oppro<ed standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Deportment, Surface Water Utility Section. ent ipe 9. All pipe c,nd appurtenances shall be laid Oil a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specificotio;i for Rood and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundotioo material, as well as plocem and compodion of required bedding material, to unifonn grade so that the entire length of \he pipe will be supported on a unifonnly dense, un)ielding base. All p bedding shali be APWA Closs "C", with the exception of PVC pipe. All trench backfill shall be compacted \o minimum 95 % for pavement and structural fill and 90 % otherwise per ASTM D-1557-70. Pea grovel bedding shall be 6 inches over and under PVC pipe. 10. Gol,ani,ed steel pipe and oluminized steel pipe for oil drainage facilities shall hove asphalt treatment #1 or better inside and outside. 11. Structurc.s shall not be pennitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet worn the top of any chonn~ bank. 12. All coli.I: basin grates shall be depressed 0.10 feet below pavement level. 13. Open col rood crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrafr:r. \ EX 8" DI WATER \ 14. Rock /or/ erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and mus\ meet the following specifications: \ \ \ \ I \ I \ \ \ \ 4 -8 inch rock / 40 -70 % passing; 2 -4 incl, rock / 30 -40 % passing; and less \hon '' inch rock / 10 -20 % passing. 15. All bui1d(ng downspouts and footing drains shall be coonected to the storm drainage system, unless approved by the City pion reviewer or Surface Water Utility Section. ~i! accurately dimensiooed, certified as-built drawing of this drainage system will be submitted to the City upon completion. 16. lssuon1;e of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with stonn sur_l9ce water disposition. Further, the City of Rentoo does no\ accept any obligation for the proper functioning and maintenance of the system provided during coD,~·;rudioo. 17. The C6~troctor shall be responsible for providing adequate safeguard, safety devices, protective equipment, floggers, and any other needed actions to protect the life, heoltn: and safety of the public, and to protect property in connection with the perfonnance of work co..,,red by the contract. Any work within the tro<eled right of way thit may interrupt nonnol traffic ~ow shall require a traffic control pion approve by the Public Works Deportment, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). ' . ' ------~,~--- ?· ;,,.,.u; .• --.~·,, f ACTUAL LOCATION OF FIRE HYDRANT 15 86.90' £. BY 148.25' S. OF S.E. PROPERTY CORNER pipe 0.D. __ ,. -0-+ .... /-+--1' -0 type I CB notched grade board 21· x 2" notches 18" 0.C. I w/s olid cover 50' max Length per pion ( I I I f--16" 0.C. -+·1 2,, ~ -:~ I 2~ 2" grade board notches CD ' I j t. min IA L ·, min ' ' end cap or plug clean out wye from pipe min. rigid 6" perforated pipe laid flat/level type I CB w/solid cover (locking) IA influent pipe (max design flow s0.5 CFS per trench) ~~.-~--t---cleon out wye from pipe ' 1871/700=1.67 2.67x10=26.7' (USE 27' TRENCH) S. SURVEYED; 18" / + C, ~-/l ~ t6" min I -' TREE LEGEND ~ DECIDUOUS TREE T1: 12" DOGWOOD T2: 11" FRUIT T3: 16" APPLE (TBR) T4: 6" FRUIT (TBR) T5: 16" CHERRY T6: 6" HOLLEY T7: 7" FRUIT Al ,,.ft-- I r -- ,<.~c;L ~ ~ . I / < A~ CV ' i,,, ~ f,)" ~ 'T y I , ,. ~ ...L ~ . \ 9' ' / y EX STRUCTURE TABLE #1: SSMH RIM = 90.06 8" RCP N.-S.= 72.04 #2: SSMH RIM = 90.89 8" RCP N.-S.= 74.92 #3: CB RIM = 88.20 6" CONC. S.= 87.00 level outlet 1T ,,.. ,\ , 4" RIGID PERF PIPE -min, I l ' l -r J ..., [_ ,,-I / "' ~ H ' . I ' ' ' \ 1--24" MIN. --1 ,r~~©IYJ }:{~~©m@~ m~ '-------" 1" i -1 2 WASHED ROCK slope Small catch basin or yard drain I f~ ~N@IF ~OOIF ~'ii'~ ,--,---------------· ---------------· ---------------· ---------------· § ~~ %'!-~ -:::. :=:~~ -----------,....,....,....,....,---,,---,, -,....,....,-,....,.... __________ _ ---------------· ---------------· ~-~---------------· ,--~---------------· ---------------· ---------------· _______________ , ---------------· ---------------· ---------------· ---------------· ---------------· ----------------:=::~%'!~ . -· §}i)~i~ ---------------· ---------------· ---------------· ---------------· ---------------· ---------------· ---------------· ------------------------------------------------_______________ , _______________ , _______________ , ~-~---------------' llflmlmilllii ~~ ~ lml!I 1-~I(; 11:.:!. i.@, IJi. ~, E mm. 'i/'i 'illl1$ a\llllW DOWNSPOUT DISPERSION TRENCH NTS REC IVED MAR O 2014 C!l'Y OF , i:NTON PLANNING )/VISION RECOMMENDED FOR APPROVAL BY: -------------DATE: ___ _ BY: __________ _ DATE: ---- BY: -----------DATE: __ _ BY: -------------DATE: ___ _ D,1.,T£; Larry Krueger, 608 Tillinghast Dr., La Conner, WA (360) 880-7871 98257 CNW 1---+--------------------·H---f-----t--------, OESIGNED, '[ ~K l---+--------------------1 DR'WN: 1 .,; ---r----r--i-,-"'-"_":;_'LS:.c.K ____ --4 1 "=30' VERTIC>J...: W.VD 196a HORIZONTAL: N,1D 1983/1991 CITY OF RENTON QUI IFIEINIG ll SIHJOR,l fllLAl !FOR, RrA VMOINID NG 11/26/12 I---+--------------------,-;--+----+---, LSK Ii BY DATE APPR 1-,~--,-----"" ~-----------------------------------------------'------.._L___ __ _,___ ___________________ L, E-MAIL: ddub67@wavecable.com NO. REVISION ONE INCH >,T FULl SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. SHEET: Of: 1 A-NNNNAA RECORDING NO. \.,tY 0 VOL./PAGE (,~~ CITY OF RENTON +ffi + . ,;,i ,. <" SHORT PLAT NO·-----~------- efi N "i r:, KING COUNTY, WASHINGTON QI FENG LI SHORT PLAT LOCATED IN THE N. W. 1/4 OF THE S.E. 1/4, SCALE: GRAPHIC SCALE '. 1" =30' . I STRUCTURES: /1 SSMH RIM=gQ,06 8" RCP N.-S.=72.04 /2 SSMH RIM=gQ,89 8" RCP N.-S.=74.92 /3 CB RIM-88.20 6" CONC. S.-87.00 TREE LEGEND: ~ DECIDUOUS TREE Tl: 12" DOGWOOD T2: · 11" FRUIT TJ: 16" APPLE T4: 6" FRUIT T5: 16" CHERRY T6: 6" HOLLEY T7: t FRUIT I I " JAX PARCEL :1_;~ #JJ4040-0995 ,, ,. 20' AREA OF GI/EA/ER THAN 40:l SLOPE A-2 APFffiXIMA TE UJCA TICW if CA TEG/JIY 2 1/fTUJ,CJ /JOU'lJAflY 15' A-J 50' WETLA/lJ BlFFER \ I TAX PARC£/. /334040-1010 I \ LEGEND: @ FOUND MONUMENT AS DESCRIBED 0 FOUND REBAR & CAP AS DESCRIBED ® SANITARY SEWER MANHOLE Ollll CATCH BASIN @ CULVERT .. FIRE HYDRANT a> WATER VAVLE OF SECTION 19, TOWNSHIP 23 NORTJI, RANGE 5 EAST, W.M., KING COUNT:!~ WASHINGTON 1 inch = 30 FT. PORTION OF: 30 0 •.30 N.W. 1/4, S.E. 1/4, SEC. 19, T. 23 NORTH, R. 5 EAST, W.M. LAND USE ACTION NUMBER: LUA-XX-XXX-SHPL FOUND CONCRETE MONUMENT W/ 1/2" BRASS PLUG /N CASE CIT( OF RENTON /0 NO. 476 N 173,226.586 (FT) LAND RECORD NUMBER: LND-XX-XXXX FOUND CONCRCTE MONUMENT - W/ :J/Ef' BRASS PLUG IN CASE ··@:: · E 1,299,294.163 (FT.) 589 '46.46"E 871.61 · (MEAS.) . · 461.6J' (CALCO) -~--~ 410.00' (CALCD:c:)-,+_:::@:-: __ -Qig~l · ~ : 'i gO LJ,·un'ff,O'L u A uc;,. JJ 53 .73 • (MEAS.) FOUND 2" .IRON PIPE W/ 1/8" ZONING: R-8 DENSITY: PROPOSED PERMIITED 7.4 8.0 PROPOSED BUILDING PAD I I ... ·\ /I ® ! \ I;·~· I \" I \;c. \-< iY .v. i,i r i:, \ (BASIS OF BEARINGS) BRASS PIN IN CONCRffi IN CASE C/1'( OF RENTON ID NO. 659 N 173,222.610 (FT.) E 1,300,447.885 (FT)· (:<1 B" A D.S. \,!! I.E. -89.86 <{cl·· , 8" AD.S. I.E.=90.04 I \ I I I I I \ \ I GRAPHIC SCALE 1"=30' ___ I 0 30 BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN CIT( OF RENTON ID NO. 476 AND ID NO. 659 BEING SOUTH 89'48'09" fAST, RECORDS Of THE CITY OF RENTON. I LOT 57 d 20' INGRESS, EGRESS '_ "' / ~ 1'D ~nuTY1TfAS 2 EMENT ------·--_-_,',,:,-~ I I \~ ' · NOTES: 1 MONUMENT VIS/ffD ON 1-17-05. 589 ·47 '031:· 203.91' 0 1J5.99' BLOCK 7 , . C D. HILLMAN 55 ADDITION . N GARDEN EARLINGTO 01v1s10N I 74) 17 pG. 0 WATER METER ~ UTILJ1'( POLE OJ] MAIL BOX f--GUY ANCHOR -0-25 M.P.H. SIGN (i) TELEPHONE MANHOLE . ,,.,,.,., ..... ~,-.;.,,;. ,·,; .. .,., , .... , (VOL, ' _____ ..,_ :., .. ,, ·----•., I ,; <o I '° 0\ .1--1,~ S/ff BENCHMARK ~ ~ ~ '-\-f · 1 · 600 NNL SU \ n\ ..._, IN W. F~C£ OF \~ ';t,. I I I I I I I I UTILITY PX£ '/i "C. U.S. rEG ~ ~ --~---"------~. ----·-- n Yl \~ \" \ \ 2. THIS SURVD' WAS PERFORMED WITHOUT THE B£N£FIT OF A CURRENT nTLE REPORT ANO THEREFORE DOES NOT PURPORT TO SHOW ALL fASEMENTS, COVENANTS, CONDITIONS OR RESTRICTIONS, IF ANY. J. THE BOUNOAl?/£$ SHOWN ON THIS SUR\"E:.Y R£PRE:SENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE Bc_Q£IE;RJ.IINF. --·-----------·--, \ ------·------= --------------····--···-·-·---~----- VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARK: CIT( OF RENTON BENCHMARK NO. 4 76 FOUND CONCRETE MONUMENT W/ BRASS PIN IN CASE 15' EAST OF /NffRSECT/ON OF SHATIUCK AVENUE AND SOUTH 15TH STREET ELEVATION: 132.86 U.S. FEET SITE BENCHMARK: 600 NAIL SU IN W. FACE OF unurr POLE EL.-94.62 U.S. FEET CONTOUR INTERVAL: lo \ -o 30' I I .\ \ 2.00 U.S. FEET (CONTOURS BASED ON AG/UAL FIELD SURVD'.) REFERENCE SURVEY: l ,rz:, "' 'e', I'\ /3 i I C/1'( OF RENTON SHORT PLAT RECORDING /20001120900004, VOLUME 141, PAGE 179 PARENT PARCEL: ' ' \ "-I TAX PARCEL /334040-1180 '=, <Zl TOTAL AREA: /5,00J± SQ. FT. ACTU.<,l LOCATION OF ss,i7Tis S09'5J'O E 28"f .• i3'± OF N'LY SSMH I "' I»' 8" A.D.S. \ 12 '\ •• i_"':. ____ ,.E.-B 8 . 95 NEW LOT AREAS: N89 '5f53.: ~ri16.~~LCDJ . , LOT I: 5,001± SQ. FT. -------ti~Ecr1VED LOT 2: /0,002± SQ. FT. (GROSS) ,( -NU AREA: 8,285± SQ. FT. w l') <( (1_ f ACTUAL LOCAnON OF . "ARO {j '/0'4 GREATER THAN 40:l SLOPE: 1, 198± SQ. FT. flRE HYDRANT IS 1v, · ' AREA OF 40 ;; SLOPE BUFFER: 1,411± SQ. FT. 86.90' E. BY 148.25' S. OF .. AREA OF EASEMENT: 1,717± SQ. FT. SE PROPER1'( CORNER · C!'f'{ Of Rt.NlONwETLAND BUFFER: 2,042± SQ. FT. . PLANNING DIVISION '-- ..J 0 > P J Cramer Northwest Inc. .1! 'i; Surveyors Planners & Engineers INSTRUMENT USED: GEODIMUER 600 ANO/OR TRIMBLE 5603DR200+ METHOD: TRAVERSE EXCEEDING REQUIR[),!£NTS OF WAC. CJ2-130-090, • 945 N. CENTRAL, STE. #104, KENT, WA 98032 (253)852-4880 (local) 1-(800)251-0189 (toll free) (253)852-4955 (fox) E-MAIL: cnl@cromernw.com INDEXING DATA: N.W. 1/4, S.E. 1/4, SEC. 19, T. 23 I/ORTH, R. 5 fASf, W.M . DRAWN BY: C.D.P. CHECKED BY: O.B.H. DATE: · Thu., Dec. 11, ~008 SCALE: 1 inch "" .30 FT. JOB NO.: 2007-074 SHEET: 2 OF 2 PRC.~;~:cr NAME::: RATYOND NG 1/cREAiED: Weq May JO IO_·J7:.<~2oo7 PREV. PLOT: Wed Dec 10 12:4-1:24 200 PLOITfO: Tiiu., Dec. I J, 2008, 8:50:14 c;: Chrfo P. JOBS W07-0NS-10-2J-07.pro