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Home My WebLink AboutLarge FormatLUND SHORT PLAT II LAND USE ACTION NO: LUA 15000859 LAND RECORD NUMBER: LND 200624 PROPERTY OWNER: HCH LUND LLC. P.O. BOX 188 PUYALLUP WA 98371 CONTACT: 253-840-5660 OWNER'S DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE; THE UNDERSIGNED BEING ALL OF THE OWNERS OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME; AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. HCH LUND, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: STATE OF COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY Jon.Hw /J,dr.lt . SIGNED THIS DEDICATION AND ON OATH STATED THAT {HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ~ , oF NCH 1,u,Jac TO BE TH. FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. PLAT NOTE~~: TOTAL AREA: PROPOSED LOTS: ZONING: PROPOSED GROSS SF {LOT 1): PROPOSED NET SF {LOT 1 ): PROPOSED GROSS SF {LOT 2): PROPOSED NET SF {LOT 2): CRITICAL AREA SF: CRITICAL AREA BUFFER SF: STREET DEDICATION SF: PRIVATE ACCESS EASEMENT SF: MAXIMUM DENSITY ALLOWED.· PROPOSED DENSITY: CONFORMED COPY 10,548 SF (24 AC) 2 SINGLE-FAMILY DETACHED RESIDENTIAL 8 {R-8) 5,274 5,274 5,274 5,274 0 0 0 0 8 DUS/AC 6.45 DU'S/AC (BASED ON OVERALL DENSITY OF LUA-14-000582). 20160401900006 ... AT ...... M )UEST OF CITY OF RENTON SPM PAGE-001 OF 001 04/01/2016 10:50 MGR. 157.00 SUPT. OF RECORDS APPROVALS: KING COUNTY RECORDING NO. VOL./PAGE CITY OF RENTON: DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS 1..:..5.~~AY oF tiJLl&..GJJ_ __ , 20J_{i__ EXAMINED AND APPROVED THIS ::?Olb DAY oF J~gf_ch_ ____ , 2ol'2 __ t-----------------..... -------------1 ,~fobnJN_J~~-----------SCALE: 1 INCH = 30 FT. ~ITT.__.._.l.._,l.___l.___ _ __.-----'-_ __.L __ ___.___ __ L_ _ __J AssEssoR CITY OF RENTO DMtN{STRATOR, PUBLIC WORKS DIRECTOR ~$5[~~·-'--;;F-(.l,.....,..._=J ______________ t-P_O_R_T_ 1 _ 0 _N __ 0 _F_: __________ 1s ___ so __ 4_s __ 6_0 __ 1_5 __ 9_0 __ _. AccouNT NUMBER ()Q'D"ltX)-01]7 NE 1/ 4 of NE 1/ 4, S. 29 T. 23 N R. 5 E WM. SE 160THST CITY OF RENTON\ CONTROL PT. NO. 895 20 N:170706.004 f------~ N8a·15·45"w 2659.06 (C) Cl TY OF REN TON CONTROL PT. NO. 1640 N: 170648. 9 76 E: 1305835. 748 DECLARA llON OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTERESTS IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL E: 1303177. 358 29 1925.85' (C) ---FOUND 5/8" REBAR & CAP _____ BY LS #17676 (ACCEPTED) _________ J -------- ' <:::) . r-,, /' .. ___ -..L .... NBa·30'54"w 124.88' 74.06' ------------- lO ~, C\/ r:-:: LOT A cs: 5,274 SF ' 0) .0-J "l (') in ' • V • 74.06' 58826'3/"£ 149.91' l i ,, t' LEGAL DESCRIPTION: SE 16'2NDS7" (EX. 60' CITY OF RENTON J?. O. W) N88'30'54"W ---'~--=---. .-:.-.• ~_.._, -'-··-·---· <~ 50.82' LOT B 5,274 SF 10' u'ht/ty -~- EASEMENT (T'r'P.) I 75.85' I I (j I C) I r::_-jl '0 I C) CJ d ,Lu 0, l/) .0-J "l ~"') < 30' "l "l (!) ~, ,Lu 0) ,C'\J "l ~ ~ 2: L FOUND PUNCH IN BRASS CAP STAMPED "17364, SET IN 3"X3" CONCRETE MONUMENT IN CASE I 30' RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. SURVEYOR'S NOTES: 1. BASIS OF BEARING: CITY OF RENTON SURVEY CONTROL NETWORK PER KING COUNTY SHORT PLAT NO. L04S0037 BY BEN PETERSON DATED SEPTEMBER 2007 AND RECORDED IN VOLUME 232 OF SURVEYS, PAGES 9-12, UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON, AND AS SHOWN HERE ON 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE SUBDIVISION NO. 2301950, DATED AUGUST 8, 2014. IN PREPARING THIS MAP, LARSON & ASSOCIATES HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS LARSON & ASSOCIATES AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON Tl-IE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN SUBDIVISION GUARANTEE, LARSON & ASSOCIATES HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE LARSON & ASSOCIATES QUALIFIES TH£ MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IN: 008800-01 77 4. ALL DISTANCES ARE IN FEET {U.S. SURVEY FEET) 5. THIS SURVEY RETRACES AND HOLDS CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000582 RECORDED UNDER RECORDING NO. 20140728900008. TITLE EXCEPTIONS: FIRST AMERICAN TITLE NO. 2301950 1-5. NOT APPLICABLE TO BE SHOWN ON SURVEY. 6. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON PLAT OF AKER'S FARMS NO. 6, AS RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON {NOTED HERE). 7. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY AS RECORDED UNDER RECORDING NO. 7502180394, RECORDS OF KING COUNTY, WASHINGTON (DESCRIPTION INSUFFICIENT TO PLOT ON SURVEY) B. THIS PROPERTY JS, ~U[!Jf:G_T lO THE TERMS AND CONDITIONS OF AN EASEMENT TO PUGET SOUND ENERGY AS RECORDED UNDER RECORDING NO. 20070503002725, RECORDS OF KING COUNTY, WASHINGTON. (DESCRIPTION INSUFFICIENT TO PLOT ON SURVEY) 9. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON SHORT PLAT NO. L04S0037, AS RECORDED UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON. {SHOWN AND NOTED HERE) 10. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON LOT LINE ADJUSTMENT, AS RECORDED UNDER RECORDING NO. 20140728900008, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN AND NOTED HERE) LEGEND 0 FOUND 5/8" REBAR & CAP BY LS #28238, UNLESS OTI-IERWISE INDICATED (DATE VISITED: 6-21-2015) • SET 1/2" REBAR W/ORANGE PLASTIC 1.0. CAP MARKED "RLS #27195" & WHITE STAKE FOUND MONUMENT AS DESCRIBED (DA TE VISITED: 6-21-2015 -----CEN1ERLINE RIGHT-OF-WAY --BU/LO/NG SETBACK LINE 20 VICINITY ------RIGHT-OF-WAY -----EASEMENT LINE MAP LJ vi (C) CALCULATED -PER SHORT PLAT 200 70919900008 Sf 162ND ST. ~ "<( SITE 2: 't--- SE 164TH ST. LJ Lu vi Lu LOT ADDRESSES: vi ~ vi Lu vi NEW LOT 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000582 AS RECORDED UNDER RECORDING NO. 20140728900008, RECORDS OF KING COUNTY, WASHINGTON SE 164TH ST LOT A: 11317 SE 162ND ST. RENTON, WA 98055 ~ "<( "<( ~ ~ i:l: "<( "<( TOGETHER WITH AN EQUAL AND UNDIVIDED INTEREST IN TRACTS C AND E OF SHORT PLAT NO/ L0450037, AS RECORDED UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUN!Y, WASHINGTON SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN COMFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF: HCfl UND, L.L.C./f JUNE 2015. L , ~,,~L/ DA~E .. 3(z~t" OBERT l. SWIFT PROF. LAND SURVEYOR CERnFICA TE NO. 27195 FOUND BRASS TACK IN LEAD, SET IN 4"X4" CONCRETE MONUMENT IN CASE "THIS SURVEY WAS PERFORMED BY CONVENTIONAL FIELD TRAVERSE METHODS UTILIZING A LEICA 1200 SERIES ROBOTIC TOTAL STATION AND COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT CHAPTER 58.09 RCW AND 332-130-070 WAC" LOT B: 11323 SE 162ND ST. RENTON, WA 98055 LARSON AND ASSOCIATES 9027 PACIFIC AVENU£, SUIT£ 4 TACOMA, WASHINGTON 98444 (25.3) 474-.3404 -i!: 2: i!: --"l Ol -l/) () --~ 28 SCALE 1 "= 1000' 29 DWN. BY CHKD. BY RJE RLS DATE JOB NO. 03/22/2016 8358 SCALE SHEET 1"=30' 1 OF 1 RECEIVED ~~~------APPROVALS: KING COUNTY RECORDING NO. VOL./PAGE Ft.B O 2 Z0\6 CITY OF RENTON ·$ LUND SHORT PLAT II LAND USE ACTION NO: LUA15000859 LAND RECORD NUMBER: LND 200624 PROPERTY OWNER: HCH LUND LLC. P.O. BOX 188 PUYALLUP WA 98J71 CONTACT: 253-840-5660 OWNER'S DECLARATION: KNOW All PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED BEING All OF TH£ OWNERS OF TH£ LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO 8£ THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH TH£ FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. HCH LUND, LLC A WASHINGTON LIMITED LIABILITY COMPANY BYc ·~~ JONAT,WIBARTELLS,MAA' STATE OF COUNTY OF I CERTIFY_THAT I KNOW OR H~E SATlf_FACTORY EVIDENCE THAT :-SoncltEW\ ber+€\'.s, _ SIGNED THIS OED/CATION AND ON OATH SE4TED THAT 'r(u!/SHE) WAS AUTf/ORIZEO TO EXECUTE THE INSTRUMENT ANO ~CKNOWLEOGED IT AS THE TO alrtPf~~;~ VOLUNTARY J[.T ohSl PA~TY 0 })f),H~bs~ ANO PURPOSES Mf NTIONED IN THE INS:R!(f!ENT. OATEO · . (S' 2.0 I SIGNATURE o!J-NOTARY P 'LIC __ ~.;u,,.~~l=fZ!.lL!~----- PRINTED NAME OF NOTARY PUBLIC BERA L HIRTLER TITLE Vilice fllatte~ . . MY APPOINTMENT EXPIRES cY--1 . j q · l q PLAT NOTES: TOTAL AREA: PROPOSED LOTS: ZONING: PROPOSED GROSS SF (LOT 1): PROPOSED NET SF {LOT 1): PROPOSED GROSS SF (LOT 2): PROPOSED NET SF {LOT 2): CRITICAL AREA SF: CRITICAL AREA BUFFER SF: STREET DEDICATION SF: PRIVATE ACCESS EASEMENT SF: MAXIMUM DENSITY ALLOWED: PROPOSED DENSITY: 10,548 SF {.24 AC) 2 SINCLE-FAMIL Y DETACHED RESIDENTIAL 8 {R-8) 5,274 5,274 5,274 5,274 0 0 0 0 8 DU's/AC 6. 45 DU's/AC {BASED ON OVERALL DENSITY OF LUA-14-000582). RECORDER'S CERTIFICATE ................................. . FILED FOR RECORD THIS ......... DAY OF ......... ,20 ....... AT ...... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF MGR. SUPT. OF RECORDS CITY OF RENTON: DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ----DAY OF _________ , 20__ EXAMINED AND APPROVED THIS ---DAY OF ________ , 20 ___ .,._ _________________ ...... _______ ~Pl;,.A;;,;N;.;.NI .. N .. G_D_IV_15_10_111 ...... CITY OF RENTON ADMINISTRATOR, PUBLIC WORKS DIRECTOR ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER --------- SE160THST N88'46'45"W 2659.06 (C) SCALE: 1 INCH = 30 FT. ull._.l._.lLIILll...__ _ _._ __ ..,____---1...! __ ..,___ _ __J! 15 30 45 60 75 90 PORTION OF: NE 1/4 of NE 1/4, S.29 T.23 N R. 5 E W.M. CITY OF RENTON CONTROL PT. NO. 1640 N: 170648.976 ---------~--E: 1305835. 748 DECLARATION OF COVENANT, THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENERCIAL INTERESTS IN TH£ NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND All FUTURE PURCHASERS OF TH£ LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL 1925.85' (C) -------- ---FOUND 5/8" RE:BAR & CAP _____ e_Y LS #17676 (ACCEPTED) _______ _J SE162NDST (EX. 60' CITY OF RENTON R.O.W.) N88'30'54"W N88'30'54"W 124.88' 74.06' 50.82' --------------------- LOT A LOT B 5,274 SF 5,274 SF f\;--"5',1--------------,-.............,,:;>". 10'~/JTILITY ----S)' ~ EASEMENT (TYP.) I G & r----...;.7...;.;4·;..;;.05;;..'~;;;;;';:':;::-+,:::-;:-::-;----!.75~·8~5~' ___ j_l _J ~N ~V r,.'--.l S88'26'Jl"E 149.91' \J 'v) ~-~ ~ 9) Q;/ ~. t& f\; LEGAL DESCRIPTION: 4- 3 0 0 ol IOI ___ _J I I 30 1 ~ (/) <il "( ~ ~ (0 :2 I ~ 0) ~ I') !_') -:z L _ FOUND PUNCH IN BRASS RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. SURVEYOR'S NOTES: 1. BASIS OF BEARING: CITY OF RENTON SURVEY CONTROL NETWORK PER KING COUNTY SHORT PLAT NO. l04S0037 BY BEN PETERSON DATED SEPTEMBER 2007 ANO RECORDED IN VOLUME 232 OF SURVEYS, PAGES 9-12, UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON, AND AS SHOWN HERE ON 2. All TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE SUBDIVISION NO. 2301950, DATED AUGUST 8, 2014. IN PREPARING THIS MAP, LARSON & ASSOCIATES HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS LARSON & ASSOCIATES AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP ANO DISCLOSED BY THE REFERENCED FIRST AMERICAN SUBDIVISION GUARANTEE, LARSON & ASSOCIATES HAS RELIED WHOLLY ON FIRST AMERICAN's REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY ANO THEREFORE LARSON & ASSOCIATES QUALIFIES THE MAP's ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IN: 008800-0177 CAP STAMPED "17364, 4. All DISTANCES ARE IN FEET {U.S. SURVEY FEET) SET IN J"XJ" CONCRETE MONUMENT IN CASE 5. THIS SURVEY RETRACES ANO HOLDS CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000582 RECORDED UNDER RECORDING NO. 20140728900008. Cl (() >< ~ ~ ~ ~ ~ ~ - 30 1 I .. l TITLE EXCEPTIONS: FIRST AMERICAN TITLE NO. 2301950 1-5. NOT APPLICABLE TO BE SHOWN ON SURVEY. 6. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON PLAT OF AKER'S FARMS NO. 6, AS RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON {NOTED HERE). 7. THIS PROPERTY IS SUBJECT TO THE TERMS ANO CONDITIONS OF AN EASEMENT TO PUGET SOUND POWER & LIGHT COMPANY AS RECORDED UNDER RECORDING NO. 7502180394, RECORDS OF KING COUNTY, WASHINGTON (DESCRIPTION INSUFRCIENT TO PLOT ON SURV£'r) . .,._." --· -----· --· ~ -·· , 8. THIS PROPERTY IS SUBJECT TO THE TERMS ANO CONDITIONS OF AN EASEMENT TO PUGET SOUND ENERGY AS RECORDED UNDER RECORDING NO. 20070503002725, RECORDS OF KING COUNTY, WASHINGTON. (DESCRIPTION INSUFFICIENT TO PLOT ON SURVEY) 9. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON SHORT PLAT NO. l04S0037, AS RECORDED UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON. {SHOWN AND NOTED HERE) 10. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON LOT LINE ADJUSTMENT, AS RECORDED UNDER RECORDING NO. 20140728900008, RECORDS OF KING COUNTY, WASHINGTON. {SHOWN AND NOTED HERE) LEGEND 0 FOUND 5/8" REBAR & CAP BY LS #28238, UNLESS OTHERWISE INDICATED (DATE VISITED: 6-21-2015) 8 SET 1/2" REBAR W/ORANGE PLASTIC I.D. CAP MARKED "RLS #27195" & WHITE STAKE S FOUND MONUMENT AS DESCRIBED (DATE VISITED: 6-21-2015 -----CENTERLINE RIGHT-01·-WAY ----BUILDING SETBACK LINE 20 VICINlTY ------RIGHT-OF-WAY -----EASEMENT LINE MAP LJ Vi (C) CALCULATED -PER SHORT PLAT 20070919900008 SE 162ND ST. ~ "( SITE i!: 'I--- SE 164TH ST. LOT ADDRESSES: LJ LJ <ri LJ Vi ~ Vi LJ (/) NEW LOT 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000582 AS RECORDED UNDER RECORDING NO. 20140728900008, RECORDS OF KING COUNTY, WASHINGTON SE 164TH ST LOT A: 11J17 SE 162ND ST. RENTON, WA 98055 ~ <,: "( ~ ~ ~ <,: "( TOGETHER WITH AN EQUAL AND UNDIVIDED INTEREST IN TRACTS C AND E OF SHORT PLAT NO/ l04S0037, AS RECORDED UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON SURVEYOR'S CERTIFICATE THIS MAP . CORRECTLY REPRESENTS A SURVEY MAD£ BY ME OR UNDER MY DIRECTION IN COMFORMANCE WITH THE REQUIREMENTS FOUND BRASS TACK IN LEAD, SET IN 4"X4" CONCRETE MONUMENT IN CASE "THIS SURVEY WAS PERFORMED BY CONVENTIONAL FIELD TRAVERSE METHODS UTILIZING A LEICA 1200 SERIES ROBOTIC TOTAL STATION AND COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT CHAPTER 58.09 RCW AND 332-130-070 WAC" LOT B: 11J2J SE 162ND ST. RENTON, WA 98055 LARSON AND ASSOCIATES ~1~,&~ 9027 PACIFIC A V£NU£, SUIT£ 4 TACOMA, WASHINGTON 98444 (253) 474-3404 -iS iS ~ --0) ~ IO 0 ---- SCALE 1"=1000' DWN. BY RJE DATE 1-28-2016 SCALE 1"=30' CHKD. BY RLS JOB NO. 8358 SHEET 1 OF 1 28 <o ro "' ;:: ~ :'i D OJ C " -, ro OJ j l ,_ 0, • u :J +' " CL +' L 0 l w u C J _J / +' d CL " C 0 _J / _J "' u "' w I ,: 0 u / w '" :, C, / u B DEPAR(MENT OF COMMUNITY AND e(ONOMlC DEVELOPMENT ---.. --Rentoi1@ TREE RETENTION WORKSHEET Planning Division 1055 SouH1 Grady Way-Renton, WA 98057 ?hone: 425-430"7200 I w•.w,_rentonwa.gov 1. Tot<1I number of trees over 6" diarneter 1, or alder or cottonwood trees at h1ast 8" in diameter on project site __ o:___ trees 2. t)i;<.luctions: Certain trees are excluded from the retention calculation: Trees that are dangerous' Trees in proposed public street~ Trees 'in proposed private access easements/tracts Treas in crltlcal areas3 and buffers rot;:il numb~r of excluded trees: 3. subtract line 2 from line 1: ___ trees ___ trees ___ trees trees --- --'=---trees o trees ---- 4. N<JXt, to determine the number of trees thi.lt must be retained4, rnultlp!y line 3 by: 0.3 in zone~ RC, R-1, R-i\, R-6 or R-8 0.2 in all other residential zones 0.1 in all cornmerci;:il and industrial wnes a trees s. Lbt the number of 6" in diameter, or alder or wttonwood trees over 8" in diamete, that you are proposing' to retaln4 : 0 trees 6. Subtract line 5 from line 4 for trees to be replaced: jJi line 6 1; zero 01 bs~, stop here. No repl;itement trees ar<.c required) 0 trees 7. Multiply line 6 by 12" for number of required replacement inches: 0 inches 8. Proposed size of trees to meet additional planting requlrernent: {Minimurn 2" caliper trees required) 0 inches per tree 9. Divide line-7 by line 8 for number of replacemeht trees6 ; {If remainder is .5 or greater, round up to the Hext whole number) NaN trees 1 MeasureJ ,lt 4.5' abuve grade. 'A twe certified, In ,1 writtt.>n report, us dead, terrninully di~<'il5etl, cJarnaged, or oth1:rwise dungerous to persons or prup!!tty by u lkensetl la11d,capr ,lfChitHt, or certified nrborist, and ;ipJ]rc\led by the City. 'Critical dleJ!, such as W'::'ll~nds, strearns, floodpl~l11s ;md protected slope 5, ,.re defin<i!d in llMC 4-3·050. 'Count only those lrees to be retJineJ uutsiJ<.l of criticdl area, and buffers. ''Tile City nW/ r,.;quirl! rr.otMicJt1or1 <Jf the tree ,eteut1un pl~u to en,ure retentlori of the rn~~lrnvrn ntunber Qf trees per RMC 4-4· 130/17~. ~When the f~quired m.1mbcr of protr.cted trees ca,1not be 1etalned, reµlarernent trees, with al least a two-inch (2") caliper or .1!1 1w..!rgreen at lea;;t six feet (6') tall, shall 08 planted. See RMC 4 tJ .. BQ.H.l.e.(1,) for prch1bited types of rer:i1ace111ent trees. ' SE J 621\/D ST .l '.. ~ ·· ..• ---·-· "-·-·--...,, '-._~. · ...... 1 74.06' STREET TREE PLAN MINIMUM SIGNIFICANT TREES PER LOT= LOT AREA/5000 TIMES 2 LOTS ARE APPFi'.OXIMATELY 5274 SF (5274/5000)x2=2.1 TREES PER LOT PROVIDED TREFS PER LOT EQUALS 2 NOT INCLUDING STREET TREES I \ / ' / I I I 3 EXISTING FLOWl::Rl1NG Pl-:AR TREES TO RElvlAIN. <J 5' CONC SIDEWALK VERWY WITH CIVIL DRAWINGS 1 o' REQUIRED STREET FROf\lTAGE LANDSCAPF AREA RFQUIRED RIGHT OF WAY I .. ANDSCAPE AREA "-FLOW PATH, SEE CIVIL DRAWINGS 2 ~·- 1" = 10'-0" 1 10' ON SITE PLANTING AREA AND ROW PLANTING PLAN 0 5 10 20 <' /\ \ \ ----·-1 i~ d i~ I i~ 0 8 @ + @ 0 TREE PLANT SCHEDULE -----·--... __ --.--·· ·-· COMMON NAME T SIZE .--·--· ·-~-. -----· QUANT. BOTANICAL NAME PLATANOIDES 'WARRENR~ ~-· --~. --·-- PACIFIC SUNSET MAPLE 2" CAL 1 ACER TRUNCATUM X A. STREET TREE FORM, M INIMUM BRANCH HT. 6 , -·- -- ------l--~---·-----· -··· -~-· -·-----------·-- PEAR--.-~F ·--~--·--- CHANTICLEAR FLOWERING 2" CAL INIMUM BRANCH HT. 5' -- ··-· 4 -~U~NTICLEER ~'"''''"''>°'"-~ I I NOTE THREE EXISTING PEARS, THEY WERE OR .. ___ CHERRY ON SURVEY. -- ------ ·-~···----·---- STREET TREES ARE FLOWERING- IGINALLY IDENTIFIED AS-BITIEFf --·~------ ·-·-·---· ---·-··----··- -·-·--·---·· S H R U B and G R O U N D C O V E R P L A N T S C H E D U L E -·-- QUANT. BOTANICAL NAME COMMON NAME - ---I-----·----.... ---·--- 10 ARBUTUS UNEDO COMPACTA COMPACT STRAWBERRY BUSH ~ -·---~--·---··---- 180 ARCTOSTAPHYLLOS UVA URSI KINNIKINNICK MASSACHUSETTS ·---·-·----· . -~--·-·· 40 CORNUS KELSYII DWARF REDTWIG DOGWOOD ~--~-~-----------·- 1----··-. ·----------·-~--·~--~-·---- 13 CORNUS STOLONIFERA MIDWINTER FIRE MIDWINTER FIRE REDTWIG DOGWOOD ·-.. ·-----·-·--· .~--· 180 COTONEASTER DAMMERII BEARBERRY COTONEASTER --··· ·---~-· 28 MAHONIAAQUAFOLIUM COMPACTA COMPACTA OREGON GRAPE --·· -··--··----·· 14 MISCANTHUS YAKU JIMA YAKU JIMA SEMI DWARF MAIDEN GRASS ···-···--- - 13 PENNISETUM HAMELN DWARF FOUNTAIN GRASS I--·---· -~-.--·--·· ·-~-··-------· ~· --···---· 24 PINUS MUGO PUMILIO DWARF MUGO PINE -·------·· ···----··-·- 14 POTENTILLA 'MANGO TANGO' MANGO TANGO POTENTILLA -... - ·------ 16 PRUNUS L. 'OTIO LUYKEN' , OTTO LUYKEN LAUREL j SUr,,JJvl~R SNOWFLAKE VI BURN~ -.. --· 6 VIBURNUM PT SUMMER SNOWFLAKE . -----·-----. ------~----·· PROVIDE QUANTITIES AS SHOWN ON PLAN OR AS LISTED IN SCHEDULE WHICHEVER IS GREATER GROUNDCOVERS TO BE PLANTED A MINIMUM OF 16" FROM PAVED SURFACES STREET TREES TO BE STREET TREE FORM AND BRANCHED AT A MINIMUM OF 6' HEIGHT PROVIDE 5' HORIZONTAL CLEARANCE BETWEEN TREES AND UNDERGROUND UTILITIES ··-----··· . --··· - ·- SIZE .. -- .. 2 GAL 1 GAL . 1 GAL 2GAL ,_,_ - 1 GAL - 2GAL 2 GAL --·-- 2 GAL ~. 2 GAL 2GAL -·-·--· ·-. 2GAL ·-------- 2 GAL - -· -L..__ ______ ··~ ... ··~-- SPACINGii iT. . -------· --- .. .. -- ----- 30" O.C. ----- ~·---· .. _ 30" o.c. -----· ..~- ----· .--· -- RECEIVED FEB O 2 2016 >-Ill z 0 (f) > UJ "' w >-<( 0 c:i z __J ~ ~ "' ::, Cf) __J <( z "' a:: 0 <D -I 0 "' ' ID "' ~ -I GHA Landscape Architects 1417 NE 80th St. SEAHLE, WA 98 i 15 TELE 206.522.2334 FAX 206.526.5667 © CHA Lond:1cape Architects 2016 -- ~ a.. l-o:: 0 I Cf) 0 z ::J --' CLIENT w Cf) JK Monarch LLC P.O. BOX 188 PUYALLUP WA 98371 STATE OF \11/\SHl~JGTON REGISTERED LANDSCAPE ARCHITECT _}ki_B~~--Ntil BUCl-aANAN CERTIFICAT[ No. 51J PROJECT NO. DRAWING ClTYOF RENrON Li.01 ALL PLANTINGS AND IRRIGATION WILL BE INSTALLED AT i"'l'NJl~ep,oN 1---------11 BUILDING PERMIT SHEET _i_oF 4 a, < -o j p d a: -P L 0 " V, " [ ' _j / -P d a: " [ 0 _j / _j "' u "' w :;: ,: 0 u / V, C, ), q / u ------------------------------------------------------·"'' _________________________________________________________ ~ CONSTRUCTION NOTES: CONTRACTOR SHALL COMPLETELY 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 SHRUB BEDS TO BE 8" BELOW FINISHED GRADE TO ALLOW FOR TOPSOIL AND MULCH NOTIFY OWNER IF EXISTING SOIL CONDITIONS WILL PROVE DETRIMENTAL TO PLANT HEALTH, EVEN AFTER SOIL PREP, SUCH AS EXCESSIVE CLAY SOIL, HARDPAN SOIL, POOR DRAINAGE, OR EXCESSIVE GRAVEL ADD 3.5" OF 50/50 CEDAR GROVE COMPOST SAND MIX TO PLANTING BEDS AND TILL INTO 6" OF EXISTING SOIL, ADD 2.5 MORE INCHES OF COMPOST SAND MIX AND TILL INTO 6" OF SOIL. COMPACT TO 80% TO PREVENT SETTLING. AT INDIVIDUALLY PLANTED TREES OUTSIDE OF CONTIGUOUS PLANTING AREAS, STAKE PLANTING LOCATION FOR APPROVAL PRIOR TO CONSTRUCTION, CLEAR AND PREPARE AN AREA 72" IN DIAMETER PER SOIL NOTES ABOVE. PLANT TREES PER DETAIL #1 THIS SHEET. PLANT SHRUBS PER DETAIL #2. MULCH PLANTING BEDS AND IN 72" DIAMETER AREA AROUND EACH INDIVIDUAL TREE, KEEPING MULCH 2" FROM TRUNK OF TREE. MULCH TO BE FREE OF GARBAGE AND WEEDS AND MAY NOT CONTAIN EXCESSIVE RESIN, TANNIN, OR OTHER MATERIAL DETRIMENTAL TO PLANT GROWTH GENTLY LOOSEN ROOTS OF CONTAINER STOCK THAT JS ROOTBOUND PRIOR TO PLANTING FERTILIZE WITH BEST-PAKS FERTILIZER, AVAIL HORIZON 425.828.4554 ONE PACKET PER 1 GALLON, 2 PER 2 GAL, 3 PER 5 gal, 14 PER TREE. EVENLY SPACE PACKS AROUND ROOTBALL 6-8" FROM SOIL SURFACE ALL PLANTS SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANLA PROVIDE ONE YEAR WARRANTY STARTING FROM DATE OF FINAL ACCEPTANCE COORDINATE ALL WORK WITH GENERAL CONTRACTOR PLANT GROUNDCOVERS A MINIMUM 24" FROM CONCRETE OR ASPHALT SURFACES IF TREE IS 4' OR CLOSER, HORIZONTALLY, FROM A PAVED SURFACES, INSTALL A 8' BY 24" SHEET OF PLASTIC ROOT BARRIER BETWEEN TREE AND PIPE OR PAVED SURFACE. CENTER 8' SECTION ON TREE TRUNK, SET TOP OF BARRIER AT TOP OF SOIL SURFACE, BELOW MULCH LEVEL. SET AGAINST ADJACENT PAVED SURFACE OR NEAR VICINITY OF UTILITY PIPE. USE NOS SM-20 SHEETING OR SIMILAR PRODUCT, AVAILABLE FRANK J MARTIN COMPANY 206-523-7665 ALL PLANTINGS ARE DROUGHT TOLERANT, BUT WILL REQUIRE SUPPLEMENTAL WATER THROUGH AT LEAST THEIR FIRST GROWING SEASON FOR ESTABLISHMENT 1" WIDE SOFT RUBBER CHAIN LOCK TREE TIE WRAP AROUND EACH STAKE AND TREE PROVIDE 1" CLEARANCE BETWEEN CHAIN LOCK TREE TIE AND TREE TRUNK. 2" DIA WOOD STAKES, STAKE NEXT TO ROOTBALL LAYER OF MULCH PER SPECIFICATIONS FORM 3" WATERING RING AROUND TREE 2" OUTSIDE OF TREE STAKES EXISTING SOIL 1 :1 SLOPE AT SIDES OF PLANT PIT CUT BURLAP BACK FROM TOP 2/3 OF ROOT.BALL BACKFILL PER PLANT NOTES SOIL BENEATH TREE TO BE EXISTING SOIL OR COMPACT SOIL TO 85% MAX. DENSITY TREE PIT TO BE THREE TIMES THE DIAMETER OF ROOT.BALL SET STAKES PARALLEL TO ADJACENT STREET 12" GREATER THAN ROOTBALL SET TREE 1" ABOVE GRADE AS GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL 2 ~-T---'-----'R'-----'-'E=E=-----c_P_____cLA'------'-N'-----'-T-1---'-----'N'-----'-G-D_E_T_c__A_I _L ______ N.r_.s-'----. --~ ~ SECTION PLANTING HOLE TO BE 12" WIDER THAN ROOTBALL FOR SHRUBS AND 8" FORM 2" WATER BASIN TOP OF ROOT CROWN BARK MULCH PER SPECIFICATIONS KEEP MULCH 1-2" AWAY FROM STEM OF PLANT EXISTING SOIL, DEEPLY SCARIFY AT SIDES OF PLANT POCKET BACKFILL WITH AMENDED NATIVE SOIL AND FERTILIZER PER SPECIFICATIONS SET AT 1/2" HIGHER THAN GROWN IN NURSERY FIRM BACKFILL IN PLACE AND WATER IN WELL WIDER THAN ROOTBALL FOR GROUNDCOVERS DEPTH TO BE SAME AS ROOTBALL OR 12" WHICH EVER IS GREATER SHRUB and GROUNDCOVDER PLANTING DETAIL SECTION NTS. r.?t(';ElVEO ,-r.:i.:J O 2 Z0\6 >-co z g (/) > LJ.J 0:: LJ.J ~ 0 ci z _J <( I= ~ co ::, (/) _J <( z "' ci: 0 <!) _., 0 ~ LI) ('J ~ _., GHA Landscape Architects 1417 NE 80th St. SEATILE, WA 98115 TELE 206.522.2334 FAX 206.526.5667 @ GHA LQndsccrpe Ar,;;hi!ecls 2016 Cf) -_J --<( I-I- <( UJ 0 _J 0 UJ a.. Cf) z I-<( <l.) > 0::: Cf) <( UJ 0 I-..c I 0 +-' <( z ~s Cf) 0 'M - 0 z ,Z -(Y) 0 z I-z 0 I- :::> ::i 0,1Z (0 UJ _J Cl.. 'M 0::: CLIENT JK Monarch LLC P.O. BOX 188 PUYALLUP WA 98371 STATE OF WASHi~G [ON REGISfEHED LANDSC1\PE ARCHITECT Jli4_6~-- NEIL BUCHANAN CERTIFICATE ~lo. 51.3 PROJECT NO. CITY OF RENTON DRAWING 1 PLANNING DIVISION L . 0 2 ALL PLANTINGS AND IRRIGATION WILL BE INSTALLED AT TIME OF 11----------11 BUILDING PERMIT SHEET £oF 4 c!m..----------------------------------------------------------------------------------------------------------------------------------------------- co m ;::: " j "' 0 ru C d --, m ru . 3 -" f- m • " -~ ~ d o'. p L 0 -" "' " [ 3 ~ / ~ " o'. " [ J ~ / ~ i'; u "' w z z 0 u / "' C, :, p / u 1 B SE 762ND ST 1 74.06' I 01 I II ' < 13.4~ .. \ GPM__L '· I I N88'26'30"W 141 /// / }-IR_R_IG_A_T_IO_N_P_L_A_N_LO_T_1 ______________ 1_" ;_10_·-o~" ilJ 0 5 I 10 VALVE SIZE VALVE# xx 1' IRRIGATION SCHEDULE SYM ITEM RADIUS GPM @ 35 psi, FULL HEAD RAINBIRD 1800 POP-UP SPRAY HEADS @ RAINBIRD 1800-15 15' © RAINBIRD 1800-12 12' (@) RAINBIRD 1800-10 10' ® RAINBIRD 1800-08 8' @ RAINBIRD 1800-05 5' [§] RAINBIRD 1800-SST 4x30' IT] RAINBIRD 1800-EST 4x15' USE RAINBIRD 'VAN' SERIES NOZZLES WHERE NECESSARY USE 1812 IRRIGATION BODIES IN SHRUB BEDS 3.95 2.60 1.60 1.0 0.40 1.2 0.6 l'iil WATER METER, 3/4" WITH 1" SERVICE LINE, VERIFY ON SITE [Il TIE-IN N 1" FEBCO 850 DOUBLE CHECK VALVE (DCV) A RAINBIRD 33DRC QUICK COUPLER ,;;:-i CONTROLLER, RAINBIRD ESP-RZX 4 STATION CONTROLLER, COORDINATE LOCATION WITH l.'.:'..J GENERAL CONTRACTOR. USE WITH COMPATIBLE RAIN SENSOR RAINBIRD PGA SERIES ELECTRONIC VALVES ,0 IM1 GPM "J' GP METE/ LOCATE VALVES TOGETHER IN SHRUB BEDS WHERE POSSIBLE LOCATE VALVES IN COMMON AREAS WHERE POSSIBLE. CL 200 P.V.C. LATERAL LINE, 12" DEEP .. ,,_,, -,, .. 11_1'_1, .. ,,_ SCH. 40 P.V.C. MAINLINE, 18" DEEP, 1.5" DIA I 20 VERIFY AVAILABLE WATER PRESSURE, UPSIZE TO 2" DIAMETER MAIN LINE IF EXCESSIVE PRESSURE LOSS WILL OCCUR WITH 1.5" LINE SCH. 40 P.V.C. SLEEVE, FOR MAIN LINE AND LATERAL LINE TOGETHER USE 6" DIA. PIPE. FOR LATERAL LINES ONLY, USE 2X SIZE OF PIPE TRAVELING THROUGH PIPE. CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR ON INSTALLATION OF SLEEVING. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL NECESSARY SLEEVING IS IN PLACE, BOTH WHAT IS SHOWN ON PLAN AND FOR ANY ADDITIONAL SLEEVING NECESSARY TO COMPLETE THE SYSTEM. SLEEVING TO BE SET AT 18" DEPTH FOR LATERALS AND 24" DEPTH FOR MAINLINE ALL PIPING AND SLEEVES TO BE BEDDED IN SUITABLE BACKFILL OR SAND VALVES IN AMTECK STD. BOX OR EQ., WITH LOCKING LIDS PLACE 3" DEPTH OF PEA-GRAVEL BELOW IRRIGATION PARTS IN VALVE BOXES, LEAVING 3" CLEAR USE RAINBIRD TSJ SWING JOINTS TO CONNECT HEADS TO LATERALS USE PRESSURE REDUCING VALVE BEFORE D.C.V, IF OVER 70 P.S.I. PROVIDE ONE EXTRA LOOP OF WIRE TO END OF MAIN LINE PROVIDE RAINBIRD RSD SERIES RAIN SENSOR OR EQUAL USE JOINT COMPOUND OR TEFLON TAPE WITH THREADED JOINTS IRRIGATION PLAN IS DIAGRAMMATIC, INSTALL PER INDUSTRY AND MANUFACTURER'S STANDARDS AND SPECIFICATIONS AND FOLLOWING CODES OF LOCAL JURISDICTION SET VALVE BOXES IN SHRUB BEDS WHERE POSSIBLE PROVIDE ONE YEAR GUARANTEE FOR SYSTEM PROVIDE AS BUILT AND OPERATIONS MANUAL TO OWNER PIPE SIZING CHART GPM SIZE 0-8 3/4" 9-14 1" 15-24 11/4" 25-30 11/2" MAXIMUM PRESSURE LOSS IN ANY ONE ZONE IS 20% FROM VALVE TO LAST HEAD IN ZONE, ADJUST LINE SIZE TO NEXT LARGER SIZE IF NECESSARY TO MINIMIZE PRESSURE LOSS GENERAL IRRIGATION NOTES: 1. CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH ALL EXISTING AND PROPOSED ITEMS ON SITE, INCLUDING BUT NOT LIMITED TO WALLS, PLANTINGS, ROADS, UTILITES, DETENTION VAULTS AND LIDS, AND GRADING. 2. THIS DESIGN lei DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. MINOR FIELD ADJUSTMENTS COULD BE NECESSARY BASED ON EXISTING AND PROPOSED CONDITIONS. 3. ANY CONFLICTS BETWEEN THE DESIGNED PLAN AND ON SITE CONDITIONS, BOTH EXISTING AND PROPOSED, THAT WILL NECESSITATE A CHANGE ORDER SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE AND AVAILABLE GPM PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN WHAT IS NECESSARY TO INSTALL THE DESIGNED PLAN AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 5. CONTRACTOR IS REPONSIBLE FOR ALL IRRIGATION SLEEVING. INSTALL SLEEVING AS SHOWN ON PLAN AND IN OTHER AREAS IF NECSSARY TO INSTALL PROPOSED SYSTEM. 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 7. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE. 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB. 10. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 11. THE IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS WHERE POSSIBLE. ADJUSTMENTS SHOULD INCLUDE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH ZONE. 12. 13. 14. 15. 16. CONTRACTOR SHALL INSTALL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES. BRING ANY CONFLICTS BETWEEN PLAN AND CODE TO ATIENTION OF OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. OR EQUAL MATERIALS AND MANUFACTURERS CAN BE USED AT OWNER'S OPTION VERIFY WITH LOCAL JURISDICTION AS TO REQUIREMENTS FOR SLEEVING UNDER PUBLIC STREETS PRIOR TO CGNSTRUCTION, I.E. DEPTH AND SLEEVING MATERIAL LOCATE IRRIGATION SYSTEM IN COMMON AREAS, AVOID PRIVATE LOTS WHERE POSSIBLE COORDINATE WITH OWNER TO VERIFY THAT ALL AREAS THAT NEED TO BE IRRIGATED ARE COVERED IN THESE PLANS VALVE SCHEDULE Meter Valve# GPM M1 1 13.4 M2 1 13.3 M2 2 11.2 M2 3 10.3 M2 4 5.4 NOTE: LOT ONE AND TWO WILL HAVE SEPARATE IRRIGATION SYSTEMS M1 IS LOT ONE AND M2 IS LOT 2 RECEIVED FEB O 2 2016 c1rv OF RENTON Pl.ANNING DIVISION ALL PLANTINGS AND IRRIGATION WILL BE INSTALLED AT TIME OF BUILDING PERMIT >-ro -----+----+-f--·l---+---1 __J ~ ~ (Il ::, en z __J Q <( en z ~ {!J ii'. 0:: 0 <O .-l 0 LU ~ ';;: 0 ~ 0 z .-l GHA Landscape Architects 1417 NE 80th St. SEAHLE, WA 98115 TELE 206-522.23]4 FAX 206_526.5667 © CHA Lundscape Archilects 20!6 -- I- <( 'M _J w 0... I-(f) 0 I-~ (1) > a:: z <( 0 <( ~ _c I 0.. -+-' <( Cf) z ~$ 0 'M ~ 0 -,Z ~ (Y) 0 z CD 0 I- ::> -NZ 0::: {0 w _J 0::: 'M 0::: - CLIENT JK Monarch LLC P.O. BOX 188 PUYALLUP WA 98371 STATE OF WASrl1t\CTON REGISru,rn -~;~r;~~=T-~~L BUCHANAN CERTIFICAIE No. 513 PROJECT NO. DRAWING L1.03 SHEET jL_ OF 4 ;'i 0 OJ C 0 ' a, OJ / , 01 13.3 GPM 1" M2 02 11.2 GPM 1" M2 ~-----~--~ /-----~-~ /, /..i <-'.1 ,, ,1 2 <} G)IRRIGATION PLAN LOT 2 03 I" 10.3 M2 / . GPM / I 0 / 04 S.4 GPM <I I" . . . .... <! <l \\ ' l:I ,, ;, ,./J C-1; I I L\ J I I I 1" = 10'-0" 0 5 I ' I I I i I I I I 10 20 VALVE SIZE VALVE# l'xx l' IRRIGATION SCHEDULE SYM ITEM RADIUS GPM @ 35 psi, FULL HEAD RAINBIRD 1800 POP-UP SPRAY HEADS @ RAINBIRD 1800-15 15' @ RAINBIRD 1800-12 12' @ RAINBIRD 1800-10 10' ® RAINBIRD 1800-00 8' @ RAINBIRD 1800-0S 5' []] RAINBIRD 1800-SST 4x30' []] RAINBIRD 1800-EST 4x15' USE RAINBIRD 'VAN' SERIES NOZZLES WHERE NECESSARY USE 1812 IRRIGATION BODIES IN SHRUB BEDS 3.95 2.60 1.60 1.0 0.40 1.2 0.6 ~ WATER METER, 3/4" WITH 1" SERVICE LINE, VERIFY ON SITE [j] TIE-IN N 1" FEBCO 850 DOUBLE CHECK VALVE (DCV) A RAINBIRD 33DRC QUICK COUPLER 101 CONTROLLER, RAINBIRD ESP-RZX 4 STATION CONTROLLER, COORDINATE LOCATION WITH L::J GENERAL CONTRACTOR. USE WITH COMPATIBLE RAIN SENSOR RAIN BIRD PGA SERIES ELECTRONIC VALVES '" I"-' GPM J GP METE/ LOCATE VALVES TOGETHER IN SHRUB BEDS WHERE POSSIBLE LOCATE VALVES IN COMMON AREAS WHERE POSSIBLE. @ CL 200 P.V.C. LATERAL LINE, 12" DEEP SCH. 40 P.V.C. MAINLINE, 18" DEEP, 1.5" DIA VERIFY AVAILABLE WATER PRESSURE, UPSIZE TO 2" DIAMETER MAIN LINE IF EXCESSIVE PRESSURE LOSS WILL OCCUR WITH 1.5" LINE SCH. 40 P.V.C. SLEEVE, FOR MAIN LINE AND LATERAL LINE TOGETHER USE 6" DIA. PIPE. FOR LATE~L LINES ONLY, USE 2X SIZE OF PIPE TRAVELING THROUGH PIPE. CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR ON INSTALLATION OF SLEEVING. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL NECESSARY SLEEVING IS IN PLACE, BOTH WHAT IS SHOWN ON PLAN AND FOR ANY ADDITIONAL SLEEVING NECESSARY TO COMPLETE THE SYSTEM. SLEEVING TO BE SET AT 18" DEPTH FOR LATERALS AND 24" DEPTH FOR MAINLINE ALL PIPING AND SLEEVES TO BE BEDDED IN SUITABLE BACKFILL OR SAND VALVES IN AMTECK STD. BOX OR EQ., WITH LOCKING LIDS PLACE 3" DEPTH OF PEA-GRAVEL BELOW IRRIGATION PARTS IN VALVE BOXES, LEAVING 3" CLEAR USE RAINBIRD TSJ SWING JOINTS TO CONNECT HEADS TO LATERALS USE PRESSURE REDUCING VALVE BEFORE D.C.V, IF OVER 70 P.S.I. PROVIDE ONE EXTRA LOOP OF WIRE TO END OF MAIN LINE PROVIDE RAINBIRD RSD SERIES RAIN SENSOR OR EQUAL USE JOINT COMPOUND OR TEFLON TAPE WITH THREADED JOINTS IRRIGATION PLAN IS DIAGRAMMATIC, INSTALL PER INDUSTRY AND MANUFACTURER'S STANDARDS AND SPECIFICATIONS AND FOLLOWING CODES OF LOCAL JURISDICTION SET VALVE BOXES IN SHRUB BEDS WHERE POSSIBLE PROVIDE ONE YEAR GUARANTEE FOR SYSTEM PROVIDE AS BUILT AND OPERATIONS MANUAL TO OWNER PIPE SIZING CHART GPM SIZE 0-8 3/4" 9-14 1" 15-24 11/4" 25-30 1 1/2" MAXIMUM PRESSURE LOSS IN ANY ONE ZONE IS 20% FROM VALVE TO LAST HEAD IN ZONE, ADJUST LINE SIZE TO NEXT LARGER SIZE IF NECESSARY TO MINIMIZE PRESSURE LOSS GENERAL IRRIGATION NOTES: 1. CONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH ALL EXISTING AND PROPOSED ITEMS ON SITE, INCLUDING BUT NOT LIMITED TO WALLS, PLANTINGS, ROADS, UTILITES, DETENTION VAULTS AND LIDS, AND GRADING. 2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. MINOR FIELD ADJUSTMENTS COULD BE NECESSARY BASED ON EXISTING AND PROPOSED CONDITIONS. 3. ANY CONFLICTS BETWEEN THE DESIGNED PLAN AND ON SITE CONDITIONS, BOTH EXISTING AND PROPOSED, THAT WILL NECESSITATE A CHANGE ORDER SHOULD BE BROUGHT TO THE A TIENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 4. IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE AND AVAILABLE GPM PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN WHAT IS NECESSARY TO INSTALL THE DESIGNED PLAN AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 5. CONTRACTOR IS REPONSIBLE FOR ALL IRRIGATION SLEEVING. INSTALL SLEEVING AS SHOWN ON PLAN AND IN OTHER AREAS IF NECSSARY TO INSTALL PROPOSED SYSTEM. 6. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 7. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" ABOVE FINISH GRADE. 8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEADS ARE FLUSH WITH ADJACENT SIDEWALK OR CURB. 10. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 11. THE IRRIGATION CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS WHERE POSSIBLE. ADJUSTMENTS SHOULD INCLUDE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH ZONE. 12. CONTRACTOR SHALL INSTALL SYSTEM IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES. BRING ANY CONFLICTS BETWEEN PLAN AND CODE TO ATTENTION OF OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION. 13. OR EQUAL MATERIALS AND MANUFACTURERS CAN BE USED AT OWNER'S OPTION 14. VERIFY WITH LOCAL JURISDICTION AS TO REQUIREMENTS FOR SLEEVING UNDER PUBLIC STREETS PRIOR TO CONSTRUCTION, I.E. DEPTH AND SLEEVING MATERIAL 15. LOCATE IRRIGATION SYSTEM IN COMMON AREAS, AVOID PRIVATE LOTS WHERE POSSIBLE 16. COORDINATE WITH OWNER TO VERIFY THAT ALL AREAS THAT NEED TO BE IRRIGATED ARE COVERED IN THESE PLANS VALVE SCHEDULE Meter Valve# GPM M1 1 13.4 M2 1 13.3 M2 2 11.2 M2 3 10.3 M2 4 5.4 NOTE: LOT ONE AND TWO WILL HAVE SEPARATE IRRIGATION SYSTEMS M1 IS LOT ONE AND M2 IS LOT 2 RECEIVED FEB O 2 2016 CITY OF RENTON ALL PLANTINGS AND IRRIGATION WILL BE INSTALLED A·flfr~~'C,P"N BUILDING PERMIT >-Cll z Q CJ) > LU 0:: LU ~ 0 0 z ..J <t'. ~ ::e '° :::, CJ) ..J <t'. z CJ ir 0 <.O ,-; 0 ~ C'>J .!i ,-; GHA Landscape Architects 14-17 NE 8Dth St. SEATrLE, WA 9811 5 TELE 206.522.2334 FAX 206-526.5657 © GI-IA landsclJpe Architects 2016 -- I- <( C\I ....J w a.. I-(/) 0 I-....J (1,) > 0::: z <( ..c 0 ::5 Io... +-' <( ~$ U)5 -rl -,Z 0 -I- <( (Y') 0 z <D 0 I- :::> -C\I z a:: (0 w ....J 0:::: '°' 0:::: - CLIENT JK Monarch LLC P.O. BOX 188 PUYALLUP WA 98371 SIATE OF WASHINGTON REGISTERED IANDSCAPE ARCHITECT _Tu4_6wJ.,,_,1_4rl] __ Nfll 3UCHANAN CERTIFICATE No. 51J PROJECT NO. DRAWING Li.04 SHEET _1_ OF 4 c1.._ _____________________________________________________________________________________________________________________________________________________ .... __________ .. PARCEL NUMBER 0088000177 (0.24 AC.) SI TE ADDRESS 1620J 114th AV£ SE t R/W--_J SHEET INDEX. CVR 1 OF 3 DRAINAGE; EROSION CONTROL. AND GENERAL UTILITIES PLAN OET1 2 OF 3 NOTES & DETAILS OET2 2 OF 3. NOTES & DETAILS LEGAL DESCRIPTION . . . LUND SHORT PLA i,_ /1 NE 1/ 4, NE 1/ 4, SEC.29, TWN.23 N., RNG. 5 ,E., WM. DRAINAGE, EROSION CONTROL, AND GENERAL 1UTILITIES PLAN "' ~ L __ _ --------R/W --------------'-----------w----E'°'_X,0._cBc.."'~O._c.l._,~~V~M:!_, __ _ -w-~-r··--W------- SCALE: 1"=20' 20 40 BASIS OF BEARINGS BASIS OF BEARINGS AND TIES .. TO THE CITY OF RENTON SIJRVEY CONTROL NETWORK PER KING COUNTY SHORT PLAT NO. L04SOOJ7 BY BEN PEJERSEN DATED SEPTEMBER 2007 AND RECORDED IN VOLUME 232 OF SURVEYS, PAGES 9-12, UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON. CONTOUR INTERVAL 5' NOTE: LOT I, SH.ORT PLAT NO. L04SOOJ7, RECORDED SEPT. 19, 2007 : UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASH./NGTON, FOUND BRASS TACK IN LEAD, S£T IN 4"X4" CONCRETE TOPOGRAPHY PREPARED FROM KING COUNTY GIS, CONSTRUCT/ON NOTES (D CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE PRIOR TO CONSTRUCTION AS SHOWN AND PER NOTES AND DETAIL ON SHEET DET. . .@ CONTRACTOR TO INSTALL MIRAFI SILT FENCE PRIOR TO GONSTRUCT/ON AS SHOWN AND-PER NOTES AND DETAIL ON THIS SHEET AND SHEET DET. @ CON[RACTOR TO NISTALL INLET PROTECTION PRIOR TO CONSTRUCTION AS SHOWN & . PER NOTES & DETAIL ON SHEETS CVR AND DET. @ CONSTRUCT CONCRETE DRIVEWAY WITH "SINGLE SLOPC SECTION TO DIRECT . STORMWATER AWAY FROM THE HOME AND TO VEGETATED AREA PROVIDED FOR STORMWMER DISPERSION PURPOSES AS SHOWN. & PER DETAIL ON THIS SHEET. @IMMEDIATELY AFTER CONSTRUCTION, CONTRACTOR TO STABILIZE SLOPES 8Y ANY . MEANS NECESSARY (I.E. SEEDING, MULCHING, ETC.) PER NOTES LOCATED ON SHEET DET. @ 4" DOWNSPOUT (TYP.) {z) 10' WIDE VEGETATED FLOW PA TH FOR DISPERSION OF DRIVEWAY RUNOFF. @ CONTRAC"fOR TO PROVIDE 2'W/DE x 0.5'DEEP GRAVEL TRANSITION STRIP ALONG DRIVE;WA Y EDGE FOR STORMWA TER DISPERSION PURPOSES AS SHOWN. @ CONTRAC(OR TO BUILD UP BUILDING PAD AS NECESSARY WITH SUITABLE STRUCTUFiAL MATERIAL TO ENSURE POSITIVE DRAINAGE AWAY FROM THE STRUCTi.JF/£, . @ EXIST/NI, UTILITY TO BE PROTECTED/ RELOCATED AS NECESSARY. COORDINATE WITH .APPROPRiATE UTILITY COMPANY.· ·· . @ PROPOSED 6" SAN SEWER CONNECTION. TO HOUSE @ 2.0% (MIN.) . · CONTRAC(QR TO COORDINATE SERVICE STUB INSTALLATION WITH SOOS CRffK WATER & SEWER DISTRICT. EX. WATER STUB TO ERV£ LOT 'B' . -;J. @ HALF OF ROOF AREA ON LOT 'A' (APPROX. 880 SF.) TO DRAIN TO TIGHTLINE SYSTEM. THE OTHER HALF SHALL DRAIN TO TH£ YARD VIA SPLASH BLOCKS PER , . DETAIL ON THIS SHEET. 22LFN4"ADS(N-112) .0 1.00%_µ~-">.,-''""'4'-'-41+-"'+---+-!r---l I @APPROX. 10% OF ROOF RUNOFF FROM LOT '8' (APPROX. 100 SF.) TO DRAIN TO PROP,~ WATER STUB TO \£ . TIGHTLINE SYSTEM. T/iE REST OF THE ROOF RUNOFF SHALL• ORA}/'/ . m .THE YARD _ -·• LOT A• CON_11MCfOR TO _ WA $PLASH BLOCKS PER DETAIL ON THIS SHEE_T, . . . -·-· .. -. : · ·:;-,-,,·,i,.c'.c-;-'''.;,;c"'"'"~~~li~~ILA.ic7'0NSOO:R B IIW---<.2 Tr'P. l,4D4 SF. ® 4- T P i/o 2 1 --·----"-11--1---4"ADS ROOF DRAIN 11Gl-/71/NE (TYP.) -"' oi :! " ' ~ ~ ~ "' N1'3J'29"£ 71,25' "' " ---~rn>. ~ ~ ·ss\o. _ jj ~ i ~ wfJ v--20' _.;"""' ~ ®@ \---1----~ ----ss-------..,._ -ss- 1 )) r . oi oi ·::: ... -; '-' ,,.. • " b !'> (0 N I - /'" ·-----------------+-------s-s=1--MO-N-UM-EN~N CASE 50.00;:;,---:--'c--,-_....,--1.,""R/W oi \ oi ,,_ -,:- \ ,: " ' C, !.'> ~ I LEGEND P:,4. PROPERTY LINE R/W R/W LINE ----EASEMENT LINE ----BUILDING SETBACK LINE Iii STORM CATCH BASIN 8 STORM MANHOLE -SD-STORM MAIN f-----STORM STUB -.. -SS .. ---SEWER MAIN ® SEWER MANHOLE ---W ---EX. WATER MAIN EX. WATER METER =--· ._. -'-PROPOSED DRIVEWAY .. -#3~ EXISTING CONTOUR ---456---PROPOSED CONTOUR · \.....),..,_,AJ CLEARING LIMITS -jiet--------dell-MIRAFI SILT FENCE ~ VEGETATED FLOWPATH "'--"-s "-s ~ EXISTING PAVEMENT TO REMAIN ··-·-·--··~---·· EXISTING CONCRETE TO REMAIN SOIL TEST PIT LOCATION (SEE SOIL LOGS IN APPENDIX OF TECHNICAL /NFORMA TION REPORT FOR MORE INFORMATION.) CATCH BASIN INSERT INLET PROTECT/ON ® INSTALL SPLASH BLOCK AS SHOWN & PER DETAIL ON Tl/IS SHEET. DISTRICT. @CON.TRACTOR TO SAW CUT EXISTING PAVEMENT AS SHOWN TO CREATE A NEAT VERTICAL MEET AND MATCH BETWEEN NEW ANO EXISTING ASPHALT SURFACE. A <o C, ~ UM/TS OF' cu:AR!NG 4' GRADING AC11V111£s....._ ~ -~ EX. FIRE HYDRANT -SD -EX. $TORM PIPE 0 EX. TREES TO REMAIN -·--G -----GAS MAIN FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS USE STAPLES OR WIRE RINGS TO ATIACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC 0 I "' b "°""° "°'"}j(t}i!~ ~ll:" ;(~ ;(~~~«<~~~~";'-/1/,Y )'~ 8"x12" TRENCH I in ~- I N 6' MAX.·· ~ 2"x2" WOOD POSTS. OR EQUIVALENT WIRE MESH SUPPORT FENCE (TO BE LOCATED ON THE DOWNHILL SIDE OF THE FILTER FABRIC) FILTER FABRIC MATERIAL ·,"-.: -~ N PROVIDE.WASHED GRAVEL_~ . BACKFILL, 3/ 4'' -3" IN TRENCH. AND ON BOT_H SIDES~•• MIN OF FILTER FENCE FABRIC ON ] ~--1 ' "' STANDARD OR BEITER ' 0 I "' THE SURFACE _/ . BURY BOTIOM OF FILTER MATERIAL IN 8"x 12" TRENCH '--= 2"x2"x5' WOOD POSTS. STANDARD OR BEITER FILTER FABRIC FENCE DETAIL OR EQUIVALENT N.T.S. ·· UT/LfTY CONFUCT NOTE: CAUTION: FLO DIRECTION-~~~N~~t ARR W (TYP.) ir-.-J>c< EX, 4" PER ORATED --.k STUB-OUT ONNECTION EX-CB 107 J RIM=472.89 I I.E.=471.48( 4"SE) 1\410.a1(1 ·sw) cb. X ,~r"·"-1 'i: EX. 12" SD ~ J,[,=470.67 1 2' TYPICAL _J__ • t • rMIRAFI_ SILT FENCE Ill . Ill LIMITS OF CLEARING AND GRADING LOT UN[ OR R/W LINE . SILT FENCE LOCATION DETAIL NTS THE CONffiACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING TH£ UTILITIES AND SURVEYING THE HORIZONTAL AND \!ERTICAL LOCATION PRIOR TO CONSffiUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-42+-5555 AND . CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILJTY LOCA TJONS PRIOR TO CONSTRUCT/ON BY CALLING THE UNDERGROUND LOCA T£ LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TD ANY EXCA VAT/ON. THEN POTHOUNO ALL OF THE EXISTING UTILITIES AT LOCATIONS OF _NEW UTILITY CROSSINGS TO PHYS/CALLY VERIFY WHETHER OR Nor CONFLICTS EXIST. LOCA T/ON OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UN\!ERIFIED PUBLIC INFORMATION AND ARE SUBJEGT TO VAR/A TION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSmUCTIDN. ' ·-----'l::l--4"ADS ROOF~ TIGl-/71/NE (rn>.) ' I t TP,-4 I I 1n TYP. 71. 16' YD TYPE.' 30 RIM•474,37, FIE:W. AD.AJST) /,E:,•471,9 4"NE&NW) W/SOUO LJO 4r RESIDENTIAL SEDIMENT CON7ROL STRUCTURE.' AS SHOWN 4' PER DETAIL THIS SHEET. INVERT EL TO EX. 4• PERFORATED STUB-OUT CONNf;C710N TO 8£ VE.'RIFIE.'O IN THE FIE:LD DURING C0NSTRUC1ION. 50.00' LOT na» RESTRICTED -FOOTPRINT CREDIT CALCULATION TOTAL LOT AREA = 5,274 SF. MAXIMUM IMPERVIOUS AREA ALLOWED = 3,428 SF. (65%) IMPERVIOUS SURFACE AREA PROVIDED = 2,055 SF. (39%) HOUSE = 1,404 SF. DRIVEWAY ~ 651 SF. TOTAL = 2,055 SF. RESTRICTED FOOTPRINT CREDIT = J,428 SF. -2,055 SF, . = 1,373 SF. THEREFORE, ONLY J1 SF. OF ROOF REQUIRED TD DIRECT RUNOFF TO DOWNSPOUT CONVEYANCE SYSTEM. CONTRACTOR / DEVELOPER NOTE: THE CONTRACTOR AND/OR DEVELOPER SHALL 8£ RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL TESTING, COMPACFION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY PIERCE" COUNTY AND PR/VA TE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A PROFESSIONAL SOILS ANO/OR MATERIALS ENGINEER Sr/OW/NG THAT TH£ ROAD SECTION WAS BUILT ACCORDING TO THE R£COMMENOA TIONS OF TH£ GEO TECHNICAL REPORT. TH£ BACKFILL MATERIAL MEETS MINIMUM COUNTY/STA.TE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL CONSTRUCT/ON MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HA VE BEEN FOLLOWED. ; 00' 50,00' 50.00' LOT n A" RESTRICTED FOOTPRINT CREDIT CALCULA170N TOTAL LOT AREA = 5,270 SF. MAXIMUM IMPERVIOUS AREA ALLOWED = J,426 SF. (65%) IMPERVIOUS SURFACE AREA PROVIDED = 2,524 SF. ( 48%) HOUSE = 1,768 SF. DRIVEWAY -75(i..f,£._ TOTAL = 2,524 SF. RESTRICTED FOOTPRINT CREDIT ·= 3,426 SF. -2,524 SF. , = 902 SF. THEREFORE, ONLY 866 SF. OF ROOF REQUIRED TO DIRECT RUNOFF TO DOWNSPOUT CONVEYANCE SYSTEM. I I 6" CEMENT CONCRETE I r I 2"! CSTC 6 " BASE COMPACTED D~PTH COURSE · VEGETATED COMPACTED UN ELDING AREA * DEPTH SUTBASE 'SINGLE SLOPE' DRIVEWAY SECTION I N. T.S. j · • IF EXISTING VEGETATION CANNOT 8£ MAINTAINED THEN If WILL NEED TO BE REPLANTED/REVEGETA TEO TO LIKE CONDITION;,, SEE SEEDING AND TOPSOIL NOTES ON SHEET DET. · I I BAND FINE SCREEN MESH TO PIPE W/ S.S. BANDING @ YARD DRAIN SOLID LOCKING LID .L___ l"lllllc::;:=====-1"1 'T' 4 11 DIA. / MIN. ______ ........... _ MIN. SLOPE 0.001 FT/i T FROM HOUSE BAND PIPE SUPPORTS TO SIDEWALL W/ STAINLESS STEEL (S.S.) BAND/NG (2 PLACES TYP.) BAND FINE MESH SCREEN TO PIPE W/S.S. BANDING NO. DAT£ RESIDENTIAL SEDIMENT' CONTROL ·smucTURE REVISION BLOCK D£SCRIP110N · .. . .. . • :i " BY . .. . CVR JOB NUMBER 8358 DATE 12/08/15 DRAWING NO. 8358BASE HEET ...L OF.J.. .SURfA.CE WATER STANDARD PLAN·· NOTES · 1. THESE ivu'rEs sHALi APPEAR oN PROJ£crs FOR mt suRF ACE wA TER UTILITY. 2. BEFORE tif.lY CONSTl<UCT/ON OR DEVF::LOPMENt ACTIVITY OCCUR$, A PRE-CONSTRUCTION MEETING MUST BE · HELD)3EiWEEN 11-1£ CITY OF RENTON PLAN R£Vl£W SECTION AND TH£ APPLICANT. . 3. ALL DESIGN AND CONSTRUCTION SHALL BE INA~CORDANCE. WITH THE RENTON MUNICIPAL CODE .(RMC), THE LATEST £0/TION OF. 7HE STANDARD . .SPECIFICADONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUC.TION · PREPARED BY WSDOTAND THE AMER/CAN PUBLIC WORKS ASSOC/A. TION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL 8£ THE SOLE RESPONSIBILITY QF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VAR/AT/ON FROM THE ABOVE REQUIR£M£NTS FOUND IN THESE PLANS. ALL. CORRECTIONS· SHALL BE AT .NO COST TO .THE. CITY. .. . . . · 4. APPROVAL OF THIS ROAD; GRADING, PARKING AND ORA/NAG£ PLAN DOES NOT CONSTITUTE AN APPROVAL OF ·· ANY: OTHER CONSTRUCTION (£.G. DOMESTIC .. WATER CONVEYANCE, S£WE:R CQNVEYANCI:, GAS, ELECTRICAL, ETC.) TH£,SURFACEWAT£R DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO TH£ APPROVl:D PLANS,· WHICH AR£,.ON.FILE WITH THE CITY. · ANY DE:V/ATION FROM TH£.APPROVE:D PLANS WILL REQUIRE WRITTEN APPROVAC FROM )'ti£ .CITY OFi RENTON PUBLIC WORKS DEPARTMENT, SURFAC.E WArER UTILITY SECTION. 5 .. ·A· COPY·· OF THE$£ :APPROVE~ PLANS MUST BE. ON THE JOB SIT£ WHENEVE:R CONSTRUCTION IS IN PROGRESS .... · .. 0 ... GRADIN; ACT/VITI£$ (SITE-ALTERATION) AR£ LIMITED TO. TH£ HOURS OF 7 AM, TO 7 P:M. MONDAY THROUGH. . SATURDAY AND NO WORK ·oN SUNDAY IS ALLOWED, UNLESS 0THERY~S£ APPROVE:D WITH A WRITTEN DECISION ... BY THE CITY OF RENTON. . . . ... ·... .. . . .. · 7..: IT -S~IALL 8£ THE: APPL/CANT'S/CONTRACTOR'S RESPONS/B)L/TY TO OBTAIN ALL CONSTRUCT/ON £AS£M£NTS . . · NECESSARY BEFORE: INITIATING oFF.:.SITE WORK. EASEMENTS REQUIR£ CITY R£VIEW·'AND APPROVAL PRIOR TO ... co1v,smvcnoN. · 8. FRANCHISED. UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON. TH£SE APPROVED PLANS SHALL . . NO(BE ·r;0NS7RUCT£D UNLESS AN APPF<OVED SET OF .PLANS .THAT:Mc£T ALL REC!UIR£M£NTS OF CHAPER 4 OF .THE SURFACE WATER. DESIGN MANUAL ARE SUBMITTED· TO THE CITY OF RENmN. $. OATJM SIIALLBE NAVO 88 UNLESS·OTHERWISEAPPROVED BY TH£ CITY OF RENTON ... REFERENCE BENCHMARK. ANO .. £Lf:VATION$ ARE NOTED ON THE PLANS. 10. ANY D£WAJERING. SYSTEM N£C£SSARY FOR THE·• CONSTRUCTION OF STORMWAT£R FACILITlf:S MUST BE SUBMITTED· · TO TH£ CITY FOR REVIEW ANIJ APPROVAL. 11. ALL· uniJTY TRENCHES AND ROADWAY.SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 P£RCENt . . .. DENSITY, STANO ARD PROCTOR. ·· . . · · · · • . . . . . · . . . . 12. OP£N CUTTING OF· EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVF::D BY THE CITY OF R£NTON AND NOTED ON THE:SE APPROVED PLANS. ANY OPEN .CUT SHALL'.8£ RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS... . . . . j:3. ALL SEDIME:NTATION/EROSION FACIL/T/f:S MUST.BE IN OPERATION PRIOR TO CLE;ARING AND BUILDING. · CONSTRUCTION; AND THEY MUST BE SA.T/SFACTOf!/LY MAINTAINED UNTIL CONSTRUCTION IS COMPLl':T£D AND TH£ POTENTIAL· FOR ON~SITE .EROSION HAS. PASSED. . . . . ., 14. ALrRetENTION/0£Tf:NTION FACILITIES MUST BE'./NSTALLE:D ANDfN :OPERATION PRIOR TO. OR IN CONJUNCTION · .. . . WITHALL CONSTRUCT/ON ACTIVITY UNLESS OTH£RW/S£ APPROVl:O. BY THE PUf)LIC WORKS 0/,:PARTMENT. . · SURFACt WAJER UTILITY SECTION. . . . . . .. 15. ALL PIP£ AND APPURTENANCES SHALL BE.LAID ON A PROPERLY PREPARED FOUNDATION·IN ACCORDANCE WITH IHE CURRENT STAT£ OF WASHINGTON STANDARD SPECIFICATION FOE< ROAO AND BRIDGE CONSTRUCTION .. THIS SHALL INCLUDE NECESSARY LEVE:LING OF TH£ TRENCH .BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQU/R£D BEDDING MATERIAL, . TO UNIFORM GRAD£ SO THAT THE ENTIRE: L£NGTH OF TH£. PIPE: WILL 8£ SUPPORT£D ON ·A UNIFORMLY DENS£, UNYIELDING BASE. ALL PIPE B£DD1NG SHALL BE APWA CLASS . "C~ WITH THE EXCEPTION OF PVC PIPE. . 16. STEEL P/1 1£ SHALL BE .ALUMINIZED, OR GALVANIZED Wlfrl ASPHALT TRf:ATMENT #1 OR 8£TTER INSIDE AND . OUTSIDE. . .. . . . . . · 17: ALL.ORA/NAG£ STRUCTURES, SUCH. AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASS0C1AT£D VhTH A P£RMANENT RETENT/ON/DErENTION FACILITY SHALL HAVE SOLID · · LOCKINGUDS. . · . · · · 18, BUILDING AND OTH£f/ STRUC;URES SHALL. BE PLACED IN ACCORDANCE WITH TABLE: 4 •. / EASEMENT VllDTHS AND BU/LDJNO SETBACKS LINE:S, . . . · . . 19. ALL CATCH BASIN GRATES SHALL BE Df:PRES5£D 0.10 FffT BELOW PAVEMENT LEVE:L ... ·'.· 20; ALCORIVEWAY CULVERTS LOCATED 'NITHINCITY,OFRENTONRIGHT-OF-..WAY SHALL BE: OF SUFFICIENT LENGTH TO'RROV/0£ A. MINIMUM OF '3; i 'SLOPE FROM TH!c EDGt OF 'TH£"0RIVEWAY .Tq\7Hf:.80:rroM~.9F,c.THE DITCH. ROCKFO(! EROSION PROT£CT/ON OFROADSIOE·Q/TCHES, WHERE REQU/REO, ·.SHALL B,£ OF SOUND QUARRY. ROCK PLACED '/0 A DEPTH OF ONE (1) FOOT . .AND MUST MffT THE FOLLOWING SP£C/FICA TIONS: .· . · 4 .:.. 8 .INCH ROCK./ 40 -70% PASSING; . 2 .,. ,fJNCH ROCK / JO -40% PASSING; AND LE:SS THAN 2 INCH ROCK/ 10 -' 2.0% PASSING. 21. ALL0 8U/LDING OOWNSPOU.TS ANO FOOTING DRAINS SHALL BE CONNECTED TO .THE STORM DRAINAGE; SYSTEM, . : UNLESS APPROVE:D. BY THE CITY PLAN REV/£W£R OR SURFACE WATER UTILITY SECTION •. AN ACCURATELY ··· ·. D1M£NSION£D; CERTIFIED ,AS~BUIL LORAWING OF THIS DRAINAGE· SYSTEM WILL Bf SUBMITTED TO TH£ .CITY UPON COMPLETION. . . ' . ··· · ... 22. DRAINAGE OUTLETS (sroa-OUTS) SHALL 8£ PROV/DE:D FOR .EACH INDIVIDUAL LOT. EXCEPT FOR THO$£ LOTS · APPROVED. FOR INFIL TRA T/ON BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A. ·E:ACH OUTLET SHALL BE SUITABL y LOCA TEO AT THE L0W£ST ELEVA TioN ON THE LOT; so AS TO SERVICE: ALL FUTURt ROOF:DOWNSPOUTS AND FOOT/NG DRAINS, DRIVEWAYS, YARD DRAINS,• ANO ANY .OTHER . . · SURFACE: OR SUBSURFACE .DRAINS )'/ECE:SSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTEN0£0 USE:: £ACH OUTLE:.T SHALL HAVE FR££-FLOWING, POSITIVE: DRAINAGE TO AN APPROVED. STORMWAT£R • CONVEYANCE SYSTEM OR TO AN APPROVE:D OUTFALL LOCATION. · B. OUTLETS'ON EACH LOT SHALL BE LOCAT£0 VI/Tl-I A FIVE-FOOT-HIGH; 2" X 4' STAKE: MARKED 'STORM" OR '<DRAIN''. TH£ STUB-OUT SHALL EXTEND ABOVE SURFACE L£VEL, BE VISIBLE; .AND BE SECURED TO THE ... • ·'sTAKE... . . . . . c.·.;f'IPE MATERIAL SHALL CONFORM TO UND£RDRAJN SPECIFICATIONS D£SCR1B£D IN CHAPTER 4 OF THE· ·suRFACE WATER D£SIGN MANUAL ANO, IF NON,-METALLIC, TH£ PIP£ SHALL Bt PLACED IN A TR£NCH. WITH A TRACING WIRE ABOV£ OR OTHER. ACCEPTABLE DETECTION. . · · · D. PRIVATE ORA/NAG£ £ASf:MENTS ARE REQUIRED FOR DRAINAGE: SYSTEMS DESIGNED . TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. . . . . . . . . . . . £. THE APPLICANT/CONTRACTOR. IS RESPONSIBLE FOR COOROINATINO TH£ LOCATIONS OF ALL STUB-OUT CONVf:YANCE LINES WITH RESPECT TO ()frl£R UT1LITI£S (E.G. POWER, GAS, TELEPHONE, ·TEL£VISION). F .. _ALL )NDIVIOUAL $TUB-OUTS SHALL BE PR/VA TEL Y. OWNED AND MAINTAINED BY.· THE LOT HOME: OWNER. 0., 'STORM DRAINAGE PIP£ SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDA TJONS, EXC£PT FOR SUMP PUMP ·· DISCHARGE LINES USED TO DRA/N. CRAWL SPACES, PROV/0£D THE SUMP PUMP SYSTEM INCLUO£S BACKFLOW. · PREVENTION OR A CH£CK VALVE. . . . . . . . -. .. ·· 23. AUc Dl;.fURBEO PERVIDUS AREAS (COMPACTED, .GRADE:O, LANDSCAPED, ETC.)OF ·TH£ OEVE:LOPMENT SITE MUST . 0£1..JONSTRATE ONE ·OF .THE FOLLOWING: TH£ EXISTING .DUFF LAYER SHALL BE STAGED AND R£DISTRIBUTEO TO . MAINTAIN .TH£ MOISTI)RE CAPACITY OF THE SOIL, OR; AM£NOE:D SOIL SHALL BE ADDEO :TO MAINTAIN IHE MOISTURE CAPACITY. . . . . . . . 24. PROOF OF LIABILITY INSURANCE SHALL 8£ SU{?MITTED TO THE: C!TYPRIOR TO CONSTRUCTION PERMIT l~SUANCE. 25. ISSUANCE OF THE BUILDING .OR CONSTRUCTION PERMITS BY THE: CITY OF RENTON DO£$ NOT· RELIEVE THE OWNER OF Tl-/£ CONTINUING LEGAi. OBLIGATION AND/OR UABILITY CONNE:CT£D. WITH STORM SURFACE: WATER DISPOSITION. · FURTHER, TH£ CITY OF RENTON DQE:S NOT ACCEPT ANY OBLIGATION FOR THE PROPER · · FUNCTIONING AND MAiNTENANCE OF. THE SYSTEM PROVIDED DUF<INC CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR. PROVIDING ADEQUATE SAFEGUARD; SAFETY DEVICES, PROiECTIVE ·. · ., .. EQLJIPMENT,. FLAGGERS, AND ANY OTHER NEEDED ACTIONS. TO PROTECT 7H£ LIFE,· H£AL TH, ANO SAFETY OF TH£. · .. PU{?LIC, AND TO PROTECT PROPERTY IN CONN£CTION WITH THE: PERFORMANCE: OF WORK. ANY WORK WITHIN· ··. 7HE 7RAVELED.RIGHfr.OF-jt/AY THAT MAY INrERRUPT .NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE:D BY THE PUBLIC V,,ORJ<S DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SEO.TIONS OF THE: WSDOT STANDARD SPECIFICATIONS 1-07:..2:, TRAFFIC CONJROL SHALL APPLY. 27, PROJECT LOCA.T£D WITHIN TH£ AQUIFER PROTEC:TION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREM£Nf 116 OF THE SURFACE WATER.DESIGN MANUAL AND AQUIFER PROTECTION R£GULAnONS (RMC 4'-J-050). . . ·· .. UT/urY CONF,LICT NCYTE: .. · . CAUr/ON, . THE CONTRACTOR SHALL 8£ FULLY RESPONSiBLE: FOR · VERIFYING .THE LOCATION, AND .D£PTH OF ALL EXISTING UT/U11£S . WH£THER SHOWN 'oN .THESE PLANS OR NOT BY POTHOLING TH£ UTILITIES. AND SURVEYING TH£ HORIZONTAL AND VERTICAL LOCA T/ON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1,-800-424:-S555 AND . . 1HEN POTHOtiNG ALL OF THE EXISTING UTILITIES AT LOCATIONS .OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR Nor CONFLICTS EXIST. LOCATION OF. SAID l,)TILITIES AS. SHOWN ON TH£S£ PLANS. AR£. BASE:D UPON THE .· . UNVE:RIF/£0 PUBLIC. /NFORMA TION AND ARE SUBJ£CT TO VAR/A TION. IF CONFLICT$ SHOULD OCCUR, THE CONTRACTOR · SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE:. ALL PROBLEMS PRIOR TO PROCE£01NG WITH CONSTRUCTION, --------------------------~--- LUND SHORT PLAT'// NE 1/ 4, NE 1/ 4, SEC.29, TWN.23 N., RNG. 5 E:., W.M. . . -. . EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS,. SURFACE WATER UTILITY. WASTEWATER UT/J.,/TY.. WATER· UTILITY. AND TRANSPORTATION PLANS: . . . 2. 8£FOR£ ANY CONSTRUCTION OR D£V£LOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCT/ON MEETING MUST BE HELO WITH. THE CITY OF RENTON, PUBLIC WORKS D£SIGN ENGINE£R. . . . . 3. THE BOUNDARIES OF THE CL£AR/NG LIMITS AND AR£AS OF VEGETATION PRESERVATION AS PRESCRIBED ON. TH£ PLAN(S) ·sHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE F/£LD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF TH£. SURFACE WA rER DESIGN MANUAL AND 08S£RVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE: B£Y0ND THE: CLEARING ·. LIMITS SHALL BE PERM/TT£D: TH£ CLEARING LIMITS SHALL 8£ MAINTAINED BY THE APPLICANT /£SC . SUPE:R.V/SOR FOR THE DURATION QF CONSTRUCTION. . . . .4. . STABILIZE[) CONSTRUCT/ON ENTRANCES SHALL 8£ INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION. OF .THE PROJECT. ·ADDITIONAL· M£ASURES, SUCH AS CONSTRUCT£D WHEEL WASH SYSTEMS OR WASH PADS, MAY 8£ REQUIRED TO ENSURE THAT ALL. THE PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT Of WAY DOES NOT OCCUR FOR TH£ DURATION OF THE PROJECT . 5. ALL R£QU/RE:O SEDIMENTA T/QN/EROSION CONTROL FACIL/Tl£S MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CL£ARING AND/OR. CONSTRUCTION TO PREVE:NT TRANSPORTA T/ON OF SEDIMENT TO . SURF AC£ WA 71:R, DRAINAGE SYST£MS AND ADJAC£NT PROPERTIES. · ALL.EROSION AND SEDIMENT FAG/UT/£$ SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE ANO POT£NTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTA T/ON, MAINTENANCE. R£PLAC£MENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE R£SP0NSIBILITY OF THE .p£RM/TEE. . · . . · . 6.. THE EROSION AND SEDIMENTATION CONTROL SYSrEMS DEPICT£D ON THIS DRAWING ARE INTENDED· TO eE MINIMUM REQUIREM£NTS TO Mf:ET ANTICIPATED SITE CON.DITIONS. AS,CONSTRUCTION PROGRESSES ANO UNEXPECTED OR SEASONAL CONDITION$ DICTArE, TH£ PERMIT£f SHALL ANTICIPATE THAT MORE EROSION AND SEOIM£NAT/ON CONTROC FACIL/T/£S WILL BE NECESSARY TO ENSURE COMPtETE SILTATION CONTROL ON THE PROPOSED SIT£. DURING THE COURSE: OF CONSTRUCTION, IT SHALL 8£ THE OBL!GA TION AND RESPONSIBILITY OF THE PERM/TEE TO AOOR£SS ANY N£W CONDITIONS THAT MAY 8£ CREA TED BY THE ACTIVITIES AND TO PROV/0£ ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM R£QU/REMENTS; AS MAY 8£ . NEEDED, TO· PROTECT ADJAC£NT PROPERTIES AND. WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR £ROS/ON/SEDIMENTATION CONTROL ONLY. IT D0£S NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTR/CTORS, CHANNELS, OR R£T£N TION FACILITIES. · 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROAOWA Y EMBANKME:NTS, THAT WILL NO{ BE DISTURBED FOR TWO DAY$ DURING THE lllcT SEASON (OCTOBER 1.ST IHROUGH MARCH 3011-1) OR S£VEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMB£R JO) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVE:D £SC .COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, £TC.);· 9. WET SEASON SEASONAL EROSION ANO SEDIMENT CONTROL R£QUIREMENTS APPLY TO ALL CONSTRUCTION ~~ts Ji~~t~~GA~Efv~i~Ti~~~B%~o~£11~ MARCH 30 INCLUSIVE, UNt.ESS OTHERWISE APPROVED BY THE 10. COVE:R MEASURES WILL BE APPLIED IN CONFORMANCE WITH APP£NDIX D OF TH£ SURFAC£. WATER DESIGN MANUAL. . . . . 11. ANY AR£A NEEDING £SC MEASUR£S, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. . 12. THE £SC FACILIT/£S ON INACTIVE: SITES SHALL 8£ INSP£CT£0 ANO MAINTAINED A MINIMUM OF ONCE A . MONTH OR WITHIN 24. HOURS FOLLOWING A STORM EVE:NT. 13. AT NO TIM£ SHALL MORE THAN ONE (1) FOOT OF S£0/MENT BE ALLOW£D TO ACCUMULArE WITHIN A CATCH BASIN. ALL. CATCH.:BAS/NS ANO CONVEYANCE LINES SHALL 8£ CLEANED PRIOR TO PAV/NO. THE CLf:ANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WArER INTO TH.£ D0WNSTR£AM SYSTEM. 14. DURJNG THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJ£CT DISTRIBUTED SOIL AREAS ... GREArER, THA( ARE TO BE LEFT UNC:WORK£0 FOR. MORE THAN 12 HOURS, SHALL 8£ COV/:RED BY MULCH, SODDING OR PLASTIC COVERING. . 15. ANY PERMANENT RETENT/ON/D£TENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE. NECESSARY EROSION CONTROL M£ASURES ANO SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS. TO · FUNCTION (IL TIMA TELY AS AN INFILTRATION SYSTEM, TH£ TEMPORARY FACILITY ·MUST 8£ ROUGH GRADED SO THAT TH£ BOTTOM AND SIDES ARE AT LEAST THR££ FEET ABOVE THE FINAL GRAD£ OF THE PERMANENT FACILITY. 16. PRIOR TO TH£ BEGINNING OF THE WET S£AS0N (OCT. 1), ALL DISTURBED ARtAS SHALL. BE REVIEWED TO . IDENTIFY WHICH ONES CAN BE S£ED£D IN PR£PARA TION FOR THE: WINTER RAINS. DISTURBED. AREAS SHALL BE SE£0ED WITHIN ON£ WEEK OF TH£ B£GINNING OF THE WET $£ASON. · A SKETCH MAP OF THOSE: AREAS TO 8£ SE£0ED .AND THOSE ·AREAS TO REMAIN UNCOVE:R£0 SHALL 8£ SUBMITTED TO TH£ CITY OF RENTON FOR REVIEW.· CONSTRUCTION ENTRANCE .NOTES ·1. MATERIAL SHALL BE 4 INCH TO 8 /NCH .QUARRY SPALLS (4 TO $. INCH FOR RESIDENTIAL S/NGL.E: FAMILY LOTS) AN.D MAY 8£ T0P-DRE$S£D. WITH 1 /NCH TO .3 INCH ROCK.' (STA TE STANDARD SPE:CIFICATIONS, SECTION 8cc 15) 2. THE ROCK PAD SHALL. BE AT LEAST 12 /NCJ,/ES THICK AND 50 FEET LONG (20 FE:ET FOR SITES WITH LESS THAN 1 ACRE OF OISTURBE:D SOIL). WIDTH . SHALL BE THE FULL WIDTH OF THE: VEHICLE INGR£SS AND EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY RESIDENTIAL AND SMALL COMMERCIAL S/TE:S. . . 3. ADDITIONAL. ROCK SHALL SE ADDED PERIOD/CALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. · 4. IF TH.E PAD DOE:$ Nor· ADEQUATE:LY REMOV£ THE MUD FROM THE VEHICLE WHE:E:LS, Tl-/£ WHEELS SHA/.!. BE HOSED OFF BEFORE THE VEHICLE: ENTERS A PAVED STREET. Tl-/£ WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATE:R $HALL DRAIN TO A SE:DIME:NT RETENTION FACILITY OR THROUGH A SILT FENCE. INLET PROTECTION NOTES 1. PLACE:. CONCRETE: BLOCKS LENGTHWISE ON THEIR S/0£S IN A SINGLE ROW AROUND THE PER/METER OF TH£ INLET, SO THAT THE OPEN ENO FACE OUTWARD, NOT UPWARD. THE £NOS OF .ADJACENT BLOCKS SHALL ABUT. Tl-IE HE:IGHT OF THE BARRIER CAN BE: VARIED, DEPENDING ON 0£$/GN · N££0S, .BY STACKING . COMBINATIONS OF BLOCKS THAT ARE: 4 INCHES, AND 12 /NCHE:S WIDE. THE ROW OF·BLOCi<S SHALL BE AT L£AS7'12 INCHES BUT .NO GREATER THAN 24 INCHES 1-1/GH. 2. PLACE WIRE MESH OVER THE OUTS/OE VERTICAL FACE (OPEN £ND) OF THE CONCRETE BLOCKS TO PR/i:VENT STONE FROM Bli:ING WASHED THROUGH Tl-/£ BLOCKS. USE:_ 1-/ARDWAR.E CLOTH OR COMPARABLE: WIRE: MESH WITH 1/2-INC/.I OPENINGS. J. PILE: STONE AGAINST THI:: WIRE MESH TO THE: TOP OF THE: BLOCKS. US£ 3/4-/NCH . TO .3-INCH GRAVE:L. . 4:. · PL.ACE WIRE MES.I-I OVER THE DROP INLE:T SO THAT THE: WIRE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH S/OE OF THE INLET STRUCTURE. USE: HARDWARE CLOTH OR. COMPARABLE WIRE: MESH WITH 1/2-INCH OPENINGS. IF MORE: THAN ON£ . STRIP OF MESH IS .NECESSARY, OVERLAP THE: STRIPS. PLACE: FILTER FABRIC OVER WIRE MESH; . . 5. · PLACE: 3/4 /~/CH GRA VE:L OVER THE:. WIRE MESH. THE: DE:PTH OF STON£ SHALL BE. AT Li::ASL 12 INCHES OVER THE £NT/RE: INLE:T OPENING. EXTEND THE STONE 8£YOND TH£ INLET OPE:NING AT L.EA$T 18 INCHES ON ALL. S/0£S .. 6. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT, THE STONES MUST BE PULLE:D AWAY FROM TH£. INLET AND CLEANED . OR REPLACED. .CALL BEFORE YOU DIG THE CO/f(RACTOR SHALL BE FULLY RESPONSIBL£ FOR TH£ LOCATION. AND PROJECTION OF ALL EXISTING . UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILJTY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING .THE . UND£f/GIWUND LOCA T£ LINE AT /ill A MINIMUM OF 48 HOURS PRIOR ro ANY EXCAVATION. MULCHING NOTES 1. · MULCH MATERIALS USE:D SH.ALL 8£ HAY OR STRAW AND SHALL 8£ APPLiE:D AT THE RATE: OF 1.5 TO ,?.5 TONS/AC. 2. MULCHES SHALL 8£ APPLIED IN ALL AREAS WITH EXPOSED SLOPES GRE:A TEF? THAN 2; 1. .. . . . . 3. MULCHING SHALL BE USE:D IMMEDIATELY AFTER SEEDING OR. IN AREAS WHIG/-/ CANNOT 8£ SEEDED BECAUSE OF THE SEASON. . 4 •. ALL AREAS NEE:D/NG · MULCH SHALL 8E COVE:RE:D SY. NOVE:MSER 1. STOCKPILE NOTES 1. STO.CK.P/LES SHALL BE STABILIZED (WITH PLASTIC COVERINGS OR OTHER. APPROVED DEVICE:) DAILY 8ETW££N NOV£MB£R 1 AND MARCH .31. 2. IN ANY SEASON, SE:DIME:NT LEACHING FROM STOCK. PILES MUST BE PRE:VE:NTED. 3. TOPSOIL SHALL NOT BE: PLACE:D ·WHILE: IN A FROZEN OR MUDDY CONDITION, WHE:N THE: SUBGRADE: IS EXC£SS1V£L Y WE:T, OR WHE:N CONDITIONS E:XIST THAT MAY OTHERWISE BE D/cTRJMENTAL TO PROPER GRADIN~ OR PROPOSED SODDING OR SE:E:DING. 4. PREVIOUSLY £STA8LISHED GRADE:S ON THE AREAS TO 8£ TOPSOILED SHALL 8£ MAINTAiNE:D ACCORDING TO THE: A,bPROVE:D PLAN. · SEEDING NOTES 1. SF:ED MIXTURE: SHALL Si£; 10%R£D TOP, 40% ANNUAL RY£, 40% CH£WING FESCUE, 10% WI-I/TE DUTC/-1 CLOV£R, AND SHALL BE APPLIED AT Tl-IE RA TE OF 225 LBS.. PER ACRE. 2. SEED BEDS PLANTED EIE:TWE:E:N MAY 1 AND OCTOBER .31 WILL RE:QU/RE IRRIGATION AND OTHE:R MAINTENANCE: AS N£CE:SSARY TO FOSTER AND PROTECT THE: ROOT STRUCTURE:. . 3. FOR SEE:D 8£0S PLANTED BETWEEN OCTOBER .31 AND APRIL .30, ARMORING OF THE: S£ED 8£0 WILL SE NECESSARY •. (£.G., GE:OTEXTILES, JUTE .MAT, CLEAR PLASTIC COV£RING) . · . . 4. BE:FORE: SEEDING, INSTALL NE:EDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVE:L SPREADERS AND SE:DIME:NT BASINS. 5. THE: SE:E:DBED SHALL /3£ FIRM WITH A FAl/~L Y FINE SURFACE, FOLLOWING SURFACE: RO;JGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE:. 6.· FE:RTILIZE:RS ARE:. TO BE: USE:D ACCORDING TO SUPPLIERS RE:COMME:NDATIONS. AMOUNTS USED SHOULD 8£ MINIMIZE:D, ESPECIALLY.ADJACENT TO WATER BODIE:S AND WETLANDS. . SILT FENCE NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO A VOID USE OF JOINTS. WHEN JOINTS ARE: N£CE:SSARY, FIL TE:R CLOTH SHALL BE: SPLICED TOGETHER ONJ... Y A LA SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AN.D · SE:CUREL Y FASTENED AT BOTH· ENDS TO POSTS. 2. POSTS SHALL BE SPACED A. MAXIMUM OF 6 FEET APART AND DRIVE:N SECURE:L Y INTO TH.£ GROUND (MINIMUM OF' .30 INCHES). J. A TRE:NCH SHALL BE lcXCA VA TE:D APPROX/MATEL Y $ INCHES WIDE: AND 12 INC/-/£$ DEEP ALONG THE UN£ OF POSTS AND UPSLOPE FROM THE SARR/ER .. THIS TR£NCH SHALL BE BACKFILLED . WITH WASHED GRAVEL . 4 .. WHEN STANDARD STRENGTH FIL TE:R FABRIC IS USED, A WIRE: MESH SUPPORT FENCE SHALL SE FAST£NE:D SECURELY TO· THE UPSLOPE SID£ OF THE: POSTS USING HE:AVY-DUTY WIRE STAPLES AT LE:AST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE: SHALL EXTEND INTO THE TRE:NCH A MINIMUM OF 4 INCHE:S AND SHALL NOT EXTE:ND MORE: THAN 24 INCHES ABOVE: THE: ORIGINAL GROUND. SURFACE. 5. THE: STANDARD STRENGTH FILT£R FABRIC SHALL BE: STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE: FABRIC SHALL BE EXTENDED INTO THE: TRENCH. THE FABRIC SHALL NOT E:XTE:ND MORE: THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT SE STAPLED TO E:XISTING TREE:$. 6. · WHEN E:XTRA-STRE:NGTH FILTE:R FABRIC AND CLOSER POST SPACING IS USE:D, TH£ WIRE MESH SUPPORT FE:NCE: MAY BE ELIM/NA TE:D. IN SUCH CASE:, THE: FIL TE:R FABRIC IS STAPL.£0 OR WIRE:O DIRECTLY TO THE: POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPL YING. 7. FIL TE:R FABRIC FENCES SHALL NOT BE REMOVED BE:FORE: THE UPSLOPE: ARE:A HAS BE:EN PERMANENTLY STABILIZED. 8. FILTER FABRIC FENCES SHALL 8£ INSPECTED IMME:DIATEL Y AFTE:R E:ACH RAINFALL AND AT LEAST DAILY OUR/NG PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHAL.L 8£ MADE: IMMEDIA TE:L. Y.. . 9. SILT FENCES WILL Bl, INSTALLED PARALLEL TO ANY SLOPE: CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WIL.L NOT 8£ GREATER THAN 100 FEET. 11. DO NOT INSTALL BE:LOW AN OUTLET PIPE OR WEIR. 12 .. INSTALL DOWNSLOPE OF EXPOSED AREAS. 13 •. DO NOT DRIVE.OV£R .. OR FILL OVER SILT FENCES. NO. DATE: . EROSION ANO SEDIMENT CONTROL RECOMMENDED CONSTRUCT/ON SEQUENCE.· 1. PRE-CONSTRUCTION M££TING. 2. POST SIGN WITH NAME AND PHONE NUMBER. OF £SC SIJPERV!SOR (MAY BE CONSOL/DA 1£0 WITH TH£ REQUIRED NOTICE OF CONSTRUCT/ON SIGN). . J. FLAG OR F£NCE CLEARING LIMiTS. 4, /NSTAL.L. CATCH BASIN PROrEGTION IF R£QU/REO. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE (S). . 6. INSTA.LL PERIMETE:R PROrECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENTPONDS AND TRAPS. 8. GRADE AND STABILIZE. CONSTRUCTION. ROADS. 9 .. CONSTRUCT SURFACE: WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, . ETC.) SIMULTANE:OUSLY. WITH CLEARING AND GRADING FOR PROJECT D£VELOPM£NT. 10. MAINTAIN EROSION. CONTROL MEASURES IN ACCORDANCE WITH. AP.P£NDIX D OF THE SURFACE WATER DESIGN. MANUAL AND MANUFACTURER'S R£COMMENDATIONS. 11. R£LOCATE EROSION CONTR,OL MEASUR£S OR INSTALL NEW M£ASUR£S SO THAT AS SIT£ ·CONDITIONS CHANG£ THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S £ROS/ON AND .SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS T/-IAT WILL BE UNWORKE:D FOR MORE THAN SEVEN DAYS DURING Tl-IE DRY SEASON OR TWO DAYS DURING THE: WE:T SEASON WITH STRAW, WOOD FIB£R . MULCH, COMPOST; PLASTIC SHEETING OR. EQUIVALE:NT. 1J. STABILIZE ALL AREAS THAT R£ACH FINAL 9RI\OE WITHIN SEVE:N DAYS. 14. SEED OR SOD· ANY AREAS JO REMAIN UNWORK£0 FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJ£CT, ALL DISTURBED AREAS MUST BE STABIUZ£D AND BMPS REMOVED IF APPROPRIATE. TOPSOILING NOTES 1. · APPLY TOPSOIL TO AR£AS VI/TH HIGHLY DENS£ OR IMPERMEABLE SOILS. 2. APPLY WH£R£ MULCH AND .FERTILIZER ALONE WOULD NOT PROVIDE A SUITABLE . . GROWTH M£0/UM. . 3. ')PPL Y VIH£Rf: SLOPES DO NOT EXCEED 2: 1. . . 4. TOPSOIL SHALL BE. FRIABLE ANO LOAMY (LOAM, SANDY,LOAM, SILT LOAM, SANO CLAY LOAM, CLAY .LOAM). ·. .· . 5. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZ£N OR MUDDY CONDITION, WHEN TH£ SUBGRAD£ IS EXCESS/VE:L Y WET, OR WHEN CONDITIONS EXIST THAT li/AY 0THERWIS£ Bf: 0£TRIM£NTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 6. PR£VIOUSL Y ESTABLISHED GRADES ON THE ARE:AS TO BE TOP SOILED SHALL BE MAINTAINED ACCORD/NG TO TH£ APPROVF::D PLAN. 7. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROV£D DEVICE) DAILY BETWEEN NOVEMBER 1 ANO MARCH 31. 8. IN ANY SEASON, SEDIMENT L£ACHING FROM STOCKPILES MUST BE PR£VENT£0. ' REVIS/Of., BLOCK D$CRIPTl0N BY ' ' ' I l DET1 _. __ ., ---· ', ·-,'. ---- ----------- JOB NUMBER 8358 tcl z :'< . -J ~ .<( <: ~ ~ ,..., ~ . :r: ~ ":! ~ (!) Cl:: (!) .fa &l ts ~ 8 ·<75 . ~ I.cl ti . Cl Cl ")· ~. I 1') 'I- 'I- ·in' N 'I-'-' . . :r: . Cl.. -"' ") co 0, . o:i ~ :r:: 0:, . ~ -- <( >< Cl.. :;;: 0 3 a a:i ...J ::a; . ~ 0 . ~Cl~ f'.: 15 ~ & 8: DATE 12/03/15 DRAWING NO. 8358BASE HE£T ..2.. OF ~J._ -.. -.. _-, 50' MIN ..... . VEGETATED FLOWPATH · SPLASH BLOCK HOUSE . 'TYPICAL DOWNSPOUT SPLASHBLOCK DISPERSION . N.T.S. . ·· IJTILTTY CONFLICT NOTE: . . CAV'f'fON:, >'·· THE·CONTRACToR s,iAu. st FULLY REsPoNsiaLE ,oR VERIFYING TH£ wcA110N, AND. DEPTH OF ALL EXISTING unL111Es .·.·. · WHETHER SHOWN :ON . THESE PLANS OR NOT BY POTHOLING THE· UTILITIES AND ·SURVEYING THE HORIZONTAL AND VER11CAL . · LOCATION ·pR/OR JO CONSTRUCTION •.. THIS SHALL. INCLUDE .CALLING. UTILITY .LOCATE <IP 1'-B00-"424-5555 AND . .. .. THEN POJHOLINGALL'OF THE EXISTING U.TILITIESATLOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER .. (JR NOT CONFLICTS EXIS7'. .. LOCA TION OF SAID UTIL/TIJ:S AS SHOWN' ON THESE PLANS AR£ BASED. UPON TH£.: ·. ~t';JJ'/~~~fu~~L~~ktaiR/t 1g:oi1~~~~N~Y8/i°kI&:m:.ri~oifLfSfFJ;k1!/J ii0#!/6c~gg,~~ . ::i %%~Z7c°!:oN .. · . . . l.OND SHORTPLA T'f/ ··• NE 1/4, NE 1/ 4,. ·sEC.29, ·. TWN;23 N., RNG. 5 E:, ·WM.·· CALL ·BEFORE YOU DIG. THE. CONTRACTOR SHALL BE FULLY RESPONSIBLE:FOR. THE LOCATION AND PROTE:CJlON OF ALL £XIS111'IG' . . . .. .. UTILITIES. TH£ CONTRACTOR SHALL.V£R/FY ALL UTILITY LOCA 110NS. PR/OR· TO CONSTRUCTIDN BY CALLING• THE ·.· 'lfo~Wl~~ytf frf~t-r tki~~7n&U A MINIMUM. OF 48 R .a 25' MIN. 12•r MIN .. DEPTH. . (6"MIN. FOR RESIDENTIAL .•... .. SINGLE FAMILY LOTS) 4" TO 8" QUARRY SPALLS . (4" To 6'.' FOR RESIDENTIAL · .SINGLE F AMllY LOTS) . . PROVIDE FULL WIDTH OF . INGRESS/EGRESS AREA CONSTRUCTION .ENTRANCE ROCK P~D N.T,S. RE:TRl£VAL STRAP ---..-'--+--OVERFLOW (TO BYPASS PEAK STORM: VOLUMES) 24'' "--l-~ EXISTING · CATCH BASIN · • PROVIDE CATCH . BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN. INSERT #3003, FROM. FOSS ENVIRONMENTAL 7 440 W .. MARGINAL · WAY S. . · SEA TILE, 'WA 98108"-4141 · PHONE: 1~86o~sos-3677 .· · • JNLETBEDIMENT PROTECTION . . . .(AFTER PAVING) . NOT TO SCALE . C&d. IXJNC. SIDEWAlK · cu~a &-Gunrn DEPR£SS£0 CcAI. CONC. 'CURB TOP WIDJH or CUR/JS VARIES WffH rii'E Of' CVR8(S£E: FIG. Jc002 DEPR!'S$£!) 5• 5 l.ANDIN() . i,mr. CIJRB- SECTION A-A '" ·' 1/2· "40, TYi', 2" MIN. CRUSH,_. S()J?f'. fOP COURSf: Cat. COMC. SIDEWALK r. DIMENSIONS Ml!ASVR!O Al.ONG BACK £()0£ OF Sl0£WAJJ( {,.,_,u,ti. . .. ,,,.,, A . J/8-~ E}(p/J.NSl()N · JOINT . . CVR8 @ 1'/fXTUREO HAMP ANO I.ANQIN~ SI/Rf'AC.ES Depcirtment ofTrarisporte.tion Roads Servicer, Olvi?lon 2004 Design Md . Constrtfctjcm Stani:Jafds . NO . .. DATE: . .. . ,· -: . :.·. ·. . .-.. . . .. . . NOlES, ,. THIS DESIGN Will ONLY·8£ UTlUZEO WHEN· omm . OPlJONS TO MEEllNG AQ.4 STANl)AROS FOR S/OEWAi.K RAAJ.PS fb\llE BEEN EXHAUSTED. REFER TO Ff(}." .1-009. 2. THIS OPTION IS ONtY AUOW!iO Wflll PERMISSION OF 'fHE KINB-ca_uNTY-ROAD e/CIN£ER. @ RAMP SHAU, 8E TOOUREQ USING TRUNCAlED DOME PAnERN, (SEE FIG, 3-007} · CURB RAMP ALTERNATE REVISION BLOCK D£SCRIP110N BY . .·., . . . . JOB NUMBER 8358 · .. · (Q ~ . . :r:{' <>:) . -.,>'- 0: Q' . ···1a:i 0 (l:) _, .::a;. • >': ... ,, 0 ::, "; a.: Q ..:.: ' 15 6 Q 0 ... 0: Cl... . ' (/) -..I -· ·· .... ·.·~ lLJ. ··a _...,,, .· .. . '"'O DATE 12/03/1!:{ . r.====HDRAWING NO, DET2 11-a_3_58_B_As_E-1 1 .H£ET ,.J.OF ..J. PARCEL NUMBER 0088000177 (0.24 AC.) SI TE ADDRESS 16203 114th AVE SE LEGAL DESCRIPTION LOT 1, SHORT PLAT NO. L04S0037, RECORD£D SEPT. 19, 2007 UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON. CALL BEFORE YOU DIG THE CONfflACTO,i SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE UN£ AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. ;t R/W--_J • . I • • I \ I s ~ - I -•. r--.• __ I I I ;t LUND SHORT PLAT II NE 1/ 4, NE 1/ 4, SEC.29, TWN.23 N., RNG. 5 E., WM. TOPOGRAPHY MAP NI '33'29"£ 200.00' --------,------------. -----------,--~ 50.00' SO.OD' ,/ R/W --Ol 0, oi oi -,-"' " ! ' -•-' ; '- ' I ,s s C) ' C) !') ' !') (Q / <o ~ ~ "' ! "' "' "' < I < 50.00' c· ' ,, / ! 50.00' / .. I / I j ! ! ' I ' I I I I I / / ----------~-- * Q) ~ --~,-,..,_ ·-" /i C) Q f'i ~ <i 'NO. DATE SCALE: 1 "=20' I 0 10 20 40 CONTOUR INTERVAL = 5' N07E: TOPOGRAPHY PREPARED FROM KING COUNTY GIS. LEGEND R/W PROPERTY LINE R/W LINE ---456 --EXISTING CONTOUR ----EASEMENT LINE --BUILDING SETBACK LINE ---456---PROPOSED CONTOUR "' • EXISTING CONCRETE TO REMAIN REVISION BLOCK DESCRIP170N BY OrT l n 18''i .. _ " '- JOB NUMBER 8358 0 Lu "J II -J ' 0 - (/) Q:: 0 :c () "3 (/) Cl'. El < i 0 tJ <( Cl'. a a ;:::. "' co 0) co~ c~ >-' GS < 0 a_ 0 Cl'. a_ Cl'. - <( x: a_ :;,,:o:3 o en -J :;, . ;_c "' 0 ::) --, a_ a_ Q <::( ~ >-:r: a_ <::( 0::: (.:) 0 o_ 2 DATE z <'. ,__: Cl'. ls' () (/) El :,,: () Lu :c () It) It) "J 0 I It) 'Sr 'Sr ------It) "J 'Sr '- :i::' a_ 12/04/15 DRAWING NO. TOPO 3358LN0SC/ SHEET 1 OF 1 VICINITY MAP ~:r5i6UlilJL PARCEL NUMBER 0088000177 (0.24 AC.) SI TE ADDRESS 16203 114th AVE' SE' 0\ C: "'"' ST -CJC r 211rnr71r,-i1,,1rr,----- N.T.S. LEGAL DESCRIPTION LOT 1, SHORT PLAT NO. L04S0037, RE'CORDE'O SEPT. 19, 2007 UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON. GENERAL LANDSCAPE NOTES 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL N£CESSARY PERMITS FROM THE APPROPRIATE AGENCY PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CONTACT LINE LOCATORS (800) 424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY DIGGING OR TRENCHING. IF THERE ARE ANY DISCREPANCIES WITH THE EXISTING LINES AND LANDSCAPING, IT IS rf/E CONTRACTOR'S RESPONSIBILITY TO CONTACT THE LANDSCAPE ARCHITECT ANO REQUEST A SITE: VISIT TO ADDRESS THE CONFLICTS. CONTRACTOR SHALL COMPLY AND CONFORM TO ANY AND ALL LOCAL AND STATE CODES FOR WORK, SCHEDULES AND ANY OTHER PROJECT RELATED REQUIREMENTS. 2. SCOPE OF WORK SHALL INCLUDE ANY AND ALL SPECIFIED AND UNSPECIFIED BUT RELATED INCIDENTAL WORK TO ACHIEVE Tf/E DESIGN INDICATED ON THE LANDSCAPE PLANS. ALL LABO(/, MATERIALS, SUBCONTRACTORS, EQUIPMENT, AND RELATED INCIDENTAL ITEMS SHALL BE SUPPLIED AND INSTALLED TO ACfl/EVE A COMPLETE PROJECT, UNLESS DIRECTED OTHERWISE' BY THE GENERAL CONTRACTOR OR OWNER. .3, CONTRACTOR TO VlcR/FY ALL sue GRADES AR£ SET BELOW REQUIRED AMENDMENTS TO INSURE Tl-IE FINISHED GRADE WILL MATCH WHAT IS INTENDED BY CIVIL OR DRAINAGE DESIGN. ALL SUB GRADES AND FINISHED OR FINAL GRADES SHALL BE GRADED TO DRAIN TO THE DESIGNED DRAINAGE SYSTEM WlrH POSITIVE DRAINAGE AWAY FROM ALL smUCTURES. 4. GRADE PROPERTIES: ALL !'LANTING AREAS SHALL BE CLEANED OF ALL CONSTRUCT/ON AND NATIVE DEBRIS, ROCl(S 1 INCH AND LARGER, AND ANY OTHER 0BJEC7S CONSIDERED HARMFUL TO PLANT LIFE. Tf/E DEBRIS SHALL BE HAULED OFF SITE. ALL PLANTING BED AREAS SHALL HAVE THE SOIL ROTOTILLED TO A DEPTH OF 6 INCHES PRIOR TO TOPSOIL INSTALLATION. LAWN AREAS TO RECEIVE A MINIMUM 4 INCH LAYER OF SANDY LOAM TOPSOIL (J-WAY MIX OR EQUIVALENT) FREE OF WEEDS, STICKS, ROCKS, MIO OTflER DEBRIS. TREE PITS TO BE PREPARED PER DETAIL. 5. MULCHING: ALL TREE PITS TO RECEIVE A MINIMUM OF J INCHES DEPTH OF MEDIUM GRIND HEM/FIR TYPE BARK MULCH. TOP OF ALL MULCHING SHALL BE !, INCH BELOW -FLUSH TO THE TOP OF ALL PAVING SURFACES. PROVIDE FOR A MINIMUM 6 INCH CLEARANCE OF ALL MULCHES AND LAWNS THAT ARE IMMEDIATELY ADJACENT TO ANY BUILDING FACES MEASURED FROM THE BOTTOM OF SIDING TO Tf/E TOP OF LANDSCAPE SURFACE. 6. CONffiACTOR SHALL FIELD LAYOUT ALL PLANT MATERIAL AND CONTACT THE LANDSCAPE ARCHITECT FOR A SITE VISIT TO APPROVE THE LAYOUT. ANY FIELD MOD/FICA 7/0NS SHALL BE DONE BY Tl-IE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 7. CON'fRACTOR SHALL IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR OF ANY POOR DRAINAGE CONDITION IN LANDSCAPE AREAS. NO STANDING WATER SHALL 8£ PERMITTED IN ANY LANDSCAPE AREAS -EIT/-IER ON THE SURFACE OF BELOW THE TOPSOIL. 8. LANDSCAPING SHALL 8£ INSTALLED IN A PROFESSIONAL WORKMANLIKE MANNER THAT 15 CONSISTENT AND ACCEPTED Tf/ROUGHOUT Tl-IE INDUSTRY. ALL LANDSCAPE AND IRRIGATION WORK SHALL BE PERFORMED BY EXPERIENCED PERSONS FAMILIAR WITH THE SCOPE OF PROJECT. 9. ALL LANDSCAPE MATERIAL AND LABOR IS TO BE GUARANTEED FOR A PERIOD OF ONE FULL YEAR FROM Tl-IE TIME OF COMPLETION. 10. Wl-11'.N PLANTING 'BALLED AND BURLAPPED" PRODUCT, GENTLY PLACE ROOT BALL IN PREPARED HOLE W/Tfl BURLAP STILL ON THE ROOT BALL. REMOVE ALL WIRE FROM ANY B&B PLANT MATERIAL, CUT JUTE STRINGS AND ROLL BURLAP OFF TOP OF ROOT BALL. IF BURLAP IS GREEN IN COLOR, CAREFULLY REMOVE THE ENTIRE BURLAP BAG AND ALL BIND/NG FROM THE ROOT BALL. 11. TH[ DEV/cLOPER/HOMEOWNER SHALL BE RESPONSIBLE FOR MAINTAINING AND WATERING ALL PLANT MATERIAL THROUGHOUT THE FIRST GROWING SEASON, AFTER WHICH HOMEOWNER'S SHALL BE RESPONSIBLE FOR THE WATER/NG OF LANDSCAPING ON Tf/EIR LOT. PLANT LEGEND SYMBOL COMMON NAME ~ SHRUB-RED OSIER DOGWOOD OR BARBERRY 0 EXISTING STREET TREES-BITTER CHERRY ' ' ON-SITE' t f LANDSCAPE GRASS-KENWCKY t t BLUEGRASS t t + + RIGHT OF WAY GROUND + + COVER- + ~ KENTUCKY BLUE GRASS . ~ MAGNOLIA TR££ CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCA T/ONS PRIOR TO CONSTRUCTION BY CALLING TH£ UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. SIZE QUAN/TY/AREA 2 GALLON J N/A .3 EXISTING N/A 1,.305 SF N/A 1,953 SF 1 1/2" CALIPER 2 (DBH) t R/W--_J \ t \ I \ I \i t LUND SHORT PLAT II NE 1/ 41 NE 1/ 4, SEC.29, TWN,23 N., RNG. 5 E., WM. CONCEPTUAL LANDSCAPE PLAN / ---------\~_._ ..... _··-· ... ~ -- ':\:::::::, ---" ----- " . ' _-_-_-_-_--_;;~ _ NJ"JJ'29"E 200.00' ----.,... __ __;,.:;.;::,..= ------ 5 D. O O' .._______ 50.00' 2 1,404 SF. . \ &; oi ... t + t + t "' N!T3'29"E 71.25"" -----~ I ~~ EX., DR l E:: I t/;J. 20' -- (TYP.) 1 1,768 SF. I I I I I LANDSCAPE NOTES 1. ONE(!) RIGHT OF WAY TREE FOR EACH ADDRESS. (J EXISTING) 2. ±12.5' RIGHT OF WAY GROUND COVER LANDSCAPING. s 'i::, !" (Q N <o <o "' J. ON-SITE LANDSCAPING STRIP TO INCLUDE A MIX OF TREES, SHRUBS, AND GROUND COVER. 4. 10' ON-SITE LANDSCAPE STRIP. 5. RIGHT OF WAY LANDSCAPING TO INCLUDE A MIX OF TREES, ANO GROUND COVER. ---.....__ ---------------- 0) oi ... ,, ,_, "' ' C> ·"' <o N <o <o "' ---------~----- ----...........__ ............. ~-------- SA/.ll'f Af.O WVEL S-OIL:S: --------,, TCP CFiliERO;:.TMU PLAf,rn:::011 TGIW!Jtm LE\iU UA't SOIL! TOA\£1ll ORLv.NJUi:;aur S.ETPU'ilff1,3' AB-OW GfiOl,mO LEVEL MD MJLlfm SOILAR.WID 13A LL 01TilLRL\P"FP.OMlDflt12 --~ Of &\LL Cttfi.EMJVEFRi'.ll.al Pl.A.Sm:; GGl-fllll~IER PL!tNllNClMIX lLIRE I rAfl:TPEATt.d0£SCR t,tU3H1.C.C-M CCMf'OST I PMff1DP1SG1L I PAATi'OLH SQ!L 1-A(.,O CCMf'A.CT----- PI/\UntJG,MJrilVfUi --"' . 0) oi ... - s ' a !'l (Q N <o <o "' . ...._ , ,!.. ' I Pµ\l/TIIJO~UE / 8''J'JIDEfl l'fD~EPl:lf --------R/W 50.00' I ' REV/SIQN BLOCK NO. DATE QE:SCR1'PTION ' SCALE: 1 "=20' 0 10 20 40 CONTOUR INTERVAL 5' NOTE: TOPOGRAPHY PREPARED FROM KING COUNTY GIS. LEGEND -W.,-.-PROPERTY LINE R/1'1 R/W LINE ----EASEMENT LINE ----BUILDING SETBACK LINE -W -EX. WATER MAIN . ; . EX. WATER METER PROPOSED DRIVEWAY ---456---PROPOSE'O CON TOUR ~ VEGETATED FLOWPATH L (SEE' DRAINAGE AND ';;£.];':';!'2. GRAVEL TRANSITION STRIP ? EROSION CONTROL PLAN) FERTILIZER TABLEf ~',.\'S,":, EXISTING PAVEMENT TO REMAIN EXISTING CONCRETE TO REMAIN 10' ON-SIT£ GRASS LANDSCAPE STRIP -'~'~-' RIGHT OF WAY GRASS GROUND COVER ' . . • 1 " RIGHT OF WAY LANDSCAPING SHRUB 0 EXISTING RIGHT OF WAY LANDSCAPING TREE' 0>~ PROPOSED MAGNOLIA TREE ~~ /"'-""" NOTES: TREE PIT SHALL 8£ EXCA VA 1ED TO A MINIMUM OF TWIG£ THE DIAMETER OF ROOTBALL DR CONTAINER. TR££ CROWN SHALL BEAR TH£ SAM£ RELA TIONS~IIP TO FINJSHED GRADE AS JT DID IN CONTAINER OR NURSERY. PLACE AGRIFORM PLANT TABLErS ALONGSIDE TH£ ROOTBALL PER MANUFACTURER'S RECOMM£NDA TIONS. (1) 2X2XB' WOOD $TAK£, 12 GUAGE WIRE ANDRUBBER HOS£ TO PROTECT TRUNK. MULCH LA YER; DEPIH AS SPECIFIED (2" MIN.) FEATHER FROM CROWN. REMOVC BURLAP FROM 1/J OF ROOTBALL. CUT WIRE BASKETS. BACKFILL MJX: 50% SPECIFIED IMPORT SOIL & 50% ON SITE SOIL, WE'LL MIXED. DECIDUOUS TREE STAKING DETAIL NOT TO SCALE BY SITE JOB NUMBER 8358 C) Lu {'.J ~ II -.J ' 0 -< (/) Cle'. r...: C) ~ :c (.) ~ (.) (/) Q: (/) El El G ~ oc (.) eJ s,: Lu Q: :c a a (.) I{) I{) {'.J C) I I{) 'r 'r -. I{) ~ '--' :i:' Q -,.... "l CG 0) CG~ :C CG ~ -. s,: >< Q z a :3 a en -.J ::,; . ~ oc a :::, -, Q Q '"' < Lu < a Q a a: ooJ "" a "" "l I ~~ "" ,.... "" <( ~ -I{) 8 {'.J 0) a fgeo "" co 0) <(~ ~ ,, <{ ::,; C a as (.) ~ z r...: 0 (/) ~~ .c: -<o <o :31 Q (/) -a ~ "" "" DATE 12/10/15 DRAWING NO. 358LNDSC HEET .1. OF .1. c.-::i rn ,> )~ .------------_" _________ , ... __ -__ -,------~----.,-A ..... P-,n-'R_O_TT .... AL_S __________ -,..-_.-K .... I_N_G_C_O_U_N_T_Y _________ .,......RE_C_O_RD_I .. NG_N_O_. ---=-------i....------------1 ----..-.i,,;\\il"",sd ___ , __ Jjf fillfumID f) EX~~: :: r ~:=:N~IS ---DAY OF ---------· 20___ E~~:~~:~~;~ov~:TH~s-s~~~~::r~-----------· 20 __ ... ------------------1-Vi-O_L_._ 1 _P_A_G_E ________ .... ASSESSOR LUND SHORT PLAT II DEPUTY PUBLIC WORKS DIRECTOR SCALE: 1 INCH = 30 F'l'. ,_.i luolu,11.....,1'-"I.__ __ ._I __ ._I __ ._I __ ._I _ _.I 15 30 45 60 75 90 FILE NO: ___________ _ LAND RECORD NUMBER: ----------- OWNER'S DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED BEING ALL OF THE OWNERS OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. HCH LUND, LLC A WASHINGTON LIMITED LIABILITY COMPANY BY: {NAME & TITLE) STATE OF COUNTY OF ___ Jss I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT {HE/SHE} WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -~---------OF~----------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED _____________________ _ SIGNATURE OF NOrARY P778L7C·-------· -~-------.--~ . -. - PRINTED NAME OF NOTARY PUBLIC ------------- TITLE ----------------------- MY APPOINTMENT EXPIRES PLAT NOTES: TOTAL AREA: PROPOSED LOTS: ZONING: PROPOSED GROSS SF {LOT 1): PROPOSED NET SF (LOT 1): PROPOSED GROSS SF (LOT 2): PROPOSED NET SF (LOT 2): CRITICAL AREA SF: CRITICAL AREA BUFFER SF: STREET DEDICATION SF: PRIVATE ACCESS EASEMENT SF: MAXIMUM DENSITY ALLOWED: PROPOSED DENSITY: 10,548 SF (.24 AC) 2 SINGLE-FAMILY DETACHED RESIDENTIAL 8 (R-8) 5,274 5,274 5,274 5,274 0 0 0 0 8 DU'S/AC 6.45 DU's/AC {BASED ON OVERALL DENSITY OF LUA-14-000582). KING COUNTY HEALTH DEPARTMENT EXAMINED AND APPROVED THIS ____ DAY OF ------------• 20 _ NAME RECORDER'S CERTIFICATE ............... . FILED FOR RECORD THIS ......... DAY OF .......... 20 ....... AT ...... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF MGR. SUPT. OF RECORDS EXAMINED AND APPROVED THIS __ DAY OF ------------• 20 __ _ DEPUTY ASSESSOR PLANNING MANAGER ACCOUNT NUMBER --------- ~--FOUND 5/8" REBAR & CAP -----/ BY LS #17676 (ACCEPTED) I I _______ , __ ---___ _____, SE162NDST \ (EX 60' COUNTY R.O. W.) -------_ N88'J0'54"W ------.==t='==r-~='======~:~--\-\-1 0 -/ l>l L / < . , "-~--""c'd=-~ ==-=--~~=, ---r------""". 7 :;: 4 ;-;.0:: 6 :;-, ..:.N;:::8;;:,B·.:.:,30~'::,:54::-_"_::W~l.::,24::·~BB:..'_ 5 _ 0 _. 8 _ 2 "'.'", --~~--_,:~ __ {.,,.., D:::,9. &"' cr-9 '--------------'" ---------oo;~~~'-b ~, ---' (0--~"\,"C>~o .O) ,,.;::::I LOT 1 ~ \ 5,274 SF _::,; 5,274 SF ~ ?-LOT z I 1- ~ BUILDING ~ / ~L ENVE:LOPE I') I ~ ~ ~L . en -v, I * l~_ -- r- I L 74.06' S88"26'31"E 149.91' 10' UTILITY _L , EASEMENT (TYP.) / I I 75.85' g of If) I Cl Cl d I{) ---- LI - 30 1 .. '. I I I B ~ i:5 (lj ~ V) ~I ~ ~ (.Q <o (0 I.LJ b) I :'I t') t'"> -<: I L_ FOUND PUNCH IN BRASS CAP STAMPED "17J64, SET IN 3"X3" CONCRETE MONUMENT IN CASE "' I 3:: c:i Cl: I )-. I I- 5 8 0 <o x ~ ~ I I ~ ~ ~ ~ " I I 30' pAKc(L LEGAL DESCRIPTION: NEW LOT 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000582 AS RECORDED UNDER RECORDING NO. 20140728900008, RECORDS OF KING COUNTY, WASHINGTON TOGETHER WITH AN EQUAL AND UNDIVIDED INTEREST IN TRACTS C AND E OF SHORT PLAT NO/ L04S0037, AS RECORDED UNDER RECORDING NO. 20070919900008, RECOi?DS OF KING COUNTY, WASHINGTON --S~{::~.:~TACKIN SURVEYOR'S' CERTIFICATE LEAD, SET IN 4"X4" CONCRETE MONUMENT IN CASE ... PORTION OF: NE 1/4 of NE 1/4, S.29 T.23 N R. 5 E W.M. SURVEYOR'S NOTES: !. BASIS OF BEARING' PER KING COUNTY SHORT PLAT NO. l04SOOJ7 BY BEN PETERSON DATED SEPTEMBER 2007 AND RECORDED IN VOLUME 232 OF SURVEYS, PAGES 9-12, UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON. 2. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE SUBDIVISION NO. 2301950, DATED AUGUST 8, 2014. IN PREPARING THIS MAP, LARSON & ASSOCIATES HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS LARSON & ASSOCIATES AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN SUBDIVISION GUARANTEE, LARSON & ASSOCIATES HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE's CONDITION TO PREPARE THIS SURVEY AND THEREFORE LARSON &: ASSOCIATES QUALIFIES THE MAP's ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY IN: 008800-0 I 77 4. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET) 5. THIS SURVEY RETRACES AND HOLDS CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000582 RECORDED UNDER RECORDING NO. 20140728900008. TITLE EXCEPTIONS: FIRST AMERICAN TITLE NO. 2301950 1-5. NOT APPLICABLE TO BE SHOWN ON SURVEY. 6. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON PLAT OF AKER's FARMS NO. 6, AS RECORDED IN VOLUME 42 OF PLATS, PAGE 15, RECORDS OF KING COUNTY, WASHINGTON {NOTED HERE). 7. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO PUGET SOUND POWER&: LIGHT COMPANY AS RECORDED UNDER RECORDING NO. 7502180394, RECORDS OF KING COUNTY, WASHINGTON (DESCRIPTION INSUFFICIENT TO PLOT ON SURVEY) 8. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT TO PUGET SOUND ENERGY AS RECORDED UNDER RECORDING NO. 20070503002725, RECORDS OF KING COUNTY, WASHINGTON. (DESCRIPTION INSUFFICIENT TO PLOT ON SURVEY) 9. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON SHORT PLAT NO. L04S0037, AS RECORDED UNDER RECORDING NO. 20070919900008, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN AND NOTED HERE} 10. THIS PROPERTY IS SUBJECT TO MATTERS SHOWN ON LOT LINE ADJUSTMENT, AS RECORDED UNDER RECORDING NO. 20140728900008, RECORDS OF KING COUNTY, WASHINGTON. (SHOWN AND NOTED HERE) LEGEND 0 FOUND 5/8" REBAR & CAP BY LS #28238, UNLESS OTHERWISE INDICATED (DATE VISITED: 6-21-2015) ID SET 1/2" REBAR W/ORANGE PLASTIC 1.0. CAP MARKED "RLS #27195" & WI-I/TE STAKE S FOUND MONUMENT AS DESCRIBED (DATE VISITED: 6-21-2015 -------CENTERLINE RIGHT-OF-WAY ---BUILDING SETBACK LINE --------RIGHT-OF-WAY -------EASEMENT LINE 20 VICINITY MAP P>< PROPERTY OWNER HCH LUND LLC. P.O. BOX 188 PUYALLUP WA 98371 CONTACT: 253-840 5660 29 t.J Vi SE 162ND ST. ~ SE 164TH ST. } { t.J t.J CJi t.J Vi 13! Vi ~ '<( ~ "' iE '<( -iE iS -..... 0) ~ a ..... -"' ' = SCALE 1" 1000' OWN. BY CHKD. BY 20~ 21 29 28 I t.J~ vi ~ '<( iS If) - ~ 1 28 - ) 29~ THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN COMFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF: "THIS SURVEY WAS PERFORMED BY CONVENTIONAL FIELD TRAVERSE METHODS UTILIZING A LE/CA 1200 SERIES ROBOTIC TOTAL STATION AND COMPLIES I ...., RJE HCtfJ_°' 'J;,,'N-'l} ,o,s. am: t,zl 'i /wt 5 #OBERT L-: SWIFT PROF. LAND SURVEYOR ' CERT/AGATE NO. 27195 WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT CHAPTER 58.09 RCW AND 332-130-070 WAC" ~ LARSON I / /1 AND ASSOCIATES uLJ ~.~.&~ - 9027 PACIFIC AV£NU£, SUIT£ 4 TACOMA, WASHINGTON 98444 (253) 474-3404 I DATE JOB NO. 12-08-2015 8358 SCALE SHEET 1"=30' 1 OF 1