Loading...
HomeMy WebLinkAboutReport 1-_ .. , .. ----·-_ .. , ... ----::-=·::·=:...__ ____________________ ! .... _ ==.:--~-""'""'·"'·- II I;; •• _, I,; ~J ,1 tjl I " ,. ~i " ,mg I ~ ill~ ,j i I J ~ , m ii I I mrr I i, " L __ J " 11 r U>:ll ,i 5j5 • ! il ti e ¥. ~I : ;; ~ • I ~ ,, I " I! I ' I 1. -o I -f'-+ ~::i J oo I •, ' ' -(8-z~ ' 111;,,~ 111 .II I t I i I I • !I : : • 11· I I I I r r II i 11111 11.,.1 i ' • 'I • l I, I • ii . !II Iii I i ·I I i ! ii I I !! i ,, I j1 I r:1 '! l 'I' ! ; ! 11 1 • i !, :i ,h ! I •• ,• r I 1 ". I " ·, __ ... -~ rl ! .,.--",. I ·1' I ,i~ ," J :,,-l.1' 0 •• ~ ii I ,.., ij 1[ ~ " 'i'. Ir ,- '"' .. ' h • s ~ • • R~ ~ ~ §§i !~ ~ ~ iaia= sr f ~ ~ .. ~; -· ~ " ~ e~;! I I tl ", i Js~a I I ~ ~ ~~-~ I ! I fl!! ,~ i ~ 1' ;; I I ill! ~ I m ~ ' . I I ~ . !•· .. /1 'al!" L __ J !" ~ :9 ,. !!!I " • • ii ~ m• !I iii -..... -.... ,,. .. II I ' l l 0 11 l ' IIO!l ... l\llltt•N-- ;'l 156TH AVE SE ~ ,,, i ... ~ ! i ' ,, • (/), ri u,~ '" f~-i~i oill" ;Jl I r-' • 11 t:I o. "'·-~-z~ 0. w ~ I a, 0. ------------------------- D~~ ~ s'l~ (~ l-\ ~ I "' "3 C ,;-- "' ~ ~ ~ 1 ~ ~ f I ~ f "' " [ ' ! ~ ~r i! " i lt il' 'l-" ~ i ' f s: " " ] :l. ~ ~ ? I l i? " if f t ,_ ! ~ " t " t~ i " &_ i , 1111 MAIR 5H0Rf PLAf -121'7 NILi': AVE: NI': ; I ' c111v,clf, Pc.AN ~ 0 ~'I' -Ii " lfNfC,. l § ~O. a 0 1 i ij cl • • i Q ~ I i R£VtsiONS ·-~ • • CITY OF RENTO. DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: July 15, 2015 To: City Clerk's Office From: Sabrina Mirante Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Mair Short Plat LUA (file) Number: LUA-14-000708, SHPL-A Cross-References: AKA's: Project Manager: Kris Sorensen Acceptance Date: June 4, 2014 Applicant: Andrew Michael Construction Owner: Robert Mair Contact: Cliff Williams -!)e.v, "Mq--t 1!11,.:3,:...e,,..,s PID Number: 1423059022 ERC Determination: Date: Aooeal Period Ends: Administrative Decision: Approved with Conditions Date: January 21, 2015 Anneal Period Ends: Februarv 4. 2015 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Anneal Period Ends: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: Applicant proposes a 2-lot subdivision of an existing 26,866 sf parcel, retaining an existing house and associated garage on the west lot, and removal of sheds on the east lot and fill of the existing pool. The west lot would be 16,545 sf and east lot would be 9,650 sf. Access would be provided from 156th Ave SE for the west lot and from SE 2nd Pl for the east lot. Location: 13606 156th Ave SE Comments: ERC Determination Types: DNS -Determination of Non-Significance; DNS-M -Determination of Non-Significance-Mitigated; DS -Determination of Significance. ADVISORY NOTES TO AP .. ICANT LUA 14-000708 Application Date: June 02, 2014 Name: Mair Short Plat Plan -Planning Review ,. , , ,,. , ... ·~, ",.:, .. .!',,:·;,\1 ., ·.», :. ·:.: ,,\r-, :, : .. ; Engineering Review Com'merits; From: Rohini Nair Sent: Monday, July 07, 20141:36 PM To: 'Cliff Williams' Cc: Kris Sorensen Subject: RE: Mair Short Plat 156th Ave SE section Hi Cliff, Site Address: 13606 156th Ave SE Renton, WA 98059-6709 Version 1 I August 07, 2014 Please revise and resubmit the drainage report including the calculations. The existing conditions are to be modeled as forested conditions. Revise the description accordingly. Also, mention the drainage review type as per the Figure 1.1.2.A (page 1 10) of the 2009 Surface Water Design Manual Amendment. Core requirement No: 2 must include the description of the downstream analysis and evaluation of the upstream drainage system ( page 1 21 of the 2009 Surface Water Design Manual Amendment). Sincerely Rohini ',T;chnical Services·ccnnn,ent~ ,,:::, ' :';'.;',;; .:: :::,: •. · '.'.' :.:.cJ;;f'act:l:lob:.Mac<'i>nie l,425-430'7369'1 brn~co~ie@r~nt;nw~.gov, The offset monument, a tack in lead, set as a witness point for the northwest corner of Tract 'a' of Evendell needs to be reset as a part of this subdivision if it is disturbs as a part of this subdivision. Note the City of Renton land use action number and land record number, LUA 14 000708 and LND 20 0603, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. The current short plat document (2 sheets) does not show the boundary between the lots to be created. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The_dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further information is needed. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Provide sufficient information to determine how the plat boundary was established. Include a statement of equipment and procedures used, per WAC32 130 100. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct Ran: July 15, 2015 Page 1 of4 ADVISORY NOTES TO AP*ANT LUA 14-000708 • ,-City of, ____ .,,..,.,,.; ---i1E\ ·(~lru~©llt1 Plan -Planning Review Version 1 I August 07, 201 Technical Services Comrri~~tsi. Contact:. Bob MacOnie I 425-430, 7369 I bmaconie@rentonwa.gm . influence on the subdivision. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted.". Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. The City of Renton Administrator, Public Works Department, is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATE" or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. Bob Mac Onie 6/16/2014 Planning Review Cornn\entst;0J ' Contact: Kris Sorensen j 425-430-6593 ksorensen@'rentonwa.go On hold letter sent to request updated drainage report. Fire Review•-Building Comment$ Contact: Corey Thomas I 425-430-7024 cthomas@rentonwa.go,\ Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit. Credit would be granted for one existing home removed. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrants can be counted toward the requirement as long as they meet current code, including 5 inch storz fittings. Existing hydrants are adeuqate. A water availability certificate is required from King County Water District 90. 2. olice services. Contact: Cyndie Parks I 425-430-7521 I cparks@rentonwa.go,~ Ran: July 15, 2015 Page 2 of ADVISORY NOTES TO AP.ICANT LUA 14-000708 • Plan -Planning Review Version 21 December 29, 2014 . Engineering;R~viei Comm~ntS·· ····· ... ';;,'.t: /'. ,,., ' • ., . .. Contact: Ro.hi~iNair r 425-430-729ffl rnair@rentonw~.g~v Recommendations: I have completed a preliminary review for the above referenced plat proposal. The following comments are based on the application submittal made to the City of Renton by the applicant. EXISTING CONDITIONS WATER :The site is located in the Water District 90 water service area. ·sEWER: The site is located in the city of Renton sewer service area. There is existing 10" diameter.sewer main on SE 2nd Place. There is no existing sewer main on 156th Ave SE frontage. STORM: There is existing stormwater vault, 96 inch diameter storm drain connected to 12 inch diameter stormwater pipe on 156th Ave SE frontage. There is existing 12 inch diameter stormwater pipe on portion of the SE 2nd Place frontage. STREETS: SE 2nd Place is a residential street with existing right of way (ROW) width of 60 feet. 156th Ave SE is a Minor Arterial with existing 60 feet right of way (ROW) width. CODE REQUIREMENTS Water 1. The proposed development is within the Water District 90's water service area. 2. Water availability certificate from the Water District 90 was provided to the City during the land use application. 3. Approved water plans from the Water District 90 must be provided during the utility construction plan review. 4. The project must meet all Fire Department requirements including hydrants and fire flow. Sanitary Sewer 1. The site is located in the City of Renton sewer service area. 2. There is existing 8 inch diameter sewer main pipe on SE 2nd Place. Due to the change in the grade 156th Ave SE frontage, sewer main is not required to be provided by this project on the 156th Ave SE frontage. 3. All lots of the short plat should be connected to City sewer. Individual side sewer must be provided to serve the individual lots. 4. The development is subject to a wastewater system development charge (SDC) fee. The SDC fee for sewer is based on the size of the domestic water to serve the houses. The sewer tee for a 3A inch or 1 inch meter install is $2033.00 (2014 rate). The rate.at the time of issuance of the utility construction permit will be applicable. 5. The Central Plateau Interceptor Special Assessment District tee (SAD) tee will be applicable on the project. The SAD fee rate when it was established in 2009 was $351.95 plus interest per lot. As of 12/10/2014, the SAD tee rate per lot is $451.50 plus additional interest per day of $0.05111 . The rate that will be applicable on the.issuance day of the utility construction permit will be applicable on this project. StormwB.ter 1. A geotechnical recommendations prepared by Robert M Pride LLC, has been submitted tor the project. The recommendation mentions that the soil underlying the proposed short plat is made of dense glacial till. The geotech engineer recommends that the soil is not suitable tor onsite discharge of stormwater from impervious areas. Additional information may be required to be provided in the geodic report during· the utility construction permit stage. 2. A drainage report prepared by Development Management LLC, has been submitted with the land use application. The drainage report was prepared based on the City amendment to the 2009 King County Surtace Water Drainage Manual. Based on the City's flow control map, this site falls within the Flow control Duration Standard Forested site conditions area. The proposed two lot short plat does not trigger flow control facility or a water quality facility. There is no proposed disturbance on the proposed Lot 1 with the existing house. Stormwater BMP as per the Appendix C of the 2009 King County Surtace Drainage Manual is required on the new Jot. Drainage plans and a final drainage report based on the City adopted 2009 Surtace Water Design Manual Amendment and the 2009 King County Surtace Water Drainage is required to be submitted with the Construction permit. The drainage report and plans must include information of the individual Jot stormwater BMPs. All stormwater requirements as per the 2009 Surtace Water Design Manual Amendment and the 2009 Ran: July 15, 2015 Page 3 of 4 ADVISORY NOTES TO AP.ANT LUA14-000708 • ,······~of .. -------==~~~J~®Jij Plan -Planning Review Version 2 I December 29, 201 L Engineering Review Comments Contact: Rohini Nair I 425-430-7298 I rnair@rentonwa.gov King County Surface Water Drainage Manual is required to be provided by the project. 3. A Construction Stormwater General Permit from Department of Ecology is required for projects with grading and clearing of the site exceeding one acre. This project plans do not indicate clearing and grading exceeding one acre. 4. Surface water system development (SOC) fee is $1,228.00 (2014 rate) for each new lot. The rate that is applicable at the time of utility construction permit issuance will be applicable. Transportation 1. Payment of the transportation impact fee is applicable on the single family houses at the time of building permit issuance. The current transportation impact fee rate is $1430.72 per single family house. The transportation impact fee rate is subject to change and the rate that is current at the time of building permit application will be levied, payable at issuance of building permit. 2. Street frontage improvements are required from development projects. a) 156th Ave SE -is a Minor Arterial with existing ROW width of 60 feet. The existing half street paved travel width is 22 feet on the frontage with extruded curb. The project will be required to provide 0.5 feet wide curb, gutter, 8 feet wide landscaped planter, and 5 feet wide sidewalk. The project plans include the dedication of 5.5 feet width to 156th Ave SE ROW. Corner curb radius of 35 feet is applicable. Property corner radius as per City code will be applicable. Extensions to the existing stormwater vault lids will be required to be provided by the developer to bring it up to sidewalk level. Detailed drawing of sidewalk, landscape, corner curb ramps, will be reviewed during utility construction permit. The existing retaining wall will be relocated to a minimum of 1 foot a_way from the back of the sidewalk and will be located outside the ROW. b) SE 2nd Place -is a residential street with existing ROW width of 60 feet. The applicant has submitted a street modification request letter to allow the existing street frontage improvements to remain on SE 2nd Place. The letter mentions that (1) the current ROW width of· 60 feet meets the City's minimum ROW width required for a residential street, (2) the existing travel width is tapered from 36 feet to 32 feet which meets the City's minimum required paved width of 26 feet for residential street, (3) the planter strip located at the back of the sidewalk varies from·? feet at the curb return to 12 feet at the east property line compared to the 8 feet City standard planter width, and (4) the constructed curb radius at the NW corner of the Mair property is 40 feet radius rather than the City standard of 35 feet radius. The applicant has mentioned that the existing improvements were recently constructed by a nearby development in 2006 and the improvements are in excellent condition. 3. The street modification request regarding keeping the existing sidewalk back of curb and the planter strip behind the sidewalk on SE 2nd Place, can be recommended for approval by staff. The corner curb radius of 35 feet is required to be provided by the developer. Two ADA compliant curb ramps are required to be provided by the developer at the intersection of 156th Ave SE and SE 2nd Place. At this stage of the project, staff does not have sufficient information to consider the impacts of allowing the existing power pole to remain. Therefore, staff cannot recommend allowing the power pole to remain. This can be reviewed at the utility construction permit stage after detailed drawing of the corner curb is reviewed. The design of the corner curb may include the removal of existing sidewalk ramp, panel, and other features. 4. Street lighting on the frontage is not required to be provided by a 2 lot residential short plat. 5. All electrical, phone, and cable services and lines serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat. 6. Lot 1 is proposed to access 156th Ave SE via the existing single family driveway. Lot 2 is proposed to gain access from SE 2nd Place via single family driveway. Maximum width of single family driveways for two car garage is 16 feet. Refer to AMC 4 4 080 regarding driveway regulations. A minimum separation of 5 feet is required between driveway and the property line. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit a lication, an itemized cost of construction estimate, and a lication fee at the counter on the sixth floor. Ran: July 15, 2015 Page 4 of 4 ~) • • Development Manlllf6II1ent Eagineers, LW Tho IJevolopers Enginoorinl{ Advocaf.e MAIR SHORT PIAT LUA14-000708, SHPL-A, MOD SCHOOL BUS STOP PLAN A condition of approval for the project includes the following: The applicant shall identify the nearest bus stops/or each of the schools that future students would attend, and provide a school bus stop plan with safe walking routes between the stops and the subject parcels, to be provided to and approved by the Cu"ent Planning Project Manager, prior to construction permit issuance. We contacted the Helen Shindell-Butler, Assistant Director of Transportation, Renton School District who advised that there is one school bus stop location for all 3 schools serving the area. The stop is on 156th Ave SE at SE 3"' St. (SE137th St) in the south bound lane. All students residing east of 156th Ave SE, including the Mair Short Plat property board at this location. Student from the proposed Lot 2 residence will walk west along the existing sidewalk on the south side of SE 2 Pl then south along the new sidewalk fronting the short Plat on 156th Ave SE and continuing south along the pavement behind-the existing extruded curb to a location opposite the Bus Stop at SE 3"' St. See attached plan showing the walking route. The proposed Mair frontage improvements will enhance the safety of the existing route taken by the students served by this bus stop. There are no further improvements required. 5.326 SW Manning Stroot, Seattle WA 98116 www.sitedme.com email: cliff@sitedme.et>m RIECEIVIED JUN I 9 2015 CITY OF RENTON PLANNING DIVISION Cell Phone: 206 714-7161 Fa,x: 20li 937-3945 ·• ' '·' J • ,. I Student Walking Route y:~ ~·,-cc )'c;" '.~'t-,;tc--~<;/~: ~ .·-· -· -h7'. 1 .::1,--.:;:;.~c=.-,.-c;,_-,-...,c~.:. __ -· . -;_J;d:·. I ~ '· I ~'1'-,.,,-,:.,,..._··· .. 7'-... ::-:~·."-;:?-'~ ,' ·f ~·· ~~lfM.Jo'·; :.:-~~~('· -~T :_~-----~-: -,~, i,~·'::,.:,·~ :/.~ ··· ..... _··_ .. __ ~:· __ / _ _ 12: .:.. _ 1,J;,,.,· __ -,,,..-::-__ ,=_.:_ .. ·>:-· · ~ , :-.~. "~·C . " _, -,. -, -'" '"' -. , ·: ---=-_ -. --*",.,,.::,:_ -~ ~. >·-::t: ''l'. : : '!' _._ ---. ---... ----' . .. .. ' 1---··· .. ' . ....J..i--! v. ! . "'''·· ,.. . ~·,,;,1,,. --~- ! ' I ;; •• ,":.,:,::;!'. : C ' ' / ;;;-'"> ~ 7+-c )' -~ ·-11 :.,, : ./. -~ . 'o :, a,···1··, .. ,, ''. ,i;-r·i',.-.1! ·>n; ,,: .· , ,:j .,.. I ·r: · · · -.. ·· · · . " ···· · · -~. t •.1 •.i.:f !_._..=:....:.·.., "l:.fJ.=··· . ......---r~I~,·----..-·"-··, ·~·-•.'• ! .'; .. . . / :, . .. . . . . . '· \:::.\' . : . " ·•, i ' ,.,. • ·:, • " .. ·. ' "',tli1·, -".• "·· · 1 -~ • J . ...·-.._ ·.,,.~.. · I• •'·'n!•• : -i--t-,, . '<'' . . . ·, .•• , j j,...:;-. .. Proposed Sidewalk \~;'' " .' ·, .. . . . . I , , .,.. "'\ · Exist. Sidewalk . ·' i . • ' ' . [· . ' . ·\ ,, .--· .. ' \ ,, . ·. .,· 1~ ., .f I -; • ~' ·. •.· ·._.. \ . :;1;•. ;_ f· , . " I . . ,, . ,.~. ', · .. ,', . &. ' .... . - 11'; '~ •. ·,:·:·,l ·' . · I · .-'J. 1 ·· , t · · '.>·,,:;,:,,,:; H.,!1.n ', ' ', I ·••. . . ·' ', 'b :, I' '._', .• ,,,.,,. ·. . ;,::·:-...: ,, I . , , \ . " , ·, . , , , i Ill t.J , , \ . \f·· , \ .. : . ::; ·. ·' ' ' . ..,. ,, . -1. . · ... 1 I .. , \ ·. ·:. • · -""~-1 ,;, ,. • ••• ·"., • r ~~ . --..... 'I. ,, _, • f ' . '•l .,. wc.:r· :H U'I, ,i: ..... •. - IK 1.ii"&-i····-.. ·,~tr. I.:.! ··~·" f .1H,;"i I 1..,, .. , ~i-f..:~J N. :{ I>[' ~tp•• '1i VL, ;l; ~); •• t:i"' -··-.... - ltnlt t ~~"i• ol I•"' ,, --h . -t, ---. --f1; .. ·,1 · .. ··-. ; . •,~-, •:;, 1·' ........ J_.··:' ··i··;-i-··s ·;··"if~'( 1l ~ .. , I .. , ,J· , ; ~:~ [ ::: ;, I 'i ~;' :-._. .. ! 11 i ,,,, '. I . . - I c > .l '"'~\-' I •: 'l ! : s .. ._ .. . l •• ', ·. ' '.',•: .', ' "' ·· ... ··' '. . ·-: :J f::t 1N lh \,. . \... ···, \\ t.. \ . . \ ,._, j.,..::. .,· p .\.. '-\ ( :}·;· .. \,. '.. I \ \ 1·-: ~:t. "r,····T••'"· • • -··'' •·~ ·' • ,........ . ' ·.,, .. ,,. ·1·. , . :·,· .,.,. 1 _,,, -···... ' • I ~-·-.-:1 -,;)~.i· ' . •· ·, ... ',,·~:,.'·~·-.:·. -...··., .\ rl jl .. : r,LW ~•qww <;QNN :".' ;· r,:_ '-: ·-.. ~-· · ·. · .... , !Jr: _ _;;.~ . . ' ~-r.~.4 'i . \ ',;-, \ . --. ..-- ... . .-r-.. '\'·. ::T,,~rt-':] ,::_.,.~J.GF. 'Ii"·. I ·,. : ... ,...,..,_·.. i I .~.t. .. , :1-_,q [;".\:f .. •;: .. - •', T--1,',i! .·1,.. \\•, ' ... , I 1·· ·. . • • ..,, . ..., . . I . -.-··\!,1:,'•.J','t~~t·, -:-1''\fi':.' , ' :); -, -' .=:::fl,,., .1, ,; .. -·. ·S.1•b:::e . , , ... . 111L ""'-::'~(:,: .. ::,-:;-;,:;~,'.J.'i\/·/'•., .. ,-~::,\ .......... ;' . ------·· /,;[Udjfl•~N'P .,. ,, .. ,,, ..... ; YI.Al_ .. _. f,['-', .. -"! ,~ .. "',---·-· '·\-· ·!\ ·. jj~:::PA'1. ·. 'l(J, CH or . -., \ \ \ / · .. 1 --~Al'.\--__ ,,___ __ ~ .. \-"'-\: ·-·-··-'I: . .,_,. ... --;-··-·-,,-.' -.. ' \ .. ,. •ur•, 1Rllil-4!tD.OC . :E"'456.00. 12• (a) ·~-4~6.J~. 4• ('i) \ P-ll) . )Uu.12'..~-lffl•MII& • ~· ,;:;- Exist. Extruded Curb ,. •• o-, -..:. .-. -l: \ \ • .0 C• \ \. .. ~. ~ . " \ \ , . . ' ' I •·!'·:! i....., ·, " ., ,;- ' '\ "1'6::1 ijf·-~· . :i .. : i I I • # "1e I r ~ < f ¥ 'lr-'\ ' . ' • ·~(" ', 'T' '\!"!i'"'"~ ··~ ' --..... -~' ·-·,- i . ... ;i: 'I fi '. ; f '··i. . ... .... _j ·1li I \ J -·~ ' ' -, .~ -.... .. -·., '.'iJW• i ~,,:t ·~~~'I';:,_,.•~ -. · ... · "' ..• • v•"'t'\l:l .,or,~,1;'j.,: '\ \ ._1,tY::. .. L1 I ~<1 " \ \ '\ :.. ':"\- ' ' ,,, ' \ •· ' ~ School Bus Stop ..... ....... -. . ""'' ~1 .•• t , ~·· .. ii'•-· ~ . \ \ .. .., \ \ ' \ . ' \ t, ' ' \' ,. ...... ' \ '{ 'I,. . . "6" ¥ \ ' >•• ' . L.-.......... \. ', WPo r•. """' .. I ' ~IL••-.. ..... ... , ~:i-.... " ' ..... , ' ' '• ,, ..... ~. .... ~ ' '-. ..... , ........ , ' , __ ' GRAPHIC SCALE 0 10 20 40 ~ I inch '::! 35" feel • "' Mair Short Plat School Bus Stop Plan ;::;. • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DA TE: Project Name: Project Number: Project Manager: Owner/ Applicant: Contact: Project Location: Project Summary: Exist. Bldg. Area SF: Site Area: January 21, 2015 Mair Short Plat LUA14-000708; SHPL-A, MOD Kris Sorensen, Associate Planner Andrew Michael Construction, LLC; PO Box 6127; Bellevue WA 98008 Cliff Williams PE; Development Mng Engineers, LLC; 5326 SW Manning St; Seattle, WA 98116 13606156'h.Ave SE; Renton WA 98059 The applicant is requesting approval of a 2-lot short plat of 13606 1561h Ave SE {PIO 1423059022) totaling 26,858 square feet (0.62 acres) for the future development of one single-family home. The subject property is located at 13606 1561h Ave SE at the southeast corner of the intersection of 1561h Ave SE and SE 2nd Pl within the Residential-4 dwelling units per acre (R-4) zone. The proposed lots range in size from 9,650 gross square feet to 16,545 gross square feet. The residential density is 3.3 dwelling units per net acre with a dedication of 663 square feet to expand the 1561h Ave SE right-of- way. Access to the proposed lots would be through individual driveways, one for the existing single family home from 1561h Ave SE and one from SE 2nd Pl for the new lot. Frontage improvements are proposed along 1561h Ave SE. The applicant has proposed through a Modification request that the existing frontage improvements along SE 2nd Pl be retained, that the 40- foot curb radius at the intersection be retained, and that the power pole at the intersection be retained within the curb radius. Sensitive slopes are located in the northeast corner of the site and there is an existing below ground swimming pool. No other critical areas or special features are located on the proposed project site which slopes to the northwest. Two trees are proposed to be retained. The existing house would be kept. A Geotechnical Evaluation was provided by Robert M. Pride, LLC on April 23, 2014, indicating that infiltration of stormwater is not feasible at this site. 1,750 sf Proposed New Bldg. Area N/A (footprint): · Proposed New Bldg. Area (gross): N/A sf 26,858 sf (0.62 acres) Total Building Area GSF: 1,750 sf City of Renton Department of Co m-ity & Eco nomic Development MAIR SHORT PLAT Report of January 21, 2015 Project Location Short Plat and Modifi cation Report_14 -000708 Ad.trative Short Plat Re port & Decision LUA14-000708; SHPL-A, MOD Page 2 of24 City of Renton Department of Com.ty & Economic Development MAIR SHORT PLAT Ad.trative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD Report of January 21, 2015 Page 3 of 24 B. EXHIBITS: Exhibit 1: Exhibit 2: · Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Exhibit 8: Exhibit 9: Exhibit 10: Exhibit 11: Exhibit 12: Exhibit 13: Exhibit 14: Exhibit 15: Exhibit 16: Exhibit 17: Exhibit 18: Exhibit 19: Administrative Short Plat & Modification Report and Decision Short Plat, Conceptual Layout; prepared by Development Management Engineers; dated 4/15/2014 Site Survey; prepared by Hansen Surveying; Sheet 2 of 2; dated 11/20/13 Zoning Map Density Worksheet Street Modification Request; SE 2"d Pl Advisory Notes/ Review Comments Tree Retention Worksheet Tree Retention Plan; prepared by Development Management Engineers; dated 4/15/2014 Landscape Plan; prepared by Jeff Varley Landscape Architect; L-01; dated 5/17 /14 Public Comments Slopes; City of Renton Mapping Software Road Improvement & Utility Plan; prepared by Development Management Engineers; dated 5/5/2014 Aerial Approved Tree List Renton School District Letter School District Site Locator and Eligibility for Bussing; Edulog Webquery; printed 12/29/14 Drainage Report; prepared by Development Management Engineers, LLC, dated November 5, 2014 Geotechnical Recommendations; prepared by Robert M. Pride Geotechnical Engineer; dated April 23, 2014 C. GENERAL INFORMATION: 1. Owner(s) of Record: Andrew Michael Construction, LLC; PO Box 6127; Bellevue WA 98008 2. Zoning Designation: Residential 4 (R-4) 3. Comprehensive Plan Land Use Designation: Residential Low Density (RLD) 4. Existing Site Use: Residential S. Neighborhood Characteristics: Residential . a. North: b. East: c. South: d. West: 6. Access: 7. Site Area: Single family residential use in R-4 zone Single family residential use in R-4 zone Single family residential use in R-4 zone Single family residential use in R-4 zone Access is gained via 156'h Ave SE. 26,858 sf (0.62 acres) Short Plat and Modification Report_14-000708 City of Renton Department of Com.ty & Economic Development MAIR SHORT PLAT Ad.trative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD Report of January 21, 2015 D. HISTORICAL/BACKGROUND: Action Comprehensive Plan Pre-Zoning Annexation E. PUBLIC SERVICES: 1. Utilities Land Use File No. N/A LUA06-152 N/A Ordinance No. 5624 5254 5398 a. Water: The site is located in the Water District 90 service area. Page 4 of 24 Date 09/19/2011 12/11/2006 08/11/2008 b. Sewer: The site is located in the City of Renton sewer service area. There is an existing 10- inch diameter sewer main on SE 2"d Pl. There is no existing sewer main on 1561h Ave SE frontage. c. Surface/Storm Water: There is an existing stormwater vault, 96-inch diameter storm drain connected to 12-inch diameter stormwater pipe on 1561h Ave SE frontage. 2. Streets: There are two street frontages. SE 2nd Pl is classified as a residential street with an existing 60-foot width right-of-way. 1561h Ave SE is classified as a minor arterial with an existing 60-foot width right-of-way. 3. Fire Protection: City of Renton Fire Department provides service. F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-070: Zoning Use Table c. Section 4-2-110: Residential Development Standards d. Section 4-2-115: Residential Design and Open Space Standards 2. Chapter 4 Property Development Standards a. Section 4-4-070: Landscaping Regulations b. Section 4-4-040: Fences and Hedges Standards c. Section 4-4-080: Parking, Loading, and Driveway Regulations d. Section 4-4-130: Tree Retention and Land Clearing Regulations 3. Chapter 6 Streets and Utility Standards a. Section 4-6-030: Drainage (Surface Water) Standards b. Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions b. Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements and Minimum Standards c. Section 4-7-150: Streets -General Requirements and Minimum Standards d. Section 4-7-170: Residential Lots -General Requirements and Minimum Standards Short Plat and Modification Report_14-000708 • City of Renton Department of Community & Economic Development MAIR SHORT PLAT Report of January 21, 2015 5. Chapter 11 Definitions G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: • Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD Page 5 of 24 1. Land Use Element: Residential Low Density (RLD) land use designation 2. Community Design Element H. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant, Robert Wenzl (Andrew Michael Construction LL(), has requested preliminary short plat approval for a 2-lot short plat subdivision (Exhibit 2). The applicant's proposal is to subdivide a 0.62-acre (26,858 sf) corner property zoned Residential-4 (R-4) dwelling units per acre (Exhibit 4) into two lots. The subject property is located at 13606 156th Ave SE, at the southeast corner of the intersection at SE 2nd Pl and 156th Ave SE. The proposal would create a total of two lots intended for the development of one new detached single-family residence. There is an existing, single-family residence that is proposed to be retained on the westerly portion of the subject site on proposed Lot 1 (Exhibit 3). The area where the proposal is located is designated Residential Low Density (RLD) in the City of Renton Comprehensive Land Use Plan. The subject site is located along 156th Ave SE in the East Plateau community planning area. A six-foot tall fence surrounds the majority of the property. The proposal for two lots would arrive at a net density of 3.3 dwelling units per acre (du/ac) (Exhibit 5). Lot sizes for the residential parcels are 16,545 square feet for Lot 1 and 9,650 square feet for Lot 2 (Exhibit 2). Access to the lots would be through private driveways to each lot, with access to Lot 1 from 156'h Ave SE where the existing driveway is located, and for Lot 2, a new driveway connected to SE 2nd Pl would be established. A modification request by the applicant has been submitted to retain the exiting frontage improvements, sidewalk, and planter strip on SE 2nd Pl. The modification also requests that the existing 40-foot curb radius at the horthwest corner of the subject site be retained and the power pole that is located in the curb radius area (Exhibit 6). No right-of-way dedication is required along SE 2nd Pl. Right-of-way is required along 156th Ave SE of approximately 5.5 feet in width (Exhibit 7). The site has a gradual slope with a small sensitive slope area in the northeast corner and mature trees. Site topography has an approximate nine-percent slope across the property. The rise in elevation is roughly 22 feet across the site, sloping down from northeast to southwest (Exhibit 3). There are 3 significant trees identified on the survey. The Tree Retention Worksheet states that one of the trees would be removed for a new home where proposed Lot 2 is located with the other two trees to be retained (Exhibit 8). Additional frees would be planted in the planter strip in the right-of-way of 156th Ave SE (Exhibit 10). There are existing street trees in the SE 2nd Pl right-of-way. On and off-site improvements are required. Site improvements include grading, stormwater facilities, utility connections, and landscaping. Off-site improvements would include frontage Short Plat and Modification Report_14-000708 • City of Renton Department of Community & Economic Development MAIR SHORT PLAT Report of January 21, 2015 • Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD Page 6 of 24 improvements along 1561 h Ave SE with curb, gutter, planter strip, sidewalk, and access ramps that would tie-in to existing improvements on SE 2nd Pl. Additionally, a retaining wall within the existing 1561h Ave SE right-of-way would be relocated to the back of sidewalk on Lot 1 and be approximately 3 feet in height. A monument sign for the easterly Evendell Plat is located in the SE 2nd Pl right-of-way in conflict with the proposed· driveway area for Lot 2. The applicant has stated they would relocate the monument and plants further to the east within the right-of- way. 2. Environmental Review Short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(6)(a). 3. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the "Advisory Notes to the Applicant" in Exhibit 7. 4. Comment from the Public Two public. comments were received, both regarding the existing monument sign for Evendell residential subdivision which is a large etched boulder and associated landscaping. A neighbor and the community manager of the homeowners association both requested that an alternative location be found if the monument were to be moved due to the short plat development (Exhibit 11). No comments were received from agencies. 5. Consistency with Short Plat Criteria Approval of a short plat is based upon several factors. The short plat criteria have been established to assist decision-makers in the review of the short plat, see Finding of Fact 9 below. I. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The project proponent has requested approval of a short plat subdivision of a 26,858 square-foot (0.62 acre) property in the East Plateau community into 2 lots suitable for development with single-family residential structures. The existing single-family dwelling would be retained. The project would have a density of 3.3 du/ac (Exhibit 5). 2. Application: The subject site is owned by Michael Andrew Construction, LLC; P .0. Box 6127; Bellevue WA 98008. 3. Comprehensive Plan: The property has a Comprehensive Plan land use designation of Residential Low Density (RLD). The proposed project furthers the objectives and policies of the RLD section of the Land Use Element of the Comprehensive Plan. The objectives and policies of the Community Design Element are also supported by the project as it has been proposed. Short Plat and Modification Report_14-000708 .---------------------------------· • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision WA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 7 of 24 4. Zoning: Objectives and policies of the RLD designation are implemented by standards and regulations of the Residential 4 zone. The project, as proposed, meets or exceeds the R-4 zone standards and regulations, if conditions of approval are met. S. Critical Areas: According to City of Renton mapping software, an area of sensitive slopes is located in the northeast corner area of the subject site (Exhibit 12). Nil other critical areas are present on the site. 6. Subdivision Regulations: The short plat, as proposed, would meet the requirements of RMC 4- 7 Subdivision Regulations. 7. Existing Land Uses: The site consists of one parcel with an existing single-family home, in- ground swimming pool, and accessory structures. The single-family home and southerly garage are proposed to be retained. All other structures are proposed to be removed. 8. Setbacks: Minimum setback requirements of the R-4 zone could be met for the new lots and ' would be compliant for the existing home proposed on Lot 1 if all conditions of approval are met. 9. Short Plat Review Criteria: Approval of a plat is based upon several factors. The following short plat criteria, in the matrix below, have been established to assist decision-makers in the review of the plat. The criteria are evaluated on compliancy, and the depth of compliance is provided through a denotation next to the criteria text as follows: ( ,/ Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated). SHORT PLAT REVIEW CRITERIA: Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat. (,/ Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated) 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site has the Comprehensive Land Use designation of Residential Low Density (RLD). Land designated RLD is intended to promote urban single family residential neighborhoods serviceable by urban utility and containing amenity open spaces. It is intended to implement the Residential Low Density Comprehensive Plan designation. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies, if all conditions of approval are met, unless noted otherwise: Policy LU-151. Base development densities should range from 1 home per 10 acres to 1 home per acre on RLD designated land with significant environmental constraints, including but not limited to: steep slopes, erosion hazard, floodplains, and wetlands or where the area is in a designated Urban Separator. Density should be a maximum of 4- du/net acre on portions of the RLD land where these constraints are not extensive and ,I urban densities are appropriate. Staff Comment: Two residential lats would be created, with one lot for the existing home and one lot that could occommodote new single-family residence. The gross area is 26,858 square feet. There is a deduction from the gross area for net density calculation for the 5.5 feet for 156'h Ave SE right-of-way dedication at the west of approximately 663 square feet (Exhibit 2). The proposed density would be 3.3 du/ac. The proposed density is Short Plat and Modification Report_14-000708 V • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 8 of 24 within the required range far the R-4 zone. Objective CD-C. Promote reinvestment in and upgrade of existing residential neighborhoods through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to ~ streets and sidewalks to increase property values. Staff Comment: One new residential parcel would be created for infill next to the existing single-family home. Policy CD-12. Sidewalks or walking paths should be provided along streets in established neighborhoods, where sidewalks have not been previously constructed. Sidewalk width should be ample to safely and comfortably accommodate pedestrian traffic and, where practical, match existing sidewalks. Staff Comment: The subject property is a earner Jot and has street frontage at the north along SE 2nd Pl of approximately 135 feet in length and at the west along 155th Ave SE of approximately 199 feet in length (Exhibit 2). There are existing street improvements in the SE 2nd Pl street right-of-way (Exhibit 7 -Engineering Review, Existing Conditions ~ subsection). There are no street frontage improvements along the 156'h Ave SE frontage. To provide sufficient right-of-way width for 155th Ave SE to provide required street improvements, 5.5 feet of the subject site is proposed as dedication of right-of-way. This would generally provide for the required 13 feet of paving from centerline, curb and gutter, 8-foot wide planter strip, and 5-foot wide sidewalk. Proposed street improvements along 155th include paving, curb, gutter, planter strip, sidewalk, removal of existing retaining wall, and updated access ramps for the corner of the intersection {Exhibit 13 -Road Improvement and Utility Plan). Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to ~ neighborhoods. Staff Comment: The two proposed Jots would allow for updated housing stock. Policy CD-15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and /or responding to more urban setbacks, height or lot requirements. Infill development Note should draw on elements of existing development such as placement of structures, 3 vegetation, and location of entries and walkways, to reflect the site planning and scale of existing areas. Staff Comment: Detailed site and architectural designs will be reviewed to determine compatibility with the context of the site, at the time building permits are submitted. 2. COMPLIANCE WITH THE UNDERLYING ZONING DESIGNATION: Objectives and policies of the Comprehensive Land Use Plan Residential Low Density are implemented by Residential 4 zoning (R-4). RMC 4-2-llOA provides development standards for development within the R-4 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are met, unless noted otherwise: Short Plat and Modification Report_14-000708 • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 9 of 24 Density: There is no minimum density within the R-4 zone. The maximum density permitted in the R-4 zone is 4.0 du/ac and with the rounding provision, up to 4.49 du/ac. Net density is calculated after the deduction of critical areas, areas intended for public rights-of-way, and private access easements. Calculations for minimum or maximum density that result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole number. Those density calculations resulting in a fraction that is less than 0.50 shall be rounded down to the nearest whole number. Staff Comment: The gross square footage of the site is 26,858 square feet (0.62-acre) . .(' The dedication along 1561h Ave SE is approximately 5.5 feet in width and approximately 663 square feet in total area that would be deducted from the gross area to provide a net area total of 26,195 square feet. The 2-lot proposal would arrive at a net residential density of 3.3 dwelling units per acre (2 lots I 0.60 acres= 3.3. du/ac}, which falls within the permitted density range for the R-4 zoning classification. Lot Dimensions: Staff Comment: R-4 standards apply: Pro11osed Lots Lot Size Width De11th R-4 standards 8,000 sf minimum 70 feet-interior; 80 80 feet minimum feet-corner .(' minimum Lot 1-Corner 16,545 sf Approximately Approximately 126.54 feet 113.29 feet Lot 2-lnterior 9,650 sf Approximately Approximately 73.03 feet 131.36 feet Setbacks: The minimum front yard setback in the R-4 zone is 30 feet; minimum side yard is 5 feet side yard along a public street, 20 feet for the primary structure; minimum rear yard is 25 feet. Staff Comment: The proposed lots have sufficient area for the existing residential structure on Lot 1 and a new residential structure on Lot 2 that'would comply with the R- 4 setbacks. Exhibit 2 identifies the existing home on Lot 1 where the setbacks would create a non-conforming single family residence due to a shed roof attached to the back wall of the house. Setbacks for the existing home are as follows as shown on Exhibit 3: Setbacks Front Rear Side along street Side yard-south Code standard 30ft 25ft 20ft 5ft Note 1 Existing structure 55.11ft 19.34 ft 26.6ft 8.5ft Conformance Yes No Yes Yes Non-conforming rear setback: Following discussion with the applicant, the non- conforming rear yard setback can be remedied by removal of the shed roof located in the middle of the bock wall of the existing home. Exhibit 2 shows the rear yard setback dimensions. With the shed roof, the dimension to the rear property line is roughly 19 ft. Without the shed roof over the potio area, the distance would be approximately 25 ft Short Plat and Modification Report_14-000708 • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 10 of 24 between the rear property line of Lot 1 and the existing home rear wall. With removal of the roof, a conforming rear yard setback of 25 ft would be created. A non-conforming setback cannot be created through a land use application. Therefore, staff recommends, as a condition of approval, the removal of the shed roof is required to provide for a rear yard 25-foot conforming setback. The roof sholl be removed as part of a demolition permit that would include demolition of accessory structures and the swimming pool. as part of removal and demolition af accessory structures and swimming pool. Building Standards: The R-4 zone permits one single family residential structure per lot. Accessory structures are permitted at a maximum number of two per lot with a maximum size of 720 square feet each, or a maximum of one per lot with a maximum of 1,000 square feet. Accessory structures are permitted only when associated with a primary structure located on the same parcel of land. The maximum building height in the R-4 zone is 30 feet. Building height is based on the measurement of the vertical distance from the grade plane to the average height of the roof surface. The grade plane is the average of existing ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line, or where the lot line is more than 6 feet from the building, between the building and a p~int 6 feet from the building. The maximum building coverage in the R-4 zone, for lots larger than 5,000 sf, is 35 Note percent or 2,500 sf, whichever is greater. 3 The maximum impervious surface area is 55 percent. Staff Comment: For Lot 1, proposed at 16,545 square feet, lot coverage is approximately 2,700 square feet using the home and southerly garage footprints as identified on the site survey (Exhibit 3). The lot coverage allowed at 35 percent is approximately 5,790 square feet. Therefore the lot coverage for Lot 1 is less than the maximum allowed and complies with the lot coverage standard. Impervious coverage combines the lot coverage with the driveway and paved areas. The structures, paved area at the rear, walkways, and driveway add up to approximately 6,600 square feet for an approximate impervious coverage of 40 percent. Up to 55 percent impervious is allowed for the zone, therefore the approximate 40 percent impervious coverage for Lot 1 complies with the standard. For Lot 2, building elevations, floor plans, and a site plan, which would be used ta determine building height, building coverage, and impervious surface coverage, have not been submitted. They would be submitted at a later date far building permit review (compliance not yet demonstrated). Fences: RMC 4-4-040.D sets limitations for the maximum height of fences in residential yards. Front yard setbacks allow up to 48 inches in height, and side yards along a street Note3 allow up to 48 inches. Additionally, fences, walls, or hedges shall be a maximum of forty- two inches in height within any clear vision/sight triangle area at the corner of a corner lot where two streets intersect. Staff Comment: The site survey identifies a 61oot tall fence around the majority of the Short Plat and Modification Report_14-000708 • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 11 of 24 property (Exhibit 3), including the front yard oreo and sideyord along ·o street of the existing property to be subdivided. The fence is allowed o height maximum of 4 feet unless it is setback from the street further. Therefore, staff recommends as o condition of approval, that any fence on the property identified on on updated landscape with exact location, height, and materials, to be submitted to the Current Planning Project Manager, for review and approval prior to construction permit issuance. Landscaping: Landscaping is required for all subdivisions, including short plats. A detailed landscape plan must be approved prior to issuance of street or utility construction permits. A ten foot-wide on-site landscaped area is required along all public street frontages, with the exception of areas for required crosswalks and driveways. This landscaped area shall be on-site and shall include a mixture of trees, shrubs and ground cover. Two trees are required in the front yard of each lot. For street improvements, and street trees and landscaping required within the right-of- way, a minimum planting strip width between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover per subsection 4-4-070 L2, are to be located in this area when present. Spacing standards shall be as stipulated by the Department of Community and Economic Development, provided there shall be a minimum of one street tree planted per address. Any additional undeveloped right-of-way areas shall be landscaped unless otherwise determined by the Administrator. Refer to the City's Approved Tree list and spacing standards available through the Department of Community and Economic Development and on the City's website. In addition, where there is insufficient right-of- way space or no public frontage, street trees are required in the front yard of each lot. Staff Comment: The landscape pion (Exhibit 10} identifies both the on-site and off-site ../ right-of-way landscape areas along street frontages. Note 10 on the landscape pion states that no permanent irrigation system is proposed as trees on the proposed lots would be irrigated by future homeowners and planting in the right-of-way planter strip is considered drought tolerant and shall be provided temporary irrigation for two years. Ten feet of on-site landscape buffer along both streets is identified. Along SE 2nd Pl, the on-site 10-foot buffer includes four new trees, with two located on Lot 1 and two located on Lot 2, with o tree on either side of the new driveway. The pion states that all of the 10- feet of landscape buffer for both Jots ore the existing landscaping to remain or be returned to previous condition ofter construction is completed. The 10-foot buffer is required to comply with plant mix standards per RMC 4-4-070Hl, where such landscaping shall include o mixture of trees, shrubs, and groundcover. The landscape pain depicts new trees and /own groundcover in the 10-foot buffer along SE 2nd Pl but there is no mix along 156'h Ave SE. Therefore, staff recommends, as o condition of approval, that on updated landscape pion be provided prior to construction permit issuance, identifying o mix of plantings in the 10-foot on-site buffers along the 1561h Ave SE street that meets the standard. For off-site landscape areas within the right-of-way, there is on existing planter strip on the backside of the sidewalk along SE 2nd Pl and no existing planter strip along 156'h Ave Short Plat and Modification Report_14-000708 • City of Renton Department of Community & Economic Development MAIR SHORT PLAT Report of January 21, 2015 • Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD Page 12 of 24 SE. The planter strip alang SE 2"" Pl is identified as being kept or returned to previous condition ofter construction is completed. There are four existing street trees along SE2"d Pl although they are not identified on the conceptual landscape plan, survey, or tree retention plan (Exhibit 14). The planting strip along 156'h Ave SE is proposed with lawn as groundcover and two trees on the southern half of the Lot 1 street frontage, set away from the intersection corner and storm water vault. The species of trees proposed are maple. Maples currently comprise 35% of all species in the city and to reduce catastrophic loss of species, experts agree that 10% or less of any species or cultivar exist within a street tree population. Because of this, planting maple trees within the right-of-way is discouraged (Exhibit 15, Approved Tree List). For the 8-foot wide planting strip in the 156'h right-of-way, staff recommends, as a condition of approval, that a non-maple deciduous tree be selected from the "Large Tree" section in the Exhibit 13 -Approved Tree List. Further, staff suggests that the on-site maple trees shown on the landscape plan be switched to a non-maple species. Therefore, staff recommends, as o condition of approval, that the detail landscape plan submitted for construction permits identify non-maple species and be submitted to the Current Planning Project Manager, for review and approval, prior to construction permit issuance. Please contact the City Arborist, at phone number 425-430-6600, if you have questions about tree selection. Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires 30 percent of trees to be retained. If the required number of trees cannot be retained, they must be replaced according to RMC 4-4-130H. Staff Comment: According to the Tree Retention Worksheet and inventoried trees on the survey there are 3 significant trees with a diameter 6 inches or greater on the site (Exhibits 3 and 9). Two trees are proposed to be retained and one tree is to be removed for the construction of the new single-family residence (Exhibit 8). For the R-4 residential zone, 30 percent of the significant trees are to be retained, which would be approximately one tree where the applicant is proposed to retain two of the existing three trees which is more than required. Additionally, the applicant will be planting 6 additional trees as shown on the Landscape Plan (Exhibit 10). Two trees will be planted within the 156'h Ave SE plan~ing strip. Four trees will be planted in the yards along SE 2"d Pl, two on Lot 1 and two on Lot 2. The proposal meets or exceeds the minimum tree retention requirements. Parking: Off-street parking for 2 vehicles per residential unit is required. Staff Comment: There is sufficient space to provide on-site parking as required on each Note 3 lot. Lot 1 has an existing garage and a driveway for parking of vehicles which meets or exceeds the required on-site parking requirement. For Lot 2, compliance would be reviewed at building permit application. 3. DESIGN STANDARDS: Residential Design and Open Space Standards {RMC 4-2-115) are applicable in the R-4 zone. The Standards implement policies established in the Land Use and Community Design Elements of the Comprehensive Plan. Compliance with Site Design Standards must be demonstrated prior to approval of the subdivision. Compliance with Residential Design Short Plat and Modification Report_14-000708 • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 13 of 24 Standards would be verified prior to issuance of building permits. Staff Comment: The existing home that is located on Lot 1 does not have to meet the Residential Design Standards. The proposal is consistent with the fol/awing design standards, unless noted otherwise: N/A Note 3 Note 3 Note 3 Lot Configuration: Standards apply to subdivisions of 4 or more street-fronting lots. Garages: The minimization of the visual impact of garages contributes to creating communities that are oriented to people and pedestrians, as opposed to automobiles. One of the following is required (some options are not listed here due to lack of site feasibility, i.e. garages accessed from alley): 1. Recessed from the front of the house and/or front porch at least 8 feet, or 2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of the garage for at least the width of the garage, plus the porch/stoop area, or 3. Sized so that it represents no greater than 50 percent of the width of the front fa~ade at ground level, or 4. Detached. The portion of the garage wider than 26 feet across the front shall be set back at least 2 feet. Stoff Comment: Lot 1 has an existing home, where garage design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2, building plans, which would be used to determine visual impact of garages, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). Primary Entry: Entrances to houses shall be a focal point and allow space for social interaction. One of the following is required: 1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or 2. Porch: minimum 5 feet deep and 12 inches above grade. Exception: An ADA accessible route may be taken from a front driveway. Staff Comment: Lot 1 has an existing home and front porch area, where primary entry design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2, building designs, which would be used to evaluate design of entrances, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). Fa~ade Modulation: Buildings shall not have monotonous facades along public areas. One of the following is required: 1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on fa~ades visible from the street, or 2. At least a 2-foot offset of second story from first story on one street-facing fa~ade. Staff Comment: Lot 1 has an existing home, where far;ade modulation design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2, building designs, which would be used to evaluate design of far;ades, have not been Short Plat and Modification Report_14-000708 • • City of Renton Department of Community & Economic Development Administrative Short Plot Report & Decision LUA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 14 of 24 submitted yet. They would be submitted for building permit review (compliance yet not demonstrated). Windows and Doors: Windows and front doors are an integral part of the architectural character of a house. Windows and doors shall constitute 25 percent of all fa~ades facing street frontage. Note Staff Comment: Lot 1 has an existing home, where windows and daars design standards 3 would be evaluated if remodeling or addition were ta occur in the future. For Lot 2, building designs, which would be used ta evaluate design of windows and doors, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and character. Abutting houses shall have differing architectural elevations. Note Staff Comment: Lat 1 has an existing home, where scale, bulk, and character design 3 standards would be evaluated if remodeling or addition were ta occur in the future. For Lot 2, building designs, which would be used to evaluate scale, bulk, and character of structures, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). Roofs: Roof forms and profiles are an important architectural component. One of the following is required: 1. Hip or gabled roof with at least a 6:12 pitch for the prominent form of the roof Note (dormers, etc., may have lesser pitch, or 3 2. Shed roof. Staff Comment: Lot 1 is an existing home, where roof design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2, building designs, which would be used to evaluate roof forms, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). Eaves: Eaves and overhangs act as unifying elements in the architectural character of a house. Both of the following are required: 1. Eaves projecting from the roof of the entire building at least 12 inches with horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and Note 2. Rakes on gable ends must extend a minimum of 2 inches from the surface of 3 exterior siding materials. Staff Comment: Lot 1 is an existing home, where eave design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2, building designs, which would be used to evaluate design of eaves and overhangs, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). Note Architectural Detailing: Architectural detailing contributes to the visual appeal of a house and the community. If one siding material is used on any side of the dwelling that 3 is two stories or greater in height, a horizontal band that measures at least 8 inches is Short Plat and Modification Report_l4-000708 ,------------------------------------------------ • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 15 of 24 Note 3 required between the first and second story. Also, one of the following is required: 1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or 2. A combination of shutters and minimum 3-1/2 inch trim details all windows and minimum 3-1/2 inch details all doors. Staff Comment: Lot 1 has an existing home, where architectural detailing design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2, building designs, which would be used to evaluate architectural detailing, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). Materials and Color: A variety of materials and color contributes to the diversity of housing in the community. Abutting houses shall be different colors. Color palettes for all new dwellings, coded to the building elevations, shall be submitted for approval. Additionally, one of the following is required: 1. A minimum of 2 colors shall be used on the building (a main color with different trim color is acceptable), or 2. A minimum of 2 different siding materials shall be used on the building. One siding material shallcomprise a minimum 30 percent of the street-facing fac;ade. If masonry siding is used, it shall wrap the corners no less than 24 inches. Staff Comment: Lot 1 has an existing home, where materials and color design standards would be evaluated if remodeling or addition were to occur in the future. For Lot 2, building designs, which would be used to evaluate material and color choices, have not been submitted yet. They would be submitted for building permit review (compliance not yet demonstrated). 4. STREET MODIFICATION: RMC 4-6-060Q.l provides for Modification requests from street standards. The applicant requests modification from the required street improvements along SE 2"d Pl and retention of the 40-foot curb radius and power pole in the Right-of-Way at the southwest intersection of SE 2"d and 1561h Ave SE, where decision criteria for a modification, per RMC 4-9-250.D, states: Whenever there are practical difficulties involved in carrying out the provisions of this Title, the Department Administrator may grant modifications for individual cases provided he/she shall first find that a specific rea_son makes the strict letter of this Code impractical, that the intent and purpose of the governing land use designation of the Comprehensive Plan is met and that the modification is in conformity with the intent and purpose of this Code, and that such modification: a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives; Short Plat and Modification Report_14-000708 • • City of Renton Deportment of Community & Economic Development Administrative Short Plot Report & Decision LUA14-000708; SHPL-A, MOO MAIR SHORT PLAT Report of January 21, 2015 Page 16 of 24 . b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment; c. Will not be injurious to other property(ies) in the vicinity; d. Conforms to the intent and purpose of the Code; e. Can be shown to be justified and required for the use and situation intended; and f. Will not create adverse impacts to other property(ies) in the vicinity. Staff Comment: The applicant requests the modification from street frontage and right- of-way improvements. As stated in the applicant's letter (Exhibit 6), the request is ta a/law retention of the existing frontage improvement on SE 2nd Pl and a request that the existing power pale in the at the northwest corner of the subject site be retained through retention of the 40-foot curb radius for improvements along 156'h Ave SE. The applicant states that the SE 2nd Pl existing conditions are recently installed as recent as 2006 and installation af current code would detrimentally disrupt and interfere with the previously constructed utilities, including street lighting, gas main, power pole, arid storm drain as well as replace the recently installed curb, gutter, sidewalk, and planting strip and street tree improvements. In evaluation of the criteria for modification approvals above, the existing improvements provide pedestrian cannectians to the surrounding residential areas and to the adjacent schools and other neighbarhaods. The intent of the City code is to provide access far vehicles and pedestrians and all users af the public-right-of way, where the existing improvements comply with this intent and do not create injurious or adverse impacts to other properties in the vicinity. Staff evaluated the request and the request along SE 2nd Pl will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Cade requirements, based on sound engineering judgment where staff Development Engineering review alsa provided evaluation af the request (Exhibit 7, Engineering Review Comments -Transportation). For the power pole in the right-of-way, the request for a 40-foot curb radius rather than the city standard 35-foot curb radius would a/law for the existing power pale to be retained according ta the request. The applicant states that keeping the 40-foot radius would allow improvements along 155th Ave SE to tie inta the existing curb and sidewalk ramp. Staff recommends approval of the street madificatian request to retain the existing curb, gutter, sidewalk, and planter strip with trees along SE 2nd Pl (Exhibit 7, Engineering Review Comments -Transportation). Staff does nat recommend approval of the 40-foot radius. The corner curb radius of 35 feet is required, therefore staff recommends as a condition of approval that the 35-foat radius be installed. Additionally, for the curb ramps, two ADA compliant curb ramps area required to be installed at the intersection of Short Plot and Modification Report_14-000708 • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision LUA14·000708; SHPL·A, MOD MAIR SHORT PLAT Report of January 21, 2015 Page 17 of 24 1561h Ave SE and SE 2nd Pl. Staff does not have enough information to consider the impacts of allowing the power pole to remain, sa na staff recommendation is made for the po_wer pole. The power pole can be reviewed at the utility construction permit stage ofter detailed drawing of the corner curb is reviewed. 5. COMPLIANCE WITH SUBDIVISION REGULATIONS: RMC 4-7 Provides review criteria for proposed subdivisions. The proposed project is consistent with the following subdivision regulations if all conditions of approval are complied with: Note 1 Access: Each lot must have access to a public street, private road, or by a private access easement per the requirements of the street standards. Staff Comment: The new lots would each have separate driveways from different streets. Lot 1 with the existing home would keep the existing driveway location with a curb cut along 1561h Ave SE (Exhibit 3). The Lot 1 existing driveway has a non-conforming existing setback at the shared property line with the southerly neighboring property along 1561 h Ave SE. Per municipal code subsection 4-4-080.I "Driveway Design Standards" spacing, driveways shall not be closer than five feet to any property line. For Lot 2 where a new residence would be constructed, the Road and Utility Plan (Exhibit 13) depicts the driveway curb cut location where access would be taken from SE 2nd Pl. For both lots, the standard is met as there is access to a public street. Streets: The short plat is the subdivision of a corner lot into two lots, with street frontage along two public streets, SE 2nd Pl at the north, and 156th Ave SE at the west. Street improvements are usually required on both frontages to construct to current standards. The northerly street, SE 2nd Pl, has existing improvements including a 5-foot wide sidewalk, and planter strip on the back side of the sidewalk. The applicant has submitted a Modification request, requesting that existing improvements in SE 2nd Pl be retained rather than replaced (Exhibit 6), where replacement would be installation of the current code standards, RMC 4-6-060, with a required curb, gutter, 8-foot wide planting strip between gutter and sidewalk, and 5-foot wide sidewalk. The applicant's modification also requests retention of the 40-foot curb radius at the northwest corner of the subject site and power pole within that radius area. Staff Comment: The two public right-of-ways fronting the corner lot have different street classifications; SE 2nd Pl is a residential access street and 1561h Ave SE is a minor arterial. The Advisory Notes for Utility and Transportation Comments dated December 29, 2014 {Exhibit 7) provide background for comments specific to each street and the modification request for SE 2nd Pl. Staff evaluation and recommendation of the modification request is provided in report subsection #4 "Street Modification" above. Along 1561h Ave SE, the applicant is proposing to install street improvements and access ramps per City standard, with an 8-foot wide planter strip and 5-foot wide sidewalk (Exhibit 13). Improvements for the minor arterial 156'h Ave SE require 5.5 feet width of right-of-way dedication to provide the required paved travel land width, 0.5 feet wide curb, gutter, 8-foot wide landscape planter, and 5-foot wide sidewalk. Corner radius at the intersection of 35 feet is applicable. The property corner radius as per City code will Short Plat and Modification Report_14-000708 • • City of Renton Department of Community & Economic Development MAIR SHORT PLAT Administrative Short Plat Report & Decision LUA14·000708; SHPL·A, MOO Report of January 21, 2015 Page 18 of 24 N/A be applicable. Extensions to the existing storm water vault lids will be required to be provided by the developer to bring it up to sidewalk level. The existing retaining waif will be required to be relocated to a minimum of 1-foot distance away /ram the back of the sidewalk and will be located outside of the right-of-way. Detailed drawing af sidewalk, landscape, corner curb ramps, and any other elements will be reviewed during utility construction permit phase. No additional dedication af right-of-way is required for SE 2nd Pf at the north of the site. There are existing street improvements including curb, gutter, 5-foat sidewalk, and a planter strip on the back side of the sidewalk that varies in width. For SE 2nd Pf, the applicant has requested that existing street improvements be retained. The above report subsection #4 "Street Modification" provides a staff recommendation that this specific part of the request be granted. The applicant also requested retention of the existing curb radius at the southeast corner of the intersection of SE 2nd Pl and 156'h Ave SE and the power pole in that radius, but staff is recommending denial of the curb radius request. Staff recommends the existing 40-foot radius be replaced with the City standard 35-foot curb radius, and the power pole will be evaluated at construction permit application phase. Additionally, there is a residential subdivision monument sign for the nearby Evende/1 Plat within SE 2nd Pl planter strip area. Surrounding the monument is a mix of landscaping, including trees, shrubs, and groundcover. The proposed new driveway for Lot 2 is approximately where the monument sign is located. Staff received comments from Evende/1 residents and the homeowners association manager (Exhibit 11) about the monument sign requesting that it be relocated and not removed. Therefore, staff recommends as a condition of approval, that the applicant move the monument and related landscaping to an approved location within the SE 2nd Pl right-of-way, prior to final short plat approval. The location shall be identified on the detailed landscape plan, for review and approval by the Current Planning Project Manager, prior to construction permit issuance. Blocks: Blocks shall be deep enough to allow two tiers of lots. Staff Comment: No new blocks would be formed. 6. AVAILABILITY AND IMPACT ON PUBLIC SERVICES: ,/ ,/ Police: The Renton Police Department has commented that the proposed project would have probable minor impacts (Advisory Notes, Police -Exhibit 7). Fire: Sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provides Code required improvements and fees. The fire flow requirement for a single-family residence is minimum 1,000 gpm for structures up to 3,600 sf (including attached garages and basements). If dwelling(s) exceed 3,600 sf, a minimum of 1,500 gpm would be required. A minimum one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow requirement increases to 1,500 gpm. Existing fire hydrants Short Plat and Modification Report_14·000708 • • City of Renton Department of Community & Economic Development MAIR SHORT PLAT Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD Report of January 21, 2015 Page 19 of 24 can be counted toward the requirement as long as they meet current code, including 5- inch storz fittings. Existing hydrants are adequate. A water availability certificate is required from King County Water District 90 (Advisory Notes, Fire -Exhibit 7). Fire department apparatus access roadways are adequate as they exist. Fire Impact Fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. For 2015 the fee is $479.28 per new single family lot and fees may increase year to year. The fee shall be payable to the City as specified by the Renton Municipal Code prior to building permitissuance. Schools: It is anticipated that the Renton School District can accommodate any additional students generated by this proposal at the following schools (Exhibit 16): Maplewood Elementary (0.75 miles from the subject site), McKnight Middle School (3.0 miles from the subject site), and Hazen High School (1.56 miles from the subject site). RCW 58.17.110(2) provides that no subdivision be approved without making a written finding of adequate provisions for safe walking conditions for students who walk to and from school and/or bus stops. According the school district school site locator (Exhibit ~ 17), future students to all schools would be bussed to the schools. It is not clear where the nearest bus stops are located and is not dear if there are safe walking routes to the nearest school bus stops. Therefore, staff recommends that the applicant provide a safe route to school bus stop plan, to be provided to and approved by the Current Planning Project Manager, prior to construction permit issuance. School impact fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. For 2015 the fee is $5,541 per dwelling and shall be paid prior to building permit issuance. Parks: Although there would be no significant impacts to the City of Renton Park System anticipated from the proposed project, an impact fee is required of all new residential ~ development. Park impact fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. For 2015 the fee is $1,395.25. 5tormwater: A drainage report was submitted by Development Management Engineering LLC, and updated at the request of the City with the most recent revision dated November 5, 2014 (Exhibit 18). The drainage report complies with the 2009 King County Surface Water Manual and City Amendments. Based on the City's flow control map, the site falls within the Flow Control Standard, Forested Condition. There is no proposed disturbance on the proposed Lot 1 where the existing single-family home is to ~ remain. The proposed 2-lot short plat does not trigger flow control facility or a water quality facility. Stormwater best management practice (BMP) as part the Appendix C of the 2009 Surface Water Drain.age Manual is required on the new Lot 2. Drainage plans and a final drainage report based on the City adopted 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage Manual'is required to be submitted with the Construction permit. The drainage report and plans must include information of the individual lot storm water BMPs. All stormwater . Short Plot and Modification Report_14-000708 • • City of Renton Deportment of Community & Economic Development MAIR SHORT PLAT Administrative Short Plot Report & Decision LUA14-000708; SHPL-A, MOD Report of January 21, 2015 Page 20 of 24 requirements as per the 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage Manual is required to be provided by the project. The existing impervious area on proposed Lot 2 is approximately 3,300 square feet and after removal of existing improvements including sheds and a large gravel area, the new home and driveway would be approximately 2,600 square feet (Exhibit 18, Section 2, subsection "Core Requirement No. 3 Flow Control"). According to the drainage report, the proposed site would be less than the 5,000 square foot impervious threshold and is therefore exempt from storm detention and water quality and a Restrictive Covenant will be provided to limit the impervious areas. Geotechnical evaluation prepared by Robert M. Pride LLC (Exhibit 19), dated April 23, 2014, and describes existing site and subsoil conditions and recommendations for site development following site inspection and geologic research. The upper soils consist of topsoil underlain by dense to very dense silty sands and gravel (glacial till soils) according to the evaluation. The recommendations by the geotechnical engineer states that the underlying soils are not suitable for onsite discharge of storm water from impervious surface areas and that all stormwater collected on the two proposed parcels be directed to City storm drain system. Stormwater drainage plans for individual lots will be required prior to issuance of construction permits. The Surface Water System Development fee for 2015 is $1,350.00 for each new lot. Fees are payable prior to issuance ofthe construction permit. Water Service: The project is located in the Water District 90 service area. A water service availability certificate must be obtained from Water District 90 and provided to the City. A copy of the water plan approved by Water District 90 must also be provided to the City during Utility Construction permit stage. .,' Fire hydrants and fire flow as required by the fire department must be provided, if any, as part of the project (Exhibit 7 -Advisory Notes, Fire). Staff Comment: Staff recommends as a condition of approval, that the applicant provide the water service availability certificate and approved water plan as part of construction permit application. Sanitary Sewer Service: The project is located in the City of Renton sewer service area. There is an existing 8-inch diameter sewer main pipe on SE 2"d Pl. Due to the change in grade along 1561h Ave SE frontage, sewer main is not required to be provided by this project on the 156'h Ave SE frontage. All the lots of the short plat are required to be connected to City sewer and individual side sewers must be provided for each lot. All lots .,' of the short plat are required to be connected to the City of Renton sewer service . The Central Plateau Interceptor Special Assessment District (SAD) fee will be applicable on the project. The SAD fee rate as of December 10, 2014 is $451.50 plus additional interest per day of $0.05111. The rate that will be applicable is the issuance day of the utility construction permit. The development is subject to a wastewater system development charge (SDC) fee. The Short Plot and Modification Report_l4-000708 • • City of Renton Department of Community & Economic Development MAIR SHORT PLAT Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOO Report of January 21, 2015 Page 21 of 24 SOC fee for sewer is based on the size of the domestic water to serve the houses. The sewer fee for a o/. inch or 1-inch meter install is $2,135.00 for 2015. Credit may be given for the existing home if previously connected to sewer. Fees are payable prior to issuance of the construction permit. Transportation: Impacts to the city transportation system are expected, due to increased vehicle trips to and from the proposed project. The 2015 Traffic Impact fee is $2,143.70 per single family home. Credit would be provided for existing homes. Right-of- way dedication along 1561h Ave SE is required of an approximate 5.5-foot wide area and no right-of-way dedication is required along SE 2"d Pl. Street frontage improvements are required along 156'h Ave SE that include curb, gutter, 8-foot wide planter strip, and 5- foot wide sidewalk. A modification request for street frontage improvements along SE ./ 2•d Pl has been made by the applicant and staff recommends that the modification be granted to retain curb, gutter, sidewalk, and planter strip areas. The applicant modification request for the curb radius at the northwest corner of the site has been denied. The applicant modification request for the power pole to be retained in the existing curb radius will be deferred for decision and evaluation as part of the construction and utility permit application. Two ADA compliant curb ramps are required at the intersection of 1561h Ave SE and SE 2"d Pl. The Transportation Impact fee would be calculated and assessed at the rate in effect when building permits are issued. 10. System Development Charges: As of the date of this report the Surface Water System Development Fee for 2015 is $1,350.00 per new lot; and the Sanitary Sewer System Development Fee for a 3/4-inch or 1-inch water meter install is $2,033.00 per new lot. 11. Sewer connection: All lots of this short plat shall be connected to City sewer and individual side sewer must be provided to serve the individual lots. 12. Public Utilities: Sufficient public utilities would be available for the development of homes on the proposed lots if all conditions of approval are met, and a water availability certificate is obtained from Water District 90. 13. Street Frontage Improvements: Improvements for the minor arterial 1561h Ave SE require 5.5 feet width of right-of-way dedication to provide the required paved travel land width, 0.5 feet wide curb, gutter, 8-foot wide landscape planter, and 5-foot wide sidewalk. Corner radius at the intersection of 35 feet is applicable with the property corner radius as per City code although the applicant requested a modification to keep the existing 40-foot curb radius. Extensions to the existing stormwater vault lids will be required to be provided by the developer to bring it up to sidewalk level. The existing retaining wall will be relocated to a minimum of 1-foot distance away from the back of the sidewalk and will be located outside of the right-of-way. For SE 2"d Place, it is a residential street with a 60-foot width and improvements would not be required based on the modification request staff recommendation in above report subsection #4 "Street Modification." As part of utility permit review, the existing power pole at the intersection right-of-way of SE 2"d Pl and 1561h Ave SE will be reviewed if it is required to be moved. Additionally, the Evendell residential development monument sign and landscaping are required to be moved to another location approved by the City if the new driveway would impact its current location. Short Plat and Modification Report_14-000708 • City of Renton Deportment of Community & Economic Development MAIR SHORT PLAT Report of January 21, 2015 • Administrative Short Plat Report & Decision WA14-000708; SHPL-A, MOD Page 22 of 24 14. Safe Routes to Schools: Students would attend Renton School District. A safe walking route would be provided to all schools and/or bus stops if the conditions of approval are met. 15. Publi'c Comments: Two public comments were received with concerns about the monument sign for Evendell subdivision (Exhibit 11). The applicant would be required to move the monument and related landscaping to an area approved by the City and near to its current location within the planting strip area along SE 2"d Pl. J. CONCLUSIONS: 1. The subject site is designated Residential Low Density (RLD) in the Comprehensive Land Use Plan and complies with the goals, objectives, and policies established with this designation. 2. The subject site is zoned Residential 4 (R-4) and complies with the zoning and development standards established with this designation provided the applicant complies with the Renton Municipal Code, advisory notes, and conditions of approval. 3. The proposed use is anticipated to be compatible with existing and future surrounding uses as permitted in the R-4 zoning classification, provided the applicant complies with the Renton Municipal Code and conditions of approval. 4. Staff does not anticipate any adverse impacts on surrounding properties and uses as long as the conditions of approval are complied with. 5. The proposed 2-lot short plat complies with the subdivision regulations as established by Renton Municipal Code and state law provided all advisory notes and conditions are complied with. 6. The proposed Mair Short Plat complies with the street standards as established by Renton Municipal Code, provided the project complies with all advisory notes and conditions of approval contained herein. 7. Safe and efficient access and circulation has been provided for all users. 8. There are adequate public services and facilities to accommodate the proposed short plat. 9. Safe routes to schools are anticipated to be available, provided the applicant complies with the Renton Municipal Code ·and conditions of approval. K. DECISION: The Mair Short Plat, File No. LUA14-000708; SHPL-A, MOD is APPROVED WITH CONDITIONS as listed below. The Mair Short Plat Modification request for SE 2"d Pl is APPROVED in part and denied in part. The Mair Short Plat is subject to the following conditions: 1. The applicant shall demolish and/or remove all existing structures, including the rear yard shed roof proposed for removal prior to Final Short Plat recording. Evidence of the removal of the shed roof that creates a non-conforming rear yard setback for Lot 1 shall be provided to the Current Planning Project Manager for the official file. A demolition permit shall be obtained and final inspection performed for those structures demolished prior to Short Plat Recording. 2. A revised detailed landscape plan shall be provided and approved prior to construction permit issuance, to be provided to the Current Planning Project Manager showing the following: Short Plat and Modification Report_14-000708 • City of Renton Department of Community & Economic Development MAIR SHORT PLAT Report of January 21, 2015 • Administrative Short Plat Report & Decision LUA14-000708; SHPL-A, MOD Page 23 of 24 a. Any existing or proposed fence on the two properties, where the fences shall not exceed the maximum height allowances, and the plan provides the height, type of fence, and material; b. Maples and cherry tree species are not allowed unless approved by the City arborist for right-of-way planting strip trees; c. Ten feet landscape area in the front yard a street for Lot 1 that have the required mix of shrubs, trees, and groundcover; and d. The existing and proposed Evendell monument sign and plantings location. 3. The applicant shall be required to relocate the monument sign for Evendell that currently exists in the SE 2•d Pl frontage to a nearby location as approved by the Current Planning Project Manager, prior to Final Short Plat recording. 4. The applicant shall provide a 35-foot curb radius at the southeast corner of the street intersection at SE 2•d Pl and 156'h Ave SE. 5. The applicant shall identify the nearest bus stops for each of the schools that future students would attend, and provide a school bus stop plan with safe walking routes to between the stops and the subject parcels, to be provided to and approved by the Current Planning Project Manager, prior to construction permit issuance. 6. The applicant shall provide the water service availability certificate and approved water plan as part of construction permit application. DECI_SION ON LAND USE ACTION: SIGNATURE: '....l( Jennifer T. Henning, Planning Director Department of Community & Economic Development TRANSMITTED this 21" day of January, 2015 to the Contact/Applicant/Owner(s): Contact: Cliff Wi//iams PE Development Mng Engineers, LLC 5326 SW Manning St Seattle, WA 98116 Applicant: Robert Wenzl Vineyards Construction, LLC P.O. Box 6127 Beffevue, WA 98008 TRANSMITTED this 21" day of January, 2015 to the Party(ies) of Record: Monika Smith 329 Yakima Pf Renton, WA 98059 Jan Milbrath 6524 3'' St Renton, WA 98059 TRANSMITTED this 21" day of January, 2015 to the Jo/lowing: Chip Vincent, CED Administrator Steve Lee, Development Engineering Manager Craig Burne//, Building Official Vanessa Dolbee, Current Planning Manager Fire Marshal Short Plat and Modification Report_14-000708 Owner(s): Andrew Michael Construction, LLC P0Box6127 Beffevue, WA 98008 Debra Porter PO Box364 Gig Harbor, WA 98335 • • City of Renton Department of Community & Economic Development Administrative Short Plat Report & Decision MAIR SHORT PLAT LUA14-000708; SHPL-A, MOD Report of January 21, 2015 Page 24 of 24 L. LAND USE ACTION APPEALS, REQUEST FOR RECONSIDERATION, & EXPIRATION: The administrative land use decision will become final if the decision is not appealed within 14 days of. the decision date. APPEAL: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on February 4, 2015. An appeal of the decision(s) must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Renton Municipal Code Section 4-8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (425) 430-6510. EXPIRATION: The administrative short plat decision will expire two (2) years from the date of decision. A single one (1) year extension may be requested pursuant to RMC 4-7-070.M. RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. THE APPEARANCE OF FAIRNESS DOCTRINE: provides that no ex parte (private one-on-one) communications may occur concerning the land use decision. The Doctrine applies not only to the initial decision, but to Appeals to the Hearing Examiner as well. All communications after the decision/approval date must be made in writing through the Hearing Examiner. All communications are public record and this permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence in writing. Any violation of this doctrine could result in the invalidation of the appeal by the Court. Short Plat and Modification Report_14-000708 • • "-' __ ..... _,, .... ~.: _ .............. ____ ... EXHIBIT 2 • r--1 I I I I • I I I I I I I I EXHIBIT 3 • }f, • ' !· I •l ' I' 11 ' t rij " ·' f' !!J ' I • • l.[ I, • 11 f •' I 1! hi I \1 i ' I • 5 1 I J . , I l I. I f .1. i·, :!I ZONING MAP BOOK G7 -23 T23N RSE w 112 F7 PW TECHNICAL SERVICES L t1 I PRINTED ON 11/13/09 ---...... ~ .. '""""''·-... .. ..-.. ......... """'"'·"""" ..... ... ... --....--............ ....__ . ----· ... c,,y_,..,.._....,. ,_-·-:j::.·ori::.r [\IP,\() [(I ._...,,,...._._.c-..,,.;..; EXHIBIT 4 14 T23N RSE W 1/2 5314 .. ----1 \' ·------· .•• · , ••• -.· .-•• 'J ,_._.-.;-;-:-.-x-·-·.-.-...-.-.·.·.--::-:-:-:-:-:-:-:-:-:-:-:-.. ··-·-· -.·.-.,--.·.· -:,· ·-·--.· -.·.·-·.-.·-·-.-.. l ----· --~---. ·.-.-·.•.-.-:-:-'.'--:.: .-. -.-::..-.--·-.-";;; 1, '. '. ~-.-.-.... -.-.-.--_ -· .-:-:-;-:-: :-:-:-:-::-~--.-.-.•--.· -. : 1. 2. 3. • • \ / DENSITY WORKSHEET City of Renton Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 Gross area·ofproperty: 1. 26:858 Deductions: Certain areas are excluded from density calculations. These include: Public streets** 633 square feet Private access easements** 0 square feet Critical Areas* 0 square feet Total excluded area: 2. 633 Subtract line 2 from line 1 for net area: 3. 26,225 square"feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. _ __,0'-'-.6"'0,,___ acres 5. Number of dwelling units or lots planned: 5. ----=2,___ units/lots 6. Divide line 5 by line 4 for net density: 6. 3. 3 = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodwa~." Critical areas buffers are not deducted/excluded. RECE\VEU •• Alleys (public or private) do not have to be excluded. JUN _;_ 2 20\4 EXHIBITS CITY Of RENTOH PLANNING DIVISION C:\Users\Clifl\Desktop\A DevManEngll I.doc -I - • i •• • Development Management Engineers, LL(} The Developer's Engineering Adv()(Jll,fe May 28, 2014 Development Services Division City of Renton I 055 South Grady Way, Renton, WA 98055 Reference: MODIFICATION REQUEST -STREET STANDARD FOR SE 2ND PL MAIR SHORT PLAT PRE13-001285 ANDREW MICHAEL CONSTRUCTION, LLC 13606 156TH A VE SE, RENTON, WA A modification to the Renton street standards is requested to allow retention of the existing frontage improvements on SE 2nd Place. We believe that following the street standards will detrimentally disrupt and interfere with the previously constructed utilities, including street lighting, gas main, power pole and storm drain as well as the recently constructed frontage improvements of curb and gutter, sidewalk and ramp, planter strip and street trees. Except for the sidewalk being at back of curb rather than behind the planter strip, the existing street improvements exceed the City street standards as follows: a) The ROW is 60' compared to the City standard of 53'. b) The existing travel width is tapered from 36' at the 156th Ave interchange curb return to 32' east of the east property line compared to the city standard of26'. c) The planter strip located back of walk varies from 7' at the curb return to 12' at the east property line compared to the 8' City standard. d) The constructed curb radius at the NW comer of the Mair property is a 40' radius rather than the City 35' standard. See attached survey. As can be seen in the attached photos, the frontage improvements were constructed recently by the Evendell development in 2006. The improvements are in excellent condition and considering they exceed City standards, we believe removal and replacement of the existing improvements is not warranted. Regarding the existing curb in the NW comer, the original plans called for relocation of the power pole behind the sidewalk and construction of a 35' curb radius. It appears this design was revised with the power pole remaining in place and the curb being installed at a 40' radius. This modification request includes retaining the 40' curb radius for the proposed 156"' Ave SE improvements to tie into the existing curb and sidewalk ramp. We respectfully request approval of this modification of Renton street standards. If you have any questions, please contact me. ciwd!l~ Cliff Williams, PE 5326 SW Manning f www.sitedme.com EXHIBIT 6 RECEIVED JUN .:. 2 20\4 r.i OF RENTON Cell Phone:~ ~~li1SION Fax: 20 933-1049 email: cliff@sitedme.com JI ! ! I~ ' ~ s I~ l hi !;, ~ ' jiJ I .: I d :1, ti u ·p IU l;i iii h • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM • DATE: December 9, 2014 TO: FROM: SUBJECT: Kris Sorensen, land Use Planning Section Rohini Nair, Plan Review Section Utility and Transportation Comments for Mair preliminary short plat LUA 14-000708 I have completed a preliminary review for the above-referenced plat proposal. The following comments are based on the application submittal made to the City of Renton by the applicant. EXISTING CONDITIONS WATER: SEWER: STORM: STREETS: The site is located in the Water District 90 water service area. The site is located in the city of Renton sewer service area. There is existing 10" diameter sewer main on SE 2"' Place. There is no existing sewer main on 1561 h Ave SE frontage. There is existing stormwater vault, 96 inch diameter storm drain connected to 12 inch diameter stormwater pipe on 1561h Ave SE frontage. There is existing 12 inch diameter stormwater pipe on portion of the SE 2"' Place frontage. SE 2"' Place is a residential street with existing right of way (ROW) width of 60 feet. 1561h Ave SE is a Minor Arterial with existing 60 feet right of way (ROW) width. CODE REQUIREMENTS Water 1. The proposed development is within the Water District 90's water service area. 2. Water availability certificate from the Water District 90 was provided to the City during the land use application. 3. Approved water plans from the Water District 90 must be provided during the utility construction plan review. 4. The project must meet all Fire Department requirements including hydrants and fire flow. Sanitary Sewer 1. TM site is located in the City of Renton sewer service area. EXHIBIT 7 Mair Preliminary short plat LUA14-000708 • • 2. There is existing 8 inch diameter sewer main pipe on SE 2°• Place. Due to the change in the grade 156'h Ave SE frontage, sewer main is not required to be provided by this project on the 156'h Ave SE frontage. 3. All lots of the short plat should be connected to City sewer. Individual side sewer must be provided to serve the individual lots. 4. The development is subject to a wastewater system development charge (SDC) fee. The SDC fee for sewer is based on the size of the domestic water to serve the houses. The sewer fee for a%- inch or 1-inch meter install is $2033.00 (2014 rate). The rate at the time of issuance of the utility construction permit will be applicable. 5. The Central Plateau Interceptor Special Assessment District fee (SAD) fee will be applicable on the project. The SAD fee rate when it was established in 2009 was $351.95 plus interest per lot. As of 12/10/2014, the SAD fee rate per lot is $451.50 plus additional interest per day of $0.05111. The rate that will be applicable on the issuance day of the utility construction permit will be applicable on this project. Stormwater 1. A geotechnical recommendations prepared by Robert M Pride LLC, has been submitted for the project. The recommendation mentions that the soil underlying the proposed short plat is made of dense glacial till. The geotech engineer recommends that the soil is not suitable for onsite discharge of stormwater from impervious areas. Additional information may be required to be provided in the geodic report during the utility construction permit stage. 2. A drainage report prepared by Development Management LLC, has been submitted with the land use application. The drainage report was prepared based on the City amendment to the 2009 King County Surface Water Drainage Manual. Based on the City's flow control map, this site falls within the Flow control Duration Standard Forested site conditions area. The proposed two lot short plat does not trigger flow control facility or a water quality facility. There is no proposed disturbance on the proposed Lot 1 with the existing house. Stormwater BMP as per the Appendix C of the 2009 King County Surface Drainage Manual is required on the new lot. Drainage plans and a final drainage report based on the City adopted 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage is required to be submitted with the Construction permit. The drainage report and plans must include information of the individual lot stormwater BMPs. All stormwater requirements as per the 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage Manual is required to be provided by the project. 3. A Construction Stormwater General Permit from Department of Ecology is required for projects with grading and clearing of the site exceeding one acre. This project plans do not indicate clearing and grading exceeding one acre. 4. Surface water system development (SDC) fee is $1,228.00 (2014 rate) for each new lot. The rate that is applicable at the time of utility construction permit issuance will be applicable. Mair Preliminary short plat LUA14-000708 Transportation • • 1. Payment of the transportation impact fee is applicable on the single family houses at the time of building permit issuance. The current transportation impact fee rate is $1430.72 per single family house. The transportation impact fee rate is subject to change and the rate that is current at the time of building permit application will be levied, payable at issuance of building permit. 2. Street frontage improvements are required from development projects. a) 1561h Ave SE -is a Minor Arterial with existing ROW width of 60 feet. The existing half street paved travel width is 22 feet on the frontage with extruded curb. The project will be required to provide 0.5 feet wide curb, gutter, 8 feet wide landscaped planter, and 5 feet wide sidewalk. The project plans include the dedication of 5.5 feet width to 156'h Ave SE ROW. Corner curb radius of 35 feet is applicable. Property corner radius as per City code will be applicable. Extensions to the existing stormwater vault lids will be required to be provided by the developer to bring it up to sidewalk level. Detailed drawing of sidewalk, landscape, corner curb ramps, will be reviewed during utility construction permit. The existing retaining wall will be relocated to a minimum of 1 foot away from the back of the sidewalk and will be located outside the ROW. b) SE 2°' Place -is a residential street with existing ROW width of 60 feet. The applicant has submitted a street modification request letter to allow the existing street frontage improvements to remain on SE 2"' Place. The letter mentions that (1) the current ROW width of 60 feet meets the City's minimum ROW width required for a residential street, (2) the existing travel width is tapered from 36 feet to 32 feet which meets the City's minimum required paved width of 26 feet for residential street, (3) the planter strip located at the back of the sidewalk varies from 7 feet at the curb return to 12 feet at the east property line compared to the 8 feet City standard planter width, and (4) the constructed curb radius at the NW corner of the Mair property is 40 feet radius rather than the City standard of 35 feet radius. The applicant has mentioned that the existing improvements were recently constructed by a nearby development in 2006 and the improvements are in excellent condition. 3. The street modification request regarding keeping the existing sidewalk back of curb and the planter strip behind the sidewalk on SE 2°' Place, can be recommended for approval by staff. The corner curb radius of 35 feet is required to be provided by the developer. Two ADA compliant curb ramps are required to be provided by the developer at the intersection of 1S.6'h Ave SE and SE 2°' Place. At this stage of the project, staff does not have sufficient information to consider the impacts of allowing the existing power pole to remain. Therefore, staff cannot recommend allowing the power pole to remain. This can be reviewed at the utility construction permit stage after detailed drawing of the corner curb is reviewed. The design of the corner curb may include the removal of existing sidewalk ramp, panel, and other features. 4. Street lighting on the frontage is not required to be provided by a 2 lot residential short plat. Mair Preliminary short plat LUA14-000708 • • 5. All electrical, phone, and cable services and lines serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat. 6. Lot 1 is proposed to access 156'h Ave SE via the existing single family driveway. Lot 2 is proposed to gain access from SE 2"' Place via single family driveway. Maximum width of single family driveways for two car garage is 16 feet. Refer to RMC 4-4-080 regarding driveway regulations. A minimum separation of 5 feet is required between driveway and the property line. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor. • • Planning: Advisory Notes; Mair Short Plat LUA14-000708 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock {9:00) a.m. and eight o'clock {8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty {30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 4. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, , supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in' any way within the area defined by the drip line of any tree to be retained. 5. The applicant shall erect and maintain six foot {6') high chain link temporary 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 every fifty feet (50') indicating the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing if less than fifty feet (SO'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are movin.g near trees. PLAN REVIEW COMMENT.UA14-000708 -----~ Application Date: June 02, 2014 Name: Mair Short Plat From: Rohini Nair Sent: Monday, July 07, 2014 1 :36 PM To: 'Cliff Williams' . Cc: Kris Sorensen Subject: RE: Mair Short Plat 156th Ave SE section Hi Cliff, Site Address: 13606 156th Ave SE Renton, WA 98059-6709 Please revise and resubmit the drainage report including the calculations. The existing conditions are to be modeled as forested conditions. Revise the description accordingly. Also, mention the drainage review type as per the Figure 1.1.2.A (page 1 10) of the 2009 Surface Water Design Manual Amendment. Core requirement No: 2 must include the description of the downstream analysis and evaluation of the upstream drainage system ( page 1 21 of the 2009 Surface Water Design Manual Amendment). Sincerely Rohini Fir;., Rev_i~W~. etii,iti.ng .Gtlliiri~11.t!il';i;!11i~lii:;:,•, ·,:/iiitl!ii::iiiili lfllll!i:':,·,'i ,i~ii'1:i::i';orf?y/fhor\,<1s •1. /1~~'430, ZQ?4·.1.cth9mas@teritonwa.gov Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit. Credit would be granted for one existing home removed. Code Related Comments: 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300 feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrants can be counted toward the requirement as long as they meet current code, including 5 inch storz fittings. Existing hydrants are adeuqate. A water availability certificate is required from King County Water District 90. 2. Fire department apparatus access roadways are adeauate as thev exist. "' · . Kri~sorensen 1 425'430-65931 ksorensen@rentonwa.gov ::;; i: ... , ,:iJL .ti·, ;\.n'ii;:,, · · .:,~'+h,J;1 '.' ·/::;,{~J.·.,:::':1 . ";:·11t,1J.1f,:.,. l1J:lfl,;,.r:\1.:,;s1r,::i:, ·' ... ,:\,]!;::,,.":!<!.';:);,-/'\ '.\ .. ·. ·~;~::t~.;, :, . "-; ./ ,, ... ·.·. ;:1:. . ,4;;-.-, . >\ . , .;:,.> · , P,ohce Review, Comments ,w,. 1,,nnil'N"'''IL , : .. ""''"''i'ln :::,:: -li'J::le!n:1',ii.,;·1i:nn1n,1nt1·1<·'.c.:·i,lnn,n,,,,,:r·•·,'•::.Cynd 1e1 Parks •I •425-430° 752 t I cparks@rentonwa;gov L .. t"''"''''" "'"'"'''''" "' !, ... ,-,.,,, .......... """"""'"'"''"JLrn,Ji\\ .. l1·11<1,Hdl!JLl .. 1,, ... !,, .. l,,,e9 .. ,.,,.,,,,;s,1r,,,,Y;,Ai,,,.•,,,J.,miJbi1J,,,!w1,u. .. , ........ " .. ,.~ .. "·,· ,. , .. , .. , .. ,, .... , ... ,m ..... , ,,.,, , .. , ,.,., ... ,. .,.,.,. . ,; Recommendations: Minimal impact on police services. ' :/i1fjfjfjl'l/1j,.:,.;!'.1i111J,i/Hidi!i;1;!:'i.1iil11JWJBJi#Hliti,ijQclfilMill!iilt1/lji]il1;;1ijlliJiilJW:'lfll!11NJIJLlfu11'Jiii1i"i;!i!J~li1~~R~ijtJill!Ji1lfi%\i§lj~~; 11'1iJ1j:l,iffiillijllJ1Jr1'l\\11ijlji18Wf1/;" \1ig;1:111~i12'14Ji ,: ,-;r\ji ;;ju;1v;. ,: ,.jp .:';Ji-L!Er' I :. ;. ,1iifiJ~i1;1;;:, < ' -, ; ,Lliz4:l:1 ; ' ' .. ,. 1:1;11rn;;:, ·. : I ·i:·i T~chn1~aJ[S~.rv1c,~ Com_m.,nt$.1~.f;fJS1_1;:r1:i1:cl11J~~;1:f,1:;:;r:'7!~~ill;!.iirJnrJW:a:r~1WH1J,,1.J:l1:::iiJ:JJ~l,~iti.«!B.QfjJMacGrn~·l:.425~_30~7a§9, I bm~c.on1e@rento.nY{a}gov The offset monument, a tack in lead, set as a witness point for the northwest corner of Tract 'a' of Evendell needs to be reset as a part of this subdivision if it is disturbs as a part of this subdivision. Note the City of Renton land use action number and land record number, LUA 14 000708 and LND 20 0603, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. The current short plat document (2 sheets) does not show the boundary between the lots to be created. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said Ran: December 29, 2014 Page 1 of 5 PLAN REVIEW COMMENT891A14-000708 _____ ,,,,,,_.., Plan -Planning Review Version 1 I August 07, 2014 l:T~hhlbiii s~rii~~s ci;,:~~~nts ', : . . ,'' . BoliMacOhlel 425:'430-7369:lbiriJc:oni~@rentonWa,gmi dedication. Talk to the Project Manager if there are questions or further information is needed. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Provide sufficient information to determine how the plat boundary was established. Include a statement of equipment and procedures used, per WAC32 130 100. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. Do not include topography and utility infrastructure as they are only part of the initial submittal requirements unless they have a direct. influence on the subdivision. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted.". Remove the building setback lines noted on the final short plat lots. Setbacks will be determined at the time that building permits are issued. The City of Renton Administrator, Public Works Department, is'the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not "CERTIFICATE' or other. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the recording numbers thereof. Bob Mac Onie 6/16/2014 Ran: December 29, 2014 Page 2 of 5 14 000708 L--$1 CityoTh PLAN REVIEW COMMENT.LIA ------~~ ~m-~@rm ;1engineermg . ey • ··· · · · · ·· · · Version 2 I December2~, .~~.~.,i orff7')(J~ (i~'air'@r'eht5\i'w~:'gov .• Ran: December 29, 2014 Page 3 of 5 PLAN REVIEW COMMENT.UA14-000708 L-=--o111_-,~-;-----=: ~---,,,,,,,...,,,,,,,,,,.-·!!l'""IR ,;..;;; Plan -Planning Review Version 2 I December 29, 2014 1E:ngineeriiig ~eview.iCorririlent!I,.,, -~. ·. < ... ,; . /: , .. ,: .... · .. · , . Hohin.i_ Nair.I 425:430-72981 rnair@rentonwa.gov Recommendations: I have completed a preliminary review for the above referenced plat proposal. The following comments are based on the application submittal made to the City of Renton by the applicant. EXISTING CONDITIONS WATER :The site is located in the Water District 90 water service area. SEWER: The site is located in the city of Renton sewer service area. There is existing 1 O" diameter sewer main on SE 2nd Place. There is no existing sewer main on 156th Ave SE frontage. STORM: There is existing stormwater vault, 96 inch diameter storm drain connected to 12 inch diameter stormwater pipe on 156th Ave SE frontage. There is existing 12 inch diameter stormwater pipe on portion of the SE 2nd Place frontage. STREETS: SE 2nd Place is a residential street with existing right of way (ROW) width of 60 feet. 156th Ave SE is a Minor Arterial with existing 60 feet right of way (ROW) width. CODE REQUIREMENTS Water 1. The proposed development is within the Water District 90's water service area. 2. Water availability certificate from the Water District 90 was provided to the City during the land use application. 3. Approved water plans from the Water District 90 must be provided during the utility construction plan review. 4. The project must meet all Fire Department requirements including hydrants and fire flow. Sanitary Sewer 1. The site is located in the City of Renton sewer service area. 2. There is existing 8 inch diameter sewer main pipe on SE 2nd Place. Due to the change in the grade 156th Ave SE frontage, sewer main is not required to be provided by this project on the 156th Ave SE frontage. 3. All lots of the short plat should be connected to City sewer. Individual side sewer must be provided to serve the individual lots. 4. The development is subject to a wastewater system development charge (SDC) fee. The SDC fee for sewer is based on the size of the domestic water to serve the houses. The sewer fee for a% inch or 1 inch meter install is $2033.00 (2014 rate). The rate at the time of issuance of the utility construction permit will be applicable. 5. The Central Plateau Interceptor Special Assessment District fee (SAD) fee will be applicable on the project. The SAD fee rate when it was established in 2009 was $351.95 plus interest per lot. As of 1211012014, the SAD fee rate per lot is $451.50 plus additional interest per day of $0.05111 . The rate that will be applicable on the issuance day of the utility construction permit will be applicable on·this project. Stormwater 1. A geotechnical recommendations prepared by Robert M Pride LLC, has been submitted for the project. The recommendation mentions that the soil underlying the proposed short plat is made of dense glacial till. The geotech engineer recommends that the soil is not suitable for onsite discharge of stormwater from impervious areas. Additional information may be required to be provided in the geodic report during the utility construction permit stage. 2. A drainage report prepared by Development Management LLC, has been submitted with the land use application. The drainage report was prepared based on the City amendment to the 2009 King County Surface Water Drainage Manual. Based on the City's flow control map, this site falls within the Flow control Duration Standard Forested site conditions area. The proposed two lot short plat does not trigger flow control facility or a water quality facility. There is no proposed disturbance on the proposed Lot 1 with the existing house. Stormwater BMP as per the Appendix C of the 2009 King County Surface Drainage Manual is required on the new lot. Drainage plans and a final drainage report based on the City adopted 2009 Surface Water Design Manual Amendment and the 2009 King County Surface Water Drainage is required to be submitted with the Construction permit. The drainage report and plans must include information of the individual lot stormwater BMPs. All stormwater requirements as per the 2009 Surface Water Design Manual Amendment and the 2009 Ran: December 29, 2014 Page 4 of 5 ~------------------------------------------------------------------ PLAN REVIEW COMMENTWJA14-000708 -----~ Plan -Planning Review Version 2 I December 29, 2014 ~"' ' '"I'~ ' ,,_.,, ~ 1// ··; l',. ·,::,.«;-_\"· i;".'I '·" i:o;_'._,,,,.: ;,;;,',Ff;,,·:;;·,,,.,,;__,.,). ·:) . .. ·.·: .. :, .. ,Engineering Review.Co~ments. ' : . ,. ,, ' : ,'''"' --···,-__ ,., :._' --__ -··-Rohinj'NairT425-430'.72981 maif@rentonwa:gov King County Surface Water Drainage Manual is required to be provided by the project. 3. A Construction Stormwater General Permit from Department of Ecology is required for projects with grading and clearing of the site exceeding one acre. This project plans do not indicate clearing and grading exceeding one acre. 4. Surface water system development (SOC) fee is $1,228.00 (2014 rate) for each new lot. The rate that is applicable at the time of utility construction permit issuance will be applicable. Transportation 1. Payment of the transportation impact fee is applicable on the single family houses at the time of building permit issuance. The current transportation impact fee rate is $1430.72 per single family house. The transportation impact fee rate is subject to change and the rate that is current at the time of building permit application will be levied, payable at issuance of building permit. 2. Street frontage improvements are required from development projects. a) 156th Ave SE -is a Minor Arterial with existing ROW width of 60 feet. The existing half street paved travel width is 22 feet on the frontage with extruded curb. The project will be required to provide 0.5 feet wide curb. gutter. 8 feet wide landscaped planter, and 5 feet wide sidewalk. The project plans include the dedication of 5.5 feet width to 156th Ave SE ROW. Corner curb radius of 35 feet is applicable. Property corner radius as per City code will be applicable. Extensions to the existing stormwater vault lids will be required to be provided by the developer to bring it up to sidewalk level. Detailed drawing of sidewalk, landscape, corner curb ramps, will be reviewed during utility construction permit. The existing retaining wall will be relocated to a minimum of 1 foot away from the back of the sidewalk and will be located outside the ROW. b) SE 2nd Place -is a residential street with existing ROW width of 60 feet. The applicant has submitted a street modification request letter to allow the existing street frontage improvements to remain on SE 2nd Place. The letter mentions that (1) the current ROW width of 60 feet meets the City's minimum ROW width required for a residential street, (2) the existing travel width is tapered from 36 feet to 32 feet which meets the City's minimum required paved width of 26 feet for residential street, (3) the planter strip located at the back of the sidewalk varies from 7 feet at the curb return to 12 feet at the east property line compared to the 8 feet City standard planter width, and (4) the constructed curb radius at the NW corner of the Mair property is 40 feet radius rather than the City standard of 35 feet radius. The applicant has mentioned that the existing improvements were recently constructed by a nearby development in 2006 and the improvements are in excellent condition. 3. The street modification request regarding keeping the existing sidewalk back of curb and the planter strip behind the sidewalk on SE 2nd Place, can be recommended for approval by staff. The corner curb radius of 35 feet is required to be provided by the developer. Two ADA compliant curb ramps are required to be provided by the developer at the intersection of 156th Ave SE and SE 2nd Place. At this stage of the project, staff does not have sufficient information to consider the impacts of allowing the existing power pole to remain. Therefore, staff cannot recommend allowing the power pole to remain. This can be reviewed at the utility construction permit stage after detailed drawing of the corner curb is reviewed. The design of the corner curb may include the removal of existing sidewalk ramp, panel, and other features. 4. Street lighting on the frontage is not required to be provided by a 2 lot residential short plat. 5. All electrical, phone, and cable services and lines serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector prior to recording the plat. 6. Lot 1 is proposed to access 156th Ave SE via the existing single family driveway. Lot 2 is proposed to gain access from SE 2nd Place via single family driveway. Maximum width of single family driveways for two car garage is 16 feet. Refer to RMC 4 4 080 regarding driveway regulations. A minimum separation of 5 feet is required between driveway and the property line. General Comments 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application, an itemized cost of construction estimate, and application fee at the counter on the sixth floor. Ran: December 29, 2014 Page 5 of 5 ..,.. ____ _,. ______ _ City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter1 on project site: 1. __ _,3=---trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 Trees in proposed public streets l:tee_sJ1:Ep1.opos-et1~re-acee.ss-eas_euJe.1:rtSlfra'cts Trees in critical areas3 and buffers Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. ____ trees trees tmes trees ---- __ _,a=---trees ---""3 ___ trees 4. Next, to determine the number of trees that must be retained4, 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'-_ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain': 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 5. 2 trees 6. ___ -1,__ __ trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. ______ inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. -------inches per tree 9. Divide line 7 by line 8 for number of replacement trees 6 : (if remainder is :5 or greater, round up to the next whole number) 9. ______ trees 1• Measured at chest height. 2. Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist. and approved by the City. a Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined In Section 4-3-050 of the Renton Municipal Code (RMC). RECEIVED •· Count only those trees to be retained outside of critical areas and buffers. 5· The City may require modification of the tree retention plan to ensure retention of the maximum -l""Of2 ·2 0 \ 4 trees per RMC 4-4-130>""-· · -· "-Inches of street trees, ir are less than 6" but are C:\Users\Clift\Deslctop\A DevManEng' EXHIBIT 8 es ottrees retae~ .Qio,li!ENTON nent requirement. PLANN\NG 01VIS\ON Retention Worksheet.doc 0 "' 0 " ' > ~lr1a1f 1 • '~, ;,_ ;~ " \,I, § • m b ;m l •> i i~ 1~11H I I >• «f __ ~\'I I I • 1-/ t:l,-I ~-: 2!~ I :51-i ::>v,,a I ! ... : t:(~;: I I 1~~: ~I:: ! I ... ~i;; i~~ "'" t I ir-· t~ ~ .• • • I hi ., e --Jo -0 .w~sg(~e-i.;z.60.oo ] lt,S?.00 N) g 3S 3AV H!99l "-~ .,_ ~· I .~i il~ ·-'lf ~!~~ 5l:lc1i ~~2 ~5 ~>l2 ~~ij~ J:; :~ :di . ~ 5 :::,"1 1:i!:-- ID ., uS.0 • ~) -~ (•,6~2.97 ;; . • '/j <,G43. ---M on~·oo _ - ~F9tA~ING5) -- EXHIBIT 9 /I ,.,.., ........... ---- • •::. :i: l: % i 1 ~ 1 ~?? Ill .. ~ R i;i:'._ l'l 1'I ~ "' N ~ -ll E85 5 -.. "'} !l ,, 1 1 ~ I .. ~ i ~ £ j-~ l c:, ."I l D....1" £ -' l ::::; .s <;::::,. ]l j D....1 tf I t ~} jJ .s l: ~ ~i I • ] "' { 1 " I ~ ~ (B~D 1· . ' ' " •. . . , M • ' '. . ~ . . -,,.,---.. -. -.- 1:_i,~-,~ -ll~,,'.~-3.~,,c~~H.LJ~f'r-=:2~ -=-I~ - EXHIBIT 10 Kris Sorensen From: Sent: To: Subject: Hi Kris, • • Debra Porter <debra@hoacommunitysolutions.com> Thursday, June 05, 2014 10:03 AM Kris Sorensen MAIR Short Plat/ LUA14-000708 / SHPL-A Please add me as a party of record to the receive information regarding the above mentioned proposed short plat. I am the community manager for Evendell, which is the HOA that has a monument sitting on the SE 2"' Pl roadway easement. . My mailing address and direct phone number are below my signature. I may also be contacted by email debra@hoacommunitysolutions.com. Regards, Debra Porter ·i>osot:i64 ' '' " ' Gig Ha.rl>or;WA.9113'3s Direct: 253-320-7608 ·· '". . .. ···- Fax: 253-313-1219 Office: 253-985-3812 (Billing, Escrow) " ~HOA 1comfltuMHt ,.; S <:) I V I I O n ,; www.hoacommunitysolutions.com This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the sender immediately if you have received this e-mail by mistake and delete this e-mail from your system. If you are not the intended recipient you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. EXHIBIT 11 Kris Sorensen From: Sent: To: Subject: Attachments: Hello Kris, • Monika Smith <kids77@hotmail.com> Thursday, June 05, 2014 9:42 AM Kris Sorensen New Home plans near Evendell New Home Development.pdf I just got the phone with you and here is the information you requested. Monika Smith 329 Yakima PL SE Renton WA, 98059 425-306-2266 cell 425-254-3847 • Please add me to your party of record for this application. The association appreciates all efforts in trying to keep the Even dell monument where it currently sits. If I can do anything to help in this matter please let me know. Thank you, Monika Smith 1 47 m >< ::t .... 0:, ~ I-' N 0 23 47 IM3S_ 1984_Web_Mercator_Auxmary_Sphere Feet lnfonnation Technology -GIS RentonMapSupport@Rentonwa.gov 12/2912014 This map is a user generated static output from an Internet mapping site a nd is for reference only. Data layers that appear on this map may or may not be accurate, current. or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION Legend C Parcels f2 Floodway • Special Flood Hazard Areas (100 ~ None 0 CityofR:ettton e Finance & IT Division - - ,------------- • ~i ~ ;!: 2 1 e' -"'-~ ! 0 ' EXHIBIT 13 • ' ,, ~~ ,. ' Ji ' ~tJi ;s~! ' ;~.~ ' :..si~ •• ' ,~ ,1 I •• I ' ~~ I "~ ,, I ' !~ 11 i i~ .... ..,_ .......... --·-----... 47 m >< ::c .... m .... -I .... ~ 0 23 47 'M3S_ 1984_Web_Mercator_Auxmary _Sphere Feet lnfonnatlon Technology -GIS RentonMapSupport@Rentonwa .gov 12/29/201 4 Thi s map is a user generated static output from an Internet mapping site and is for reference only. Data l ayers that appear on this map may or may not be accurate, current, or otherwise reliable. THIS MAP IS NOT TO BE US ED FOR NAVIGATION Legend Parcels Notes None 0 Cityof RentOfl f) Finance & IT Division • • APPROVED TREE LIST-Small, Medium, and Large In the City of Renton there is an overabundance of maple and cherry species. According to the most recent street tree inventory, maples currently comprise 35% and cherry 24% of all species. To reduce a catastrophic loss of species, experts agree that 10% or less of any species or cultivar exist within a street tree population. Because of this, planting maple or cherry trees within the right-of-way is discouraged. SMALL TREES: 30 feet in height or less ~ 0ti -•! ~ ~ .. '·c:;;_, • ·.. -. ·. -: I ->~ ~ ~ --··,Mature s read Botanical·name/.Commr oc, ~ I Q 9.o I .~0 -::5 ,_A_ce_r~LJe_ri_:_e'-a_n_uri:i ·' (q~ I' I •~ I . ~fli i Acer campestre 1 • ~ ,----· -- 1 I Acer circinatum/VineMaple ~~ ~~~ 20 ---1-· .lQ 20-25 ,irFe~t · I F;ll;,CcilorJcomments. - I yellow I orange 20 I and red I _ 30_. I yeUow __ 10 orange and red Adaptable to urban environments. Decidiuous: prefers moist, well-drair, tolerates infertile sites. Drought tolerant. --,--:------,----· Deciduous; prefers moist, rich soils; slow growing tree tolerant of air po and soil compaction; yellow fall color; cultivars available including Quee Elizabeth maple ('Evelyn') with dark green, glossy foliage. .. -,--- Deciduous; prefers moist, well-drained soils; tolerates seasonal saturati< varying soil types; drought tolerant once established; bushy shrub or sm most often multi-trunked and does well in small groups; white flowers A June. Deciduous; prefers moist, well-drained soils, but is tolerant of drought; i, multi-trunked, but can be pruned to a single stem; rounded form; fragra in .... t; ltl M ::c >< w 1 i J yellowish-white flowers in spring; cultivars are available such as 'Flame': i . . . . '1 'Embers' with differing fall colors. Select or prune for single stem; can be multi- /__Ace__r ginna~'Flame__'.f.A_mur II/la pie__ 20 20 .--'-"-d J.r:Unked . I Acer grandidentatum 'Schmidt'/ Rocky Mt. j ! Glow Maple 25+ 15 I intense 1----.. ··---------.. ·--···-----·----------·--···-···-----· ... ·-·----·-·-··----+-····"'-C•····----------···-----,---,--·,------,-----.--.. ,.,--------, I I Deciduous; prefers moist, well-drained soils, but is moderately drought I I bronze peeling bark provides year-round visual interest; often multitrunked, but i I can be trained to a single stem; slow growing; disease and pest resistant. I ~cer_gli_seuri:if.Paperbackl\llaple 25 20 I scarlet Smooth, peeling, cinnamon colored bark. H :\CE D\Data \Forms-T emplates\Self-Help Ha ndouts\Planni ng\treeslist_ march2010.doc P. 1 • December 29, 2014 Nancy Rawls Department of Transportation Renton School District 420 Park Avenue N Renton, WA 98055 Subject: Mair Short Plat LUA14-000708 • The City of Renton's Department of Community and Economic Development (CED) has received an application for a Short Plat located at 13606 SW 156'" Ave., Renton, WA 98059. Please see the enclosed Notice of Application for further details. In order to process this application, CED needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, Washington 98057 or fax to (425) 430-7300, by June 18, 2014. Elementary School: Maplewood Elementary ________________ _ Middle School: McKnight Middle School _________________ _ High School: Hazen High------------------------ Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes __ x_ No __ _ Any Comments: My answers are based on the address 13606 1561 " Ave SE-not the above address which would not be our district. ------------------- Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-6593. Sincerely, ~t b-....... ,,._ Kris Sorensen EXHIBIT 16 Edulog WebQuery • • WebQuery User Information: Address:13606156TH AVE SEEdit User Information Grade: Program: Select a School: School Name School Code MAPLEWOOD HEIGHTS ES MPL HAZEN HS HHS MEADOW CREST EARLY MCE EDUCATION MCKNIGHT MS MCK 2016 PROPOSED MCKNIGHT 2016MCK MIDDLE SCHOOL SECONDARY LEARNING CENTER SLC © Education Logistics. Inc. School Map map map map map map School Web Eligibility Site Description Eligible Eligible Eligible Eligible Eligible Eligible EXHIBIT 17 Page I of I Grades 01, 02,03, 04, 05, K2, K2A, K2P 09, 10, 11, 12, GD P4 06, 07, 08 06, 07, 08 07, 08, 09, 10, 11, 12, GD http ://busroutes.rentonschoo ls. us/edulog/we bq uery /W ebQuery RequestController?address... 12/29/2014 • • • • • • • • • • • • • !) !) • !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) !) ~ ~ ~ t ~ ~ • Drainage Report MAIR SHORT PLAT 13606156111 Ave SE Renton, WA98116 Pre13-001285 October 81 \ 2014 Revised November S'" , 2014 Prepared for: · • Andrew Michael Construction, LLC P0Box6127 Bellevue, WA 98008 206 714-7161 Prepared by: Development Management Engineers, LLC 5326 SW Manning St Seattle, WA 98116 206 714-7161 cliff@sitedme.com EXHIBIT 18 -,-----.-:-,-l '' ;:,:,,:,-,-,.,_. _-cc-, _ _., ---,-·-• Robert M. Pride, LLC April 23, 2014 Mr. Cliff Williams Andrew Michael Construction P. 0. Box 6127 Bellevue, WA 98008 Re: Geotechnical Recommendations Proposed Residential Lots . 3606.,,,1a6~venu(kSE Renton, Wlisnington Dear Mr. Williams, • Consulting Engineer This report provides geotechnical information regarding discharge of storm water on this new short plat development located on the southeast corner of SE 2nd Street and 1561h Avenue South in Renton. It is understood that two residences will be constructed on this short plat that is underlain by very dense glacial till soils. Based on my site inspection and geologic research the upper soils consist of topsoil that is underlain by dense to very dense silty sands and gravel. Field observations of these underlying soils confirmed they are not suitable for onsite discharge of storm water from impervious surface areas. It is recommended that all storm water collected on these two parcels be directed into the City storm drain system. Please call if there are any questions. Respectfully, Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (1) Addressee (1) Robert Wen:i:l rmp: Michae!Rentom Robert M. Pride, LLC 13203 Holmes Point Drive NE EXHIBIT 19 RECEIVED JUN -2 201, CITY OF RENTQt'J PLANNING DIVISIOJ::l Page 1 Kirkland, WA 98034 De_nis Law .. · ~ayor: · December 10, 2014 . : Community & Economic Development De.partn1ent · . : C.E."Chip"Vincent, Administrator CliffWilliams,c PE DevelopmentManagement Engineers, LLC 5326 SW Manning st.· Seattle, WA 98116 .. ·-. ·. SUBJECT:. "Off Hold" Notice · _·.· Mair_ Short Plat/ LUA14:ooil708 . . Dear Cliff Wiliiams: --:·· -. ·[ The Pl~nning Division of the.City of R~hton ·accepted the above master application for r~viewon June 4, 2014. During review, .staff det_ermined that additional drainage report information was· ne~ded and st~ff provided an "!)n-Hold". notice dated July 11; 20i4. The, ~ri-hold letter stated that the additional information would be needed by October 10, 2014 to proceed. You prbvided . revise'd information with the updated drainage report on October 9; 2014. Staff made an initial : ... review ofttie mate!ials and asked that.the drainage report be upaated based.on the October ii, 2014 meeting_ with staff Vo'u submitted a revised drainage report on November·6; 2014. The. submitted repo'rt reiquire·d additionai'inforination ·prior to February 20, ·2015. : · · ~-. ·-. . ,. . . You provided the :adc:litional drainage report information needed fo: continue to.· the . . Development Engineering city'staff coniact, _At this time, your pfojei:t is being taken 1'off-hold" : .and review wHI nov,proceed: Please_ contact m~ at (425) 430-6593 if you have any questions. Sincereiy, .. · , ·· · · · ~t$--"f •4 d ,,_ Kris S_oren_sen Associate Planner · _cc: Andrew Michael Construction/ Applicant Robert Mair/ Owner(s) . . . Cliff Williams/ Contact . . . . . Monika Smith, Jan Milbrath, and Debra Porter/ Party(ies) of Record . :Renton City Hall • 1055 South Grady Way • Renton, Washington 98957. • _rentonwa.gov • • • L • • • Denis Law _. Ma}'.or. · November 2i; 2014 -· Community & Econqmic Developrrient_Departmeht · . C.E."Chip"Vincent, Administrator - Cliff Williams, PE Development"Management Engineers, ~LC. 5326 SW Manning St.· --. · Seattle, WA 98116 · -SUBJECT: "On Hold" Notice Mair Short Pl_at / LUA14-000708 . . ' ' . . -. . Dear Cliff Williams: __ The Planning Division-of the City of Renton accepted the above master _application for review on •-·-June 4, ioi4. ouring review, staff determined that additional drainage report information wiis · needed _and staff provided an ;,On-Hold" notice .dated July 11; 2014. The on-hold .letter stated. • • ' • • . f '' • ' ' ~ • . • ' . . • • • , • -that the a_dditional information would be needed by October 10; 2014 to proceed. --.. · ' . ·. . .. '. ', . You provided revised infor~ation with the updated drainage report on October 9; 2014. Staff ._ made aniriitial r_eview of the_'materials and a~ked tt,atthe diairiage report be updated .based on the October 21, 2014 meeting with staff.-You submitted a revised drainage'report on November - 6, 2014c The submitted report reqLlires additional information.. . -. ' . " . . . ,, ' ' ... , . -Jh~ foUowing information' ;.:,ill need to be submitted before February-20, 2015 so that we -may continue the review of the above subje_ct application. The· be_l~w descdbed items a're needed: -Drainage report:: Please revise and· resubmit the drainage repoit:baseij,_on ·requirements -discussed with you by ttie Development Engineering reviewer . . . , . . . . . . . . . . : ' . . -•. . ' . At this time, youi project has been_ placed -"~n h~ld" p~ndlng re~eipt of, the requested . i~forinatio11. Please contactme at {425) 430-6593 if you have any quiistions. - J -' . . - Sincerely, ~t-t:, ... "~"' M.oo • Kris Sorense~ . Associate Planner-· . cc: • Andrew Michael Construc:tion / Applicant Robert Ma_ir/ Owner{s) Cliff Williams/ Contact _ _ Monika Smith, Jan Milbrath, a~d D1:bra Porter I Party{ies) of Record Renton City Hall ~ 1055 South Grady Way • Renton, Washingto~ 98057 • rentonwa.g.ov . . . Denis Law· ".Mayor. · October 23, 2ot4: Comm~~ity & Econo,;,ic Development Depart,;,ent • · · . CE."Chip"Vince~t,Administrator Cliff Williams, PE Development Management Engineers, LLC • 5326 SW Manning St. .Seattle, WA 98116 SUBJECT: "On Hold'' Notice . ··.·Mair.Short Plat/LUA14-D00708 .•. ' . D.ear CUffWilliams: . The Planning Division cif the City of Renton a·ccepted the above master application·for review on June 4, 2014: During revie.w, staff determined that.additional drainage·report, information.~as needed and staff provided an"On-Hold" notice dated July 11, 2014. Th·e on~hold .letter stated · that the additionai information ~ouldbe needed by October 10, 2014 to proceed. · · YCJU provided revised. informati~n ~ith the Lipdatei drainage report on October 9; 2014. The •information was submitted'by the October io, 2014-deadline. Staff made an initial review of the .. m~terials:Thereare two missing elements. . . . . . ' The following informa~ion .will need to be submitted.before January 21, 2014 so.that we may . continue the review of.the abo~e subject applicaticm. The belm,11 d~scribed itE{ms are ne~ded: · . Drainage report: Please -revise and resub.init the drainage report. The.re are, two missing. · · . special .requirements th~t mied to be added as·d.iscussed at the October 21, 2014 meeti~g with staff. . . . . . . . . At this time, your project has been placed· "on··hold" pending receipt bf the requested information. Please contact me at (425) 430-6593 if you have any questions .. . . . . . . Sincerely/ . ···~&~·4 • ..,,. Kris Sorensen · Associate Planner cc: • And rev., Micha~, Construction I Applicant Robert Mair/ Owner(s) . · · Cliff Williams/ Contact ·. Monika Smith, Jan Milbrath, and Debra Porter/Party(ies) of Record . Renton City 0 Hall 0 • 1055 South Grady Way • Rento~,Washing;on.98057 • renionwa.gov -·-· ·----------------- ! ·Denis Law Mayor- July 11, 2014 . Cliff Williams, PE • . Community& Economic Development Department · · 'CE."Chip"Vincent;Administrator Develcipmehi: Management Engineers, LLC .5326 SW Manning St. . Seattle·, WA 98116 SUBJECT: · .. "On'~o;d·,; Notice Mair Short Pfat / LUA14-000708 '. ·... .. ·. Dear Cliff Williams:. Th~ Planning Division ofth~ City of Renton a·ccepted the above riiaster application for re\tiew on : · June 4, 2014 .. During our-review, staff has determined that additional information is necessary in . . : order to proceed further. . . . . . --. . . . . . . The ft>llowing informado~ will ~eed to be ~ubmitt~i:l bef<Jre :october 10, 20i4 so _that we may ·_· . . continue the review cif the above· subject appHcation. The below described item is needed: . " ... ' . ' ' '• . ,, . . -· . ·, Drainage report: Ple_ase revise: and"resubmit the.drainage repcirt in.eluding thecalculations. · The existing condiiions. are to. be modeled as· forested· conditions. Revise the description ·. acccirdingly. Additionally, mention the drainage review type as pe(the' Figure 1.-1:2.A (page ._· 1:10) of the 2009 Surface Water DesignMariual Amendment. For Core re~uirement No.fit r . . , . . . . . . . . . • , . . . . . . . . ._ ,. ·must-include_ the description of the: d6wnstre_am analysis and evaluation of the. upstream drainage system (page 1-21} of the 2009$urface Water Design ManualAmendment. -- ' . ' . ' . . ' . ' . . . . ii.t this ii~e·, your project has been place.d "on hold'; pendihg. receipt of the re~uested lnformationoPlease contact meat (42Sj430'6593 if.you have any questions. -. Sincerely, . _ . . . @t-b"~ .~ .• 01',. . Kris Sorensen -Associate Planrie_r . cc:. Andrew Michael Constructit>n I App)icant. Robert Mair/ Owner(s). Cliff Williams i Contact - Mcinika Sniith, Jan Milbrath',' and Debra Porter/ Party(ies) of Record Renton City Hall • 1055 South Grady Way • Renton'. Wash_ington 98057 • rentonwa.gov lliYH!/!J/iJJ!/11 " · · ANDRE);V '~1~i-lAEL CONSTRUCTION •-wan-• .«IJ~1lill/ilBl/llllll/llll!ll)!IIJlll1/mUIIJll1/iJJJJlllli/l///llA 4713 i2sth Ave NE Bellevue. WA 98006 ~nffllil/l!IJJJll/l!J1J/~ Jan Milbrath 6524 SE 3rd St Renton. WA 98059 Monika Smith 329 Yakima Pl SE Renton, WA 98059 Robert Mair 13606 156th Ave SE Renton, WA 98056 IJIJIIJIII/JliWBIIJILIJIJlllfillIDlll1 ~tMII Debra Porter Cliff Williams PO Box 364 Development Management Engineers LLC Gig Harbor. WA 98335 5326 SW Manning St Seattle. WA 98116 RECEIPT EG00025093 • BILLING CONTACT ANDREW MICHAEL CONSTRUCTION 4713125TH AVE NE BELLEVUE, WA 98006 REFERENCE NUMBER FEE NAME LUA14-000708 PLAN • Modification Technology fee Printed On: 6/27/2014 Prepared By: Kris Sorensen TRANSACTION TYPE Fee Payment Fee Payment Transaction Date: June 27, 2014' PAYMENT METHOD :heck#2352 8heck#2352 SUB TOTAL TOTAL AMOUNT PAID $100.00 $3.00 $103.00 $1,545.00. Page 2 of2 J , City of Rln Department of Community & Economic o1lpment ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW REVIEWING DEPARTMENT: COMMUNITY SERVICES COMMENTS DUE: JUNE 18, 2014 APPLICATION NO: LUA14-000708 DATE CIRCULATED: JUNE 4, 2014 APPLICANT: Andrew Michael Construction PROJECT MANAGER: Kris Sorensen PROJECT TITLE: Mair Short Plat, SHPL-A, MOD PROJECT REVIEWER: SITE AREA: 26,866 EXISTING BLDG AREA (gross): LOCATION: 13606 SW 1S6th PROPOSED BLDG AREA (gross) SHEET SUMMARY OF PROPOSAL: Applicant proposes a 2-lot subdivision of an existing 26,866 sf parcel, retaining an existing house and associated garage on the west lot, and removal of sheds on the east lot and fill of the existing pool. The west lot would be 16,545 sf and east lot would be 9,650 sf. Access would be provided from 156th Ave SE for the west lot and from SE 2nd Pl for the east lot. The short plat requires dedication of 663 sf along 156th Ave SE. The site is zoned R-4. Density is calculated at 3.3 du/acre. Applicant also requests a street modification to allow the existing street improvements in SE 2nd Pl instead of installing new improvements that meet current code. A. ENVIRONMENTAL IMPACT /e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Linht!Glare Plants Recreation Land/Shoreline Use Utilities Animals Transnortation Environmental Health Public Services Energy/ Natural Resources Historic/Cultural Preservation Airport Environment 10,000 Feet 14 OOOFeet 8. POL/CY-RELATED COMMENTS C. CODE-RELATEDCOMMENTS ~ (?f/(d nJ) 022q~ -& ~Aa We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w ere additional informatio ,s eeded to properly assess this proposal. Signature of Director or Authorized Representative Date • 0 NOTICE OF APPLICATION A Master Appllcatlon has been filed and, accepted with the Department of Community & Economic Development (CED) -Plannlng Division of the City of Renton. The following briefly describes the application and the necessary Publlc Approvals. DATE OF NOTICE OF APPLICATION: June 4, 2014 PROJECT NAME/NUMBER: Mair Short Plat/ LUA14-000708, SH Pl-A, MOD PROJECT DESCRIPTION: Applicant proposes a 2-lot subdivision of an existing 26,866 sf parcel, retaining an existing house and associated garage on the west lot, and removal of sheds on the east lot and fill of the existing pool. The west lot would be 16,545 sf and east lot would be 9,650 sf. Access would be provided from 156th Ave SE for the west lot and from SE 2nd Pl for the east lot. The short pl.:it requires dedication of 663 sf along 156th Avt:. SE. The site is zoned .R-4. Density is calculated at 3.3 du/acre. Applicant also requests a street modification to allow the existing street Improvements in SE 2nd Pl instead of installing new improvements that meet current code. PROJECT LOCATION: 13606 SW 1561h Ave PERMITS/REVIEW REQUESTED: Short Plat-Administrative, Street Modification APPLICANT/PROJECT CONTACT PERSON: Cliff Williams, PE/Development Management Engineers, LLC/5326 SW Manning St/Seattle, WA 98116 Comments on the above application must be submitted in writing to Kris Sorensen, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on June 18, 2014 . If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at {425) 430-6593. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: JUNE 2, 2014 NOTICE OF COMPLETE APPLICATION: JUNE 4, 2014 ECEIVED JUN 131'1 " If you would like to be made a party of record to receive further information on this pr_oposed project, complete this E'"-"'" ON form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. CITY Of R ri File Name/ No.: Mair Short Plat/ LUA14-000708, SHPL-A PLANNING 0\V:',k')N NAME J)G\Y\ W\,\bffiTh MAILING ADDRESS: lo S ;l '::\ '$'i~ 3 ~ {) h. my/State/Zip: );tl'.'-:J'?V' 11:\A:: ti~ DSC/ TELEPHONE NO.: ljl./.J '){'/0':, ~l"S) J • NOTICE OF APPLICATION .. ,...,,., AooU"tlon o .. bffn ftlo<l 1nd '"'"'!d wi,o ti•• Oopa,tmonl olC.m"""'lty • ''"""mi< O.V.lopmffl! iao1-~nn1.,,,.,,,.., °'"'' etyor ... -. Tl',ofollowl .. bno~v-noe,,., ,,,, .. ,1an....,..., ....... ,. Publlo:..,,... .. 11.. DATIOfHOTICIIJIAl'OUCATIDH, """'",IOH O!ICJICT....,.1/NU ... O· ---/IU.U.O-OO<mll.~·A,..00 P,,.CJJ!CTCHC11"1JON• ... o.:.., ........ • ,..,, "OdMdon of"' .~rtlo1 lU66 JI porco( '""""'' ,n nN~n1 ho<J,. 100 mo<l•""111""' on tho wost lo<, ,nd ,......_, ol >hl01 on tho mt lot 1od 1111 al !Ill W,~n1 '°"' '""""""''-uld 04 Ll.l<S rfond outiGI_.,., bo9,1Sll1f . .1.c<,,.,..uld o,,,.,.,od!t-om 1'iOIA" S. ... !l,o """ ilu olld f,om SE 1"" ,i ... th• out loL Thi """' pl11 ,oquO,n d..tlc.ltlon ol Ml ff 1lo .. Ultl, ""' Sl. Th<""'~-11--t. ,,.,....,,,aia..1N1tJ.Jdu/..,...-,..,.,_,,...,._,,.__,.,_,t,o ........ R .. 11 ............... >,Siilncl,IIMtotdol-. .... -t,lf>al __ __ PRQIICT LOCATION, UIDI SW lSi" ..... POMrn/HllllW HC;IJESTEDt Shon .,,t-Admlnldta!~o. <t, .. , Modlftootion .lPPUc.lN'l'f""OJICT CONTACT PIUQN ClffWlilan,~ P<,/0...lop""'ot Monopmont fnflo"" U.C,/11li ~ ... , .......... StJSo•ttlo.WOIIIIO ___ ........ ,,,.._ ...................... "'""" ....... ___ , __ ., _ ... _._,.,,__......,. __ ,--.w • ....,, ... 1,i,i,._ .. ..,i-,11,~• .~ ,,.,.,, ... q .. -., ................... ~ .. -........... ,....., .. .....,... ......... ~.-· ....... -....... """'°"'tho""'~"''""'" 1t(<HI <l<»59l. Anyon, ..i,,, ,.._. .. wtl ... n '"""'°"" '"' '"'"""""''" N<On,o 1 r,,.-.,o!""',d ,.., wlO .. ..,,r~odolonjdl<l1lononthb pn,Jo<!. PlE.O.SE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENnF!CATION DArtOFAl'l'UCATION: IUN(2,JOU Norta OF COMPllTE A!'PUCATION: JUN( -4, J014 Flo-/"°"' ....,._..,.,/Wl.l<-00010l,5H"I.-A """'''-;;;;;;;;========:=;;;;;;;;;;;:::===== MA,U00lOOHSi1:, _________ C"'r/ShltJ2;i> T<L<PKCNINO: _______ _ CERTIFICATION • ., ., ' I, ')C_ V\'s SO~ . hereby certify that 'J copies of the above document were posted in _2._ conspicuous places or nearby the described property on Date: G ,/'1/ {</ Signed: ~ 0 ~ STATE OF WASHINGTON 55 COUNTY OF KING Notary (Print}: _ __,\lm~:..,\~~....,__:5'...,,_,.e,w'-""""'.a,a:"'--,,;l ____ _ My a p poi ntm ent expires.:_ ---"'~l"'l'""'""''""s:o...:i::\:::____,,e?,:,,....91....;-_.J,..,.r-?ul._3:.__ __ _ • .. 'i ..... -· Agencies • • l!llJHJl/!lllij//j/J/I/IIIIIIIIHl!J/IIJIJJJ/MmlllJ/JJlllllfflHlillllllll#/lffimb 'llllWIHllllJUIIII/JilHllf/llllllllll/llllllllllfflffllfmi~lmflilfi~IIM!lfil\MWWW-. 1\1..!!..l)]~~--~I/PX.l!~.!1.l)J!!lg- See Attached Andrew Michael Construction Applicant Robert Mair Cliff Williams See attached (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING Dated: & ., . . :\ ) ) ss ) Owner Contact 300' Surrounding property owners Notary (Print): ___ ~\ba::i.!...l~.::!.\--'P...L..1.P~UJ1.1.5.e,6.cic__ _________ _ My appointment expires: A-~~ ~ q 1 ~O l i at~'!ffll MAIR SHORT PLAT template -affidavit of service by mailing 1423JJ59012 HAGERMAN EDWARD G+DOROTHEA 13710 156th Ave SE Renton, WA 98059 1423059033 EHLERT EILEEN 15502 SE 2nd Pl Renton, WA 98059 2407900020 ABOGADO MELISSA+GINO 6569 SE 2nd Pl Renton, WA 98059 2407900050 MAI QIJUAN+LI WEIBIN 6613 SE 2nd Pl Renton, WA 98059 2407900080 TSE NIMYI 6631 SE 2nd Pl Renton, WA 98059 3664500279 OSGOODBY JR BRUCE S 6570 SE 2nd Pl Renton, WA 98059 3664500285 MILL CHARLES V+ 13434 156th Ave SE Renton, WA 98059 1463400047 JONES ROCKY D+FEMMY G GUTIO 13615 156th Ave SE Renton, WA 98059 3304300550 SUAREZ KATHERINE E 6419 SE 2nd St Renton, WA 98059 1423059112 MILBRATH JAN 6524 SE 3rd Pl Renton, WA 98059 • 1423059019 VOLKOVSKIY EUJEN 13616 156th Ave SE Renton, WA 98059 1423059043 MILBRATH JAN 6524 SE 3rd Pl Renton, WA 98059 2407900030 OPPONG JUSTICE 6601 SE 2nd Pl Renton, WA 98059 2407900060 TARBUCK DEBRA+ TOY ERIN 6619 SE 2nd Pl Renton, WA 98059 3664500270 OSGOODBY ALAN G 159 Yakima Ave SE Renton, WA 98059 3664500280 MAHAL BALRAJ S+JASWINDER K 13436 156th Ave SE Renton, WA 98059 1463400045 HALLUM VALERIE L 13609 156th Ave SE Renton, WA 98059 1463400048 MCADAMS MARY MARTIN 278 Toledo Ave SE Renton, WA 98059 3304300560 WRIGHT MATIHEW J+ALEXANDRA 6413 SE 2nd St Renton, WA 98059 ~423059022 MAIR ROBERT 13606 156th Ave SE Renton, WA 98059 2407900010 YARMALIUK VIKTOR+LILIYA 6563 SE 2nd Pl Renton, WA 98059 2407900040 HUANG MEI ZHEN 6607 SE 2nd Pl Renton, WA 98059 2407900070 JUNG SUNG M 6625 SE 2nd Pl Renton, WA 98059 3664500278 BECKMAN FRANCIS J JR 125 Yakima Ave SE Renton, WA 98059 3664500281 OSGOODBY BRUCE SHANNON 13456 156th Ave SE Renton, WA 98059 1463400046 MCADAMS MARY 6402 SE 3rd St Renton, WA 98059 1463400050 HENRY FAMILY LIVING TRUST 13707 156th Ave SE Renton, WA 98059 1423059059 HILL EDWARD J JR 13527 156th Ave SE Renton, WA 98059 Easy Peel® Labels I 4 -Bend along line to I rm;:\ A"ERV® 5 ® I Use.Avery®,,:emplate 5160® l Feed Paper -expose Pop-up Edge™ l ~ .,..v 160 l ~ JO., .~ •• •·· · • \ .. ··. : • .'.;.:. • .• :i~ :, :7,.;:',~ :· .: >.::.:;I tiE:':l1i~,~::-J!!:;;_;,_;;·,. :..:.~1:EO:::~:::"'iJI~:'~;r.n::~~;:;;,:F;::-;rzs.:::~::=· :1: ANDREW MICHAEL CONSTRUCTION Robert Mair Cliff Williams 4713 125th Ave NE 13606 156th Ave SE Development Management Engineers LLC Bellevue, WA 98006 Renton, WA 98056 5326 SW Manning St Seattle, WA 98116 Etiquettes faciles ii peler Utilisez le gabarit AVERv® 5160® I I I ) • Sens de chargement Repliez a la hachure afin de : reveler le reborcl Pop;upMC J · www.avery.com 1-800-GO-AVERY ' ' ' • Sabrina Mirante From: Sent: To: • Kris Sorensen Thursday, June OS, 2014 9:44 AM Sabrina Mirante • Subject: Attachments: NEW POR; Mair SP; LUA14-000708; FW: New Home plans near Evendell New Home Development.pd/ Hi Sabrina -Please add to POR list for 14-000708. Thanks, Kris ------··-·-------- From: Monika Smith (mailto:kids77@hotmail.com1 Sent: Thursday, June OS, 2014 9:42 AM To: Kris Sorensen Subject: New Home plans near Evendell Hello Kris, ------------·-···--·-·- I just got the phone with you and here is the information you requested. Monika Smith 329 Yakima PL SE Renton WA, 98059 425-306-2266 cell 425-254-3847 Please add me to your party of record for this application. The association appreciates all efforts in trying to keep the Evendell monument where it currently sits. If I can do anything to help in this matter please let me know. Thank you, Monika Smith 1 Sabrina Mirante From: Sent: To: Subject: Please add new POR, thanks. • Kris Sorensen Thursday, June 05, 2014 10:04 AM Sabrina Mirante FW: MAIR Short Plat/ LUA14-000708 / SHPL-A -------,----------------- From: Debra Porter [mailto:debra@hoacommunitysolutions.com1 Sent: Thursday, June 05, 2014 10:03 AM To: Kris Sorensen Subject: MAIR Short Plat / LUA14-000708 / SHPL-A Hi Kris, Please add me as a party of record to the receive information regarding the above mentioned proposed short plat. I am the community manager for Evendell, which is the HOA that has a monument sitting on the SE 2°• Pl roadway easement. My mailing address and direct phone number are below my signature. I may also be contacted by email debra@hoacommunitysolutions.com. Regards, Debra Porter :Po,Box 364 ,Gig Harbor, WA ~833~ birect: 2s3-320:16os Fax: 253-313-1219 Office: 253-985-3812 (Billing, Escrow) Ji,. ~HO·A .1C.o.m,11~nily "' M SO I V 11 0 n S www.hoacommunitysolutions.com This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the sender immediately if you have received this e-mail by mistake and delete this e-mail from your system. If you are not the intended recipient you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. 1 I I , ' I !, ' I ,, Denis Law . . Ma)'or June 4, 2014 • .Nancy.Rawls bepartinent ofTransportation . Renton School District . 420 Park Avenue N Renton, WA 98055 Subject:. Mair Short Plat LUAl.4-000708 • -. ·1 .-. . . . ·. . " . . . ---"' ' . '·- Community & EconorriicDevelopment Department . · · .' C:E,"Chip'!Vincent,Administrator . The City·of Renton's Depart~ent of Community and Economic Development (CED) has receiv.ed an application.for a Short Plat lo~ated'at 13606 SW 1561h'Ave., Renton, WA 980.59. Please see· the enclosed Notice of Application for further details.' . . . . . . . . . ' . . In order· tii, process this application, CED needs to know 'which Renton schools wo.uld be attended by children living in resi~ences at the location indicated above. Piease fill in the . ,appropriate schools on the Ii.st ,below and retu'rri this lette'r to' my atteniion, City of Renton, CED,' Planring Divisio'n; 1055 South Grady.way; Renton, Washington 98057 or fax to (425) 430-7300, by ' ' ' . Elementary School: _____ ~--"'---,---------:----,------- . Middle School: -"-------'--'------'-------'----:~------ High School: -,-,--,--'------"-',~~-----'-----~~--"---,.--- Will the schools you have in.dicated biiable ti> ha~dle the im~act of. the idctitional students esti~ated to come from the proposed development? .Yes ' No __ _ Any Comments:_'-----,------------'---,C----'--,------- . . · Thank you for providing this· impo'rtant information. If you have any que.stio.ns regard.ing this · ·. project, please contact me at (425) 430-6593. ·sincerely, . ~ . , ~t$-ra'M,• Kris'Sorensen · · Associate Planner. Renton City H~II , 1055 South Grady Way·. Renton, Washington 98057 ,' rentonwa.gov • I ' • • ' • • • • • • • • · Denis Law . ~ayor • Community & Economic Development Depaitme·nt June 4, 2014 · . CliffWillia,.;,s, PE . DevelopmeritManagement Engineers, lLC S326.SW Manriirig St .. ··. ·· · ' · Seattle;wA 98116° . . . . · · C.E."Chip"Vincent;Adminisirator. Subject: Notice of C<impl~te Applicai:ion Mair Short Plat, LUA14-000708 · . . . . •' . ' ' . ' . . . . . . . . Dear Mr. Willia,.;,s: The Planning Division of the City of Renton has determined that the subject a~plication . is complete according to sub.mittal requirements and, therefor"e, is acc~pted for·ieview ... . -. -. ' ' . : . ' . . . Yoi.J will. be notified if ariy additionaLinformation is required to continue processing.your . . ' . . -. ·, . .· . . ._ . . . . ' .. ' . -' appljcation. · · .• · Plea~e contact ll)e ~t (4:25) 430-6593 if you have any questions. Sincerely, · Kris Sorensen . Associate Planner cc: Ancf r~~ ~lch~el Cons~ructio~, LLC-/ AJ)plica·ri~ R~b"eit Mai~/Owne~(s) · · · · • • NOTICE OF APPLICATION A Master Appllcatlon has been filed and accepted with the Department of Community & Economic Development (CED) -Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: June 4, 2014 PROJECT NAME/NUMBER: Mair Short Plat/ LUA14·000708, SHPL-A, MOD PROJECT DESCRIPTION: Applicant proposes a 2-lot subdivision of an existing 26,866 sf parcel, retaining an existing house and associated garage on the west lot, and removal of sheds on the east lot and fill of the existing pool. The west lot would be 16,545 sf and east lot would be 9,650 sf. Access would be provided from 156th Ave SE for the west lot and from SE 2nd Pl for the east lot. The short plat requires dedication of 663 sf along 156th Ave SE. The site is zoned R-4. Density is calculated at 3.3 du/acre. Applicant also requests a street modification to allow the existing street Improvements in SE 2nd. Pl instead of installing new improvements that meet current code. PROJECT LOCATION: 13606 SW 156th Ave PERMITS/REVIEW REQUESTED: Short Plat-Administrative, Street Modification APPLICANT/PROJECT CONTACT PERSON: Cliff Williams, PE/Development Management Engineers, LLC/5326 SW Manning St/Seattle, WA 98116 Comments on the above applicatlon must be submitted In writing to Kris Sorensen, Associate Planner, Department of Community & Economlc Development, lOSS South Grady Way, Renton, WA 98057, by 5:00 p.m. on June 18, 2014 . If you have questions about this proposal, or wish to be ma~e a party of record and receive additional notification by mail, contact the Project Manager at {425) 430-6593. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: JUNE 2, 2014 NOTICE OF COMPLETE APPLICATION: JUNE 4, 2014 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 980S7. File Name/ No.: Mair Short Plat/ LUA14-000708, SHPL·A NAME:------------------------------------ MAILING ADDRESS: ________________ City/State/Zip: __________ _ TELEPHONE NO.: --------------- City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: NAME: ANDREW MICHAEL CONSTRUCTION, LLC MAIR SHORT PLAT ADDRESS: PO BOX6127 PROJECT/ADDRESS(S}/LOCATION AND ZIP CODE: 13606 SW 156TH AVE CITY: BELLEVUE ZIP: 98008 RENTON, WA 98059 rrELEPHONE NUMBER: 206 714-6707 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S}: 142305-9022 APPLICANT (if other than owner) EXISTING LAND USE(S}: NAME: SINGLE FAMILY RESIDENTIAL PROPOSED LAND USE(S}: COMPANY (if applicable}: SINGLE FAMILY RESIDENTIAL EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: ~LD I PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if CITY: ZIP: ~pplicable} EXISTING ZONING: TELEPHONE NUMBER: R-4 CONTACT PERSON PROPOSED ZONING (if applicable}: NAME: CLIFF WILLLIAMS, PE SITE AREA (in square feet}: 26,866 DEVELOPMENT MANAGEMENT COMPANY (if applicable}: ENGINEERS, LLC !SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 663 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ~DDRESS: 5326 SW MANNING ST., ).0 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ~ITY: SEATILE ZIP: 98116 ~CRE (if applicable} 3.3 DCf"'CI\/Cr"I TELEPHONE NUMBER AND EMAIL ADDRESS: 206 714-7161 NUMBER OF PROPOSED LOT:,{if appTicable} 2 JUN -2 2014 -s• cliff@sitedme.com NUMBER OF NEW DWELLl~!Wl'Bff~~,e'R}: 1 PLANNING DIVISION C:\Users\Bob \AppData \local\Microsoft\ Windows\ T emporarv Internet Files\Content. Outlook\U N05J403\masterapp ( 1 ).doc -1- NUMBER OF EXISTING DWELLING UNITS (1 plicable): 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): 2,500 SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 1,750 SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 0 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 720 NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): 720 NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): 0 PROJECT VALUE: 0,000 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE QUARE FOOTAGE (if applicable): NO 0 AQUIFIER PROTECTION AREA ONE 0 AQUIFIER PROTECTION AREA TWO D FLOOD HAZARD AREA D GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS & LAKES D WETLANDS sq. fl. sq. fl. sq. fl. sq. fl. s . fl. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the followina information included) SITUATE IN THE SE QUARTER OF SECTION __H_, TOWNSHIP _23_, RANGE_§£_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) '.'=;,litS .C"'-l , \NlV\:Vl-, declare under penalty of perjury under the laws of the State of Washington that I am (please check one) __ the current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. /rwr1tM d /&Ml p ( Signature of Owner/Representative~ < Date Signature of Owner/Representative STATEOFWASHINGTON) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that ~ ~ V\ L ' (j) lVJ ':j;. \ signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose mentioned in the instrument. Dated Notary Public in a ,d I the te of Washington - Notary (Print): ONq l~ VI ( /cm ~ {J] q Date Notarr PullUc 81111 or WnNngton ANGELICA VILLANUEVA My AIIPGfnlmtnt Exptm Ft, 11, 2017My ppointment expires: ___ 0_2~/_1 s-'---"{_'J,{)_11 ______ _ --C:\U sers\Bob\AppData \Local\Microsoft\ Windows\ Temporary Internet Files\Content.Outlook\ U NOSJ403\masterapp ( 1) .doc -2 - -. • Legal Description • PP ACT 39922612 MOBILE HOME LOT A OF KC BLA #L03L0013 REC #20040723900002 SD LOT LOCATED INN 1/2 OF N 1/2 OF NW 1/4 OF NW 1/4 OF SE 1/4 LESS CO RD C:\Users\Bob\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\UNOSJ403\masterapp (l).doc -3 - • · PLANNING DIVISION • WAIVE~F SUBMITTAL REQUIR~ENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED . MODIFIED GOMM ENT~: ' ' REQUIREMENTS: BY: BY: . ' Plat Name Reservation 4 Preapplication Meeting Summary 4 ' :· Public Works Approval Letter 2 Rehabilitation Plan 4 .. ··,. ,- Screening Detail 4 ShO(eiine Tracking Worksheei 4 . ' Site Plan 2 AND 4 ~trearn orLake study, sia~dard. · . /?S ' ' "-~ .:·. ·. : -'. . . . . '' Stream, or Lake Study, Supplemental 4 ' . ' ' ' '': ·' : .-.. '' - Stre<e1m oi Lake Mitigation Plan 4 ':i': . ' ' . ,: ' ,· ,, ,•.' '• ... · Street Profiles 2 ' Title.Report or Plat Certificate• .. Topography Map, Traffic' Study 2 Tree Cutting/Larid Clearing Plan 4 Urban. Design Regulations Analysis 4 Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 Wetlands Report/Delineation 4 · Wireless: Applicant Agreement Statement 2 AND, Inventory of Existing Sites 2 AND, Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND, Photosimulations 2 AND, This requirement may be waived by: 1. Property Services 2. Public Works Plan Review 3. Building 4. Planning f:<;• J ' ~ K-S ' ''' ·, ' ' ' ' ', . ' '. . I ' PROJECT NAME: f\/1.at ,...f "1.or+ DATE:-5 )-z,~ J ~ Plott.· r I RECEIVED JUN -2 2014 CITY OF RENTON PLANNING DIVISION · H:\CED\Data\forms-Templates\Self-Help Handouts\Planning\waiverofsubmittalreqs 06109 PLANNING DIVISION · WAIVE~F SUBMITTAL REQUIR.ENTS FOR LAND USE APPLICATIONS LAND USf P.E,RMrr SlJBMITTAL REQUIREMENTS: Calculations 1 . Colored Maps for Display 4 Construction Mitigati6n Description ,AND• Deed of Rigtit-of~V\fi!YPedic~tion Density Worksheet 4 Dn,1inage Control Plari 2. Drainage Report 2 Elevations, ArChiteci~ral ·, AND 4 ' -' Environmental Checklist 4 Existing qovenants {Recorded 9opy) 4 .· . · .... Existing Easements (Recorded Copy) 4 Flood Hazard Data; •. -' ''' Floor Plans 3 AND 4 Geote9hnical Report 2 AND 3 ' Grading Plan, Conceptual 2 Grading Plan, D~t~iled 2 Habitat Data Report 4 Improvement Deferral 2 Irrigation Plan 4 King County Assessor's Map Indicating Site 4 Landscape Plan, Conceptual, Landscape Plan, Detailed 4 Legal Description 4 ' - Map of Existing Site Conditions 4 Master Application Form 4 · Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs) 4 Post Office Approval, This requirement may be waived by': 1 _ Property Services 2. Public Works Plan Review 3. Building 4. Planning WAIVED MODIFIED COMMENTS: BY: BY: ,-,- I:'.:-( ' !2!fS--elk. (low'Vi (' I 11 -~ £" / _ .,. -';-. . 11 '1.V /T--f-:y • ·-·o . 17~<:, ' vc: ', ~/J/1("1/ ' . ·- ' 1Jt.,S '' ' ' PROJECTNAME, /Wlir S~= f'/•t DATE: s /20 I .. t I H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\waiverofsubmittalreqs 06/09 ' ' PREIPLICATION MEETING 'OR Mair Short Plat . 13606 156th Avenue SE PRE 13-001285 CITY OF RENTON Department of Community & Economic Development Planning Division October 3, 2013 Contact Information: Planner: Gerald Wasser, 425.430.7382 Public Works Plan Reviewer: Rohini Nair, 425.430.7298 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 · Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre-application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification andf..pj-... concurrence by official decision-makers (e.g., Hearing Examiner, Plannin~iet.~\)../\:.\J Development Services Director, Department of Community & Economic oi\:re'top~?3\4 Administrator, Public Works Administrator and City Council). ~1.)1'1 .. , f Rt:tl'tO,, Cn'i Q -'G 01.:i1s10I'< ?IJ'Nl'<I" . mergency Department DATE: TO: FROM: SUBJECT: erv1ces • MEMORANDUM 9/23/2013 12:00:00AM Gerald Wasser, Associate Planner Corey Thomas, Plan Review/Inspector (Mair Short Plat Preapplication) PREB-001285 1. The fire flow requirement for a single family home is 1,000 gpm minimum for dwellings up to 3,600 square feet (including garage and basements). If the dwelling exceeds 3,600 square feet, a minimum of 1,500 gpm fire flow would be required. A minimum of one fire hydrant is required within 300-feet of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing hydrants can be counted toward the requirement as long as they meet current code, including 5-lnch storz fittings. Existing hydrants are adeuqate. A water availability certificate is required from King County Water District 90. 2. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit. Credit would be granted for one existing home removed. 3. Fire department apparatus access roadways are adequate as they exist. /' (ft). '<.~5.;Y 'i·· Page 1 of 1 DEPARTMENT OF COMMUNITY 'AND ECONOMIC DEVELOPre'JT DATE: TO: FROM: SUBJECT: MEMORANDUM 10/1/201.3 12:00:00AM Gerald Wasser, Associate Planner Rohini Nair, Plan Reviewer (Mair Short Plat Preapplication) PREB-001285 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non-binding and may not subject to modification and/or concurrence by official city decision-makers. Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. I have completed a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. I have co"mpleted a preliminary review for the above-referenced proposal. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. WATER The certificate of water availability from Water District 90 must be provided during·land use application and confirmation of the location of a hydrant within 300 feet of the property must be provided. SANITARY SEWER 1. Sewer service shall be provided by the City of Renton. 2. The proposed lots are to be served by individual side sewers from the existing 10" diameter sewer main (project number 53148) on SE 2nd Place. 3. The development is subject to a wastewater system development charge (SOC) fee. SOC fee for sewer is based on the size of the domestic water to serve the new home on each lot. The current sewer fee for a %-inch or 1-inch meter install is $1,812.00. 4. The Central Plateau Interceptor Special Assessment District (SAD) fee of $351.95 plus interest per new sewer connection will be applicable. SURFACE WATER 1. A drainage report complying with the City adopted 2009 King County Surface Water Manual and City Amendments will be required. Based on the City's flow control map, this site falls within the Flow Control Duration Standard (Forested Site Conditions). Refer to Figure 1.1.2.A-Flow chart for determining the type of drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment. Stormwater BMPs applicable to the individual lots must be provided. The drainage report must account for all the improvements provided by the project. Stormwater improvements based on the drainage report study will be required to be provided by the developer. 2. A geotechnical report for the site is required. Information on the water table and soil permeability describingwhether the soil is suitable for infiltration, with recommendatii:ms of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer, shall be submitted with the ., . ' ' Page 1 of 2 3. Surface water system development fee is $1,120.00 for each new lot. TRANSPORTATION • • 1. Payment of the transportation impact fee is applicable on the construction of the single family houses at the time of building permit application. The current transportation impact fee rate is $717.75 per single family house. The impact fee for this type of land use will increase on January 1, 2014, to $1.430. 72 per single family house. The transportation impact fee that is current at the time of building permit application will be levied, payable at issuance of building permit. 2. Street lighting is not required for a 2-lot residential short plat. 3. Regarding 156th Ave SE: Transportation department plans for this arterial includes a three lane street with bike lanes, for a pavement width of 44 feet, 0.5-foot wide curbs, 8-foot planting strips and 5-foot sidewalks on both sides.· Storm system improvements may be needed on the frontage based on the drainage report. The existing right-of-way on 156th Ave SE is 60 feet. Right-of-way dedication and the half street improvements are required to be provided by the developer. 4. ?!...:l_n_d Place is a residential street. City streets code RMC 4-6-060 includes a right-of-way width of 53 feet. The available right-of-way width meets City standards. RMC 4-6-060 requires a 2:tfof~t.ide road, 0.5. -foot wide curbs, 8-foot wide landscaped planters, and 5-foot wide sidewalks on i::tii~ A,e SE. Storm system improvements may be needed on the frontage based on the drainage report. The half street improvements are required to be provided by the developer. 5. Are you proposing access to the two lots via individual driveways, or by a joint use driveway? Minimum separation of any individual driveway from property line is five feet. 6. For single family houses, the maximum width of single loaded garage driveways shall not exceed 9 feet l and the maximum width of double loaded garage driveways shall not exceed 16 feet. Refer to City code 4-4- 080 regarding driveway regulations. 7. Informational comment: Traffic safety guidelines include a minimum spacing of 20 feet between driveways. GENERAL COMMENTS 1. All construction or service utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. 2. All utility lines serving the site are to be undergrounded. 3. When utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, the permit application, an itemized cost of construction estimate, and application fee at the counte·r on the sixth floor. ,. Page 2 of 2 ' • DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT DATE: TO: FROM: SUBJECT: MEMORANDUM October 3, 2013 Pre-application File No. 13-001285 Gerald Wasser, Associate Planner Mair Short Plat General: We have completed a preliminary review of the pre-application forthe above- referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $100.00 plus tax, from the Finance Division on the first floor of City Hall or on line at www.rentonwa.gov Project Proposal: The subject property (APN 1423059022) is located at the southeast corner of-SE 2"' Place and 156'h Avenue SE and is addressed as 13606 155th Avenue SE. There are no mapped critical areas on the subject property. The total area of the subject site is 26,866 square feet (0.61 acre) in area and is zoned Residential -4 dwelling units per acre (R-4). The applicant is proposing to subdivide the site into 2 residential lots. Proposed Lot 1 would be 13,444 square feet and Proposed Lot 2 would be 13,422 square feet. Access to both of the proposed residential lots would be via new driveways from SE 2nd Place. Current Use: The proposed project site has an existing mobile home, detached garage, swimming pool, shed, and greenhouse all of which would be removed to accommodate the proposed subdivision project. Zoning/Density Requirements: The subject property is zoned Residential-4 dwelling units per acre (R-4). There is no minimum density in the R-4 zone and the maximum density is 4.0 dwelling units per net acre (du/ac). h:\ced\planning\current planning\preapps\1~·001285.jerry\pre013-001285, mair shpl, 2-lots, r-4.doc Mair Short Plat, PRE13-00128S Page 2 of4 October 3, 2013 • • Note: Private access easements, private roads, critical areas (wetlands, streams, slopes in excess of 40 percent), and public right-of-way dedications are deducted from the total area to determine net density. The applicant has not indicated net density calculations. However, the gross density would be 3.27du/ac which is within the R-4 density range. Should any right-of-way dedication be required the net area would be reduced and the net density would increase. A Density Worksheet would be required with a formal short plat application submittal. Development Standards: The project would be subject to RMC 4-2-llOA, "Development Standards for Single Family Zoning Designations" effective at the time of complete application. Minimum Lot Size, Width and Depth -The minimum lot size permitted in Zone R-4 is 8,000 square feet except for small lot cluster development where R-8 standards apply. Minimum lot width is 70 feet for interior lots and 80 feet for corner lots; minimum lot depth is 80 feet except for small lot cluster development where R-8 standards apply. Note: Proposed Lot 1 would be considered a corner lot. It appears that the proposed Jots shown on the submitted site plan conform to these standards, however, compliance with minimum lot size, width, and depth would be verified at the time of formal land use application and building permit review. Building Standards -The R-8 zone allows a maximum building coverage of 3S% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. The maximum impervious coverage in the R-4 zone is 55%. Building height is restricted to 30 feet. Detached accessory structures must remain below a height of 15 feet and one-story. Accessory structures are also included in building lot coverage calculations. Note: Compliance with building standard requirements would be verified at the time of building permit review. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line. The required setbacks in Zone R-8 are: Front yard -30 feet for the.primary structure. Rear yard -25 feet. Side yards -5-feet, except 15-feet for side yards along a street or access easement. Note: There appears to be adequate room for the required setbacks within the proposed lots shown on the submitted site plan, however, setbacks would be verified at the time of building permit review. Residential Design and Open Space Standards: The Residential Design and Open Space Standards contained in RMC 4-2-115 would be applicable to any new residential structures. A handout indicating the applicable guidelines and standards is enclosed. h:\ced\planning\current planning\preapps\13-001285.jerry\pre013-001285, mair shpl, 2-lots, r,4.doc \: . j Mair Short Plat, PREB-001285 Page 3 of 4 October 3, 2013 • • Access/Parking: The applicant has indicated that access to both proposed lots would be via new driveways from SE 2nd Place. Note: Driveways may be a maximum of 16 feet in width at the property line, Driveways moy be no closer than 5 feet from property lines. Two off-street parking spaces per lot are required, Landscaping: Except for critical areas, all portions of a development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought-resistant, vegetative cover. Development standards require that all . pervious areas within the property boundaries be landscaped. The minimum on-site landscape width required along street frontages is 10 feet. In addition, if there is no landscape strip within the right-of-way such as for the private street, then two ornamental trees are required in the front yard setback area of each lot. These trees would need to be planted prior to the final inspection ofthe building permit. Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements. A conceptual landscape plan would be required at the time of formal Short Plat application. Significant Tree Retention: If significant trees (greater than 6-inch caliper) would likely be removed, a tree inventory and a tree retention plan along with a tree retention worksheet shall be provided with the formal land use application. The tree retention plan must show preservation of at least 30 percent of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If staff determines that the trees cannot be retained, they may be replaced with minimum 2-inch caliper trees at a ratio of six to one. Critical Areas: There are no mapped critical areas on the subject site. Environmental Review: Short plats are categorically exempt from Environmental (SEPA) Review unless they contain critical areas. This short plat proposal is categorically exempt. Permit Requirements: Short Plat requests are processed within an estimated time frame of 6 to 8 weeks from the time that the application is accepted as complete. Note: The fee for a short plat application is $1,442.00 ($1,400.00 plus 3% Technology Surcharge Fee), Fees: In addition to the applicable building and construction fees, impact fees are required. Such fees apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The fees for 2013 are as follows: • Transportation Impact Fee -$717.75 ($1,430.72 in 2014) per new single-family house; • Park Impact Fee -$530.76 ($963.01 in 2014) per new single-family house; h:\ced\planning\current planning\preapps\13-00128S.jerry\pre013-00128S, mair shpl, 2-lots, r-4.doc Mair Short Plat, PREB-001285 Page 4 of 4 October 3, 2013 • • • Fire Impact Fee -$479.28 (will remain the same in 2014) per new single-family house; and • Renton Schools Impact Fee -$6,395.00 per new single-family house. A handout listing all of the City's Development related fees is attached for your review. Note: When formal application materials are complete, the applicant must make an appointment with the project manager, Gerald Wasser, to have one copy of the application materials pre-screened at the 6th public counter prior to submitting the complete application package. Mr. Wasser may be contacted at (425} 430-7382 or gwasser@rentonwa.gov. Expiration: Upon approv,al, short plats are valid for two years with a possible one-year extension. h:\ced\planning\current planning\preapps\13-001285.jerry\pre013-001285, mair shpl, 2-lots, r-4.doc '.• ' r:======================1 PRE13-001295 Mair Short Plat Notes None 49 0 1:586 0 24 \IVGS_ 1984_ Web _Mercator_Auxiliary _ Sphere 49 Feet CityofRenton e Finance & IT Division Legend City and County Labels City and County Boundary Other [j City or Renton Addresses 0 Parcels lnfonnatlon Technology • GIS RentonMapSupport@Rentonwa.gov 9/26/2013 This mep Is a user generated static output lrom an Internet mapping Ille and Is for reference orJy. Dala layers that appear on this map may or may not be acante, current, or otherwise 191iabte. THIS MAP IS NOT TO BE U SED FOR NAVIGATION ZONING MAP BOOK PW TECHNICAL SERVICES 0 PRINTED ON 11/13/09 TNl~II •• ..... ~ .... ...,...._. .. ._.,__..._w111111w•.,. · .... ,,.,...... .................. ....._. n... ...... .._... ... c.,......,,.,.....,.. "r-"'I Cl'J'."', ~ : < ~ n r r\ (J : • .J.~ ..... --U- \.• O 200 400 ~ IFeet 14 T23N" RSE W 1/2 1:4 ,800 5314 , • • Development M&118{JementE»gineers, LW The Developer's Engineering Advocate May 28, 2014 Development Services Division City of Renton 1055 South Grady Way, Renton, WA 98055 Attn: Kris Sorensen: Reference: MODIFICATION REQUEST -STREET STANDARD FOR SE 2ND PL MAIR SHORT PLAT PREB-001285 ANDREW MICHAEL CONSTRUCTION, LLC 13606 156TH A VE SE, RENTON, WA A modification to the Renton street standards is requested to allow retention of the existing frontage improvements on SE 2"• Place. We believe that following the street standards will detrimentally disrupt and interfere with the previously constructed utilities, including street lighting, gas main, power pole and storm drain as well as the recently constructed frontage improvements of curb and gutter, sidewalk and ramp, planter strip and street trees. Except for the sidewalk being at back of curb rather than behind the planter strip, the existing street improvements exceed the City street standards as follows: a) The ROW is 60' compared to the City standard of 53'. b) The existing travel width is tapered from 36' at the 156"' Ave interchange curb return to 32' east of the east property line compared to the city standard of26'. c) The planter strip located back of walk varies from 7' at the curb return to 12' at the east property line compared to the 8' City standard. d) The constructed curb radius at the NW corner of the Mair property is a 40' radius rather than the City 35' standard. See attached survey. As can be seen in the attached photos, the frontage improvements were constructed recently by the Evendell development in 2006. The improvements are in excellent condition and considering they exceed City standards, we believe removal and replacement of the existing improvements is not warranted. Regarding the existing curb in the NW corner, the original plans called for relocation of the power pole behind the sidewalk and construction of a 35' curb radius. It appears this design was revised with the power pole remaining in place and the curb being installed at a 40' radius. This modification request includes retaining the 40' curb radius for the proposed 156"' Ave SE improvements to tie into the existing curb and sidewalk ramp. We respectfully request approval of this modification of Renton street standards. If you have any questions, please contact me. Cliff Williams, PE 5326 S\V Manning Street, Seattle WA 98116 www.si tedrne.eorn ~ECE\VED .JUN -2 20\4 OF RENTON Cell Phone: ~M,ii;~1'1s10N Fa.x: 9'3/3-1049 ·. email: cliff@sitednmcorn .. , • ~ .~ if 1. -t!i !l! . ' I I I g;i ;, §i; i, I l' ·i l'li. ~ ,I 'I I °g ij: la is ir 1 ;111 p:,1 ~1111 it~I ti~ 1!1a;~ jJ~ --z~.'g h ;:1111;~~,,!~!,~~~!~!~,~~,~~~! ,'~;, i :l -i. il!5m I Iii!!•= I I I I I I ¢ i . -1 niu~Riu•i~O.BD80Q Oll).aee••so• • Jlll;:I 0 i u,;,, i I iH I. = r--·---. ··1 I I • i ! I • 5 --... • • MAIR SHORT PLAT 13606 156TH AVENUE SOUTHEAST 2 Single Family Residence PROJECT NARRATIVE The property is located in the East Plateau community area of Renton at the intersection of 156"' Ave SE and SE 2od Place. The proposal is to subdivide the property into two lots by retaining the existing house and garage on a new west lot and constructing a house on the new east lot. An existing swimming pool and several greenhouse type sheds located on the eastern portion of the property will be removed or filled in as part of the east lot development. Permits required: Land Use Action permit, Utility permits, and Building permits. A street standard modification approval is required for SE 2od Pl as the existing frontage improvements which do not match the City's new street standards were installed as part of the Evendell Plat completed in 2006. Zoning designation: The property is zoned Single Family Residential R-4. The surrounding area is also zoned single-family residential. Current Use: Residential single family. Special features: There are no critical areas within or near the property. The Evendell storm drain detention vault is located immediately east of the site. The vault outlet pipe is located in the SE corner of the property in an easement. The 156"' Ave SE ROW along the west property line contains three storm drain vaults. Soil Type/Drainage: The soils are dense to very dense silty sands and gravel. They are not suitable for onsite discharge of storm water from impervious surface areas. It is proposed to connect the roof drains of the proposed new house on Lot 2 to the existing City catch basin in the SE corner of the lot. The roof drains for the existing house and garage will be retained. Lot coverage restrictions (impervious area) and perforated pipe connections are proposed to mitigate developed runoff for Lot 2. Proposed use: One additional single family residences. Access: The present driveway access off 156"' Ave SE will be revised and retained for the existing house. Access to the proposed new Lot 2 is from SE 2"" PL with a new curb cut. Proposed Off-site improvements: Off-site improvements will be limited to frontage improvements along 156"' Ave SE with a tie-in to existing improvements on SE 2"' Place. These improvements include a right-of-way dedication of 5.5 feet, curb and gutter, planter strip, sidewalk, and ramp. The existing grade of 156"' Ave SE will be retained. The existing Keystone retaining wall within the ROW will be relocated to back of sidewalk on Lot 1. The relocated wall will be approximately 3 feet in height. Therefore, a building permit is not required for the wall. A monument for the Evendell Plat is located in the ROW fronting proposed Lot 2. This monument will either be removed or relocated as it interferes with the proposed Lot 2 driveway. Total estimated cost / Fair market value: Estimated construction cost for land development is $20,000; Market value (completed on new home) $550,000. Estimated quantities: On-site earth work will be limited to pool filling, building foundation excavation and driveway installation plus grading for the frontage improvements along 156"' Ave SE. Trees removed: There are three trees on the property. One tree requires removal because of construction of the new house. The Other two trees will remain. Dedication to the City: An additional 5.5 ft of Right-of-Way will be dedicated to the City of Renton at time of Final Short Plat Recording. Proposed size, number and range: There are 2 proposed lots. The western lot, Lol.._ l,.frRn1;if1€1r. 156"' Ave SE is 16,545 sq ft with 663 sq ft of ROW dedicated to the City of RentoRt!!~l'f'I Ci;,t-z, fronting SE 2od PL is 9,650 sq ft. . lob shacks, sales trailers, and model home: No proposal at this time JUN -2 21ll 4 crN Of RENTO~ PLANNING DNIS\ON \ \ • • MAIR SHORT PLAT 13606 156TH AVENUE SE 2 Single Family Residence CONSTRUCTION MITIGATION Proposed Construction Dates {begin and end dates): The existing house and detached garage located on the westerly portion of this corner lot will be retained. The eastern portion of the property will contain a second lot, Lot 2. Construction will commence in the Fall of 2014. Work will Include removal of existing sheds, infilling of the existing pool, site preparation, house construction and installation of utilities. Off-site utility connections within SE 2"" Place will cause minor disruption to traffic. Frontage improvements are limited to 156"' Ave SE and Including curb and gutter, Installation of a new catch basin and adjustment of existing storm detention grates and access MHs, 8-foot planter strip, 5-foot sidewalk,. Related on-site construction along the frontage Includes relocation of a keystone block wall. Storm drainage improvements will include connecting the downspouts from the new home to the existing City catch basin located in an easement on the property. House construction is scheduled for completion by Spring 2015. Hours and days of operation: The planned work hours are 7:00 a.m. -8:00 p.m. Monday through Friday, 9:00 a.m. -8:00 p.m. Saturday, and no work on Sunday. Proposed Hauling/ Transportation routes: Materials and labor to the site are proposed to park on site and 2nd Place SE. There is no excess grading planned for the site, earthwork will be limited to swimming poll filling and house excavation. Measures to minimize construction activities: The construction activities in the right-of-way include utility connections on SE 2nd Place and frontage Improvements along 156"' Ave SE. Disruption of traffic will be minimal as the frontage improvements border the existing travel lane. Special hours: No special hours are anticipated to complete construction. Weekend work may be necessary to be scheduled for completion; this will be kept within the City hours of construction and be determined by owner, contractor, and City of Renton. Preliminary Traffic Control Plan: Coordination with the City of Renton staff will be necessary to minimize disruption to traffic on 156"' Ave SE and SE 2"" Place. A traffic control plan will be submitted and approved prior to the pre-construction meeting with the City of Renton. This plan will be installed prior to any off-site construction activities. RECE\VED J\.JN _; 2 2\l\4 cnv Of RENTON PLANNING DIVISION City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter' on project site: 1. ---'3=---trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous2 Trees in proposed public streets Trees in proposed private access easements/tracts Trees in critical areas3 and buffers Total number of excluded trees: 3. Subtract line 2 from line 1: 2. 3. trees ----____ trees trees ----____ trees __ _,a:_ __ trees __ __,3.__ __ trees 4. Next, to determine the number of trees that must be retained 4 , 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.,___ trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4 : 5. 2 trees 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 6. ___ -1,__ __ trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. ______ inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. 9. Divide line 7 by line B for number of replacement trees6 : (if remainder is .5 or greater, round up to the next whole number) ,. Measured at chest height. 9. ------- ------- inches per tree trees 2· Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape archited, or certified arborist, and approved by the City. 3-Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (RMC). 4 Count only those trees to be retained outside of crltical areas and buffers. RECEIVED 5· The City may require modification of the tree retention plan to ensure retention of the maximum -r-of2 2G 14 trees per RMC 4-4-130H7a ' Inches of street trees, inches of trees added to crltical areas/buffers, and inches of trees retaGU™ Q!ii,lilENTON are less than 6" but are greater than 2" can be used to meet the tree replacement requirement. PLANNING DIVISION C:\Users\Cliff\Desktop\A DevMm1Eng\l New Projects\Mair\Application Docs\ShortPlatApp\TreeRetentionWorksheet.doc 12/08 · • • DENSITY WORKSHEET City of Renton Planning Division 1055 South Grady Way-Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 26.858 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 633 0 0 square feet square feet square feet 2. 633 3. 26.225 square feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. _ __,0~.6"'0"---acres 5. Number of dwelling units or lots planned: 5. __ __.,2,___ units/lots 6. Divide line 5 by line 4 for net density: 6. 3.3 = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodwa~." Critical areas buffers are not deducted/excluded. RECE\VEU ** Alleys (public or private) do not have to be excluded. JUN -2 20\4 C:\Users\Cliff\Desktop\A DevManEng\1 New Projects\Mair\Application Docs\ShortPlatApp\density.doc 03/08 CITY OF RENTQ"' PLANNING OIVISIOl'j . , • I • ZONING MAP BOOK PW TECHNICAL SERVICES PRINTED ON 11/13/09 .... -.......... _ .. _ .... ,. .. -..,.. .. __ ...,_,.~-d ... ... ___ ........... _ --i.-............. _ .... r.-: ·:.:·'·c_i11,;.r ~ qi, · · P,~inlrJ: 'fit f,:e:1 ·-~-..... ·-.... ' '-'-S:..:y .,.__..- G7 -23 T23N RSE W 1/2 D 2DD 4DD 1-W I Feel 1:4,800 RECEBl70 14 T23~ R!~EW~'h CITY OF REflijQN PLANNIN Robert M. Pride, LLC • April 23, 2014 Mr. Cliff Williams Andrew Michael Construction P. 0. Box 6127 Bellevue, WA 98008 Re: Geotechnical Recommendations Proposed Residential Lots 13606 156th Avenue SE Renton, Washington Dear Mr. Williams, • This report provides geotechnical information regarding discharge of storm water on this new short plat development located on the southeast corner of SE 2nd Street and 1561h Avenue South in Renton. It is understood that two residences will be constructed on this short plat that is underlain by very dense glacial till soils. Based on my site inspection and geologic research the upper soils consist of topsoil that is underlain by dense to very dense silty sands and gravel. Field observations of these underlying soils confirmed they are not suitable for onsite discharge of storm water from impervious surface areas. It is recommended that all storm water collected on these two parcels be directed into the City storm drain system. Please call if there are any questions. Respectfully, Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (1) Addressee (1) Robert Wenzl rmp: Michae!Renton1 Robert M. Pride, LLC 13203 Holmes Point Drive NE RECEIVED JUN -2 20\~. CITY OF RENT9\'J, PLANNING DIVIS1qtl Page 1 Kirkland, WA 98034 .. • Drainage Memo MAIR SHORT PLAT 13606 15 6TH Ave SE Renton, WA 98116 PrelJ-001285 May 15 1 \ 2014 Prepared for: • Andrew Michael Construction, LLC PO Box6127 Bellevue, WA 98008 206 714-7161 Prepared by: Development Management Engineers, LLC 5326 SW Manning St Seattle, WA 98116 206 714-7161 cliff@sitedme.com RECEIVED JUN -2 2014 CITY OF RENTOt-:1. PLANNING DIVISION • • Introduction This drainage review is for the Mair 2-lot short plat located at 156th Ave SE and SE 2nd PL in the Eastern Plateau community planning area of the City of Renton. It is proposed to subdivide the 26,866 square foot property into two lots. The existing house and detached garage will remain on the proposed western Lot 1, (16,545 sq ft) which fronts 156th Ave SE. The new Lot 2, (9,650 sq ft) will front onto SE 2nd PL. It is proposed to retain the recently constructed frontage improvements along SE 2nd PL. New frontage improvements consisting of curb and gutter, an 8-foot planter strip and 5- foot sidewalk and a new catch basin are proposed for 156th Ave SE. These improvements will be connected to the SE 2nd PL improvements at the existing sidewalk ramp. Overview The property contains an existing house and detached garage, a large paved patio area surrounding a swimming pool, a gazebo and several outbuildings including sheds and greenhouse, a gravel area plus a large lawn area and 3 significant trees. The property sheet flows from the NE to the SW corner. Surface runoff from the site flows down the driveway and enters a catch basin in 1561h Ave SE about 110' southwest of the property. Flow then enters a 12" public storm drain and continues south. An Evendell storm detention vault is located immediately East of the property. A storm drain and a 10' deep catch basin crossing the SE corner of the site carries the vault outflow. Roof drains from the proposed new house will be connected to this catch basin with a 6" perforated pipe to allow for infiltration. A portion of the proposed new driveway will flow to SE 2nd PL and be collected in an existing catch basin near the west side of Lot 2. Flow from this catch basin discharges to the above mentioned Evendell storm detention vault. The remainder of the driveway runoff will be collected in a catch basin and discharged to the existing catch basin in the SE corner of the site. The storm drain between these two catch basins will include sections of perforated pipe. Conditions and Requirements Summary The project consists of creating 2 lots by short plat, retaining an existing single-family residences and detached garage on new Lot 1 and constructing a new house on Lot 2 after filling an existing swimming pool and removing sheds and one tree. The project will comply with the City of Renton short plat and storm drainage and utility construction requirements. Core Requirement No. 1: Discharge at Natural Location The present property has a single discharge point to 156th Ave SE at the SW corner. The surface runoff flows to the paved shoulder entering a catch basin and public storm drain system approximately 110' south of the property. Runoff from proposed Lot 1 will continue to discharge to the 156th Ave SE public storm drain but be collected in a new catch basin located at the south property line. • • • Roof and driveway drainage for the new Lot 2 will connect to an existing public catch basin located in a drainage easement in the SE corner of the lot. A small portion of the driveway runoff will flow to a City catch basin in SE 2nd PL which discharges to the Evendell detention vault. The vault outfall discharges to the SE corner public catch basin mentioned above and connects to the public storm drain system in 156th Ave SE. Core Requirement No. 2: Offsite Analysis The upstream areas surrounding property to the north and east are developed with single family housing, road frontage improvements and storm drainage systems including detention facilities. Runoff from the development will connect to the existing storm drain system. There does not appear to be any overtopping or erosion within the public storm drainage system. Core Requirement No. 3: Flow Control The site falls within the City of Renton Flow Control Duration Standard (Forested Site Conditions). Including the required frontage improvements on 156th Ave SE which results in a reduction of existing impervious area, development of the site reduces the combined imperious area by 905 square feet. The bulk of the reduction will be on Lot 2 where several sheds will be removed and a patio and pool and large gravel area will be replaced with landscaping. See the attached Land Use Area Table. The existing pavement on 156th Ave SE extends approximately 28.5' east of the center line. With the proposed frontage improvements, the half-street pavement width will be 22'. Considering the 0.5' curb and 5' sidewalk, the new impervious width will be 27.5' or 1' less than existing. Therefore, constructing the frontage improvements will have the effect of reducing the impervious area along 156th Ave SE by approximately 140 square feet. The existing impervious area on Lot 2 is approximately 3,300 sq. ft. Existing improvements will be removed including a large gravel area. The new house and driveway are expected to be approximately 2,600 sq. ft. Therefore, the proposed development will reduce the imperious area by about 700 square feet. Since this reduction is less than the 5,000 square feet threshold, the project is exempt from storm water detention or water quality. A Restrictive Covenant will be provided to limit the impervious areas. Core Requirement No. 4: Conveyance System There are three existing detention vaults buried in the 156th Ave SE pavement fronting the property. Access Manholes, vents and grates will be raised, as needed to accommodate the proposed 8' planter strip. The vault located in the NW corner includes three large grates which receive surface runoff. Raising these grates in the planter strip would prevent street runoff from entering the vault. This vault was installed before construction of 2"d Pl SE. It appears that the new catch basins installed at the intersection by the Evendell development now collect the street runoff that would .. • • normally flow to this vault. Therefore, the actual tributary area to the grates is minimal. During project design, we will discuss with the City the need for providing open grates and/or a new catch basin connected to the existing vault. The only new public storm drainage facility installed for this project is the proposed new catch basin at the SW corner of the property. The new basin will serve to intercept and capture surface runoff from 156th Ave SE and discharge it to the public storm system about 110' upstream of its present collection catch basin. Runoff from the new improvements on Lot 2 will be connected to the existing City catch basin in the SE corner of the lot. Core Requirement No. 5: Erosion and Sediment Control Typical erosion control measures based on Best Management Practices will be shown on the engineered plans when submitted for the utility and roadway improvement permit. The site is currently fully developed with landscaping, a paved driveway and patio, a swimming pool, a house and detached garage and out buildings. Required erosion control measures are expected to be minimal as there is limited disturbance anticipated. Core Requirement No. 6: Maintenance and Operation An operations and maintenance of the perforated pipe connection for Lot 2 will be included within the Covenants. Core Requirement No. 7: Financial Guarantees and Liability Financial Guarantees may be required for frontage improvements. Core Requirement No. 8: Water Quality As discussed in Core Requirement No. 3, this project is exempt from water quality control requirements. Special Reports and Studies A Geotechnical evaluation of the property is attached to this memo. Other Permits A building permit will be required for the new house on Lot 2, as well as a right of way permit to construct the curb and gutter, planter strip, sidewalk and utility connections to the water and sewer and existing public storm system. • • • Mair Short Plat Land Use Area Table (sq. ft.) Including 156th Ave SE improvements from Curb Face to PL Existing Proposed Summary Pervlous 16646 Pervious 17551 Impervious 11340 Impervious 10435 Total 27986 27986 Lot 1 Area 17208 Lot 1 Area 16545 Pervious Pervious Landscape 10198 Landscape 9588 Impervious Impervious Pavement Pavement Sidewalk/stairs 386 Sidewalk/stairs 386 Driveway 2320 Driveway 2232 Patio & Pool 1334 Patio 1264 Gravel 130 Gravel 130 Retaining Wall 0 Retaining Wall 105 Buildings Buildings House 1790 House 1790 Deck 310 Deck 310 Garage 740 Garage 740 Total Imp. 7010 6957 Lot 2 Area 9650 Lot 2 Area 9650 Pervious Pervious Landscape 6344 Landscape 7050 Impervious Impervious Pavement Pavement Sidewalk 172 Driveway 600 Patio & Pool 475 Gravel drive 1924 Buildings Buildings Sheds 660 House 2000 Gazebo 75 Total Imp. 3306 2600 156th Ave Area 1128 156th Ave Area 1791 Pervious Pervious Landscaping 104 Landscaping 913 Impervious Impervious Pavement & RT Wall 1024 Pavement 878 T Robert M. Pride, LLC • April 23, 2014 Mr. Cliff Williams Andrew Michael Construction P. 0. Box 6127 Bellevue, WA 98008 Re: Geotechnical Recommendations Proposed Residential Lots 13606 156'h Avenue SE Renton, Washington Dear Mr. Williams, • Consulting Engineer This report provides geotechnical information regarding discharge of storm water on this new short plat development located on the southeast corner of SE 2"d Street and 156'h Avenue South in Renton. It is understood that two residences will be constructed on this short plat that is underlain by very dense glacial till soils. Based on my site inspection and geologic research the upper soils consist of topsoil that is underlain by dense to very dense silty sands and gravel. Field observations of these underlying soils confirmed they are not suitable for onsite discharge of storm water from impervious surface areas. It is recommended that all storm water collected on these two parcels be directed into the City storm drain system. Please call if there are any questions. Respectfully, Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (1) Addressee (1) Robert Wenzl rmp: Michae!Rentom Robert M. Pride, LLC 13203 Holmes Point Drive NE Page 1 Kirkland, WA 98034 First American Title 1. (WA) Commitment 1 • :.:i..¥0 First American King County Title Team Two • First American T1tle Insurance Company 818 Stewart St, Ste BOO Seattle, WA 98101 Phn -(206)728-0400 (800)826-7718 Fax- 818 stewart St, Ste. 800, Seattle, WA 98101 Fax No. (866) 561-3729 LaVonne Bowman (206) 336-0728 lavbowman@firstam.com Peter Child (206) 336-0726 pchikl@firstam.com Kelly Cornwall (206) 336-0725 kcornwall@flrstam.com To: Vineyards Construction PO BOX6127 Bellevue, WA 98008 Attn: Bob Wenzl Re: Property Address: 13606 156th Ave SE, Renton, WA 98059 COMMITMENT FOR TITLE INSURANCE Issued by Curtis Goodman Municipality Title Officer (206) 615-3069 cgoodman@ftrstam.com Kathy J Turner (206) 336-0724 ktumer@firstam.com File No.: 4209-2154099 Your Ref No.: FIRST AMERICAN TITLE INSURANCE COMPANY Agreement to Issue Policy We agree to issue a policy to you according to the terms of this Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effectve as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B-1. The General Exceptions and Exceptions in Schedule B-11. The Conditions. This Commitment is not valid without Schedule A and Section I and II of Schedule B. RECE\VED JUN-2 2\l\4 First AmerlciJn rttte c\'T'I Of nEN"CON First American Title Pl.A First American Title • Form No. 1068-2 AL TA Plain Language Commitment First American Title Insurance Company /J(I;!/~~ LaVonne Bowman, Title Officer First American Title First American Title • Commitment No.: 4209-2154099 Page 2 of 10 First American Title • Form No. 1068-2 ALTA Plain Language Commitment SCHEDULE A 1. Commitment Date: September 11, 2013 at 7:30 A.M. 2. Policy or Policies to be issued: Homeowners Rate with 5% Online ntle Order Discount AMOUNT Standard Owner's Policy $ 200,000.00 $ Proposed Insured: • Commitment No.: 4209-2154099 Page 3 of 10 PREMIUM TAX 599.00 $ Vineyards Construction LLC, a Washington limited liability company 56.91 Simultaneous Issue Rate ALTA Extended Loan Policy Proposed Insured: $ To Follow $ To Follow $ To Follow To Follow 3. (A) The estate or interest in the land described in this Commitment is: Fee Simple (B) Title to said estate-or interest at the date hereof is vested in: Robert A. Mair and Clyderae Mair, husband and wife 4. The land referred to in this Commitment is described as follows: Real property in the County of King, State of Washington, described as follows: The land referred to in this report is described in Exhibit A attached hereto. F;rst American ntte First American Title First American Title • Form No. 106&2 ALTA Plain Language Commitment SCHEDULE B SECTION I REQUIREMENTS The following requirements must be met: • Commitment No.: 4209-2154099 Page 4 of 10 (AJ Pay the agreed amounts for the interest in the land and/or the mortgage to be Insured. (BJ Pay us the premiums, fees and charges for the policy. (C) Documents satisfactory to us creating the interest in the land and/or the mortgage to be insured must be signed, delivered and recorded: (DJ You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions. (EJ Releases(sJ or Reconveyance(sJ of Item(sJ: (F) Other: (GJ You must give us the following information: PART ONE: 1. Any off record leases, surveys, etc. 2. Statement(s) of Identity, all parties. 3. Other: SCHEDULE B SECTION II GENERAL EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 8. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. E. (A) Unpatented mining claims; (8) Reservations or exceptions in patents or in Acts authorizing the issuance thereof; (C) Water rights, claims or title to water; whether or not the matters excepted under (A), (BJ or (C) are shown by the public records; (D) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor or materials or medical assistance heretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the escrow or interest or mortgage(s) thereon covered by this Commitment. Rrst American Title First American Title First American Title • Form No. 1068-2 ALTA Plain Language Commitment PART TWO: SCHEDULE B SECTION II EXCEPTIONS • Commibl'lent No.: 4209-2154099 Page 5 of 10 Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. The printed exceptions and exclusions from the coverage of the policy or policies are available from the office which issued this Commitment. Copies of the policy forms should be read. 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Renton is at 1,78 %. Levy/Area Code: 2143 2. Delinquent General Taxes for the year 2013 . The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 142305-9022-07 1st Half Amount Billed: $ 1,290.89 Amount Paid: $ 0.00 Amount Due: $ 1,290.89, plus interest and penalty 2nd Half Amount Billed: $ 1,290.88 Amount Paid: $ 0.00 Amount Due: $ 1,290.88, plus interest and penalty Assessed Land Value: $ 117,000.00 Assessed Improvement Value: $ 63,000.00 3. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Recording Information: Robert A. Mair and Clyderae Mair, husband and wife Washington State Employees Credit Union Trustee Services, Inc. $50,000.00 October 12, 2004 20041012002680 Note: This Deed of Trust contains Line of Credit privileges. If the current balance owing on said obligation is to be paid in full in the forthcoming transaction, confirmation should be made that the beneficiary will issue a proper request for full reconveyance. 4. Terms, conditions, provisions and stipulations of the Operating Agreement of Vineyards Construction LLC. According to said Agreement dated May 09, 2002, Robert P. Wenzl is/are the manager(s) thereof. Any amendments to said Agreement must be submitted. Any conveyance or encumbrance of the property must be executed by said manager(s) as provided for therein, subject to said amendments, if any. 5. Easement, including terms and provisions contained therein: Recording Information: 7507170567 In Favor of: King County Water District Number 90, a Municipal Corporation For: Water and Sewer Mains with necessary appurtenances First American Title First American Title First American Title • • Form No. 1068-2 Commitment No.: 4209-2154099 Page 6 of 10 ALTA Plain Language Commitment 6. Easement, including terms and provisions contained therein: 7. 8. 9. 10. Recording Information: 7507170570 In Favor of: King County Water District Number 90, a Municipal Corporation For: Water and Sewer Mains with necessary appurtenances Modification and/or amendment by instrument: Recording Information: 20040629000160 Easement, including terms and provisions contained therein: Recording Information: 9502230476 In Favor of: Puget Sound Power & Light Company, a Washington Corporation For: Electric Transmission and/or Distribution Lines Conditions, notes, easements, provisions contained and/or delineated on the face of the Suivey No. Dowl Engineers File #101-09, under Recording No. 9508099008 , in King, Washington. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revisions): Recorded: Recording Information: July 23, 2004 20040723900002 Easement, including terms and provisions contained therein: Recording Information: 20040726002412 In Favor of: For: SB! Developing, LLC Constructing, reconstructing, installing, enlarging, operating, maintaining, repairing and replacing an underground storm drainage pipe and associated appurtenances 11. The terms and provisions contained in the document entitled "Declaration of Easement" Recorded: July 07, 2005 Recording No.: 20050707000726 12. Easement, including terms and provisions contained therein: Recording Information: 20050707000727 In Favor of: King County, a political subdivision For: Drainage easement First Americiln ntle First American Title ' I First American Title • Form No. 106&2 ALTA Plain language Commitment INFORMATIONAL NOTES • Commitment No.: 4209-2154099 Page 7 of 10 A. Potential charges, for the King County Sewage Treatment capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County may be subject to the King County Sewage Treatment capacity Charges. B. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to wmply may result in rejection of the document by the recorder. C. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made u~on it. D. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. PARCEL A, BLA NO. L03L0013, REC. 20040723900002, KING COUNTY APN: 142305-9022-07 E. All matters regarding extended coverage have been cleared for mortgagee's policy. The coverage contemplated by this paragraph will not be afforded in any forthcoming owner's standard coverage policy to be issued. F. Manufactured Home Title Elimination Application recorded under Recording No. 20010919001892, which recites that a manufactured (mobile) home is affixed to said premises. The forthcoming Mortgagee's Policy will include an ALTA 7-06 or ALTA 7.1-06 Endorsement. G. The following deeds affecting the property herein described have been recorded within 36 months of the effective date of this commitment: NONE · Property Address: 13606 156th Ave SE, Renton, WA 98059 NOTE: The forthcoming Mortgagee's Policy will be the ALTA 2006 Policy unless otherwise noted on Schedule A herein. NOTE: We find no judgments or Federal tax liens against the vestee herein, unless otherwise shown as a numbered exception above. NOTE: A FEE WILL BE CHARGED UPON THE CANCELLATION OF THIS COMMITMENT PURSUANT TO WASHINGTON STATE INSURANCE CODE AND THE FILED RATE SCHEDULE OF THIS COMPANY. First American Title First American Title First American Title • • Form No. 1068·2 Commitment No.: 4209-2154099 ALTA Plain Language Commitment CONDITIONS 1. DEFINITIONS (a)"Mortgage" means mortgage, deed of trust or other security instrument. Page 8 of 10 (b)"Public Records" means title records that give constructive notice of matters affecting the title according to the state law where the land is located. 2. LATER DEFECTS The Exceptions In Schedule B -Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attached between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B -Section I are met. We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: comply with the Requirements shown in Schedule B -Section I or eliminate with our written consent any Exceptions shown in· Schedule B -Section II. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this commitment and is subject to its terms. cc: Vineyards Construction LLC cc: Robert Mair First Ameriam Title First American Title : First American Title • Fonn No. 1068·2 ALTA Plain Language Commitment . ~ ("• . ~ ... w.. I -~ First American ~ I First American Title --""' Privacy Information • Commitment No.: 4209-2154099 Page 9 of 10 First American Title Insurance Company 818 Stewart St, Ste 800 Seattle, WA 98101 Phn • (206)728-0400 (800)826-7718 Fax· We Are committed to S.steguardlng customer Information In order to better serve your needs now and In the future, we IT\IIY ask you to provide us with certain information. We underttand that you may be concerned abollt what we wm do with suc:h infonnatlon -particularly any perso,1al or llnandal iflfomiation. We agree that you have a right to know how we will utJI~ the personal Information you provicie to us. Therefore, together with our subsidiaries we have ~pted this Privacy Policy to~ the use and l\andling of your pe=iil lnfomwition. Applia,blllty This PrWacy Policy governs our use of the Information that you provlcle to us. It does not govern the manner in whic:h we may use Information we have obtained from any other source, such il:S lnfonnatloo obtained from a public record or from another~ or entity. First Ameriam has also adopted broader guideliries that govern our use of personal lnrormatlon ~rdless of lts soui=. First American calls these guidelines its Fair lnformatOl'1 values. Types of Infonnatlon Depending upon which of our services you are utilizing, the types of nonpublic personal Information that we may collect Include: • Information we receive from you on appUc:ations, forms and In other communic.atJons to us, whether In writin;, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • lnformatk)n we receive from a consumer ~rtlng agency. Use of Information We request information from you for our own legitimate buslness purposes and not for the benefit of any nonaffillated party. Therefore, we will not ~se your Information to nonaffiliated pa/ties eiccept: (1) as necessary for us to provide the product or servtt you have requested of us; or {2) as permitted by law. We may, however, store such information ll'ldef1nitely, lncludin51 the period after which any customer relationship has ceased. Such Information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide al of the types of nonpublic personal lnformatlon listed above to one or more of our affiliated companies. Such affiliated companles lndude financiill service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies Involved in real estate services, such as appralsal companies, home warranty companies and escrow companies. Furtheimore, we may also provide all the lnformatkln we colle:t, as described above, to companies that perform mar\<.eting servlces on our behalf, on behalf of our affiHated companies or to other financial instluoons with whom we or our affi~ed companies have )()int markebng ;,grecments. Former Customer$ Even if you are no kJn9er our customer, our Privacy Polity wnt continue to apply to )QI. confidentiilllty and Security we wm use our best efforts to ensure that no unauthorized parties have access to any of your lnformabon. we ~ aa:ess to nonpublic per50nat information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accoruance with this Privacy Polley and First American's Fair Information Values. We airrently maintain physical, electronic, and procedural safeguards that comp(y wlth federal regulations to guard your nonpublic personal Information. Information Obtained Through Our Web Site First American Flnanclal corporation is sensitive to privacy Issues on the Internet. We believe It Is Important you know how we treat the Information about you we receive on the internet. In general, you can visit first Arneril::an or Its affiliates' Web sites on the World Wide Web wthout telling us who you are or reveaUng any information about yourself. Our Web servers coUect the domain names, not the e-mail addresses, of visitors. This Information Is agg~ated to measure the number of visits, average time spent on the site, pages viewed and similar lnfOfflllbon. First American uses this information to measure the use of our site and to develop Ide.as to Improve the content of our site. There are times, however, when we may need Information from you, such as your name and email address. When Information is needed, we w"I use our best efforts to let you know at the time of collection how we w\11 use the personal information. Usually, the personal information we collect Is used only by us to respond to your Inquiry, process an ori:ler or allow you to access specific accounlJpn:tile Information. If you choose to share any per!iOIIIII informatk)n with us, we wil only use It in accordance with the policies outlined above. Business Relationships First American financial COrporation's site and its affiliates' sites may contain lmks to other Web sites.. Wl'ille we try to hnk only to sites that shall! our high standards and respect for prt.,ac:y, we are not responsible for the content or the privacy practtts employed by other sites. cookies Some r;l Fii.t Amerlr;an's Web sites may make use of 'cookie" technology to measure site activity and to custom!ie Information to your personal tastes. A cookie Is an eeffient of data that a Web site can send to your browser, which may then store the cookie on your hard dlive. ~ uses stored cookies. The goal of this technology \s to better serve you when visiting our site, saYe you trme when you are here and to provide you with a more meaningful and productive Web site experience. Fair Information Values Falmess we consider consumer expectatOns about their privacy in a!I our businesses. We only offer products and services that assure a favorable balance betwee1 consumer-benefits and consun'le" privacy. Publlc Record We believe that an open public rl!Cl)rd creates significant value for society, enhances consumer choice and creates consumer opportunity. We actively support an open public record and emphasize its Importance and contlibubon to our economy. Use We bebeve we should behave responsibly when we use Information about a consumer in our buslriess. We· will obey the laws govemlng the collection, use and dissemination of data Accuracy we will take reasonable steps to help assure the accuracy of the data we collect, use and disseminate. Where possible, we will take reasonable steps to correct inacaJrate Information. When, as with the public: record, we cannot correct inai:curate information, we will take all reasonable steps to assist consumers in Identifying the source of the ermneous data so that the consumer can secute the required corrections. · · Education We endeavor to educate the users of our products and services, our employees and other5 In our industry about the importance d consumer privacy. We win instruct our employt'es on our fair informabon values and on the responsible collection and use of data. We will encourage others in our industry to collect and use Information in a responsible manner. Sea.ntty We wm maintain appropriate facilities and systems to protect against unauthorized access to and corn,pt;on of~ data we maintain. Form SO-PRIVACY (8/1/09) Page 1 of 1 Privacy Information (2001-2010 First American Flnandal Corporation) First American Title First American Title First American Title • ALTA Plain Language Commitment • Commitment No.: 4209-2154099 Page 10 of 10 FIRST AMERICAN TITLE INSURANCE COMPANY Exhibit "A" Vested Owner: Robert A. Mair and Clyderae Mair, husband and wife Real property in the County of King, State of Washington, described as follows: PARCEL A OF BOUNDARY LINE ADJUSTMENT NUMBER L03L0013 RECORDED JULY 23, 2004 UNDER RECORDING NUMBER 20040723900002, IN THE OFFICIAL RECORDS OF KING COUNTY, WASHINGTON. Tax Parcel Number: 142305·9022·07 Situs Address: 13606 156th Ave SE, Renton, WA 98059 First American Title First American Title I' First American Title 2, Map-Customer -'• ,.,., ;: ~ '" ". ' t l First American Title 11·0: l',:·t~ ~ • • ., '3'$ 3AV 'HJ.951 I ,o-:Q-~ ! ..:;='-~~ ~~·~t'l - ' f:ZQZ Cll "O ,·-,,,S·C"s,-:rlm--,--,,;,,,-,---,·~l··,-----,,,,.c,s.,a;,--,,,-.,,,a,---,,,,.•·•s.c,---,--,--,,_,o,,c,-.,c,c,---r,-.,a,c.,.a,.c .. s,.-•.,a·a,.c,--'r-":"" ~ ·~ I ~ .-...... ~ ~ .,,_ fi '< :;:! . ii ~ ~ 57( ~-~3i ~8 ~:8 ~ l• ii ' t1 i ,, ,. § ' • • ~ .. • First American Title 3. Vesting_8912260789 • TRANSAMERICA·. l Tm.F. INSURANCE FII.EO FOR 111:COIID AT REoutS.T OP • T1~1b:111,.,,;., ... Tnl,· lnu1r.m.:,· l~1111p,111)' DEC 28 1989 106015 • .:ECrEC tf1SHSL ::.co ·r••·•7.uei ~~'I : Statutory Warranty Deed THE ORANTOR ;' flll'WM~e~of nN CClLlARS ($10:00) and all other go:::d am valuable cc,nsideration ; i.Qlludpold,-,....twa""."'1-to RCBtFn' A. /l'AJR ilJld Q,YDtl,AE M.\IR, husband and Wife ~ 1h11 lollo,ria1 dac:rll'l'd nal oslalla, Mm"'!' h1 lho C.ISll!y af King ,S111t,,C>l'Waohi,,sloll: ~ THE 10ml \ CF 'ffl& mmf \ CF 'ffl& HCR!'!Hm \ CE' THE ~ \ CF nl£ SCVfflF.AST -\ CF SEtTIW U, t:oimship 23 N:R'ffi, RAta 5 f'.ASI', W.M.: EXCEPr THE WEST 30 Ff.ET Cl'.:fflE'r'ID 'ro KI~ CQ.WN IN OEE:D RErolDED t1NDER REXX.mlr.l:. m. t094243i · SI'lUllT£ IN 1'ff& CD.Jfl"i ~ KIN., STA'!£ CF \OOHINGION. 'l"CX2l1D WITH fixture Qf 1975 SUdf Gax3' MJbile Hcr.e, Serial lb. S248 b:,gether with au app.i..rten,ance thereunto. st.m.JfX:T 'l'O: l. ~t in fllVOr of King Cb.lnty wator District for water 1M Sl'Wer main ~rded under Recording ~. 7507170570. ?-.'.:.~ ~ ~ -.15 ;~89 . · 1P1-10. ~hlllieill ... 1-IM:!laa .. .....__. -. . .. ,.....--~: ------· ~-~ ~ .-·--· .. I I I Description: King,H'A Document -Year.Montb.Day.Doc::ID 1~89.1226. 789 Page: 1 o!....J:..___ Order: 123 Comment: First American Title i I I ,... ~ ' ..... • • [ ( RECEIVED JUN :.. 2 70·~ CITY ~r RENTON Pl.ANNING O!Vl"8 )\\l First American Title \,Exception_03_20041012.80 .1012002680.001 . ' -llJJfllllllllll P'~I"'"' un.r J2002680 . .... 1ee1 OF e zs .ee 10/tZ/2804 I ·415 KING COUNTY, UA When ~orded maH to: WSECU P.O. BOX WSECU OLYMPIA WASHINGTON 98507 ~ ~ Washinrton State Employtt.S Credit Union P.O. Box 'WSECU Olympia, WA 98S07 1iimF.quity WSECU (800) 562-0999 Trust Deed -~J/_ (Dced.ofTrust) Gramor{s): L:,-l ftt1 ~~== ~ :: <zs'gffl /QC[ s-4 Gramee(s), Washington Swr, Employees Credit Unlo11, Beneficiary. Tntme services. Inc., TIVStCC w Lep\ De$Crlption: ~ LOT A. BOUNIDARY UNE ADJUSTMENT NUMBER 2CXM0723900002 Assessor'& Property Tn Parcel or Aecount No.: 14230S-9022-07 Reference Numbers of Documents Assil:flC(I or Released: Accoun1 No.:514!056-01 THIS DEED OP 'ffiUST is given on Sej!!cmber "" ROBERT A. MAIR AND CL YDERAE MAIR, HUSBAND AND WIFE 2004 ("8orrowa" or "Grantor"), to the Tru,tee, Tnisiee Suv\eea, Inc., P.O. Box 2980, Silverdale, WA 98383-9904 . " ("Triu~"). for the benefit of Washington State Employees Credit Union 1s beneficiary, a credit union organized and existing undCI" the laws of Washington, whose address is P.O. Bolt WSECU, Olympia, WA 93S07 rLcndcr" or •BcnUICUry"}. Bom,wer does hc:m,y irrevocably ;rant ITld convey ID TrusleC. in trusl, wilh power of sale, lhe following described property localed in the County of KING ,S1a1eof WA LOT A. KlNG COUNTY BOUNDARY UNE ADJUSTMENT NUMBER L03LOOl3. RECORDED UNDER RECORDING NUMBER 20040723900002; BElNG A PORTION OF THE NORTH HAU' OF THE NORTH HALF OP THE NORTHWEST QUARTER OP THE NORTHWEST QUARTER OP THB SOUTHWEST QUARTER OF SECl10N 14, TOWNSHIP 23 NORTH, RANGES EAST, Wlu.AMIITT"E MERIDIAN, IN KING. COpNTY, ~ASHINOTON. D This ~ ofTMt is part of the collaleRI for Ille Agreement In 1ddirion, other co!laten.L also m11y secure 1bc Pl1n. f2I This Deed ofTrusl is !he sok collatml for lhe Agrmncnt ~re is I mobile home on the Real Property, which is covmid by this security instrument, and wlllch is and shall remain (Please t X which is app\iablc) ---Person~) Property ~ Real Pl'OPcrt)' which hu the 11reet address of 13606 156TH SE Av REN'roN WAS180SII tosether with (i) all improvemenlS, buildin;s or uructuret of any nature whatsoever, now or hcreBfter cteeted on the pmpcrty, (ii) 11\ fature1, including 111 plumbing, heatina:, air condilionina: and ventilating equipment, now or hcrl:afu:r loc:ated under, on or abov,: lhe propcr1Y, (iii) all ri;hts. privileces, rents, roy1ltic1, mineral, oil and gas righU and profits, tenements, hcrcditarncnts, rights-of-way, eucmcnll, appendages, 1ppurten111CC1, or riparian rights now or hmaftcr belonging or in IRY way appcruinin& to lhe property, and (iv) all of Bo=-t' 1 right, title 111d interest in and to any strects, rights-of-way, alleys or ttrips of land now or hCl'Clfttt adjoiniRg 1hercta, i11c:\uding any replatcmcnts •NI additions 10 Ill)" of lhe forcroing. All of Ille forcgoUI& is collectively referred ta in Ibis l"T\ISI Deed H Ille "Property." \lHIOOLASElt.V. F. 1-1141' pt,11e 1 of6 First American Title First American Title . . • .1012002680.002 This Deed ofTruJt i• r;ivcn to secure to Ufldcr lhc followin& (chu! tu app/fcQb/.j: l, 181 Home Eqaily Llne or Credit The rtplymcnt or all indeb1edncu \lllder • revolvlna llne of credit, including principal. finance charJles at I rate which m11y VII)' from tlm: to time, taxes, spcei.al 1ncumcn11, lnsunnce, late feet., and ,my other d11rgea and collection twts due and to bccomo due ("Debt") under lhe tmm and eon4ilie>ni of the Honvi: l:(Ju!ty Open-end Credit Plan, Truth in Lcndini Di1<:lo1iurc Sta1emen1 and Credit Aan,cment 1T111dc by Borto1"!1" and dated the iamc day u this Tn.rst Deed, includina any and all modille.lions, amendment,. exleflslons and rmewab thereof r Agreement"). O Home Equity Loan: The rcp1)'111C1lt of th" indeblfflnen of I princip1l 1um of U.S. $ , u cvidcw:cd t,y Borrower', Home: Equity Ooscd-en.d Note !Ind Loan Agreement c=icd a of the i;,.me date u this Mortpgc, ind u1ensions Ind micWllb thcroof ("AJ;recment"), 1ogcfhc:r with intcrut, finanoc charge1, fees, ia.xc1, and other additlooal amounll u authorfaed by the Note or applicable law {''Debi"). 2. The payment of 111 other 1ums advanced in tccordancc !herewith to pn:itoet the Property, wllh finance clwps lhcreon 11 a rate as described in the Asreem:,iL ffthi1 TTlm Deed sec:11~ • Home Equi,y ~n-end Credle Plan Ii indicated herein the fo!lowina provision, apply: nus TRUST DE£0 JS FOR TIU! PURPOSE OP SECURJNO A CREDIT AGREEMENT WHICH PROVIDES FOR A REVOLVING LINE OF CREDIT AND MAY CONTAIN A VARIABI..E RATE OF rNTEREST. THE MAXIMUM AMOUNT TO BE ADVANCED PURSUANT TO THE CREDIT AGREEMENT IS ss0000.00 unlcn the limit is inmucd llld • notice or sueh increase is reconle:d in Che •pproprl•te om~ in the county wlu:ro lhi, Trust Deed or memot1nd= thereof hu been recorded (in Oregcm, for purpose, of ORS BB.110 •nd in Idaho, the maximum ltrm or rm.lllri,y date of w, pi.n_ including any renew.is or e:,;tensions ii 30 yea,1 (rum !he date or the Pbn). Thi.I TNst Deed iha!I KC11re not only ~cntly cdsting indebredncu under the Apcmcnt but 1lso future adVfflCCI, whether 1uch 1d\llllcell •re obllptory or to be made •t the option of Lender, or otherwise, u arc made within Ten ( .!.!L___J r,:,,n from the dilte ~f, to the '8.mc extent II If liUth future •dvancea were ITIMlc on the dale of the exeeution of thi.i Trust De«!, although there may be no ad'lll'IUl made •t the time of the execution of this Tn:st Deed and •lthouiJ, there ffllY be no inclebtedness KCIIR!d hereby ou~tandins at the time any ldvance Is O'ade. The lien of thi1 Trurt Deed 1hall be valid u to alt inffllbtedne51 ,eeur'Cd hereby, lncludfna future adV11nces, Imm the riml or its fi!inJ for reeordins in 111.c D;,propriate office b thc coun,y In which the Property i.i located. The total amollltt or indebtedness secured hmby may increue or decrease from time to time,, but the tolll unpaid balance of indcbledllC3S liec:ured hereby (lncludina di&bummenu wha:h Lender may make under lhi.t Trust Deed, !he AJn,cment or 1ny oChcr docvnv:nt wiih ~ thcmif) at any one time ouUb!IC,ing 1hall no1 u.cecd the credit limit act forth above plu1 interest and late charges •ccruing thereon and 1ny 'l!V11ncc1 ot disburnments which Lender may make pursuant to the terms or this Tnist Deed, the Agrcemc:nt or 11ny other document with respcct there1o, inchidin1 but not limited IO payment for lllr.e,, special USCiSlllCnlli or insul'lncc on the Property and the inlere$t on sueh di1bursem11nu. Thi, Trust Deed b lncended to and shill be valid ind have priori,y over all $Ub1c11uent liens and encumbranua, lnclwling statutory lien.I, excepting IIXe, and aunsments levied on the Propeny nol yet d11C and payable, 10 lhe exient of the: maximum arrount liCCllred hereby. llle unpaid balance of the revolvmg credit loan may at ccrt11in time1 be icro. A zero balance doe• noc termi"'lc the revolving mdit Joan or Lender's obliption to advance Cundl to Borro,,,a, ~ore. the lien of !!mi Tn:st Deed win remain in full fon:e ind effect notwilhrtanding 1ny &Cro balance. The rate or interuL 1et forth in the Plan Is subject LO indexing, adjuronent. renew.I or reneaotiation. \. PAYMENT AND PERFORMANCE. Gramor Jhl.11 Pl'Y co Lender al! amoun11 1ewrcd by this Truat Deed u they become due. atxl •hall wictly perform all or Oiantor's obllptk,111 undel' Ille ~I and Ttust Dce:d. 1. POSSESSION AND MAINTENANCE OF TIIE PROPERTY. Or1ntor qrees thal Its po11esslo11 llld IIIC of the Property shall be governed by the followina proyi.dom: a. Poaeulon and UJe. Unlesli ind umll Lender IUC1 any action under p1n1:111ph 15, Gt1nior may (1} rem.aln In pouwion and tontrQ] of the Property, and (b) operate llld mana1e the Proper1y. The followin,: proYWom relate IO the use or the Propmy Of IO olliet limi11tiom on the Property. nus INSTRUMENT WILL NOT ALLOW USE OF mE PROPERTY DESCRIBED IN TIIIS INSTRUMENT IN VIOU..TION OF APPUCABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEP'IlNG 11fiS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PL.ANNING DEPARTMENT TO VERIFV APPROVED USES. Jilbg. Ir the Propcn)' Is lotaltd In Idaho, It Is e1ther not mon than twenty (20} acrf:'l cir ill localed wllhlli au lncorpon.led dty ~ ....... ~. U ~ Property b located In Wuhlna:ton, 11 b 1lnl wed prlDdpaD.y tor a;ric:ultunl 11r larmin& purpOfa. b. Duty to Maintlln. Otanlor shall maintain the Property ill Wllntlble CO!ldirion and prompdy pcdonn Ill rq,ain and mainlenance ~'Y to pre&el'VI: US value. c. Hu:ardoWI Substances. OranLOr rcp:rescnu; and wamnts that the Property I\C\lct wlll be 50 Ions u lhil Trust Dc,,:d rellllim • lien OQ the Pmpcrty, used for !he pnerarlon, llllllllflCIUre. 1101'llge, nuunent, dispon.l, releue or threatened releuc of •OJ' hnudous wtr111nce, u lhosc terms arc defined In die Comprehensive Environmental Reaponso. Compensation and UabUlty Act of 1980, u 1meimd. 41 U.S.C. ktion 9601. et seq. ("CER:CL.1,"}, !be Supcrfund Amendmeou llld Rcauthoritl.tion Act ("SARA"). appllc:able Jtatc laws, or rcpilation& adopted punuam LO any of the foregoing. Grantor 1uthorll:es Lender and its q:cnts to enter upon lhe Real PN:lper!y to make IUCh buptctlons and ICSII u Lender may deem 1ppropriltc to detemrlne wmpliance of !be Property willl !his pa111grapb. Any lnspec;tion& or ICIU maOe by Lender slllll be for Lender's purposc:1 only ind 11laU not be consll'Ued ro create 1.11y rupomlbil!i,, or liability on du: put of Lender to Grantor or to any othct petWD. O~or agreca ID lridemnlty md hold Lender 1wm1en apinn any and ,u claln'II md IOIICI ,esultlq from I bra.eh of th!$ p111111iapli of tlJc Tnlac Deed. This obl!a•tion to Indemnify 1ha/l rurviYe the ])lyment of the lndebcedneu and the aatlsfactlon of 1h11 TN1t Deed. d. Nubance, Wute. GrlnlOr lhall llOI c:aUK. coal~ or pmnit any lltlisanee nor commit or suffct any ,trip or was~ on or to the Proper1y or any portion !hereof. Specifically without limllltion, Orantor will not rell'Jllvc. or iJ11111 to u,y ndm party the rlght t0 remoYe, any timber, mhierals (inc:ludlna oil and cu). sail. 1.rud or rock produca ..!tbol,t lhe prior 1"rillffl consen1 of Lender. e. Lender'1 Ri;ht to Entu. Lender and tu aaents and repm;entatlvei may enter upon Im Real Propeny at all reuonable dme1 to 1ttend to Ltndcr'1 lnterelt and to Inspect the Property for purposa of Gnnto.''$ compliance with thc ICJ'ffll lllld o;onditlons of !his TNUDecd. f, CompllaD&:e with Go .. en1111en11l Requlremmtl:. Grantor shill prol!lptly comply wllh all laws, ordinanca, and re,ulaliom of all 1ovemmenlll llllhoritle:s appl\cabli= IO the use or occupaney of the Property. Gramor may eontclt In aood f1ilh any $Uch law. ordinance, or regu!atlon •nd withhold wmpllance during wy proceeding. lnclud!ns 1pproprllte appeal$, to Ion& 11 Onn!Dr hu notified Lender In wrltill& prior to doinJ 50 and 10 Ions u Lm:lcr'1 lntcrests in the Property m not jeopardized. Lender may rtqUire Grtntor IO post adequate ieeurity reuo111bly utisfmory to Lender. IO protect Lender'1 lntere$t. i::. Duey to Prottd.. In addition to the acu m forth above in this section. Giamor lball do .U olheT acts 11111 from the charmer and 111C of lhe Propeny arc rcuonably neceslll')' to p1111ect and preserve lite Property. 3, INDEMNITY. Onmtor 1hall indemnify Lender and hold Lender hannles1 from any ind all clahN or liabilities 1risini OIII of o:r in CODDecdon with the Property or 111 uie. provided that web claims or li1bilities 1rise out of tct1 or omluions occurring subsequent to the elate Granf!lf 11m holds riUc LO the Propeny. ,. DUE ON SA.LE. CONSENT BY LENDER. Onntor lihall not 1t.H, or tt1nsfer its interest in the Real Proper1y or any lmere1t or pffl lhereof, without lhe Lendet's psfor Mitten co111eot. A &ale. usignment, ot tn.nsfer mo:am lhe conveyance of rt:11 pnrperi,, or any riaht, lille or !nt= there!n; whether legal or equiUble: whether voluntary or invotuntlry: whether by outri&ht sale, deed, in!llllrnent sale contracr, land contract, contract for deed, leaae-optilln tonll'ICt, or by ule, u1lgnrnem. or namrer of&11y bmefic:lal intcrell in or to any land uu11 holdln& tltla to the page 2 of6 First American Title First American Title • • 012002680.003 Real Propeny, or by any Oilier mruiod of c:mve)'lnec of ml propc:ny lalcn:s1. Transii:r 11'0 inciuda any chanie In ownership of more lhan fifty pen.e11t (50$) of lhc lntcm11s of Grallttlr. However, lhi:s optiun shall not be uen:iscd by Lender if Clela$e Is prohlbh:d by fedcnl. or ,uiz bw. S. LEASES· CONSENT REQUIRED. . Clran!Or shall not lease or rublct the Property witbout Lmdcr't prior wria:m c:omcn1. Granlllr represen111nd ag-that the Propcny will remain Qwner-occuJ»Cd. (i, TAXES AND LIENS. 'The followln,; provlaiDD5 Telatln& to the taxe& and llelU OD lhc Property arc a part of this Trust Deed. a. Pa)'llltnt. Gmrtor WI! pay when due before they become ddinqucnt all taxes, special mes, ISSCW'!ICllll, tharees (iuchxlin,: watu and 1ewer}, fines and impositions levied q;ainst or D111ccoun1 of the Property, and shall pay when due all claims for wort dorie on or for services rendered or matenal furmi.hed io !he Pl1)perty. Grantor sllall m&lmain !he Property free of Ill liens hlvlna; priority over o-r equa\ 10 the imMut of Lender under 1h11 Trust Deed, except for lhe lkn of tues and as1eumemi ,;,,,rrent but not yet d11e, c=pt u othcrwlllc provided lo this Trust Deed. If Oranwr objects in good faith to !he validity or amount of any tax, ~r. or related lien, Grantor at its sole upcnse may contcs1: the validity and amoun1 oflhc: tu, m;eument, or lien. b, Evidence of Payment. Gramor 1hall upon demand fumlsh to Lender evidmce of payment of the wes or asscumem:, 1Dd 1hall authorize the ,pproprialC governmmu.1 official Ill deliver to Lender 11 any time a writlcll statement of the we.s and am:nmcnll 1gain!U the Propmy. c. Not.ice ,r Construction. Gnm1or Sb.all notify Credit Union at Jew 15 days bcfurc any work is commenced, any scrvlce.s ue fumbhed, or any m.terial an: wpplied to the propmy if I amsuuction lien coukl be asserted on account of lhe work. 1crvices, or materials, and the cost exceeds $5,000 (if the Property is used for nonresidCDtlal or commercial purpoaes) or $1,000 (if lhe Property is tlSed as I residence). Gl'llltOJ will upon request funilih to Credi1 Union .clvance uwrances Rlisfaetory to Cndit Union lhat Granlllr can and will pay lhe coll ofruch lmpTOvemcnes. d. Tax Rnerves. Sub.)C(t to any Uml1ations &et by appllca.ble law, Credit Union may require BGTJOwcr 10 main1ain with Credit Union r=trves for payment of ~ and IUWmell!S. whieh reserves a:ball be c,ultd by advance payment or IDDlllhly pa)'JllCIIIS of 1 sum estimated by Credit Union to be ruffieien\ ID produce, It lent 15 days before due. 1mounu at !tut equal Ill !he !llCS and us:umems 10 be paid. If 15 days before paymem lJ due the n:scsve funds an: insufficleDt, B11rroweT shill upon demand pay any deficiency to Credit Union. The reserve funds sh.all bt. held by Credit Union as a a:eneraI deposit from Borrowe, &Del shall unlea otherwise require by law. constitute I uon.lmeres1 bearln1 deb! from Credit Union ID Borrower, wb.ich Credit Unlon may ,atfafy by pa)'l'Delli of lhc wes 111d auessnaems uquircd to be paid by Bom,wct as~ bcc.oJM due. Credit Unlou does DOI bold the rcscsve funds in tn11t for BoJYOwer and Credit Union it not tb~ 11cnt of Borrower for payment of the taxes and auasmc,ns RQVind ID be paid by Borrower. PROPERTY DAMAGE INSURANCE. The fullowinc provisions Rb.tin& to lmutinJ: Ille Propeny arc:• put of this Trust Deed. 7, WARNING ~ BORROWER PROVIDES LENDER WITH EVIDENCE OF THE INSURANCE COVER.AGE AS REQUIRED BY TilE PLAN, LENDER MAY PURCHASE INSURANCE AT BORROWER'S EXPENSE TO PROTECT LENDER'S INTEREST. ffllS INSURANCE MAY, BUT NEED NOT, ALSO PROTECT BORROWER'S INTEREST. IF THE COLLATERAL BECOMES DAMAGED, THE COVERAGE LENDER PURCHASES MAY NOT PAY ANY CLAIM BORROWER MAKES OR ANY CLAIM MADE AGAINST BORROWER. BORROWER MAY LATER CANCEL nns COVERAGE BY PROVIDING EVIDENCE THAT BORROWER HAS OBTAINED PROPER COVERAGE ELSEWHERE. BORROWER lS RESPONSIBLE FOR THE COST OF ANY INSURANCE PURCHASED BY LENDER. THE COST OF nus INSURANCE MAY BE ADDED TO BORROWER'S LOAN BALANCE. IF nm COST JS ADDED TO THE LOAN BALANCE, 1HE INTEREST RATE ON THE UNDERLYING LOAN WILL APPLY TO TIDS ADDED AMOV!ff. THE EFFECTIVE DATE OF COVERAGE MAYBE TIIE DATE BORROWER'S PRIOR COVERAGE LAPSED OR THE DATE YOU FAILED TO PROVIDE PROOF OF COVERAGE. 111E COVERAGE LENDER PURCHASES MAY BE CONSIDERABLY MORE EXPENSIVE THAN INSURANCE BORROWER CAN OBTAIN ON BORROWERS OWN AND MAY NOT SATISFY WASHINGTON'S MANDATORY UABILITY INSURANCE LAWS. a. Maintenance oI lDsuram:e. Gnntor i;hall procure and maintain policies of fire or property damage insunnce with standard extended coven.ge endortcments on I repllCCIJICDt basil for the full lns\trabla va!uc «>vr:rin&: aU Improvemcmts on the Real Property in an amount not less than !be tota.1 unpaid balance on the Agrecmcn1 1 and with 1111ndard mongagcc clause In favor of Lender. Policies shall be written In fonn, amounts, covenges llld basis reasonably aeeeptable to Lender and issued by a company or companies reasonably •cceptable IO Lender. GrantoJ, upon request of Lender, wlU deliver Ill Lender from time 1o time Ille polic:ies or c.crtiflcates of lnsunnce in form satisfactory to Lender, includin1 stipu!atlons that covera,e, wm no1 be canceled or diminished wilhout 11 least ren {JO) dl3" prior wril!cn notice to Lender. b. Applltatl11n or Procr:ed.'!I. In the C\'ent that the Improvements are damaged or destroyed by cuualty, GrlllWr shlll promplly re$tore 1he lmprovemenu PJd Lender Ehl.ll im.ke the in.11111111C<1: proceedl available to Gnintor for restontion, subject to the following conditions: {1.) Lender lhall have reasol'Jlbly determined !hat IIIC imPfovemi:nts can be rnlored to as good or better coodioon u me lmprovcmcms wen: In Immediately prior to lhe casualty on accoum or whkh JUcil proceods were paid; (b) Lender shall hlve de\Cnnilled dw 111ch net proceeds, tngdhc,r with m1y funds paid by Granror ID Lellller, dlall be sufficicm to complek lhc n:storation; (c) N11 default and no event or faHure which, with the pu$1.8,e of time or !he giving of notice, W®ld consliruie a default under this Trus1 Deed 1hall have occurred: (d) Al 1he rtrne of ,och C1SU1lty, !here arc: at leut two (2) ye.an to the maturity date of the Note; (c) Lender dlall have approved IIIC plana and rpec:ifications to be used In C01111C1:tion with !be rcsioralion. whlch 1ppnrnl 1hlll not be unreasonably withheld, and shall have rctcived written evid~nce. u.tisfactory to Lender, that such plans and rpec:tric:1110111 have been approved by all &<JVcmmentll and quui·&0vemmenul 1ud!oriciel havin1 jurbdictio_n and by Ill other pcrn>ns or e_ntiue1 required to appr(IVc $UCh plaJU: and ,pecific:u10ns; (I) Lender may require that the fumb be disbuncd by it OT by a dlibwsc:me,m 11em. 1ppoinlcd by .11 iD a ma:mtr &imllar to_ that utilized for 1bc d!llburscm=nl of fullds under a construction loan, incllKlin&: wllhout limitation, requimnent. of cc:rufieates of archlli:ct u to pem,:uta&e of coo,plcaon and. !he fumishlnc of 1ppropriltc mcciwlics and material='• lim waiven, !he I\Jrnq;hUll of appropriate bonds Ind Olhc:r items u reasonably RqUircd by Lender. Net proe,eeds In c.u:cu of !be amow,t ncccsu.ry ID complete lbc l'e$llmllon J.hall. al the option of Leader, be applied ID Ille ouutandln1 illllebtcd1>=11 IS I prepayment thereof. c. Uuaplnd lnmrauee at Sale. Any IIIICxpircd insunnce shall Inure to !he benefit of, and pass ID, the purchucr of lhc Property covered by this Trull Deed 11 any b'uslee'I or odu:r Wu held under the provisiom of this Trull Deed, or 1.1 any foreelo;ure ale of such Property. d. Grantor'1 Report un )11$lrance. Upon rtqUCJI of Lender, however not more lhlll once I year, Graulot shall furnish to Lender a report 11n Cl!Ch existing policy of insunince ihowing: {a) the name of the Insurer, {b) the risks insured: (e) the mount of the policy; {d) Ille property Insured, !he !hen tulT'CDI. replaccmelll vllue of such property, and !be maMer of de1crmloing that value: •nd {e) the cxplntion date of the policy. e. CDmpliam:e with Prior lndebtednea. During the period in which 1ny prior lndcbtcdneu described lo Sei:tion 9 J.s in effect. compliance with the imu111nce ptt1viliom cont11ncd in the in&trumcnt cvidenein,: such prior lndcbtcdneJS wll constitu1c complilllcc with the it1$Unncc proviUOTII under this Deed of Trust to the extent compliance wilh Ille ter= of thiJ Trust Deed would constitute 1 dupHca.tion of insurance requirements. If any procteds frotD the insunncc become= payable on loss, the provisions in !hill Trust Deed for division or proceeds •hall apply only IO Iha\ portion of the proceed• 001 p,yablc 10 the bolder of the prior indcbtedneu. 8. EXPENDrnJRE.S BY LENDER. If Oranwr f.ai1s i., comply wilh any proviilon of lhb Trust Deed, Dr if Ply action or procccdin1 is commenced th1t would materidly affect Lender', in!CTc.$t iD the Property, Lender on Grantor'l behalf may, but shall not be rcqulrcd 10 pay all 111ch expc~ inctllding but no1 limllCd ID Wtes. lnsunnce and mainlcnan,;e COloll, 111d •1 Lender's 11ption, will (1) be ~ on dcmmd, OT (b) be added ID the principal loan balance and be payable in accordance with the Agreement. Thl1 T,,,.I Deed also will secure payment of these amoums. The r¢hts provided fer ln ibis pm.a:nph shall be iD 1ddlllon 10 Ill)' olher rlghll or any remedies \0 which Lender may be cnlilled on account of the defaulL Any web action by Lender ihlll not bt. ~ u curini: the dcfauh io IS ro bar Under from any remedy thal lt Otherwise would have had. !1. WARRANTY; DEFENSE OF TITLE; PRIOR LIENS & INCUMBRANCES. The fullowin& provisions relating 10 owncnhip 11f !he Propeny are I part of !his Trust Deed. OUlOOU.SEli.lA ~. J.\l,W COPYRIOIIT200l Mlm<..:Ma MUllnl ~ ... In<. All rishllfe>OM4. ~Jof6 First American Title First American Title • .1012002660.004 a. Title.. Grantor wananu that (1) On.01or holdi 1DOd and marketable tide of reeord IO the Propcny In fee dmple, he and clear or all Hens and e11CumbtanCCI Olher 1hln lboae set forth In any policy of title lDWrtncc issued In favor of or in 111y title op\lllon 1lven IO, and aceepo:d by, Lci:dcr In cormealCIII with lhb Tnm Deed and (b) Grantar h.u tb8 full rlJht. power, and aulhorliy to c~eeu1e and deliver 11111 Trust Deed IO UDC!er. Orantor e,;.pres1Jy eov~ms and ap-eea to pay or h&vc payment made of any prior Indebtedness llll to prevclll. default lhcmirder, b, Defeme ofTille, Subjec:t to !he cxceptlom in the Jl&l'lir&ph above, if any, Oran!Or warraDU a!ld will forevu defend tho title IO ~e~~~~~o~1t:S:/11~=~~1~~:'1io~::1dc~i:11~::~'!'::1 dn!:r":O~f~! noml111I pany In ,uch procecd!na, but Lcodu shall be emitled IO puticlpa.te in the pnll:Ceding and 10 be ~tcd in lhe proeccdffll by counsel of Ju own c.hoicc, and GmllOI' will ddlver, or ca111e 10 lie delivered, IO Lender &11th lnatruments u may be rcquuted by It from time IO time to prndt ruch pvtlc:Jpttion. c. Cumplw,,c, With Laws, GfflllDJ wam.nts lhlr lta uae of die Property complies wilh all nisdn11p,p(lcable llws, ordina!lccs., and reJllllliON of gove:rnmcmal 1ulhoritlc:s. 10.CONDEMNATION. The followin8 provisions relllin& ID proceedlnp In condcnmatlon are a pan of this Trust Deed. a. Application of Nd Proceeds. If all or any pan of thc ProtiertY Is a;illdemncd, Lender shall apply Ille Dtt proccech of the awud In tnY reasonable 111111Mr necawy ID satisfy G!!.ntar·1 · obllptions under the Af:r=mcnt of this Tnm Deed. The net pro.:eed1 of th, ,ward ,hill mean the award 1fter payment of 111 reuonable com, n.penses, Ind utomey fees oeceuari/y paid or incurred by Tnmce or under in connectioo with !he condemnation. However, Ihm dial! be no obliptlon 10 pay Grantor's com, npenscs or attorney fees from such award1. b. Proceecllni,. If Ill)' ~Ina In condemnation is flied, Gran!Or shall prompdy notlty Lender In writJna and Gn.otor shall pn,mplly ukc such 11eps u may be necessary IO defeDd the attloo lllll obtain die award. Gnunor may be !he nomlrlll party in ruch procccdlna:, but Lender shall be entitled w particlJ)altl in !he ptocecdlns and to be "'J)l'CW!ted In 1hc prc:,cecdlng by coµmeJ of 11s own choice, and Grtntor will deliver or Clll# lO be delivered, IO Lender mdi instrumen11 as may be requcs!Cd. by It from time IO t1mc IO permit such participation. 1t. lMPOSI110N OF TAXES BY GOVERNMENTAL AtmlORITIES, The followillj!; provisions relatinJ to tua are I pan of !his Trust Deed, . a. Tues Covend. Tbt followina: shall constillne laxes IO whieb lhlt RCtion applies: (1) a 1pccific a.x UJIOll lhls lypC of Tn111 Decd ot upon an or 1oy part of the lndcbiedncn IICCllrcd by this Truu Deed; (b) ~ 1pcdflc iax oo Borrower which Borrower Is authortud or ~red to deduct from payments on the lndeblednen KQlred by thli type of Trust Deed; (c) • IJ.X oo. lhls type of T1lJff Deed chargeable apl=t !he Lender; aod (d) a 1peclftc iax oo Ill or any portion of d>e hidebtedneu or on paymcn11 of principal and b11i:res1 made by I Borrower, b, Remedies. If any w: IO which this ICClion applies Is macled suhlcqucnt IO lhc date of lhls Tnm Deed.. G!!.mor chaII ellhcr (I) pay the tax before it bccolDCI dcllnqucru, or (b) conicst the tu as provided 1.bove In th~ Ta:te.! and Liens section and clcpo,it wllh Lender cub or 1. suftldent eorporatc surt:I)' bond ot other 1ecurll)' satisflClOly IO Lcnda. 12.SECURrTY AGREEMEtffl FINANCING STATEMENTS, The followJna: provisions rcl1tl111 10 this TI\ISI Deed u • ,ecuricy 1p,emcrp 1rc I i-rt of this ?'nut Deed. a. Stcur11r A;nantnt. This lnmument WU constilllte 1 ICClllily 1a:reeme111 ro lbc extent 1oy of the Propcny eO!l.ltlrufCII fixrurcs or other pen;ona! property, 1ml Lender shall have all oflhe rlghu ora SCC11red Pl!1)' under me Unlfo1111 Commercial Code. b. Security lllierat. Upon ~ by Lender, Gnmor &hall u.eei,u, financinl, ltltemcntl lfld take wt,11cvw other 1mtl11 U ~ested by LendCT to pcrfoet and eollllnue Lender's m:urtiy hiicrcst In the Pcnon1I Property. In addition lo rccardlna; this Tniit Deed In the re,! property record&, Lender may, al any llll!O 1n:l wilhoul further 1111horizatlon from GI!.'*>!", Ille cuc:uted coonterp1111. ccpiec Of reproductions of this Trust Deed u I flnanclllJI SiatemeoL Gra!ll:Or shall relmbune Lender for all expcnscs lncum:d in pcl'fccting or continuing thll sccurity IDiercsL Upon default, Grantor WI! assemble the Pcnonal Property in a =nu Ind ,at • place reasonably CODYC11ic11t IO Gramor and Lcndet and make It available IO Len4cr wlthil'I lhree (3) busil'lesa, dl)'I 11\a" receipt of wril!Cn dCD11Dd from LcndeT. c:. Addr52$, The malllnl lddrm of OranlOr (debtor) and the 1111.llina: addrm of Lelldcr {stQlred party) from which informalloo concem1ni !he tceurlty l111CtCS1 pldCd by this Trust Deed may be obtained (i:ach u required by lhe Unlfo1111 Commercial Code of the sate where the Property ii locatcd) 11t1 u ii,.tcd rui th.c fint paa:c of this Trust Deed. 13, FURn1ER ASSURANCES; ATI'ORNEY·IN.FACT, The followlna: proviiiom relatlna: IO funbcr auuranca are I part of this Trust Deed, •· Further-~-At any time, 11111 from time ID time, upon request of Lender, Gn111or will make, execute and deliver, or wU! caue IO bl made, ueculCd or delivered, IO Lender or 10 Lender', desi&n1111, IIld when rcquet:led by Len::ler, cause IO be filed, recorded, rc·lllcd, or re-recorded, u lbc cue IDil.Y be, 11 su.ch times and in socb otricea ind pl&cu as Lender may deem appropriarc, ID)' and all sueh monpgca, d=ds of IIUSI, sccuriiy deeds, security 111reements, flnancinj: statement.II, conri1111&tlon statements, ins1rumen11 of funhcr usurance, cc11llleatc1. aid other documencs II may, ln tbc sole opinion of Lender, llO neceaary or clc&inabl, in order ID c!'fccltlatc. complete, perfect, eontinue, or pn:scrve (1) lhc obllg1tlom of Gran1or under the A(rcement, lllil: Trun Deed, and the Rela!ed Documents, and (b) the liens 1od s~rity Interests created by tbia Trust Deed on !he Property. whclhcr oow owned or helcal'tcr acquired by Gmiwr. Unless prohibited by bw or agreed IO tbe contrary by Lender lo writizig, Gnntor &hall reimburse Lender for a!! CO$tl and CJlpcNCS Incurred In connection with lhe ma.tu:rs referred 10 in this )'IIBll'llph, b. Allorlley-ln·Fact. ifG!!.ntor falls IO do any of Ille tbinis referred to In the prccedioJ pangnpb, Lender may do so for and in lhe name of Gnn!OI' and II Grantor'1 UJICIISC. Por rueh ~ Gnntor hereby lrrev~bly appoints Lender II GnnlOr's attomej-tn-fact for th.c puTJ)(lsc of rnakln&, c~ccutin,:, delivcrln&, ming, rccordlnj, and doina: all othel lhing1 a., rnay be ncccss:uy or dcsitlb!c, in Lender's tole opinion, ID accomplish tbc Jllllltrs rcfe=d 10 in lbc prec:edtn,: paragn:ph. 14.FULL PERFORMANCE. If Oranfar pay, all !be lndcbledncu, lncllld.inr; wilhout limla.UOII Ill fumre adYIIICca, when ~ allll otherwise performs all the rcb:il'ff°r!m~;!:::: ~i:1r:!:'rcer1:·z~..:r~r!:!!:~m, Lcndoe:===~::. ~:. ~ ~~ cvidencfna: Lcuder's securily Interest ln Ibo f'fflollli Propcny. JuJy reconvqancc fee: required by law lhlll be paid by Gramor, If pc,mlucd by llJ)pJfeable law. 15,POSSmLE ACTIONS OF LENDER. The Lender may take lhe ftll!owlng 1ct10111 with respecl to your Azrccmcnt uDder the citturmtaoca lilrcd below: a. Termination and AccdcratiDn. Except" 1e1 fonb in lhc Agreement lhe Lender may, without further notice tcnnlnate your AJn,emmt and requiro O~mor IO pay 1h11 entlro outsU1ndi111 balance irnincdiarcly, 111d tharie G!!.nror ccra.Jo fees if any of the fullowina; happc11: (I) Gnntor enga,ca in any hi.Id or material misreprcs:enlatiM in connection with Ule Agrccmem. For example. i!lhcre are fabe ,t1rcment.1 or ombsions on Granwr'11pplleatlon or financbl ttamnents; (ii) GII.DIOT does nol meet !he repayment IUffl$ of lhc A.,reement; (iii) Gmrtor's aalons or lnac1lons advcrse!y 1f&ct lhc col11rcr1.l or Lender'• rlibts In th~ eo!latc~I. Por cxample, l!Grantor falb to: mal1111in insurmce, pay w:es: transfer tide IO or sell !he collltcnl, prevent lhc foreclosure of any ittms, or wutc of the rollarcr&I. b. Suspcm.lon or CndlUReductlcm or Credit Limit. Leodu may refuse to make addltionll advances on lhc line of credit or reduce lbc credit limit duriflg any period In whicb the fol\owinJ nilt or occur: (I) Any oflhe circunu!lnees Hs~ in 1., above; (ii) The vii~ of Grantor's dwelling securina lhc indehtftlllCII decllnc:111Jlllflcan!ly below ils appraised value for p.irpoia or !he Agrume111: {l!I) Lender N:uonably bellcvn that G~mor will 001 be able IO meet lhe A:P&)'mCIII rcqulrCmcnts of Ibo AgreelDlllU chic to I material change in Gl'll!lor's r1111ncial cimi1111t111CC1; (Iv) G!!.n!Or is in default under any material obliaa1ions o!the Agreement and TMt Deed: (v) The mu.lmwn annual pcrumage nrc under the Agreement ii reached; {vi) Arly JOVff1lme!II IC!lon p11:vent1 Le:nder from impo11nJ: the annual pcrccnta&e n1e provided for or impairs Lender'1 security interest such that th.c value of the lnrcrest is Jess than 120 percenl of lhe ettdit line. (vii) l.cndcr llu been notified by a;ovcrnmcn11a;enc:y thucominucd ldVIIICU would COJJS!irutc an 11n11fe and UD$Ollncl p!!.ctiu. paac4of6 First American Title First American Title • ------'· 10 l!0028fS0.80B c. Cha~ In TfflDS, The Agreemenl permit& Lender to l!llke certain changes IO the terms of the Aa.reemen1 11 1pec!licd limei or upon !he ocwrrence or rpcciricd nena. 16.NOTICE OF DBFAULT, In lhe evtnl ofa default under Pan graph 15.b(lv), Borrower aluill bavc an opportunity to rem=dy any sucti default within thirty (30) days after notice from !he bolder hcffof, Notiu shall be deemed IO have been given when depomed in !be United States mail, postap fully pBJll,id, certified or return receipt reqllCStcd and a<klreucd ID Borro~r •t the address lilted above or to 1uch other addrns as may be dcsii:m.ied by wrinen l!Olice from Borrower. 17. ACI10NS UPON TERMINATION. In thc ~t Ille Agreement is termlnaled, Trurtee or Lender, u iu option, may, not earlier lhan thirty (30} dayi after Giantor hU been a;ivtn wrlntn notice of the 1enn!o11ioo, c~ any one or more oflhc followi111 rightJ and remedies, in addition to any lllher rigbn or remedies provided by llw. a. Fom:losu.re, Wilb respect to all or any part of the Real Property, tile Trustee shall have the right ai foreclose by notice ancl nle, and Lendu shall have lhc rllffl to ~osc by jl><llc-W fon,cJowre, In eiillu ca= in aceordanu whh and to [l,e IWI nrent provided by applicable law. b. UCC Rflltedia. Willi ~ IO aD or any pan o( the hrlonat Pn,peny, Lender shall have all d!e'rlghts ml rernediet oft secured pany under the Uniform Commen:lal Code. c. Appolnt RtcdYer. Leooer shall ha.vc lhe ri&ht IO have a receiver 1ppoimcd to Uike possession or any or 1D of the Property, with lhe power to protect and preserve the Property, to operate thc Property preccdiDJI forecloau.re or sale, and IO collect the Income from the Property and apply the procccd.t. over and above con of the m:civcnhip, •&llinse the Illdchtcdncu. The recei~ may serve wilbout bond if permitted by law. Lender'• ri&IH_ to the 1ppolntmeru of a m:civer shall ulst wtu:lbcr or DOI lhe apparent value of the Property ~cecds the lndebtedncu by a wbsQDbal 1moum. Employment by Lender shall not disqualify a person from mvins Ul~r. d. Tenancy It Sutrerame. If Clrantor remains in pOnCS$IOn of the Properly after !he Property Is 101d as provided above or Lender Olbcrwisc becomes entitled IO poueukm of the Propeny upon defitull or Clrant0r, Gninror sh.all become I ICDlnt at sufferance of Lender or the purdwer ofth~ Propcny and shall, 11 Lender'• option, ellher (a) pay a reasonable rmtal for we of the Property, or {b) vacact: lhe Property lmmcdillety upol'l lhc demand of Lender. t. Other Remedies. Tru~tec or Lender shall tiavc any other right or remedy provided in this Trust Deed or the Agreement or by law. I. Notke o! Sale, Lend er lhall iivc Cll1'Dl0r rcuonablc notl~ of !he time and pk.cc of any public Ille of ihe Personal Property or of the time a1'!c:r which any privalll Ille or olber intended dlSJ)()lition of lhc Pmonal Property Is to be made. RcUO!llble nolice shall mean notice stnn 11 k:ut ten (10) dllys be~ lbc time of the Ille or discposinon. Any sale of Penonal Propcriy may be made i.Q coajunctlon with any sale of lhc Real Property. · I· Sale or tbt Prope,17. To the extent permitted by 1pp!icabce law, Gnmror hereby waives any and all rights m bavc the Properly marshaled. In excreising Its rtahu and remedies, the Trunec or Lender 1hall be free IO acll all or any pan of the Property iopher or separ.tely, in one nle or by scpante sales. Lendll!' shall be entilled IO bid auny !lllblk: Sile on all or any portion of Ibo Property. 18. WAIVER; ELECTION OF REMEDIES. A waiver by any party of I breach of a provbion of Cbi.s Trust Deed shall not corutimrc a waiver of or prejudice Ille party's ri3h1t o!berwilc IO demand l!riet compliance with lhlil provilion er any olhcr provision. Election by Lcndm to pursue any remedy provided in tbll T"Mt Oe=d, the Asrccmcnt, ln any Rela!Ccl Document, or provided by bw &hall not exclude pursuit. of 1oy other remedy, and an election IO make uptncHtures or IO take action lo pc:rform an obliptiotl of Gl2llt0t under tbil Tnw: Deed after failure ofClranlOr 10 perform shall not affect Lender'• riaht to deciarc: a default and to ucrciH: any of iU remedies. 19.ATIORNEY FEES; EXPENSES. · If Lcnde-r lnslitutes any suit or action IO enforce any of !he rcrms of this TnUt Deed, Lenoer shall be entitled to recover welt ~ u the court may adjud;e reasonable u attorney fees 11 lrlal &nd on any appeal. Whether or not any coun action Is involved, all reasonable upcnsca Incurred by Lender Which In Lender·, opinion are oeccsmy II tny lime for lhe procectlon of it$ lnttn:st or the enforcement or Its rights shall become a pan of the lodebled11CS1 payable on demand and shall bc.u lntemt II the N~ rate or default rate, wh!cllever Is higher, from the date of upcnditurc: unul rq,aid. Expcn,:e1 covered by lhla para,.raph include, without 1imi11tion however 1ubjee( IO any limits under 1pplltable law, Lender's attorney fees wbc!hcr or not there ls I lawsuit, inchlding 1norney re~ for bankruptcy proceedings (lnc:ludiD& efforu to modify or vacate any automatic scay or lliiunction), appeal, and any antlc:lpatcd post-judpneot eollcction services, Ille COf1 of searchiJl& reeotdl. obtainini title rcpons (includln; forcclo$urc repons), wrveyon' rc:pmu, apprai$al fees, tide Insurance, and fees for the Trustee, IO the exctnt permitted by applicable law. Clnruor Ibo will pay any ,;oun co.i11, in addit,on IO all other sum1 provided by bw. In lhe event of forcelOIUJC of this Tnul Deed, Lcndct shall be entlllcd ro r«ovcr from Clrantor Lcnder'1 anorney fee.ii m:I actual disburaements ne«uarlly incurted by Lender in purauing 1111cil forc:dosure. · 20 • f!~~ ~U1~thc rights and duties o! Lcndct as sct fonh In lh!s section. POWER AND OBLIGATIONS OF TRUSTEE. :n. The foDowtng provllioa, relating ro the pow.:n and obligations ofT"Mlcc &re pan oftbis TfllSI Deed. 1. Power of 'J'nmee. In addition to all pow.:n of Trustee arisin& u a matter of bw, Truncc &hall b1ve !he power to lake the following actions with rt.1pce1 10 lhe Property upon Ille rcque.l! of Lender Ind Graruor: (a) jcin in prcpariq and filin& a map or pb.t of !he Real Propeny, lneludin,: ll>c dedicaiion of Slrc:eU or other rl&J,11 to lhe publk:: (b) join In gramlng any encmem or erwm, any restriction on lbe Real Property; and (c) join in any subon:lination or other aireemcnt affecting this Truu Deed or tbc intenst of Lender uodtr lhis Trust Deed. b. Obll&ations to Notify. Trustee shall not be obligated to notify any other party of a pcndina; u.le under 811)' other tnist deed or lie&, or of any action or .Proceedins in which (lraruor, Lender, or Trustee lhall be a pany, unless 1be 1ei!on or proecedlns Is :~~~~ 1hall meet an qua11t1ait1ons rcqulml ror .niu,ICC Unc1cr applicable mu: law. 1n addition to the rlJbts and remedies set fonb above, whb mpec1 IO all or any pan of lbc Property, 1he TruslCC lhall have the rip! IO foreclose by notice and sale, and Lender lhaU lltVfl the right 10 forc<:lo~ by judicial foreclosure, in eltbcr case in KCon:lancc wilb. llld to !be fun extent pn:,vldecl by lpplic:able bw. d, Successor Trustee. Lender. 11 Lender's option, may from time IO rtm~ 1;,polm a succe11sor trunec to any Trunca appo!Dted hem:ndcr by 1n innnunern e~ted ml aebiowled&C(I by Lender and recorded in lhc offa of the Recorder of lhe County ll'bere the property ill now loe1tcd. The! ln11rument 5hall conu.ln. in addition to all other mat1cr1 required by slate Jaw, lhe namcs of lhe orig!nal Lendf:r, Trance, and Gfl!ltor, the book 1Dcl paae where Ibis Trust Deed is reconled, ml Ille name and addtc:S11 of die IIICCeUOr b'Ustec, 1ml lhe i.nshumem ihall be uecu!Ccl lllld aeluiowJ.ed;ed by Lender or its 1ucccsso11 in ln!CJ!:lit. The =wor lruslee, whhoul convcy1DCC of the Property, &hall ruecccd IO lll the lille, powcn, and duties conferred upon the Trustee In this 'trust Deed 111d by applicable law. This procedure for J11bstitutlon orTruscee shall sovern IO the e~uslon ofall other provlllions foc 1ubstlrulion. · c. Sale by TrUS1ce. WbCII 1h; Truu:e &ell$ pursuant to lhc powm provided, Trustee shall apply lhe proeced1 of we to i:-yme,n or {I) lhe expenses of sale, including lhe !awlill feet of the Trustee and W rcuonablc r-ofTrwtec'1 attomey, (2) \he ob1igaliobS secured by thll Tlvil Deed. {3) to aU pel'IOl'IS havJni ruorded licm 1111tiseq11C11110 tbc inu:rcst of lhc Beneficiary and the Trust Deed u lhcir ln~rc:1t may appear l11 !he order of !heir priority and (4) !he ,urplus, if any, to the Clran10r or to hb AIC<:C1110r in inte~t cllli1!ed IO Slll:h surplus. %1. NOTICES TO GRANTOR AND OTHER PARTIES. Any notice Undllr this Trust Deed, Including without ilmitalion any IIClticc of debult and any notice of SIie 111 Gramor. iball be In writing and shall be effective whe!l 1cma!!y de!!vcred or, if mailed, shall be dectned effcaivc when dcpofiied in !he United States mall flB! el•u or rcelstcffil mall, posiagc prepaid. directed IO the 1dd=ses shown 11 the top of page one (l), Any party 1111y cbanie, its addrcn for nntim; under this Trust Deed by Jiving format written notice IO the other panics, spcclfyin& Wit the purpose of the ootlcc ts 10 change the party'J add=. All copi~ of notil:es of forcel0$Urc from lbe holder of any lien whieh has priority over this Trusl Deed abatl be acnt to Lender's addrcs,, u shown near lhe IOp of the first page of Ibis Tnist Deed. For notice pu!JIO$m, Gr1Dl0l qrces to keep Lender and Trustee informed at 111 ilme:s of Grantor's cullCIII address. pa;e5 of6 First American Title First American Title • .012002680.006 13. MISCEU.ANEOUS PROVISIONS. The following lnm:cllancow provisions are a part of lh!J Trust Deed. •· Amcndmaiu. Thia T1111t Deed, ioscther witb any Related Doc:11men1.1, consrirutes !be entire Wlllen:tanding and agr..emcm of !he panies IS IO the m.tte" m forth In this Trust Deed. No aliention or amendmem of 1h11 Truil Deed 11:r,a!I be ctrcctive 11nlcss given In mtinJ: and liiJ:ned by Ille pany or panles aouJht to be eharpd or bound by the altcraliDn DI lllltlldmcnt. b. Amwal Reports. Orantor &hall furnhh 10 Lender, upon JC1'.111ffl, 1 llllCment of net cuh Jlltlflt received fi'om the Propeny during G111ntor'1 pn:vlouJ fiM:al year In sueh delail u Lender 1hall requ~. "Nn cub profit" drill mean llll ~ n:ceip15 from ihe Proputy Leu all cub e,.pm:1ilura fflldc in ronnctdon with Ille operation of the Property. c. Applla,ble Law. Th.is Truit Det:d ,hall be aovemed by and construed Jn w:ordlrice wllb the: laws of !he m.ic ifl whicll lhc Property II Located. d. C8pl.ion Hcadlnp. Capticm headings In lhla Trust Deed art for convenience pwpo,a only and arc not to be uud to intaprct or dc:fmc !be prov\dom of 1h15 Tnist Deed, e. Eotlre Ai:n,emtnt. Tbe parties ·~ that Ille Agreement, Trusc Deed, and subsequent adn~ Y(!llehtn from Lender to Borrow=, are lbt entire lilffltltnl between the panics and rupcrscde any prior a1rument1 betweal Borrower and Lender reladn& to lhe Propcny, r. Mer1er, 1he1c lhall be no mer1cr of the: lntcrm or u1110 crutcd by this Tnat Deed wilh any odler lmuut or eltl,~ ID tbc Propcny at any time Mid by Dr for the bcnelh of Lender in any eiipacity, without !he written consent of Lender. 11· Mulllplc Partlu. All obUratlons of Grantor under lhit Trust Deed lliall be jolnl arxl soveral. arxl all refcmices 10 Grantor shall mun each Viel cve:y Gramor. Thi.I mtllm IN!! uth of the pc:n;on, sl&:ning below is responsible for all oblillltions in lhis nust Deed. 11 is not neceuary foe Lender to Inquire into lhe poww, of any of the putiQ or of tbc offlcm., dlr~tors partncn, or 1tent1 actilll! or p1,1lp01tin.1 to act on behalf of Gramor. and any indebtcdm:.u made or crealcd In rellmce upon tbe profeucd ~lie: of 1ueb. powen; sh:lll be ,uannteed under and 1ecurcd by lhil TnlSt Deed. b. Seveni.bi!it.y. If I coun or compe1e111 j,irisdiction. tin.els any proYlllon or thb TNrt Deed to be innlld m unent"orcelbk as to an.y pel'IOII or c!n:umm.nee. ,IICb tlndn11 ihall not rel>Cler that proYiiion Invalid or ttnenfbreeable ai 10 any olhcr pcnol!f or cin:ums1aocci, 1111! 11! proYiilons ofthl1 Tnm Deed In all Olher respecu shall rwnaln valid and etl!Of'Oelble. i. S~ and Aulp, Subjccc to the limitations alati:d in this Trust Deed on 1ransfcr ofGrantor'1 ln~t, lhls Trust Deed man be bindinr upon and inure to !he bccefit of lhc parties, !heir INCCCUOn, an.cl USig11$. Jr owncnhlp of the Property ~mei veiled ill a pt;™"' Olhcr Ult.n Orantor, Lender, without nod~e to Grantor, may deal wrth Orantor'1 JIICCe.l$Ol1 wllh refer= to this Trull Deed an.d !he Indebtedness by way of forbcvaDU or ~km witboii1 rel cuing Gramor f'tom !he obllgltlonl or lhls Tru.11 Deed <:1:r liab~hy under lhc lndcbted!ICSI. j. Tune b of the Eumce. Time Is of the essesice In tbc performance oflhll Trust Deed. k. WalvU' or Homt$1ead Exampiloa, Oraotor hen.by releases and waiva all ri&hU 111d bmefbs of lhe bommad uempcio11 laws of Ille Sa.tc in wbldl the propmy Is klealed as to all lndebledncn secured by 1h11 TT1IIC Deed. L R«oayqance, Upon paymau of au 1u11U leCllred by th LI Trust Deed, Lender llllall request Trustee to n:convey lhc Property and WII wncnder 1h11 Trust Deed and all ooltll ev1dencin1 debt 1eeured by lhi1 Tru.it Deed IO Tnmm1. Trus1ee shall rt«lnYey !he Propeny wllhout warr1111y to the PfflOll or persons Je111ty entltlod IO It. Suell person or peno111 shall p11y Ill)' recon1ation cort:a. ~=~ ~::: ~ ~om~r~:~( :°"~f/~i!i~rZ• :::iJ,/flae~ fee b paid to I lhillt paf1y (sucll as EACH GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF TIDS TRUSI' DEED, AND EACH GRANTOR AGREES TO ITS TERMS. GRANTOR: xr:J?Moa,m), ROBERT A MAIR Prinl or Type Nam, STATE OF WASIIlNGTON COUNTY OF KING lss, GRANTOR: X ~ c&Me Q »i,,:U Cly&n,DMAJR Print or Type: Namc I «n!fy !hat J mow or baYC! a1l1facwry evidence lhat ROBERT A MAIR Qzdtne D MAlR ls (are) lhc penon(1) who appear beforo IIIC, and said pmon(5) acknowledce UlC)'...__ 1!gned lhls inrtn1-nt and aclmowledre It to be lhc1r._ free Ind YOIUlllal'y let for the tllo,f; and purposes ll'IC!llloned in 1h11 IID.=nt.. ~ DATED:~ .. ,.-,.-·iAoii';,, ... · NO,:ARY PUBLIC for lh:, S111e of Washington. rt.11d111!1 -··~~· ......... -I'~., "-:, " KINQ CQITNTV ,. ···\,10• ;··.. ~ . ' .;; . ':. -----:"t\4oTAlfJ;.._,\ °:' My appoinlDlelll expires: fo ~ :~ ~ -::-.,. ~ _...U&L\I, 7•f : ;11!,,.;-;:!,tt~···~, /· REQUEST FOR FULL RECONVEYANCE . . ............ ,.~ .. "~ wis\\" ,l .-(To be used only wbenobliptiom hive been paid in full) The undmlgneil•i!.IJJ~ uei•b'wner. ~ holder of 111 Indebtedness secured by Ibis Trust Deed. All wms secured by lhia Tru$t o= have been fully pol and salialiccl, ".ou are hereby direct..:!, upon payment m you under the tcnns oflhll Tnm Deed orpunlWlt to any applicable 11:tiutc. to cantel the A&reement ICCUred by Cbls Tnast Deed (whleh i:I de\lvercd ID )'OIi together wilh lhis Trust Dad), •nd to reeonYe)', without W11i111nty, to the .piniel desl11111ed by the 1ennr of !his Trust Deed, the e&tlte now ~Id by you U1ldcr this 1'11111 o=. Pleue mail the reconvey~ alld rela!m docummlS ''" Waihington S11u: Employees Credit Union, P.O. Boll WSBCU, Olympia, WA 98507. Date: Beneficiary: Washlnl,l!on Stllle Employee:; Cndlt Union ; By: Its; page Ci of6 First American Title First American Title 5. Exception_05_750717056. • 'hi. , r, J:!L AA nus AGR.££t1Et.1 made ~'"=----~ay of _ . .,_,--'-' 1.A-e..<.Y ___ _ i 9 .:z.s:_, by and: bo tween _.1.A'---'"""·.i,t;a,-,;;.:__,L~·c...J.C~.o.tr.!i1::.<lk'.~":l.1-:.r..,rei::.. ___ _ 1 his wH:a, hBreinaCter called "Grnntora", and King county \.later·Oistrict No, 90, a ~unicip~l corpor~tion of King County, Washington, hereinafter called· "Crantee." WlTNESSETH.1 That sn.i.d Gr11:ncor.(s), for vnlut\blo consideration, ·do(rs) by these presents i;r.int, barr,ir:, sell. con.,cy and !:~nH.rm unto the ~aid Grantee, it~ ·suc:ce~sors 1 or nsait,ns, n right .. Of•'.lay ot" Cl!.1511;.- ment for Water nnd Sever H~ins virh nccc~&nry ftppurtonnnccs over, throush, across and upon the foltoving described propar~y situated 1n Klng County, Wanh"ington, PArticularly described as !ollows, /4. PER>t>.NENT EASEMENT descr1bp.d aa the Northerl.y 30. feet of the .E\ ot the NW\ of the SE~ of Section 14, Townah1p 23 North 1 Ran!e S Ea5t, W,H,, le•• Cou.n~y Road, · l •('.'•,~ . --~ - Q~ /4 11 IP /J/A.1'1ilt:·C.· - FA ·.~·1"1E.Vr rHA·/"" A.eF'-· . . •,H,4 L.L B,, ,-:;r r ,'/SIP/;. --------,. Record o.rnor, Roger L. Chandler Enaement Ho, 14·23-5-6 l96SO 108th Ave, R,E, Renton, Waah1n3ton 98055 ·-----~~~---·-------· . ·--- Description: King,WA Document -Year.Honth.Day.DocID 1975.717.567 Page: l of 3 Order: RK Comment: First American Title First American Title J --I• ·. .. ,,,-.. -.::, ..,., ·- • • That said Grantee shall have the right without pri~r institution of any suit or J)rOceeding at law, nt times as may be necessary, to enter upcn uid ·pr'opercy for the pw:.posit of constructing, repairing,. altering·, or. reeontit=ructing said Water or Sewer Main, or makint; any conneccioiis thor'evi"th, without: incurring any legal obligation or Ua .. b111ty therefor, provided that such constructing, repairing, alt~ring or reconstructing of said Water or Sever Main shall be accomplished 1n &uch a manner th.et the private improvements existing in this r1ghc-ot-vay sh.all ·not' be discurbed Ot" des.t:royed, or 1n t.he, Q~t,J'f't they are disturbed ~r destroyed, they wilL be replaced in a8"gbod a condition 118 they wEl,re immediately before the property wa11 entered upon by _the ·Grantee. 111.e Grantor shall retain the right to use the surf11ce of said casement, so long as said use docs not interfere Wlth the installa• tion and maintenance o! the Water and Sewer Main and ao·long as no permanent buildings or scructurcs are ereccod on snid eft11emcnt• ntis easement shall be a covcn11nt running with the land and shalt· be binding on the successor~.~. h~~rs, and asaigns· of both parties hereto. STAT£ OF WASHINGTON) l ss COUNTY OF KUIG I, the under&igned, a notary public in11filvtor the Sta~g of Washington, h.eroby c::ertl!..,y_thnt on this /,£/!_ day of ~~/L. --------~-'' 19~1 personally nppeared before me ..... Rv;~ ... J... c/11.,,,,1;;,:, .ind 1'1",)f ti c.t.,~c . to mo kno\.ffl to be the individuals du~cri~in and who executed the foregoing in1trumant., and acknowledged that they signed and sealed the same aa their free and voluntary nee nnd deed, far the uses and purposes therein mentioned. e, .LZZ, rl:...~ Notn~y Public in and for the State of Wnshinston, reaidin& ~t s e,.,f//c. k/A-. . _ .... _____ .....,_...._, .... ______________________ ·~------- Description: King,WA Document -·Year . .Month.Day.DocID 1975.717.567 Page: 2 of 3 Order: RK Comment: First American Title First American Title , ... ,-. -0 "' C, ,-. .... ,-. 0 "' ,-. .. ~ N ., Q I'> * 11:: • - • :i· RECORDED -·····~\'JUESl 0 Cf ...... \975 JJL l7 PM 2 3 ... ~r.c.:.;; ·., .. . • K1•,C t. ·, f\l£D for Record at Request oi H ~\ ,., •, '•"' ~• '•<!';i//1~ i.;;t ·-· ' • ,. •• ,_,..,, ·s ,I ',Jr, 11•11 ·~ i', ·,,;;, Description: King,WA Document -Year.Month.Day.DocID 1975.717.567 Page: 3 of 3 Order: RK Comment: First American Title First American Title 6. Exception_06_750717057. • ., ...... , .. fdd.f;.l:lf;.11.:t . THIS AGREE'MEN~ made t.l • .i.11 3 / .JI-day of 19.::[L, by. and barween Rafi"'/ B · /(..,.J. : -•• d -r~ ~· 5,.. K --1t1, r.,1,_,,...._, 'h'm lh, hereina!ter called 'IGrantOrs", and King COW'lt:y \later Plscrict: Ho •. 90, a-mUllieipal corporation of King County, \.'Mhington, her81na!ter called "Grantee," WlTNEfSETHo That said Grantor(s). for valuable eonsider.1tion1 do(es) b)' those presents grant, bargin, soll, convey and confirm unto,che Bald Grantoe 1 its successors, or assigns1 a right-of-way or.ea&o- fl'l6nt for Water nnd Sower Mains 'IJit:1-. necessary o.ppurtenanc:es o·ver, through, across and uj,on the fol~o1,1ing described proper-cy stt:uaced in King County, Washingt:on, particularly de.scribed' a·s followa1 . ' A-PERMANENT EASEMENT ~ascribed aa the Northerly 30 fee'C of tho NWC of the NWC of tho SE\ of Soccion 14, TOWl"lship 23 North, Range 5 East, W.M., leas Counry Road •. {:J :;i_ t'I...., .. -, , ... , .•. ··-...... ~ .-l!,, ...... /r,.,· !. /!.: 1,,•, • •• ,,/ ... .,....,:ct-. Rcccrd Owner, .rtoyal B, K&rc:h Eaaernont No, 1,4.23 .. 5 .. 5 "502] S,W, DAwaon Streo'C Seattle, Washington 98116 Description: King,WA Document -Year.Hontb.Day.DocID 1975.717.570 Page: 1 of 3 Order: RK Comment: First American Title .r First American Title • • niat se1d Grantee shall have thf ~~ght without prior inscitution of any suit ·or.proceeding at law, ai:l111m1ia as may be necessary, to enter upon said prOperty for the pllrpose of constructin&, repairing, alter1..'lg,· or recona.cruc:-ting said W.iu:er or Sewer Hain. or. making any connec:tlons therewith, Withot.i:t incurring any legal obligation or lia- b1l.1ty thereforr pr~ided that such constructing, repairing, alte'ring or reconacru.r:ting of s_aid Wnter or Sewer Hai:.n shall be acc0tnplhhed in such a·manner t:hat 'the private improvements exi~ting in th_ia rightwof•way shall ~ot be disturbed or destroyed, or in the evep~ they are disturbed or descroyed 1 they will be replaced in as good a condition ~s they were immediately before the property was entered upon by the Grantee, The Gran'cor shall retain the r'ighc to use the aurbce 0£~ &Aid easement, 10 long as aeid use does not interfere.With the ipstalla• tlon and maintenance of the Water and Sewer Kain end 110 long as no per,unent buildings or .. structures are erected on· said -easeme"ht, ' . . . ,, Thi& easement shall shall b~ binding on the parties hereto. STATE OF WASHINGTON) l ss COUNTY UF KINC 1, the undersigned, a notary public in and for the State of Wuhington, hereby certify that on thia 3/pr day of !+f:'/ ~~~~~~~~~-• 19~, personally appeared before mo . ?~,./ f( f<Lfill and '4149 k tltrlJ t let:> cord':known co be chn individuals described in nnd who executed the toregclng instr~-nent, and acknowledged t~at they signed and sealed the samo aa their tree and voluntary act and deed, for the uses ftnd purposes therein mentioned, Description: Klng,WA Document -Year . .Month.Day.DocID 1975.717,570 Page: 2 of 3 Order: RK Comment: First American Title First American Title ... _:, .. · 0 q n .. 0 .... "' 0 .... ... .... 0 "' .... ~ G .. 0 " . --: ·- RECORO•D OF-------•.. ·:::::)EQUES1 ~, r, ., ,., ·:,,; • ...... :l Description: King,WA Document -Year.Month.Day.DocID 1975.717.570 Page: 3 of 3 Order: RK Comment: First American Title First American Title 7. Exception_06a_2004062.160 WHEN RF.CORDED RETIJRN TO. JACK H. LEI NIN GER Attorney at bw 8407 South 2591~ #IO l Kent WA 98031 • IHI 11111111111111 ! 20040629000160 LEININGER A 20 00 PAGE001 OF 002 08/29/2004 09 I! KING COUNTY, LIA Assessor's P:irccl or Account Number: 1423059022 Abbrevi.11ed Legal Description. Ptn. of NW !I., NW !I. SE Y., 14 -23 5 E. Full Legal l)escnptJon locatt:<l on Page One PARTIAL ASSIGNMENT THE GRANTOR: King County Water District No. 90, a Washington municipal corporat10n, for valuable consideranon, receipt of which is hereby acknowledged, docs hereby assign and transfer to the City of Renton, a Wasluni,>ton m'uruc1pal corporation, Grnnlcc, all of ,ts rights and obligations with respect lo the constructing, repamng. altenng... er rcconstrucung sew..::r mam, and necessary appurtcnmcc::i or connection:-. therewith under thal certam Easement recorded under Kmg County Auditor'> File No. 7507170S70, m King County. Washington. concerning the following described property· Toe Northerly 30 foot of the Northwest quarter of the Northwest quarter or the Southc.1st quarter, of Section 14, Township 23 North, Range 5 I.:ast. W .M., less County Road. PROV!Dl::D, this Partial As,i;;nment is cond1t1oned upon the Grantec·s covenant not 10 imcrfcrc in any µ,anner with. and to accomm<>datc in all ways poss1bl.,, the Grantor's exJSting and future 1mprovemcn1s, water mains and appw1cnances. and further RESERVING unlo 1t<olf all rights and obligation, with respect to a nght-of-w•y or eoscment for wc1tcr mains~ :ippurtemmccs, or connections thereto. hoth present and future. which have been con:)tructcd or may be con:,,tructcd, over, through. :1cm,, and upon the rc•I property legally described hcre,nabove. l>ATED: By J•d RRqR~~RR~2 M~, ~l~W!WIJ, Description: King,WA Document -Year.Month.Day.DocID 2004.629.160 Page: 1 of 2 Order: · RK Comment: First American Title First American Title I:. d • • STATE OF WASI rINClTON) ), .. COUl'\TY OF KING ) On !his day, pcrsund!ly appeared hcfurc me, '{?lel,...~~ ,'/t,.e~~,,u , to me known to be the {Yllf,vll,~C/C ofKmg County Water District No. 90, who acknowledged lo me that he is aulhori,ed 10 execute the wnhin and forcgomg wstrumcnt :is rhc free and voluntary :,ct and deed of .l<.ing County Water Dis1nct No 90, for the uses and purposes thercm mcntJOncd. GIVEN under my hand and oflic,al seal this ,;"-{__ &y of J'-l.Nt 2004. ~'{fc ~d for 1hc State of Washini;1on, residing a!. _Ke ,._b,.,, . My Commission Expircs._{:-/'9-oS'" BB9£~SB£SZ MUl ~39~I~IJ1 e~~:01 ~o 0£ unr Description: King,WA Document Order: RK Comment: Year.Month.Day.DocID 2004,629.160 Page: 2 of 2 First American Title First American Title _B._E_xcept~_95022304,__ ... __ --··· .. • PUGET PO.llfER " FILED ron R~CORIJ Al R[VU[ST or Pl!C,E 1 J'OWHI Rf !U ESl"ll [)i"!'"lflM!.liT PU BOX 11111 W Rrl.11.VlJI. WA!">IIINr.fON 9,1(1()'J '1!.l4 • ORIGINAL ur. .. t 1M ·-:c,; ,:. ~,:u~ir; ~-,nl. fr P1:t·,·;I:. r,-1 \'l'r ~-,l,, I... 11,~ :, !.,_ EASEMENT i1nd Drbn-. lbho ro, •1\11 ,n eon51(11rll1M of Ori, Ooll1r (S1 00) '"ct ol""' w1 1111b .. con11dl'flhon, thl r1c"l)I or -.h II heraby ar~nowtedll!'d. DAVID A. NYBLOM,,..,fMOQIIUild_... r<',,..,11,,-he<11ni t1 .. 1Dy p,an11. to1Wt'p'S 11111 warranls 111 PUGET SOUND POWER & LIGHT COMPANY. a w .. tw.g\on Ct>opo111,on ("Gr1nl11· htr11n}. Tor 1ht PUlpDUI l'leramalt~, 11!1 fonh. I ~P~IIII UH--·· u,011 tPWI llndet lhl lo..,_g cknub9cl , .. 1 ~,oparty (!ht "P,optrty' n1r11n) or, KING COUNTY. WHh11>g1on SEE An ACHED EXHIBJT 'A' e.~1p1 11 may bt olh-u ul hlorlll '*-Gr1ntN'1 nghla 111111 lie utftiPd upon lhal por\llln or Iha PfoP9fty (Ir.. 'R'IIM-ol-W•( hlf..iif ll"c''""' .. fol'- ,., R,gtit.Df·W•y 11n (IOI lttl •n wodlh h1v,ng 1, ... l~) !NI of ,uch IIWICl\h on •ch 11111 of I c'"11 .. 1on1 llncnbtid 11 follows. TM! Cl!llftlll.Nf. er OhNftl'I ,1oeunu .. CONITIIUCTm on TO II! COlrllTil:LICTtD, flT'!IClf.0 OIII illl!LOC411ED. lfflO Wit-111( U0VE IJEIClmf.D Pllc.tllYY, 1. Purpo99. Gr1n1" tlall hl'l'II""' 11glrt to constNct. op11al1, murtaln. 19111,lr. rflll•c:e ind enla191 on, or fflOfl 11..:tl,C .,,,,.moH.'OII Incl/or do1l11bul,on Ion .. -,l>Cllor 111111 .. ~ Rifhl,ol-W1y IOfllllll' ¥With Ill -·H•ry or "'nw-1 ippull1n1ne11 th11 .. o. wtiie=h m1y 1n~• bul 111 l'Nll l,mdlld lo \ht following ,. ,.,,.....,.&cl iac:1111111. Poln 1t1dlor •-• "'1111 crMu1m,. br1cn. guys. 911d 1nchDR. elec:!rlt: lr1n1m,n,on ind do1lubut1on bnn. cornmun,c1L,on 11111 aign1l l1nu: l11n1lorme11 b. Ul!GffVround ladlltlel. \Jlld11g10U11d r:ondU!I,. cebln, vt~i. m1IIIICIIH, IJWilCMS Ind l11n1lmm111 1em,.bur11d o, gtDllnd mouo1a!l t1c,ht1tt 1uch 11 f>!,d1, IJ1n1lorm.,, and switches Following ti9 ,n,1,11 con11'uc11an al~• !1c11~,11. G1111t" m1y from ltm. to 11111e can1ttuct 1uch 1ddrllon11 ll!let Incl other f1Clllt• Ill! lnlt 19qUIII 2. ~.. Gftnll't .ii,n I'll~ th, nghl Ol lct9111 lo lh• Righ1-or-w,, DWI' Ind ICHIII !hi Propetty ta 1n1bl1 G"nl" ta -tiN ill ughb hlJ.unOa-. prcmd.cl. that GJJn, .. 1haU com,-nut, GranlOf lar any dlm.1g1 lo th, Prop9'1y C.inld bytnl ,,,.,c,n DI .. ld right al ICCIII J. C~lng of lfNI. G11nlH 1h1ll l11YI Ille nght to Cll1 or trim any Ind 111 bf11,h OT tren 1ttndmg or ~row,ng upon the R1gllt-ol-W•1. 111d ,lso Ille 1igtd to cul oi lum any,,_ upon lht P,op911)' lllt\lch. In falling. COlild 1n Gr1nt""111•1,01'11bll jijdgrnent, be I hulrd to Grant11'1 t,clld1" ,., Or111tor1 UM or Algllf.or.way. Grantv,es9Nft !Ito rlflhl ro uo Ille Rif!N·•"·W•r ,,,. 111r """"""' /Id 11\conMllnt Mlh 11>1 ngN1 "'-'""' or•nlML, pl'DYideCL, th•I Glll'lla< •n1n nol e11n1,truct a, lflllfllliln 1nr bullllmg or 01h11 1truct\lf1 on thl Aigh1-of,W1y 1nd 9rllltDI al\l!I do no 1J111\lng Wllllln JOO fNI or GnlntN" t.clll191 wllhoul o,.n, .. ·, pnor Wlllttn COMM! 1. lnNfflnlly. Br 1c:c.p11ng •nd tlCOl'ding thi1 Hllln.nl, G11n1M ,g,..., la lndlmnlly ind hold hlrrnlnl Gr1nlm lrarn 1nr and 111 dllm1 fof lllp»I and/or d1m1g11 lllfferlCL by I")' pwaon. Which 11\1)' bl ttullCI by lhtr 0.1nt11'1 ,_ciH of lhl ngtit1 ~n f(lni.d, pro\'idld, lh.t Grl,n!N Ill.ii nol! IN ,..pot,albti, to Granto, to, .,,, 1njU1-1ndlrll' dlm1gw lo any paraon c.u1.cl by 1e11 or omlnlon1 ol Gr1ntor I. Ablnd-lll Tl,1 n~ hlrtrin Df•nt.d 11'11!1 ~Ln1,11 until 1ueh lime n Or1nl11 -n to uM lh• R1ghl,of,W1y 1111 I JllfiOCI of lwl (5) .,_.. pa1. t,, IIINch w.nf W. llllffll!'II lhl~ tlrmllllll tnCI all rlghll h1!MJmllf IIIIU rWIII to Gr,nlOI, l)W'ilCIICI, 1h11 no lblndQnmllll lhl~ bt dNmed ta 111\11 occurrld ~, flllDTI ol Gr1n111·, llkn lo lnlb1Dyin&lall lb recdllial on lhf Rilfhl-ol'.WIJ-..lltwl q partod ofllrTII fnlm ~ 4'1• hlflOI r, IUCDIHOI' Incl .......... Thi rightl ~ obl1glJ!lon1 al thl pilbll lhall inura to thl Olncld of Incl bl binding upon lh111 rllf'ldi','l 1,ll(:CII .... ind n1ign1 71UO 2+4 JH·-'C001/ll50141115·1'f9'.: ..... I I I . • I ·, . Ir_·· _____________ .::.··':.... Description: King,WA Document -Year.Month.Day.DocID 1995.223.476 Page: 1 of 3 Order: RK COJIZl!lent: First American Title First American Title ·--,---,..------·- " , -· ( DATED ttii. _~~~'1';:__.., "-~'~'~-~~---"_A_,_ .. ,_ __________ , It _!.X___. ~· GRANTOR· DAVIDA.NYBLOM,•.,,......,.. ...... Debr• All1so " /l .. ,/JC n~,,~ " (). r,. .. Q,Qk,: &TATE OF WASHINGTON COUNTY OF K I JJ& I '" I ·,~. ·-· Description: King,WA Document Order: RK Comment: Year.Month.Day.DocID 1995.223,476 Page: 2 of 3 First American Title l I '. I • • J2 · If First American Title ) lJ!,0146!, Jlf..ACOOJ 23!1·56 • THI EAST KALr .. r THI NORTfflfllT QUMTIR or ffll I01"11KMT QOAttH or llCTION 14, 'fOWXSHIP 23 NORTH, RANOI: 5 &AU, WILUJIITTII ND1DllH, IN ICIHO COUHTY, WAIIIINOTOHr T.XCEl'T THAT PORTION or SAID tAS1' HALF or flll NDRTIIWl:8T VIIJ\RTF.k or TIIK ·t:OUTUINIT QUMTER OP SAID SEC'rtOH 14 DI.SCRIDl:D H FOLLOll'B1 DE01NN1NO RT THE 80UTIIXA8T COJIMIR or 11\UI IAIT IIJ\t.r 1ir '1'11111 Nonnnir.111 QUAIITIR or TIii SOVTHtAST OUAllTr:R ,\8 fflp; PC'INT or TRUI IIJCOIIOl'JIIOI THENCE NORTH ar,•21· EAST 523,99 FUT ALOHO TIii KAit I.IHI': or tlll11U r.MIT IIR~r or TIii NOl'ITHtrEBT QUARTER or THE 90\ITIIIUT QUMTIRI THEHCI NORTH Hl"07'H· WIIIT,65!.U nn TO THI WHT LINI or IAID EIIIIT IIM.r or THE NORTHWUT QUARTIUI or THI: IOUTJIUIT QUAIITUl1 THINC! SOUTH 0•27•05• VIit U&.I:! ran TO THI 10\ITlt LUii o, IAID l:J\IT ,w.r or THE HORTHWtST QUMTU or THE IIOUTHIAIT QUMTIR1 TH£NCE SOUTH ea•11•35• EAST 6!1J.84 rHT J\t.OIIG TIii IOUTll t,tNr. or IIAID tJ\ST HM.r or TH! NOII.T~ST QOM.Tai. or 'l'H!: IOUTH.P.:P,ST OUM.TJR TO TII& ,nus POlNT or Dl:ClllnlNC:1 ..., EXC,:P'l' cotnn'T R01i.DS. • I I •• '1t1ifr1'1·, · c'h.f it Description: King,WA Document -Year.Month.Day.DocID 1995.223.475 Page: 3 of 3 Order: RK Comment: First American Title I • • First American Title 9. Exception_08_95080990. • • ::i :II: .,: "' • .. ·--.. ~ ,c I Ill ' ... "' " r "' ; '"'; ii, i,tI ·1s1 • l !• ii / . ~·~ z ,c a: :J! ... a: 0 z i • I I " • "' N i II) I 0 ~If di il!I lit ,~ ,;~ J~ ... ;! . ' ' . z 2 . • ... ,r; () ab.~· 1 ni ""wr 0 • ~ -Ill • " • .... MY NJ.Ga • -,,_ !_ ,,_ A,.C't,tLOOII l~I l~I •¥· .,. II) ~ ' ' I : f Ill j!: ... 0 • ..... -;i: z Ill :z: ... ... 0 z ~ a I; I ,,_ i ; i a~~·;in ;a•~in£ Nij't'S DN11SIX3 a • aw••f ,2,:t" l~I h!:dli I•· n-· .:·.,:lq~ .::i. .,.§. •!· .onw --. ~ s1!ni~~ ,1inr} ... .. • 'a .. p! n~a a: c., Q. ,c • De;criptiOn:· Xing,WA Document -Year.Month.Day.DocID 1995.809.9008 Page: 1 ot 1 Order: RK Comment: First American Title -- ~ Ii I I Tr I ; • • ' ~ ~ I f, ~ j " ~ :! .. il I~ § ~ 5 • ,~ 5 F-, ... ,7', !eo z • ic..ii C " ·' •,-.,,,, • • COUNTY, WASHINGTON B~UNbARY LINE ADJUSTMENT JIO. ,l,.03LOO 13 f;j • a ~ "' AREA LOT A • Snuare f"eet I OLD I NEW 1-· 1-4!ll.lti31 ~ RECORDING NO. VOL.;r·AGE g, u gQB_ GRAPHIC Sc'..ILE 1·~100· S"-".E ~ -"'l D !~ 200 300 PORTION Of" ,,/' _._/· i~~,--· I Cent_er, ·uon_:Comer ,, .• 1 1_ ~ ~OT(: IHtlOIIH Ul<l'.Oif ttE\11!.llT. IS Cll 5'JIICIM$IOI. PDIDllD. !Ht-,, UN£ OF N(W !.llT A IS ~A/WJ.£L 1111H -» Fm SOI.Int OF /jW,/4 of _SE1;.. s.)_:L, r.J1J...N, R.QE.,WM. ~ Tl1E OUSTING -,MOH U..E 8EfWUN 1114m A\o(NI.IE SE I 16alll "'1IJtU[ S£. SectlQO 14. Ehcased ., .• 1~.,t/On PiP.i.with B~¢.is I 1 .-.:· ,,.-J. ... ""-"'- ·'Pm VISITE:B' Juty. ~04 ..... ,,,' I · ·:·.-.. I I I I I J lb"r-Dtfrti?.YHURST HELD ~f referen~d I 11:~· ·:._ ,.-····· .. so• -•eoo 2008Xlo~ V0!...166 PAGE 74 -S Bros:i Cop in survey .. ::(R) .:· .: 1 1 .:~:ll2BI .,l,. ~l'l I .,• ~ ~1' I u ,~ 6 l'1atI I , I Concrete Cose pe, . -~.,-~ -_-;~& . -;'~~~~--:~f-~~1! .. ~~~---m-~f£-:~---/~:--=--.. ~ ---~01: _ ---~~so:: UYr 1 : WT 15 ~~r~;;ad;o::: ·:.;-.... r -~~4~_. ·.~HQii-. 7./--,:-.;.:. _ll'..._~f-4?.Jk.:_~~--+·-j;~~~t~-':~~-~~--1B1·11crw !,Al. iw....•eqpw --n ~~ -J~uthe!sf. J36th-§i.r'eetSecl1on 14 r v *'4iJ'n I:. ~~-· '-;. · lli-'' _,,· .. ,,if,J,,'1/, ,/ ·:,".:_,, ·,.:;;"-<•· _.,;,~_?·· ~--i,, ----~:;:: ----7'!.J.--::::.~ -~ SE11·om1c 13:6~ ----+--------14-1J t45."l..i006 1+'1 ,~-\itt .~: ........ !!! _,f-. .;' )' ,;!I! ,"···~::.....-~ '\ \\ • •. ... r --~ ---------::~ I : ·\ --· ~'I'~}: ~ '··· . ,,,',,,/'.JV ').~\ . ___ J 1 . "' l I~~ I I ·." Lot A~ Q. . .X· .,· ,,• a .. .__ .. ·-L_ w I ' -l .~ .. m --. ~.,.~.; "'. ...;:::::.{ • ~..;·:~ -... tt::::. -:r .6. ,/ ·), I ~ ---~ ~,, T ,_ , I l 1 ,.....,. ... ,.., ..... ~/~.ri:;:"' \ /f...!:il<-.,· . ~, --- t.i,J,1;100-07 ~??" D~llni:II ~llW'llllr,T<E.~ •••• I I ~I I 1 U<I06ifllll tol2:ll59Jl2 .... ,,=,~" DFJ;itt :::1 L.____ CAS(IIOllfllll ~ 1:::..1 !4'i7'51J(:OOS ...,1 I a~ I bMIES Lot 2 ....... ... ! l ,, .\IIJl:Ci,r.am KCSP 878133 .••• ~ I 4-QT.1 ~, '~tt· ·.,.. 8002250639 ~j ,,. ·=,~ CED ,.. , . ;;r ~ 1.·. ---'··-.----------------.,-~~ ,,' '•.,,,,···"·"· .. ·-:.: .. 1 ti'. :~-!!--_~ ..... p~ ,r'· 1.J. .... , ... , ... ,· ,,,··· ...... .,,.,, ··--~·') ~ .J,1 ,L _;>+' --,,.:i. ;~~--1· :;1!_ .'.?_;;:~ ~,, ·'I I ,, 1!J: Ga .-.· ., V.L. ;J t'A._.._ .• ~ ..., ' j I~~ j~d'.~t~~ .t .. ," ':1 "'j J';,· ,,.."'·. ~ . Orainf,eld b I :c ·.:.. .. -i ::SI • I ',· 'l[RllCAL OATUW '"""I I : 5'Wl)Q<j Fence ""=-1£1?-'di PRQ.{~SED ·prir ' . .§ _g-r ]:.'OT 2 KING COUNTY SURVEY CONTROi.. POINT fRENT2lOI :' +-1~ ,:;~~n.dell ,... , fJ'.l I ELEYHH .... (68.117 _..J· 1 .--·-··'"····-· _____ , LoiNldi'iF.~t' · 'll } cou1PwENT usEo ·.,. -':~ f -. ',.. ·•.-,, ::ii I TOPCON GTS 3B ro,~L STHIOI< : •• •' nus su:i~ IS B~ ON ,. Pf£VI0US SURVEY OF : ,rn l""''"'""' (,S-, _."' IHI: ""'"'61 c; • ~ l Ct! THIS PAO:'ERT~,:·' AECOAJ OF .s~~-AFN 9!j_060990DB. O Iii" , blll(II <>' o,.: .o.mos, -!Eli OF l«'itl< ,. ~,,., I HP ,4!l(l)( !UTA COLLE~ TOA • (l) KING ~TY.:;1'1ASHlNGT(?fh' '·:, :_: I~ \Iii.I : fll -0: I ·:,,, •. ~ .. -~1-~·-11A~~ or £~~RING ,/'." _._.::· ./--,,,,' .• --.,·.1.:e~:?!024 .5 I FI~~!~v'ai~Eu:E~L~CIRONIC [UTA COLLECTION] C) " ;jl; or SECTiat 1, .... s'slf)IIN 1»1'RECORI a;:'smin. '·:. : IS fm:11 IQ Vo:-, I 8: MCNJMENT!f:Tt£ WESliLHE ,;y:,'fHE SCUTlt!AST IJl<IARTE.A -, •• • ;-•C.. Cll I 1£.ETS DA f)(CEEDS 332-130-090 C/)'I: ~ A.FNS5DB09900B. Fll'.lTA'fm·:.0·111·~9·_,,. ;: , ··.,. F-...,, I 1c;~rooo (I) ~I~ R(rt:RENC(·:-~lfltym. ,,,,,/' :~' -7"f -·.t. ~. ~y>JI, ~::·.:,:-:> ~;-'"'~:~x<>'H~1:--"'-ff-~~ _ _~I & ~~~~ fOIJNO THIS SUIM.Y ;J •1f\:l PU,TOl'CAP.OLWOOl1,'"·Af¥1,·mfl20o!IB!I.. ,. I "":'/ . ,:· -~"--/, -><-><-w-~ r--0 FOlJNOl'ACl"EFITYCCIANfAA.SI!lllICATEO ~ 11!. • PUT OF FIOSf GAROENS, AfH B2B1D14:: ;,_ U>l 7 / .-." , ·'~'";_;.~ I ~ SET REllA/1 & CAP LSI 622S/341•!1 I (I) • § PLAT OF IIIL.LU.M'S SUNi'f SLOPES. Al'~ ~97966-·.RJ.·.·=:. ,, .-.· • ~ .,,..,., ·.' I I •cl FIRE HT!l'IANT i;: ~ ,g RECORD OF SURVEY, A.FN 7BU0JS011 ~-pse / .'.'I» .'.' f"rnc.f -'· Be"\, &,. 1 ~ & REccAD OF SURVEY. A.FN 95DBOssooe !I'll·. · y LOI. e· -:: _..-• ~6·p1,,,. I 'El' WATER YAI..Yf. ;.., I 1 ' ·., ··:,., I -, • .::;' 7•~'oo:ri r ~ . . ;; ·:·,:_-. I [ ~ Leo t<,. ~~~~~~ 2 5 121 --::.._"!.:,,,(,-'' .:' ·· .. !i!El''V."D"E'~!til' , \• ~1':l.>00'1> 0 PliON£ Off CAOI.£ POlESTAI.. [{l \ ;: ._x--,,-,,. ><---:-;-><-~. x-•-x 1! __ ,._ le:,: I "&f C,.S ti<ETDl l'-'I :-g i SE 138th Place,-.:,---1··'··-·· ---,:_l'H09w.i-e \ ,:::·-:-·-·--::-S::'::.~~c~~ II -,-CHAINUNKORWllEF'ENCE ~I '""I I'-' ----' / ,. ,... ./Fe!',~•.,:· Bam__j_:"· ··::4'1i<>; W'r~;,.,, ~~Cop )_ ----;=-~~rnfi~ gjl I~ Garde'ns ', Lor,·~',,-: ,:· .:· ~~ u:.::e . , r-·.-. : "'(~;,,~:: § i~ ' "'""'" PRO ' " " ' ~ vor 83 PAGE as 1 Lot 10 , 1 PoseD PLAT 1 , :.m 3 1 L _ _ __ ......_ J Nu:h:oJs Place :5' Bross Cop 1n I l,03POOJ-5 _ .l Concrete Cose per · , ROS 9~08099008 1 Not Visited l ~--------------SE 144th Street . f ,<' SoutheostCorner SouJ: 1/4 Corner CONC MON W/COPPER PWG ---------------------------~.:, ------L _ -'---''':... _ .__ _ "Section }} • ,•'A'i:.::7f.ll" Section 14 v1SITED Morch, 1999 .u:,'$'56'.c 2fi17.72' '&6~'07:'E IRJ ,..,,-.,,...-------,.,,~ ~ Survey & Mappin~ .. b(-· Dryco Surveying, Inc. 12714 VALLEY AVENUE EAST SUMNER, WA 96390 253-826-0300 fo)( 253-826-9703 Mai.r/Nyblo!ll'Boundiy Lliif Adjuslme~i :' •• .• /· ,:-'o, ;> OWH. BY ,,· L.S. CHKD. BY I SCALE P.S. 1"•'100' -:·;2003012 .{ ~'t;ET ;' 9 ·-.-,,.,g___n¢ ,_ First American Title 11. Exception_ 10_2004072.412 ·---- AFTER RECORDING MAIL TO: 111111110111111 20040726002412 Name Address City/State SB! Developmg LLC PO Box73790 Puyallup, WA 98373 Document Title(s) ('or tra"'Sact-ors eo,ta ned t .. ere.n) l Temporary Construction Easement FIRST AMERICAN EAS 2S 08 PAGE001 OF 007 07/26/2004 12 .. ~ l(lNG COUNTY I "'"" Reference Number(s) of Documents Assigned or released: Grantor(s): (Last name n~ then firs1 name and middle inihal} 1. Mair, Robert 2. Mair, Clyderae ) Add1t1ooal 1nformat1on on 1,age of document Grantee(s): (Last r-arre first. me~ frSI ra'Tle a~d nddle r na1) ~: SB1Develop1ng LLC, ; 'i '. /,hitRICAN L[ ;)..( sle, °) [ J Add1t1onal mfonnaOon on page of document Abbreviated Legal Description as follows: (, e loVblock/olat or sea1or/1ownsh·p/·ange/oua-,e,r/qudrter) Ptn of Nl/2 Nt/2 NW 1/4 NW l/4 SE 1/4 Sec. 14 Twn 23 N R 5 E Assessor's Property Tax Parcel/ Account Number(s): 142305902207 [ X J Complete legal descnpt,on 1s on page 4 and 5 of document J r am requesting an emergency nonstandard recording for an additional fee as provided m RCW 36.18 010 l understand the recording, processing requirements may cover up or otherwise obscure some part of the t~xt of the ong1nal document. .Note:· 711eAudrtor/Recorderw,//re/yon the,nformabonp,OVtdedon the form· Thestaff wrHnol 1eat1i~tto l'eltfy_Jlhe I 'accuracy or completeness of the indexing ,n{()rrmmon provided herein -· --·-·· ·------· Description: King,WA Document -Year.Month.Day.DocID 2004,726,2412 Page: 1 of 7 Order: RK Comment: First American Title First American Title • • After recordmg return lo. TEMPORARY CONSTRUCTION EASEMENT Reference#: NIA Granter. ROBERT MAIR and CL YDERAE MAIR Grantee: SB! DEVELOPING, LLC 'Legal Descnptlon: PTN ofNl/2 Nl/2 NW 1/4 NW V. SEl/4 SEC 14 TWN 23 N R 5 E Add11ional Legal Description: Attachments I and 2 Assessors Tax parcel ID#· 142305-9022-07 The Granters, as nruned above, for and in cons1derat10n of mutual benefits, do hereby grant, bargain, sen, convey and warrant to the above named Grantee, rts successor~ and assigns, a non~exclus1ve temporary construction easement for purposes of constructing, rcconstrucung, installing, enlarging, operating, maintaimng, repainng and replacing an underground slonn drainage pipe and associated appurtenances over, under, through, across and upon the followmg described property m Kmg County, Washington Thal certam perfectly square area of land, in the southeastern most comer of the property described in Exhibit A ["Parcel A"], that has, as two of its sides, forty (40) feet along the south boundary !me from the southeast corner of Parcel A and forty (40) feet along the east boundary hne from the southeast comer of Parcel A ["Temporary Easement Areo"J For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and mainta1mng an underground stonn drainage pipe and associated appurtenances, together with the 1 ight of ingress and egress thereto as required and apptoved by King County, for the purpose of providing drainage service 10 the property described in Exhibit B ["Property"] This easement ts granted subJect to the following terms and conditions· I. Grantee agrees to use reasonable care not to damage any structures or ut1hlles on Parcel A and agrees to immediately repair Lhe same at Grantee's cost and expense if Grantee, or Gramee's agents damage Parcel A structures or ullhties. Gran1ee further agrees to use reasonable care nol to damage the landscaping on Parcel A or the Temporary Easement Area and to return said landscaping to at least as good a cond11ion as il was m on the date of llus Amendment, pnor to expiration of this Easement Description: King,WA Document -Year.Month.Day.DocID 2004.726.2412 Page: 2 of 7 Order: RK comment: First American Tille First American Title • --~----- Construction Easement 2 2. Grantee further agrees to mdemrufy and defend Seller for any claims resulting from the acts or omiss10ns of Grantee or Grantee's agenls upon Parcel A 3 Tins Temporary Construction Easement shall expire upon the date Grantee's construction of the stonn system and related appurtenances is complete and Grantor has signed a non-exclusive permanent easement within the Temporary Easement Area as are required by Kmg County with respect to the actually constructed stonn water system and appurtenances descnbed above. Gran1ee agrees to use ns best effo11s to have such permanent easement area not e~oeed the south 18 feet of the east 25 feet of Parcel A, and to lllll1lmize any above ground appurtenances on Parcel A Notwithstanding the foregomg, Grantor shall not be obligated to execute any permanent easement wluch so far exceeds the south 18 feet of the east 25 feet of Parcel A as to, (i) interfere wrth any structures or improvements located on Parcel A as of the date on which the easement 1s requested, or (n) to matenally diminish the fair market value of Parcel A Th,s easement shall run with the Property, and shall be binding upon the parties, their heirs, successors m -~~ ~ IN WITNESS WHEREOF, the Grantor has caused this insrr~ment to be executed thi,;J; day of July, 2004 <£/,-M, a ~aw{ Robert Mair Description: King,WA Document -Year.Month.Day.DocID 2004.726.2412 Page: 3 of 1 Order: RK COJ111Z1ent: First American Title First American Title • I Construction Easement 3 COUNTY OF ~e¥CQ ) ) .. STATE OF WASHINGTON.~ On tlus day of J::)Jf3-__ day o ~ before me, the undersigned, a Notary Pubhc; in and for the State of Washm duly comm1ss10ned and sworn, personally appeared ROBERT and CL YDERAE MAIR, to me known to be the inchviduals described m, and who executed tho w1thm and foregoing instrument, and acknowledged that they signed the same as Lherr free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and offic,al seal hereto affixed lhe day and year first above wntton. Description: King1 WA Document~ Year.Month.Day.DocID 2004.725.2412 Page: 4 or 7 Order: RK Comment: First American Title First American Title • -~I.__ ____ _ Construction Easement EXHIBIT A PARCEL A THE WESTERLY 199 FEET OF THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LYING EASTERLY OF THE EASTERLY MARGIN OF 156™ AVENUE S:E. AS DEEDED TO KIJNG COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 1094243, TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS THE NORTH JS FEET OF THE WEST 187 FEET (AS MEASURED FROM THEEASTERLYMARGIN OF SAID lS6™ AVENUE S.E )OF LOT 20F SHORT PLAT NO 878133, RECORDED UNDER KING COUNTY RECORDING NO 8002250639, IN THE RECORDS OF KING COUNTY, WASHINGTON SITUATE IN COUNTY OF KING, ST A TE OF WASHINGTON. Description: King,WA Document -Year.Month,Day.DocID 2004,726,2412 Page: 5 of 7 Order: RK Co.mm en t: First American Title 4 First American Title • Construction Easement EXHIBIT B PROPERTY I 5 THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 14 DESCRIBED AS FOLLOWS. BEGINNING AT THE SOUTifEAST CORNER OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AS THE POINT OF TRUE BEGINNING; THENCE NORTH 25 DEGREES 21 MINUTES EAST 523 99 FEET ALONG THE EAST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, THENCE NORTH 88 DEGREES 7 MINUTES 58 SECONDS WEST 6S3 61 FEET TO THE WEST LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, THENCE SOUTH 0 DEGREES 27 MINUTES 5 SECONDS WEST S2S 82 FEET TO THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 88 DEGREES 17 MINUTES 3S SECONDS EAST 653.84 FEET ALONG THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER TO THE TRUE POINT OF BEGINNING, AND EXCEPT COUNTY ROADS. THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE S EAST, WM , LYING EASTERLY OF THE EASTERLY MARGIN OF -156TH A VENUE S.E AS DEEDED TO K!ING COUNTY BY DEED RECORDED .UNDER RECORDING NUMBER 1094243; EXCEPT THE WESTERLY 199 FEl'.T THEREOF, AS MEASURED FROM THE EASTERLY MARGIN OF SAID JS61 " A VENUES E, LYING SOUTHERLY OF THE NORTH 30 FEET THEREOF, TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS ANO UTILITIES OVER, UNDER AND ACROSS THE NORTH IS FEE OF THE WEST 187 FEET (AS MEASURED FROM THE EASTERLY MARGIN OF SAID I S61 " A VENUE S E.) OF LOT 2 OF SHORT PLAT NO 878133, RECORDED UNDER KING COUNTY RECORDING NO. 80022S0639, RECORDS OF KING COUNTY, WASINGTON. ALSO TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER, UNDER AND ACROSS THE SOUTH IS FEE OF THE EAST 22 FEET OP THE WEST 199 FEET, AS MEASURED FROM THE EASTERLY MARGIN OF SAID 156TH A VENUEN S.E, OF THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, _ Description: King,WA Document -Year.Month.Day.DocID 2004.726.24l2 Page: 6 0£ 7 Order: RK Comment: First American Title First American Title • • Construct,on Easement 6 TOWNSHJP 23 NORIB, RANGE 5 EAST, WM., LYING EASTERLY OF THE EASTERLY MARGIN OF SAID 156'" AVENUES E IN KING COUNTY, WASHINGTON. Description: King,WA Document -Year.Month.Day.DocID 2004.726.2412 Page: 7 of 7 order: RK Comment: First American Title First American Title • 20050707000726.:: Return Address: SJi J)i;vtl uf;!v{,, ll.C PO ,?ox ZJZ2D ,P•V,LL"le, w4 V,f?J 11ttt1u,11111 ~gj~oPj~ EAs 22.ee 87/87/2185 18:21 KJNG COUNTY, IJA Pl..,. ,,1,, ,, -1,r ..... u,, W ASHJNGTON STATE RECORDER'S Cover Sheet (RCW ,s.oo Document Title(s) (or transactions contained therein): (all areas applicable 10 yourdocumen, l!!!!!1 be filled in) I. Ot:l LAt1tJ. l!D"II oF C,/}JE/7t:,.Jfi., 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'son page __ of document Grantor(s) (Last name, f11>t name, initials) [<-o (l L"/t1 ,-1 I. /1/1 l& 2. r--_ ~ <' t£2ct:.A('- Additional names on page --of document. Grantee(s) (Last name first, then first name and initials) 1. .J /J.1 !21:. IL. c u,e; ad, t.. {... C.. • 2. 7 Additional names on page --ofdocwnent Legal description (abbreviated: Le. lo~ block, plat or section, townsbip, range) f.:.01 cl ~l~ tO.,.,.b l'v.,~,t7-f].t..A ,fl~ LQ?t.oo~f Adclirional legal is on page __ of document Assessor's Property Tax Parcel/Account Number 1_,:1..2 r o s:: -'J.1.zt. , Q ,7 0 Anessor Tax: # not yet assigned The Auditor/Recorder wi11 rely on the information provided on the form. The &taffwHl not read the document to vcrifv the accuracv or co-Ieteness of the indexini> infonnation nrovided herein. I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36.18 .0 I 0. I understand that lhe recording processing requirements may cover up or otherwise obscure some part of the text of lhe original document. ______________________ Signature of Requesting Party Description: King,WA Document order: RK comment: First American Title EXCISE TAX NOT REQUIRED BY. ar£cm~ Year.Month.Day.DOcID 2005.707.726 Page: l of 4 First American Title • After recording return to:· SB! Developing, U.C P .0. Box 73790 Puyallup, WA 98373 • 20050707000721;_,,,·,. Declaration of Easement This easement is made by and between Robert A. Mair and Clyderae Mair, husband and wife (hereinafter "Grantor") and SBI Developing, L.L.C., a Washington Limited Liability Company (hereinafter "Grantee"). WHEREAS, Grantor is the owner of certain real property located in King County, Washington legally described as: Lot A of King County Boundary Line Adjustment No. Lo3loo13, according to survey recorded July 23; 2004 under Recording No. 20040723900002, in King County, Washington. Tax Account No. 142305-9022-07 WHEREAS, Grantee is the owner of certain real property located in King County, Washington legally described as: Lot B of King County Boundary Line Adjustment No. Lo3Loo13, according to survey recorded July 23, 2004 under Recording No. 20040723900002, in King County, Washington. Tax Account No.142305-9121-07 NOW, THEREFORE, the parties agree as follows: Gran tor hereby grants to Grantee, its successors and assigns, a non-exclusive easement for ingress, egress and utilities over, under and across property described in Exhibil "A". _L day of c , 2005, IN WITNESS~· the Grantor has caused this instrument to be executed this l _;;;M Q zyaJ, Robert A. Mair Description: King,WA Document -rear.Montb.Day.DocID 2005.707.726 Page: 2 of 4 Order: RK Comment: First American Title First American Title • County of 16N\ ) J ) ss State of Washington ) • 2005070700072'5.a:.a:, Onthisdayof (Jl--dayof Ju~ ,2005,beforeme,the undersigned, a Notary Public; in and for the~te of Washington, duly commissioned and sworn, personally appeared ROBERT A. MAIR and CLYDERAE MAIR, to me known to be individuals described in, and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above written. Description: xing,WA Document Year.Month.Day.DocID 2005,707.726 Page: 3 of 4 Order: RK Comment: First American Title First American Title • • 20050707000726.:: EXHIBIT "A" The South 15 feet of the East 22 feet of Lot A of King County Boundary Line Adjustment No. L03LOOl3, according to survey recorded July 23, 2004 under Recording No. 20040723900002, in King County, Washington. Description: King,WA Document -Year.Month.Day.DocID 2005.707.126 Page: 4 of 4 Order: RK Comment: First American Title First American Title 13. Exceplion_ 12_2005070.727 After Recording return to: SBI Developing, LLC P0B0X73790 Puyallup, WA. 98373 • 1111111111111111 20050707000727 SB1 DEVELOPING EAS 22.91 PAG1ill1 OF 894 17/07/2015 11:21 KING COUNTY 1 UR DRAINAGE EASEMENT For a valuable consideration, receipt of which is hereby acknowledged, the 20050707000727.:: GRANTOR(s), Rohen A. Mair and Clyderae Mair, the owner(,) in fee of that certrun pan:el oflend, descnbed as follows: Lot A of King County Boundary Line Adjustment No. Lc3Loo13, according to survey recorded July 23, 2004 under Recording No. 20040723900002, in King County, Washington. Tax Account No. 142305-9022-07 hereby grant and convey a(an) (exclusivc/non..exclusivcj easement {attached and incorporated as Exhibit '"A") to King County. a political subdivision of the State of Washington, (GRANTEE) for the purpose of conveying, sLOring, managing and fac11itating surface and stonn water per an engineering plan approved by King CoWlty for the project known as: Plat of EvendeU together with the right for King County to enter said drainage easement at reasonable times for the purpose of inspecting, operating, maintaining, repairing and itnproving the drainage raoilities contained herein. No1e that except for fiicilities which have been fonnally accepted for maintenance by King County, maintenance and repair of drainage facili1ies on private property is the responsibility of the Evendell Homeowoc:r.; Associallon. Upon formal acceptance of maintenance of the drainage facilities within this easemenr. King County will then accept the responsibility for the mamlenance and repair of said drainage facilities. The ORANTOR(s) of said parcel is (are) required to obtain prior written approval from the Wa1er and Land Resources Division of the King County Department of Natural Resources pnor to filling. piping. cuttmg or removing vegetation (except for routine landscape mamtenance such as lawn mowmg) m open vegetated drainage facilities (such as swales. channels, ditches, ponds, etc.), or performing any alteration& or modifications to the drainage facilities, contained EXCISE TAX NOT REQ\JIRED e,~~ Description: King,WA Document -Year.Month.Day.DocID 2005.707.727 Page: 1 oE 4 Order: RK Comment: First A~erican Title ') ' First American Title • • within said drainage eascmcnL Th.is casement is intended to facilitate reasonable access to the drainage facilities. It is binding upon the GRANTOR(s), its btll'i, successor, and assigns. Robert A. Mair, Orantor OWNERS ASSOCIATION i.J Ii) Cl" r STATEOFW~GTON) COUNTY OF fy ss. On this day -1ly appean:d before mo: h-;<;~..\ . i?.or:cx,-'to me known to be die individml(s) dcscn'bed in and who cxccmed the within and foregoing instrument and acknowledged that they signed the same as thetr free and voluntary act and deed, for lhe mes and pwposcs therein stated. Given under my hand and official~• /:J'-day of -::S "-'::~ _2~. ~z;;,__CXz~_ NOTARY PUBLIC STATE OF WASHINGTON Printed oame DEANNA L Kl!MP Not.uy Public in and ror die State ofWaslnogtoo, ~'Y Appointment E,q,lno Feb, 22, 2008 residing a1 !~\~"":(t~';'; My appointment expun dCO\.,o I Description: King,WA Document -Year.Month.Day.DocID 2005.707.727 Page: 2 of 4 order: rue comment: First American Title 20050707000727_,:,,·,_ First American Title • STATE OF WASHINGTON) COUNTY OF KING)ss. • I certify lhat I know or have satisfiu:tory evidence lhat r2o!:,e.+ AfOVJ &ho.iv signed this U\5.t:rument. oa oath stated that he/W was authonud to execute the .... mstrument and acknowledged it as tie' ~~ OY"t:'::Y the Evcndell Homeowners Association. to be the free and voluntary act of such of party for the uses and purposes mentioned in the imtrummL Dalcd: r \11\~ l/1?. WO S: -l I SignatwoofNotaryPublic: I( {,%(. ,··w Printed ll8JDe ofNotaryPublic: 'Hz~ e. S"1il...:~I Residing ac &rur,.r/1 ~ .............. _________ _ My Appointmem Expire,: J..,.M 2 7, 2.wl{ Q I STATE OF WASHINGTON) COUNTY OF KINO)ss. I certify that I know or have satisfilctory evidence lhat C, l~f Oi-lu. fl.{.,.;... signed this instrument, on oath staled that be/she was authoriud lo execute the ~~ instrument alld acknowledged it as the f •t:nt 01C'ht1( of lhc Evcndell Homeowners As1ociarion, 10 be the free and volun1ary act of sucb party for the wes and pwpose, mentioned in the instrument. Dated: .iwJ'J !,~ @~ . . Sigoaturc of Notary. Poblic: ~ A~~ ~ LJ/ Printed JIIIJDC orNotary Public: ~~c S~"4 ( Residing ai: fu ti,,,, -~~------==--- My Appoirumcttt Expire,: \ M1 1-3.11,b.!:! Description: King,WA Document -Year.Honth.Day.DocID 2005.101.727 Page: 3 of 4 Order: RK Comment: First American Title 20050707000727.':0 :, First American Title 14. MHTE_2001091900189. = = = = = RETURN ADDRESS TRANSNATION TITLE INSURANCE COMPANY ~TIN WAY EAST, Suitt A OLYMPIA, WA 98506 AIIN: MINDEE ZANDELL ESCROW 74095 fh .. UAT£ OF W,\SHlNGTON LI./IP',.'1"''"1 •1 licEnsinc; [l! TITLE ELIMINATION MANUFACTURED HOME @6i9s1t'MBER i"f75 Ibis MobY• I loma lu being taxed as Real ?,open,. No R&al 01 Personal PtOpl)l!Y iux :, due. 'f''df-,:, / <=?SI!:'?:: ~"' ~/~ MANUFACTURED HOME APPLICATION COMMO~ LANO TITLE REF, ~t-L 1#4#·~i:ldti#itl•Wii 0 TRANSFER IN LOCATION O REMOVAL FROM REAL PROPERlY LAND ADDmoNAL LEGAL DESCRIPTION ON PAGE __ _ MANUFACTURED HOME WILL DE (!AFFIXED 0REMOVEO j Pffi'°'~~ LOr QLOCIC PLAT NAM SE p 14-23N-SEWM Woau.EHOUE.fE A legal descnphon can be obla!llod from lhe local County Aueuor'I: Office II thEtre 11 not enough room hEll'a, use The ApplJCabon Attachment fonn, "JD.420-732, avadabkt at your local Counly Audrtof"1 01111:e THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 23 N, RANGE 5 EWM , OISTI::REO OWNERS tLEQ..t.L ~RS -~ 1-- MAIR*P.A698L9 a'::a''JIX!\\i!;'!lffiJ\f'" STAT& ZIP CODE WA 98056 KING ' NOTA17V PUBLIC STATE Of WASHINj:;Jlol,N---"TE""l:"""A...!NE!J,!LFFL.~-----...... ...&""'.1.,J:..,~~b-- Tml A NEF~. Pnntacl tu-DI~ '-'YAwolntm&nlElfPll•~FE/lii8 1901N ARY. ASaP Pol~"P11"'91rc/NOTAFl'f I DEALER'S REPORT OF SALE I certify Iha\ this Information i. corl'9Ct. Thnehlcl•ls c!M.r ol encumbr--. ucept.,. ._ W,. DEAlER NIJMlll,R 0.1,TEO/:SA.LE INSn:!UCTIOHS. AND AOOTTIOHAL INFORMATION ON REVERSE SIDE Description: King,WA Document -Year.Month.Day.DocID 2001.919.1892 Page: l of 2 Order: 123 Comment: First American Title First American Title • • TITlE COMPANY CERTlACATJON I certify lhal lhe legal descnpbon ol lhe lartd and OW1'181'$hrn 15 true and correct ,.,..r 1119 real nr rooords N.\l.lt trTUi C0MPAN;'1'H0Nk ••-g~R SIGNA.l\lRE I POSlllOH ~" F-1nallm !hill llcabon wlth • Uoa,sln" A twllt,ln 10 cal«ld.-ol the dale ll11a Com R-r-ntatlvesJ-• BUILDING PERMIT OFFICE CERTIFICATION I certify that lhe manulaeluted home has been aff!Xed lo lhe ,eai property as dBscnbed. OR a bwking perrrut has been 1uued IOI' this plM'po$8 and lhe allachmenl WII be mpeeted '""'" rnmniatlDn a--· -"""""'M tf" .i,...2582 '"" • J. --J/-A L --/ C;;,}~~J."'Z'l' h: IV/eU/t'/ jl(lNAllJAE I p""'mo"fl. ,. ., "'" ~ , ::-, -lf'.!STRU.QTIOt,.IS.....-_-••.••• -... -=-- COMPLETE THE APPROPRIATE BOXES ON THE FORM AS INDICATED BELOW, DEPENDING UPON THE TRANSACTION YOU WISH TO PROCESS A Manutaclurld Home Tide EUmmaUon Application {comple1a boxn 1, 2, 3, 4 and 6) Use 10 abm1nale a tJtle lor a m1111Ulaci1.11ed home wtnch " IO become real l)loperty B Manufactur'tlll Home Transi.r In Lotatl'"1 AppUcatlon (comptete BIi boXes) UH onty when a manulac:ttned home (Whose !Ille has bean e~mmalad) t5 belrlg moved to land w11h a cliftarant legal descnpllon AND 'Mn beoome part ol 1he real prol)Elfty IO which 1tw1II ba moved and afflX&d If lhe transler in loc:a~on 1& between two different countiea, prepa1e this fDllfl in dllplicate and have each recorded in its respecbve county C. M.nuhlctured Home Removal From Real Pro,.rty Appllcallon (complete bolCes 1, 2, 3, 4 end 5) Use when lldrng a manufactured home whose llllo has been prev1ousl)' atmmated Once properly complet9cl and recorded, this appllcallOl'I becomes a supponmg document alorig Wlltl otners required to apply !Of a Cerllllce.la ol lrtle IOI' the manulactured home IMPORTANT: SJGNATURES OF THE OWNERS ON niE MANUFACTIJREO HOME APPLICATION INDICATE TERMINATION OF INTEREST IN THE MANUFACTURED HOME THROUGH TITLE PROVIDED BY CHAPTER 4&.12 RCW AND INDICA'TE INTENT TO PERFECT INTEREST IN THE MANUFACTIJREO HOME AS REAL PROPERTY WITH THE LAND HE/SHEfTHEY OWN AND TO WHICH IT IS/Will BE AFFIXED. IF THE MANUFACTURED HOME IS BEING REMOVED FROM REAL PROPERTY, SIGNATURES OF THE OWNERS PER THE REAL PROPER TV RECORDS INDICATE CONSENT TO THE REMOVAL THE FORM IIAY THEN BE USED FOR MAKlNG APPLICATION FOR TITLE WITH lHE DEPARTMENT OF LICENSING AS PROV&OED BY CHAPTER 46 12 RCW Note Owna11 of the manulac:IIM'ed home must ow11 Iha l81'1d when the appbc;allOn is lor a Mariuractured Home T1tle 0 ,· Etirni~~ (!r_a.l'@rrulacb.lr8d ~e Transfer In l~ as prpvided by Chapter 65 20 RCW SECTION En1e11h1;1 dascnpbon o! lhe manulactured home SECTION 2 Place an "X" 1n Iha appropriate box and enter lhe property tax parcel number, lot, block. plat riumber and tecboNlownshlp/ranga, when applicable Wnte a legal descnpllOn Ill !he space provided II lhere 15 nol enough room, usa the Title Applieallon Attechmont (TD(M20-732) When PfOC9$$S19 a "Tnuu,laf Ill LocabOn Appbcalloo.' both boxet should be checked Toi;i appbcatlOl'I must then be accompanied by two separate land dolicnpbons SECTION 3 This area must be 11~ned by all reg1ster8d owners of !he manu!aetu1ed home when procesn1g a ~Ill ellm1nabon 11 lh• mariufaeh111Ml home has bMn 1,c,ld and la being removed from the real propll'ly, lha ownars Plf tlte real p,openy records must eomplal• this portion to obtain a Cefllficala ot T1Ue Signatures ol the owners rr..rst be riotanz8d or certlhed by lhe ulbng dealer OI' a veh1cle bceflSing agent Fees wdl 1nclooe a litrng and applrcabon lee plus sales OI' us1;1 tax <1111;1 Atkillonal IH1 may include a llfle ebm1na~on lee and a Mobile Homa A!l11rs Fee Subagents will charge an ackitloneJ S81VICO lee (Fees are sub)8Ct ID changa without nollee) SECTION 4 Tak& the propertycompletad Menu!aclued Home AppbcebOn 8l'ld aD nacesnry Supporting doc:tments lo the Ctltlnl)' Aud~or/lJcensing Agent Ollice for approval Supporbflg dOl::urnents may IOClude but are not kmlled to f)l'oof ol ownership or a Manufacturer's Sta\8fTlallt or Ongm (MSO), proof of taxes Pllld. and applicable rel&ase{s) of intereat Subagent1; may not compllla Iha approval portion or \hit lorm SECTION S The "Title Company cerbl1C8110n" boll must be completed when processmg a "Transfer In LooallOn" or a "RamoVal From Real Property" applleabOn Important The Mal reool'O!ld appbcabon form mus! be subrnlrrad lo a Y81'1d& ~censing agent within 10 clays o1 Iha btle eorn;:rany's cerbl1cal1on SECTION 6 When processing an "Ekrrnrwwon" or "Transfer In Location" appllcallOl'I. a city or courity o1bce fdapend1ng upon Iha locatron of the manuracued home) must caruty !hat the home is affixed lo lhe land,OI', 11we abu~dmg permit IO allDC the manutactured home to Iha land. inspacling the completed anaehmenl TMl 1$$1.1R!1 olhce must svi tne appllcahon, aacllrig lhe parrml /\Umber 11 lhe 1111p&elloR has not yat occurred IMPORTANT Once lh8 applic:abon has beeri approved by lh8 Counly A.udd01"/L.Jcan5111g Ageril Olflt:e, lake your applleatton lorm ID Iha Comly Reeotd,ng Ofbce Retain proof of lhfl recording leas pax:I II Ille Racorda'lg Ofbca retan yt:1Ur Ol'l£Jfl8I appl!calion lorm, obtam a cer1dled copy o! Iha recon:led form APPLICANTS. Once rflCOfded, you must return to a Vet\1c\e IJcenSlng ofbc:e to Ide the Manufactured Home Appllcahon, P8Ylnl1 all raquaed lea• 71J9 C>epat1metJt of Lansing has a poltcy ot p,ovxl/ng equal access IO /Is sflfVJCa 11 yoo f1flf/d spectaJ accommodalKXI. p1use ca11 (36()) IICJ2.3600or roo (3601 664.JJ885 Description: King,WA Document -Year.Month.Day.DocID 2001.919.1892 Page: 2 of 2 Order: 123 Comment: First American Title \..,. ·~;. ., .. ... -.. ,,,· _ _.:.'· .,.,· y """··~-· • • .}'f<IN~ .. ~~UNTY, WASHINGTON ~ BOJJNOARY LINE ~ ,!\.DJUSTMENT , •NO,. L03LOO 13 .;·,,,•· APPROVAL 0£PARTMENT OF OEVElOPMENT ANDrRONMENTAl SERVICES ~"'' "~" ''°'*' ~rnNG UNff. LJ.ND USE SER",IICE'.S DMSION KING COUNTY OEPAR!MOO D,C:.1,SSfSSMENTS(l.,/,,.. EXAMINED&: APPROVED THIS 'Y:M:--DA/,OF ~ •• 2oa!J s.:rt+ Nob/g ::?fu,,4,,,,, ~ APPROVAL NOTES: THIS R£DUEST QUALIFIES FOR EXEMPTION UNDER KCC lllA.28. IT DOES NOT GIJ.I..RANT£E THAT THE LOTS WILL 8£ SIJITABLE fDR D£\.'ELOPMOO NC1W DR IN THE FlJTIJRE. THE LEc.-.t. TJW.ISFO! or THE PflOPCRJY MUST 8£ DON£ BY SEPARATE INSTRUMENT UNLESS >LL LOTS HEREIN ARE UNOER TttE S>.ME OWNERSHIP. RECOROlttG NO. TvoL. ~,,.,~£ · --"'""".Q,Ll I 711_ I .2.Q 7 ~ PORTION or ./ ...... NH" 1;4 01 _SE,;,.. s._14. T 23 N .. ri..5E .• w.~ ,.,.,.,.,··· KING COUNTY ASSESSOR ~,;:.Km.._,!:qJJJm' .,f,SSESSOR / · '", DECLARATION KNOW lilt. MOI Bl' TliEsE f'Rr,Stms TAAT WE TIIE UNDERS1cii£n OW)IOl(S) Of" THE l,NIO"ll£1mN, DESCRl8EO, DO HEREBY MAKE: A 8CIIJNOAAr LINE .<OJOSTl,jENf TH£RE0F P\JRSl,IANJ TO RCW 5&.17.IHC AHO D(CI.AREr ='ift,ENT TO BE THE CAAPtflC REPRESENTAl)ON OF n,1t SAME, ~ m,,r SAIII' ~ IS MAO£ WITH 'Q,&[ mtE CONSENT ~·lN IIOCQIIC,O,NCE,;,crtt THE OCSIR£S Of' lH£ OWNOl(SJ. IN WITHESS WHEl!E(lf" W£ HA'JE SO OUR IWIDS AND 1 /fl . . ,, .• ,· · ,,..·, ., l O • Ii l'lY\. . · ~a 111,zj),.. :~"/m,4,,m··· ....... ,/ 1 ~,1 oo · . ~l ~ -~ .... ~~ ····· .. ·' '' .... /' ,.) ., .-,· .. ,./ f /,--;;"'\'""·· . f~~~-~\. STATE CF IIASHIN9lr.ti, .:· l.,' .,, •. P ~·~.. f ; ~ii'.i(l~!•i1\ _. /. ~-'?. ,· .·.] 58 ,.~. ·-!; ,, ~ 1~·.. '~";;;~ STATE a= \U~INIHON. f 'o ••l"\Tl'"t.'i>\ .,,. COUNTY Of,.,' ~t('&0 ,;1-·1 ·~~· .>' ,,' f /0 Nor ...... ""\ ' . ~ -· "'' .,. ... . .. . ' ' " -~. '') { \<> ~ "'jJ .,~"(Iii; day p•r1~r;'lii1y app~J;.'~d bef11rt1 .,... ,,/· . ·' j ~\.. ~ 121 \II?>:·. 10.'}.Q!b ROBERT,.. MAIR Nf' CL'ltlERAE.M>IR .,· / •• :.· .... ," \'%.!'*2-osh ,';iQ:,'~.:;..: tD -lcno"n tu·'be·.ths l~lvldual5 o.~iicr1bea il)::°·'11<'1<1 whll_.,,· . .• • .' 'i.;:4o-~ ~ ~--ntcuua the wlthlJJ"ilflCI-fO!'ego1n11 (nstru111•nt._·.ana :· ;. .,· .• '"•~ -.,-· acknowlad~ed th11t the1· ug111d th,;-.'sau H t~lr tre,r.'· .,,· ,:· ··,,.. ·i" COUHTY Of °P/Q:('<2...-.. On tllt,o aa1 11eraonally appur1a before ., D,0..W) A. N'l'8l.OW NIO OEBIU L .lLBISO 111111 voluntary ,ct ana ae~a. :o~ .. :y~ y~·u .. ,· -:,' ,. ,, ··:-.. ~ "'"" "'""'"" ~~i:::05 ,,;.,·f~'~'/;;"' ,,•' / -... , .. , to • "'"""" to DI ~• tndiv1au1Js Oncribea 1n and who ax,cut,a tile ~itllin ana fore~alnQ Jnstru111e11t ana acKnowlea~ea that they signed tne a~ooe as thetr' free and voluntary act uu:1 deed. tor e us~ purpa5es h~r•ln unUonea, • ) ?, -{Jf OLD LEGAL'{JEsCRiP'ttONS LOT A CP..ta::a. lt4230:I 9Q:W 103,433 Sci Ft •;C·. TMAT PmTICW CF Tl£ ratnf HILF CF ~.liGml HM.f CF;'ll-£ N:JtlH,£5T l1IARTEJI CF Tl£ tmTIIEST lllAlirol CF llE sa.mEA5T WAR'lei CF SECTl!Ji,'i4, ·-1'811N:iiw 23 t«;l(ITH. RANGE 15 EAST W.H. LYIIG EASTER..Y CF TIE EASTER.Y -IN CF 156tn A~··SE AS [EFil[,CI" TO K~ ClUIJY BY:t:EED FEcalED I.KER Kll\l'.l aum" fEWllINl l'D. 109424.:l TOOETI-ER Mtnl A ~ ~ Fm: PG£$9. ~SS N<I l.lnLITIES OYER, I.KER N<1 ACRlSS Tl£ ICAJl,I 15 f'EET CF Tl-£ IE!W !61 FEl:T (t.S" !EA3ffD I.fDI TtE EASTEILY l'Wl3IN CF o::ull'Y FllAD fUGHT-<F-WU) CF LOT 2 CF StGlT Pl.AT NO. Bjlll:D:3. FIOIXREfFlKEFI KDG_.:aurr, IEq,{lllG l'D. 111X2250639. l£CCRlS CF 1(11,G aum". ~Ti:tt Al.SO T00ETtER ti'hH A ~M ~ FCfl ~ EEtESS N<1 UTU.ITIES CIW'l lKEI ~ AOlliS Tl£ =~~,T~}'~EfJ·!,~~f~~~t~~~TlE~~~~lN~~tn 11..W!TER CJ'l'TI-£ sa.mEAST:~.ll'·SECTICH 1~,,''f~ 23 JGm\ Rl,N,E t; ~T -.H. LYWi EASTER.Y CF Tt£ =?'::~==-~~-/ ,,/ / ' / ' '"" • .. lJ,£ E.lST 1-W.f CF TIE ,a,;ntE5i" Q.1,1,RTER CF~·~~-&, ~:-M. JJ3IIG-m1 23 '61TH. FWa'.:. ~~~SAm EAST tw.F CF rn(-~··~··CF *.,~ ~.s:r:·~.,93;fDI \ ~~w:;~1:lMT~!Hi~~~~25~.-~Tt£523~··~Tt£CF~{.~SAID~,,.( 1-W..F CF Tl-£ ramtEST WIATSI CF TI£ stlJ'Tt£,,,Sl WAATai~'i.oATH 68'0151" WESF.'-653.61 FEET TO n-£ ,, ~ ~CF~IDTC~~i.:: ~~awl~:: J:: :::tl:::%: =r::~,=:r~ .. ~ ~l~~.&-4~P:.l~lF~~Lll'E CF SAID EASf.~ a= Tl-£~·.~,..,. ~ EXCEPT co.MTY AQAD WNEYED TO KM co.MTY BY lllEl IECCRED lHEl KL'll·~,~~ .• lfl<'~·· SITUATE IN 1l£ c:o,m' CF K».G. STATE rl' ~. RECOROER"S CERTlf'lCATE ............... -... 11:({, LAND SURVEYOR'S CERTIFICATE '.'.i FlL.£0 FOR RECORD THIS :t} __ OAY Of f.4!.t 200~. AT 4?1,1. IN BOOK .1:J.~ .. orr~ P~7..AT THJJREOUEST OF TI-IIS BOUNDARY LINE ADJUSTMENT CORRECTI.'r' REPR£S£HTS A SURVEY MADE BY ME OR UNDER II( DIRECTJON JN CONFORMANCE WITH STATE AND COUNTY STATUTES. C. PHJL SARGOO ···iilANAl!tfr·-·- ILA 1 ../ L) ··w/tf;f!;ttarfrr. 2~~ "l_-lS-b.£ ~~ ~~ SAFl(;(NT ····:~>=· ..., ... ,·· :.5UR'(.£~:,~~·s:~-:~:~~~~ECT~b LE_(f~{ QfSCRIPTION LOT .If IP$ ft.42305 g:,ogJ 4$l5l Sq Ft ,:"· a/ ./ nt;-·EAST H,Q..J' CF TI£ ~-. aJNlTER CF '!f£ SClJl},D,5T WIJQ"ER CF SECTICN 14, TOWNSHIP 23 /..mTH. FWa: =~ ;z ~::.·lHo.L ~CF'"~ ClJ»llER a= 1}£ &lffiEAST CI.WITER CF SAID !ECTICH l.f.1,.11K: SWTii a= TI£ AU.a,r~ ~ LIie.,:· ~nir~~~~'~j:~~~~~:fs~~r ~~CFO'n-£~=JFCF™i:-~t~~~~~~~:mer~~ ~ fF n-£ KfIDflEST CIWRT$I fF lt£"~:.a.wm,,. NO Tl£ TOtHNJS CF Sl,,ID LL'E. N<1 EJa'PT a:um" RlAll 1DNEYED TO Kw; lll.NJY BY IHI) J£COR'.l1) t.tlUI KDC: CCUITY FEtrRIIN::; NO. 26BOQ;)4: StruATE JN Tl-£ Ci1MY CF ~ STATE CF ~O'f. SURVEYOR'S NOTE 1lE 1£)1 LEG.II. tESIJ'UFTtD-1 Fm LOT 8 H.IS !£EH lfUTlEN lf3£IN WITl1 1lE 1NIDi1" CF RIMIKI.TitG TI-E PIJSSI£U' HL\TUS BETlE£N 1lE SWTli LM CF THE RUmlY f£IElN ~ll£D NO Tt£ tmTH t.»£ CF n-£ PIICPERTY l!HIO! AIUJINS TO Tl'£ SW!li. 1tE POSSmIUTY CF A HIAM 15 CAIBE0 8Y A IIIFFB£NT STIJ1T».G POIITT FOil i}£ F.KC'S'TICl'I TO LOT B THAN 11-E ACTUAL CEED CE!D'.IPTIO'f fCFI lliAT Elli::EPTIO'I. T1'IS /£"~ IESCl!IFTlCW CE'SCR!iiES Tl£ talTH LW: CF n-£ EJICEPT!Ctl IN HE SAME ~ AS Tl-£ !E:D FCJI lHJ.T EXCEPritJI. Tt£F£81' PA:ITECT.u.G 1lE lNTEGIUTY NO COITTNJrry CF ll£ LBiA1.. CESCRIFiDIS, ·•·. ~.ASEMENT, COVENANTS, AND RESTRICTIONS, FROM ,7~SN,rtroN. TITLE INSURANCE COkPANY SU80IVISI0N GUARANTEE Na. 870890 . .. , ·=~ . ITEi-i 7. EASEMENT·:. 6A~.EE: KING COltHY WATER DISTRICT Na. 90 ii-~S£:'.~.IIATEH AKI SEWER M,.INS .. -. ,: ~R:J~°:.fil.y ~~T~Y ~~c6grzNgF N:~~~7~70567 ·• ITEM a,:: EASEMatf:"""·GSANTEE: KING COUNTY WATER 0ISTAICT Na. 90 . .. Fi~POSE: .\!ATER 1-~SEWei't·Mi\lNS .i.REA AFf:t::t!:TEQ;.,····NORTl-£fll.Y :ia·-,;E~ OF PARCEL A . .,··1£CDADE0: . .JULY 17, 1975. RECOAillNG Na. 7507170570 • ,.,_,..o.10.10 b)' .O.Oi'.c... ~o. p~:;-" ~./'~T~~-~'h1:~s:1~~~ o1st~°i"B(;n:1ot1 2.00"0'""'"0001 .. 0 11& 9. •. :: AR~· Aff"ECTED: _...I.S. coNSrnucTEO QYER PARCEL a_,,. ~··· .• :: llEtDROEO: FEBROM!'f·~J, 1995, flECORplNG No,:'3,502230-476· .. AIGkT TO IW(E NE;tESSUIY.:.tuJS M'FIUS UP.ON U,E LAND ••• - .. :-t£REIN OESCAIB'l;:o. AS. . .ESTABL.'m'lE:o •!N VOL~ ;u Of ...... :~r~k.e~~s··~~~:-/~~E <11.f: .( • ·····:: ITEM JO. ,,... . :,,,,,,,/' !~~;l,:~AL~~~~f i~i~: ln'c. ow, ~ •· .. ~~Pa,,r~, ~, ~ ,i SUMNER, WA 98390 LS. 1-/ifi/2004 200Jdh\. llait/Nyhloµ(Bouudiy Li¢. Adjus,(fll~Jil .. .,· .. .. _., .,, CHKD. BY SCALE \~.EET )j' P.S. J".,100' .,, .. ·.~·;' 253-826-0300 fox 253-826-9703 OF 2 KING COUNTY, WASHINGTON <' '@r ~8~d~~~~N~ I NE . NO.,,L,.03L0013 ,;: ./'" ••.• 1--.... 1;j • " !! .., ~ ~ AREA S"ucr• F•et LOT I OLO I NEW A I"""'" I"""' • 6!3till1 572,lilfit •NOTE, 11£ HOR!H UN[ Of ..0, LOT 9 1S OIi SU8DMS1DN. PEil DEED. Ttl( ~ UNE Of ~EW UlT A IS PNWJ.£L Willi ...., 311 FUT SQUlH Of 1l<E c.%iTI!tO WOffJ"'°'T Ul<lc RET'#UN lYIH ""°"-'£ SE It ltGIM MHIJE: SE. RECOROINC J',IQ VOl.,PAGE le u GRAPHIC 1-~100· SCALE: ~ "l mo 200 300 PORTION or fYW 1/4 af _§fl_ 1/4. s._-l:L r.J;.;}_N, R.Q.E.,W,IJ, Center §,#ction :~omer Sectiqn' 14, Eticosed .,' \",,tfOn Pl11oi'with Br..iss , .. , .... .l·'Pln VISIT~ July, 2.Q064 HELD pef referencbd survey_.f~!..,:._./:·· _ _)} ,~%~ti)·;:~~~£t-n,-}fij: --~--~~.: """ l1i6I 01•1 I J lbTis Dfilu1:YHURB'.r I 20(8I() olf,O VOL 166 P.4.G.E 74 S' Bross Cop ,n , Concrete Cose perl ~n' ._• ~-,;c-~ 60 1 LOT I rm ! c ROs 9soao99oos • • -----,r- T ·-·-- ·-!o163«100,,1 "" -"" I .., ,;; Not Visited -~~90QII I l East 1/4 Corner ---n ______ _J_ Sectton14 'J ·~ ' -'·· ?tni •m: "5'!'!: ·2. , ,.,-.no .. "" I ~ 911'171Xl1' OliA R -----{---"-n, -w: :outheas_t l 36th-street • r ---...,... ------ // .,· ,5/,, . I "' I 1~~ ' "'' "'I .l Sl11'S3l1' li'J.3'!· .} ."·".c.! 2.'i' ., •. :''" .-: ~~,~-'c,,,, sq,(t/jLIH(,:,rwEIUffil""-'<F.W',um, ··\ .u~ ~•u -·~ D"ib"al;II !423115 9!12 ·-"'(J"(fl>f.'""""lofloBr,....,1'11"'""' .,,r-~JWI <f' ,_.,UUflUSf '"' · ""SU:t" r·· -\,,, .. !,,f?,{B , D Platl l ::c I 1"'7!"tl oce; ,- 1 "' ~. ~I J ~~ I ' Lot 2 KCSP 878133 8002250639 ~-··e ..' ~:r ~ ' ._,,.•' .... '" ' -··· '"'' ' tl ._,=; ':.:..;,."""'"· o.~ •== .... u~: .. , .... -·· .. , .... ,.,. . "f-\ 1 1 ~ _.-:·· __ .J\1v?fi~};~"TS i.l'i t1· I ·.· .----VUL. 1~ f'.,q,'~'l. f,j" =-=· .:,. I .,~I~ .. -*./ .,. .. ---.... --l PRi)['OSE .. 'D;Pr:XT 'ti ::i,r·j I tiJT 2 Ev.e.ndell Iii ~ I •· ~I .;'" 5'Wo<>d Fen, .----", L01Pi/6i'ii ~-._: -4--> lsAS15 or SURVEY •••· ----;;; ~ /. ~ "t ,,• nus SUIVB:f IS :8~SE0 llN A PREVIOUS SUIWEY OF : . 'EST ll>l 1F llf Ull till.I IF...,. __ ,, 1.:1 1 -.• I ~ WIS PROf'ERTY. RECORI or Si,5W!;Y AFN 95080~08 0 ' & """',:,, ... llf ;runosr '"'''"'""' lftlf1'1" ~-,1~ I "-' Kll'f(i C,CIUNTY -,jA5HJlt,TOfi,'' J(e,el,r I ill _.,- ~,., 1.~, --ei~;~' OF ~f~RING /_:". ../ _./: ,, •• ~--··, .. :~:-+ ; I j ye•· VERTICAL DATUl,I -., 1 KING COl..tlTY SLfWEY CONTAOl ~OlNT tREi'IT210~ EL£VAT!IJN 468.B7 I EOU!fl,l(NT USED TOPCON GTS 38 TOHL STATION HP-4eGx DATA COLLECTOR P~OCEDURE USED I FIELD IBAVEiiSE & ELECTRONIC O,ITA CC.U.ECTION ~ETS OR EXCEEDS 332-130-!ffiO 0 J ~ MONLJMENT9;:T11E WES1CLINE OF._-"i'tlf 50U.THe;AST,(:IIIAAlER <::ii I CF} il ~ ~N~~~~~ii. A~Wi:-e:-~~~_..rrsrm. ' ~I I l~J~OCOO Q,)ll~ RffER[NCE·.·:~lill.Y!;YS ,,,, .• •·' .... ;' --~:---r-·.t,.~ ~-: ~-::·.:::-:.::.;..;,. """'<~"~~:~~t-a_K_~~---.,.l & ~;~:mFOUNDTHISSUi'iVEY ~ 'ol Rj PLAT Of CAR0LWOD0.'"·llf'll··1-:0r,'2sosas :": •.• \ ·:,_,.:.;, · .:: .>-_"'-_,._,.--1,,._,._"-><-• f --r--0 fotKI PAOPERTY CORNER AS INDICATED ..., ,!! • PLAT OF ROSE GARDENS, AfN 6261014:: i:. Lot 7 ••• :· , ,:~·-i;~ e S.ET REBAR~ CAP LSI 6228/34145 I ~j ~ ~~J!r~~?~~e~~~ti"'"f.5597966-·.R_J.·.·':. / :.'bo :: ;.~w-" .. &n,__ I ,J FIREHVD!UNT ~ 1 ~ g RECORD Of SURVEY, AFN ~Oeo9!!008 (Ffi·. pse.,, !.J'.ltll' 0::: 2a·no"•:. ~ I ~ WATER VAL\/£ "'I I;.., ·-.:-.. , .. ,,," I--:;, •• ,::;' 7i~ixe;J . ·::.:-·. . . I I 51.!o 4 =,~!~ ;::; .q I q ---•u,(.-· .:· .. fi\il'~D'E'iia.!i9•.. \• 1.!:~.ml iS3 PHONE OR CA!Jl£ P£D£ST>t. ~ (0 \ :: ._><--:." w-;-:-><-~. x-x-.)$_ 11.~x--I,, I ro" C....S METffi ~I lQ ~ SE 138th Place,--..-._---I ·-s,·.,· ---,:;_,, H"'} !';,, .. :.::.;.;..,--=-~~afili'i:~---1 -=-1-CIWN U_NK OR WIRE FENCE fa I ~ ~ :----/ •• ,•" ··Fe~c.. .: Elom .• = 4H<>9 w ,. ~~C4p I ~ ___ .=:-_;=._ =~i{~ f!jl I I';] • J -'-U)f g -!-Enc:<0q'1ie~ .. Fence F.....i I ,-==m BUILDINGS R 1 ~ Gard ens ' , ', .. ,,· .,;;,., .. . .. , '"' ,-,., ' · § voL 83 P.~GE 69I Lot ,a ' , t .\"'2"l.15 'lf"i! :."PRf!PCJ.$ED Pu:f ,,, 1 1 ·t· -~cy 3 • _ _ __ ....:,.._ J Nw!fols P!aC"e .=-' •• S" Bross Cop in _l,03P001!f ., ... l,.-. Concre~e Cose per r £fSl4 corne~~ONC MO-;_-W/COPP£R-PW0-------·· . ____ S§_ l44_tl>~13";;/ _J' j~ { __ ,cf:'''..,,/:,/ ;i;. J!fi~~:f::,::~;,,.,, Section 14 VISITED Morch, 1999 !il!l'56S6"~_2617.72"··•$13"Cil'07~_(RJ _::· .i"·'"··~ ----.--,:~.:..r-=, " ~ Survey & Mapping·b('' / Mair/Nyblom Boundry Llnf Adju'.'..~e~l Dryco Surveying, Inc·:·,.... . ·· 12714 VALLEY AVENUE EAST OWN. HY.;· OAT£ ffil'ffio Jq§I' NO. . .. :·· SUMNER, WA 96390 LS. ··., ·.7Jt"i/2004 ~-;z,JOJ012 .{ CHt;O. BY SCALE s8tET · 253-826-0300 fax 253-826-9703 P.S. r-100· ,,,,.2 Of:/ 2 •• • AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Planning Division 1055 South Grady Way, Renton, WA 98057. Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON. ) ) COUNTY OF KING ) duly sworn on oath, deposes and says: . being first · 1. On the·. I {p day of kci_ / , 2o_f_j_, I installed_.:..../_ public information sign(s) and plastic7"f~yer box on the property located at _________________ for the following project: · MAIi< 51-bff P?A-J wner Name Project name 1UA£~ge/) {g}Sll{ ff«f!) Af; 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information -locations in conformance with the requi Code and the City's "Public Information ig sign(s) was/were constructed and installed in ents of Chapter 7 Title 4 of Renton Municipal s Installation" ha ou ackage. --'-4-H'-'-'-'-r r, 1_· . 20.J!/-. LI in and for the State of Wash~E\VED residing. t ]i,,,c../( P•c=•=d My commission expir~s on Ip -Z.0 -Z{) /,J JUN -2, 20\4 CITY Of RENTON · PLANNING DIVISION H: \CED\Data\F orms-T e~pl ates\Se If-Help Handouts\PI ann ing\pubsign. doc -3-12/13 • • 4" 1----------E6'' ~~·~' . o t * ~ PROPOSED LAND USE ACTION . ~ ! _,, . -------------------- 0 0 Type of Action.: (Provided by Applic:ant) I SITE MAP I Project Name; (Provided by Appllcanl) I Laminatt?t: Sire Address: (Jirovirlerl by Applieant} I I I Installed by Applic,,nt I I TO SUBMIT COMMENTS OR OBTAIN ~------------~-~---J ADDITIONAL INFORMATION PLEASE CONTACT CITY OF RENTON ·sTAFP AT: Oevelopnlent Sel'Vices Division 1. Spaco····1 f PLASTIC ··1 I 1055 South Grad1 Way re5erved for 1 I Re1110·11. Washlngton 98055 City provided I I CASE PUBLIC I lnstall_ed l>y (425) 430-7200 I NOTICE applicant Please i"eference the pmjeci number. If no : s.s· JC 14" ! L_ ___ number Is li~1ed ref1mmce U1a pro~erJ name. "ln:i;:aller Tnstructiors: Please ensure tile bottom oF the sign does not exceed ~8" frcn the fjl''Cu:id. ' I NOTES: Use 4' X 4· X 12' POSTS Use 4' x a· X 1/i• PLYWOOD Use 1/2' X3" G,\LV. LAG BOLTS. WN/ASHoRS LETTERING: U;e HELVETICA L8'TERINC, BLACK ON WHITE BACKGROUND. TITLE 3" ALL CAPS OTHf.R I 11?" CAPS and 1" LOWER CASE i I I I I H: \CED\Data\F onns-Tc mp 1 ates\Se 1 f-Hel p Handouts\Pl ann i ng\pubs ign. doc 0 0 0 • .., i b N a, .. b N _J . "' • N M ~ #!:_, • .. , ·~ -4-12/13 ) < • I I I 1-" \. • • I'll i!1 ·r . - !1! II 1 • i .. .11 :I I I ·: ,, r ! I "'I ri ·i' I ~ I./ ~ ii ; ~ l 0 i\ .., • ~ I Ir ~ • ' m• ~,J~, ~ .... ~ i.ia ~ ~ !' $ii' :I !!!!I I, llie • -z::. 'I ill "' RECEIPT EG00024164 • BILLING CONTACT ANDREW MICHAEL CONSTRUCTION 4713 125TH AVE NE BELLEVUE, WA 98006 REFERENCE NUMBER FEE NAME LUA14-000708 PLAN -Short Plat Fee Technology Fee Printed On: 6/2/2014 Prepared By: Kris Sorensen TRANSACTION TYPE Fee Payment Fee Payment Transaction Date: June 02, 2014 PAYMENT METHOD Chec1<#2291 Check #2297 AMOUNT PAID $1,400.00 $42.00 SUBTOTAL $1,442.00 TOTAL REMAINING BALANCE $1,«2.00 $103.00 RECEIVED JUN -2 20\4 CITY OF RENTON PLANNING DIVISION Page1 of1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Drainage Report · MAIR SHORT PLAT 13606 156TH Ave SE Renton, WA 98116 , LUA14-000708 October 8"', 2014 Prepared for: Andrew Michael Construction, LLC P0Dox6l27 Bellevue, WA 98008 ~----- 206 714-7161 Prepared by: Development Management Engineers, LLC 5326 SW Manning St Seattle, WA 98116 206 714-7161 cliff@sitedme.com · CITY OF f':ENTON RECEIVED OCT O<IJ 2014 BUILDING DIVISION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -------------------------- Table of Contents Section 1 Introduction .1. Overview -Existing Conditions .1. Conditions and Requirements Summary .1. Drainage Review Type Section 2 Condition and Requirements Summary ).. Core Requirement No. 1: Discharge at Natural Location ).. Core Requirement No. 2: Offsite Analysis ).. Core Requirement No. 3: Flow Control ).. Core Requirement No. 4: Conveyance System ).. Core Requirement No. 5: Erosion and Sediment Contra! ).. Core Requirement No. 6: Maintenance and Operation J.. Core Requirement No. 7: Financial Guarantees and Liability J.. Core Requirement No. 8: Water Quality J.. Special Reports and Studies J.. Other Permits Section 3 Off-site Analysis J.. Upstream J.. Downstream Section 4 Flow Control List of Figures 1.1 Figure 1.1.2A (Project generated) 1.2Figure 1.1.2A (City generated) 3.lHighlands Estates Drainage Plan Sheet C12 3.2Highlands Estates Drainage Profile Sheet C13 3.3 Highlands Estates Wet vault Sheet C16 3.4Highlands Estates Detenti0/1 Tanks Sheet C17 -3.5 "Local System" Drainage basin 3.~Evendell Storm Drainage Plan 3.7Saddlebrook (Div II) Sheet ClO List of Tables 1. Mair SP Area Summary Table 2. Mair SP Land Use Area Table 3. Mair SP Downstream Storm Drain System - Appendix A -Drainage Area Storm System Map B -Highland Estates Design Parameters C -Photos of Evendell CB#S3 and HE CB#38 fl01!Juhi)1jnl · I 'lci:b9,; ?no1.tit> 1c,1 vn: ·~1x:..1 -l.tJ::Jiv1t.vU V'lf~,-1i:cu?. , .... , ·:~ ,S .\L}:-.(.J.51 bn~ zri·v1J\b,:10J :r:yT, ,.::iv!.J>l 9g5nic;1\J y1i;rnmu,:. 2,r,0;1 n:r,iL':)~).I: r,ns noiW:ir10J S: r"!Oi:l:J~:2 rr .. ;.,-,o.~ lr~11 d:}_,1 'lb 1:lf ,-ic · bci,1 : I .1)V :ri9Ft!11ilJfJS5l tfh. ,] 2i2vh:n/i. s ;~2-..lO ;i .oVi ·tn.3rnf;·i !Ups>: ::r:-.;) ;o-, 'nt>, ·.v1·11 :r.. .rn:1 1119rr1:i·,,uf,s5'.l ?·,..:) , ffi~;,-:!'/2 ::iJr1sv~~vr10] :i' .oL1 ·(ni:;rr1!Yti!.JlJt1}l ~-noJ tdi•,.""\ i'···;f 11··1·? '1•11,· { (\· .. ,n· :-'I' j11<·n·-··'11·-..~'ln !"_l."I"'\·, v, , , ,~ . ,. , < ..... J '.) ,G.._:. J , .. ,\,. , -•I! ~~ ,1 J· .1n J ,..., . ;JOilt,13".,U bnG n!lfi1l'..l'ill£!Vi :2 .,'·' '!i1::rt101i1_1pc.}l 91,n .'. y:t111v'-5L 1 t:nb ?•..,;Jraj·tbiJ~ ':-;:Jr•~ni=": :·\ .tJ~1 Jfi9ifl':n;Ll;JJ51 ~,1JJ : .. 'tilt,u() 1s·1,;~·1 :i'. ol'l ~i·:Yn,rnup9Jl cno:) ·· 2 ,1h• 1t2 bi-,., 2:hoq!.:f1 :soeqc ;_j,,Tl1'.lq 191'!10 ,, 212v!r.nA ~,:ii;~>'r10 (. noi )102 I fl6$1:l2Qli · ff1E9'lJ.'r1WC'J A :n ,jr,oJ 1,,voi~l f!. no•_i· ... e2 2s11;gi 01 'lo :tiiJ C;8 11o1s1.::i~ ~Jti,o'") A~: .t. .t s·1ucict r .... ).;:1j£>1·.r1·)(? \1iJ} AS:.J..i .31'JQF,.:: . .r ~'.') 1°;-,' 1,,1n ,,,JG'li510 ~Gl,12:1 2bnf.:lrl(21t: ,.!'. £L' i,.1:irk r.::110 :n 01,,;,r•i15·1r, ,,t: !r,J23 ?bnclrlgin C:..f:_ -.r-,.,.,t, lj\~' -·-1::.i-.1-.,1.>·u,··· \} "" .. J·),1c .Liu\ 9.• 2!:1Ji.., .. ::!.::1 .;·.111':111gti-~L.f...- \ t') 159ii2 r.:,lnz-.'1 ·1c·i;ns·r~1(·1 201u~~:1 2~n~irlgiH >.f. f':?;j(i :·f]S!llti·rG 'r;:s.t2y2 IGJoX' r .r. I~·:-!'· ,. L;Gri!:.;;CJ 11ri\1J2 llsbnSiv:1 ~ .. E O n ·: -.e;rt2 , t • AO) )irc11d9\t)hc2 '\.::: ,·:slclsT to 121J sk:c: '(i!J,•lrf!U2 t~11A q2 iis;Y1 .J. ::ld;:;T o:::nA :.:i.;:U hnc I r-!2 1i6M .S: (\ 1~~1~'.V2 !113:0 rrr10.i2 ffiMSi.f2f1\N,.:ia q2 /,"),Vi .( x1br1, ,:i4A nnf\>i r~ ,~Ji.:,·? m··10J?. ns·:A :r.;n:s,c -A -1-· ~,--· '1 1nb~u 1·5.;.-.,"• bnrlrlnil. q c', :-·; ·.1 .Jll.J I t;,G;.J' .::::1 ,.JC:i ,l,J, -t:;: ,·1 -C, 3£-\lcff') :lH !Jr,,:; c.2d]") Jlci'Jf19VJ 1o 201or:q ··] • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SECTION 1 Introduction This drainage review is for the Mair 2-lot short plat located at 156th Ave SE and SE 2nd PL in the Eastern Plateau community planning area of the City of Renton. It is proposed to subdivide the 26,858 square foot property into two lots. Toe existing house and detached garage which fronts 156th Ave SE will remain on the proposed western Lot 1, (16,545 sq ft) without further modification. Toe new Lot 2, {9,650 sq ft) will front onto SE 2nd PL. Toe development will include a dedication of 663 sq. ft. to the City of Renton for 156th Ave SE right of way widening . It is proposed to retain the recently constructed frontage improvements along SE 2nd PL. New frontage improvements consisting of curb and gutter, an 8-foot planter strip and 5-foot sidewalk and a new catch basin are proposed for 156th Ave SE. These improvements will be connected to the SE 2nd PL improvements at the existing sidewalk ramp . Oveiview -Existing Conditions Toe property contains an existing house and detached garage, a large paved patio area surrounding a swimming pool, a gazebo and several outbuildings including sheds and greenhouse, a graveled area in the SE corner plus a large lawn area and 3 significant trees. Toe property sheet flows from the NE to the SW corner. Surface runoff from the site flows down the driveway and enters a catch basin in 156th Ave SE about 110' southwest of the property. Flow then enters a 12" public storm drain and continues south . Conditions and Requirements Summary Toe project consists of creating 2 lots by short plat, retaining an existing single-family residences and detached garage on new Lot 1 and constructing a new house on Lot 2 after filling an existing swimming pool, demo sheds, replacing graveled area with lawn and one tree. Toe project will comply with the City of Renton short plat and storm drainage and utility construction requirements . Following review of the initial Drainage Memo submitted with the short plat application, the City placed their review on-hold pending resubmitl:al of the Drainage Report with the following additional information: Drainage report: Please revise and resubmit the, drainage report induding the calculations. The existing conditions are to be modeled as forested conditions. Revise the, description accordingly. Additionally, mention the drainage review type as per the Figure 1.1.2.A (pagel-10) of the 2009 Sutface Water Design Manual Amendment For Core requirement No. 2, it must include the description of the downstream' analysis and evaluation of the upstream drainage system (page 1-21) of the 2009 Sutface Water Design Manual Amendment !'II,' f..'.!lil,,·:,1:l:11~ ~ :32 t.nr: :,? ': ... ~.i (!'t),:.i 1s h9iJJ0 1 ·:G.:;q ~·1:.;f:: :ro:-r~ ·tt:i.·1 ,rtt ·;·il c::1 \"•'J:.1~:.r1 sg,:-,nis:1) t!nT :.i!t1.,~;'1··~. · :. 1o·tn;;·, "j 'l{~i.) "J.t'J 1l· t:.· ... -:._.~. ~nLi,1 ·~:1n01n,rc,) HD'.,;.,jG~·; ·1w>j2r.,:; <: .. iJ .~.; H .. : i)ns ::.'1.:iJOr' ~ ·ti·t: ;,!·· ...;,f,-.JJul ov ... r r;jr/ ,.-;,-:~qo1q 1onl ~·1·1\:"tJp;:~ Pi ~1,dS: ~·-)r+J ?bivibU·.r. \.l~ ,l. JOJ rns:t::::Y.·, U:·,_·f ,r~.;1 · . ..; "'.1 r 1"J riiCfrl.i! ;;j·•: ·12 JV/~ . \Jr'. t :~)nv11 (!i:~~·".· ~,2;:·1np u~r\J,jj=:·~ ~.ii-,(i in'J,~ 1H 1 •1 )'t :..·-, l ·d\1-J ,:: Jo.I .,. .. ,n ::ii( .,1:4 ·~·~"1Ji~\·10n! Y-:;)l1;l 1uorL:~·,1 (J p2 2~-:.dlj n ,., ··s}'. ~' I '{10 ' J C,, ,-., .r': ,::}u 1(' n:;i:,r, ' •. :,LI f, 9i:1Jhf'i il:.v _;n'..: ·: ·qol:j'/ ,,b nri1 .JC] :, -,~ s:;2 . g~i.19s;w v~~'N )c~ tigii :3?. :.·-,/Ji.. ''}C: .1· -;\Ji ''-,.' !')fl r· ~-, f.'['1'-·' :., ",· -.·.•,C',l,n, r,·,', ,\i'Y,' ,o.l ')-,,,.•. ''"IC'"li ::,,(' ,.;,·1'•·(1 r;"I ~.:.;,,•·,-"'!(] ·• -fT "--• ,_• \.. · 1 0 ._,,1. •I -IJ.1 . ...,1•., -''• ,, • ,,tH.J . .t, I~ I l'!l.J ,._1 J •.J_,_;_;,;\J '. ,.I. r:;1·1;:, ,'.')_1~._,1q J.:0t--J r;;.:; :19·/tu2 L,15 G,u.; ~o ~1;:t:ai.~no; .:J,iGrr1:.,•-,01·:1rni ~gs~:~t.r,: 1,,;_,~l ,_;q ')2t;)f~~ ·:.~ , ... ,._v. · \ c '!CL b::co.1c· r.: 'J! ... t;\.Jd r:J·l;J i..vsn 0 in; ;,l:)v.:::bi2 ~oo~-2 :"r:.- 1: .... }J.tCi:-f)f1~.~2,i,--) +I;-~ ·.Jrc,rrr), ·, ~· "_J ... -·1S: _.·.~ :..,;)~ oi Ls ;i(I. _ ... ~:id IJj, .. ; 2·tnsu,~:r;r.·.:1r;-·u . q1tl1.i'l ;:-:.ib rii,·1~ tsvp·. c....,'.::P·1: E ,Jf;r;,:;-.1 ; b"· Li-, iJ ··r· -_,::11e; ... J"·,j·~cix~_; · ..; :....-=i,:,!r,o:--\(i!:·1-.:. .. : 9rt'.~ fjn:j t~!. :~ ~ t 1i111·_.• .. hn 1 , ·: d;1:it1J'tuo lr:··t·\18..-: :'. iG ._ .. \~G ;cJ •J Jn.Jq ;._J( ,i111rni· ,12 !~ f!m0riL J11u2 .-f1':J!tiflt,/· I-"_ br1s s~~ · n·,,1· i 9~)"1€1 • ~31 ,l•l ., .. ,·1 it)).:. • '-.tr,j· f•l E8i:> ~.)t-:!DV6"lfJ b 1e;;~ , .. r ''"1!1.._~·,1p ,.,-;, rnf" ~·.1r)i,";.I 315·. ',...-.,,,-"•,_ "'VJ,·",: "'1 ·,,, .. .:. .. , r 'L·r1·, i:'\/1.t(,li ·:1,.f1·, i,;.,, ... 0·---;1i1 ,.,,., ... ,~) ~··., ..... , .. ,~_ ... , ....... , .. ,, . , .......... \~·-':''···· ,, ' ' \ j1 1 . • ' .. • ' '..f . t·l1 1 :J('C•~" _le,·.,.,,:, c_.;...1 nt i1t?CC 1"lJ.,,) :) l"i)·•i:0 bnf'. {t3d~VI\D ~'?n.> n\V01) -:'V(1,1 :J.~ ~~: 1: L1 ,:..;1 t1r1ri '11.:il~ rr: ,O~, ... ,:1/ _,~·: f r 5 > _._ll'1~:-. 1·.Jr:1 \f\/:,;~: .\~/,9qo-1q !·J.-tj ~O ~2:'t 1·1r1, ... i!--2 ··i..iuo2 ' "<.":<~! ~ ") f'l(loJ ~,-... -.1\J' ,-. <i "i,,:,.,H::" ,.~ 'l.f"'~~~.•rt,. ?-'l".:.hl , A• 1:"'IL •,. <,,;,._Iii~ t;,;, :,~: l-·,t ~J',,i_Q ~·.c.,·.,Jl~t-h1\.l'...,- l/l::1r:J•:llpfli: pr1..1:,,, ;.·,·.-1;~1:c:1 ,;:A1 _..,. _ _.,.! ~i, , . .-:o! S: pnit.:.;:..~.-~o 2ic12no) J ... ,.-)·1·:1,.·:,·1· S, it '. .10 r>.:J{" tt.:.·1, ~ ':?i'' _.,_,,;2r.·~-, l:nt.,. i:'.; \. "!,, n0 CJ[ ... ·:og b9ri ... f:'--:-t) bnl:i ;.ci.JI ·;~)1:·-ll n.tr;, 1;,, 0::1•:_ 1YJ\~· r.:, (..!1~"-lr. ·.·,:,;ti··.·.... f.·. C .,:r it: /·;·1:Jr" , ... v2. ~niJ2ix~ ru, :::·11 ·~ ''~,~·1..: rr!,o: ! (,nr i~;:r, ~r .Jf'l2 .... r~·;r1 1·1·:1 ;,--lrJl""' :.;+I rifu\J ,,:t,tfi•.1., 1:iV'J 1' : .. ,,c·1 l ~rtT '.): ·11 ·. ;·h'\ i:'Wb \ • -"1 "1 1· .,.. • • I"·-· ,1 1 •r·" ',. ' 't) 1-,._ .. ,., . 1b ,.--.. , ,..J ! J; .. ' I · 1J )~ .I~ .,•.,I \,!I,., 1 '. .. l .:..:,,ii_.,. !:1 ( t\; '("\~., .. '·q .. ~ . . u ~1\, .... 1 .. h .. \ ... ,.:,\ ., ··.\rh :.:,'\ ':)\\1·°',,·.·tt"'\\·'• ,~ ...... •. •,:\·· ,u._\-.r,r-f' .~ ...-, ,.::·-' \")-1·\ ..... \(\'"\\,,·\~·i\v-:-u'.,:-"I-....... , •. ',r\\\_\_ .• i"'\,._ '*''l~,1.1. w ~C,1'.J .. , , .• ·\J 1, J 1\, '"'•'\.-.,;.":.' .,1_.,n._..,,:11\ , .. ,,1_,,.-..._..,\\:.~ ~\\, \':ot\ ~s ~i'./ \~ •·1~\, ·1 · (} ; ,';"_.,\ t:~ r.} \ , ':'\\;\~{\':},,I ,:\ .. \~1\V''>':~),j~~\ :...:\,;.(\\\ 1\C:''YJt) '~1.i:\t· .... ·-?~)\ .. , -:.i\~ ·, --.;:. -~\ ,'.;)\''.\ ,t<,., S\ \ \µ.., '.. .. , ""..(~ ~ , ,\.,,:1 • -.~\ ,:;_ ... t· : ·~:y(~' ;(:, ~~t : ~f\Y\r.,. I~ •,J \•· \~/)\.~'~\ . , \. \., \_ ~"'\\.\,..'.\·\ ' .. '-.. ..... '. -:·~-,r-:i. \~\\:C.~ \!t'\' ... ~, I~ ..)~~ -.lt) :1:1\~r/i:'?.".:\~ •_\<1 <:.:'·\~\-;\\'.• "'.,_r:\\r .. 'lo\ s . .r:}i'.1"' _,\ ~.:;·,,,\'.,.'.5\ CJVS~ ·:_ ·,,,\ \\J-,_ ~IJ~':.. · •. ,, \ · 1._\. ~ 1 '..;;,_n\ 'j \ \ \'c' --~.: ·:., ',_'~,\ ,\(.;It) H\i'-'~·1\·?.t\\.\ ':)\\l 11) :',!'.l\l\\•,;\., '':) \;,,: . . ,t\..J \\..:v~'it\t·,\~.A~1.,;,.\', ..... ~,-i·c .\! ·;.<1~\":\.·\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Drainage review type We followed the evaluation process outlined in decision chart In Figure 1.1.2.A. Based the proposed development new and replaced impervious area the development is subject to Targeted Drainage Review, see Table 1 and 2 and Figure 1.1. However, the City provided a copy of Figure 1.1.2.A showing a Full Drainage Review Is required, see Figure 1.2. There was no supporting information provided to illustrate the City's determination . • • • • ~~~ .. \fl' wsiv:;;, et~~:-.,~E.'u~ e i:;;:;,l, .A. t: .J: .1 91u<:1i'·I r1i :i crb 111Jic:1x,i, : :i !Jsnii:/uc: :0.::0:x .-1~ r, ,i;ii;u:!.iv<J 0rl:J l. 9V 'l)ilo1 t,N e . 2· 'fr,:YYli1.··hv .. b, -·; ;·::i1,; c:uo:v,J'lmi b,)::H;lq9': L,15 1w:r-1'!9mq<.ii:)v-il) b:;2oqo,q 0,1J •: --,~, , ... _~,,.~1 1ril{ t ... ',un::, : ·I ,-(' ;...('I:-, ; • ·.\ctr..,~~, . '2: \-'l:_""'1,1..:._ ::t .·-:,p1 ,.,io-:"1Q hr:ff.::,1 )"'f;T , ... t ·,J9.L'i' , ' • ' \·-._., .f •.-,J __,, t:" <,J ,i.., -\J1"' -o.. • ~•~ -~ -~~-• ..:_. , • ,'":< .•."-'..!_~)• ~ . ._.!.;::. -VJ. , . ._._. S:J2 ,lv,,iU;'ISl ci w:;, .. ., ;:J ':'['6nlli'IO liv, 5 pnlWN12 A.5..i .t _·,,i.lQ;:110 '/(j0~) 6 b!':Jb:vo·,q yJiJ • ,.., ii:) ':lri.t s:lr;,1c:ulli o! ':3hivmq :i:i;-rr;rff•olni i;ini~or,•:u2 on 2GW 01:;iiT .S:.1 ,;,1u~Fl e .f,r;j·J5nini,::1!c0 b • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Table 1 Mair Short Plat Figure 1.1.2.A Determination of Drainage Review Required Area Summary Table Exist. Pre-Dev Conditions (SF) Developed Conditions (SF) Single Lot Lot 1 Lot2 156th Ave Lot 1 Lot2 156th Ave Total Area 26,858 17,208 9,650 1,124 16,545 9,650 1,787 Pervious 16,542 10,198 6,344 100 9,588 7,050 Impervious 10,316 7,010 3,306 1,024 6,957 2,600 Total New and replaced Impervious Area is 3,478 SF There is no new impervious area. Instead, the project reduces the impervious area by 901 SF Refer to Figure 1.1.2.A The proposed Mair Short Plat consists of the following: Yes 1. The total new or replaced impervious area is 3,478 SF >2,000 SF Yes 2. The project results in less than <5,000 SF of new impervious area Per Figure 1.1.2.A chart, the Mair Short Plat is subject to a Small Project Drainage Review Is the project subject to a Targeted Drainage Review? No The project is not impacted by flood, erosion, steep sloped _hazard areas nor documented drainage problems Yes Project proposes to construct or modify a drainage pipe greater than 12" Therefore a Targeted Drainage Review is required . 909 878 ------··-·~ -----~-·---------·-·· ---·' ,~;(1, :1 =l.r.._~'.~\;, ,.!;' ,t '_JJ\,:'.Jc1i111';.,rf"\1 ! ;1-.· ·:•, UJ,t, :•nt~ !G~l,I :~_'et?,•t~-:.::,1 ,,,01 1·1:..11 ,;31•• ·1 1')'.),tJ-.'!'T',_ dJ,1,fil.111 .:;<11l:"~lh,:•" ... i'i'li,.J~H1;..1,"!,·'.:"". c,. .. J .l . ,11::-1 ut 1s1•1h :,·111\'>/\.1 ,...ry ',11; l,J .··?,, I G.:" t;:!'l 1' 1,?·1\::-,M ..)0?.1..1QltlQ '1r!T . \f .~· ! , n~, ,. ·;r,·.·.1r-• '1~ r.iiti:'1 JO 'fJC,,11~10.' ,,r•.,.. __?._?~ 1•,,\r,_,;1,._)1 Sci6'''iS~C ~;9:_·[!·tcT i.•/ ·_}~,::iiCu ... ., .~,l.JVl 0·1; ,! , , ; · ::.; h,, f, h -!::,12 t!'J'"J':• rn ... , )JL'I .~. u:' \1~ IJ~ .:o,-1r.,i ,1.·1• ~' "'J•ji ... :; 1 I' c:/: r~i'?'}.:!i1\:1r' '4'. ·hf J,"::1' t "<I ;1ui .. 1 .1~~-.q 'l1'\' s .. '. nh,ih .• V ":or1: 1i"J t.JtdJ2'V)J ( .. r1zr .. 1.:-·q ~-y->i,,lo -:1._Y ·, '11i~ O"' l £ i ti:-1 JL\l_:;i!3_:-~11r:if:,.:i_C h!;t9JJS I ~; ~ 1,11:n~_,, • • • • • • • • • • • • •1 .! • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Table 2 Mair Short Plat Land Use Area Table (sq. ft.) Including 156th Ave SE improvements from Curb Face to PL Existing Proposed Summary Pervlous 16642 Pervlous Impervious 1~ Impervious Total 27982 Lot 1 Area 17208 Lot 1 Area Pervious Pervious Landscape 10198 Landscape Impervious Impervious Pavement Pavement Sidewalk/stairs 386 Sidewalk/stairs Driveway 2320 Driveway Patio & Pool 133; Patio Gravel 130 Gravel Retaining Wall 0 Retaining Wall Buildings Buildings House 1790 House Deck 310 Deck Garage 740 Garage rotal Imp. 7010 Lot2 Area 9650 Lot 2 Area Pervious Pervious Landscape 6344 Landscape Impervious Impervious Pavement Pavement Sidewalk 172 Driveway Patio & Pool 475 Gravel drive 1924 Buildings Buildings Sheds 660 House Gazebo 75 otal Imp. 3306 156th Ave Area 1124 156th Ave Area Pervious . Pervious Landscaping 100 Landscaping Impervious Impervious Pavement & RT Wall 1024 Pavement 17547 10435 27982 16545 9588 386 2232 126' 130 105 1790 310 740 6951 9650 7050 600 2000 2600 1787 909 878 ~·..-1~:.r. i -....... I·-".!:_ ,, ·_'i 1 .• ·----. Jc, 1fl , • • • • • • • • • • ! •1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SECTION I.I DRAINAGE REVIEW FIGURE 1.1.2.A FLOW CHART FOR DETERMINING.TYPE OF DRAINAGE REVIEW REQUIRED Is the project a s/11f1/e family resident/al p,o}ect that results in ;,2,000 sf of new and/or replaced Impervious sutface or ~7,000 sf of land disturbing activity, AND meets the following criteria? • The project results In ~5.000 sf of new Impervious surface, and $35,000 sf ol ,,_ pervlous surface .-, --. SMALL PRO.JECTJ>RAINAOB RBVIEw ··.· .. · . .' Section 1:1.2.1 -· Note: The proJe;:t_ msy"Blso be .. subject to T81rJ8ted Drainage . - (~, Rev1ewiisi1ete~~f· . Yes I ·~ · . -... '-------~-----------------\,-J Nol '-, ( 1 Does the new or redevelopment project result In ;,2,000 sf of n- and/or replaced Impervious surface or ~35,000 sf of new pen,lous sutface? Yes ' Does the project have the characteristics of one the following categories of projects (see more detailed threshold language on p. 1-13)? No .---, 1. Projects oontalning or adjacent to a flood, erosion, or stesp slope hazard araa or documented drainage problem; projects within a landa/lde hazard area or landslide hazard drainage araa; or projects that propose ~7.000 sf (1 ac ~ project is in Small Project Drainage Review) of land dlslurblllf1 activity . ·2. Projects proposing to consfJ'uct or modify a drainage pipe/ditch that is 12" or larger or receives runoff from a 12" or larger drainage pipe/ditch . No/ Reassess whether drainage review is required per Section 1.1.1 (p. 1-8). {Yes ! ) ,, ., ... .,_:..: Does the project result In ~50 acres of new Impervious sul'face within a subbasln or multiple subbasins that are hydraulicelly oonnected? NO Yes LAROE 1'.~=JVJNA'.01,t Section 1.1.2.4 .. , City of Renton 2009 Surface Water Design Manual Amendment 1-10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . SECTION I.I DRAINAOE REVIEW A 11 f/li'£ : 1.t_; F1GURE 1.1.2.A. FLOW .CHART :FOR DETERMINING TYPE OF DRAINAGE REVlEW REQUIRED Is the project a alngle fanilly residential p,oJect that resul1ll In ~.000 af of new and/or rap/ued /mpeNlouB suriace or :.7,000 Bf of lend dlstumlng ac!Mly, AND meets the following criteria? • The project resulls In SS,000 Bf of ,-1mperv1ous sutfac:e, and sas,ooo af of new pervtous sulface · Does the MW or redevelopment p,oJect reault In "2,000 Bf of new and/or ,eplacfld lmpen,loua surface or :.35,000 al of new pervtous sutface? No Does the project haVe the charactenatiC8 of one or mon, of the follc,wtng categorie8 of projeda (aee more delal1ad ttueshold language on p. 1-13)? 1'. Projecls con1ainlng or adjacent to a flood, enislOn, or af8ep slope hazard al'M or documented drainage problem; projeclll within a Iandsllde hazatd area or landsilde hazatd dr8Jnage a,v, or projecla that propoaei<7,000 af(1 ac If project is In SmaU Project Drainage Review) of lend d1stJHtJ/ng et:tlvlly. 2. Projects propoaing to -or~ a drainage pipe/ditch that Is 12" or larger or reoelvea runoffli'om a 12" or larger d~ pipe/ditch . No Reaaaesa whether · drainage review is requlrad per Section 1.1.1 (p.1-8) . ,. Doea the project result In :.50 acres of new /mper,lous · aurlllce within a aubbasln or muillple aubbaalna that era hydrauDcaDy connected? Yea City of Radon 1-10 ./ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SECTION 2 Condition and Requirements Summary Core Requirement No. 1: Discharge at Natural Location The present property has a single discharge point to 156th Ave SE at the SW corner . The surface runoff flows to the paved shoulder entering a catch basin and public storm drain system approximately 110' south of the property. Runoff from proposed Lot 1 will continue to discharge to the 156th Ave SE public storm drain but be collected in a new catch basin located at the south property line . Roof and driveway drainage for proposed lot 2 will connect to the public catch basin located in 156th Ave SE. A small portion of the driveway runoff will flow to a City catch basin in SE 2nd PL which discharges to the Evendell plat detention vault. The vault outfall discharges to the SE corner public catch basin mentioned above and connects to the "bypass" storm drain system in 156th Ave SE . Core Requirement No. 2: Offsite Analysis The upstream areas surrounding property to the north, west and east are developed with single family housing, road frontage Improvements and storm drainage systems including detention facilities. Runoff from the site sheet flows to the SW entering 156th · Ave SE. Analysis of the offsite runoff patterns for 156th Ave SE are described in Section 3 . Core Requirement No. 3: Flow Control The site falls within the City of Renton Flow Control Duration Standard (Forested Site Conditions). Including the required frontage Improvements on 156th Ave SE which results in a reduction of existing impervious area, development of the site reduces the combined imperious area by 905 square feet. The bulk of the reduction will be on Lot 2 where several sheds will be removed and a patio and pool and large gravel area will be replaced with landscaping. See the attached Land Use Area Table; Table 2 . The existing pavement on 156th Ave SE extends approximately 28.5' east of the center line. With the proposed frontage improvements, tlie half-street pavement width will be 22'. Considering the 0.5' curb and 5' sidewalk, the new impervious width will be 27.5' or 1' less than existing. Therefore, constructing the frontage improvements will have the effect of reducing the impervious area along 156th Ave SE by approximately 140 square feet. · The existing impervious area on Lot 2 is approximately 3,300 sq. ft. Existing improvements will be removed Including a large gravel area. The new house and driveway are expected to be approximately 2,600 sq. ft. Therefore, the proposed development will reduce the imperious area by about 700 square feet. Since this ~-~o,i':~,_ ·ld ;...;·:~··:~vi ~c ~)~? .. ~~!'.''i:!•r~ .'Ji ..... .,,~'1 :.~i~~rs:r~\.:t>:-).~-~ s:~-o:: • i ;,tc,o:; \/',/c )1J '.,, :!~' '!JV/'. ' t'·,' _, ('j 1, :'1' j 9C •c;rl:;2ib :l[!fli2 . ?Gr! '('Pt; )"IC) l< ·9zq·1'-J srn r1·1;j~· ..:.::.k;r., bno n,2cc: :1--1~.)) 1:; dlt;,;.:f'''' ·. :..·1·i()r;~ r.sv:-q Siu f.'1 ~.:vvoli; ,:,.,Lr, 9.)b"i'"1u? srn t!I/~ ~ 1:.J U2..;.1"\t{!~·,,_! :<~ .. -1;: L./•:1 ·:u~.-.0,y "'ri11o 1·:~··~1J. ·n,; \'1·.:i611li>u1._. I~ r~':{2\"2 tli.~·,b \t: .... '"i ·_; ci t'·)j)9!;0':' :.:d 1dd ,'\; .1, nnt,,.? ·~rdt 1~1 J2. 1i!\ ···.AC! :;r;J 0·1 (:;r.r:ri:..2:i) C:i ~..;!Ji!i·)no.·, • :,1 ;i1 V!1t..1l,0·1q r11UC.2 .:-... r1~ ib iJ'-;J1:.:·:~1 I ii?Sd n:-;-tf,~:. .... ?r.r', : •. " .. Ji'{;.<:: s d .JJ" .'~:.,,1;:cJ lll\.1 ~ .: 1 ~=-~JG:~o-,q ,o~ !:"ik~fdr:;·,11 ·<1;;~1J'jvhiJ bnF:i toofl '""'Jj(.,) v-v: f-? OJ \1'Cii'l 1r1."J ~\Oll 1J1 'i· .'·19V•''.h )1i·: ·1f, fl(i.11Uq :!?11,·1;, A .:r) 'J'.1 ·"\ ·.::-2r !lt if•)jC,Jtti .~;1 i ,-\I :..-1"'; JIU: .V' nc; :. l:· •'-lb J .Jq 1\-1l.;:l~'1:1 ':ii ;J nt ;?~p'"i:Sfl.··r·iiJ rb!fJW. 1 r! • :_~ J2 n/ f;1;(..j · ~,. -1• • 1· 'vcicr· · ·1,; ,,-, • · ·1· · · ~-·1 ... ·r 1 1•'r·· "':.:; r1••· c1 -..r:· ,.,. ,...,ib j ... ;; .. • 1 J ,JJ . .' I .. 1 'IU • ...,, 0..., ') .... _,.,J ;j,. 1 I ...,1,.. • i I..JJi..l~l ..I.];.. j -11· .... -'I .. ,; .·,:! tl ! . _,' 1-ls11J • ..,t, ·;·;i A. h rfl;:" _Jr "" ·:,~ ,~\J" "·i1 " 'T• l• , •• 'i::" 1 ,111 c.·r· ·~-.;.,.,-, ur 11\11, .. lc.,-.... ! ~IL,, U.'(. 1,.,C..1t1\\.• .c.1~ he, ':.:l'::W3b ~Yi!~,<.· .. ~ t:· l~ J2SN ,~r.-:·~fl ~1,1; •d ·,:J1_:1(i,r1,·! Uf11:·ln~,i:,~~iJC' r.:b31G 1n..:,c,r~]2q:.1 .:\(fT . 'ff .':\J2.\ ) l"_(jl ,~iff:;J I; r .~ t::' L..:15 ,:Jri v·11; -1)":~.{.-.-2cjr,e:1 i )G.J'l /Jill2'. ,t)rl 1th nr-:. t:.':r:1i"" r!!:~'V 11 (·?1 [Vl(,_1}1 ·.:i \,\',.~ £;fh )1,·\NtJiJ <cv;:·,~ 1·~>· '.;)1i't 1•10·fj l1Cl0U.s:l '"!(~i1JiiJs'i ·10iJ'(1 -.d·i;) pritt,1-'l·,1.i ih.,:i.x:.? ni L·xi; .. -.~~-.,I) i;:11 :1.~·. :.JV/\ r .. c'. .. J · • ..;: .... ,r~~J;t>q 11"1t1U· ·)J,,·.dtu .:W"U ·:,. ~j,.-.~'lt.Jd .~r. ~:/./.'' ;: .. t:t1~.;1~; ,·~n:··L ;?;: .. of/11 ,97"-':t·~~-~,:;:.~ ~ t,--:·.10:l citi2 b.:.J :J:L ·:) ::.ns:..1nr~· C I 1(J1Jff1t!<l ,.·.njnci....,'. i,.1;({1 110 ~; r:/ti ~;·i y1L) ..;11:.t n1r!:fi 1,v 21!')) 91":.. '.1(! !_. ri:;i~'..·; -;. -r..1.l\· ·v~ ... nc. 2;ri:;;T1~1vr:1:}n!i s1!G~'l1J1\ 11.=r,;up:·1 srt (!rJ.-1!; _·:1i. .\;.:.~1t1;jitn1JJ srH 2.:l),,:v,n :...1 · ,, :t .J jnc;c",(1ni'. •Sh ,,_;q,., i!LOiv 'J'". :r Q""2-,:"J 1;-non)l l!J9; ,:; , 11 2~:t:.,.n ' ., ' I n ·1 . J 1'1'1· ' I f··-11 r I ,,.i .• ') ·lit tr' ·-•ri·•· '·'. 1 1·1 '" ','Ir II ,-a·w "'ll''.l'dQ' ' t· J ·1•"'00 :•-.~,. .\ ii,J. 'V JI} •. ,.; ,_., ,, ., , ':., I ,.,;.,,', ,.I',~,,,. t. \-. lL, i)~-11(., r, I}.~ 1: I~·· I, UI .J tJ' .! 1 ; lj~-r:;) j,;1.'t ... :1tt :"Jf!1GI ;~ru:i , .. :c.1 ~)ri::. 01'1;.:,<1 ;, bn:..: ~;sv,:,:n~~,, sr; i!i·.·1 c:.):-ld? , :;·1:~ '~),: :?·1i:;~:,.., . ; clcj.:,T ,:::Jc:s·:· .):P/\ ·: ·lJ t"\1 ·.1 t,~;,'\)fi.11R :· ;# '-'~·· .• [:· fi::},3::brttil ,1-:;, • ht:J:--:51Q81 l'J, ,:·), ri1 ·,(· ·,;, .. ·,.fh yJ,,j,;m1xo~1 ·, 1r, 2i:in,:tc9::;,;, ')••:\ "'oc:J no .r,~r,-i<.::'Jhq 01·'j,1 ix:· 0r,T :..d i11 1,·., 1'.1b,· ~n~)r.·1"1'.rSC1 _i·~:-:,L 1lcrl 0ri1 /~J· .. ,~,11=··/01u;1:: ':iQGJnff;~ b~J~0t 1L1,.1 ~Aii :~JIV/ .;:nil · ~ '2 \.'. '· 1 il 1 • .. !·rl~111~·: .:;:._,1v, ... .1.1rri1 v,,1~,11 f~·!;, 1 lr+·.,.,,-b: ! 1 (~ c.-;1.'i \;,,_: .... \i r. ~-.. -:j pn1i:J·.2.~1t~J .'~5: ,dt j\1L'i ;::..,." ;.-t, ~:H·1·1:1'.1C:tY .... 11 ~t!~Jrio,:1 srH r}n1.1Ju···:(.'nr\] \;;·10~1J1-1~·1·: .Qn,1?.i~·.::"' :""!rrU .~·;! 'l '..' .. ,, 1fJ2 .'f J '/blGtTr)'. 11,,q.; ~·; ':l2 U//1 ''n: ! I!' I( ·, t:'115 -1,oiv ;Jqrn, D,~:i (JI";, )lJl)C) I "l1. J)ci\b ,j~S, ;:111:lcix:: ,it '1, (lllC.L yl<1J;,m1!-:c,c;c;t; 2, l; ·toJ '.'10 6'.J•r, c1.;01v1,-ir,1 ,, i2r,1j21,.' 9riT t):1:, ~~?1 1 :.'1 ~ /':. ;·, ~rt t J."/)i;.; !s , ···l' ld·· .• 1j tS irti·-·~J.i'i:" .i b1\1(..1T,(,;-1 '.:~(! 11!vi: ~:1n::,;nr.JVC1 ,;·1rni 0~ ·('~-:0,1 ~. Ii 1 .~r_· ~:-3:,·'.~f :1'. r'") J()i~ f'" '/l!-1fiiii1X{Y.qr~1-.., :::f ,:;t t,:=rb 11q'-.3 ... ,;: \'.Sv'./2'.llb ?ir.J ')'I 1i:.. ,-:191 ~,·-L!,c'. i:'iC:\ ~IJCC'S .(J ,~:.lit •:uoi·i0,1r,1i 11~r '_J_,..:b·_;1 Iii. JIS1f1~\•l::\,;?b • • • • • • • • • • .: el • • • •' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • reduction is less than the 5,000 square feet threshold, the project is exempt from storm water detention or water quality. A Restrictive Covenant will be provided to limit the impervious areas . However, as required in the City's on•hold notice, runoff calculations are provided in Section 4 based on routing the Lot 2 generated flows through one of the existing detention tanks fronting the site, which have excess capacity . Runoff from the development will connect to the "existing" storm drain system· constructed as mitigation for the Highlands Estates development. There does not appear to be any over topping or erosion within this public drainage system . Core Requirement No. 4: Conveyance System A wet vault and two detention tanks are buried in the 156th Ave SE pavement fronting the property. Access Manholes, vents and. grates will be raised, as needed to accommodate the proposed 8' planter strip. The vault located in the NW corner includes three large grates which receive surface runoff. Raising these grates in the planter strip would prevent street runoff from entering the vault. This vault was installed before construction of 2rn1 Pl SE. It appears that the new catch basins installed at the intersection by the Evendell development now collect the street runoff that would normally flow to this vault including the flow that passes over ttie "local system" CB's . Therefore, the actual tributary area to the grates is minimal. During project design, we will discuss with the City the need for providing open grates and/or a new catch basin connected to the existing vault. The only new public storm drainage facility installed for this project is the proposed new catch basin at the SW corner of the property. This catch basin will serve to intercept and capture surface runoff from 156th Ave SE and sheet flow from Lot 1. Since these flows already exist and are presently discharged to the "bypass", the new catch basin will also be connected to the "bypass". However, should it be required per the amended SWDM, this catch basin can be connected to the "local system" via second new catch basin in 156th Ave SE that will intercept the 12" pipe between Tank No. 2 and Tank No.1. Runoff from the new improvements on Lot 2 can be connected to the new City catch basin in the SW corner of the lot, if required. See further discussion in Sections 3 and 4 . Core Requirement No. 5: Erosion and Sediment Control Typical erosion control measures based on Best Management Practices will be shown on the engineered plans when submitted for the utility and roadway improvement permit. The site is currently fully developed with landscaping, a paved driveway and patio, a swimming pool, a house and detached garage and out buildings. Required erosion control measures are expected to be minimal as there is limited disturbance anticipated . ,r,·u;.: :T111 ,qrq9'('.' 2 .1:,9,mq ~lr!J ,blOJi''.'-f'l:-i J5:c1l !.!',~~),' (;QQ,;2 !"f'l'.i ni.;rij .c·-•91.:,i f10i1Jub:'l1 :,,•: Ji:,1il 01 ',;;;:,iv;, q ·.iu 1;;.11 :tr,1:,1131.0) evi:vni2sfl /\ '(Fi:;up ·1··.;;;w 1,, •,01Jn9jr,b ·;!;;)ir,v1 .2'69ib ~U:JiVl!?t'.'Tii ,, h•)i:,iv01<; ~,£ c,ic, 1rlt.,IR:> TtonrJ': ,::;:;jun t.k,ri-11;-> \':i;J sr1:l ni b;;.11.;ps.1 21; ,131,;:;woH ,.i ,:~i::, ';rij ~·: · · ., i1puo1rl1 ;:,,,olt :y3Jt,1~.1.::g <;. jc,_: 0r!1 g,1ij1101110 b$ZF:j !· roi:!:iec .vii.,squ) 2:",)X<; svsr' r!Jirl1! ,-=rl12 .91i"J i:i 1i.;:i(r;1 cJlm,1 no!jt!sjeb n:·,:f.··(c nir.· h P 1,J,2 "iyi,jc.:xr," 3f1j oJ J.;3w1.::,.1 liiv. lrsrr.qolsvsb srif moTI 110nuSl :0,1 c::Job s,, ~··n . · .c::,.1qo1s,,L, 29'1.::P.0 , 2l··1s1ripiH -:·rlJ 10, roi:/&Qijim :i.:: 1)9:J')m.,2no:, . TISC'I/ :,:,··,i:·,b ~ilcluq ciri:! ni··!·i:1 · "'Oi;,,r,·, 10 gnqn,oJ 1svo ~11r: c·;! Jj ·:,:.9qq6 ms.t.:1{; :.1:,,:c,f'.l'Jtlt{) :,i> .c!.'s :lri::lrri:;i·ii;;,;;!l}~ emf; :/' ,',inr11 I 1, l'.'l:1 •':JV6:: _;;;: ':1 1 1,'\, 0'o2.t <1ri; ni Dc'h' :d t;lr 2.-'.nr;;, 110i.lnms:, OW1 br1G faJ!W 19W A .._·J C~,:tiS :r: ),. \f)9z:r,.;·: 9d ;:, .. :., c..r.:J31[~ t·;.:3 c·Jnsv ,;,;;J!Odnt:,M ?G9JJ;\ .\{1:sqoiq GfiJ C'J~.:u!:in; i~r,·:s:i .. \I.~ c .. ! ' ·: •J:.'j;jJl.!! t~UE\ ~)rlT .~1i·ll2 19~n,-.Jq 1 9 1)92oqr"'if'. ~.HU s:LJbt,mi 1t,1]6 qi,Jc ·, ,i"C:C; ''lr!J f' ;°'· ,:i'i(l ''•?·c·ij ~.-ilinli .·r1·1':U1 :,:,L/11:? ',\/'S'.'l91 rbirl•'V 2~j6't(; !'JQ1al ::i':!l1:J ,; mi,:,,; ',s:,:, :.: ,, ~-' :'. : •1.,:;v , :,~r .Jl..;f.iv er!j i:Jr.nsjri:, rr1011 'rte nu·; :/91) u2 :tri:;;vs·1q biuow ::dj ju .~'.';1:~·.7-£1 ~n::~:·i ,:_:! )1 'i'::Ji"I '))1 ;r,rf:1 21t 'J 14s H .]i-~ ICI ~.~~ ~o nodJL'"i~no:i 'J1c.Jow ~i:,: U f:o, · 1·, ·~ ,, , ic .. :! :i:-ollu:1 won Jr·'.'l:nqoi,,v:1t llsiJns•/:! ~r!:! yd nc.1, J9ct1::i:1,·1i .lEC ,r,:. IZ~? !:;'.).~!'' :,: < 'J\/0 zc,2;:,:q JG(;J \IOI'. 91!'1 pn!r,ui1r:i :IIUSV cirl:t ()j ',,'.)!1 \''lG:lT•On ,.,1·J ,fli:?1(::)1 i'l·9[1:1c. r:1·~:,,:J .L,:"f1~nin1 ,:.! '·~jtJ1q :y;j \.i:1 5~1s ·y16Judiij isuJ='t:. '..:rti ,91ti'919rfi ·.~i;d rl:iJi;::; 111·:,in 6 , ,\: . 11,; :>s: :,~ nc.,p grd:..i. u1q ·1;,l ') ,:;1r, 0ri: v:t'J 0r':t ri111·.1 221JJ2ib ili•t, JilJS/ [)flii21X.3 :JrlJ O:i '.'.:,b~Hifl(O 1,, :/.,0:1n1ti ,,,ti ,'.i • ··/11u ·,-h 101 b:ilif-.i?1·, ·1jiii.;1,;1 ·,'.;1.,111,,1!.) rm,,J2 .::ilciu': W"!fl •111,0 !':lriT ':('.·' r::iiri ')J .3Vl!.12 :ii . .'' k: • d1:/::J 2'.r:T .•;t:9Q,J'll'1 '.'1ii J(l 1$f1',0J W?. ::irij jr-; ni:>Gd rbJt;) s2·1r;J :...Yll2 . f ~'O.J tn _:"1: 1.'1.1·,.11l j39r12 ~Jflf.1 :i2 ---v, 1~ 1 rn:ril ~li..JnU1 :1)6l11J2 ~1u:!qGJ br.G f:1~1-~ ;iJ;~ J ,,. ~--) J,1 : ,· :.'.2f:'!VO.-, 1 ,ij (/ b3J-:.:;r!:i:.h ''(i}ftS.:.-_~,q 91f.) bnc. j;_2j:,es vt,59·1!& .:>'f\11'!1 nrl.t ,8iq :·;,-~·.,1 iJ,JC. · s·.1 r DIUC'"1.~ ,·19vu11:c:: :·. ;-l,qyd'' :·3rlj er.' :)9JJf;flno1 ed 02ki H,vJ ',·,c, · 'v"'n,·1 '·, I ')C''" er'• iJ ,., ... .,,-,~-"' 0 d 1·J n1·-r,·i r'J'lh) · ·"'· 1vJC 1JV" l'"b~cr · 1..,11 °JC.· •• _;_~ ,c.. I; , .• !,!.> l , .Jl,.J.;.., ,IIV-:-, D ~ !~ ) .• .,; tiJ , .• I r. ,::., 1,..; ilb :.ni:;: ,(' .'j )!f'.:;T ,1,,:'i,'1 ,:.(i :): :1;, \';' :J•iJ :1,?GJ1;l:ii'•i 1i:v, •;,dj :12 9'J/\ ''i}:::, r:1 r:26d rb:IG.) W~)(l ·V::11, ~.;o~ 01 bq:.-:. ::trin~J -,d r11:.i~; !. J·-1 ri·J ~ji:9ffi9\'0i'-f:Tti W=);'1 ~Jri.1 .11.~rf: ~10nL~ .l.c:/; )iiJGT ,,: 1;0,221.1~2ib -:ur:'1,.r: "·"'c.:! .tic;1i1;p,, li :l!JI ~11: l,) ,3mo) W? ')ri., t1i n:2sd rl:ijfiJ yX) . i· o, ,f. ~ <!fl•)iL'·12 I~·-· a.~ !t ;r~eHi·~s.:.:-bns r;of::0-1~ ·GA,~ ... -t~\!..f~·:.11·.h .. ·ps~ ~,{\J r o O.VJO ::.: ~~,i ll.v,1 r:·xf'i.'151 1·: °':'1'":;"fi1t7{',~3I1BfJi 121·.lS no L::.::·ucl ·~5:--1.J:?.6Sm fo·:i:tt);, :10ko10 l6~'l{"ji(T -+i,· 1 .. 1S.t; 1r1' r1 ~',\")lr.~r", {DUl1CJ1 Jns -.,.;;1;·J:J ~rlj 1~)t Ue]J!rr1du~ n::Jrlw ~'1bh.. tis~:,0r1igr.o ..1riJ G ~L)(:r:q ...:;1b '{'::' \f':; '/I :'J L ':'1'1f.t; iJ ~~· 1,(~6Jd1;,:,I rtfr,1;' b,:J(1C 1:.iV:=>b y1:t1·-r yi.in!:.1°"11'.JJ 2i ~=-,ji2 !;)ff' nni.·u~::1 bs 1,i 1ti.1;1 ·::P.:·,o::·~·,.; 1iJLi bilG 9·~,;-,std bsrl.J.~J:Ji:' .Jiii-5 ~;2uorl r:. ,lt/)Q qnirnlT!!VJ2 :_, ... :Jr<. i...::;;i ,_; ')..i: ~,rJ1t! } .. ;;,_, t): .:·i · {;if t i 11t:Jfi1 2t lErr,i~!ff1 '3d ·:'.'j bs:~:>~K!X':-t !:'lb Z:'3'1lJdSr-;ff1 I011f10J • • • •• • •1 ., • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Core Requirement No. 6: Maintenance and Operation An operations and maintenance manual for the catch basins, conveyance pipes, and dispersal trench facilities will be prepared for building permit submittal for Lot 2 . Core Requirement No. 7: Financial Guarantees and Liability Financial Guarantees may be required for frontage improvements . Core Requirement No. 8: Water Quality As discussed in Core Requirement No. 3, this project is exempt from water quality control requirements . However, as discussed in $e(:tion 4, a dispersal trench system may be provided to treat the driveway runoff if, based on the amended storm water design manual, the City determines its required. , Special Reports and Studies A Geotechnical evaluation of the property is attached to this memo. Information was used from the following TIR's for this report: • Highlands Estates Technical Information Report, by Haozous Engineering, P.S . dated January 9, 2004 • Technical Information Report for Saddlebrook Preliminary Plat, by DRS Consulting 'Engineering, Inc, dated August 27, 2012 Other Permits A building permit will be required for the new house on Lot 2, as well as a right of way permit to construct the curb and gutter, planter strip, sidewal~ and utility connections to the water and sewer and existing public storm system . , ;·.J :: ~; L t~fi L .,~:-· j:· .ch·,"·• 3{rnu~)t-•• ~, .c J, ! nS':T~$·.:~: ~ t·~~ !=:'\{,1';°' }nr, ,~-1 .J,~ :=r;;1~.:v ~1 1.1nc , ,~ni·; 1~, i d::rr5~., i:,di . .,..,~ iG.' 1:;r,r, 1 9:·n1:-1S~1·115;f' br,1~ 1.1Y1iJi;1srro n/4 :.. K ; ·wi :L ·~,r.,c.. ·'i,, ,,aq [!1!1)i111C: ,o·: , ,._ .. ~c:·,q so 1:·1.v ?' .. ~.l·;r,1 · ,.-m !(;21'.lq2ib ,..~i.:~ri j r)~.:i ~"'\·.::· __ :, ii:1.:-J~~. ;,_! ..:01t-.>1~i1 :·.:'" : t,J 1rsr:. :~;;,;. ~:''"JJ'il s1~:P ~11 1 1:·vo11rni :,t.;.1fri:;11 R/i bG"';1 T''"'. ~ti ViifL C!'?Jtr.r 1' 0;';' lo1Jn:;r:i:· :rs9·,t ut L.:.t· _1,~·,c ;_.-: ·, ..,ir \;:) ."Jr·; ,: .... " ~b. ~ nc,:·· ~,·:; ..• {~ •.. "';","'~'I.·', ~r.i o;,·, ,>\~ .... -•"r~~ .. -fll.l:~nf r.1°"""'1-••• -~-,,,.i t,..,. J,llJ-. •U, ~-1 .Jl.t.,,\ , i ,, !,v;;.J.J, ... ~ ;.,., ''rl' r ('" 1-15rr,,·1 1 l"''I "'I"-' '"'' ·-;,1\· ?,, ,J .-. , Vi .1 ,, .. ,1 I.._ ...• J.l ~ ,.,.._J , -C.' J .. » .t:.r\ ,lf•"l;f .,!id;::, lei°l:,fl) . ··~·\1•r1!'"'t•·1·.j.· .... , . .,.'1· :.., . .,01-t~ .. -:-:r 'a")·,.,·· · ... , .. ,, :1 1:JJ.,c.. lp·'I f.i_r ~", < I,• , .J., ,_ IJ !)._1,A~ .. ~.i,J <"':•."' ,19\ ... ,:~(}. r) 11Yi\~·\1 rfi1C~J~ 1.:·~~li·Jff16 'J~~ 11C b'1G6<J '1j °tlJ'o·.,·· \(GV.; ~Vi1b 9ti1 r,s,;tJp::..1 .. )! 2snin,1019b .,., ;, ... ,;i, ;....., . ,·~..,,.-.• , ,,.;.,,,,,:;; ... .;;;-.P.w, ......... ;,;t "._.., -"l"''>"~ l:i.t~.J '"J· ?.j.: 11t..·::hrry1, .. l111 , -.-;• ~ )i,·,·; 01 !"1'.Yf1r '-,; 2: 1.{.i1so1.· .:.: !7riJ1~~ r,e1J1.:5 11ltiv-~ '£)irF1· 'J~11~· .. :)"' ·' ,o, ,'), ?.'riJ ·,c,, ?.'.s:i.l ,· P.ni\,~01101 :,rL :·1, :i ·" 'U ·,{: .~;·:i·n~JOlf:'•.:1 ~1{:'.\llb1~ (! ·1.r·.~0~ i'1(1iif11"f11c1,~;1 !r ,JirtrlJ!fr ;?'1"1'f~~f?;'J ;:.~.n,jlflp1h C, Fl(:~ ,l' 'i' ;•,n;;C. ',·-· 0 b O ~l V.'~ , c1.-:1 ·, 1;~:·1i; 11 JA! >h.'t ,u_-ii:,~ G·: ·:~~ J,o~~-1"! 11Ui:iGrr. ,')~i1l :G·v11. 1 ~ ~T ;tC·· ... ,~.\t~UQL~', _._iJ,JLJ ,:1,t iQf1!'1S31lhir,~ ;-\,11J:1 1?.C'1:) ~:d ~~~·.11<~':J:~ .1Tt~~: ! y!.:.v ... ··i1_~i1 3 en 11:N· .~; .~· J:1 nc s;-urnl ·,v:f; ~Jf1j ;·r1 L,::,·-,1i;p!l1 9c! ,;;1.,: iin -:fJq p1 · .:fiuJ /, r·i 2~. Ji~y~~nf1lY) ,,;;!i::. or15 i:1,. ·1.;;,:·v2 /li~.1~ r·/:1,/q ,1!;:··Jt 1:) bnF; cl'lu-..1 :-),~-t ·1JU.iJ~;·:1..;) 01 Jirr11~)Cl I"':·· n '? •(11 · ''I,· ,., ,y.'·ic;,., f "'' ,.,.,,~' l · v>+,,1·1 ,,fi·; t '--' .. , • , , • • ...... U 1"1 ,: ..... 1 "·· I.:• ..;-l'i ·-.;, '·• ~· ...,,,., ..,, • • • • • • • .I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SECTION 3 Off-site Analysis Upstream There are two separate, parallel storm drains In 156th Ave SE. They were constructed In the 2002-03 time frame by the Highland Estates (HE) plat (located west of the . property) as part of the offsite mitigation. One storm drain, the "bypass" was originally built to take flows from an existing road ditch north of the widening of 156th Ave SE at approximately 750 ft north of 2nd PL to 525 ft south. The parallel storm drain system, "local system" was constructed to collect storm flows from the widened roadway section along 156th Ave SE plus about 1 acre of off-street flows from properties to the east . These local flows are conveyed to a wet vault followed by two detention tanks installed in the roadway fronting the project site. The "local system" connects to the "bypass" near the outlet to the downstream detention vault approximately 90' S of the property . see Figures 3-1 to 3-4 for as-built plans • Subsequent to the Highland Estates 156th Ave SE improvements, two additional residential developments have been constructed which intercept flows that originally · entered the "local system" The new developments provide on-site storm water treatment and detention and connect to the "bypass" system directly. The following describes the changes to the "local system" inflows. See Figure 3-5 for the upstream drainage basin map that shows the areas that are now diverted from the "local system" . The full area storm system map ls contained in Appendix A . Evendell Plat A storm detention vault installed as mitigation for the Evendell development is located immediately East of the property. This portion of the plat was under construction in the summer of 2005. Prior to construction, according to the KC topography, a small portion of the development would have contributed flow to the "local system" see Figure 3-5 . The Evendell Plat is 70 lots, however only 11 of these lots, private access tracts and one block stretch of SE 2nd Place drains to the Evendell vault. That means about 1.8 acres to the east of the site is mitigated for flow and water quality before discharging into the City storm "bypass system" in 156th Ave SE. A storm drain and a 10' deep catch basin crossing the SE comer of the property carries the vault outflow past the property to the "bypass " • The Evendell drainage system includes catch basins installed in SE 2nd Pl at the 156th Ave SE intersection. These catch basins intercept runoff from approximately 0.4 acres which originally flowed to the wet vault. The intercepted area consists of approximately 0.18 Acres of SE 2nd PL ROW including 0.14 Acres of impervious surfaces. The remainder is sheet flow from the NE comer of the intersection. see Figure 3-6 for the Evendell plan and Figure 3-5 for drainage basin map and area diverted by the Evendell development. trl_\-J~1?rui f!. :;•·JJJ"1JT11)10·1·~~'.\'' -y ,1· .·•r.J ,:., ·\ ·:;:l .': ...,rib'; t:rryi.) 1':)l:,-:16t1 ,:xJ~·lbrJ92 o~vj .J1E ~-;"t£->MT <~·i·i ~o Jt.c.:~··J :-11L·.'(.·1) ... s!q rt-:):~:; .. ·:..'. iJ!"1::1~~·1;; sdJ vd srr,s·f, ~rnfJ ru S:Od\ ·.1ri1 yl!.~ri.rni.: _:h1A ''1..zr,'.j'{d'' :x'.;· 1niF.·~ ... ;·10·::., '{ii') .,,._.1;~\]i:ir,10J1~1!o .3rU 1'o 1,~;q 26 {yTi .. qo1<1 : 32 ::j'J/\ ··\121 l~ ~· :i~Lr'iv.1 :1rl fr ,1r.c.1, ·:.}ib :-l\)c.-, i~1iJ~ixq ;·,s rnu 1 ;;w . .'f! s,~;,:i·· 01 :murJ , 11~1.~vc r.:.J .: ,:rioJc !:rL;,c:q :J (t .:ituG...: ;i r'..~C. o·; .!'I ··1 ~ ·-\: 11t1c.in fl 02\ yl1;1jbffii:'01qqG r_r,,t:,,).; \Q.·., .. -,;.-_.1 t1.'1.i$C'.V.' ')1t rrE.,~1 ~-.. :,.1n ::··cit~ }"}0n,"1j •JJ t.~jJU~J<.!'1;)'.1 CFW \'rn~·)',2X2 1SJoj" . ,,_·E~ .J 't '":: i::-... ;:1!:,,.~; j 1(; •nL:1 ·i _ · '/C 1l J: ... n11 ). i1r t; s· :it i 1Lie)t Jr; 2 1Jlq :12 evA ··CCI Jnols 1-;".';r ·: ... ~.-11 ,·)f'!."S'J n11i;:--91::,~ Gl:'Ji ye: t;c;,·,,ui: J\ iJ 1(,V 19V' f, ot b:Jy'.~\1""C"! :.:.:·15 ?wOri !fi'JOi :-;29rrf ''c-·.l';V<J'' ~\rl~ ·.rj ~·1)C,1:-!S1 11 rr1-;j::·.1,· il~~q!" ~,r~T Jji,-~ ~J9(0lQ S11i ~;~lini::11'(~\.l~lt50'19rl:t (1i . \.·.r: -.~ ~)f"IJ fCl c '/'P '(':.;:Jf~;r;11:"t.nqq(1 ·!'•Jfi\, r,qiJ 1 1:-,J9l; fil6~J<.:.l''i9b 9:ij O:t):1!·;u0 3rlj ·,::.\)t ,"·F,:', :ili•Jd -2,, 101 l'-t oi 1-t ?.:Y,,.1gFI 39Z: )'">f J'. t1r)b6 ;,v.J ,cJr1:·)n-. -·1, i..i 1'..t~;1i ]~ r.Jvl\ ·:·:-12 ' 29),3~ic!:.i l':lnh!· i{d:: ·: s~ij OJ .ffl:3L.ip:32fiU::~ VIit,· ·ii/ ,: Js:·;j \~·.:rr.,\ :r~1~~J·1-3)1 r1j 1t1idv'J ·,,_:. X.• 1··nt..1J n9.5(i 'lV;--ir; 2:Jr19mqof9v9b lsUnsbii:.91 1f1ib'.V ! r. 1:,J: ~ji:! !\) Sli)IVOK; ?.Jn9mq1: l'J\.'Clh V •':,,' :· 9-rt 1 ''f'1:J.·12yc IG)Ol 0 ~nj b9 i91r1::, ~· .it· )1;:;~ ~,;;'! . ·.:;; 11~~it msjc'(~ '::i.0u1.:,./j" r:1di ~j ;yJflfiOJ lJli3 ~Ol!i1£(i~)J bnn )ri;:-rn:'.ticnj ;.,;:'iiJGq•J ':-)/t ·1~·1 ~R;: a.i1r~·: .tJ?. .21,101't{.i '1r!i...,i2V?:: ::ol · '.if~t 01 t:..~~F11;;1;J srtt 2-scih:iz,''.,tJ . ··1,,,,-,.,\': !s:ir:, :;r.t ,, u1i ;1t,j,0v,b 1,1vn ~ri,; _i,;rl12;;,· ,; ~r112 .. ,,11rl2 :iu,1 4 r,rn nizGcl :ice1:,i.;1b . A xl~·fJ5t1;.,,A ,"I! b·.\ .. 'C>if''.JJ ;i -, .ffl 1;i::.cy2 ffri~•~<: €9./t) 'IL,1 c,fiT 1§.iS \l;ii:i_n9v;,J ,, •iG)n! 2i .111cJffllf·) ;,1·)t' 11·-iu,r-'\· -1 "'''i 1c1 rL,;;•.-,niJim 2e, : i.::ci!5i2r.. ;\,c.,_, nc:1n9:tS/;) rr,,012 A •:;,r.J :11 r:r:ilJt' ::-, n:11s!:J· ·U .,r;,v tr;Jq -:rb 1u noinoq ~tii 1.'"'1:::qo1(, srit 10 :!?.s:l vb:li;i'._;',rnrn: "10F10:: l!tf1!( G \t,l·:-i;:ot; ~j :)~. sr:l 1J: QniL·1<,~' . .JO ,r.0;:t:!n:t2 1·101 ~)j 101·1C .COOS: lo "IGifn·,:uz ,~, .~ .. , ...... : .. '-)~-) •,\ .,..i:-.,-, ,., l'· ·(11 • ,,,...i; (' ~ U':\1] VJ'!:Jr1·,,·: 1 0 ~v • b;UC'/' J'r11=-·rr·rt,l.c.~··'1b t r:j 'll •'-_ ... IJ~:·, ,/ 1 .... Jf".1, ••• , · '"~ ), lf\Ll . M \_; .1: . .i _. ,.li ..,1 , , .. , 1q ... , • .r,. ~. I L·~s 2·1Js.1 22[ .. ~:u: 9JtiVi1<! z.101 s2~ri1 1U .t.t '/nJ ,~v; v·orl ,;.tr! 0\ 21 .lc1'1 ll 1Jbn9v;J 9d r 8 r ·1-,',·,r1··'f' . ..i·r "· v,· h'-i1·'c-'1 c·:-1,·0 ,h,,1-:-',1hr·'·c,,r·r1··1,:i1·',)!-olri<",') ••• 11 ••• u'). j ·-7 1 ,.11 ,:,t J 1:.·1,, .•.• : .,·u ,,I. 1 .• 1 u., .... -----•.,JI 1. 1 .... ·-c . .1 J_.;;, J, . ..;1. .v ..• i pnir ,t;ri :·i i ::i,o ,srl ':li1r,u, 1s_\A1 l;.nr; 'l'!fi1 101 h916'°bir1 · ;,i £di.: :;irt1 'lo :1..:59 -.irt:J uJ 2s ,J5 rtJ,..;:, q:>'.:1(, 'O t 6 b'15 , :i,i 1l: rmryj,_; ''. -,;, .'VA . c1?..J (\i ,, '.18'.,:\/ · ?.3u·~'lti" rir::•J?, yJD sr!i 01'ti ·,:; .-·.tir "-1 s·._, hr,u ·.voi''iur _i 1u,;v ')'11 ;,-v-r1;;;) •[t,sc/:'lQ JdJ k ,sr,·•,:i:J 32 srtt l)fli?2"1J f1!?bC1 . " c26oyd'' sii~ ,Jj \1~'1 ~:.rt: :=.. 10 1 -.~ -:_;;,:Hit .;!11:;j;·r1i 2.r1i~1d d~ .1J 29tJtJ;.;11f '11:··12y2 :;.gGnicnb !lsbr:t:v3 9rlT :~n.:, .. r; y: Jr:.;mn·c1::i<;r;, ,c11, ·,-,Olll" 1q ,::rc:J,,; ~nr:,r-d r1-·Jf._' 92Stf, .noi1J5?1°:lr;i 32 "v.".\ v191r-:, :-:,,.r:N1~.: k :_;:~,;;,no:, 6911> :1a10:::.>19:1r:1 ·J, :-:-.)lu;; 1 :1'ow ~rl:i 01 b·),,11::in y:Jsnigho rbidvv ~-:i j" .Gt;J~t,u2 i.UOl\'19-[liaii ir .. , J1JA t· I O !d'',,bui~·1l \VO:'l JC} tr-is ':::'21,) 29·t:;;-. 8.LO :rli -·o't Ci:_ 9'iU1-11' .. -.,):; ,f')it:,s-,··qjni :srU Jr ~0.11~) 31/i ,-,-:; rnu,'1 \,,oi'l j~1,-1rl2 2i ~sunir.,rn91 i:s ,.;._, ,.-1 ·,,lJ v:: r-<:lJ1::'J;b ,,:-'•": ~.,E ,1:.'T1 ri<!bG "ll,!G1.'.,1b ,01 :~< 01ugr-1 bm; 11Glq !19tinsvJ jf19fi1qOl9V!:'JD • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ----------------------------------------• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • "3,\V HJ.9gJ-NV'ld NOIJ.VZn:mNVH:> "I 3:f>VNI¥a0 'WHO.LS 'XVMOVOH SS.LY.LSS aNY7HD1H a I I ! ' lr h: I i ' r • I I 'e • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' ' '("\, \ Jt~··\ 1~ ,, ),)(.; .. . " I O.LS ONV -1!"1 I • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SJ:ln VA .L:11M. c!:11.L V M.YHIO.LS S:!l.LY.LS3' aNYIHDIH I < ', --·----1'"4._ .. _ ----·::=: - '. ' ' , ' 'Ii .,, ' ' ' ' ' rm ' ' -: - • ____ ............ _ ... _ . : 11 . ! lll~ f,' (.)a I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • :si .,; •Z "lo "' !-< . " "115 "::r: ':~ :i "' gi~ .z ~8 .., ... z -: !.! u . Oolz mo .. ~ ::-~ .,; en S'1IV.L3Q 3DVNIVHQ QNV S){NV.L NOI.LN3.L3Q S:flJ.YJ.S:fl «NYIHDIH I ! ' 'I I I • • !11, I 'I lh! ~ ! •,·•111 II I 'I' ,, ff• I ,. . ...... ti r ' '::!' :I 111 H-I • . jui II § 'I § ,11 ii ! ' ' I Iii! e I .L I ,· T: ~ ... i • i I! 11111 I l I! 11 I i • ~, i i I I i i I i ! i [ 1,; ~ : _,_ I ;,, ~: ·~ • ~ r. I :. -:r. i \:' i I j j, I I i1 tl ,. j• I ~ sii '' I ; " u . I ,,. " ! ' I n • 1! " .. -· , II i • 1',. ~I I' m I, :~ ......... I • l ,. • il ii' !I 1·! 11 J, > ' I ---·--- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Figure 3,5 -"LOCAL SYSTEM" DRAINAGE AREA iMAP \ . '.._ ·( ~ 1 ..) \ .) ·-'l -~ .. { """"" e,.· ~.t·.I. //~(l AREAS ELIMINATED BY SUBSEQUENT DEVELOPEMENT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Wld.1BtlWWM1 JIJIJOJ$.aKIII ,n;oo,mn fl"OII nl:I ff'O'O ,-...LA '-I ;.,1 I ·'1'·'/ '-•t.------/ ) \ . ie • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -. ~ It Is worth. noting that during high storm events, Evendell CB # 53 at the NE comer of 156th Ave SE which is in sump condition with a thru inlet curb, probably captures the majority of the 156th Ave SE surface runoff as high flows can skim over HE CB's #40 and 38, see photos in Appendix C. . With CB#53 discharging directly to the "bypass", this condition intercepts additional flows that previously entered the wet vault through the three large grates on top of the vault, Saddlebrook Plats The Saddlebrook and Saddlebrook Division II plats are located along 156th Ave SE north of the property. Saddlebrook 14-lot plat plus the Division II 3-Lot development broke · ground earlier this year. Per TIR by DRS Engineers dated August 27, 2012, the development was granted an exception to have the entire site drain to a single on-site detention pond in the SW comer adjacent to 156th Ave SE. The natural terrain would have approximately 1.8 acres of the 4.4 acre site drain that direction and the remainder going toward the SE comer. The new storm system for Saddlebrook plats Intercepts the street flow north of the NE 1st St intersection and much of the one acre of overland flow that the HE "local system" was designed to convey to the wet vault and two detention tanks near the Mair property, see Figure 3-7 for the Saddlebrook Div II drainage plan . The outflow from the drainage pond Is discharged to the "bypass". In addition, the first CB (#42 HE plans) on the "local system" was sealed off by the development. Now the I st "local system" catch basin to receive flow Is CB # 41 . With the two developments intercepting flows, it is clear that the HE installed "local system" and water quality/quantity treatment facilities are underutilized. _The resultant impact is shown in see Section 4 with the computer runs Downstream The drainage system downstream of the property includes the downstream detention tank and the lower end of the "bypass" system. The two storm drain systems, "bypass" and "local system" combine Into one storm drain approximately 90' downstream of the site. The existing sheet flow leaving the property enters a catch basin which is connected to the combined system about 110' downstream. See Appendix A for the downstream storm system map. The downstream drainage facilities are listed on Table 3 . · ··1 · ·-,,l .. i'' -· •• ·· · • · I ·tc ·,.-;,-· .. o-J ~lVI ~ir,·. "('"j ,· ~ ~ L .. , .!~'.. ,; ':;,'J_. 1.'JI If),. ;T;''h..it:! ( li;',·; !)r:lil,J 'r. 1l.!' Q.~. 01 t ~1}101.1\/ t;·t J. ":,t1·i )'llL'',-.t•',·,~.-.l' .. 1 u'1p) ·rj·· ·1 .. ··'6 1,, .... -njf'-11r-)r,-,1~···,i2 .r:1;,-j,\" ..3-=>.::, .• · "<··· • ... ... .._ ·~ ... ' ........ ""i ., J ' • • • _, • ' ' ' "'. ' • ~ "'" .• • • •• '., 1 , ~-..?21 .'II .. :'f'Ji:,2 (;b} ...... J~n r/~1;! ?iJ 1:,>r ! ·jJCT1U?. J,? 9\'A ··~c; !)(.; ··~' '(.,:1n~:. . .-t. , 1 '2:.i.;l:\'(i'' :..;r' · Lr! : .. :-..,1ib g1,i~; ;.-r:J~.!\'. ... c::~ .... ·.:; f'J\J\' .. ) ..:'1"'1·.~~1.~/'a ::. ~t jur'~i ~-J~:i?.. ,rk: t11.J f'~~J<Yu~j · .. iU6\i 1~ :_. =·,r·'.~ [')_,•_ in0 \\11CT. qq !3f;J :•.fl•ji' !G;1, .. i-,.!t)b.-, 2 ')-;.J1' ... 1.li 1,t.l•1t.1 1j:J ~. 'it ,111~6'.' · ,j'1 ~~-:~c."\ ··10 ~~::ti-:-:\°: !-)L ,;.i1 :Jf), ' 9, !J .-:1~-'S :..i!.,~1..1(1~·~H~,)~:~ {]'t11l :it,;. J'.'l\ r',i(!. t.~~10 1·~ :i ... iG .. JOI ~.·s 2,.,iq lJ f<)f?i." :1 )\;icrid~.; L b1,C:. .,.'"'lQ"i ;:;!~ .. Ls? 3f·: ,) .•. ,.'ji:.. ... ··riol ~,')' ,;.rT·r~1:··1t ~..J~ .~..i, 'Rl'J, lo··-+rl")'-6:>,.-.>.,t"I • .,..',:") ,l~ J .\_,_.'1 ~ ... , .•,,_,-_ •.,t:,IL,' .JI.,. ,1\1 1,-jJd~) ,.i·,,_.:.,1jl_l C...,'(#1':!·-1<11•.1':,1'•j\ · 1 , .. K :. •" 1~· ···'J· ,.•, '1<>C·~1·11i,' ',(]·,,,, rsr1n<; ·,~9,•~, . -'t,·,11c· ., ,, I ;-•. \ .. , , •• <-1 • , ....... .) C. -1~-I \ l;::\ •• -·, ,: .... ,,1. -, , ,\J. ·, , .. d 1 · I I 1. , , . 1 _ .1;1?-1~1 ·"'!:]ni; ·; ,,_:-t 1fr;·1b s,~·~ ·~·1i·:. ~r;.1 '1\,cr1 n1n~·!Jq9Jx0110 ·:1 '!:,-161[! ~,\1/1 .~P:::s1 1·.qql::vs0 b!U:J.' tS 1·;:J.: ! .i-; :1f·.'"i !11",·f .]:: 9\1/\ ., r)r· ;: l;.., :h:c:::' .. tDr:; 1~:Hl11,J ,;J?_ !:..t.11 (, h""G':::t !Oiir.~,J~,'"" 1 ··r.n,.-1rn·)1 t;::i 11 IL; ,-·,J;·:,.: . .1 :,-),;, ::;s·,t.· ~lie. :.~_)t, .': ... f-.:,~·jj iO \'..';; );: 2.l \l~i~i:.!,•IXf)'"" tF .:,,r;1 • 1 • :irli ,H.;:)J\'·i.ili _t ~:,: ;,.' ~Jl•.'.:":!biJ. 2 'i.J1 ff~(;J2\'f. r-y,·:o~c~ \'.'9ii ::_ , i 'i ;o.fH()J 32 9n1 C1~V1U1 :;1fl1C:1 "\i. , ·, ;)(11::1·..: l') ·}(' ·, 1 ;f.i ::,r1e, ::11ij ·,o f!JP,il Un:: .-, .. i"'1 f:l,.~Y:rJni ,;2 1 _-i;,;, :"°)flJ 10 rl.1°H 1,-: 1~ Jf' ~,··,!:r1 , .. :: ·H ,ir:.:i3L• (:\1\1.'. ~ :v; ~: 1~,. Jcd1,, :·rl:J vJ ·,19,·,;,(,.J , . .1 0~1:0i~:_..() cfiV.1 'rr10f7vc u):;o!'' 31i (:r..1-·: i) \ ·~ . ;.._:...,:--1•r1·1f,'1' ·L·,,..,, "-,.;; _-..-'o;> •• ~ c: -,,-i . .:' -")~, ,,,··1~r.01Q'l1::1·:tr ... r··,-..w 1 :•~I·,~ • ''-"'--; ... , ... ") , .' II,•.> ._,.~,)>. .. ,'ii.I , ,! \ I, .. • I ./ I ~ _. .. \\ .J'"i I..,; , .,, .• 1.::)-._1, .. i ! .. ;,·i ::--~~ :11 .• b~}<· n1 .' .~,:.,1j(J ,·r_i" .Jt:, J· t.A--:·10,L: !11~ .. 1 1Jnor 'J:J1irt!i~,1t-, fJ 11J :rH~~1i v-1~·'1u~; ':?'~~r· . . . t 1 't \. ~ ·1 . 1!:-1'l:i1: . ·~., 1 .• ,1 ,i \f(: nr: i)~.1 ;-l~·i-?. er ':'V ·i Ti"JJ-'"\C ::....:0: ' s, ii r.o f. 2rmtq :P-1 <·P> .\.~-) F() 1 ., ... t.). 1 \Atrff •. :',""lil..1"• ('of, ·,f:,,;.J ·1·.1··,'n"" '1p··q·:;,•,,;:. I::...· ,'1 '• , I . ,. "'l , , , \ • ..,~ 'I ,J , .~..\.: , ,...J · I " ._ , -.J · •. ·r.,;.:~·!" b:)lifJ1ti11i -,;~1 .3r;.; :t•., ·10.-,r··, 2i ~i /Wv!1 y·~'.·ff'.t;;J·t::::t, 1: -:it·~:nq:::~vr:.tJ <h'·l ·.,,.t: ,,;t',/V ;.1sJl,..1?:;;.i 1 •1,, 1· .li9~ ·ltj: ,13Lr:11 LJ"i(l , • .:·i:1i11.,.--;i :trinr., ',J"-J~-\·.>·J11c,~!p\.:1i 1St-') 1::1:tE'11V 0J11_, , 1,.:H,.,.\:···: '")11~:-'. ... :r1uq·rr.11 ·J:i:;· ru11i.1 ri. noi:u:32 1)92 ili r1-1, .. ur!; ;.j t).: :;ri .: . t~lf :_.,,~·:-:r-\"'f!l_i.'! 1T. 1!r:-i"1J!.J :r1' Ti!,,t, w:•.1 ~v:; ;:,L~1ti."1"1i \J ·.:o .. 1t:.i '·)fii~:J ,.,.,;:,.~·.·1~n1,J\.10b r11s·J2\:::i ;:~?_;r,irtl: ~-tr ~·..:-·?:,Y'(d .:!,11~J?V:~ ,:iGii1 ,,ricK 1,··.1 : 'Y"T .fli\dt.·•('. ''22ct;·l(·.1" 9(11.lv br.::) ·19,.·,;,l ~~i·t Qr•G ~!n·;~ ,( : le f'j";\:··t. ::1:101~ ·r:"' 'i;'·:Jr;r,1::,(1·,·1:is r11b'<;~) 111 1:>:!'~ sn0 01;;; ':ln!drno:. ·rr:s·1.-::'(t! t~-Jt \1' L,,-;..) ·~i . uir 1t"'· nr .. ill n:,.t:·-.. J i.1 ~-;CJJ: u '::h~,l~')V_' :-1rfj rf·1''.1:::/ ·.\iOJ1 J:·:wi-~ pi',itcix-i -:~r·, r .r: jl :;fi·> ·101 ,-1 ,it,. ir,qr 1.i. .; :C: :,-. o·J ,-,2'1 woi:, r,_t ' kod5 .~ ;, , ':'(i" .1~r; it1r,1n: r.,; IJ n.' ")tJ: ~,nc. 1 11c!£.T ,:-i t.}t;,j:;1! 7it> .. .;irt:liJG'~ :.,;~,:.,..lh.1~i;:; r:•r/_1;·l~.rr·.·1) t1rt'1 .'J.,tti li!'9J·,:·~ :.10:.f? ,;-i..-/1i1:.·.,".:.,t, ;: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •1 f { • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • --I -I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Table 3 Mair Short Plat Downstream Storm Drain System Lower Cedar River S PL Approx 165' S of 156th Ave SE/SE 2nd PL intersec. Distance From Drainage Problems Site (ft) Structure Description Existing Potential Observation 7 ,ype 1 CB Sealed• None None No Flow 38 50'-8' Dia Detent Tank None None No Flow 100 12" LCPE to Type 2 CB •• None None No Flow 110 12" LCPE to Type 1 CB None None No Flow 174 12" LCPE to Type 1 CB None None No Flow 198 12" LCPE to Type 2 CB None None No Flow 297 12" PVC to Type 1 CB None None No Flow 325 12" PVC to Jype 1 CB None None No Flow 390 12" PVC to Type 1 CB None None· No Flow 47S 12" PVC to Type 1 CB None None No Flow 617 12" PVC to Type 1 CB None None No Flow 645 12" PVC to Type 1 CB None None No Flow 958 12" PVC to Type 1 CB None None No Flow 1000 12" PVC to Type 1 CB None None No Flow 12" PVC to Rock Lined 1078 Road Ditch .. None None No Flow 1107 12" Culvert None None No Flow 1127 Rock Lined Road Ditch None None No Flow 1163 12" Culvert None None No Flow 1184 Rock Lined Road Ditch None None No Flow Notes: • This CB connects the Evendell storm vault outflow to the "bypass" 25' to NW u The two parallel storm drains are combined at this CB . Date of Inspection: August 8, 2014 . ',J .-, ol 'CS:' ,:t'i :ivn J,,.; •it v .. un1:J .1 :lusv n-nntt.! !;iJhr:,::v J •)r4t c/Hlrnw1 .J; ~idT ~ :2t:H:'' . fl~,.· I: fl.i. ;_., •• r· rlrr,JJ ·~·1,-:; ,:.;; .;;1 .. b ;f11or2 l•J'it:: .r·-1 a\.,·• :;r:·, ~ • .fCJS: ,a !!1J_s1.1.4. ·noi!::i•1r1 :i"il 1,. :Jfs(• • • • • • • • • • • • • • • • • • • • • • • . , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SECTION 4 Flow Control There is excess capacity in the wet vault and detention pipes fronting the property with recent upstream developments intercepting flows from the 156th Ave SE "local system". If this project requires stormwater control per the amended SWDM, we propose the following improvements. The roof drains (carrying clean water) from the proposed ne11t house will be connected to a conveyance pipe that will connect to a new catch basin intersecting the 12-inch pipe between tank number 2 and number 1 on the "local system" at approximately elevation 450.0 feet. This will provide for the utilization of tl'I@ under-used detention volume provided in tank number 1. Since the roof drainage is considered clean runoff, no water quality provisions are needed . To the extent that grades will allow, much of the proposed new driveway will flow to SE 2nd PL and be collected in an existing catch basin near the west side of Lot 2. Flow from this catch basin discharges to the Evendell Plat storm detention vault. This will permit conveyance to an approved water quality facility. The increase in flow volume and pollutant loading will be so small as to be insignificant. Any remaining flow from the driveway runoff will be collected in a catch basin and discharged to a small dispersal trench where it can be discharged across a lawn area before joining the flow from the roof drains. In the process of flowing across a grassy strip it will receive basic treatment before going to detention tank number 1. There are two options available to direct compensatory flows to the "local system" wet vault and/or detention tanks. One option involyes rerouting the Evendell CB's flows at the intersection of SE 2nd PL from the "bypass" to the wet vault. As noted in Section 3, the Evendell CB #53 probably captures overflow from the "local system" CB's during major events . The other option would connect Lot 2 flows to the existing Evendell detention vault outfall, CB #39A in the SE comer of Lot 2 and rerouting the downstream flows at CB #38 from the "bypass" to the "local system" detention tanks. This option would also include the captured street flows from the proposed new CB at the S end of the proposed new 156u, Ave SE frontage improvements . These options will be discussed with the City during the design phase and a suitable alternative will be selected . To confirm capacity of the existing vault/detention facilities, runoff from storm events were passed through the wet vault/detention tanks based on three scenarios. The first KCRTS computer run is based on the original HE design analysis by Haozous Engineering, P.S., July 16u, 2002. To represent the combined operation of the wet vault and two detention tanks, it was determined that an equivalent 8' diameter tank 125' long l'iJ1·;,; 'r,!)"(' 1<.; •11 I' gn ', IL' il ,. :,(]:,, ; ,l):·ir;5j9i.) ;.':'lw ;,1,,::1,• J::lW f:'1 ;:, ni y:11JGl;!.iJ 2<.-9.)X::, 21°£;"1Si!T . ":ns.1?·;;., !6"".'.Jl 11 ,2 ':l'.'/.. ·· ';?l '·~rl1 rncJ 1 ,:.·:,. ·~ -;: ,rJqs:-i·tEi:tn: :-J~~·J.11qol9v5:) ~Tit591t2 11u :!n9::,9·1 e, : . ~, .. '.;({fl ,q ·; :,. ,M(1\l'J2 b9~., ;smt, ~-. :, 1 · .. , 1c ·, ir,J:, "'.dbwm 1oi?. .,.0,iup2·1 :t;,21ic;1q c:iliJ H • .,~: 1 • \ ... oqo·1c r;. :J , i1u 1, {1~Jo>.-..1 iit::.•)iJ p: 1, r 11.;.'J, r..,·1;r,1c ~I' 101 :.;rr!· .2·:, -en i:l'."l!qn1i gn1\-vn!l.::i, : ,i2-.c::j • J;fSj W"n o OJ j:;0 ,r.r 0:J lli'IJ ir,ri; ;qjc, t..>!16Y9Vnc: ti o:I tr1t)"'lnO') ·"d liiw 921JO[: ·;:iol '<ifij ',0 l L'·<irnun bi:t !,; 19dr;., 1.1 )1116'1 L9~./l9', Sqiq rf~ni· 5.:i :·.;i:! g;1:1;):,c.'.0ini 1•1 1C' r,oi1: 11:jtJ ~;·-!j ·101 s'..:.\1··1C1 Hl·l·J :.1(1·· .tf1T \.i,02'·· .~:c1i'1c 1·,L1 yb.1t.m1x.01qqr, .,ti "1i:'-Jjcyc :'l -;gf'nir;·1,1 !ccn ' "I :i::,n:2 . f 1·Ylf!'· .n , · ,~ · rn r ::;:.i:•,:J1r, sr•wlw noij11.3J'.Jb .:-12u .. 1·::bm1 . )0 ('r;9,. ·1,:, 2,~(1i~;.~,:; 1q ,·rto:Jp ·1s1t~\A' {.~n J~onu1 ns0,, b~H:Jbic!f1(.l) :12 CJ VV ,G ll/•:'J 'th'·~'-.',.!",; 111 ;;,1 r·~,:r;C}.TiQ r,:1:£ ~-.~ rb!Jff: ,V,JC!IS :i1W 29f:iGi(? ;r-rti !r(· -i~_'."1 9.ts !.1T i"11l. '·.·: .. ,1, . ,: jcJ lei ::li.Ji~ ·;2cw1 9r-i I ·~t);_\(I r 1iCGC rty;;):) gn;Jc!tY.9 I• 3 ni b9J:J:)ilr-C:,(1 i:;no Jq ~;5: )if!T1,-,q 111,•, ,;;, ·, ,J1,, ''I n··:-lr ,/9,1 m1oj;, iGi'-1 ,1:.,t;nuv=t cn10·1 ?S~(it:ri1::1b ;i.:.:sri ri)ji:,·) ;;irt/ 1.i\lt:, r_·fTIG;1JV 1/\.,,t ii! -$,'f)~"';-~~r:j ·1rf''f .\Ji:l·:o't \Jl!f.:Up ·19J;SW IJ9VC1'1CpS f:6 oj ~--(Y1S\'r.-n,'rt(;J ,:U nw,~ v101i gninir,1··,s1 ynf.l !r1t:Ji1,,~q,::r.!" ,,,:i 01 ~!i liGific 02 ·icl 11,w i]nii~G'.J: Jn:.:;L1l"':q lfJ(·;~nl~~!!" lls;n;-: r) t'; r;•· [l"l:-;(!~,;"?jl) \)(1':" f';,-.Or: f:='--:T"_:: '1 n'. lv·: .19!10i $(.l !lf\N :f~Jn1.'·· 1.(Q 'i9Vt·(~ o-Jr!.1 .11,y1t 1,,,vc 1~ 3:11 ';111·1:·1L:nu-, .J ,:s.·~:i n,_~·s1 6 c:.··.Y1:1·; b9i?"H;1·1::ib ·~ct r16J j1 ~"t!Jriv, r1Jri.3·1J 11!: ,JJf:91~ 11;:s(·: ':",;i~~)9". t· ii r-1i";;; \.'•-'",:lb: ti 1 CL 1 ' • ..) Crli\:':'(.,~ tc., .. ~!"JJO"!q enJ n!, ·-.r,j.sJb 1°001 .. '. 1:;or.11m ,1riG1 nci~nst9b 01 gr1ic,g .s1oi;1L :i::.'l' "~;::j?', ~ !Ll1:I 5r,:.,)j" ?,',111 ,;Fi \"1Cl11;t1·,-..:n·11·, ~:,~nit. rr.t ~::Jt:,IH3VG "H"!Oi:t!~l OVl/i 515 ·71srrr :>r, ;".W0,1 ~'-3J i:jt.ir,-J, .1 •. rl i (:!r:dn), . 1 ,." 1 :;;v ·1 r ;,J1j1u snt; .~~1h, i noi1nsJ9b ·.0\bm; Jlusv i 11 ;1; \_;.1;-' ':t b91i HI :-..-\ Jj! Jr., · ~}\Al • 'ij 0! . r~:-'..)q\W ·• "·)fl; ff1C,t'1 JC1 u,is: ~2 'i'O no!t)~;:1~)jni 9(1) ·dn; 1ub te: "rr;::J<!'f< It .. ni" 'Jf'j I r:n11 w;.'~-3vo , ,r:,,qs::i ylccdo·..-: fi'.\\c 6J ilsb 1,;·:3 sru . G:il !SV9 ,r1 i'fit :1 :liu, 1· nu·tCJ;,i~;t, •isbri:i· J i;,rd1:. :; . · 1 .:1 ,:,,l('n ·~ 1-)J t>s1 ,noJ •)iL'G\I·! ,;.1;1q); ~,-:Jo snT q:, .:G zvJ, ···: mns1~:n ., .-..., .,,i 2"1i"hj. :::-·i b:~c :~ .i::t1 1(·1 ·u .. 1;110.1 :Jc' ~rit ni AQf.t. i.,:' ,!::::·iju::.i C?15 l)l!JC" 1/ fl()ij.:_,1~ (:1f"r~ .~:,·nr i C1"'1.i1191 JlJ . :rt~;)?''{': . ~ .>U'.'' :Jr;] 0~ '\2:-:Sq'{d" 9rl t mo11 d(.;\\ 3flJ ~~, bcis?. ~-K'! ;c fi.: 1Nfl11 b·~."':..:(1,~.-!~! .:.~r:-J i1"Jo0,i r;,,·,01{ j~1s 12 :Js1u·:q~J ~Hii ~tJ:.:l:.rn ,.;1 :!Jm'..vo1qm1 "'r.&,,,rn1 J2 ::w 1\ ·tic.J: w:30 t,~;20'101q . :,idJji!J~ '= l: .c J;Je;f.q '1l?i2( b s,1-. [}11:l!I'> <Ji) c,;i, 1,;:•N O:·>':.'U:Jcib c:d liit'•' 2r·(Ji''{·,~ "J2!)f!T . bs:Js 192 sd 111•..v :wiJansili; ~;~ii"H/'1 •• ,·.,)J2 !no,: -1~1-:r1l 1,1 ,;~_.;j;l:-Ji~ ,,J'-tr :t,:11. ... tuo">~ ~r1ii2:'I(·:., [H\-: ~o yti:;o,.~GJ m·1nno~) o1 ,L 1fl .,r' ·· .20!'1G'1!:'. ;2 L,,;,r:. r•o b<,;,,,.J ~ ~r:d ••c•jn3J·,b',Ji:Jr," uw sri.l riQJ01ri1 t,, ,~,:cc, 91:,:,w 21.")co.-H \ C.: ?12vl,:r:u . :;,;t,:Jl; :!H iG1 iii;ii':u s1H nu ,lGZ6d 2i n . .11 l'lt:.iqrno:i c:T51J)I ;1,,.. ,·. ",rJ>'~ f]",j'f ' \ '·J't'id ~,, "i'' /nc-,•>,,q•J" -,· ,<)Of' ''c'"' v.·j•J" '> {j "('1' CL'.f1jC\fJ::, .lu1w·.· .,.,,, ., ,., ,._, UI ;,_ •• ',,, l1q~Q ,, 1_,.~· > , I .. J ..... '~ l)I ; l. \•C• \t:::f 1,;:.;;:;:, l1 ;~J tY!(..;J '25., ;,i,..,5J '!'Jja:i;L:i 1 t '8 in -AGVI .. 1.1r..., ,.~ ,t-;rr1 t. .ir1trn 1s 1sb ;:;,:..····· jj .2>!. ,st 11o·tnsJ~1·.1 ovvi L1ns • • • • • • • • • • • ., ., •i •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • effectively reproduced the outflows found in the Haozous report. See computer run #1 and Table 4 for contributing areas. The peak outflow discharge is 0.44 cfs and peak reservoir stage is 7.1'. The original printouts from the Haozous report are contained in Appendix B. · The existing inflows based on the revised tributary area resulting from intercepted flows by the Saddlebrook development were input into the equivalent tank. The peak outflows were reduced by 88% and the required storage capacity Is reduced by 20% . See computer run #2 . The flows from Lot 2 were add. to the existing inflows with a resulting peak outflow of 0.18 cfs and peak reservoir stage of 7.01 ft. See computer run #3. Therefore, there Is sufficient capacity in the detention tanks to accommodate flow from the Lot 2 development. n.\ f,,;1 i;/J\lffl(>J '.•': ; .' ::~, :~!Jf):;'(>C,i-j ~,:_; ;11 b,;,J0i c·· u!1;1J'.) :/1t h'.:).'IJO!q9'i y'.9vij·1::ll1:i >!( -=v, t)r1;~ .-·n ;· t!.tJ i !'.<l -.:i,·i·'t:t:J vv:li"tu,) !1r.9q :.ff' ,;:;;~,:J'ffj :~ni-Ju~;;~jf, .. ,, 1c~1 f' 0:dr:T bnr; :1: t'·Jfi1'Gjf10:~ :J'-l(i, J' .'~t1,," 2·~ttJ·sH . .., ... itJ lltC(;' ;:::tt..,Jf1i'1'. ';,r.; .. 1h 1) :~·~,r 'r \ c· ! .-.r,5j> ·d:\',/''"Jr.:.-. J ~ ' -... • ' ·, -', l . -· Ii ..,.1.,._,' .8 xibnsq4A ;1N:.:,;t t:1Jq·,J1')i11i f'f.c;·it ·1 1:'..!l.1,::-)1 i~·J1r:. ·:··.r;;j1J::: 1'? t· _ _.,:~· Jrb ·;u j92co ~v-,011nt p0it:1·-:9 arrr ,'f,:1(, -.-If ,!nf.i1; ··:;lfaVIU!)"> ':l"'1 ;,inj J11!:;li 91::''. · t,J'l!fiqoi.,· .:;t ;;G<..'cfSJbbb'.2 9;j• yc 1 . O·PO~ t{f"! kJ~°T,dL .. n ' r . :. ; -r;:·\;-:-,,J SQb~ ··-ti: b:r1;: 1p~~ I ·J:i) '.)06 ;J'.J28 vd jc,-.ub9; :;i:)'N -, \•O)t,_ ~ •",·. 1·,1 ••• ,,:."•)•;q•n ') o··c·· • ., • J • .J .. t I' IV _.-> f,'"1 , .... ,-.!f·1. k ~Ir. i; l1F ,"'1 ., ·:t.1,v c.'i1IQ•~f"'i r,,~,i·:;1,,,,:., '-1' ·1· ,,, t•bG C1H.11·., <: -tr.J n"'1''":'-; ;.1•r1Jrt ·,r1-, ... ~•· ...... ,..,.,.,.; , ...... v·... , t_ ,. ,., ••• -· v .. i .J ....... ll .J,,,_. ,, J, . . ;, ·r,•1r!J ,J,t'l:nJri", .f' ... ···,·~ 1:Jj,,._,,1;:,) ':l:,,' .·i 'Q., ·,:-i ';r~1;, iicv..-··,, ;'~:iq hn., 2b :u r, s· J~1 1 t-:111 , . r,·. · 1.·vct·1 ~ri6~~mmo:t>fi o·; 2i,• ,,51 noiJ~~~J::-1·1 ~;··1 ni _'i:::,cqsJ ]f"~'iJ;~lu?. ::.·,mqo> 11qt, • • • • • • • • • • • • • • • • • • • • • • I .i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Table4 Contributing Areas Acreage figures derived from Highland Estates TIR in part . Existing Conditions: SubBasin KCRTS basin Till Forest name 156th Ave SE & offsite to 156th Exist 0 east 156th Ave SE & offsite 156thSadlexist. 0 reduced due to Saddlebrook develop . Mair S.P. Lot 2 Mairnredev 0.22 Mair Lot2 + 156th Mairl56thexist 0.22 reduced D I dC d". eve one on 1t1ons: SubBasin KCRTS basin Till Forest name 156th Ave SE & offsite to 156th Dev 0 east 156th Ave SE & offsite 156thSadldev 0 reduced due to Saddlebrook develoo . Mair S.P. Lot 2 · Mairdev 0.16 Mair Lot2 + 156th Mair156thdev 0 reduced Till Grass Impervious Totals (AC) (AC) 1.36 0.13 1.49 0.45 0.13 0.58 0 0 0.22 0.45 0.13 0.80 Till Impervious Totals Grass (AC) (AC) 1.01 0.48 1.49 0.10 0.48 0.58 0 0.06 0.22 0.26 0.54 0.80 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Run#l Highland Estates as designed with wet vault and dual tanks replicated by a single 8' diameter tank with similar volumes for the detention portion . ~ Help / Files -KCRTS lol@lat!III Flow Frequency Analysis --------------------------------------- Time Series File:156thexist.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.153 0.090 0.192 0.058 0.087 0.158 0.144 0.349 Computed Peaks ' I "' I 4 2/09/01 6 1/05/02 2 2/27/03 8 8/26/04 7 1/05/05 3 1/18/06 5 11/24/06 1 1/09/08 2:00 16:00 7:00 2:00 8:00 16:00 3:00 6:00 -----Flow Frequency Analysis-~~- --Peaks --Rank Return (CFS) Period 0.349 1 100.00 0.192 2 25.00 0.158 3 10.00 0.153 4 5.00 0.144 5 3.00 0.090 6 2.00 O.OB7 7 1.30 0.058 B 1.10 0.296 50.00 Prob 0.990 0. 960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 D ' ·'h!I 50% of the 2-year flow is 0.045CFS as the target on the low end; SO-year flow is 0.296CFS as the target for upper end . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS Y. Y. Y. 0.003 45792 74.677 74.677 25.323 0.253E+OO 0.008 6032 9.837 84.514 15.486 0.155E+OO 0.013 3647 5.947 90.462 9.538 0.954E-01 ··0.010 2470 4.020 94.490 ·5_510 o.ss1E-01 0.024 1699 2.771 97.260 2.740 0.274E-01 0.029 679 1.107 98:368 1.632 0.163E-01 0.034 483 0.788 99.155 0.845 0.845E-02 0.039 213 0.347 99.503 0.497 0.497E-02 0.045 81 0.132 99.635 0.365 0.365E-02 0.050 51 0.083 99.718 0.282 0.282E-02 0.055 53 0.086 99.804 0.196 0.196E-02 0.060 70 0.114 99.918 0.082 0.815E-03 0.066 10 0.016 99.935 0.065 0.652E-03 0.071 5 0.008 99.943 0.057 0.571E-03 0.076 5 0.008 99.951. 0.049 0.489E-03 0.081 3 0.005 99.956 0.044 0.440E-03 0.086 1 . 0.002 99.958 0.042 0.424E-03 0.092 2 0.003 99.961 0.039 0.391E-03 0.097 3 0.005 99.966 0.034 0.342E-03 0.102 2 0.003 99.969 0.031 0.310E-03 0.107 1 0.002 99.971 0.-029 0.294E-03 0. 113 2 0. 003 99. 974 0. 026 0. 261E-03 0.118 ~ 0.005 99.979 0.021 0.212E-03 0.123 2 0.003 99.982 0.018 0.179E-03 0.128 1 0.002 99.984 0.016 0.163E-03 0.134 4 0.007 99.990 0.010 0.978E-04 ·0.139 0 0.000 99.990 0.010 0.978E-04 0.144 1 0.002 99.992 0.008 0.815E-04 0.149 2 0.003 99.995 0.005 0.489E-04 0.155 1 0.002 99.997 0.003 0.326E-04 0.160 0 0.000 99.997 0.003 0.326E-04 0.165 0 0.000 99.997 0.003 0.326E-04 0.170 0 0.000 99.997 0.003 0.326E-04 0.175 1 0.002 99.998 0.002 0.163E-04 0.181 0 0.000 99.998 0.002 0.163E-04 0.186 0 0.000 99.998 0.002 0.163E-04 ----End of File----- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Hyd Inflow Outflow Peak Storage Target Cale Stage Elev (Cu-Ft) (Ac-Ft) 1 0.44 ******* 0.44 7.10 457.10 2 0.20 0.19 0.19 7.02 457.02 3 0.21 ******* 0.17 7.01 457.01 4 0.22 ******* 0.14 6.99 456.99 5 0.25 ******* 0 .11 6.85 456.85 6 0.17 ******* 0.05 4.65 454.65 7 0.15 ******* 0.03 3 .. 11 453 .11 8 0.14 ******* 0.02 1. 69 451.69 Route Time Series through Facility Inflow Time Series File:156thdev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: 0.440 0.440 7.10 457.10 5830. 0.134 CFS at CFS at Ft Ft Cu-Ft Ac-Ft 5830. 5830. 5830. 5829. 5802. 4291. 2794. 1405. 6:00 on Jan 7:00 on Jan 0.134 0.134 0.134 0.134 0.133 0.099 0.064 0.032 9 in Year 8 9 in Year 8 The following RID facility (tank) is the same for all model runs, as is the depth/stage/vohune relationship. These are not repeated for the sake of brevity . Retention/Detention Facility Type of Facility: Tank Diameter: Tank Length: Effective Storage Depth: Stage O Elevation: St=age Volume: Riser Head: Riser Diameter: Number of orifices: Orifice # Height (ft) 1 0.00 2 4.20 Top Notch lleir: length: lleir Height: Outflow Rating Curve: Detention Tank 8.00 ft 125.00 ft 7.00 ft 450.00 ft 5830. cu. ft 7.00 ft 12.00 inches 2 Full ·Head Diameter Discharge (in) (CFS) 0.83 0.049 0.55 0.014 Rectangular 1.00 in 6.40 ft None Pipe Diameter (in) 4.0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Stage (ft) 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.21 0.34 0.48 0.62 0.76 0. 8.9 1. 03 1.17 1. 30 1 .. 44 1. 58 1. 72 1. 85 1.99 2.13 2.27 2.40 2.54 2.68 2.81 2.95 3.09 3.23 3.36 3.50 Elevation (ft) (cu. 450.00 450.01 450.02 450.03 450.04 450.05 450.06 450.07 450.21 450.34 450.48 450.62 450.76 450.89 451.03 451.17 451.30 451. 44 451.58 451. 72 451.85 451.99 452 .13 452.27 452.40 452.54 452.68 452.81 452.95 453.09 453.23 453.36 453.50 Storage Discharge Percolation ft) (ac-ft) (cfs) (cfs) 0. 0.000 0.000 0.00 7. 0.000 0.002 0.00 13. 0.000 0.002 0.00 20. 0.000 0.003 0.00 27. 0.001 0.004 0.00 33. 0.001 0.004 0.00 40. 0.001 0.005 0.00 47. 0.001 0.005 0.00 145. o,. 003 0.008 0.00 240. 0.006 0.011 0.00 347. 0.008 0.013 0.00 457. 0.010 0.015 0.00 572. 0.013 0.016 0.00 681. 0.016 0.018 0.00 801. 0.018 0.019 0.00 924. 0.021 0.020 0.00 1041. 0.024 0.021 0.00 1169. 0.027 0.022 0.00 1299. 0.030 0.023 0.00 1431. 0.033 0.024 0.00 1554. 0.036 0.025 0.00 1689. 0.039 0.026 0.00 1825. 0.042 0.027 0.00 1962. 0.045 0.028 0.00 2091. 0.048 0.029 0.00 2229. 0.051 0.030 0.00 2369. 0.054 0. 031 0.00 2498. 0.057 0. 031 0.00 2638. 0.061 0 .032 0.00 2778. 0.064 0.033 0.00 2918. 0.067 ·o. 034 0.00 3048. 0.070 0.034 0.00 3187 . 0.073 · 0. 035 0.00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3.50 3.64 3.78 3.91 4.05 4.19 4.20 4.21 4.22 4.23 4.24 4.25 4.38 4.52 4.66 4.79 4.93 5.07 5.21 . 5. 34 5.48 5.62 5.76 5.89 ·6.03 6.17 6.30 6.40 6.48 6.55 6.62 6.70 6. 77 6.85 6.92 7.00 453.50 453.64 453.78 453.91 454.05 454.19 454.20 454.21 454.22 454.23 454.24 454.25 454.38 454.52 454.66 454.79 454.93 455.07 455.21 455.34 455.48 455.62 455.76 455.89 456.03 456.17 456.30 456.40 456.48 456.55 456.62 456.70 456. 77 456.85 456. 92 457.00 3187. 3326 . 3463. 3590 . 3726. 3861. 3870. 3880. 3889. 3899. 3908. 3918. 4040. 4171 . 4299. 4417. 4541. 4662. 4780. 4887. 4999. 5107. 5210. 5302. 5396. 5485. 5561 . 5616. 5657. 5690. 5721 . 5753. 5778. 5803. 5819. 5830. 0 073 0.035 0 076 0.036 0 080 0.036 0 082 0.037 0 086 0.038 0.089 0.038 0.089 0.038 0.089 0.039 0.089 0.039 0.089 0.040 0.090 0.040 0.090 0.040 0.093 0.043 0.096 0.044 0.099 0.046 0.101 0.047 0.104 0.049 0.107 0.050 0.110 0.051 0.112 0.052 0.115 0.053 0.117 0.054 0.120 0.055 0.122 0.056 0.124 0.057 0.126 0.058 0.128 0.059 0.129 0.059 0.130 0.065 0.131 0.071 0.131 0.078 0.132 0.088 0.133 0.100 0.133 0.112 0.134 0.126 0.134 0.140 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 , . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Duration Comparison Anaylsis Base File: 156thexist.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS -~--Fraction of Time-~--------~-Check of Cutoff 0.045 0.056 0.067 0.079 0.090 0.101 0.112 0.124 0.135 0.146 0.158 0.169 0.180 0.191 Base 0.59E-02 0.37E-02 0.21E-02 0.14E-02 0.90E-03 0.62E-03 0.36E-03 0.29E-03 0.16E-03 0.98E-04 0.49E-04 0.33E-04 0.16E-04 0.16E-04 New Y.Change Probability 0.36E-02 -39.3 0.59E-02 0.18E-02 -51.8 0.37E-02 0.64E-03 -70.2 0.21E-02 0. 46E-03 -68. 2 0 .14E-02 · 0.41E-03 -54.5 0.90E-03 0.34E-03 -44.7 0.62E-03 0.26E-03 -27.3 0.36E-03 0.18E-03 -38.9 0.29E-03 0.98E-04 -40.0 0.16E-03 0.49E-04 -50.0 0.98E-04 0.33E-04 -33.3 0.49E-04 0.33E-04 0.0 0.33E-04 0.16E-04 0.0 0.16E-04 O.OOE+OO -100.0 0.16E-04 Base 0.045 0.056 0.067 0.079 0.090 0.101 0.112 0.124 0.135 0.146 0.158 0.169 0.180 0.191 Maximum positive excursion• 0.016 cfs ( 10.0Y.) occurring at 0.159 cfs on the Base Data:156thexist.tsf and at 0.175 cfs on the New Data:rdout.tsf Maximum negative excursion• 0.035 cfs (-36.8Y.) occurring at 0.096 cfs on the Base Data:156thexist.tsf and at 0.061 cfs on the New Data:rdout.tsf ~ "' C CD ~ c:i "' ~ 00 C IL N ~ ~ .. C E' 0, ., s:. C u c:i .. c "' C c:i .., C! C C C! C 10 .5 10 ·4 Probability Exceedence Tolerance---- New Y.Change 0.037 -16.4 0.044 -20.9 0.054 -19.7 0.058 -26.8 0.059 -34.2 0. 068 -32. 8 0.094 -16.3 0.111 -10.3 0 .129 -4. 4 0 .139 -5 .1 0.151 -4.3 0.175 3.3 0.187 3. 7 0.187 -2.4 Target. dur <> rdout.dur • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Run#2 Existing conditions with flow from the Saddlebrook Plats diverted to the "bypass" ~ Help / Files -KCRTS . l,=l§JlaE3a Time Series File:156thdev.tsf Project Location:Sea-Tac ---Annual Peak Flow_ Rates-------Flow Frequency Analysis--~ Flow Rate Rank Time of Peak (CFS) 0.206 0 .148 0.253 0.138 0 .172 0.217 0.203 0. 441 Computed Peaks ' I "' I 4 7 2 8 6 3 5 1 2/09/01 l/05/02 2/27/03 8/26/04 10/28/04 l/18/06 ll/24/06 l/09/08 2:00 16:00 7:00 2:00 16:00 16:00 3:00 6:00 --Peaks --Rank Return (CFS) Period 0.441 1 100.00 0.253 2· 25.00 0.217 3 10.00 0.206 4 5.00 0.203 5 3.00 0.172 6 2.00 0.148 7 1.30 0.138 8 1.10 0.378 50.00 Hyd Inflow Outflow Peak Storage Target Cale Stage Elev 1 0.25 ••••••• 0.05 5.17 455.17 2 0.18 0.09 0.04 4.47 454.47 3 0.13 ******* 0.05 4.76 454.76 4 0.13 ........ 0.04 4.20 454.20 5 0.15 ••••••• 0.03 3. 43. 453.43 6 0.14 ******* 0.03 2.59 452.59 7 0 .11 ....... 0.02 1. 59 451.59 8 0.12 ******* 0.02 1.68 451.68 ---------- Route Time Series through Facility Inflow Time Series File:156thsadldev.tsf Outflow Time Series File:rdout (Cu-Ft) (Ac-Ft) 4744. 0.109 4127. 0.095 4392. 0.101 3869. 0.089 3120 . 0. 072 2284. 0.052 1311. 0.030 1397. 0. 032 Prob 0.990 0. 960 0.900 0.800 0.667 0.500 o. 231 0.091 0.980 Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: 0.248 0.051 5.17 455.17 4744. 0.109 CFS at CFS at Ft 6:00 on Jan 11:00 on Jan 9 in Year 8 9 in Year 8 Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: Ft Cu-Ft Ac-Ft 0 ------------------- Duration Comparison Anaylsis ----·------------ Base File: 156tbsadldev.tsf Nev File: rdout.tsf utoff Units: Discharge in CFS ~-~Fraction of Time-----~------Check of Tolerance~-- Cutoff 0.026 0.031 0.036 0. 0·40 0.045 0.050 0.055 0.060 0.064 0.069 0.074 0.079 0.084 0.089 Base 0.19E-Ol 0 .14E-Ol O.lOE-01 0.83E-02 0.68E-02 0.54E-02 0.42E-02 0.36E-02 0.30E-02 0.24E-02 0.20E-02 0.17E-02 0.13E-02 0.96E-03 Nev XChange Probability 0.51E-02 -72.5 I 0.19E-Ol 0.25E-02 -82.2 I 0.14E-Ol 0.70E-03 -93.3 I O.lOE-01 0.21E-03 -97.5 I 0.83E-02 0.65E-04 -99.0 I 0.68E-02 O.OOE+OO -100.0 I 0.54E-02 O.OOE+OO -100.0 I 0.42E-02 O.OOE+OO -100.0 I 0.36E-02 O.OOE+OO -100.0 I 0.30E-02 O.OOE+OO -100.0 I 0.24E-02 O.OOE+OO -100.0 I 0.20E-02 O.OOE+OO -100.0 I 0.17E-02 O.OOE+OO -100.0 I 0.13E-02 O.OOE+OO -100.0 I 0.96E-03 There is no positive excursion S.Ximua negati~e excursion a 0.054 cfs (-61.4%) Base 0.026 0.031 0.036 0.040 0.045 0.050 0.055 0 .. 060 0.064 0.069 0.074 0.079 0.084 0.089 rring at 0.088 cfs on the Base Data:156thsadldev.tsf and at 0.034 cfs on the New Data:rdout.tsf New Y.Chanc:; 0.018 -29. o·.019 -36. 0. 021 -41. 0.022 -45. 0.024 -47. 0.025 -49. 0.027 -50. 0.028 -53. 0.029 -54 . 0. 031 -55. 0.031 -58. 0.032 -59. 0.033 -60. 0.034 -61. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • :=.: Pdus1:d -Dm.ition A11r1lysis -KClnS G]IQ.I~ ... 0 Q) ... 0 II) ... (ii' C LL N u ... ~ 0 CD e> a, (II .c C! u C .!! C co C! C .., C! C 0 C! Probability .Exceedence rdout. dur <> target. dur • 156thsadldev.dur o • I. 1e • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RUN#3 Developed flows from Lot 2 discharged to detention tanks under existing conditions . $ Help/ Files -KCRTS .... .., ....... .. .. .-~\t(# ,{Ii l,=l@Jlill&'al .. _._ .... -. • Time Series File:~air156thdev.tsf Project location:Sea-Tac ---Annual Peak Flow Rates~--~--Flov Frequency Analysis--~~- Flow Rate Rank Time of Peak --Peaks --Rank Return Prob (CFS) (CFS) Period 0.154 6 2/09/01 2:00 0.310 1 100.00 0.990 0.127 8 l/05/02 16:00 0.203 2 25.00 0. 960 0.185 3 2/27/03 7:00 0.185 3 10.00 0.900 0.139 7 8/26/04 2:00 0.167 4 5.00 0.800 0.167 4· 10/28/04 16:00 0.164 5 3.00 0.667 0.164 5 l/18/06 16:00 0.154 6 2.00 0.500 0.203 2 10/26/06 0:00 0.139 7 1.30 0.231 0.310 1 l/09/08 6:00 0.127 8 1.10 0.091 D Computed Peaks 0.275 50.00 0.980 ' I m I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Duration Comparison Anaylsis Base File: 156thexist.tsf • New File: rdout.tsf Cutoff Units: Discharge in CFS Cutoff 0.045 0.056 0.067 0.079 0.090 0.101 0 .112 0.124 0.135 0.146 0.158 0.169 0.180 0 .191 -----Fraction of Time~--~----check of Tolerance,---- Base New %Change Probability Base New %Change 0.59E-02 0.73E-03 -87.6 0.59E-02 0.045 0.029 -34.9 0.37E-02 O.llE-03 -96.9 0.37E-02 0.056 0.032 -42.0 0.21E-02 0.00E+OO -100.0 0.21E-02 0.067 0.036 -46.9 0.14E-02 O.OOE+OO -100.0 0.14E-02 0.079 0.038 -51.8 0 0.90E-03 0.00E+OO -100.0 0.90E-03 0.090 0.043 -51.8 0. 62E-03 0. OOE+OO -100. 0 0. 62E-03 .0 .101 0. 04 7 -53. 3 0.36E-03 O.OOE+OO -100.0 0.36E-03 0.112 0.051 -54.5 0.29E-03 O.OOE+OO -100.0 0.29E-03 0.124 0.052 -58.1 0.16E-03 O.OOE+OO -100.0 0.16E-03 0.135 0.054 -59.8. 0.98E-04 0.00E+OO -100.0 0.98E-04 0.146 0.057 -61.1 0.49E-04 O.OOE+OO -100.0 0.49E-04 0.158 0.059 -62.6 0.33E-04 O.OOE+OO -100.0 0.33E-04 0.169 0.063 -62.4 0.16E-04 O.OOE+OO -100.0 0.16E-04 0.180 0.066 -63.4 0.16E-04 O.OOE+OO -100.0 0.16E-04 0.191 0.066 -65.6 There is no positive excursion Maximum negative excursion• 0.126 cfs (-65.6%) ccurring at 0.191 cfs on the Base Data:156thexist.tsf and at 0.066 cfs on the New Data:rdout.tsf ;: P11used -Duralion AnrJly:as -KCI--US GJ[QJ~ ... 0 00 ... 0 It) ... w 0 u. N ~ ... a, 0 ei "' .. .c u 0 .. c (0 0 .., q 0 0 q R ____ ,..____ oo ___ _ 10 ·4 Probability Exceedence rdout. dur <> target. dur • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • APPENDIX A DRAINAGE AREA STORM SYSTEM MAP • • • • • • • • • • • • • • • • • • • • • • • • • el • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •· • • • • • • • • • • • • • • • • • • • • • • • • • • • • I I I l I I I I I/ ---- ·, , . .. , Mair Short Plat Area Storm System I , I -·, -1 r--4'---J, '-.. _! u i-----+---..J, ', ; t---+-----l' t---~ ",J --., -.· ~· I I • -I IL' 1i -I ( ' j I ' I . '! / ,_ -' _t1,' / '1 \ I: 1: .. I· .-. r, \ I 'I,, \ ' -' ~-f---- . 1 -"-" "'---~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • APPENDIX B -HIGHLAND ESTATES DESIGN PARAMETERS FOR 156TH AVE SE OFFSITE DETENTION/WQ FACILITY ~ t.lDDIDI ~ ~ PROJECT AR£A , :filffifilfili~ TREATMENT TRADE AREA SCALE IN FEET 0 200 400 HIGHLAND ESTATES TREATMENT AND DETENTION TRADE AREAS r I I i I ! I l.f.J?T:i!W.t· 'if/• !f', 1C\:lC :.al::l": .:rr;;-;J (!J!:t 111,::;u:, -· 8i XI(Wi:'N~A l! I.!! 1:,,; ·_' 1:' i.0' ! ;,;·.; I. 1(1 "I lc''·l !( 1 . J'~ .'l'/,\ I !Ti);;! )IQ'., ' ..... ·-.. -..... , .~ (J " I • ' ------·1 t' ',.: ..... , ~"'·~ .. " ( ---. -- f i I ' I I ·t J ' , j I I I I _.-· .. 1. • 1: • l. . , . :iJ!L,!"lll,J I-· ,• :1· • w-, ...• ,. J- -...... ·-"'-.... ----.. --.-·------.....-. • • • • • • • • • • • • • • • • • .-•' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 156"' Avenue SE Retention/Detention Facility (PIPE2 and PIPEl) Swmnary of Design Data: Detention: Detention standards: Level 2 Factor of safety selected {%): 10 Onsite area draining to vault (AC): 0.2i (See Table B.3.1) Offsl te area draining to vault (AC) : l. 11 (See Table 3. 3. 1 l Bypass area(AC): 0.11 (Figure B.3.1) Time series for target duration: 156pre (See Appendix C.2) One-half 2-year peak flow rate for target (CFS): 0.045 SO-year peak flow rate for target (CFS): 0.296 Time series for developed duration: 156d, 156off, 156·:,y Water Quality: Water quality standards: Basic (See -Table 4 in Section 4) Treatment trade required? Yes Description of treatment trade: A 0.11-acre portion of 156t• Avenue SE bypasses the vault. An offsite residential area of 1.11 acres will be routed to the vault and treated in place of the bypass from 156•b Avenue SE (See Figure B.3.1) . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1'able B.J.I. Areas Contributing to 156111 Avenue SE Vault and Polnt-ol-Compllance Taraet Dundon Offsite Rosidcmiol 15ooff 1.01 0.10 I.I I 1561h Avenue SE 156c 0.35 0.03 0.38 .__ ___ Tolal=.------..&...--~-'---"l:.::.3~6:.i.._..:0:.:.1.::.3.,__.!.:l.;::,49:.J Offsitc Residential l56ch A,\'lllue SE Byposs Total "------"- Noles: 156off' 156d 156by I.OJ 1.01 0,10 0.27 0.11 0,48 Ornvel w,m treated 8ll '°"• illlpCMIIUi and SO% as tJu: oortu11ndl113 cover type . Table B.J.2. Overflow Duign. SB: !!6th Aveua• SE -: 2/-l/02 RID Fodlity: KCRTSFllcmlmc, Cc1111r!bullllJ! Tim, Series: O.allowpn,IO<Uan-: p---- 0.-(CFS): (KCRTS u...-peak ""') Topo(Cacltrol SUuclmc Riter (YI) Mia. TapafS-(YI) Uiglllmlcb-11/D 1,o,;,,·.rdf ll6totl! . ..r ootld--,1 UNCIUft> rilor (RI) - RioorRI Ri,etRI .... 4!0..! 451.0 ---~ 12 12 Rmr (YI) 0,00 PrimnyO,~---(Ff) 0.22 -(Ff) ~ T ... I R,qul"'1 -(P'I) 0.,2 0,00 450 . .5 0.2l 1.00 4l0.l I.I I 0.27 0, 11 1.49 WSB (f11 4l0.! 4~.7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 156u, Avenue SB Retention/Detention l'acility (Plft2 and PIP£1) PIPB2 -Opper Storage Pipe -Inlet to System Type of Facility, Tan!t Oiamet<>r: Tank 1,ongth: Effoctlvo StorAga Depth: Stage O Elevotlon: Storage Volume: Riser Kead: Ri3er OJ..w.otoi;: Numbor of orifices: Ori!lce • Height (ft) l o.oo 2 3. 75 '!?op !lotcll Weir: Length: Weir He i.ght: outflow l\i>ting Curve: Detention Tank 8.00 ft 45. ft 7.00 !t 450,50 ft 2099. c:u. ft 1.00 ft 12.00 lnellea 2 Olamete, Un) 0.83 a.so Full He~d DJ.schargo (CFS) 0.0~9 0.012 Rectangular l.00 in 6.40 ft teone e.lp11 Oi=ett,r f!nl ~. 0 PIPEl -I.owez Storage Pipe -Outlet from System Typo of FaeiJ.!.ty: Tank Diameter: rank Length: Effective Storage Depth: Stago O F..i.cv"tion: Storage Volw,.e: Riser Head: Riser Dinmotor: Huml:>or of orifices: Orifice u Heignt i ft) l 0.00 2 ~.65 Tap lloteh Weir: Length: ireir a .. ight: Outflow ~oting Curve: Detention Tank 0.00 ft 45. ft 7.00 !t 4G3,50 ft 2099, CU, ft 7.00 ft; 12.00 .inollea 2 full Head Diameter Ohch~.-go lin) (CFS) 0. B4 0,051 0.60 0.015 Rectangular 1.00 in 6.30 (t None i'l.po Di.amete:r \in) 4.0 \ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0.300 0.200 0.100 -Target --a -Developed '1il, "S,. ~-1il-"1!1- 0.000 l----+---------+-------..;:1il-;;..;l!ll.--- 1.00E-05 1.00E.Q4 1.00E-02 1.00E-01 1.ooe .. 00 Probabllhy of Exceedence Figure B.3.3. Flow Duration Curves ror RID. Duration cunies are shown at a downstTCam point-of-compliance on 156th Avenue SE. Levd 2 814ndards are met • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Appendix C Photos of Evendell CB#53 and HE CB#38 • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HE CB#38 with Extruded Curb HE CB#38 with Wet Vault Grates across SE 2nc1 PL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HE CB#38 and Evendell CB#S3 Evendell CB#S3 and HE CB#38 Mair Short Plat -Lot 2 plus 156'h Ave SE Frontage Improvements Pre-project -Post-project conditions KCRTS Printouts l·=HeH-'-l @ Land Use Su.mmary TIii ForeJAr:~2~:~~1 Till Pasture 0.00 acres! ----1 Till Grass 0.00 acres) Outwash forest 0.00 acres Outwash Pasture 0.00 acres Outwash Grnss 0.00 acres! WeUand 0.00 acresl Impervious 0.0~-~~ I -Total ------ 1 0.27 acresi Scale Factor: 1.00 Hourly Reduced Time Series: jMairtotalpredev Compute Time Series Modify User Input File for computed Time Series (.TSF] Also called just "predev". -Area---, ·nu Forest\ 0.00 acresi : i Till PBsturel 0.00 acres! Till Grassi 0.1 ~ acres I Outwash F0rest1 0.00 acres! Outwash Pa,sturell O.Oo acresl Outwash Grassl o.Oo acres! Wetl~nd 0.00 acr_esl lffip~rviousj 0.09 ~~e~I L: _____ J r -Total ------·-----·i ' ' L 0.27 acres! ·--~ Scale Factor: 1.00 Hourly .Rc~uced l»i I Time Series: ~l~_•_i_rt_o_t•_l_de_v _________ ___,f_>_.>j CompUte Time Se'rl~s· I Modify User Input i ! File ·tor comp~ted Time Serles (.TSF) Also called 11dev11 • ··.·=·- '..' ~.LOW Frequency imalysis TiJll.'9 Series Fi le: ma·irfotalpredev. tsf P::i;-oject Location:S~a-T~C · · .-_:_A.imua,l Peak Flow Rates-, Flow Rate Rank Time of Peak (CFS) 0.017 0.005 0.012 0, 001 0.008 0, 013 Ii. 011 0:021 Computed Peaks .ii.:,, ff! __ .,_J 2 7 4 8 6 3 5 1 ® Help_/~~~-KCRTS 1/06/02 2/20/03 3.(24/04 l/05/0? l/18/06 11/24/06 l/09/08 18:00 4:00 3:00 19:00 8:00 20:00 4:00 9:00 Flow Freqllency Analysis Time Series File:mairtotaldev .. tsf Project Loca.tion:Sea-Tac --Ann'ual Peak Flow Rates- Fl~w Rate Rank Time of Peak (CFS) 0.038 0.028 0.046 0.026 0.032 0.040 0.037 0,, 080 Computed Peaks ' ! . ·--"'~-" .. ,J 4 7 2 8 6 3 5 i 2/09/01 li'OS/02 2/27/03 8/26/04 10/28/04 l/18/06 10/26/06 l/09/08 2:00 16:00 7:00 2:00 16:00 16:00 0:00 6:00 ___ _;_FloY Frequency Analysis--.---· --Peaks· Rank Return Prob (CFS) Period 0:021 1 100,00 0.017 2 25.00 0.013 3 10,00 0.012 4 5,,00 0.011 5 3.00 0.008 6 2,00 0.0,05 7 1 .. 30 0,001 8 1.10 0.020 50,00 0.990 0: 960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 --Flow Frequency Analysis:--- --Peaks --Rank Return (CFS) Period 0.080 1 100.00 0.046 2 25.00 0.040 3 10.00 0.038 4 5.00 0.037 5 3.00 0.032 6 2.00 0.028 7 1.30 0,026 8 1.10 0.069 50.00 Prob 0.990 0, 960 0.900 0, 8,00 0.667 0.500 0.23i 0.091 0.980 •' , The 100-year peak flow rate of 0.08 CFS is still under the 0.1 CFS threshold for flow control requirement. Kris Sorensen From: Sent: To: Subject: Attachments: -----Original Message----- Rohini Nair Wednesday, December 10, 2014 10:36 AM Kris Sorensen FW: sample KCRTS output for another project located in the Forested conditions area MairPreDev-PostDevKCRTSComputerRuns-Lot2 Plus 156th Frontagelmprov.pdf From: Cliff Williams [mailto:cliff@sitedme.com] Sent: Wednesday, November 26, 2014 10:53 AM To: Rohini Nair Cc: Kris Sorensen; 'Bob'; 'Chris Beckman' Subject: RE: sample KCRTS output for another project located in the Forested conditions area -------, Rohini: The attached is the KCRTS printouts for the combined Lot 2/156th Ave frontage improvements areas. The runoff remains less than 0;1 cfs so our development remains less than the threshold. I hope this completes the drainage report. Thanks Cliff Williams, PE Development Management Engineers, LLC 206 714-7161 www.sitedme.com -----Original Message----- From: Rohini Nair (mailto:RNair@Rentonwa.gov] Sent: Monday, November 24, 2014 10:52 AM To: 'Cliff Williams' Cc: Kris Sorensen Subject: RE: sample KCRTS output for another project located in the Forested conditions area Hi Cliff, One clarification. Did the after project calculations include the impervious surface changes due to the frontage improvements on 156th? Thanks Rohini -----Original Message----- From: Cliff Williams [mailto:cliff@sitedme.com] Sent: Friday, November 14, 2014 1:37 PM To: Rohini Nair Cc: Kris Sorensen Subject: RE: sample KCRTS output for another project located in the Forested conditions area Rohini: Printouts as requested. Cliff Williams, PE 1