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HomeMy WebLinkAboutLUA-04-007" U~Till-lr:T' :8~Jrlg\1 I ~i ! o : , E--I I I z~; . ::'i'" I c... ~ z. I , S~~ "-~z "'W ~~ ! ~ I i I ___ ~I ! ~g it I I ~~ ~~ i ul>: ~ I II I~;i f---" Id .----1 I~~I 1----' ;0 i ~ -I [,': I ~!! i h-h~-I li~I~I~:~ ~! :.::.: Q.:...I 1I1I11 . -I , , i ' HI'iii ~tr.' ~~~ ! III; i II : ; II ~ ! I i II : ~ I ! I'I' -i 'I!' I' I . ( iii 4+l 1 .' :+~ :.l.L.' I ...... uj ~ > « 1ft ~ ~ Ih ~ C(i ;;: ~ ---------.---. --------. ----------'1 II I I NE 1/4 SECTION 05, TOWNSHIP 12, RANGE 0 E. w. M. BARTELL SHO~T PLAT I ~. ' _. ~ _ .• b.11!. th_S.T.' ------r~«;;; ~=§ 'm-::s ~:=,~~'~:llJ f GRAPHIC SCALE ';n:~~oll! VICINITY MAP N.T.'. ~ LEgAL OESCB!PIION ""_"'ONI·" ... 'OTI.O'U.OICD .... I. ..... ·,\ .. ·I .... _.OH~.otO( .. OI/ tiltH. OIW'''.'' ..... r-CIP' lH" PCII"OI'IWl""OI'OIIt ((IIoY(1'(O '0 ,~( 0;." 01 ~.~\,~ ~f..~p T~ ~U: .. ~~ :.!oCol: .:h::~=': ~~~f""'''. ooms , CCt<,~(U .. G_ .. ·C· .. 1I·,\'$'AlNfD'.0I'I .. ""'O(l.O$(O"UO ... "'.,," (_0 .... ( tOOM"'IChA4. "'.14"" "'0(1_" VIING .. tOO'tOH 1"0 ''''OOC''''£.T .. • .. I ..... \O<I' ... C,..c·_ .. (It •. ·~I.W(·_ .. (·'' .. I .. ul _"'. 'U'. NID __ ",11'01101(0 .rloorl" _, ... "0""_' '"' I .... ~ ..... RQ._nrOll' .. I..,..""OW!.CCtg'ootIl(CUI'I(toOI[ .. ·,r;,,,o.t ll1-,JQ-* Ulalkls.>wt .. ' r;, ~"1 CQIII<I[III"" .. C .. ~ SUII>t: .... OC!OJIII . .... 0001:"'1100('" ..... Il!Ol("' ... ,. I "on,u O(_'.'S.'(»'IO(O''''' """1110",,'. "'IQ"O""l)fI'1:M«"'UdC>' '" ,'" --= _ceClOlO e<:M>I.Cl(o ,_ "'''1'' 01 ""~I 11.0;" ., (~U"""'S. "'C><',·OI'·" ... I'e.O'oot .... • .. ,M(I$(~\OXOA>lCl/Oll"'·t_O'OOl<"o( 'tFtltl"« ""'III,"'f"" ~o$ '(0 1(\0_ ...... ..0' 1('" ""' .. ~ ~,~O~,e~~ .. ;',"!;.;;.\,.~~.,~ ~.-..:" '" 10l" 00 .. _ ~~ • l .... t'""""~, .... ·,·(e.CIOIUO.-.or· ... _. I lIt:eoot(I (I' _", .... t1~'l'_lll(e_O .. lOCO! N .' .'G! ,,, '"' 01 0( ... 0" , ..... nl':"oo~ "I;'OIOI:O"1MlO< 'M" .am ,', C"·OI"' .. '(lHl\ ..... ·_tOO~ltlc.Dftl>tO .. _".·'··rJ'a. C'" 01 0(,,''''' _' ......... 'IO, .. _~ 0('_0'" _ '" .1 ... .( II, o,.oI'a_OltO'ltOlOOlO_."" ",.1.1'11(> DATUM: BENCHMARK ~~~~ ~~vJ:T ~~:h[=CT:t.r ,::s .. :'\ ~~ ~ ~ t. 2"" ST. PROJECT SITE I f ~ Ii DA~~~~;;~~:~~/::.U'lC. ':'''~/ ... r .•. ~'>JoJ~:':.~:.~'J . .""0',.1.:":...-, ~:.._. RECOI,II,jENDEO rOR APPROVAl BY ___ _ .,----. '---- ( ~Lfl' C) • ..,.,..""" -.... "',.., '::"'''''~'.lJ'' 1.Jl1'OPL..A~ .••... ~~.~ .I., 1 ' I I I I I I I I I I I I I I I I I I I DRAFT PRELIMINARY TECHNICAL INFORMATION REPORT FOR Bartell Short Plat 1725 NE 24th Street Renton WA. CLIENT: Bob and Alina Bartell 1725 NE 24th Street Renton, WA 98056 Phone: (425) 793-4171 PREPARED BY: Daley-Morrow-Poblete, Inc. 726 Auburn Way N Auburn, W A 98003 Phone: (253) 333-2200 PROJECT No. 03-255 DATE: November 4, 2003 IEXPIRES: JAN. 9, .2006 STAMP NOT VAUO ~ SlGIED AND OAlED I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS DESCRIPTION PAGE SECTION I -PROJECT OVERVIEW Project Overview Vicinity Map TIR Worksheet Soils Map I-I 1-2 1-3 -5 1-6 SECTION n -PRELIMINARY CONDmONS SUMMARY N/A SECTION lli ~ OFF-SITE ANALYSIS TASK 1: TASK 2: TASK 3: TASK 4: TASKS: Study Area Definition and Maps General Information On-Site Drainage Analysis Upstream Drainage Analysis Downstream Drainage System Description Future Site Conditions Resource Review 1. Flood PlainIFloodway (FEMA) Maps 2. Sensitive Areas Map Folio 3. King County Soils Survey Maps lli-I-2 ID-3 Field Inspection ID-4-5 l. Investigation of Reported or Observed Problems During Resource Review 2. Location ofExistingIPotential Constrictions or Lack of Capacity in the Existing Drainage System 3. Identify ExistingIPotential Flooding Problems 4. Identify ExistingIPotential Overtopping, Scouring, Bank Sloughing, or Sedimentation S. Identification of Significant Destruction of Aquatic Habitat or Organisms 6. Collect Qualitative Data on Land Use, Impervious Surfaces, Topography and Soil Types 7. Collect Information on Pipe Sizes, Channel Characteristics and Drainage Structures 8. Verify Tributary Basins Delineated in Task 1 9. Contact Neighboring Property Owners in the Area 10. Note the Date and Weather Conditions at the Time of the Site Visit Drainage System Description and ProblemDescription lli-6 1. Drainage System Descriptions 2. Problems Mitigation of Existing or Potential Problems lli-7 I I I I I I I I I I I I I I I I I I I APPENDIX Exhibit A ExhibitB Exhibit C ExhibitD ExhibitE Exhibit F Exhibit G ExhibitH Vicinity Map Developed Site Plan with Pre-developed Contours Drainage Basin and Downstream Drainage Map Off-Site Analysis Drainage System Table Flood PlainIFloodway (FEMA) Map Assessors Map Sensitive Areas Map Folio King County Soils Survey Map SECTION IV -DETENTION FACILITY DESIGN Existing Site Hydrology (part A) Existing Condition Drainage Map Existing Condition Peak Flows Developed Site Hydrology(part B) Developed Condition Drainage Map Developed Condition Time Series Hydrologic Analysis (Part C) Detention System (part D) Water Quality System (part E) SECTION V -CONVEYANCE SYSTEMS DESIGN Conveyance Design SECTION VI -SPECIAL REPORTS AND STUDIES SECTION VII -BASIN AND COMMUNITY PLAN AREAS SECTION VIII -OTHER PERMITS SECTION IX -EROSION & SEDIMENTATION CONTROL DESIGN Erosion and Sedimentation Control SECTION X -BOND QUANTITIES WORKSHEET, STORMWATER FACILITY SUMMARY SHEET & SKETCH Bond Quantities Worksheet Storm Facility Summary Sheet SECTION X -MAINTENANCE AND OPERATIONS MANUAL III-8 III-9 III-lO m-ll III-12 Ill-I 3 III-14 -19 III-20-21 IV-I IV-2 IV-3-4 IV-5 IV-6 IV-7-8 IV~9 IV-9-10 IV-1l-12 TO BE ADDED N/A TO BE ADDED N/A TO BE ADDED TO BE ADDED TO BE ADDED N/A I I I I I I I SECTION 1 I PROJECT OVERVIEW I I I I \ I I I I I I I I I I I I I I I I I I I I I I I I I I PROJECT OVERVIEW The subject property is within a portion of the North East quarter, of Section 05, Township 23 North, Range 5 East, Willamette Meridian, King County Washington. The site is located to the northeast comer of N.E. 24th Street and lOSth Avenue S.E "inside the city limits of Renton, W A. The property consists of approximately 1.72 acres. There with two existing residences on the property. The existing residence to the south will be removed, the residence to the north will remain. The site is partially developed and is mostly covered with grass, shrubs fruit and trees 24th Street N.E. to the west and lOSth Avenue S.E. to the north are paved with existing drainage ditches. The existing ground has slopes generally from east to west of 6% .. Site soils are classified as Indianola (InC) in the King County Soils Survey map. It is proposed to develop the property into 9 lots. The existing house to the north will remain leaving S build able lots. An Access Tract will be provided for access to the existing home. Lots that front along the 2 streets will have driveway access. Lots in the interior will have a dedicated access tract to them .. A combined open detention/wet pond will be constructed to provide water quality and quantity control. The existing streets fronting this property will be improved on the property side to meet current city residential requirements. This will include curb, gutter, sidewalk, drainage facilities will be installed to control runoff along property side of fronting roadways. The existing stream channel will be improved to separate on site drainage from offsite. Care will taken to preserve the existing large trees along the stream and along the south property line. OJ I I I I I I I I I I I I I I I I I I I L() o ..q- Ii I-' co s: NE 201h SI VICINITY MAP SCALE: 1" = 1 000' w Z w > « ~~E 27TH ST NE 24-TH PA,RK I wi z, Wi >1 <i Ul I o z w w Nt 16TH ST ct: W co « .2 0' w I I I I I I I I I I I I I I I I I I I King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Project Owner _Bob and Alina Bartell Address 1725 NE 24th Street Renton, WA 98056 Phone (253) 333-2200 Project Engineer Mel Daley C0'!lpany Daly-Morrow-Poblete Address 725 Auburn Way N, Auburn WA 98002 IPhone 253 333-2200 ·::.:P·a····tt··· ·:::3<·:·~:::~PE:::·O· e:::PE·RMIT.:::::\::;:;:;: ::}::?:::::::<.: "::"""'.,~,:.,., •. '",',:.: •... ,: .. ,',:., •.. :,,:,: ... :.,: .. :,:.' .... ::"::": ..•.. ,',',' .. :.:.,~ . . .. ····::1··:"1:: r::> ··F ..... ".;::::::::::::_:g: . • ··.:··::·· .. ',·".'A' .. :.·.:,··,,·.·.'p·.· .. •··.· .. ·.·.·.·:p·:.,·,.·.·,::l..··· .... ,··:.·,,·.'C·.<,·'··:.·A'··.'·.·.·:T·.·,.·.·.·.'··· .• ·:.·I··'.·O'.·:·.·.··:.·N· ....... ' .. : ... , ..... : .. ' .... ,: ..• : .. :::: .... ' ..... :.: .. ·.·.:., .. :.:.,i::.·.,·: .•. ·.: .. ··.: ..• · ... '.::· •. ,.·.· .... :, •..•. :.: ••• , ........... :: .:'-""':':"':." ......... . ::/:)};::(::::it~<:t?V::::/~:~~/:::~<N:)~:~::~~::):<>\::?. X Subdivision 0 Short Subdivision 0 Grading 0 Commercial 0 Other Community City of Renton Drainage Basin Kennydale Creek Basin 0 River X Stream Un-named stream 0 Critical Stream Reach 0 Depressions/Swales n Lake LJ 0 Steep Slopes. Project Name Location Bartell Short Plat Township 23 North Range 5 E. W. M ............. Section N.E. 05 o DFWHPA o Shoreline Management o COE404 o Rockery o DOE Dam Safety o Structural Vaults o FEMA Floodplain o Other 0 COE Wetlands 0 Floodplain 0 Wetlands 0 Seeps/Springs 0 High Groundwater Table 0 Groundwater Recharge 0 Other ® I I I I I I I I I I I I I I I I I I I Soil Type Slopes Erosion Potential Erosive Velocities Ind/ano/a.. Cine) <I it) /SLo X Additional Sheets Attached (SEE EXHIBIT H) D D D D D D REFERENCE D Additional Sheets Attached MINlMUM ESC REQUIREMENTS DURING CONSTRUCTION X Sedimentation Facilities X Stabilized Construction Entrance X Perimeter Runoff Control X Clearing and Grading Restrictions X Cover Practices X Construction Sequence Other LIMITATION/SITE CONSTRAINT MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION X Stabilize Exposed Surface X Remove and Restore Temporary ESC Facilities X Clean and Remove All Silt and Debris X Ensure Operation of Permanent Facilities X Flag Limits of SAO and open space preservation areas o Other I I I I I I I I I I I I I I I I I I I 0 Grass Lined 0 Tank 0 Infiltration Method of Analysis Channel 0 Vault 0 Depression SBUH 0 Energy Dissipater 0 Flow Dispersal CompensationiMitigati X Pipe System on of Eliminated Site 0 Open Channel 0 Wetland 0 Waiver Storage X Stream 0 Regional N/A X Dry Pond Detention 0 Wet Pond Brief Description of System Operation DetentionlWet Pond On site storm water as well as off site storm water will be collected and routed to a detention/wet pond. Storm water will discharge to a culvert under 10alh Ave SE downstream. Facility Related Site Limitations Reference Facility Limitation 0 Cast in Place Vault X Drainage Easement X Retaining Wall 0 Access Easement 0 Rockery > 4' High 0 Native Growth Protection Easement 0 Structural on Steep Slope 0 Tract 0 Other 0 Other I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the infOrm?/tion . rovided here is accurate. I i~ //' . (! . / )/ /; ~v .. /. ... . y:. I I I I I I I I I I I I I I I I I I I SECTION II PRELIMINARY CONDITIONS SUMMARY I I I I I I I I I I I I I I I I I I I SECTION III OFF-SITE ANALYSIS I I I I I I I I I I I I I I I I I I I TASK 1: Study Area Definition and Maps General Information The Bartell Short Plat proposes to construct 9 lots on a 1.72-acre site. The parcel number is 3343903600, and is located in the NE quarter of Section OS, Township 25 North, Range 5 East, Willamette Meridian, Renton Washington. The site is rectangular in shape, with an existing access to NE 24th St. and is currently occupied by a single-family residence and detached outbuilding. The existing residence will remain, while the outbuilding will be demolished to accommodate the project. The property is currently zoned Single Family. The project proposes to construct a new access tract from Jones Ave. NE and NE 24th Street to serve the short plat, and install all necessary utilities and storm water facilities needed to serve the development. On-Site Drainage Analysis The property is currently developed with a single-family residence. The site slopes to the west at approximately 6% and is predominantly grass, trees and landscaping associated with the residence. There is an existing roadside ditch along NE 24th St., which conveys bypass flow through a 12-inch PVC to Jones Ave. NE. The roadside ditch along Jones Ave. NE conveys on-site and upstream flows to the south. An existing onsite manmade pond is located in the southwest comer of the property. This pond receives upstream tributary flow from approximately 48 acres. Upstream Drainage Analysis As discussed above, the existing pond receives upstream tributary flow from approximately 48 acres, including an adjacent upstream pond. These ponds are connected by a small 2~foot wide, by 2-foot deep channel approximately 15 feet in length. In addition, the site receives a small amount of tributary area from properties located to the east. This area is estimated to be 1.8 acres. It may be necessary to install a bypass drainage system to protect the proposed development from the flow from the east. Downstream Drainage System Description The project is located within the South Kennydale Sub basin of the Lake Washington East Basin. Within Yt mile downstream of this project, the site contributes less than 15% ofthe total basin drainage area; therefore, the downstream drainage way was reviewed to Yt mile downstream from the site. For this drainage basin, the downstream drainage system was very defined. The majority of the site discharges via sheet flow to the existing roadside ditch along Jones Ave. NE adjacent to the western boundary of the property, and flows south. A small southern portion of the property discharges via sheet flow to the existing onsite pond. The pond discharges from the site within an existing 12-inch concrete pipe. This is the beginning I I I I I I I I I I I I I I I I I I I of the downstream analysis. The flow from the aforementioned ditch, and pond flow west in approximately 36 feet of I8-inch corrugated metal pipe (CMP). The pipe discharges into a lined 2-4 foot wide by 2-3 foot deep ditch for a distance of approximately 50 feet At the end of this section, the channel is no longer lined, and discharges into a grass lined channel with varying size ranging form 3-6 feet wide, by 2-3 feet deep for a distance of approximately 400 feet to the northwest The channel then enters approximately 20 feet of24-inch concrete . pipe, then 26 feet of 30-inch concrete pipe under NE 24th St. The discharge then continues north in a channel measuring approximately 10 feet wide by 6 feet deep. This channel continues north for approximately 1200 feet flowing adjacent to 1-405. This point is beyond ~ mile downstream of the project site and the analysis is therefore terminated. See Exhibit C for a visual illustration of this drainage course, and Exhibit D for the Off-Site Analysis Drainage System Table. Future Site Conditions The development is proposing to install a new combined detention pond / wetpond facility, which will be discharging at the natural downstream location near the southwesterly property comer. Allstorm drainage facilities will be designed to City of Renton design standards. I I I I I I I I I I I I I I I I I I I TASK 2: Resource Review The following is a description of each of the resources reviewed in preparation of this Downstreain Analysis: 1. Flood PlainIFloodway (FEMA) Maps The site is not within a 100-year floodplain. Refer to Exhibit E. 2. Sensitive Areas Map Folio Copies of the King County Sensitive Areas Map Folio are included as Exhibit G. According to this information, the site is not located within a Streams and 1 00-Year Floodplains, Wetlands, Erosion Hazard, Landslide Hazard, Seismic Hazard or Coal Mine Hazard Area. However, a minor stream tributary to May Creek has been identified on site. This stream requires a 25' buffer. The site does contain a man-made pond and has been determined to be unregulated. 3. King County Soils Survey Maps The soil underlying the site is Indianola loamy fine sand (InC). A copy of the relevant pages from the King County Soils Survey Map is included as Exhibit H. I I I I I I I I I I I I I I I I I I I TASK 3: Field Inspection The property is currently developed with a single-family residence and detached outbuilding. The downstream drainage system consists of a well-defined constructed open and closed system. The site slopes to the westat approximately 6% and is predominantly grass, trees and landscaping associated with the residence. A small upstream tributary area discharges to the site from the east. An existing onsite manmade. pond is located in the southwest corner of the property. There was a small flow within the downstream system. 1. 2. 3. 4. 5. 6. 7. Investigation of Reported or Observed Problems During Resource Review No drainage problems were identified in the review. Location of ExistingIPotential Constrictions or Lack of Capacity in the Existing Drainage System At the time of the site visit, there did not appear to be any evidence of lack of capacity or constraints within the existing drainage system. Identify Existing/Potential Flooding Problems At the time of the site visit, there did not appear to be any evidence of flooding or significant erosion problems within the existing downstream drainage system. Identify Existing/Potential Overtopping, Scouring, Bank: Sloughing, or Sedimentation There appeared to be no evidence of overtopping, scouring or bank scouring on the site or downstream. Identification of Significant Destruction of Aquatic Habitat or Organisms At the time of the site visit, there where no signs of aquatic habitat or organism destruction. Collect Qualitative Data on Land Use, Impervious Surfaces, Topography and Soil Types Qualitative data has been collected from resource sources and field visits. This information is included within this report. Collect Information on Pipe Sizes, Channel Characteristics and Drainage Structures See Exhibit Cand D for this information. I I I I I I I I I I I I I I I I I I I 8. 9. 10. 11. Verify Tributary Basins Delineated in Task 1 At the time of the site visit, the tributary basins described in Task 1 were verified as being accurate. Contact Neighboring Property Owners in the Area No homeowners where available or contacted during the field reconnaissance for this analysis. Note the Date and Weather Conditions at the Time of the Site Visit The site and downstream system was visited on October 23,2003, several days after the record one day rain total was set. At the time of the site visit, it was overcast and cool. I I I I I I I I I I I I I I I I I I I 1. 2. TASK 4: Drainage System Description and Problem Description Drainage System Descriptions: As discussed above. this site is bordered by and discharges to a defined drainage system. See Exhibit C for a visual illustration of this drainage course, and Exhibit D for the Off-Site Analysis Drainage System Table. Problems: As discussed in this report, during the site visit, no recent or ongoing problems where observed within the downstream drainage course. With the installation of a new detention/water quality facility, the project should not pose significant negative impacts to the downstream drainage system. I I I I I I I I I I I I I I I I I I I TASK 5: Mitigation of Existing or Potential Problems Drainage facilities for Bartell Short Plat will be designed using the City of Renton design guidelines. The development is proposing to install a new pond detention/water quality . facilities located near the southwest property comer. As there are no existing or potential problems within the downstream drainage system, no additional mitigation requirements are recommended. This level I analysis has provided a complete review of the downstream conditions. With implementation of the previously mentioned detention and water quality standards, the project should not pose significant negative impacts to the downstream drainage course. I I I I I I I I I I I I I I I I I I I APPENDIX I I I I I I I I I I I I I I I I I I I \" ~ I" ~ ~ ez GJ ~ 0 -Z- NE 28TH ST NE 27TH ST NE 24TH PARK L() 0 v PROJ I SITE f- (X) 0 NE 20TH ST ,-- w w z z w w > > « « (j) z 0 w NE 16TH ST z w .2' w 0 m w « VICINITY MAP SCALE: 1-= 1000' Exhibit A /~ I I I I I I I I I I I I I I I I I I I ce-f'fP[ II .. -26Ul5 1£ -25l.85(£) .. -253.80(0) 1£ .. 253.15(W) ~~:.1;;-' J,z:, ===~!lrJf--'e~~==-­ ~: ~~~).C-----~ IE _ 2~.61(W) I """" RII.I -.24Z.61 I IE -234. t&(E) 1£ -;1.34.06(0) l8.6L1= 8-pVC 0 10.Q p r 5'CALE: I -= So i ! Exhibit B 'oped Site Plan with Pre-developed Contours 1.er_rvW· -. Storm'SY~~~Dl . PlBlPwTBCHNICAL8IIlVICES 1l.Il3Joi' ...., E4 -ST23NRSE.E 1/2 ,-------..•. --.~-.---------.--.. ---.---.. ----------- ! Topography lines are in .. Y2 meter intervals i .1:4800 ". D4 .' '51'23NRSEE 1/2 . 530, -------------- -- --- Basin: OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Lake Washington ____ Subba!!n Nam~: __ ~uth KenBYdale Subbasin Number: ·····~!~ .•• :[i: ••• ~~I~SID,ii iiiiiliiliii!iii'mrl1liiliiiiliil!!i ii~~ii··il:l~ii··. iil!ml!_~;l]ill:!iilii.ilim~1iJll!; •• iil~:111aillll:!I!!ii ® !:I~';:llllill!tll~~~·i.! ·iilii~illli~il.·i!llii~.~~~~~·~~~·· A I8-inch channel Corrugated Metal Pipe 1% 0-36' I None Observed I None No problems observed B Channel C Channel D 24-inch pipe E 30-inch pipe F 10ft wide by 6 ft deep 2-4 ft wide by 2-3 ft deep 1% 36'-86' None Observed 3-6 ft wide by 2-3 ft deep 1% 86'-486' None Observed Concrete pipe 1% 486'-506' Sediment in pipe Concrete pipe 1% 506'-532' Sediment in pipe 10ft wide by 6 ft deep 1% 532'-1732' None Observed Exhibit 0 Off-site Drainage Table None Channel sides are lined with timbers None Tall grass and vegetation in channel None Sediment in pipe None Sediment in pipe None No problems observed 3RD STREET 32ND STREET 31ST STREET 30TH STREET 29TH STREET I NOUTH 28TH PLACE I ZONE X I I I I \ I I I NORTH 32ND STREET CITY OF RENTON 530088 NORTHEAST 30111 STREET PARK ~ b' if. 26TH ~\i o => II: 0 ~U W => Z W ~ STREET ~ o o « UJ 2 NORTH 24TH STREET w => Z W >I «I-a:: ~~ o o « w 2 NE 28TH STREET ~ w I \i o Z w => z w ~ NE 27TH COURT I-'f1 w I I-a:: o Z NORTHEAST 28TH STREET T~ JONES AVENUE NORTHEAST W => Z wI-> If) « « >-lU W ::r: a:: I-lU II: I-0 ZZ o . NORTHEAST 24TH STREET 2 I,'=~I MONTEREY AVENUE /NORTHEAST STREET UJ =>1-Z (J) W« >w « I I-w a:: Z 0 :5 Z m NE 23RD STR UJ => Z W ~L-~N~O~R~T~HE~A~S~T __ -L ________ ~2~O~TH~-------4--~S~T~RE~E~T---t NE 19TH PLACE Exhibit E Flood Plain/Floodway (FEMA) Map l NE ,rn-l ~ pLJl,CE ~ ~- @ I I I I . f ; 1"'('..5 I r\. ~~ . \. "", , I • I ' :U) I . 'VI I~ .> , :7 -..: J 1 1-. I 1 i I ! I I I I I I I I I I I I I N N Il£.i . I "1 I CI') I I~ I~ 1 , W > <{ I.l:J ::::. ~ V) ::::, ;.... -~rJ .tj If) " NE SrT'E "-/ ~I '') ... . ,~ /':} It ... \. 0 ,,>, ... ~ ~\f>-(...' -----; ~-- ·G .OU> ,?V:' \ ., . .J '>,)v \/I -------_ ... -- 255.14-.' :-r ;J 88 -DC) -~'<J E 38/.17 (~f') REN SP 60 -87;' 88 : 1 1:2 :0 I: I 12~.G.J Exhibit F Assessors Map S1 ····!i ·'2~:A' I I d be-d In-w the reams. I Streams and 100- Year Floodplains • • • • • • • • • • Exhibit G Sensitive Areas Map Folio Class 2 (with salmon ids) Class 2 (perennial; salmonid use undetermined) Class 3 Unclassified Duwamish 4 I l ith an in the The ·'a'· have ariety of nlap- rvice r loea- Wetlands Wedands Open Water _ Basin Boundaries Sub-basin Boundaries Duwamish 4 I Duwamish 4 ) I Landslide Hazard Duwamish 4 I Seismic Hazard Areas Duwamish 4 I .1 min- IWith Re- curs ded the ;nnels. Coal Mine Hazard Areas - -,---, '" -'" , Duwamish 4 I·· -" ,Oleman 1 1 I I I I Scale 1 :24 000 Exhibit H King County Soils Survey Map ··8M .~!JF .rli I ., "':.. N ! I I I I I I I I I I I I I I I I I I I gravelly coars-e sand to very gravelly loamy sand. Depth to the IIC horizon ranges from 18 to 36 inches. Some areas are up to 5 percent included Alderwood soils, on the more rolling and undulating parts of the landscape; some are about 5 percent the deep, sandy Indianola ~oils; and some are up to 25 percent Neilton very gravelly loamy sands. Also included in mapping are areas where consolidated glacial till, which characteristically underlies Alderwood soils, is at a depth of 5 to 15 feet. . Permeability is rapid. The effective rooting depth is 60 inches or more. Available water capac- ity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for timber and pasture and for urban development. Capability unit IVs-l; woodland group 3f3. . Everett gravelly sandy loam, 5 to 15 percent slopes (EvC) .--This soil is rolling. Areas are irregular in shape, have a convex surface, and range from 25 acres to more than 200 acres in size. Run- off is slow to medium, and the erosion hazard is slight to moderate. Soils included with this soil in mapping make up no more than 25 percent of the total. acreage. Some areas are up to 5 percent Alderwood soils, which overlie consolidated glacial till; some are up to 20 percent Neilton very gravelly loamy.sand; and some are about IS percent included areas of Everett soils where slopes are more gentle than 5 percent and where they are steeper than IS percent. This Everett soil is used for timber and pasture and for urban development. Capability unit VIs-I; woodland group 3f3. Everett gravelly sandy loam, 15 to 30 percent slopes (EvD) .--This soil occurs as long, narrow areas, mostly along drainageways or on short slopes between terrace benches. It is similar to Everett gravelly sandy loam, 0 to 5 percent slopes, but in most places is stonier and more gravelly. Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 10 percent Alderwood soils, which overlie consolidated glacial till; some are up to 5 percent the deep, sandy Indianola soils; some are up to 10 percent Neilton very gravelly loamy sand; and some are about 15 percent included areas of Everett soils where slopes are less than IS percent. Runoff is medium to rapid, and the erosion hazard is moderate to severe. Most of the acreage is used for timber. Capa- bility unit VIe-I; woodland group 3f2. . Everett-Alderwood gravelly sandy loams, 6 to IS percent slopes (EwC) .--This mapping unit is about equal parts Everett and Alderwood soils. The soils are rolling. Slopes are dominantly 6 to 10 percent, but range from gentle to steep. Most areas are irregular in shape and range from IS to 100 acres or more in size. In areas classified as Everett soils, field examination and geologic maps indicate 16 the presence of a consolidated substratum at a depth of 7 to 20 feet. This substratum is the same mate- rial as that in the Alderwood soils. Some areas are up to 5 percent included Norma, Seattle, and Tukwila soils, all of which are poorly drained .. Runoff is slow to medium, and the erosion hazard is slight to moderate. Most of the acreage is used for timber. Capabil- ity unit VIs-I; woodland group 3f3. Indianola Series The Indianola series is made up of somewhat excessively drained soils that formed under conifers in sandy, recessional, stratified glacial drift. These undulating, rolling, and hummocky soils are on terraces. Slopes are oto 30 percent. The annual precipitation is 30 to 55 inches, and the mean annual air temperature is about 50° F. The frost- free season is ISO to 210 days. Elevation ranges from about sea level to 1,000 feet. In a representative profile, the upper 30 inches is brown, dark yellowiSh-brown, and light olive- brown loamy fine sand. This is underlain by olive sand that extends to a depth of 60 inches or more (pI. I, right). Indianola soils are used for timber and for urban development. Indianola loamy fine sand, 4 to IS percent slopes (InC) .--This undulating and rolling soil has convex slopes. It is near the edges of upland terraces. Areas range from 5 to more than 100 acres in size. Representative profile of Indianola loamy fine sand, 4 to 15 percent slopes, in forest, 1,000 feet west and 900 feet south of the northeast corner of sec. 32, T. 25 N., R. 6 E.: 01--3/4 inch to 0, leaf litter. B21ir--0 to 6 inches, brown (lOYR 4/3) loamy fine sand, brown (lOYR 5/3) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; slightly acid; clear, smooth boundary. 4 to 8 inches thick. B22ir--6 to 15 inches, dark yellowish-brown (lOYR 4/4) loamy fine sand, brown (lOYR 5/3) dry; massive; soft, very friable, nonsticky, non- plastic; common roots; Slightly acid; clear, smooth boundary. 6 to IS inches thick. Cl--lS to 30 inches, light olive-brown (2.SY 5/4) loamy fine sand, yellowish brown (lOYR 6/4) dry; massive; soft, very friable, nonsticky, nonplastic; common roots; slightly acid; gradual, smooth boundary. 12 to 17 inches thick . C2--30 to 60 inches, olive (SY 5/4) sand, light brownish gray (2.SY 6/2) dry; single grain;· loose, nonsticky, nonplastic; few roots; slightly acid. Many feet thick. There is a thin, very dark brown Al horizon at the surface in some places. The B horizon ranges I I I I I I I I I I I I I I I I I I I SECTION IV DETENTION FACILITY DESIGN I I I I I I I I I I I I I I I I I I I EXISTING SITE HYDROLOGY (PART A) The subject property is within a portion of the Northeast quarter, of Section OS, Township 23 North, Range 5 East, Willamette Meridian, King County Washington. The site is located to the northeast comer of N.E. 24th Street and lOSth Avenue S.E inside the city limits of Renton, WA. The property consists of approximately 1.72 acres. There with two existing residences on the property. The existing residence to the south will be removed, the residence to the north will remain. The site is partially developed and is mostly covered with grass, shrubs and trees. 24th Street N.E. to the west and lOSth Avenue S.B. to the north are paved with existing drainage ditches. The existing ground has slopes generally from east to west of 6%. Site soils are classified as Indianola (InC) in the King County Soils map. The site has a low point at the S. W. corner of the lot. There is an existing man made pond at this location in which an existing stream from the south flows into. The property's natural grade flows to this pond. The pond and stream drain into an existing 12" CMP then to an existing IS" CMP that crosses under lOSth Avenue S.B. N.B. 24th Street has an existing storm drainage collection system, this system is located in the center of the road and does not collect at the low points of the cross slope. NE 24th Street has a ditch on the south side that is closed in areas with 12" pipe of various materials. The intersection of 10Sth Avenue S.B. and 24th Street N.E. is a natural low point. Roadway runoff is collected in a ditch along N.E.24th Street. This ditch follows the roadway slope and is conveyed to another ditch along lOSth Avenue S.E. This ditch discharges at the same culvert the existing stream and pond discharges into near the S. W. comer of the property. This ditch in order to discharge in the culvert crossing has a opposite slope of the roadway. (I) I I I I I I I I I I I I I I I I I I I GRAPHIC SCALE 50 02550 .. _ .. ! ! ( IN FEET ) I Incb = 50 fL 100 I I I I I I I I I I I I I I I I I I I I SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 -S.C.S. TYPE-LA 2 -7-DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-LA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,2 tX/ST/N6 CON.Dfl/DN ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM ............ 2.00" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 1.43,77,.28,98,13.2 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 1.4 77.0 .3 98.0 13.2 PEAK-Q(CFS) T-PEAK(HRS) VOL (CU-FT) .19 7.83 4121 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10,24,2.9 ******************** s.c.s. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM ............ 2.90" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 1.43,77,.28,98,13.2 DATA PRINT-OUT: AREA (ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 1.4 77.0 .3 98.0 13.2 PEAK-Q(CFS) T-PEAK(HRS) VOL (CU-FT) .44 7.83 7901 I I I I I I I I I I I I I I I I I I I STORM OPTIONS: 1 s.C.s. TYPE-LA 2 -7-DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-LA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3.9 EXISTING (!ONDITION ******************** S.C.S. TYPE-LA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 1.43,77, .28,98,13.2 DATA PRINT-OUT: AREA(ACRES) 1.7 PEAK-Q(CFS) .76 PERVIOUS A CN 1.4 77.0 T-PEAK(HRS) 7.83 IMPERVIOUS A CN .3 98.0 VOL (CU-FT) 12706 TC(MINUTES) 13.2 I I I I I I I I I I I I I I I I I I I DEVELOPED SITE HYDROLOGY (PART B) It is proposed to develop the property into 9 lots. The existing house to the north will remain leaving 8 build able lots. An Access Tract will be provided for access to the existing home. Lots that front along the 2 streets will have driveway access. Lots in the interior will have a dedicated access tract to them .. An open detention pond and swale will be constructed to provide water quality and quantity control. The existing stream' will be separated from the existing pond and the stream channel will be dressed along the frontage. Additional paving, curb, gutter and sidewalk will be added to N.B. 24th Street and 108th Avenue S.B. along the property frontage. The offsite roadway and offsite drainage will be bypassed. According to Mr. Greg Reiman of King County StOfm Water Management, the 1990 manual allows off site storm water to be bypassed if the total off site is greater than 50% of the onsite flow. A collection system will be installed along the frontage lots to collect the onsite runoff and route it to the pond. Detained storm water will discharge to the existing 18" CMP culvert crossing 108th Avenue S.B. The road and offsite runoff will also be routed to the 18" CMP culvert. I I I I I I I I I I I I I I I I I I I I CB-n'P£ II RBI -242." (Ei-rt'PE a RrW .. 243.84 0: -24C.7O(E) IE _ 240.Sse") 1[ _ 240.04{SIr) 1£ .. t.l6.01(NE} IE .. 235.71(£) IE '" 235.61(111) SSIoIH __ -----e~7 RAIl .. 242,.61 IE .. 2J4.16(E) IE .. 234-.iJ6CWl 3S..6I.F 8· P't"C 0 10.021: CB-tYPE I fAr .. 214.54 If: _ 242-39(5) IE ... 242.l4{N) IE ~ 24-2.Q9(Wj IE .",. 24Q.74 3S.5l.F I~ CWP D 1.27% IE _ 24Q.29 "'"'" 1 Allot _ 746.13 IE -2J9.4,1{W-S) IE "" 23V.J3(N} 8 !: E"'ST IE = 243.88 12' CMP IE _ 255.91 7 EXiSTING HOUSE QJ-T'rPE U JaW -264.M 0: -253.M(E) IE -253.80(") 1£ .. 253.7S(W) -<>-0 L.;;. 125 ~ ~ ;; 0,06.("f /r-f -,P£lZv. 0 I es 4c- IN;? O· BG Ac O. III ( h )( L) 0.8 po.~ so-y 0, 'I'LL 0, /.r X J zS )0.8 Z 0,5" CJ.oG 0, y 10,S M//\/, L ,"oxv' /70 PROPOSED CONDITIONS SGA/....£; I"'" 50 r I I I I I I I I I I I I I I I I I I I SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 -S.C.S. TYPE-LA 2 -7-DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-LA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,2 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* ·2-YEAR 24-HOUR STORM ~~~~ 2.00" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. .85,77, .86,98,10.5 DATA PRINT-OUT: AREA (ACRES) 1.7 PEAK-Q(CFS) .43 PERVIOUS A CN .9 77.0 T-PEAK(HRS) 7.83 IMPERVIOUS TC(MINUTES) A CN .9 98.0 10.5 VOL (CU-FT) 6916 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: a:d2 S.C.S. TYPE-LA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR) , DURATION (HOUR) , PRECIP(INCHES) 10,24,2.9 1 ******************** S.C.S. TYPE-LA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.90" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .85,77, .86,98,10.5 DATA PRINT-OUT: AREA(ACRES) 1.7 PEAK-Q(CFS) .74 PERVIOUS A CN .9 77.0 T-PEAK(HRS) 7.83 IMPERVIOUS TC(MINUTES) A CN .9 98.0 10.5 VOL(CU-FT) 11415 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: a;dlO I I I I I I I I I I I I I I I I I I I STORM OPTIONS: D£lItLOP£D COI\JDrTION 1 -s.c.s. TYPE-lA 2 -7-DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3.9 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM -~............ 3.90" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. .85,77,.86,98,10.5 DATA PRINT-OUT: AREA(ACRES) 1.7 PEAK-Q(CFS) 1.11 PERVIOUS A CN .9 77.0 T-PEAK(HRS) 7.83 IMPERVIOUS TC(MINUTES} A CN .9 98.0 10.5 VOL(CU-FT) 16781 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: a:d100 1 I I I I I I I I I I I I I I I I I I I HYDROLOGIC ANAL YSIS (PART C) The proposed detention facility was designed using the guidelines within the 1990 King . County Surface Water Design Manual. The allowable release rates are 0.19cfs and 0.44cfs for the 2-yr and 10-yr design storms. A thirty percent factor of safety is required to be added to the pond volume. DETENTION SYSTEM (PART D) It is proposed to construct a detention pond in the south east comer of the main parcel. This will provide detention as well as water quantity control. The design calculations for the detention pond are included in this section. The required detention storage volume is 1,415 cu.ft., which includes the 30 percent factor of safety. The available storage volume in the pond shown on the plan is·approximately 7,301 cu. ft. The sizing calculations are in the next page. I I I I I I I I I I I I I I I I I I I SUMMARY OF INPUT ITEMS 1) TYPE OF FACILITY: POND (2.0:1 SIDE SLOPES) 2) STORAGE DEPTH(ft): 3.00 3) VERTICAL PERMEABILITY(min/in): .00 4) PRIMARY DESIGN HYDROGRAPH FILENAME: 5) PRIMARY RELEASE RATE (cfs) : .44 6) NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: a:d2 TEST HYD 2 FILENAME: a:d100 a:d10 TARGET RELEASE(cfs): TARGET RELEASE(cfs): .19 1.11 7) NUMBER-OF-ORIFICES, RISER-HEAD(ft), RISER-DIAM(in): 2, 3.00, 12 8) ITERATION DISPLAY: NO ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED): o INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 3552 CU-FT BOTTOM ORIFICE: ENTER Q-MAX(cfs) .23 DIA.= 2.21 INCHES TOP ORIFICE: ENTER HEIGHT(ft) 2.2 DIA.= 2.94 INCHES PERFORMANCE: INFLOW TARGET-OUTFLOW DESIGN HYD: .74 .44 TEST HYD 1: .43 .19 TEST HYD 2: 1.11 1.11 SPECIFY: D -DOCUMENT, R -REVISE, A - e ACTUAL-OUTFLOW PK-STAGE .44 3.00 .19 2.15 1.11 3.16 ADJUST ORIF, E -ENLARGE, ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT, TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) 30,3 PERFORMANCE: DESIGN HYO: TEST HYD 1: TEST HYD 2: INFLOW .74 .43 1.11 TARGET-OUTFLOW .44 .19 1.11 ACTUAL-OUTFLOW .40 .18 1.01 STRUCTURE DATA: RID-POND (2.0:1 SIDE SLOPES) PK-STAGE 2.79 1.90 3.14 STORAGE 1087 630 1200 S -STOP STORAGE 1265 700 1520 RISER-HEAD 3.00 FT POND-BOTTOM-AREA TOP-AREA(@l'F.B.) STOR-DEPTH 3.00 FT STORAGE-VOLUME 230.5 SQ-FT 1001.7 SQ-FT DOUBLE ORIFICE RESTRICTOR: BOTTOM ORIFICE: TOP ORI FICE : OIA(INCHES) 2.21 2.94 HT(FEET) .00 2.20 Q-MAX(CFS) .230 .210 1415 CU-FT~ (jOL(J/Y1E 1le-()'cI I/1CLu-I)t!;S 1>0% F.>. I I I I I I I I I I I I I I I I I I I WATER QUALITY SYSTEM (PART E) We are proposing to provide a wetpond, which will be constructed underneath the proposed detention facility. The wetpond was sized per the guidelines within the 1990 King County Surface Water Design Manual. The required surface area is equivalent to 375 s.f, while the available surface area is approximately 1,542 s.f The required storage volume is 1,487 cu.ft., while the available storage volume is approximately 2,706 cu.ft. The sizing calculations are in the next page. I I I I I I I I I I I I I I I I I I I SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 -S.C.S. TYPE-LA 2 -7-DAV DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-LA RAINFALL DISTRIBUTION ENTER: FREQ(VEAR), DURATION(HOUR), PRECIP(INCHES) 2,24, .67 ***~**************** S.C.S. TYPE-LA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** .67" ,TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .85,77,.86,98,10.5 DATA PRINT-OUT: AREA(ACRES) 1.7 PERVIOUS A CN .9 77.0 PEAK-Q(CFS) T-PEAK(HRS) .10 7.83 IMPERVIOUS TC(MINUTES) A CN .9 98.0 10.5 VOL (CU-FT) 1487 €-<-- ~ut2F,4C£ 4d£1+' /?bQUIIZ6IJ.' 1% ( r> ./?,-C) >( /J? r,. .., Or 1/Vl,t?&'rZ·I/IO~ ..:. Va.rACE : C).O/)( ~ o~ 7~',J bO , =-3Jl5" 5;::- I I I I I I I SECTIONV . I CONVEY ANCE SYSTEM DESIGN I I I I I I I I I I I I I I I I I I I I -, I I I I I I I I I I SECTION VI SPECIAL REPORTS AND STUDIES I I I I I I I I I I I I I I I I I I I SECTION VII BASIN & COMMUNITY PLAN AREAS I I I I I I I I I I I I I I I I I I I SECTION VIII OTHER PERMITS I I I . 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'I L... _________ ~ r-__ --'-''''''.B"B''''' _________ '!l~ __ l __ N 00·28·15" E 294.90· .' ;.~ ~ 294.67" ~~ ~~~2J-~ ----, 1 1 1 L _____ .J _ ___ 9..Q.~ ___ _ ~ -----\ (/)"11 -;U iile m n ..... z m ( MillS 0 83:1 NOJN3& :10 Nto DNtNiV'tfid 1.N3!f~cl073J130 £OOZ·61A~ 300:J3llJ V.II NOlN3(1 lVld l~OHS 1131~\'8 Nl'!d 10~lNOJ 3~VNIV~(] a,~ _ ~ 3l.YO AS ar;/ds\,_ (tHIN])! _ B.1A/N3)1_ I~Jd _ \.A~"IW~G o~\I£h~~V~:'~o~'- f'€.~ ~ b 'l.~tl~ ~~~ "" ,. :~~, t:::I::o "''''e-c;l:j %. Z~W ~i;!O:: 803 f:5~ U ~~ i~ -~ ....... 6 u~ Ii tl ~, 2N <I" H !:~ ii"Qlr ~:I ~!~ <C" NE 1/4 SECTION 05, TOWNSHIP 12, RANGE 05 E. W. M. / I ~~"'><'2~ ~ : ;~~ ;~:IS '[ " ~'J e.B 12·C"P w i z ~ " ,~ ""-0'· '\,s><rn ~ CB-T"'t1l 'E _ Z~JB~[) ~: ~~~~:.l ~I" _ Z6~J.l I'""'""'"'""' =j=".?,?9!!fW' -'-, -'-0 Lo LEGEND o . o [' S'.U~RY 5[<I{R .. M (' Ulll"YPI1UANO<OI> o lX C~TCH BAS,N TYPE I o (, CAlC>< a.SI~ Typ[. --f<C~A'NlINKr[NC( -O~EXwooor[NC[ -~-x_ E' BARtl"'1lE >'ENC£ e UDECIDUOUST1l(E(ASNOTED) li!' E' CON:f"EP mE[ (OS NoreD) o TR[[ST06fllE~OVED(Il'P} CHECKED FOR CO~PLlANCE TO CITY STANDARDS _______ Dote __ _ _______ Oote __ _ 00" __ _ IoI(RrDIANPER crTY or R£NION SHOPI PLAT No fJl105149005 ~rs OF B£ARlNG' GrNTCRUNl Of ABERDEEN AV[NU[ I1F (Ill/HAVE: S[jASP(RC,rrO,R[I1TON SI-IOFlI PlAT R(CORQ£O UNQE" AFN9B05149005 GRAPHIC SCALE ';'=-=';~"===dc ( I~ FEET ) IIn<It.:lO!l lEGAL DESCAlPTJON IHE NOATH ()N1:_~Alr or LOT 19. or CO HILlMAN'S ~AKf wASHINGTON GAROlN or WEN, OI"SION No • [XClPt T"AI PORTION H[ij[IO'OA'E CONVE<E:D TO T~[ on Of ;:'~;~~I~ ~f I~ ~~:,,~~ ".:.or;{ J~",,~=S ~ ~~;;"~~Nh. NOTES I CONIROlUNGBOUNOARYOAlAWASO!l''''N{OBYf)f'UI....:lClOSlOntlO m'\IE~s.E"Pl.O"'NGCON;t:"TIOH""TR"VEAs[P<IOa:OORES.U""'GATOPCONZ"O ll<HlOllUTE "''''''1[(:IIAl O'SI ..... a: ",ASUR'NG "(ITR. ALL "[ASUR("rNTS AR( IN U 5 SURVEY r[ET "[lO WOIl~ p(RFOA"m B[TWEEN -woos' .. ~O'l{~BER, ,ogS 2 IRA'o'[R5[Ct.OSlJRESfOR lHISSU8lllw.>lONE'CHOll<EI>fQUlij["'[NIS0f "OC ;;~-:~g€~O(~V~~t~~~~~~Nc;rS lOT COON[~S IS BY ~A[)IAl SlJR\'\:' PROCEOUR!-: 3 "0 nTH IlEPORT .. AS PR(lV()[O 'OA ll<1S SVR'I{Y AND ~O'NOCPEN(lfNI <;EAAC!< or 1)<[ PUBLICR[COilDCONOUCTEO.THUS .... Tll:RSnr TillE SUCH A5(11.5["'''<l5, ::~~;.~-,:~;"J~~ .. '~T~~~6:LO';;o;.r .. :SC~~~(~~g" .... RffE"Rf.O TO ON It<( REFERENCES kEC6:;~D~TC8oc~~~" .. t'~ .. \t:K~2 .. ~~~TT~ CARDE~ or m[N OI"SION No • ~INGC()JtIIYS>IORT"U1RECOAIl{DV..ocijNo~~ RECORD or ~uPvtY No 9207J,gOOJ RECORO[D IN BOO" 8a AT PACE U~ DIY Of Rf.NfON l(" ... ~"2g9<lO~ Rf.COIIDE~ '" """"" 106.' P>.CE ,19 OTY or RlNfON U. "0 91060'900~ R'[CORf)W IN BOO" 116 AI POGE 101 CITY or R[NTON SHOAT PLA1 No geO~I.goo~ R[COilOm IN BOOt< T2\ or PAr;{ 21. QUIT Ct.., ... O£(O R(COA[)£O UNO[~ "'-N 112122~2'1IO ~ RECOMMENDED FOR APPROVAL BY ___ _ BY ___ _ BY ___ _ DATUM: BENCHMARK (CITY OF R£NTON Bt.I IJJ.) TOP 1/8" BRASS NAIL S(T IN CONCR£T£ MONUIoIENT AT INTERS£CTION 1081" AYf.. N.E. AND N.f.24thST. PHO~~~~W:;~~~~~~~~05 €fl:\~~~ DEVELOPMENT PLANNING CITY OF RENTON FEB 0 6 ~O~ ~~CtE~WlE[» % :::s "" '-' ~E--~~; U"" oOZ ~ffi~ -.........:3% '-'~~ ~~O::: b.." §m i:l '" r- 11.! r..Z ~i 00 it ~~ ~~ -~ ~c u~ f! !! IlVgI'l ~ ~l i!~ li~ ~u ~!l ·ltl~l~ ~ z"""'" ""1° t:;lt:i Bi::E I ! I! NE 1/4 SECTION 05, TOWNSHIP 12, RANGE 05 E. W. M. C8-1YP[II '[ = ~'O 79(t) 1(_1'0!>9(N) ,[= HOO'(SW) !!1U.4.1h._. -~- w ~ ~ ;. " PERIFERIES TO BE RE~ov!:O ,.-R,'" ~ 2t;5JJ :: : ;:;~:i~iS-~) I J' f GRAPHIC SCALE ~=-:::.J "U===:l' (INFErTj , '''co ~ 30 It LEGEND . o E< S~N'''RY S[wr" "", E' UTlllWPOU ANC~OR EX C'lC~ 8~SlN TYP[ , @ E' C~lC" 90SI'! TYP[ ~ __ ,'C~~INlIN"r["C[ -o_£XwooorENC[ -,-~-Ex SARB _r rENC£ e E:'OE:CI()IJ(OJSlF'[[(ASNOTEO) ii;t" Ex CON,rE~ lI>;n (~S NOTrO) @ '"""'"' ",",., "'" CHECKED FOR COMPLIANCE TO CITY STANDARDS _______ IDole _______ '0018 __ _ Dole __ _ RECOMMENDED FOR APPROVAl By ___ _ BY ___ _ BY ___ _ ~Ho~~~~~~«~ki~~~~~~o~ @!w~)~~~ DEVELOPMENT PLANNING CITY OF RENTON FEB 062004 lR1~t\E~V\E\D) j I \I~ Ii y,\\ NOJ,N::I<I Hld lMOHS 113J,MV8 Nl'1d lOM1NOJ ~NIG¥M~ NOJ,N311 ~ ''0 ill:) ~ \, .06·t6~ 3 .s ~.B~.OO N \ \ aw _ ~~ 3.l'lll AS aW/dS\;_ a.u/:\'3)1 _ 8.oiAIN3)1_ 1'{3d __ OEVELO?MENT PL,':"N~,!\NC: CITY OF RENTON FEB 0 6 200~ \R~tE~V~O ~~m e~~~~ rOlld-<;<;aco 1~J3lu ~N311113SV3 A .... M3I11HC 11>"-1-'--"'---I ~ I I I I I I I L ___ ~ VAl NO.LN311 1Vld IHOHS 1131H\'8 S31111l1O lVH3~3~ I I I I I L ' , ___ ~ I " I I I I I I ,_______ /1 I 7 // I I / / ' I // // L / / -----~ / / r I I ( ------! I L i _______ J III j ~ ~ DEVELO?MENT PLANNING CITY OF RENTON FEB 062004 RlECIE~VED ~ --\ CITY OF RENTON COUNCIL AGENDA BILL Submitting Data: DeptiDivlBoard .. Staff Contact ..... . Subject: Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 For Agenda of: April 18, 2005 . Agenda Status Consent ............. . Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Bartell Ordinance ............ . Short Plat LUA-04-007. Resolution ........... . Exhibits: Deed of Dedication Exhibit Map Vicinity Map Hearing Examiner's Report Recommended Action: Council concur Fiscal Impact: N/ A Expenditure Required .. . Amount Budgeted ...... . Total Project Budget SUMMARY OF ACTION: Old Business ....... . New Business ...... . Study SessionS: .... . Information ........ . Approvals: Legal Dept ........ . Finance Dept. .... . Other .............. . Transfer/Amendment ...... . Revenue Generated ........ . City Share Total Project. x x X The area to be dedicated for additional right-of-way is at the corner of Jones Ave NE and NE 24th Street. BaJi~UShort Plat, LUA04:-:007 is required by a Hearing Examiner's decision to dedicate a 15-foot corner radius (approx. 46.0 sq.ft.) to insure proper turning radius at street corners for emergency vehicles. Council acceptance of said right-of-way should be completed prior to recording deed with the short plat. STAFF RECOMMENDATION: Staff recommends that Council authorize the Mayor and City Clerk to execute the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2005\Bartell SHPL 04m AGNBILL.doc ReIrmI Address: City Clerk's Office City of R.catoD lOSS Souih Grady WIY Renton, WA 98055 DEED OF DEDICATION Project Pile II: The Onfttor. for and ia CIICIIideratioD ormutuai beaefibI COIIft}'S. quit c:Jaims. dediCltel aruI donates to the OraDta(c) as IIIIMd Ibove. dac Ibove delatW real estate litulted ill the County or King. State orwubiDgtoa. IN WITNESS WHBRBOF. I have hcrcuDto ac:t my band IUJd seal the day and year as written below. DBBD.DOC hpl Notwy Seal must be within box INDlnDrM£ '01tM OF ACXNOfl'LEDGM6NT STATEOFWASHING1'ON )SS COUNTY OF KINO } eouo&clJi' I'ORJI OF .faNOWUltx;MBNl' . Notary ScalhWll be witIUD box STATB OF WASHINGTON ) ss COUNTY OF KINO ) On dail __ day of ____ ..J. 19-, before me paaonaIly appeared to me knOWll to ~be~'-----------------------------o~f~~~--' ~~ cxecutecllhe within iIaIItnaDcat. and acknowloclce the laid iaaInaa1cm to be the iRe .-l YOluafary Kt IIICI deed ofaid ~ for Ihe ucec .. pIIIPOIa tbereiA meodoaed, IDd cedi oa 0ICb lilted til" beltbc waslUJborizcd to cxeane said inItnunent IIIClIhalIhe Jell affIXed is the corporaCo lOll of said ~Oll. Notary Public in and for the State ofWaahington Nolary (Print), ____________ _ Myappointmcnt cxpircs:, __________ _ Dated: Attachment "A" Bartell Short Plat Right of Way Dedication . Beginning at the Northwest comer oflot 294 ofC.D. Hillman's Lake Washington Garden of Eden, Division No.4 as recorded in Volume 11 of Plats, page 82, records of King County, Washington; thence North 88°06'54" East, along the North line of said Lot 294, a distance of 14.63 feet to a point of crisp on a curve concave to the Southeast having a radius of 15.00 feet and a central angle of 88°34'30" and being subtended by a chord which bears South 43°49'39" West 20.95 feet; thence Southwesterly along said curve, a distance of23.19 feet to the West line of said Lot 294; thence North 00°27'36" West, along said West line, a distance of 14.63 feet to the True Point of Beginning. Containing 46 square feet more or less. Situate in the SE Y4 of the SE Y4 of Section 4 Township 23 North Range 5 East of the Willamette Meridian, County of King, State of Washington. Attachment "B" Bartell Short Plat Right of Way Dedication SE 1/4. SE 1/4 Sec. 4. TWP 23N. RNG 5E. x . ~ NSS·0~'54·E ~_ 14.63 NE 24th street C\J CT) • ID o . 0"<1" z ...... rn Q) ~ o t-:I __ Area of Dedication 46 square feet L=23.19' A=SS·34 '30· R=15.00· not to scale EXPIRES 5-23-2005 .' 'F=============================================~=====q LIMITED POWER OF ArrORNEY BE IT KNOWN, that vrs2,.U lq Pc;.r k Ie w. C z... bas made and appointed, and by these presentS does make and appoint ~.f-H &,,-If t' true and lawful attorney for ~ and in hisII!! name, place and stead, for the following specific and limited purposes only: S"'f '" elO("~ re.;~ -tD ~ s~fltCt-q-f s~{q 4- l7Z-) IJ~ 'l\f~ r~l-, Il.e,,~ kII\-Cff'OS-(, giving and granting said attorney, full power and authority to do and perform ail and every act and thing whatsoever necessaIY 10 be dODc in and about the spedfic and limited premises (set out herein) as fully, to all intents and purposes, as might or could be done if persooaIIy preseol, with full power of substitution and revocation, hereby ratifying and confirming aD 1bat said attorney sbaD lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seallhis 17 day of L4 II Il Cli " 20 IJ~ ~>~l/LL.S. Sworn to before me 1his ~ day of mORe H ,20 eS': iUm.R~ NOTARY PUBLIC My Commission Expires: 8UNDA "ROBERTS NOTARY PUBUC STATE OF WAStINGTC»4 ~U.I5S1ON EXNES DEea&:t 19. 2108 1 t I Centre Pointe -=-Surveying, Inc., P.S. MikeDotsun City of Renton 1055 South Grady Way Renton. Washington 98055 RE: The Final Plat Recording Concerns letter dated May 4, 2004, for the Bartell Short Plat, File No. ; LUA04-007-SHPL-H. Dear Mike, February 7, 2005 Enclosed a list of how the City of Renton staff comments and conditions of approval were addressed; 1) All mitigation measures as outlined by the Environmental Review Committee will be addressed prior to the recording of the Short Plat. 2) Lots 5 and 6 have been altered to meet the minimum pipestem width requirement. 3) No street signs have been set at this time. A ''No Parking -Fire Lane" sign will be installed prior to recording of the Short Plat. 4) A note stating that Lot 3 shall access from Northwest 23rd Street has been added to sheet 2 of 2. 5) A note stating that Lot 9 shall access from the driveway easement has been added to sheet 2 of2. 6) No fencing has been built along the East boundary line of Lot 9 at this time. A 6' fence will be built along the East line of Lot 9 prior to recording of the Short Plat. 7) The Traffic Mitigation fee of $75.00 per additional generated trip will be paid at the time of recording of the Short Plat. 8) The Fire Mitigation fee of $488.00 per new single-family lot will be paid at the time of recording of the Short Plat. 9) The Parks Mitigation fee of $530.76 per new single-family lot will be paid at the time of recording of the Short Plat. 10) The radius-intersection dedication description has been enclosed. Should you have any questions or need additional information. please give me a call. S~CerelY, / J .. £ ~ Stephen HWoods, P.L.S. P.O. Box 4416 -Federal Way, WA 98063-4416 Phone (253) 661-1901 -Fax (253) 661-7719 Attachment "A" Bartell Short Plat Right of Way Dedication Beginning at the Northwest comer oflot 294 of CD. Hillman's Lake Washington Garden of Eden, Division No.4 as recorded in Volume 11 of Plats, page 82, records of King County, Washington; thence North 88°06'54" East, along the North line of said Lot 294, a distance of14.63 feet to a point of cusp on a curve concave to the Southeast having a radius of 15.00 feet and a central angle of 88°34'30" and being subtended by a chord which bears South 43°49'39" West 20.95 feet; thence Southwesterly along said curve, a distance of23.19 feet to the West line of said Lot 294; thence North 00°27'36" West, along said West line, a distance of 14.63 feet to the True Point of Beginning. Containing 46 square feet more or less. ..... ' '-'"",, fIl CD ~ o ~ Attachment "B" Bartell Short Plat Right of Way Dedication NE 24th Street Area of Dedication 46 square feet not to scale EXPIRES 5-23-2005 After Recording, Return to: J&M Land Development, Inc. 4734 Northeast 4th Street Renton, WA 98059 [Space above this line for Recorder's use only] DECLARATION OF JOINT ACCESS, UTILITIES AND MAINTENANCE This Declaration of Joint Access, Utilities and Maintenance (the "Declaration") is being made on the date hereinafter set forth, by J&M Land Development, Inc., a Washington corporation ("J&M"). RECITALS: WHEREAS, J&Mis in the proces.s.oLplattingintonine lots certain real property that it owns. However, only Lots 3, 4, 5 and 6, legally described on attached Exhibit A, are affected by this Declaration. WHEREAS, J&M is constructing a twenty six (26) foot wide private driveway twenty (20) feet of which will be comprised of an impervious material, e.g., asphalt ("Driveway"), graphically depicted, and legally described on Exhibit C attached hereto, to provide shared access to Lots 3, 4, 5 and 6. WHEREAS, J&M undertook installing, for the benefit of Lots 3,4, 5 and 6: certain utilities, including, but not limited to cable, phone, electrical, water, sewer, gas and shared storm drainage. WHEREAS, this Declaration establishes mutual easements and maintenance obligations regarding the shared Driveway and the improvements, including the utilities, within the Driveway. NOW, THEREFORE, J&M hereby declares as follows: I. Grant of Easement. J&M hereby declares perpetual, non-exclusive mutual easements to and for the benefit of Lots 3, 4, 5 and 6, over, under and across the Driveway depicted and described on the attached Exhibit C (the "Easement Area"), for the purpose of ingress and egress, and utilities, including storm drains. The scope of the easements granted hereunder shall include the right to install, construct, operate, maintain, remove, replace, Page I ofll repair, and use a paved joint driveway and all utilities located thereon (including but not limited to, power, water, drainage, sewer, and appurtenant facilities). I. Maintenance and Repair. The owners of Lots 3, 4, 5 and 6 shall share equally the costs of maintaining and repairing the following: the Driveway, and the shared underground utilities, including the storm drainage. Any catch basin, if any, shall be inspected and cleaned on a semi-annual basis and the costs associated therewith shall be shared equally by Lots 3, 4, 5 and 6. All costs related to storm water runoff control shall be borne equally by the owners of Lots 3, 4,5 and 6. The Lot owners shall share equally the cost of all real estate or other taxes applicable to the Driveway, if any. Provided, however, the cost of any repairs to the Driveway, or to other items that are to be mutually shared and maintained by the Lot owners as described herein, resulting from the negligence or intentional misconduct of any Lot owner, shall be paid by the Lot owner causing the damage except to the extent such cost is covered by insurance. Unless otherwise agreed in writing by the four Lot owners, all maintenance and repair decisions shall be by uminimous written consent of the Lot owners. After receipt of sucli uminimous . written consent, any Lot owner incurring such maintenance and/or repair costs, shall provide a written invoice to the other Lot owners stating each Lot owner's pro-'rata share of such costs, and the other Lot owners shall pay the invoice within thirty (30) days of receipt thereof Any overdue amounts shall bear interest at the lesser of twelve percent (12%) or the highest nonusurious rate permitted by law, and the substantially prevailing Lot owner(s) in any action to recover those amounts shall be entitled to their. reasonable attorneys' fees and costs. I. Separate Utilities. Each owner of Lots 3, 4, 5 and 6 shall be solely responsible for the costs of installing, replacing, repairing, and maintaining those utilities now or hereafter maintained within the Easement Area that serve such owner's property and not the other Lot owners' property. I. Reservation. J&M and all future owners of all or any portion of Lots 3, 4, 5 and 6 reserve all rights not expressly granted hereunder. I. Indemnity and Insurance. The owners of Lots 3,4, 5 and 6, and such owners' successors and assigns (each an "Indemnitor"), agree to indemnify, defend, and hold the other owners and such other owners' successors and assigns harmless; from and against any and all claims, liens, losses, liabilities and expenses, including attorneys' fees and court costs, incurred by or asserted against such owners or their successors and assigns, as a result of any negligent or wrongful acts or maintenance or repair on the Easement Area by the Indemnitor or its employees, agents, tenants, contractors, successors or assigns. This indemnity shall run with the land and shall inure to the benefit of the owners of all or any portion of Lots 3,4, 5 and 6. Each owner shall at all times, at its sole cost and expense, keep in full force and effect a policy of commercial general liability insurance insuring against any and all claims or liability arising out of the use or maintenance of the Easement Page 2 of 11 Area, in an amount of not less than One Million Dollars ($1,000,000) per occurrence, covering bodily injury to persons, including death, and damage to property, including automobile liability coverage and contractual liability endorsement covering the indemnification covenant stated above; and shall insure the hazards of the Easement Area and the insured party's operations thereon, including the acts of its independent contractors. Each party shall be named as an additional insured under the policy of the other party, such coverage may not be discontinued or terminated except upon thirty (30) days prior written notice to the other party, and each policy shall have a deductible of not more than $5,000. I. Reasonable Use. The owners and their tenants, employees, agents, contractors, successors or assigns shall use the Easement Area in a reasonable manner consistent with this Declaration and, to the extent reasonably possible, shall avoid disturbing the other owner or its agents, employees, tenants, contractors, successors or assigns. I. -Notices. Any notices required or permitted hereunder shall be in writing and shall be - effective when delivered in person, the third day after being sent by registered or certified United States mail, return receipt requested~ postage prepaid, or the first business day after being sent by overnight courier, addressed to the owner of Lots 3, 4, 5 and 6, as the case may be, at the current mailing address listed in the .records of the King County Assessor. I. Covenants Running With the Land. The rights and restrictions contained herein shall be deemed appurtenant covenants running with the land and shall benefit and be binding upon the owners of Lots 3, 4, 5 and 6, and their respective heirs, successors and assigns. I. Costs and Attorneys' Fees. Should an owner of Lots 3, 4, 5 and 6 initiate legal proceedings to adjudicate any issues arising hereunder or to enforce any term, the party who substantially prevails shall be entitled to reimbursement of their reasonable attorneys' fees, costs, and expenses reasonably incurred in preparing to bring suit, during suit, on appeal and in enforcing any judgment or award.. It is agreed that any action at law or equity shall be brought in King County, Washington. I. WaiverlModification. Any waiver of any breach shall not be considered a waiver of any future similar breach. There shall be no modification or amendment to this ".'c _. Declaration except in a writing signed by all of the owners of Lots 3, 4, 5 and 6. The foregoing Declaration and any rules and regulations adopted hereunder are in the best interests of the Short Plat. Any subsequent owner of Lots 3, 4, 5 and 6 shall be bound by this Declaration and the terms and conditions set forth herein. DATED this _day of February 2005. Page 3 of 11 AND WHEREAS, J&M is in the process of platting into nine lots certain real property that it owns. However, only Lots 7 and 9, legally described on attached Exhibit B, are affected by this Declaration. WHEREAS, J&M is constructing a twenty (20) foot wide private driveway twelve (12) feet of which will be comprised of an impervious material, e.g., asphalt ("Driveway"), graphically depicted, and legally described on Exhibit D attached hereto, to provide shared access to Lots 7 and 9. WHEREAS, J&M undertook installing, for the benefit of Lots 7 and 9: certain utilities, including, but not limited to cable, phone, electrical, water, sewer, gas and shared storm drainage. WHEREAS, this Declaration establishes mutual easements and maintenance obligations regarding-the shared Driveway and the improvements, including the utilities, within the Driveway. - NOW, THEREFORE, J&M hereby declares as follows: I. Grant of Easement. J&M hereby declares perpetual, non-exclusive mutual easements to and for the benefit of Lots 7 and 9, over, under and across the Driveway depicted and described on the attached Exhibit D (the "Easement Area"), for the-purpose of-ingress and egress, and utilities, including storm drains. The scope of the easements granted hereunder shall include the right to instal~ construct, operate, maintain, remove, replace, repair, and use a paved joint driveway and all utilities located thereon (including but not limited to, power, water, drainage, sewer, and appurtenant facilities). I. Maintenance and Repair. The owners of Lots 7 and 9 shall share equally the costs of maintaining and repairing the following: the Driveway, and the shared underground utilities, including the storm drainage. Any catch basin, if any, shall be inspected and cleaned on a semi-annual basis and the costs associated therewith shall be shared equally by Lots 7 and 9. All costs related to storm water runoff control shall be borne equally by the owners of Lots 7 and 9. The Lot owners shall share equally the cost of all real estate or other taxes applicable to the Driveway, if any. Provided, however, the cost of any repairs to the Driveway, or to other items that are to be mutually shared and maintained,by the Lot owners as described herein, resulting from the negligence or intentional misconduct of any Lot owner, shall be paid by the Lot owner causing the damage except to the extent such cost is covered by insurance. Unless otherwise agreed in writing by the two Lot owners, all maintenance and repair decisions shall be by unanimous written consent of the Lot owners. After receipt of such unanimous written consent, any Lot owner incurring such maintenance and/or repair costs, shall provide a written invoice to the other Lot owners stating each Lot owner's pro-rata share of such costs, and the other Lot owners shall pay the invoice within thirty (30) days of receipt thereof Any overdue Page 4 of 11 .' amounts shall bear interest at the lesser of twelve percent (12%) or the highest nonusurious rate permitted by law, and the substantially prevailing Lot owner(s) in any action to recover those amounts shall be entitled to their reasonable attorneys' fees and costs. I. Separate Utilities. Each owner of Lots 7 and 9 shall be solely responsible for the costs of installing, replacing, repairing, and maintaining those utilities now or hereafter maintained within the Easement Area that serve such owner's property and not the other Lot owners' property. I. Reservation. J&M and all future owners of all or any portion of Lots 7 and 9 reserve all rights not expressly granted hereunder. I. Indemnity and Insurance. The owners of Lots 7 and 9, and such owners' successors and assigns (each an "Indemnitor'!), agree to indemnify, defend, and hold the other owners· and such other owners' successors' and assigns harmless, from and against any and all claims, liens, losses, liabilities and expenses, including attorneys' fees and court costs, incurred by or asserted against such owners or their successors and assigns, as a result of any negligent or wrongful acts or maintenance or repair on the Easement Area by the Indemnitor or its employees, agents, tenants, contractors, successors or assigns. This indemnity shall run with the land and shall inure to the benefit of the owners of all or any portion of Lots.7.and 9. Each-owner shalLat.all times, at its sole cost and expense, keep.in._ full force and effect a policy of commercial general liability insurance insuring against any and all claims or liability arising out of the use or maintenance of the Easement Area, in an amount of not less than One Million Dollars ($1,000,000) per occurrence, covering bodily injury to persons, including death, and damage to property, including automobile liability coverage and contractual liability endorsement covering the indemnification covenant stated above; and shall insure the hazards of the Easement Area and the insured party's operations thereon, including the acts of its independent contractors. Each party shall be named as an additional insured under the policy of the other party, such coverage may not be discontinued or terminated except upon thirty (30) days prior written notice to the other party, and each policy shall have a deductible of not more than $5,000. I. Reasonable Use. The owners and their tenants, employees, agents, contractors, successors;or assigns shall use the Easement Area in a reasonable manner consistent with . ..,;~ this Declaration and, to the extent reasonably possible, shall avoid disturbing the other owner or its agents, employees, tenants, contractors, successors or assigns. I. Notices. Any notices required or permitted hereunder shall be in writing and shall be effective when delivered in person, the third day after being sent by registered or certified United States mail, return receipt requested, postage prepaid, or the first business day after being sent by overnight courier, addressed to the owner of Lots 7 and 9, as the case may be, at the current mailing address listed in the records of the King County Assessor. Page 5 of 11 'f I. Covenants Running With the Land. The rights and restrictions contained herein shall be deemed appurtenant covenants running with the land and shall benefit and be binding upon the owners of Lots 7 and 9, and their respective heirs, successors and assigns. I. Costs and Attorneys' Fees. Should an owner of Lots 7 and 9 initiate legal proceedings to adjudicate any issues arising hereunder or to enforce any term, the party who substantially prevails shall be entitled to reimbursement of their reasonable attorneys' fees, costs, and expenses reasonably incurred in preparing to bring suit, during suit, on appeal and in enforcing any judgment or award.. It is agreed that any action at law or equity shall be brought in King County, Washington. I. WaiverlModification. Any waiver of any breach shall not be considered a waiver of any future similar breach. There shall be no modification or amendment to this Declaration except in a writing signed by all of the owners of Lots 7 and 9. I The foregoing Declaration and any rules and regulations adopted hereunder are in the best interests of the Short Plat. Any subsequent owner of Lots 7 and 9 shall be bound by this Declaration and the terms and conditions set forth herein. DATED this _day of February 2005. Page 6 of 11 STATE OF WASlllNGTON ) ) ss: COUNTY OF KING ) J&M LAND DEVELOPMENT, INC., a Washington corporation, By: ________________________ __ Marc Rousso, President TIllS IS TO CERTIFY that on this . day of February 2005, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and swom,- personally appeared Marc Rousso, to me known to be the President of J&M Land Development, Inc., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute said instrument. DATED: ________________________ ---', 2005. NOTARY PUBLIC in and for the State of Washington Residing at ___________ _ My Commission Expires: ______ _ Printed Name:. __________ _ Page 7 of 11 EXHffiITA [Legal Description of Lots 3, 4, Sand 6] LOT 3 Lot 3 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----.J filed under Recording No. , records of King County, Washington. LOT 4 L()t 4 oftlle._Barte~_Short 'plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----.J filed under Recording No. , records of King. County, Washington .. -- LOTS Lo.t5 of the BIl,!.!~V Short Plat, as recorded in Volume _ ,of Short Plats, atpages __ t()----.J filed under Recording No. , records of King County, Washington. LOT 6 Lot 6 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----.J filed under Recording No. , records of King County, Washington. Page 8 of 11 EXHIBITB [Legal Description of Lots 7 and 9] LOT 7 Lot 7 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ~ filed under Recording No. , records of King County, Washington. LOT 9 Lot 9 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J filed under Recording No. , records of King County, Washington. Page 9 of 11 EXHffiITC 26' Joint Access, Utilities and Maintenance Description Commencing at the Southwest comer of the North half of Tract 294, C.D Hillman's Lake Washington Garden of Eden Addition to Seattle Division No.4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, in King County, Washington. thence North 00°21'36" West, along the West line of said Lot 294, a distance of 101.00 feet to the True Point of Beginning; thence North 88°06'54" East, a distance of166.17 feet; thence North 01°53'06" West, a distance of26.00 feet; thence South 88°06'54" West, a distance of 13.00 feet to the beginning of a curve tangent to said line; thence Northwesterly a distance of34.56 feet along the curve concave to the Northeast, having a radius of22.00 feet and a central angle of 90°00'00"; thence North 01°53'06" West tangent to said curve, a distance of 13.00 feet; thence South 88°06'54" West, a distance of26.00 feet; thence South 01 °53'06" East, a distance of 13.00 feet to the beginning of a curve tangent to said line; thence Southwesterly a distance of34.56 feet along the curve concave to the Northwest, having a radius of22.00 feet and a central angle of 90°00'00"; thence South 88°06'54" West tangent to said curve, a,distance of82.52 feet to,saidWest line;. thence South 00°21'36" East, along said West line, a distance of26.01 feet to the True Point of Beginning. Page 10 of 11 EXHmITD 20' Joint Access, Utilities and Maintenance Description Beginning at the Northeast comer of Tract 294, C.D Hillman's Lake Washington Garden of Eden Addition to Seattle Division No.4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, in King County, Washington. thence South 00°32'07" East, along the East line of said Lot 294, a distance of 76.49 feet; thence South 88°06'54" West, a distance of20.01 feet; thence North 00°32'07" West, a distance of76.49 feet; thence North 88°06'54" East, a distance of20.01 feet to the True Point of Beginning. ' Page 11 of 11 'J After Recording, Return to: J&M Land Development, Inc. 4734 Northeast 4th Street Renton, WA 98059 [Space above this line for Recorders use only] DECLARATION OF STORM DRAINAGE AND MAINTENANCE This Declaration of Storm drainage and Maintenance (the "Declaration") is being made on the date hereinafter set forth, by J&M Land Development, Inc., a Washington corporation ("J&M"). RECITALS: WHEREAS, J&M is in the process of platting into nine (9) lots certain real property that it owns. Lots 1 through 9, inclusive, legally described on attached Exhibit A, are affected by this Declaration. WHEREAS, J&M is constructing a Storm Drainage Tract (Tract A), graphically depicted, and legally described on Exhibit B attached hereto, to provide storm water drainage for Lots 1 through 9, inclusive. WHEREAS, this Declaration establishes mutual easements and maintenance obligations regarding the Storm Drainage Tract and the improvements, within the Storm Drainage Tract. NOW, THEREFORE, J&M hereby declares as follows: I. Maintenance and Repair. The owners of Lots 1 through 9, inclusive, shall share equally the costs of maintaining and repairing the following: the Storm Drainage Tract, and the shared underground utilities, including the storm drainage. Any catch basin, if any, shill be inspected and cleaned on a semi-annual basis and the costs associated therewith shall be shared equally by Lots 1 through 9, inclusive. All costs related to storm water runoff control shall be borne equally by the owners of Lots 1 through 9, inclusive. The Lot owners shall share equally the cost of all real estate or other taxes applicable to the Driveway, if any. Provided, however, the cost of any repairs to the Storm Drainage Tract, or to other items that are to be mutually shared and maintained by the Lot owners as described herein, resulting from the negligence or intentional misconduct of any Lot Page 1 of6 't owner, shall be paid by the Lot owner causing the damage except to the extent such cost is covered by insurance. Unless otherwise agreed in writing by the Lot owners, all maintenance and repair decisions shall be by unanimous written consent of the Lot owners. After receipt of such unanimous written consent, any Lot owner incurring such maintenance and/or repair costs, shall provide a written invoice to the other Lot owners , stating each Lot owner's pro-rata share of such costs, and the other Lot owners shall pay the invoice within thirty (30) days of receipt thereof Any overdue amounts shall bear interest at the lesser of twelve percent (12%) or the highest non usurious rate permitted by law, and the substantially prevailing Lot owner(s) in any action to recover those amounts shall be entitled to their reasonable attorneys' fees and costs. I. Reservation. J&M and all future owners of all or any portion of Lots 1 through 9, inclusive, reserve all rights not expressly granted hereunder. I. Indemnity and Insurance. The owners of Lots 1 through 9, inclusive, and such owners' successors and assigns (each an "Indemnitor"), agree to indemnifY, defend, and hold the other owners and such other owners' successors and assigns harmless, from and against any and all claims, liens, losses, liabilities and expenses, including attorneys' fees and· court costs, incurred by or asserted against such owners or their successors and assigns, as a result of any negligent or wrongful acts or maintenance or repair on the Storm Drainage Tract by the Indemnitor or its employees, agents, tenants, contractors, successors or assigns. This indemnity shall run with the land and shall inure to the-benefit of the owners of all or any portion of Lots 1 through 9, inclusive. Each owner shall at all times, at its sole cost and expense, keep in full force and effect a policy of commercial general liability insurance insuring against any and all claims or liability arising out of the use or maintenance of the Storm Drainage Tract, in an amount of not less than One Million Dollars ($1,000,000) per occurrence, covering bodily injury to persons, including death, and damage to property, including automobile liability coverage and contractual liability endorsement covering the indemnification covenant stated above; and shall insure the hazards of the Storm Drainage Tract and the insured party's operations thereon, includj,ng the acts of its independent contractors. Each party shall be named as an additional insured under the policy of the other party, such coverage may not be discontinued or terminated except upon thirty (30) days prior written notice to the other party, and each policy shall have a deductible of not more than $5,000. I. Reasonable Use. The owners and their tenants, employees, agents, contractors, successors or assigns shall use the Storm Drainage Tract in a reasonable manner consistent with this Declaration and, to the extent reasonably possible, shall avoid disturbing the other owner or its agents, employees, tenants, contractors, successors or assigns. Page 2 of6 I. Notices. Any notices required or permitted hereunder shall be in writing and shall be effective when delivered in person, the third day after being sent by registered or certified United States mail, return receipt requested, postage prepaid, or the ftrst business day after being sent by overnight courier, addressed to the owner of Lots 1 through 9, inclusive, as the case may be, at the current mailing address listed in the records of the King County Assessor. I. Covenants Running With the Land. The rights and restrictions contained herein shall be deemed appurtenant covenants running with the land and shall beneftt and be binding upon the owners of Lots 1 through 9, inclusive, and their respective heirs, successors and asslgns. I. Costs and Attorneys' Fees. Should an owner of Lots 1 through 9, inclusive, initiate legal proceedings to adjudicate any issues arising hereunder or to enforce any term, the party who substantially prevails shall be entitled to reimbursement of their reasonable attorneys' fees, costs, and expenses reasonably incurred in preparing to bring suit, during suit, on appeal and in enforcing any judgment or award.. It is agreed that any action at law or equity shall be brought in King County, Washington. I. WaiverIModification. Any waiver of any breach shall not be considered a waiver of any future similar breach. There shall be no modification or amendment to this Declaration except ina writing signed by all of the owners of Lots ·1 through9,indusive. The foregoing Declaration and any rules and regulations adopted hereunder are in the best interests of the Short Plat. Any subsequent owner of Lots 1 through 9, inclusive, shall be bound by this Declaration and the terms and conditions set forth herein. . DATED this _day of February 2005. Page 3 of6 , I STATE OF WASHINGTON ) ) ss: COUNTY OF KING ) J&M LAND DEVELOPMENT, INC., a Washington corporation, By: ____________ _ Marc Rousso, President THIS IS TO CERTIFY that on this day of February 2005, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Marc Rousso, to me known to be the President of J&M Land Development, Inc., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company for the uses-and purposes therein mentioned, and on oath stated that he is authorized to execute said instrument. DATED: ____________ --', 2005. NOTARY PUBLIC in and for the State of Washington Residing at ___________ _ My Commission Expires: ______ _ Printed Name: __________ _ Page 4 of6 IJ EXHffiITA [Legal Description of Lots I through 9] LOTI Lot 1 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ~ filed under Recording No. , records of King County, Washington. LOT 2 Lot 2 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J filed under Recording No. , records of King County, Washington. LOT 3 Lot 3 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J filed under Recording No. , records of King County, Washington. LOT 4 Lot 4 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J filed under Recording No. , records of King County, Washington. LOTS Lot 5 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J filed under Recording No. , records of King County, Washington. LOT 6 Lot 6 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J ftled under Recording No. , records of King County, Washington. LOT 7 Lot 7 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J filed under Recording No. , records of King County, Washington. LOTS Lot 8 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J ftled under Recording ~o. , records of King County, Washington. LOT 9 Lot 9 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J ftled under Recording No. , records of King County, Washington. Page 5 of6 TRACT A EXHIBITB Storm Drainage Tract Description Tract A of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ~ filed under Recording No. , records of King County, Washington. Page 6 of6 Centre Pointe Surveying 33701 9th Avenue South ·Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Bartell Short Plat Point Number Bearing Description Distance 205 Block corner N88°06'54"E 254.39 211 NE Lot 294 SOOo32'07"E 294.67 215 Nl/2 , , S88°10'05"W 254.77 ' 214 Nl/2 NOOo27' 36"W 294.45 205 Block corner Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area , Sta 0+00.00 2+54.39 5+49.06 8+03.83 10+98.28 0.00666 0.00146 SI2°20'17"W 0.00682 Northing 7883.75506 7892.12284 7597.46570 7589.32121 7883.76172 1098.28 (1098.28) 1/161061 1/16.4869 1/753763 74967.46 SQ FT 1.721 ACRES Easting Elevation 5383.57829 5637.83063 5640.58350 5385.94372 5383.57974 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:55 AM NEW PROJECT PROJECT: G:\2331\2331.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 1 Point Number Bearing Description Distance 216 Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 218 N88°06'54"E 85.73 231 SOl°53'06"E 60.00 232 S88°06'54"W 101.85 233 NOO027'36"W 45.39 216 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area , , , , Sta Northing 0+00.00 7869.12400 217 7869.24443 15.00 , 88°34'30" Right 23.19 , N43°49'39"E 20.95 , 4.26 , 5.95 , 381°58'19" Arc Definition 14.63 , 0+23.19 1+08.92 1+68.92 2+70.77 3+16.15 0.00468 0.00558 S50001'37"W 0.00728 7883.75506 7884.23792 7887.05788 7827.09034 7823.74014 7869.12868 313.92 (316.15) 1/43117 1/67116 1/56263 6020.69 SQ FT 0.138 ACRES Easting Elevation 5383.69577 5398.69528 5383.57829 5398.20342 5483.88703 5485.86064 5384.06575 5383.70134 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 2 Point Number Bearing Description Distance 233 N88°06'54"E 232 SOl°53'06"E 238 S88°06'54"W 239 NOOo27'36"W 233 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 101.85 54.00 103.19 54.02 Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 1+01.85 1+55.85 2+59.04 3+13.06 0.00340 0.00328 S43°56'26"W 0.00473 Northing 7823.73843 7827.08864 7773.11786 7769.72358 7823.74184 313.06 (313.06) 1/66238 1/91990 1/95456 5536.19 SQ FT 0.127 ACRES Easting Elevation 5384.06018 5485.85507 5487.63132 5384.49716 5384.06346 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 3 Point Number Bearing Description Distance 239 N88°06'54"E 238 SOI°53'06"E 244 S88°06'54"W 241 NOOo27'36"W 239 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 103.19 66.39 104.84 66.41 Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 1+03.19 1+69.58 2+74.43 3+40.84 -0.00049 0.00153 N72°15'OI"W 0.00160 Northing 7769.72347 7773.11775 7706.76368 7703.31512 7769.72298 340.83 (340.84) 1/2l2735 1/697816 1/223368 6905.84 SQ FT 0.159 ACRES Easting Elevation 5384.49388 5487.62804 5489.81184 5385.02858 5384.49541 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 4 Point Number Bearing Description Distance 242 -N88°06'54"E 244 N01°53'06"W 245 N88°06'54"E 246 SOl°53'06"E 247 S18°51'52"E 248 S88°10'05"W 243 NOOo27'40"W 242 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 11.18 13.00 28.47 27.10 104.58 73.03 114.09 Error of closure in latitude Error of closure in departure Area Area , , , , , , , Sta 0+00.00 0+11.18 0+24.18 0+52.65 0+79.75 1+84.33 2+57.36 3+71.45 0.00093 -0.00463 S78°38'33"E 0.00472 Northing 7706.39575 7706.76350 7719.75647 7720.69295 7693.60761 7594.64500 7592.31038 7706.39668 371. 45 (371. 45) 1/78666 1/399459 1/80237 6582.23 SQ FT 0.151 ACRES Easting Elevation 5478.63642 5489.81037 5489.38275 5517.83735 5518.72876 5552.54264 5479.54996 5478.63179 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 5 Point Number Bearing Description Distance 246 N88°06'54"E 227 SOl°53'06"E 228 S46°30'19"E 249 SOOo32'07"E 215 S88°10'05"W 248 N18°51'52"W 247 N01°53'06"W 246 Closing latitude Closing departure Closing bearing Closing distance N1/2 Total traverse length Total error of closure 32.53 26.00 123.02 13.64 88.08 104.58 27.10 Error of closure in latitude Error of closure in departure Area Area , , , , , , , Sta 0+00.00 0+32.53 0+58.53 1+81. 55 1+95.19 2+83.27 3+87.85 4+14.95 0.00373 -0.00186 S26°30'46"E 0.00417 Northing 7720.69305 7721.76308 7695.77715 7611.10399 7597.46459 7594.64884 7693.61145 7720.69679 414.95 (414.95) 1/99458 1/111147 1/222803 7563.94 SQ FT 0.174 ACRES Easting Elevation 5517.84230 5550.35470 5551.20993 5640.45328 5640.58071 5552.54573 5518.73185 5517.84044 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 6 Point Number Bearing Description Distance 227 N88°06'54"E 240 SOOo32'07"E 249 N46°30'19"W 228 NOl°53'06"W 227 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 89.09 113.59 123.02 26.00 Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 0+89.09 2+02.68 3+25.70 3+51. 70 0.00453 0.00439 S44°04'19"W 0.00631 Northing 7721.76304 7724.69352 7611.10848 7695.78164 7721. 76757 351. 70 (351. 70) 1/55768 1/77622 1/80178 6181.80 SQ FT 0.142 ACRES Easting Elevation 5550.35470 5639.39649 5640.45767 5551.21432 5550.35908 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 7 Point Number Bearing Description Distance 236 N88°06'54"E 237 SOOo32'07"E 240 S88°06'54"W 245 N01°53'06"W 236 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 152.23 90.95 150.09 90.92 Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 1+52.23 2+43.17 3+93.26 4+84.18 -0.00484 -0.00216 N24°04'18"E 0.00530 Northing 7810.62742 7815.63480 7724.68877 7719.75178 7810.62258 484.19 (484.18) 1/91355 1/100056 1/223976 13743.22 SQ FT 0.316 ACRES Easting Elevation 5486.39715 5638.54477 5639.39445 5489.38567 5486.39499 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 8 Point Number Bearing Description Distance 231 N88°06'54"E 234 SOl°12'35"E 235 S88°06'54"W 236 N01°53'06"W 231 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 66.96 76.48 66.06 76.47 Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 0+66.96 1+43.44 2+09.50 2+85.97 -0.00473 -0.00120 N14°16'36"E 0.00488 Northing 7887.05604 7889.25859 7812.79564 7810.62269 7887.05131 285.97 (285.97) 1/58585 1/60452 1/237567 5086.19 SQ FT 0.117 ACRES Easting Elevation 5483.88189 5550.80566 5552.42031 5486.39605 5483.88069 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 9 Point Number Bearing Description Distance 234 N88°06'54"E 87.07 211 NE Lot 294 SOOo32'07"E 237 S88°06'54"W 235 N01°12'35"W 234 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 76.49 86.17 76.48 Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 0+87.07 1+63.56 2+49.72 3+26.20 0.00590 -0.00055 S05°20'28"E 0.00592 Northing 7889.25859 7892.12263 7815.63597 7812.80154 7889.26449 326.21 (326.20) 1/55087 1/55327 1/591788 6623.59 SQ FT 0.152 ACRES Easting Elevation 5550.80854 5637.83143 5638.54601 5552.42264 5550.80799 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT CLOSURE REPORT PROJECT: G:\2331\2331.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Storm Drainage Tract Point Number Bearing Description Distance 241 N88°06'54"E 242 S00027' 40"E 243 S88°10'05"W 214 N00027' 36"W 241 Closing latitude Closing departure Closing bearing Closing distance N1/2 Total traverse length Total error of closure 93.66 114.09 93.66 114.00 Error of closure in latitude Error of closure in departure Area Area , , , , Sta 0+00.00 0+93.66 2+07.75 3+01. 41 4+15.41 -0.00330 0.00012 N02°07'30"W 0.00330 Northing 7703.31508 7706.39588 7592.30958 7589.31545 7703.31178 415.41 (415.41) 1/125935 1/126022 1/3396449 10678.21 SQ FT 0.245 ACRES Easting Elevation 5385.02710 5478.63641 5479.55459 5385.94246 5385.02722 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Wednesday, December 01, 2004 9:46:56 AM NEW PROJECT PROJECT: G:\2331\2331.pro CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Dedicated Area Point Number Bearing Description Distance 205 Block corner N88°06'54"E 14.63 ' 218 Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 216 N00027'36"W 14.63 ' 205 Block corner Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area Sta Northing 0+00.00 7883.75506 0+14.63 7884.23629 7869.24441 217 15.00 ' 88°34'30" Left 23.19 ' S43°49'39"W 20.95 ' 4.26 ' 5.95 ' 381°58'19" Arc Definition 14.63 ' 0+37.82 0+52.45 -0.00315 -0.00303 N43°49'39"E 0.00437 7883.75506 7869.12237 7883.75190 50.21 (52.45) 1/11482 1/15916 1/16581 45.56 SQ FT 0.001 ACRES Easting Elevation 5383.57829 5398.20037 5398.69377 5383.57829 5383.69272 5383.57526 TO. Centre Pointe Surveying, Inc. 33701 9th Ave. South 215 Columbia Street Seattle, Washington 98104 Federal Way, Wash. 98003 Attn: Steve Ref.# J & M Development SUPPLEMENTAL REPORT # 1 PNWT Order Number: 552525 • A Full Update of the Short Plat Certificate from Nov~er 7, 2003 through January 25,2005 at 8:00 a.m. has disclosed the following: The following has been added as paragraph 3: 3.GENERAL AND SPECIAL TAXES AND CHARGES: PAYABLE ON FEBRUARY 15th: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: 2005 334390-3600-09 2100 CURRENT ASSESSED VALUE: Land: $194, 000.00 GENERAL TAXES: SPECIAL DISTRICT: Improvements: $430,000.00 AMOUNT BILLED $7,404.86 $1.68 $5.00 NOTS: Said amount has not yet been certified by the Xing County Assessor and is subject to possible change. • There has been no change in the title to the property covered by this order since November 7,2003, EXCEPT the matters noted hereinabove. Dated as of January 29, 2005 at 8:00 a.m. xx PACIFIC NORTHWEST TITLE COMPANY By. Mike Sharkey Title Officer Phone Number. 206-343-1327 PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Mike Sharkey (mikesharkey@pnwt.cam) Title Officer, Curtis Goodman (curtisgoodman@pnwt.cam) Title Technician, Annette Strate (annettestrate@pnwt.com) Unit No. 12 FAX No. (206)343-1330 Telephone Number (206)343-1327 Daley Morrow Poblete Title Order No. 552525 CERTIFICATE FOR FILING PROPOSED PLAT 726 Auburn Way North Auburn, Washington 98002 Attention: Sean Your Ref.: 03255 GENTLEMEN: SHORT PLAT CERTIFICATE SCHEDULE A In the matter of the plat submitted for ~our approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: ROBERT H. BARTELL and ALINA M. BARTELL, husband and wife, and URSZULA NARKIEWICZ, as her separate estate SUBJECT TO THE FOLLOWING EXCEPTIONS. As on Schedule B, attached hereto. CHARGE: TAX: $200.00 $ 17.60 TOTAL CHARGE: $217.60 RECORDS EXAMINED TO: November 7, 2003 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. Mike Sharkey Senior Title Officer Unit No. 12 SHORT PLAT CERTIFICATE SCHEDULE A Page 2 Order No. 552525 The land referred to in this report is situated in the State of Washington, and described as follows: The north one-half of Tract 294 of C.D. Hillman's Lake Washington Garden of Eden Division No.4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King county, Washington. END OF SCHEDULE A GENERAL EXCEPTIONS: SHORT PLAT CERTIFICATE Schedule B Order No. 552525 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspect.ion of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or 'construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. ' ... ~'.' SPECIAL EXCEPTIONS: SHORT PLAT CERTIFICATE SCHEDULE B Page 2 Order No. 552525 1. NOTICE OF SEWER AND/OR WATER CONNECTION CHARGE: GIVEN BY: RECORDED: RECORDING NUMBER: The City Council of the City of Renton September 2, 1992 9209021077 2 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: Robert H. Bartell & Alina M. Bartell, husband & wife & Urszula Narkiewicz, an unmarried woman old Republic Title, Ltd FT Mortgage Companies d/b/a Carl I. Brown Mortgage $320,000.00 April 15, 1998 April 23, 1998 9804231047 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. ASSIGNMENT OF SAID DEED OF TRUST, BY SUCCESSIVE ASSIGNMENTS: ASSIGNEE: RECORDED: RECORDING NUMBER: ....•. : Norwest Bank Minnesota. National Association. as Trustee for the Registered ho1iders from time to time of First Mortgage Loan Trust 1998-B, Mortgage pass-through certification Series 1998-B september 7. 1999 19990907000107 (continued) Order No. 552525 SHORT PLAT CERTIFlCATB SCHEDULE B Page 3 NOTE 1: GENERAL AND SPECIAL TAXBS AND CHARGES, PAID IN FULL: YEAR. TAX ACCOUNT NOXBBR. LEVY CODB CURRENT ASSESSBD VALUE: 2003 334390-3600-09 2100 Land: $180,000.00 Improvements:$305,OOO.00 GENERAL TAXES: $5,385.18 SPECIAL DISTRICT: $1.68 $5.00 TOTAL BXLLBD. $5,391.86 PAXD, $5,391.86 END OF SCHEDULE B ,~ .. '. CHECKLIST Order Number: 55".25:.6 Unit Number: /2 1:JVesting Qaddvel? I g]lega! description ___ (2)physical exceptions ___ Drace of plat ___ Driver/tidelshorelands __ DGem(geml)/Equity(eql) ___ Dsfe (sfet) 3 paragraphs ___ 0 HOA sfe2lsfe3 1\ Monetazy: /J () '"" :fSItaxes ___ Dexemptions ___ Dassessments _.,.--_Dln181ien 1 / J? ODTIMTG V' ~" ___ OContracts ___ OOther ONone __ DA&R General Index: DSeller DPurchaser DBeneficiarylMtgee DOther ___ DRTI Old affidavits (1 G) ___ DHomestead ___ DMarital Status ___ DMobile Home ___ DExcise Tax ___ DTrust ___ OCorporationiPartnership Alta(extended) Coverage) ___ DInspect ~Clear ___ DSurvey(s) DNA Notes: DmrlO (LOC) / -Bus (taxes PIF) Dnol (100.29, C&M) On02 (address) Dn03 OR sfe4 (alta clear) Dn04 (8.1, environment) Daos (no derogatory) Dn06 (homeowners) Dn07 (legal by address) Dno 1 Olfor commitment . . Vesting Recording # ~ 511 JD~~ /1~ f){.)PO f ~S- ] Maps gJCross Streets !:6JLot Dimensions I?JAccess Rating DGSRlCommercial DEasement Charge DAddit. Parcel Charge COMMENTS: EXAMINER: Jeff Meyer{JXM) C.D. Hillman's Lake Washinqton Garden of Eden Division No. 4 Vol. 11 Pg. 82 I; N .... 1M 11.1 :> c( i= m o ... NE2411l Sf t.68 AC 3IIIlO 3810550" 3eOI ~------------------------~~ 353DS SF ... ... .... I.Dt AC ;naG J8QZ t .67 AC ______ ~4.;.2.I._---____ __L __ , ______________ 31I2~_..( PACIFIC NORTHWEST TITLE Order No. 552525 Company of Washington. Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. . ...... . N t '" Jl I PUedfCII ............ oI OLD IIKrUILIC TI'ELE. LtD. TITLE OBDIDl ,81Z04 WHEN Rl!CORDBD MAIL TO: Name lOUD' B. UIDLL 1uldlw172.5 R .8. 24TH StIlDT alY ancI Sial. III!II'IUR, VA. 98055 Quit Claim Deed .~:., .. ··.·ll ~ 1HB GRANTOR_.....,AL~DL\=!!" .... ~IIAUZLL===, ~A:...!:"A=R='~JJ!!!=..:IDWI==I...;VIIO=:....::ACgUIJED===-~TI'ILI!~=A8= ___ _ g ______________ ~AL~DL\~.~A=n~r~mn~cz~ ________________________________ _ ~ Cor lAd I. ca ... Id .... aa or tDVII AIID Anl!Cl'IOII BDSBARD AIID VIR ~ calM)' IDII qull claim io lOBar a. BApI!LL AIID AlJJIA. II. BAIIDLL. !! Ibe rouowlDi d .... rIbtd IMI ....... I ..... d III tho ~ or __ .....!taIIC=:.... _____________ --' II! Slate or WasIIIIIgton. togcIbcr wllb AD II1I:r dUD DC 1PM\"f(1) thotel", ~ II) n I7l o o fg 'IIIB SOlID OIlB-BALl' OF DACr Z,., C.D. BIJ.UWI·S LAD VASIIlJIGlOII GAJDBII OF _ DI9ZSIOll 10. 4, ACCIIDIJIi: '10 til! rLAT 'rBIIlI!Or mroolDlD UI 10LIIII 11 01' PL&rS, PADE 82. DOOBDS OF UJlG COlJll1T, VASIIIIIGlUII. o :n en HEIDI MACDONALD NOTARY PUBLIC STATE OF WASHINGTON My Comm. Elp. July 07. 1999 Dlltd lilts _~1.:21'B~ __ 41J or .J1I1III .19~ ~ STATE OF W.A5HINGTON COWU10f JtDIC I fu. I ----------------------~) 5TATE OF WASlUHGTOH ~or ________________ ___ I ~ ... I ~ 1 a:IllfJ l1li1 I _ or blvc utlsfaClory C'tIdoacc tIIIt ___ 1 CICI1IC, tbal 1_ or bloc IIt1a1ictOfJ ....,..,.. tIIot __ _ s "JU 11 I6R1'!LL l is tbo (ICIIOII wbo ..,....1041 beCo", _ IDII uId pollOI Is Il1o pcaoa wbo ......... W......... IIId old pc_ "1aIDwtccItI" 11111 SIll! _Ic>dpd tbal....,.._.....,,......., __ ------ Ilgncd tho I~ IIId ......... Iodpd 1110 be ~ IIpd tbo IOI~ .a _ ltat&d IbII e ~CJoo ond wlOlllLU)' act or luoll WIS 1\IIborIr.cd to._ tho __ II1II aad .. tomwlect .... 11 S (or .. IIIDII~ ~ 1IIa..."...-IS tho 0' ______ ....,... a Dalect • ., ~ be Il1o rna aad ... IUII,.., ICI or ...... pI/I)' tor tho .,.. ..: f -........... IIIIIIIIIaDod III tbo IIIIIrI=aIL 8 gIRl MAC!!9!l!.J.II :!! "....,h ..... :::'"~ .. W~ ~ roaldln& "' ~.y~ ~ ; My oppokltmc;lOspI...J' 2-" -2(". ORlL 12/l.PB 1% DIIDd __________________________ ___ """7hW ............ _"W~ . rald1ag at _____________________ _ Myl~m~A¥~ __________________ __ :~: Co'!'." ::.~. ' . .. ". . "') ..... , . .' . :1.:';" . ) •• ...::. .JJ •• (., .. ,./".J ...• , ...... 'of'!,' a a . g . · . Fdcd l.t R ..... d II ROQ"OIt aI: Norv •• t !.crow Company. Inc .. · AFreR RECORDING MAIL TO: ALIH" JlAIIJ(IEVICZ Name Addt ... 172J HOIIlIIl!AST 24nt BY. Cily,StIll_ZIp a£IITOH. 1/" 91055 d Statutory Warranty Deed 0 nlE GItAIITOR DOaOTHY IfADlSOII ..... o Acquired cltle •• 0/1 00.. A Widow Dn He y 110.1983 and at a 11 tiaras linea !:I r.r .... 4 '" ... ..w .... lioa or TEll DOLI.ARS AND Otlll!a COOD AND VAWABLE CDIISIDBIlATIOII 1-r-D. 1-labudpAlct.cao.,..udwur.nlsloALIJt~ NAUl£"ICZ •• -1h11. ,el'.on, aDd uasZULA twiIEV1CZ.. ~ M .ln810 per .. n w IJ' ~ IhorOU."""doaulbed, .... CllII .. lltuated.lII.c-ly.r KlJIC • SlAICoI'W .... laa!oa: I ntE 1I01lTH OIIl!-IIALF OP rBAcr 294 op· C.D. HIUJWI'S UIKE VASHIIICmlJI CARDEN OF IDEN DIVISION ~ 110. 4; 4CCORJIrllO TO mE PlAT fHJ!JlEOF RECORDED 111 VOWII£ 11 or PlATS, 'AGE 12. RECORDS OF ~ KING COIJIIIY. IlASHlttaTDH. --2:1~ubJOOC to: "r5I ~ •• IHAt •• a •• tr1c~lol111 • Covenanc:. and I.~ ~bL. raEorence .. do & p.reof heref.n ~~ ~:1 I~'~ L 8y CODclltio ... ottachacl horoto .. EehlblC -A" oDel by STATEOP Cu •• lyor -'I/::;a""""'b"'Ln"'s"'t;::o .. n _____ I ~, ,SS: Kin" 'oo,llfylhal 'bow or h ... lllbr.dury cWcIcnco .hol ,.:Do:=lro~th~Y~Ha:;;cI~I::.:;o!ln-.,.....==,--=====~ ..ll.-..... pc.... wIIo .p.,...ed batOR! me, .. d .. Id pc""" ........... cdpllhoc ...IbI-4>ccllhis iaslrunl.alaad acbowlcclp 1110 bo bor flee """ lllluntuy .. (",.110 _ .... purpoocs O\C1\IIoocd In dais bostrv_. Daled: !lOY_bar llcb, 1991 RaIdias II Una Councy My oppolat_ CIIpirc&: ~0~1:L/f.j22!J{:.!9::.4 ______ _ '01· ., ! I I f ! i I I , 1 ., I : J 1 f \...._~G~ ____________ :.::;.~ . ....; _____ -'!::-.. _. -.. --_""_-... ~ .... ",' "-"':"''-... -.. ··· .. · ..... 7:;.· .. ~ ... ..-.... -.... '".~~ o • o • . " EXHlon "A" AClltESMENt FOR SEWER CONNECTION S!m.V1CES AND THE nmMs AND CONolnONS' 'THEREOf:. . . Belween: ' '.' Tha Clly or Rentop Alld: Properly ownefl Recorded: September 2, 1991 Recoldlng No.: 9209021077 .. _r ..... ------.-..-:----:---:-:;::----~,....,.,.--:--,.,-""..-. . ~ \., __ " ____ ._" .-;...;;--::2:;..,; .-....;;.-.,;..'. ~'_<~ii .. _:·,,_o'.;.::i~~J~l·:~~~, .-~ __ '-: .. -: ~;~ .• _ q . 1\'1 lEN R£CDRDmAm/RHlO: QH\ .. .,IhoCllya..k R .. " •• Ahudd",1 ~ !AJMI:IAftuuaSWUI k~"'I~II.I"'\ vms • • CITY 0, RENTON, WASHINGTON ORDINANCE NO. 4362 AM ORDIIfAMCE 0' ras CIty OF UllroB, IfASHIBaro." BnABLIS8ING AM ASSESSMENT DISTRICT rOR SANITARY BElfER SERVICE IN A POR%ION or THE KENlfJDALE SUS-SASla AIID ESTABLISBIHG THE AKOVRT or THE CHARGE UPON COHBECTIOH ro THE FACILITIES. THE CITY COUNCIL OF THE CITY OF RENTON. WASHINGTON, 00 ORDAIN AS FOLLOIIS: SECTION I. There is hereby created a Sanitary sewer Service Special Assessment District for tha area served by the Neat Kennydale Interceptor io the northeast quadrant of the City of Renton, which area is more particularly described in Exhibit "A" atteched herein. A map of the service area is attached as Exhibit "B". The recording of this document egainst parcels of land within the boundary of the Nest Kennydale Interceptor area ill to provide Not.ification of Potential Assessment and interest chargee. While the aaseS6ments may be paid at any time, the City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilities. SECTION II. Persons connecting to the sanitary sewer facilities in thiR Special Assessment District and which properties have not been charged or assessed with all costs of the West Kennydale Interceptor, as detailed in this ordinance, shall pay In addition to the payment of the connection permit fee and in addition to the special utility connection charge, the followinq additional feeG: A. Per Unit Char!I!!!i (Se& Exhibits "A" and ·S"). New connections at residential dwelling uni t:s ·Dr equivalents shall pay d fee of $S25.00 per dwelling unit. ~i ~ ~ ~ E ~ :t S =I ~ ~ ~ ~ ;: 8 I L • :.:':'":: ;1 == .I ;: 'I => ' => , ... ;~ = :j :::> , .oj . ;:J ::> ,.... ,.... a N a 0' 0 N 0' i' I , • • ORDIBANCE BO. 4362 B, Zonec! Fropt Footaga ClFFI Chargee (See Exhibita "C" and "0") • There is hereby creatad II Bub-district within the West \ Rennydale Interceptor Special Assessment District consisting of properties fronting on the interceptor sewer. The properties to be assessed for zoned front footage and the amount each property is to be assessed is described in Exhibit "C' attached herein. A map identifying the properties within the DUb-district is attached as Exhibit 'D.' The properties located within this sub-district are subject to both charges (Unit and IFF), SECTION III. In addition to the aforeatated charges. there sholl be a charge of ten per cent (10\) per annum added to both the Per Unit Charges and Zoned Front Footage Cha.'ges. but in no case shall such added interest charge be in excess of one hundred per cent (100\) of the original aasaasment coot. Interest charges ohould be simple interest and not compound interest. SEC'l'IOH IV. Thio ordinance is effectlve upon its passage. approval. and thirty (3D) days after publication. PASSED BY THE CITY COUNCIL APPROVEO BY THE MAYOR this _1_7..,... __ _ Dato of publication: August 21, 1992'" ORD.251-7/l0/92:as. 2 .......:===_. 1992. City Clerk ~~,;;,:,,:,-__ • 1992. \ 1 I I .. • I I • ~ .~ .0 ... >: .. ... ., > ... -' .. ::> ., ... '" .. ., .. ... => ., l"- I"-0 N 0 S N 11' J o • EXHlDlT'A' \V~T KENNYDAlIl INrERCEPTOR SPECIAJ. ASSESSMENt· D1STIUCT DOUNOAIIY 11.e bnds Includcd wllhln Ihe WCSI Kenn)'lble Inlcra:plor Spec .. 1 A$Scssmenl Disutci boun<bry .re eonlolnc:d wldlln Sections ~ .nd 5, Townshtp 2, NOfth, Rang. 5 J!;ul W.AI. The boun<bry ror Ih. dlslricl" described 11$ rollow", IJeglnnlng 01 Ihe NW com.r or Ihe Urch subdivision AS recordcd In Volume 88 or PI. Is. P'Gc 79 recvrd. of Kine CounlY, Waslllllglon. wllllln Ihe N\V IN or s.ld Scctlon 5; 11.<1."" ..... rty .Iong Ihe north line or .. Id I'bllo Ihe Nil cvmet uf Lot 2; 11",nce sOlllberly .Iong Ihe ",'1 line or LOI 2, .,Id r"l of Urch subdivision .nd lIS souillerly elIlcnslon. 10 on InlerseCllon \Vilh Ihe .0Ulh line nr NE 271h CT. S.ld poinl ollntersecllon .Iso belflll • pall" on lb. nonh U"e or lui 8. ""Id 1'1>1; ·Illen •• west .Ion/: d,e nonh Une or LOI' BID Ih. NW corner Iherrol; 1111:ncc: _"oUlh alon): the: ,,'est line of Lot 8 (0 .h~ SW comer 'hereof: 11,ence casl .Ionglhe south IInc DC Lot 810 Ihe SE comcr IhereoC. Saki SE comer "'0 being n pOinl on Ihe \\'C,I rlghlo()r'W3Y n .. rgln ol}ona Av. Nil; 11lC:ncc ""'letIT .Iong d •• C05lcrly eXI.o.<lon or Ihe soulh line or LoI 8, 10 • pohU of Inl .... ectlon whh Ih. 0'" rlgl" ... I·"",y morglll of Jones A,.., NE. wllhln Ihe NE 1/" of SOlid Sec. inn 5i 11.cllce nord, .Iong .. Id ri(\hlo()r.w.y m:ugln 10 Ih. N\V conlcr 01 Tn.1 2n. C,O. IIlIIn13n', I"'ke Washington Gorden of IWen. OJ''. No.4 .s recorded In Volun.c I I DC I'~'I" p:lgc 112 rccord, or Klllg COUnI)'. W.shlnglon: 11.cnco: N. 89' ·U' 59' E. aillfllllho: nOrlh IIno: of Tnck 277. $Oid nOrlb line olso being lhe lIunh line or Lol I •• s e51.hllsl.c:d by LLA BDI0-8S. be.rlnG King Counly recording 118;10189001 •• " .. unce: of9U n.,lo Ihe NE comcrols.ld Loll. TI"'ncc S.OO' l\' ·15' W. alnnglhc ••• 1 line of .. ,ld Lol I •• "ISIona: 01117.28 fl., 10 lhe 51! comer Ihereuf; 111ell(c N. 89' 52' I~' W. alonilihe soulll lin., of s.ld Lol I, • dlsl.nce 01 69.B5 fl., 10 1he beGinning or :I c:un'l:' 10 lhe rlghl b:avlng:a r:ulius or 20 It.; 11.cncc along ui" clIn'" .mluld soull. 101 IInc. Ihrough" cenlt:lI.IIg1. of9O' 25' 58" an .re lenglh 001.57 fl. 10. polnl on Ih., COS! rillhl-oC·w.y line of Jones Avc NE; ·".enee 5.00' .U· ·15' \V. olonGlhe: casl righl-of.waylln. ol}oncs Ave NE," disl:1nec or 90 (1 •• 10 Ihe bq:/nnlnK of. curve: 10 tI •• rlGhl h .. · .. ~Il" radius of20 Cl.; .... K"I IJ:'.\M IJI~I: "~1I1Ib a - I I 1 '( ~ " ! ., :j .( :I ;1 ,I .. ~ , .' D_ !:" ~ , Q ! ... :z: >-... <> >-.... ... CAM SEI.DEN S 2301 N ABEI\DE!N o • WEST K'ENHYOALE SPECIALASs.ESSMEHT DOSTlVer AOU.OF PAFICU$ WITHIN DISTRICT RENTON Wit 8805e·2121 ~53 LQT-2UIIlOCK· HIWIAt;S LIC WN ONUIEN OF EllEN "S 231.75 FT HlWlAHS LIC WN GARDEN OF EDEN ' .. 5231.75FT KCT .. 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OF PARCELS WlTItN DISTRICT 716 SAMPLES CHESTER.III' II JANE liZ' HE CAMAS AVE RENTON WA ta056-2J02 KC T .. """.: 1521<0·0050·01 277 WOSlClAJ( RONALD P' ZCIIA L I'" HE CAIIAUve RENTON WA llI05G·mz 27. STROMBERG VERNON R F0I7S 11133 NECAIIAS AVE REHTON WA 110511-7102 KCT .. AcdI: 852s.o.oo1o-03 279 SIROMBERG VERNON R FOlTS 183) HE CAllAS AVE RENTON WA 11056-2702 280 FRAHCESCHINA EOWARO 1216 1101 HE CAllAS AVE RENTON WA 1JIQS6.27Dl IfC T .. Aectl; gS2640.OD5IO.QII I DE8't~IOH: LOH BLOCK. & WOODlAND TERRACE ADD LOT a TGW"'" TA 2211 CD HUJlANS LAKE WASH CWI WOOOlAHO TEIIlI.\CE ADD LOT I TGW POR til 228 CD ItWWIS LAKE WASH CIAROEN 01' EDEN OIV NO. AS FOLD BEQ MOST SELY COfI LOT' WOOIlIANOTEAAACE ADDTH S ALa E LN til zaUFf nlW PLTS LN so IDT 5 TAPONA LNWCI< I B PLT£LN Tft 228' 3S Ff SOl' SWCDA LOT 5TH N LOT .. SLOCK· WOOOL.IJjD TEAAACEADO WOOIItAND TERRACI! ADD LOH BLOCK· WCCIOlAHD TEAIIACeAOO WOODLAND TERRACE ADO LOT .. BLOCK· WOODW<D lERRACll ADD WOODLANO TERRACE ADO LOT., BLOCK-WQOOI.AND TERRACE ADO WOODLAND TEI1AACE ADO \ 1 I • RcU&l1lTo: " MOaTGaID coaDAJlI .. D'.'1. CUlL X ... __ nao. una IIOIm!W BY, IVID 11-100 IIn.LIVVI, WI. ,.OOS • - , ....... 100. ............. __ .......... , Full Jc&aI dcocripdoD IocIIOd an pop 7' ..... 0\_'nII ............ ··D ... ' c.-, 0007144171 q t;Jt, DEED OF TRUST 0:0'10' V \ • FILED ATTHE P.EC:JEST OF 01.0 REf"Jl:t.C. TIl LE. LTD. 1;'o~J.r~.Of.J:.:re.r~"'*"'-iiamllk ... UUL1S,Utl ALDQ. II. JlAR'l'8Lt., au.auID .. wrrs, .. uaJlVLl IIAII&"EDICS, .. ...a.aum WOM&II ("Borrowa"j.1bc ........ ;. oU) UJUIIL%C TrI'IdI, LTD • .... idr is crrplizal IIId cablimr _ "'" .... 01 na .-rl.n o. IWIIU oddIca is 2115 _ I."., 1ft uee. _ Clft," .UOI /"LfIIIIoI"). IIcIa.-_ Loader .. pIor:IpoI .l1li of TIlDa IIUIIDNID TIIDft' 21100_ .. 00/100 DoIIIn(tl.s.. 120,000.00 ~ WAIHINGTON-8IngIe FIOIIIy·fNNAlAtUIC UNIFORII'NlTRUIIIJIT ,., ....... CI\.fRIWAII110" ._"'e:;' _ A~ ,/ P •••• ot. ,~ ... ~,. ~I'J 'Y //.'1-; I",,"'~ vu, """TOAO& FORYS· _IU'·UI' IIIIIIII ..... '.' • r • • Thb debt b •• idcncod by _., ...... _ .... _ do ..... dill SC<uriIy""""""" rNolo") • .. hid! _idea rOf mo,"hly pay_ willi !he rou ddI\ if nat poid aoIia". .... ond payable ... IlAY 1. aon .ThilSoaIIiIyI ___ DI..aIdcr.(.)Ihe_1 oClhedcbl_ b, \he W .... willi ....... oII ........ C& ......... tad~OCIheN.=(b) .... pa, .. a" oC tll_ .......... lib ioIaaI, teI_ uadcr pontIJ>IIII7 \II.,.-Ihe -iIr ollhlt blril, 11UINI1IaI~ and (e) !he pcdormnc or Bonu_'s ........... and .,.,.......... ...... 011 ScauiIy IIIIInmICftI and .... Nolo. For "'Is JIUI1ID'I'. _ _., ...... ond .... "'YI .. T........ in ....... .,lIb po .... of ......... rollow"" dcoI:dIcd p1OpU\}' IocaIaI in ~IINOII1'H IWoF OF TRACTCSI m. ~.P. 1I'I~,,:,y~~i_._ .. or ..,ar DmltO_ NO .. " &CX'DI.DI.O '1'0 'I'IIS .I.&T 'I'IID.oI' UCORDIID hi VOLlIIIIII 11 OP PLATS, .,.".111 12. UCOlD. OP IID10 CODll'rlr. IlASRIJIafOII. SJTvua III ma COIJMTY O. IIIIRI, nlln 0' IIl8RIH~OII. •• f 1 j ! j , I "'; • • Bank. leAder shall apply d>o FIIIIds III pay Iho Eom>w I ....... Ltndor may IlOl clwJ. Banowcr for hoIdial'" 'Wlyin,,,,,, Funds. IMUIIIy II1IIrzinllho _* _~ or yai/yin. "'" Extow I ......... lcsIl.o:nIb pay. Bonuwcr In_ ... d>o FW141 and WIkNIo law pmIu LaIdcr 10 ...... such I dwJ .. "0_. l..cllda'may n:quire Bono_ OJ pay I _limo eharp for .. iodcpcAdaII n:aI_ IlIlq1011ina IUYioo used by t.:Ddct In canneelion willi !lib lola. unksl ~ law JIIOYidca 0IIIcnrisc. Uolta III 11_' Is modo or applicable law n:quloa 10_ 10 be paid. I.aIdcr shall .... be lOIJobaI .. poy _ any InIUCl1 or can>In .. oalho fundi. ___ l.CDdI2 ma, _In _ •• ho_.1hI& ioIaaa _ be paid un Ihc FuadL LaIda' shall Ii .. 10 __ • wltboul dIup. ., ... ua1 accouRIin. of d>o fwllII. ,,"owinl aalias .... dell .. 10 d>o PIlIIIII .... die JIIIIPOIO ror ...... _ dellillII die Funda w .. _ lbe Funds tIC pblsal .. oddilionaJ ""wit, lot III .... -""'" by tIIiI Sa:arIty ~L II tIIo Funds held by I.tII4cr CI<lOIlII tho lllloun" ponnill<d to bo hold by oppIIcablc iIw. l.cIdcr shall account III BonoWeI' lor tbc ClCCU FunUIn ~ wllb tho 1<I\IIu...-of 'PJIIi<ablelaw. It die _t 01 the Funds hd4 by l.aIda'lI .. y ..... io _ ... mciatl to .. ytllo _1_ wllaad .... LaNIor..., 10 lIOIiry JIonowcr In _I. II1d.In such ___ ..,. toLaldcr tho _t -r III .... up the defICiency. B __ mate up tbc defICiency In no _Iban twel •• mondlly paJlllC'lll, 1l1.a1du·. sole diocn:llon. Upon paymcnl in fuD or III ..... ~ by Ihi& s-rity InstrumcIII. Lender shall p_pIty mUDd to DOROwa' lOy Funda held by LaIda'. II. _ JJIIlOlIIIIIII21. Ltndor shall acqulIc .. tdI tbo ~.l.aId<r. prior III the acqulli&ian orlJlc 01 thel'lopcrt,.sballopply ... y F_hdd by LaNIor It 1M timo of quisllion or selcas I Clcdit opiDsI 1M IUIIIJ IOC1IItd by I\IiI Security IDstruaIIIIL 3. AppllaUoa ..... ,.....1&. UIIIoa appIit:abIG law JIIOVIdoo othorwiIt.lII paymoaII.....md by I.aIda' under fUIIII'IIIIs I and 2 _ be appIIod: r .... '" any ~ daIpI duo under 1M Nolo; JOCOnd. lD lIDOu'" JI01IhIo andcr -""" 2; thin!. to iIItaaa due; fOW1ll, II priAcipaI due; UId -. lII ... y .... dIq .. due uoda Iho-' .. Cbarsa; u..... Bonowcr_ pay ill ....... __ dIarJ ... r .... UId impolitiou llllibutlble III Ihc Propcny .... 1dI ... y _ priority 0_ thiI Sncwity ............. oad IrudIoId plJII10IIIJ ... JI1IIIOII ....... If lOy. DQROwcr _ pay""" obtiplaas In ... __ ,...,_ .. JIIftPIIh 2, "" if "'" paid In ..... ........... _ shall pay \ball .. limo dirccIIy 10 tile __ pay ____ shall -"'1 flllDish OJ I..cIIda'III notIoa or ........ to be paid ..... tIIIa JIOIII11IIb.II_ ...... _ pajIIICIIII ditectly. B_ w:.=' r ........ 1..Ddor.-ipll evIdtaI:lq tile JIIJIIICIIII. IIonoMI 1lioii y dQcIIqe .. , IiaI .bid> .... piny 0'" dill Securi" ~ .... 81111OWU: (I).,.,.. In wriIIna 10 tbc par-t ar tho oII\ipIioD -"" IIr tile IitII ill • _lIIZpIIIIle 10 Lcn&:r. (b) ......... In sood faiIb tIIo iaI IIr ... _ ........ ...r-t or tho IiaI ill,1cpI pIIIClodIDp wtUcb In Ibo l.aldor'. opiRio. __ .. ......,t \he...ro.-.t "'die JiaI; 01 (e) ___ rn. .... _ or the lien an ............ _.....,. .. I.onda Illbotdina1in, the .......... s-ity ........... U Looda dell:nninco thai .,y .... of Ihc "-'>' io .... jaQ ... Ben __ IIIain piariIy ..... tills Socurit)' 1 ............ ""'*"-'Ii .. -..... idaIIif'lDa tIIc ... ___ y tholioa"" .... _ or """" or Ihc _ JCI lanII ..... _ IOdayo or Ibo pvq",tIOIica. S. Haoanl .. Propcrt)' 1 ___ shall kcqJ .. ......-.. _ caiotlq ... baaI\cr aocted .. 1bo ~......., ..... Iosa by r .... "-'II _ witIIIn tIM> _"C&IOIIded _" ... an, othet "-dJ. iadsIdiII, IIoods or fIoodiDI. fer .bIeb l.aIdor IIIJuina ............ 'I1IlI ...... IlIaD lie malnralned '" .... _ 1114 r .. tho p:dods _ Lender nquiIa. no _ carrior pnI'Iidioi ... insurMcc ...... be_ by --1OIb,io<l 10 a.-w ........... wIIida 1li0ii ... be --..bly wiIbItdd. II Bonowu WIa 10 ....... _ dcocribod ..... a.-w lIlY. II ~ ....... oI>IIiD _ to pmtcClLcadcr· ... h .. ill the ~ 10 __ witII ......... ,. AII_poIIcIco ............. ...abc ~ .. '-*" and oIutII iIIdudo ...... -... cIaIIso. Loader shall ..... tIIo .... II ....... poIi<iea ... _ .... U Londor n:quln:l, Bomwcr o\IaII prumpIIy live to LaIda' aD ICCCipt or paid .....u-and .--1IDIica. 10 tile eva or Dr, B_ ...... live IJI1IIIIIII DOIioo II> Ihc -...-CIIricr and a.-w.l.cIMb lIlY IIIIb paaI' oIlosa it .......... pnIIIIJlIIy byllomJ_. UnlaJ I.adIIr and BGmJ ___ .... 1D wriIinJ, ...................... bolpJllltlll .. ........ or rcpW or tbo ~ dlnll&od. II Ibo ___ ,. .... it --.unr r .... 1e and ~:MA~I,.~· _oIAIW.lIlI7D11 P_aoll ' ... IN._ • , • - lcodu', .a:uril, is 1I011cPencd. U!be tcaarasIon ... rqJeit is no! CCOIIOIIIkdr leuiblo or l.cndc<', 1IIQIIiI, woulcl be .........,. IIlC ............ pococdo oIIaII be "",1iaI1I> !he ...... ........t b, Ibis Soo:uriI, 1IIsInam<a~ _« nocllm duo. willi III, ..... paid II> B_.1f n_1IaIdana doc 1'rDpcnJ, II" doca IlOl ....... willlin 30 doro allOlla fn>ml.clldcr dill !he ........... canter has orlnlll> IOIIIc a cllilR.1hcn Lond<t mar ""lice. die ........,....-I.cIIdcr l11l)I-\lie pocecds III n:pair .. _!he~, 11"", FI' ..... "",ural '" dill Setwll, I ............ wllelbct ... DOl !ben due. The 3CkII, p:riocI will belin whcA !he noUte is eiYaL u ..... I.cIIdcr ond B._ adIawIse ..... In wri\IaJ. MY eppIi<oIioa eI...,....s. ... plntlptllhaJJ 110 • .. ""d ... JIIS1IIOnI. duo d1III !bY or Iho IIIDIII/II, ...,....,.. Id"c:naI II> ill panaIIj1III 1 ODd 2 01 dIqo !be 1m"",,, or die ~ ... U uncia -"PI> 21 !be PIopaIJ is acquin:d '" Lcad«. _. ri&bt III III, .......... poIicicI and )IftICIlCIII RIIIIIlnI fnIm ~ III .... PrqaIy JIrior II Iho or.qulslliaa oIWI poD III l.aIdI:r SO III ......... r Iho ...... _ br, Ibis Sa:uriIJ I""""" ..... imrnodIIIr!1J1riar III \lie acquisiliao. 6. OtCUpaDrJ. Prescn ...... M •• _n ...... Proloct"'" vi ... ~" D .... _·' Lea_ Appllaltl.Di Lc:ucbDIdJ, 80n0wa IhaJI -uP, ..... bWtI. and .sc Iho PnIpaty II Barrowa'. prindpol rcsi""," "jlllin "'11 days _ I/Ic ucr;uliaol 01 dill 5c<uri'Y Inslnlmall lAd tbaIJ "",tiD ..... occupy die Propa1J IS lion....,', plntl"" ...-far ..... OlIO year aria" Iho cillo eI OCCIIpIIIcy. unJeu I.aIdu od>c:lwise .,""" in wriWI,. wIIidI conscal ... "'" be unlClUDl1lllly wiI1bdd, ... _ ea1l:ll\lOllin, <irtamSIIna:l uiII whicll an: beyond _', """IIDL BarroWII' oIIaII DOl 1bVoy. damop 01 impIIr die Propa\J. allow dlePropcny sodoa:riaaro .......... iI ......... the Prvpaly. a-oIWI be ill dcll.llIl., loddllUC I<IIan ... pro<cIOIIiIl ............ civil II" crimioaI. II beJWI .... in LaIda', Boad llith iudpIIGII could rcsullin lorfcillllC 01 die PropaI, 01 adlawilc IIIIII<riII/y impair the lieD aatad bJ lIIis Sa::urity J_ ... l.aIdI:r', ICCIIriIy inlCRlL B...-mar am: _ • debail and .......... povidod in JIII2IrIPII lB. b, caasin, Ibo "lion .. ....-M .... be dismlsIod willi • JUliRI ~ Ia LaIda· • ...,.s flith daaminllioa. prcdudes lodcillllO or die 8 ........ ', 10_ in die PnJpaIy .. adler __ iopainncnl of !he lira _ bJ lit .. S-"r .............. 1 '" l.oudI:a"', _, ........ _ 1haJJ .... 11:10 dclOOIIIIlIIanD_. cIurina Ibc IDon eppliealioa _ pyo.....,;au, laIsc '" _ 1nf0f1lllli0ll .. _II> Lcadc:r { .. 1oiIod 10 __ Lcndot wi"' .. y __ inI_. inOOOllOCliml willi Ibo _..-bJ IhI ~ JndudiII&, "" ... 1iI1IiIaI1I>.,..,..,.... ...... CIInccnUns _ ..... -..,.ncy 01 sac ,.., •• principal naidaK:c.lf dlis SoauiIr l ...... mcnI Is COl • -Id, __ ._ aamply willi 011l1li _ilia .. 01 !be ...... II Bono_ ""'1 .... , .. _ ....... "DpaIy.Ihe.....,.,1d and"'" rcc tiIlcIlhlllDOl-.o ....... Lendrt_ ID !he """8" in wrian,. 7. rr __ of Lmd ..... Rlcblo .. IN Pro....,y. II B.....-filII .. pafonn !he __ 004 _11_ III I/IIs So<wiIr ~ .. _ ill 1epI"""-' "'"' _ 1Iplf"1CIIIIIJ air-Lada·. Ii"'" iII .... I'Iq>OII' (IU<IIII • ...-. ia -P"'Y • ..-. Ior __ 01 loddloro ex" II> "" ..... laws .. ropIaIIons ........ LcDdct _, 110 ... pi, far _ ir -rID .,..-t!be ...... 01 !h, "-" and 1zAdu·. iii'" in .... I'Iq>OII,. Lcab'. Gana may _ PIJiDI IlIr IWIIl -...d br a );en which ... priority 0_I/l10 SoaartIr __ -">,In _ ..,io._ -,s' r-and coll:rinl'"' .... Property ... _1qIOin. AI-sb ~ may lAke acIiao ...... 11,;. -"PIt " LcDdct doca nul have ID do ID, AA, IIIIOIIIIII disIIanaI b, lAIdct ondI2 dill ......... 7 oIWI boI:aIIo addiIioDII _ of _ ... ""ural bJ shis 5a:uri., .............. U ..... Bonowa and Lendca ..... III ............ of Flr_ ...., ........ I11III _ in __ die daIo of ~ II .... N ... _ I0Il WI",,,,-, wish IaIaat. upoanoli<c 110m LcDdct II> B ........ '"'I ....... plJDIOlIL t. Mart_ 1_ 11 UIIdor IIIIpIinId ....... iAlunncc u • 0IIII4lIiC0I of ......., Iho .... "",URd by Ibia ScauiIy IIu1NmcaI, ~ _ pa.y Ibc JIftIIIiumI """"" III IIIIiIIIIiD .... ......,.,. insur.n:c In cIlO<l. If, I .... , ...,,,,dIe """'PI" iIIIunnco .......... n>qIIiIaI by Leader ...... Of _ 10 be ia erl .... IkJnowU IIhIII pi, .... psanIwm nqajnd III obtain CIIWIIIP 111118III1iaIIy ....... II> die """'PIc iaIunn<c pcYioullr in .a .... II a _ IIIbIIaIIIIIIJ" equI ......... _ II> 8.....-or .... """""" _ pcwiausl, II .a .... Inn .. aI_ IIIOIf&IIO ____ by ~. II .. _1iaI1r equiYa/aII ____ t II ... avaJ/ablo, _ .. .., II> Loador -" :Jr!!; ,MJ J" ~"'. . IN .... ~ /./ ~ '~) cct;.R(WA) (110t, hg.4otl '.' .... 111. , I , I ,.;). :f ·"0-: ... ,--:' • • monlh • sum <qUJI to ••• • .... IfIll.11IIe yarlf ~ insunna: plClllWII _. pIiiI b, B.no_ wb",1hc ;n.unntc< ... .,.1opscd or casal II> be ill cllocLi.aIdorwiUlIICqII, ISO"'" ICIIiIIhc.so Plynx:ft1S u .Iou rcscm: in IiI:u 01 -.... irIsoIuaL UID """"" JllJllDllII1I7 no ...... bo "'Iuiaod ....... option 01 Lmdcr. iI monpp izuunnco.....:tI&C ( .. !be _,8111 lor IIIe period Ibal Lawlor IOIpIIIa) pI1Ividal b,JII iruUIcs ..,.....cd .., ............. -... ._ ond it obIoinod. _ IboIJ JIll .... _ ..... n:qulrod 10 ......... _0 .......... 10 erred, or 10 powldo • Iou .......... 1iI IIIe ''''1''-' for manp,. insurance_in _ willi ... , ___ 0_l0III Lconda or applicable law. ,. Inspt<tloo. laIdcr or iis I&CIII ... y make _ CIIIria IIJIOD II1d IDspoaions 01 III. 1'rq>eIIy. Len"" aIWI ,i.e lIano"a IIOIico II .... Ihac of or prior 10 ... iaspcaioa opociryina _Ie ...... far die itupoclioa. 10. Cood ... uU. •• TIle ..-01 00, __ or claim few Ibmqa. dina or _.-la!. iA conncclion willi My __ or ......... of.., pal oflho 1'rcpcnJ. or for con.e,oncc ill Iicu of condom ....... uc bcnby .... 11111 and lUll be pai41D '-del. I. the ovCl1C 0I ...... 1lIIiII& of dIo 1'ropeII,. dIo ..-_ betppliod III ........ __ .., lIIis Scaarily 1_ ........ or ... , dial ...... wIdI .. , Clcca paid III aun-.ID the ..... 01. pDI1iaI-. 01 IIIe I'I1Ipcny 10 wlIio;b Ihc lair ....... .we 01 1M ~, imJaaIiIIdtr "" ....... IIIIina Is oquUlO or p ..... \haIl1hc ........ 0I1IIe ..... _ b,thIs SocuriI7 InsInaIIIa1I inImodloIcIJ bel ....... \Ik;nJ. ... kss 80n0wu lII4 I.aldcr ........... _ ill wriliol.lIIe ...... __ b)' this Sccurit)o ............ sIIIIl be te<IucaI by IIIe _, 01 tile pnaaIi ... llipfm b, .... follaw", fIxIhIa: (0) tile __ Df ........... ........ immodlaldy belate. 1IkiII,. div_ b)' (h) tbo lair _ ..toc oflbc ~ _, Ware \116 takiDa. Any __ be poillll 1IamJ_. In Ibc _, 01. ponIaI .. .., ofllle I'nIpony lit .taidI .... fair nwkct .we 01 die Prupaty _I, belore die ....... iI loa tboo .... _. ofllle ....... __ immcdlotdy belore tho IIkiIoJ. ....... _ oad 1.oackr otIIerwilo _ Itt Mililc ar _epplicablc law olhcrwisc ...... idcl.1hc ......,.s. shaIJ be oppIiod 10 Ibc ...... __ by this Sa:uriq ___ or _the ..... an: ......... If ... ~ is.........s by __ • or iI • .rw IIOIkcb)'LawIor ID ~ 1baI .............. of I ... III ......... _ or ...... c ..... for dIma&Cf. ~ faiIa 10 Iapaad IOl.coIIi:I' widIla 30 Itop an... IN: _ \116 ._ II &I .... ladet II _ 10 a>IIocIlIId tppIJ Iba ....... _ ill ...,cIon. citIIor ID ~ or rquir 01 !be P\opaI, at ID \he JWIIJ IIItIUDI b)' !his s.curo,. ............. orIIc:IIa or nat thai d .... u ..... Lmdcr IOd IIoI:owa _lac _ iD -s ... , "1'1'-or......-lo III .,.;n.IpoI shaIJ_ ""laid or postpone the due .... or the _, plymeatJ Rlcaed ID it ~ I and :2 or -SO \116 am ..... of JUdI po,-. 11. B-.r Not Rtlalcdl For~ B, IAIuIa Nat. Wah ... ~"""ol"""'" I .. ~ or modincation or __ .11IIe IllllllIIIaInIII by \Ilia SccwiIr ....--_led by LaJdor 10 D, suca:ssor in iD_ of Borrowa _ not __ ID _ tho IiIIIW1r 01 Iho arfPoal ...... or D......-·._ia_~ ...... ""'bo~ID_..-..opInstlll1_ in ......... or_ .... 1<Ad _f .. ~ .. _IIIOdlI"'_oI. __ byUUa Security 1JIIIIWDOlt~, _ of.., _ 11liiio by tile or;p.aJ _ or _'. _ ill in_An, I ......... .., LaIdor in esatUia& IIIJ riaJll at"""", aIIIII .... be. waI_ 01 or..-.... """",iIc of_, ri&bt ar......ty. U. S-ad ......... , JaW UtI IIfttnI ~ CHIpm. 'I1Ic_1IIII ...-or d>ia Scaaity __ ... birtd .... .....,. 1M _ .......... fII ~ II1II Bono_.IU~jcctlDlhopraviliQolof""""11.8"""""''''''''''lIand'''''''''''''''''jalllt''' ... vcnL Any _ wba ........ \lliaScnriCJ .......... , bill doca ........... tho Nato: (a) II ....... this Sa:1IriI1_ .... , III IIIOIIpp.PII1l .... COIIYOJ .... ~ •• __ it dIG~ __ term •• r 11111 s-ity ~ (b) it ... ~, obl/plod III JIll' tile .... _ by IbIa ScaIrity 1_"" (<1_ .... .-and .. y _1Ianvwa..., _ .. allCDd, ~,. _ or ~/i cct. .• R,WAII'70'1 .",," I I .. • • mole. ony ......-...... willi ""lid 10 die ...... 01 "'is SOCIIrity 1 .. 1111_ or die Nolo "iIboul IhII Donowc:r'l CIDIaICII. U. Lou cw,.s. II die Joan IOCIIn>d by IIris s-rily IIIIIIIIIJIaII iI IUbjocI III • "W whlcll _ nwimum ........... 1D41haa law II , ..... y iDlaJRIaI .. ilia Iho inlaa1'" oIhcr ............ _I0Il or 1O ............ _wilblbo .... _dle.....,-liIIIiII,dIaI:(.) .. y_ .... cllqo_be .«1-by dIe_1ICCCa8J 10 _ die m.,o '" Iho pamillOlllilllil; IIId lb) M,""" obady oolloacd I.om Bom>_ wIUdo........, permiaod IimlIa will beRlIIJIdcd '" B......-. Lcadrr..., _III mU:c Ibis JdWld by nducioI .... piaI:ijJIIowed _die _ .. by JJIIklna • _ JIOJlllGllII> _. II. JdUld J<dua:a p;od,,",.dIe """"II1II wW be IaIOd u • paIlII ptqJIJJD<Ill ..-Illy P"fIr-dlllJo ... 1IoJ Iho NOlO. It. _ ""y _10 IIcIr.-_idaI I .. ia IIaII Sa:atIIr __ shall be .i_ h ddlvaInJ it or by IIIIiIInII kb, ,l1li ..... moil .... "IIP_law....-.... of ......... mcdIod. '1110'-_ be diJulod III Iho ",-" Addraa 06., _ldIkaIlIamI_ deli ...... h _ III Lcodct.I\A, _ 10 I...cJIdcr shall be Ji-by nna class IIIIiI 10 ~'. _ ..-bIRin .... WI, ___ I.<uIIoJ dcsi(naIJ:s by -II> ~. /lolly IIIIID poWIaI lor In IhiI SocuriIy "'*"'-._ be -..t ... hawe bcco 8iv ... III Bono_ ... LoDdor wbel an-. pnnoidoI ia 1/" • ..."... IS. Go ...... Uwl -"'11l1li,. 11IiI Socurity ............ _ 110 ...--by IedInI law ... die low oldie jriIIIiaiaa ia wbIch die "'-" Is __ '" .... ...". ilia M,. (IJO¥-or _ of "'iI Scx:urily ~ .. Iho N ... oonl\icawilb ~ ........... __ not.a ... _ pnwisians of "'is S..."uy 1_ ..... taG __ .... be..,co dlect wilhoullho_llil:lin, (llllY1IIon. To IhiI end die p .... _ 0/ dlilSoaIriIy 1NnmcnI .... 1ho NOCIO ... .--II> be"-Ie. 16. B ............ C"". __ be Sivcn .... oonConncd _ 0/ die Nolo ... of Ibis Security IRSIIUmenL 17. Tn"',," 1M ~J .... B_IIdaI_ .. 10 .. ..-. If all .... III' .... 0/ die I'nJpeny or lIlY "'-ill ilb .. 1d or II'IIIIIcmd (or f. baocIldIIiIUaaI ill B ........ Is aoId .. __ ... 80nuwa is noI • .-.I ,.....) widIouI Lcndcr'. prior __ J.adcr.., •• ill ............... lmmaIiIIo pe,-' ill "'" IIIID I11III& ........ by IIIiI SocuriIJ ............. ""-. dlillI(IIiao MIG be...m.aa by I..a!dcr U aatilc iI ptObibilal by fcdcnll&w. of IN dole of IhIa Senril)' rn.u.-t. If 1.CJIdcr coaciZl IbIo apIioD, Lcndc:r IbIII p .. ~ _ 0I1IXIdrnIIoa. '1110 DDIice _ pJOVido. periodal ... 1oa ..... 30 dIy.1nlm die dUo ... _ iI cIcIiwRd ... 1IIIiIod ~ wIIidI ~ mUll JIOJ ID ......... by dlio s-iIJ 1_ II B __ III JIll' lIKe _ .... III die .. .,..... of au,....., I.<uIIoJ nIIJ ........ III, -.. ......-by IhiI Sa:uriIJ -. _ funlltl' aatica 01' dIaad oa Bonowa. ILB_' ••• be .... d_ ... U ___ -.IIIioaI. B....,.. __ Ibo""" II> "' ..... _ .. Ibis s-ilJ __ ""'. m, dIo& prior 10 ""' ..... 01: (a) S do,.. (or ............ period. ~ Itw .., rpodr, b "*--l bcbe tole at die "-".....-III IAJ po_ at .. __ III ... Sa:IriI)' ~~ or (b) -r of • judpcol coCoIcioa IIIIa s-iI)' ........... L n...cao4idoas ... _ Bonvwa: (a) po,. ~III_ wIIidI ...... _lie ......... ... SocIlrilJ ................ taG • if 110 ........... hid ........a; (b) ..... lIlY dol ........ ' ..... CO ....... II .. .-(0)..". all ......... _ .. _. IIIIa SocwiI1 __ iDdudiIII. but noIlilnitod ... -'>Ie 1IUInIaJI' r-..,.. (I)'" __ u ~ IIIIJ' .....tIIr..".... .. ~ """ "'" lieD of dill SoaaII, IJIsIrunad. ........... tlPlI In .... ........." lid ean-'. 0IIII...-10 JIll' die ...... .......,. by'" S«uriIJ _____ oodoanpl. Upaa .--.., _. dill SccuriIy ......-.... dIo obliplioao __ ......, _ ...... tully clfCCltre .. ilao __ .... 0CCIIJTC4.110_ ..... "'bI .. _oba1I_ ..... ' .. ""'CIllo( .......... _ ....... 17. If. SIlt alNoR; cau, •• r Lon SenIar. '1110 Nolo ......... in_III .... ~ ( ............. 1IIiI Sccwil)' I~ IIIIJ' be JDIIl DIIO!If _1iDc:I widIoat prior _III _. A ... .., _II In • cJun&t: in !he CfIIiIr ~ .. "'" "r..-Sc:Mt:a1 ..... mUocU _daly pI7JJICIIII ..... unIIoJdIo N ... _ dill Socuri., InJIIIuIIroL n.n. obo .... ,. ....... _ "-'" or die 1.-. _ .......-III. _ GldIe Nolo. II ...... ia ........ 0 ...... r..-_. _ will be II .... _ ...... of die chonae ia _willa~ 14.vc .... IPJIII<ab/o .... 'I1Io_...w ..... Il10_'''''''''' or I/MI_ !..an SUVI<cr MIl",. oddJaa II> __ " ...... be ....... '1110 _ will lID_on, _ inlOl111llioa"'I .... byflllP_law . ... '"IWAI''''''' ,.,.t'.' . . • r • • \ I ',I ,~'. I & • ',' .' - ---------(Sa/) ------------(Sa/) ---------(Sa/) --.-. ---------(Sa/) ------------~ .-STATlOFWASIIIN~ } .. C_I,at ,\.(., .... ~ _~":.~A~':. ... -="'"". __ A UR. A .,.,lllL\ 1IUDftlC&. ,.. _1m __ ' ....... .- , ... _- I. I, < ... - • I • iii i I i !! I'l00 •• II«4nI A Holum T.: COUllb ..... C....-l ... 201 Allen Rd. Suile 400 AtIanI.I, 0.\ 30)21 1·100-492·1110 AD: Bob Oak .. ...._'''_·.Il00 ASSIGNMENT or DEED or TRUST ror .. I .... oct •• ed .......... I1ilnod I .. "dly ,,..,15 ......... ancIlI1nSr ... \0: tlnIU_N_B_ 10 I s..tII C .... SIIftI Cbrtoa.NCJllJn.01)\ aI' be .. ficial inlctest ...... dWcenal .. UI\!DOF'I1IUSTdIIod " ..... 5.1'" .........t.., lohrIlL ...... '" Alboo M.1IutdI. R ...... " "' ... " u....N-...a. "" OlUDArriedTNSlor. ':;&'10 .... _01 rTMortpp C---. ... CartL ...... ,...,..... Bcn<flcillY. to OLDREI'UIIUC~Lm. (J and monied \WI 't. a l is rtJ In_ No. CJWJj$310'l'h... Tnncee. _____ • Pa&e ____ of Offlclll RKoIds in .... CCOUnl)' lIIccnIor'sOJl\cc 0 KlNG CourIIy. WASRlIICTON • des<riblq load lIIm!n u: ntEIfOIn1IIIAIIOfTll4CTtS,2M,c.D.IIILLMAN'SIAKEWAII\INGTC)I(GUDl!NOF EDDI DlVI5lON NO.4,ACCOIIIJlIIGtonu: ruT nfU£OP UCOJl/lll)IN VOWME 11 0' 1'LAlS. PAGIWIIIJ,UCOIIIISorIINGCOlIHI1'. WASIIDIGTIIN. IImJATE IN T1IE COUNTY Of KING, SlA11I or WASJIINGYOH. T....-wilh .... .-or _lheteIn datribod ... ",faIaIlo.1he _, due 1114 ...... _ clue ~ -illl 'nlC1al. .. d 011 riallll-.utdar to ........... SIid DEED Of TRUST FfM ...... eo. ........ A Ka-aC ......... .... c.rt .......... MorfCOII 8y: 1i~/~ w ..... Holc.mb Alsi_ Vic:. Prco\cIoIll Slate ~n:XM. ec...cr II DALLAS 00 "'is .u.L. doy 01 ... , IN • bef .... me lho 1llldeni1flCd,. NOIIIJ I'IIbIic III"" lor Slid S-.,.......uy....,.tW .. Hole ........ uoallOd .... wl.u.1asInuaonI .. Alsi_ Via Pnsidc .... .,.......u, ........ _ (or .... "" 1O ....... 1hI basis'" IIIIofoc1arJ evidaa) .. be Iho.....-who .... _1ho wilbln ,_ ... bcbIIr "'lhocorpanlialllhadll ......... UII ad:nowled,ed 10 me ..... """ coopondon •• _1hI wllllin """""-........ 10111..,"' ..... . maludon of ill boud of di ........ ~ Lf4~n'~d.~ Nowy Ie U e PI'oTSYHElWAHDEZ NOTARY PUBL'C *-STATE OFTElCAS ..--. ...... ',I ,~'. 25: -, • • ( wilen flw,l!<la:l UIlJ' 10 : PrincipIIl POI1folo SeMcet, Inc. 3631 S. HaIlJor Blvd •• BIe. 200 SanlaAna. CA 112704 ... "m \11.\1.:'.' 11I"'''t.rH ... ''.'I~: 1 ...... '111111 iia'H~' 111:.1. fir'" UaJoa N.tloul 8.,.11 • ellht, illdh .. idu.II~; II "ua,gr b) .C'Icr. or .. luthOl'ltm rrprncatJ.ht. as .hl' calC 1nI, br. "bmc Pl'llu:ip.d place ofbusi""",, I, JUI So C,.lep S.rtet, C.,riotle. N(: JllM.lcdng. hen'lft ~ and Ibmuyh .f ... dld~ .1uthlltllCd omu:n. 1 ... -n:utaRt, called 'mnst"''''f. Itr &tit ('nUIII~ or MtcL.lerd'uqt. Sa. \'" NMh l'unllnl (nr and II " ... ~&kr;nioo .)( II:N ","'U NO 1110 l)(lI.lJ\kS ANn 01lU!K VAl lIAI111', (,ONSlut:KAIIIIK In II In bMd,..KI h~ No",cs. H •• '" fthnn",,'a. Nllio •• 1 AdMl.' ..... u Tru1ter rar Ih .. Me.bleRd baldt" ''''WI UII" I" lime Dr ".,.f Mor'lt. l..o»n Trl.1 '''''8. Mut" ••• '1"".'011)1. (·u'Uiailn. ~,~ 1998-0. tlt;~lq.Ut:, 10'01111.-&1 Ir"',(cn:l". Ill\. ,\:..:\"" .. ul "hKh 1\ herd! OK.i.nn"b."~,",,-la.u, lII.,.J.l) Snlil. Cu .. "".,w. lr.ub(emd. and '\'''t;ncd amfh, d,,:'I: "~h Ja",,":10 Sdl. f ... ""., lfan~( .. ,.,,,, A"'t$n unln Ih.: t'ilU'(C'(C tlw h4.-n:, •• ftd' dNrir-.td .nd.:bl.:.t\~ And ".1n~.rrmr lUr1hrrCi,ant", Sdk. and ('nrn~'untn IhttTln'(cr«, .111th: ripk.lillt, Wlltrnl,.nd It(m v"".:d ", hcW b) lhe' ... n,. .... ,.'" '" thc-hcr"'enali,,, ak"LrJbaJ ~ml b) \111,",' ,II ~d .ncktlk.'.jpn) hnCIn 1.00""")"'" and '\"\I~qcd, ICl IIAVt .,,""., In IInl.l) unlu the .. ,lid Ir ... "h,.,tX. In."(t:lu·" 'UJC'tC~\Of\ OMM! InI,ns lht: (pUem",g dCM:,~d IlIddnalll:\\, .""ocdltl "nh all and ""SUI., the rlllhnun): mtftllt-..d ,k. ........ an, and ..,11 Ildl .. , n~". I!qull ... • •. mnrdiC\,l"l\i'q..", UlW\. and inh . ."·,, in 300 In JaW land, "Iu(h lun"II:I ... hOI .. b} \,rtue Il' bt:lng lL'g:d ludd," und ,*",,1' III \.lId Ind\'fllltdl~, Mil) 1~111 BII;)))jI,\.~.I."~~ .\1'1)) I.AN)) mlsu IlI.S(·HIIUIJ .IS I'M.! (1\,", I tnt' (cn,lIIn rrnmiw ... , nPlt" f\"'"IC''' ~ MJlfIFMT II. RARTt'I.I. A: 0\1.1"''' r.t. RO\RTfl.1 and "",ahle-... Iik-",lit, u' ,..,. MOan;,U;.: (,()~'ANIF.S DlBlA ('AWl_ •• litO"", MUan;4Ca:, Itl I"" ..un. u( \ S-l!O.ooo.lHJ. d"'td .t'15I't1 ,'Inc! hc¥U\C uU",'N """ dw 1M p.I)..Nc m AhiRthl, 1.~lIntrnh .. \ ,.....,~,. fWl.\hkd ~"I nnh: tM: .... , "-,,urN h) S«"nI~ 'n\lrumtnt nrL.'\onl LIalc lhrrC\Aodh &Jul!o ",,, •• Lkd 1ft 1,,'lrunnlll-(tllJf4'SI'I1 UnnL. •• , .I'ol}!",. ___ . __ ' III ahr I'ubl,,: H"""d,,, uf Kill. (·uunl!>. \\,ASItINCiTO."'l. ,un. '''uted b~ Ibe Ill,,, Iht .... ·1n c\prn\t:d (Ill Iht' rllILm'"1: dnt;"bnl kat, 'ra," PI' pollet' u( lind 1)1~ luul hr:iMJt ,.nu ..... " In kinl l"""nl)."~~IIIM;T()~I"~. St:r.ATTAnlF.IILf.C;ALDI:s(·Mll'TlfI~. offl'l"oIfd(. 'f..1N{ 1·".1 ..... ) ,ldIl." ••• Pl~ NOMTI":.~ST l~TlI ~TMF.f.T. MI:NTO!'l. \\A 'll"~ f • • "nl l'nia. ,..1101"1.1 ".a~ ,.it"" iaditutulU, .. ,,,rentar .. ~ mere", or II •• lItIlriad rqtf'cv •••• nC' •• ,. Ille fIlM •• ~ be 11\: ._'rf.rpvr..-. . .e._~_ I.~n. R, IlrcrAn· \'In .... nldrnl ATTEST, , .' • ".. I .. {I T.I .. IIc .. rlct.. . ,u,Ullal ~I'C'I'~ "'. \It U. \UMIIiI UlIIll' \or 01 \1\ fli \111 .... "0' Mr. 'tn Ilk' I 'ttl dn Dr Jul., 1'1". Itet", .. IU&; &;,1IU~ I,~nn it. Un, ••• ad T.I_llcdrk"'. h' 'D~ lnU\,n. "hit ~nll! dul!o ""_am, 41," tk",~.n.j "'~ ..... dl('~ rc".dc.II JUI ~CctllelC' !\Inr'. in '·h.rtDUr. N(' lalA. IholldlC').vt Ibr \·ire rrnhlut and Auk'unl ~RI." ul the t'm. \In.ltn NllklQal U.nk • nlbrr MulhidHU} as .. (ft_, b) -'1lrf. tlr at ,.t_ria" ,eprom •• lh,.. II tbe ratl' fA.~ N tlu "...".".IMMI ~,1ItCd "l .. teI .hl('h cuculcll,I"" rdf('~n ... tn,",",'C"Id Iholl Ih~'~ Lnll\\ 11 ... ·'0(.&.1 .... kud-:'u .... " ..... " ••• hott fh" lroI!oJI "nh~cJll' .... ,d uhINIII"AII\ ",ch i:uq ..... lc ¥.l.llItllli "' ... ,.., .tUh.:J "~ ur"" .. ullbc U"Jrd "" "1' :"-k,,, ,\r wid "I.IIJ'I".III, ... , ,lad IIw, I., .""t\l ~ IWflle~ Ibn""l1 b) IIL.t '''~'''I r-.'----.. -.-__ -.. ---.::BIII~. j I., . - • • • • faa IIOIn'II IIAL •• , ftACTUI au, e.D. BrLUW!" 1oU8 WoUHr_ CWIDIQf O' aD .. Dux.IOI .,.. .,. ACCOaDIIICl TO n. .LA'f TlRaaor •• coaolD IN VOLUIII: 11 O' .... 'f.,. » .. al'a, II, aac:olD. OF InIO COVIITI, lfA •• JWO'rOIl. InvA'I'1 III 'tN. COVII'rW 0' IthIQ, ftA.'r. or WUIID1GT01I . • ••• . __ ." ~~~':1' .. Willi ........ lOT .... ~ '" ... ;r .. ~ .. .. -' ~ a ... x .. o .. ,., 5 " J ..... ..... o N a er-a N iT' o • TI."11tt .Iong HId CUIYe: nnd Ihe: noRberly line: or Lot 2, LLA " 01CHl5, Ihrough a cenlr:1l angle or 89' ,4' OZ' an arc lenglh of '1.26 fl.: TIlCnee: S. 89' 52' U' E. along Ihe north Une: or s:lId Lol Z •• tIlsl,,"ce 0(70.15 fl., 10 Ihe NE corner Ihcreof; 11.enee ~. 00' )3' "5' W .• Iong Ihe ClSI nne: of sold Lol2, a dln .... c:c: or 87.28 rl., 10 the SI! comer Ihereof. S:lld SE corner.1so beb'Il' polnl ollihe suulh line ofTractZ7S sold Pbl of C.D.IIIUm.n's Lake W.shlnClon Gordc:n or Eden, 01 •. No. ,,: TIlenee e25lerly .Ionlllh" SOUlh line of .. ~Id Trael 275 and conllnulng e251erly .Iong Ihe saulh line ofTracl ZSS 10 Ihe: N\V comc:r orTracl2S4, .. ,Id Pbl: Thence soulherly .lang Ihe We", line oCs:dd Tr.lcI 25·110 Ihe north line or the 5 1/4 or ..ldTracl: TI.ence c:o.lerly .long .. 1d nonh Une 10 Ihe wcst line DC Ihc E 70 n. or the S 1/4 oC HId T..,eI25·1: 11.ence soulherly along .:IId We51 Une and ils soulherly eXlension 10 an InlerscCllon wilh Ihe soulh rlghl·or·w.y I~.c: or NE 241h SI: TI.ence \v~"Ic:rly alung Ihe soulh righl ... r·\V.y Une or NE 2·lIh SilO Ihe NI! comet of Trock 262, C.O. Hillm.n's L'kc: W.shlnglun Gorden Dr Eden, 01 •. No.4: 111ellCC soulherl)' alung Ihe <o5IlIlIe or sold Tr.lck 262, 10 Ihe: S£ eome:r Ihe,.or. S:lId 51! comer also beIng Ihe: NW eomc:r ur 1'''''"1 252, C.O. IIillmon'5 Lake W .. hb'J,~on G,rden Dr Eden. DIy. No.4: 11 •• ncc C"JSlcrly .I"nlllho: north line or soid Tr.let 252 10 • 1'0101 or Inlc:rscclian Wllh Ihe n"rtherty ""Ienslun uflhe WC:SI Une oflhe e.51 150 rl. oCs:lldTract 252; TIlenee sOlUhcrl)' olol1g .. 101 northerly exl.nslon and sold Wc:51 Un". 10 a polnl 1 SO rL We51 and 150.6 rl. nonh or Ihe SF. corner or sold Traci 2;2, WIIhln Ihe SI! 1/4 or ",Id Secllon S; 11.encc ,oulh~ .. st"r1y, a dIOl.n"" or 11-1.58 fl .. 10 a polnl 91 (I. north Dnd 90 rl. West o( Ihe Sli ClImer or .. 101 Trac12S2; ·Ille" •• 50ulheaslerly la a polm on Ih. cost line or l'racr 252. WhIch polnl lies 70 fl. nOrlh uf the SF. eom~T uruld l'rael 252: Thence south .Iunll .. III e ... lin" or Tr.ct 252, " disl:mce or 70 fl .. 10 the SE earner thcu"or. 5:l1(j sa: cumc:r dlso bcin!: ;a point of intersection of dM! WC5t righl-ol"·w:lY One ,,( ,\bcrllccl\ Avo:. NE. wllh Ihe nonh rlghl-or·w.y Iinc uf NE 20Ih 51: TIlenec c:o.lcrly .lonl\lh. e:15lerly exl ..... lan or Ihe sowh line orTmcl 252 10 Ihe e,.1 rl/:hl ... (.,..:lY Une IIf Abc:rdeen A,·c:. NE .• nd Ihe SW comet or Tr:lel 24" C.O.llllh".n'. I.:lke W .. hln):lol\ Gordell or F.dcn. DiI·. No. ·1: ..•..... r .. ItC'~ ·I.!·,I&KCIUI:.oA\lllIhh s 1V,7"J! l i j j j i t I. I • 11- I· w :c ... ... o ,.. ... ~ ~I o· w': ~ ... :: ... ::. Q .' ;: I ;' (~ " i r-r-o N o ~ N '" o • Thence naMerty along Ihe WeSl line or .. Itl Tt:1C1 243 10 Ihe NW cam ... Ih .. rear, wilhln Ihe NE 1/4 of •• Id Secllan S. Thence C::Ulorly along Ihe nonh Unes of Trnct. 2~3, 234 and 225, C.O. IIUlman'1 Uke W.shlngtan Cartic'n of Ed.." Dlv. No.4, 10 Ihe NE eo,,",. 01 ",Id TnCl 225. Thence soUlherty .'ong Ihe e:l5lllnc of ",Id Trnct 2.."S,' distance of 30 ft., lolhe NW come. of Lol I. Dlock 2 of Ihe Edendl1le _ubdlvislon as recorded In Volume 60 of !'bts, p.ge 81 records of King Caunly, Washlnglon; Thence e:Ulerly along the nonh /Inc of said Dloek 2 and Its .... Ierly .. "I .. nslan 'elOSS O:I)'Ion Ave. NE 10 Ihe NE comer"r Block I of .. Id Edeod.le subdlYislon. Thonce loulherty along Ihe caSl Une of Aid Ulock I and Ihe WCllerty rlj;I" ... r·w.y Un. of Edmond. Ave. NI! 10 Ihe 51! come. Ihereof, ",lIhln the 51! 1/4 or .. Id Scalon 5. TIlenee nonh",,"erl,· In .n In .. ,,,,,,ellon wllh Ihe N\V com ... or Lot I. \lfock I of Ih .. I1l1ICbnds 1£1 "ddltion subdivIsion al recorded In volunle S·f of Pl.Is. p.ge 26 records of King Counl)·. \V._hlnglon. wllhln Ihe 5\V 1/4 of sold SectIon 4. S.id N\V come. .150 bclng • poInt on Ihc ",,51 rlghl",(.w:>y lint: of Edmandl !t.ve. NE; 'nll'lCC: C"'Jstcrly :lIonN 1he: nonh line of s:lId Pbt 10 the: NE COmer thereof; Thence soulherll' along Ihc c:051 line of •• Id Pblla Ihe SI! co.ner Ihcreaf • 111""<e wcSlcrly alung Ihe sullih line of .. id Pbl .nd Its weslerly cXlcn.lon lu an Inlcl'SCCllon wllh the wcsl rlghl..,f·w.y lIne of Edmonds Ave. NE, wilhln Ihe SI! 1/·' of ",id Secllun S. Said IUlen;cctloll also being 01'01'11 on Ihe "aSl tine ofTt:1el 208. C.D. IllIIm:",', lokc W.ohlnglon Corden of Eden, Diy. No.4. TII""ce south.rly along Ihe ""S( line or .. ,d Tt:ICl 208 :and the wcslerly r1&f\I",f·way line of Edmonds AVI!. NI!. 10 an "'Ic"eellon wllh Ihc north IIl1c ohhc 5 1/4 Ihc .. uC. TIlene. wcslerly .Iong Ihe north line of Ihe 5 1/'1 DC s:titl Trncl 208 10 an Inlersection With Ihe ,,".1 line ofTrneI215.s:ohll'bl; "ICII<e soulh.rl)· .'ont: Ihe <':101 line oCTrncl21510 Ih. SE comer thereof; 111cncc wc .. erlplullt: Ihe solllh linc ufTracI21 S 10 Ihe SW <oroc. thereat: '111<11CC nurtherl .. ~Iunll the weSlerly lin. oCTrsct 21510. poinl which is 3S fl. soulh of Ihc ",uSI soulhe:tllerlr comc. of LUI S, Woodl~nd Tc.t:1ce .. recorded In Volume 71 of 1'1:11 •• p.ge 96 records oC Klnll CounlY. W •• hlnglon. S:lld painl 0110 bclng 91 n. nUM oClhe SE come. orT ... el 226. C.O. Hillm.n's 13e W ... hiRlllon C.rden of Eden. Oh".Nu.4i l11CRce \\'1:SI<:Iy on • line which is p:u:oUcllo anti 35 (I. southerty 0I1h .. south Une of Lol 5 ••• Id Pial 01 Woodbnd Tcr ... cc, 10" line which I. p.nU .. 10 and 101.91 fl. weslerly DUhe L':ISt line of .. Id Tncl 226; .• " .... · PIf;C',\ 91 •. iU.I")(:tA~IUAlh i I I ,. I I ~ n_ I 0::= ~ ... '" ... ... <> >-... ... ~ <> ... ~ ~ ... :::. r-C> r-0 :: C'\J Cl C1' U C'\J t7' o • Thence nonhe,ly along .. kI ""ralld Une " dlst:lnee oC '5 (I. 10 Ihc SW comer or' .. ld LOI 5. S .. d SW comer ,,110 being die SE come, o( Lal6, Pbl 01 Woodbnd Temee: TIlen<'C lYe"erif nlong Ihe IOIIIhedy line of Lal. Ii IIIId 7 10 Ih" SW comer olaJd Pbt. S.ld sW come, II also • point on the C2.SI lin" oC T",et 233, C.D. WUmon'$ lJIlu: Wuhlnglon G.nlen 01 Eden, Dlv. No.4: TIleRee nonherly on Ihe CUI line of said Tr:att 2n 10 • point whleh is 475 ft. soulh of Ihe nonh Une of sold Trott 2'3: TIlencc wesle,ly on a line whleh Is p3rollel to nnd 475 (I. soulh of the north Unc of Trad 2", 10 on IlIleneCllon wllh Ih. C3st rlCIIl-of_, Une ofObine: Ave. NE: l1len"" we.lcrly 10 a point on the we.I rllllll-oC,w:lY line u( DI.lne A~..,. NI!. Sold polnl bd.g 110.96 fl. nonb of the IOllIh line of aid Tnet233: lbenee <ontlnulng westerly on aline p"roUd 10 .nd 110.96 fl. nOrlh oftbe .oulb line oCTr:lct 2~j to" point on Ihe west line oC sold TrocI2U: l1.cnce soulh",ly alonll d.e west hne of Tnel 2U 10 tile 5W eomer IheRoC. Sold SW cumer abo bdnG Ibe Nil ""mer of Tnel 2·15, C.D.lll11mln's Loke W,,"hlnslon Gorden uf Eden, IlII·. No.4: Thence loulherly alonll tile ellSl One oC Tr:lcI 245 10 Ihe 51! com", Ihe .... C. S .. d 51! conler al.o belnllo polnl onlhe norll. rlghl-of,w;lY margin aCNE. 16th 51: 11.c:ncc W< .. lerly alollg said norlh rll:hl ... f· .. o)· m"rgln and Its wcSlerly C:Xlcnsion aeRlSS o\lH:nleen A,·e. Nil '0 an In'<rSCeUon wllh d.e ... 01 rI8h,-of·,.",y Une oC AionlCK'1 Court NI!. :IS Eho\Yn on the: l'br or View Tc:rr'!u:e us rcconh:d In Volume 12 Dr Pbu. ""ce 32 reco,ds 01 Klllg CounlY, Wl$l1lnl:lon; 11.c:nc~ NO' 31' SS' l!:IIonlllho: cosIllIIC of".ld 1'1 .. ,. dl'12nceo(2~7.00 fl., 111L'Oce Nil?' 58' IS' E folluwlns aid I'l:u buundory, , dlsl.,1lCC of Z5.00 fl., 11.cnce NO' }I' 55' 1:., dISl.n<.., oC '46.60 fl., more or less,lo Ihe: NE comer ofs:old l'I:tli 'nlencc S 89' ;\9' ·10' W alonl: lhe nonh Une of lhe Pbl of View Terrocc:. a dlsl.,ncc: of 252.3S it, more or less, 10 lb. NW corner or .. ,Id Pbl: Thene" SO' 'I' 19' W ,long Ih",yell Un. of .. ld .... 1.10 the 5E comefofLal30, I'laI of 11111"1., a' ,ecorded In Voillme II~ of P ..... !"g'" 4·'46 rcconl. oC King CounlY, W:l>hinj:lon; 1',.ne" S 59' "3' 5·1' W "alit: said Lal 30 •• dlsl.nc" of 74 ( •. , morc or leu, 10 on inlcl'KcUon Wilh 1111: C;L'i1 righl-or·\Y:I)' line o(l\tonlcn:y Ave. NEi I".~·I .,1'71'):1: 'J! .. tlUl,l)(II:fA)111t'hll I ~ J ;~ ., 1 i ", D .. ..... ..... e N e S N if' o • l1lenet southweSlerly alO"Slhe soulhwe5lerly e"tenslon of Ihe sou,h lint of said Lot 3D. a dlsunce of 50 fl., more or les •• 10 Ihe: wesl rtghl-of·way line of Monlerey Ave. NE: TI.enee soulherty along Ihe ,VeSI rist"-of·",,,,y Une of Monlerey Ave. Nil 10 a polnl of InlerseeUon wllh Ihe nonh line of Ihe soulh lDD ft of Tnct 265. C.O. 1II1/nun's Lake Washington G.rden of FAcn, Di •• No.4 eXIc:nded t:"JSlerly; TIlenc. S 89' 59' 33' W:IIonS sold easterly exlenslon ""d Ihe nonh line of 1Ile: south 200 fl. of .. Id Tract 265,10 Ihe weslilne of Tract 265: l1lcncc N O· 32' OS· E along 52ld weSI Unc, m dUI.nce of 25.00 fl.; TIlence S 89' S9' 33' W, a dblance: of 252.33 fl., marc or less, 10 Ihe: 5W comer of Lot 3 0( saki fIIe.lePb" l1lcnce: nonhcrly .lonG Ihe IVL'SI Une of said Hlg .. e 1'121 10 Ihe NE comer 0( Lol 9, Crescent View AddlUolI. m. recorded In Volume 97 of PbIS ... age: 49 records of King COllnty. Washlnl\lon. S.,id Nil comer also beinG Ihe: SI! comer of Tmct 285. C.D. IfiUm,n's L,ke Washlnglon GordL'II of !!den. 01 •. No.4: 'Il,enee westerly .Iolllt Ihe sOllth Une of .. Id TracI 285 to Ihe SW conlet Ihereof. S'ld SW eonrcr .Iso belnll Ihe SE e:omet of'l'mct 292. C.D. IIlIIman's Lake \l' •• hlnglon (;.,den ufl!den. I);". No. ·1: l1lence northert,. along Ihe wCSlllne of .. Id TracI 2115 and Ihe =1 line: of said Tnel 2!12. lu Ihe Sf cnmerofLot ·1. aly ofnenton SI' 13()'78. "'.F.' 7807210769. S,1d Pbr being'l'onlon of .aid Traer 292: l1u:ncl." Wl."Jccrly :llonJ: (lu: south lines of lOIS ;1 ;and ·S, $:SId Shorl "bt, Co lhe SW L'On.er uILol 3: 11.ellcc nunbc:rl)' alollg Ihe weslilne of ",Id Lot 3 to the N\V eumer Ibereof. Sold NW eumer .Iso belnll' polnl un Ihe soulh righl-o(·>var Une of NE 20Ih 51.: 11.ellee c"lert,' .Iopg .. Id rltthl-of-woy linc to an Inlenccllon wllh Ihe soulllcrly "xlen.lon of. line wllld.Ues ""l'lllellu .nd I S5 fl. cas, of Ibe wCSl Une of Tmci ~9}. C.D. 11II11I13II's I;d;e WllSblnglon. Gardc:n DC Eden, 01 •. No.4: lllenee nonhL'IIy alung lhe soulberly e:xlenslon of .. Id p.,,>!I .. line, a dls .. ne:" 0( 611 fl .• llIure or ..... 10 a pulnl on Ibe nonb riglll-of.W'~)' line of NE 20lh, which polnl lies 155 fl. ",J51 ufll.c SW cumer of ... ,ld Tmel 29~: Thence euntinuiult lIunberly on .. id p"r:dltlllnc. distance of 120 ft.; ·Il.enee "'cslerl}' 011 • line 120 fl. nonh of nnd pa .. Uc1 10 lIie soulh line: of sal .. Tract 29.i.' dls .. ncc uf 155 fI .• lu, point on Ihe cast rtl\hl-of·\Y:IY Une oCJones Ave. NE: .,"".' rJ~C"' ·,!· ... HN UIN:.t.UlII,.,h us . ~ : j J I ., ~ I. l ,.!::' ; ~ '" ... '" ... .. 0 ,.. .... .... "" '" 0 ... X .... E '" '" r-'" !! r-0 N 0 er-a N \1' o - n.enc:c westerly to :In Intenccllon with the /IOrth Une olth. 5 96.G6 n. oITnct 326, C. D. 1I111m:m'll Garden Dr Ed.n, 01,.. No. , ... recorded In Volume I J 01 PblS, Jl2ge 83 records of KIng County, W:uhInJllon, :15 old north Un. IntcncClS Ihc: wat rfght..,r- \\':If m.rglnolJona A.c. NE, within thcSW J/~ of .. ld Section 5; Thence westerly along the north line of Ihe 5 96.G6 fl. or sold Troct 326, 10 an Intersection wUh the ... terly rlsht-or.WllY line of Slole JUghlVllY J (SR 4OS); Thence northerly .Iong $Old C:l5terly righ,..,r· ... y Une or Sble Highway 1 (SR 4OS) 10 Ihe NW comer or the Urch ,ubellylslon, within the NW 1/4 of laid Sec:don 5. S:ald NW comer.1so being the: polnl of beglnnillg. .. .at-or 6 'l·jM.I)U<:!AlUl/hh 1117"2 I I I. i . l -; , : :: \ ~I ;: 'I' =>. '" .' ~ :~ . ... " o ·i ... ~ w' ~ .. -01 'J' 0 -, f1'oo -, ~ -. '! '" . , ~: . ~; .' r~ . " ,'. ~ " " I o • I I 1- .... ., ~ I :1 ~ .I ~ " => . 0., w 1 :z: .... 0 0-r-... r-=> Cl 0 .,. N : 0 0' , 0 N 11' ,-Il l' . ' ~ . o • ElCHIS.T -Co ZONED FRONT FOOfAilE ASSE .... ENT ROlL WEST KENHYDALE LEQAL mICRIPTlD.: -, FURBER JANES P l LDT02 BI.Oaf.l.IICI1 SU8IlMSION LES9 W , FT MILLER TODD A IKH SU8DIYISICH LESS w , FT '82' HE 271lt CT RENTON WI. O'058-22(5.eRN KCTuACICI':~ PIlCIt 2 GIST GEORGE W (87. LOT4 BLOCK-URCH SUBDMStoH IU.HE211M CT RENTON W/\ OI050-22CS oCRII P,,0013 SMmt DAVID A lOT ~ BlOCX· URCH SUIIOMSION 1630 HE mH CT RENTON WA 9aoss.226.cR1I KC r .. kd': I8C8CIO-OCWO-01 _. DAHLIIANRACIf£I.KEII711 LOToSIII.DCK-UI\CHSIJeDMSIC)N ula HE 21TH CT RENTON WI. oaoss.zz .. .eR&I P",,",5 SCHE1I. RONAlD l LOT.sIILDCK.URCHSUBDMSlON l1Z1 HE 21TH CT RENTDN WI. _22 .. .eRee PatQl8 PeATE SANDRA .. & TeDO P LOT.7 BLOCK· URCH SUGOMSICiH 'lIS NUmlCT REHTOH WA IIQ5I.2248 .cR&8 P.attM 1 KODIS HARRY A 2610 NE JONES AVE RENTON WUIOSB Me Ta ~.: 2::!0t$0-0035-07 LOT.J .. BLOCK· ElDON ACAE. ADO PARCEL ACITY OF RENTON SHORT """T :Do18 REC~'E1DCf"CR£SAIlOPARCELA CITY OF ReNTON SHORT PLAT »-11 REC ~ 11104.30mSOPU.TDN' LOT lLESSH GOFT OI'E170FT a AU. LOT I Poto' N." 121..... ".'2U. 15.11 '29.'''' 12.77ZD2 83.54 129.'''' ".15"" 71.00 120.'444 12.01U7 '£1.10 129.'''' '2,111.70 _-"I I L !:' . , < ~I -: :J .! :0' <> .' ... ~ 0 .... ... ,.... => C) ,.... 0 C\J 0 ; '" 0 C\J \J' ,. Il: ,. ~ \. r ~ ,I P,,"'8 K1HOLEDOhNA .1124 IE ZIITIIA\/Il EMJIICIAW WA 110022 o • ElCHI8I1''C' ZOHED flIOHT fOOTAIIE ASSESSMENT ROU. WESTIWtN'IDALE LEGAl. OUCRlPI'1OII: LOT+la=EIIlCfUCRES PAACELDcrrY OF REJfTtIN 8IIORT P\AT:D-fl AEC.lI' .170413 ElDCIN ACfI(lI PAACEI. 0 C1lYOFIWITOH ~TPlAT:D-7f Ra: AF tn04l:1Om SO PlAT DI# LOT i LESS N 10 fT OF EI70 FT&AULDTS _Il<0l11/0, N18AIIOEA flJCHAAO.lll LOT·7.e BLOCK-£!DOH ACRes ADO 7 LESS H p ..... a 2S11HE.IOHES t20FTOF61lOFTIILESSSl4n A9ITON WAHO' ... 227Z.cJVoa LE5SSW10tUCMSAOO7 KC Tu AcICII; 221S5Q..(1MS.05 _" •• 110 Z£IIARTFL 2501 HE JONES AVE RENTON WA H05I\o2272.cR1I P.,mlil WATTP A 2433 HE ..oNES AVE RafTDH WA SlOO$G Pucal if GAAHT GEORGE K 2.21 HE JOHES AVE 1lEHT0N WAH05I IcC TIU Aa::t -= 22IG5O-CJD5I).Ol P .. eor" tQLLJAYO 2417NEJON!SAVE RENTON WA ,1OS5 NOTES: LOT·18LOCK-ELODN ACAES ADO $" FT LESS STELOON ACIIUA"'''''FT LESS.T L"T.fIlLOO(· ELDON_ES ADON eo FT NEAS AI.Q E auaD LIt El.OOH ACRES NXJ N 00 FT MEAS AL.O II SUBD LN LOT.f 81.OC11· BDOH ACRES ACO a .. FT IoIEA5 ALO e wac UI EU>ON ACRES ADO $" FT NEAS AI.G I sueD UI lOHD BLOCK· ELDON ACRES ADD N 1/2 LESS PDAWl.Y OFCREEII E\DON ACIlES ADO N III LESS POA WlY OF CREEK ...so 121.1.... n.7S1.15 14<87 PI.I'" 1<.211%1 _ PI.l'" $1,3l1.51 lS .. no"'2I 'US $21.1'" n.417.00 IUS PI.l'" $2.417 ... 12.14 112..,'" $2,313." ., lNIkllla d.wtllopld .. ~ '''''''on In wdwIdatU kIL b IUdItdllDIlICIfvu _mor ...... ..., Mlotw .... 10 .. Thlrellllfo. pet aldlon •• 17.a2(cl. Aenton CIJ eo.. ...................... dt&rtfi II reduced to ..... _ .... nuI~.1 .-...... (p ...... ~ 2) TNI b'II"'~" •• "" .. 'omIIJI,nIcSenca Oft elDllq., INn N rp.t 1IngIe'~ I*wt In Iho ..... 1lI01""' •• P«_ .. .s.17.B.2l ... _0 IyCod •• 1ho.pacI .... 'M,'''!'dwg ... _ ... _ rwo '~pGlCDI" $lWatNo,'-toundll)' ........ lilts 1 a e. E~ tub pur::elwll.ta.,."onUJ own. • , I I j , /. I ~ I I L. 1 i 11.- HE 28th ST -. ~. C> ... ;: .... Q ,. 7 ~ -' ... :::0 .;;,. ." 8 :!: :: ~.~ 9A "..-:::~ 98 -N 10 -~ :\I 11 ;r. 12 13 o • ", .... s PROPOSED ZFF BOUNDARY crTY OF RENTON D.PARTNCNT a,. PVIIIUC WOItXS EXHIBIT '0' • DnOloQ' It M. .AIL' t. ItH '" -c. ...... ur ...... ....... SMRt. I QI; I , , t " ·:'1:,1 ~:-..": . ~ ~: ~I ... '" ,... !:: .... .. " 0 ... :: t- o ... ... ~ ~ ,... r-CI • • WEn _AL! SPECIAL ASS£SSMEHT DISTRICT ROIl. OF PARCElS WlTHIt DlSlRICT MEAl lI<OIlASAI ROSANNE 2I:J:1NE_.A .. _WA_Z7C1e KeT .. "',",22532C).IIDOHI ENGSTROM JOItNW a JUDITH A 2125 He Edmonda A •• Ron'" WA'I056-27llII HATCH EUlER C 2117 HE Ed_A .. R_ WA '''5W7De KC Tu Am .: 225l20000ls.ot PtHCONBe A03ERT ZIOIHE_A .. ".1IIOn WA 1I05G-27DG GRAH.UlVlOLAS 202SNeEcltnancfsA.". A.MOI\ WA 1105f..l1OI LOT·IILOQC.\ eOEHDAlEADD EDEHDAU; ADD lOT-! 8lQCI(. I EOENOALE ADO LOT., I!I.OCK. 1 EDENDAlE ADO LD7 4111.11CII· 'EDEI<OAI.E ADD LOT·S IlLOCK· ,EllENDALE ADO ~ KC Tal Aad'; 22532O-C1025~7 • ~------------------------------------------------------------N ~~NH~=.~=ED8I' LOHfIL.OCK.lEDEHOALEADD (J' R.ntoA WA lJ05I.21QI KC Tu k:d'; 22532OOJ3D.Ql MANN GEOfIQEL 047' 200fNEE .... ..., .... FttGtonWA~ tee fa kd'; 22532O-CJ03S.C5 MElI.V WOOOROW 00177 2001 HE EctnoM."..,. RenIcIn WA IICJ56.I1D8 KC TuAcct.: 225320-0CMC).oa LOT-I 1IlOCI!. I EOENIIAlE ADD ..... 1 .;. ~ , " \ , 1 ., ., j I , L ., · .... , ... :x ... ~ .... :::. Q "'HZ RAVIIOND H OTIS 2OOOHEO_ ... e RMan WA 88051-2721 kC Tu Acct I; USl20-00fS.03 10 DEAN R08EATE elm 2004 NE o.1fan Aw. E R_W ........ Z721 o • WEST KE~II't'DALE _C .... ASJESSMEHT DISTRICT RW.. OF PARCELS WITHIN DISTIIICT LEGAl. DESCAJPnON: LOT .. BlOCI(· I EDE"DALE'oo LOT.IO BlOCK·, EDElIOALE ADD " GUIVWID VINCENT L& KATll.EEN !DT.II BLOCK" EI)EfIDA1.£ AIJO 2008 HE oaJlan A .. E I'-I'- AfftIOa WA t8Q56·272t POllOCK SCOTT I!. KtU A 20.2 HE D., ....... E _WUI05I472' OKe T .. A""" 2ZS3260010·D:) •• POTTE!I DAVID E 2101 HIE o.,.oa A .. E RonIDft W,,9&051·271' He T,I Ao::t ,: 22S32CJ.0070.01 15 BlCKSTROM LD 2'01 HE DolOOft"" E AaniM wo\ 9I058.:ml KC TO' _.: 225l21).1I07U8 .s REYNOlDS WlWo\II E "75 21t2NE DAYfONAYE E ~''''' WA 1105602711 LDfoIZ BLOCK· • EllENDALE ADD LDr·t3BUXK" EOENOALEADD LDfoI4 BLDCIC· 1 EDEIIDUE ADD LDf.lSIILOCK.l EllENDALE ADD Lor ••• IIlOCI<o • EDEI'DALE ADD .~ ... ,' • .. i I I I I [ J j I I ~\ ~ '\ 0, ~ '.! '7 RICKARDS CI.EVE 2tt3 HE DA'fTOMAVE E AEHTOH WA_mo KC T .. Ac:a I; 22532Q.OOI5.OrI te II 8P_WII 2'IIIHEDAYTOHAVEE REJITOH WA _.m SPeNCER SCOTT L PO BOX 2m SEAm£ WI. Iltl , MaZZONE RONAU> C ZOI) HI! OAYTON AYE E RENTON WI. l1O>IH122 KC loa Acd It: 125]20.0105.00 o • WEST KEHNYDAI.E SPECIALASSESSIIEHT IJsnucT IIOU. OF PARC£LS WITHIN DlSlJllCT LOT·' Bt.OCICo 2 £QEHDALUOD LOT., BlOCK· 2 [DEHDALE AOO LOT.S BLOCK· 2 EOEHDAlE AOO ~ .\. a >t DARRAHS DB.MAR R & AUlA L PO 80lC 82' -I ::: KETTLf FALLS WI. •• ,., LOT ... BlOCK· 2 fllE.ODAlE N)fJ ., 0 KCTuACd": 225320-0110.03 N § N 0' 22 IlUXTOHCEHEW 200S HE DAYTDHAVE E AENTOtI WA N056.21l2 tee T .. Mc\ I: 22s:l2O-01 t!loOl ZI SCAlF DAVID L 200' NeDAYTONAYEE REHTON WA 81055-2122 KINDLE DONHA .,I:M Sf 2lant AVE ENUMCLAW WA 9D2% LOT.71!lOCK. 2 EDENDAlE ADD LOT .. 8L0CII· 2 EDENOALE ADO LOT·S BUlCI(. ElDOH/CflES ADD NGO nCFE ,10FT El.DOH ACRES ADD H eo" OF £ 170 FT P.g.' • i ., I I I :1 .1 't 1 I I. I ~I ::1 :; .\ ~ .\ 0'. ""' . ~ :so ... '. Q .... IW .~ 51 o • • WEST KE/tH'tOAI.E SPtC ...... ASSESSNENT DlSTlVCT IlCI.L oF PARCELS WITHIN DI$TAlCT IS ~ODIS K4AR'I A "'''' HE ~OHE$ AVE IIEHlDH WA_ 21 OCROON Gl!lt 0 • WlUlAJ£AH 2G7.I"EJO'CEsAVE IlEItT00WA_ KeT_kld': 22965C).OQ)S.OG 27 KINDLE DONNA .,Dl&EZI<ITKAVE ENUMCLAW WA 10022 taHDI.E DOHNA .'12' Sf 234Tli AVE EHUMCLAW W" loon IICT ... _.;UW$O.()OJJ.Qol lOToS •• Dt.OCI!. ElDOH ~ ADO PARCEl. A CIfY 01' RanCH SHORT PUT ,,·TII AI ",SAOOPo\IIC£I.ACltYOFIIENTONSHOATPVlT»/lRECIoF'170..,omsDI'IATI ss,"OFTOF EITOf1"AAU,LOT. LOT-500 IIlIX:K· EUlOII ACRES PNiea. 8 CITY OF II£NTOH SHOAT PlAT»-1t flEe AP .n0412flOON ACAES PAAC£I. 8 CllY OF /lEN1IlN SHORT PlAT »-71 IlEC" ._.30J72 so PlAT OAF LOTS LESS H 10 "OF £.1OFT. AL1.IDTt LOT." llII.OcK· ElOON"""ES PAllCEl.C CITY 01' API_IHDAT PlAT »-71 REC 4f II1'J04 ELDON ACMS PARCEl. c CITY OF I\ElfTIIN SHORT PLAT »-71 Ra:4f .7fOO130mSOPLArOAF LOT 5 LESS .......... 0'EI1O" & AI.l.LOT' I.OT·SUlCQ· B.IlON ACRES PAACElOCITY OF RENT,," SIIOIIT I'I.AT »-lI llEe 4f moo., EI.DOH AClI£S PAACflOC/I'T Of RENT,," SIIDIIT PlAT »-lI REC N"7100I:107TUO PLATON' LOT lLEUH &0 FT OF £IlOFT IlIIJ..lO" ~-------------------------------------------------------o :1\1 1I1$1IAI.a1HC LOT,T Bl.OCI(o ElJICHACRES ADD NIO FTOF ",.FTLESSSl "IIIOAASSWERST tuIONACIIESoIDOHIOFTOFE '30fTlUS&T (\J """" ..... tAN VS(l2NI §IICT .. _ .. __ <IO ; ~~!--------------------------------------------------------------------------- .' F J I GllCHI1I5T RANCE Vi 2SZ3 liE JOIt£S AilE _TON WA :18056-2272 31 HlBAf\GEA AIC>IAAOJR 2511 HE JDH£S RENTON WA 11056-2272 KCT .. _":m~IlIl45-OS 32 ZEVA1IT~~ 254)9 HE JONES AVE ReNTON WA tIOs&nn KCT ... Aed': m650-00d-04 \ .. -- GRAMT G£O/lG£K 2'2SHEJOHES AVE flEIITOIj WA980'" LOT.T 8lQC1(· a.oDH ACRES ADO S 10 FT OF N 110 FT 0" e 120" lESS co 110 EUlONACAES ~s COFTOf H 120fT OFE 1:IO"UlSS celIO LOf,7 •• I!I.DC\(. UDON ACRES ACD1 LESS 11120 FTOfE 130FT. IU;SSSGCFT I.£SS $ £\.DOlI ACRES ADO llESS H 1:0 FT OF E 1:10 fT ".lESS 5 It FT I.£&S Sf LOT .. BlOCK. nDCII ACIlES JdlD 8 GC FT I.£SS sT EI.IXlIf ACIIES NJrJ'" FT LESS ST ." LOT,g I\t.OCICo ElOOH ~£S oUlD B Sol FT YeAS AU; E sueD UI ElOON ACRE' ADO S .. "YEAS AlQ e sueD \Jt 1 1 1 1 1 1 1 1 1 1 1 1 , I ;1 ,-1 ., .\ :1 ,! 1 I I \ . Il 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 :..:.:; :: ~ ... :.: '5 ::: "" '" ::0 .. = :::> "-.. ,... ::> 0 " o • WEST IWINY11A1Jl SPECIAL ASSESSMENT DISTRICT ROU. OF PARCEI.S WITHIN IlI.TIICT ........ N_ Ham./AdO... LEGAL vi 0wtI0I DESCRIPTION: .. 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N 101 FTOf' a«M.II' FT Of W lIZ LESS PDA PlAnED STa..l.EJf MAYEA ADa LOT·2'&t BLOCt(· HiL.1.UAH$U( WH GAADi" OF EDEN ,4N 112 OF S ISOFT CFW 1/l LESSPOttIUAIANS UCWH GAAOEN OF EOEN. 4 N '/2 OF S 160 FT OF W 1/2 U:SS I'QR PLATTED STDlLEl<IIAVEA AIlO LOT·Zlt 8LOQ(. HIWAANS LK WN DARDEN OF EDEN •• LESS N 1RDPS IIDnOFW flZLEHII.I.IIANSUCWN GAAOEN OF fOat.4 LES$ N U2 OF S 1m fT OF W III LESS POR PLAnED SlDL\.EHMAYEA ADO LESSH tal nThOF lor·2GZOLOCI(.ItIWIANS UC WN IWIOtII OF EDEll 'UOOfTaFW'50FTaF,H.135FT IaWINISU( WH OAADEN OF EOEM I4·E 10 FT OFW 'SO FT OF If 135 FT Pat·'1 • J I ·f. i" i J 1 ., L Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 1IIIIIrlllilU 07042300008 CITY OF RENTON as 33 00 PAGE001 OF 002 . 04/23/2007 09:10 KING COUNTY, UA BILL OF SALE Proj Name: Bartell S. p. Property Tax Parcel Number: Project File #: L U" ,. c'Lf -tx:J7 Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s)' Grantee(s): 1. DI1l fJ X-rvc... 1. City of Renton, a Municipal Corporation 2. '" The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the following described personal property: WATER SYSTEM: LJ-3/Sg SANIT ARY SEWER SYSTEM: 5-3/00 Length 310 20 187 1 1/1 1 Length 148 L.F. of L.F. of L.F. of each of each of each of L.F. of L.F. of L.F. of Size Type -8 01 Water Main 6 OJ Water Main 4 01 Water Main 618 " Gate Valves " Gate Valves Fire Hydnmt Assemblies Size ~ 8 PVC Sewer Main Sewer Main Sewer Main 2 each of 48 " Diameter Manholes each of " Diameter Manholes each of " Lift Stations STORM DRAINAGE SYSTEM: Size Tme L.F. of 7:4/18 A S Storm Main L.F. of 1278 PVC Storm Main L.F. of 8Z8 ADSZDI Storm Main each of Storm Inlet/Outlet 11 4 each of Ty:ge I " Storm Catch Basin each of TYQe II" Manhole STREET IMPROVMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk 290 L.F. Asphalt Pavement: 753 SY or L. F. of ____ Width STREET LIGHTING: # of Poles 4 ea By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfull c1aimin or to claim the same. This conve ance shall bind the heirs, executors, administrators and assigns forever. C:IDocuments and Settingslkaren.DMP\Local SettingslTemporary Internet FilesIOLKSIBILLSALE2.00clkh Page I , Notary Seal must be within box Notary Seal must be within box Notary Seal must be within box INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) 20ClS. I certiry that I know or have satisfactory evidence that _________ _ ____________________ signed this instrument and acknowledged it to be hislher/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) ________________ _ My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON) SS COUNTY OF KING ) I certiry that I know or have satisfactory evidence that _________ _ ______ ----,-_____________ signed_this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and ___ ----,----:--,-__ _ of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) ________________ _ My appointment expires: _____________ _ Dated: , 20~ before me personally appeared to me known to ~~~~~~~lt~ilr:L~lll1!::::ujLr:==~-6f;;f1tbh~e -;;co;)rporation that C:\Documents and Settings\karen.DMP\Local Settings\Temporary Internet Files\OLKS\BILLSALE2.DOC\kh Page 2 ~/ i', . , After Recording, Return to: Robert & Alina Bartell 1725 Northeast 24th Street Renton, W A 98055 LuA-oY-007 IIIIIII~II~IIIII 20050706002328 CITY OF RENTON nISC 30.00 PAGE001 OF 012 07/86/zeeS UI: 27 KING COUNTY. lolA [Space above tbis line for Recorder's use only] DECLARATION OF JOINT ACCESS, UTILITIES AND MAINTENANCE This Declaration of Joint Access, Utilities and Maintenance (the "Declaration") is being made on the date hereinafter set forth, by Robert H. Bartell, Alina M. Bartell, husband and wife, and Urszula Narkiewicz ("Grantors"). RECITALS: WHEREAS, Grantors are in the process of platting into nine lots certain real property that it owns. However, only Lots 3,4,5 and 6, legally described on attached Exhibit A, are affected by this Declaration. WHEREAS, Grantors are constructing a twenty six (26) foot wide private driveway twenty (20) feet of which will be comprised of an impervious material, e.g., asphalt ("Driveway"), graphically depicted, and legally described on Exhibit C attached hereto, to provide shared access to Lots 3, 4, 5 and 6. WHEREAS, Grantors undertook installing, for the benefit of Lots 3, 4,5 and 6: certain utilities, including, but not limited to cable, phone, electrical, water, sewer, gas and shared stonn dnpnage. WHEREAS, this Declaration establishes mutual easements and maintenance obligations regarding the shared Driveway and the improvements, including the utilities, within the Driveway. NOW, THEREFORE, Grantors hereby declares as follows: I. Grant of Easement. Grantors hereby declares perpetual, non-exclusive mutual easements to and for the benefit of Lots 3,4,5 and 6, over, under and across the Driveway depicted and described on the attached Exhibit C (the "Easement Area"), for the purpose of ingress and egress, and utilities, including storm drains. The scope of the easements granted hereunder shall include the right to install, construct, operate, maintain, Page 1 of 11 8-005-~08'7 remove, replace, repair, and use a paved joint driveway and all utilities located thereon (including but not limited to, power, water, drainage, sewer, and appurtenant facilities). I. Maintenance and Repair. The owners of Lots 3, 4, 5 and 6 shall share equally the costs of maintaining and repairing the following: the Driveway, and the shared underground utilities, including the stonn drainage. Any catch basin, if any, shall be inspected and cleaned on a semi-annual basis and the costs associated therewith shall be shared equally by Lots 3, 4, 5 and 6. All costs related to storm water runoff control shall be borne equally by the owners of Lots 3,4,5 and 6. The Lot owners shall share equally the cost of all real estate or other taxes applicable to the Driveway, if any. Provided, however, the cost of any repairs to the Driveway, or to other items that are to be mutually shared and maintained by the Lot owners as described herein, resulting from the negligence or intentional misconduct of any Lot owner, shall be paid by the Lot owner causing the damage except to the extent such cost is covered by insurance. Unless otherwise agreed in writing by the four Lot. owners, all maintenance and repair decisions shall be by unanimous written consent of the Lot owners. After receipt of such unanimous written consent, any Lot owner incurring such maintenance and/or repair costs, shall provide a written invoice to the other Lot owners stating each Lot owner's pro-rata share of such costs, and the other Lot owners shall pay the invoice within thirty (30) days of receipt thereof Any overdue amounts shall bear interest at the lesser of twelve percent (12%) or the highest nonusurious rate pennitted by law, and the substantially prevailing Lot owner(s) in any action to recover those amounts shall be entitled to their reasonable attorneys' fees and costs. I. Separate Utilities. Each owner of Lots 3, 4, 5 and 6 shall be solely responsible for the costs of installing, replacing, repairing, and maintaining those utilities now or hereafter maintained within the Easement Area that serve such owner's property and not the other Lot owners' property. I. Reservation. Grantors and all future owners of all or any portion of Lots 3, 4, 5 and 6 reserve all rights not expressly granted hereunder. I. Indemnity and Insurance. The owners of Lots 3, 4, 5 and 6, and such owners' successors and assigns (each an "Indemnitor"), agree to indemnify, defend, and hold the other owners and such other owners' successors and assigns harmless, from and against any and all claims, liens, losses, liabilities and expenses, including attorneys' fees and court costs, incurred by or asserted against such owners or their successors and assigns, as a result of any negligent or wrongful acts or maintenance or repair on the Easement Area by the Indemnitor or its employees, agents, tenants, contractors, successors or assigns. This indemnity shall run with the land and shall inure to the benefit of the owners of all or any portion of Lots 3, 4, 5 and 6. Each owner shall at all times, at its sole cost and expense, keep in full force and effect a policy of commercial general liability insurance insuring against any and all claims or liability arising out of the use or maintenance of the Easement Page 2 of 11 • ., Area, in an amount of not less than One Million Dollars ($1,000,000) per occurrence, covering bodily injury to persons, including death, and damage to property; including automobile liability coverage and contractual liability endorsement covering the indemnification covenant stated above; and shall insure the hazards of the Easement Area and the insured party's operations thereon, including the acts of its independent contractors. Each party shall be named as an additional insured under the policy of the other party, such coverage may not be discontinued or terminated except upon thirty (30) days prior written notice to the other party, and each policy shall have a deductible of not more than $5,000. I. Reasonable Use. The owners and their tenants, employees, agents, contractors, successors or assigns shall use the Easement Area in a reasonable manner consistent with this Declaration and, to the extent reasonably possible, shall avoid disturbing the other owner or its agents, employees, tenants, contractors, successors or assigns. I. Notices. Any notices required or permitted hereunder shall be in writing and shall be effective when delivered in person, the third day after being sent by registered or certified United States mail, return receipt requested, postage prepaid, or the first business day after being sent by overnight courier, addressed to the owner of Lots 3,4, 5 and 6, as the case may be, at the current mailing address listed in the records of the King County Assessor. 1. Covenants Running With the Land. The rights and restrictions contained herein shall be deemed appurtenant covenants running with the land and shall benefit and be binding upon the owners of Lots 3, 4, 5 and 6, and their respective heirs, successors and assigns. I. Costs and Attorneys' Fees. Should an owner of Lots 3, 4, 5 and 6 initiate legal proceedings to adjudicate any issues arising hereunder or to enforce any term, the party who substantially prevails shall be entitled to reimbursement of their reasonable attorneys' fees, costs, and expenses reasonably incurred in preparing to bring suit, during suit, on appeal and in enforcing any judgment or award.. It is agreed that any action at law or equity shall be brought in King County, Washington. I. WaiverfModification. Any waiver of any breach shall not be considered a waiver of any future similar breach. There shall be no modification or amendment to this Declaration except in a writing signed by all of the owners of Lots 3, 4, 5 and 6. The foregoing Declaration and any rules and regulations adopted hereunder are in the best interests of the Short Plat. Any subsequent owner of Lots 3, 4, 5 and 6 shall be bound by this Declaration and the terms and conditions set forth herein. DATED this _day of _______ 2005. Page 3 of II AND WHEREAS, Grantors are in the process of platting into nine lots certain real property that it owns. However, only Lots 7 and 9, legally described on attached Exhibit B, are affected by this Declaration. WHEREAS, Grantors are constructing a twenty (20) foot wide private driveway twelve (12) feet of which will be comprised of an impervious material, e.g., asphalt ("Driveway"), graphically depicted, and legally described on Exhibit D attached hereto, to provide shared access to Lots 7 and 9. WHEREAS, Grantors undertook installing, for the benefit of Lots 7 and 9: certain utilities, including, but not limited to cable, phone, electrica~ water, sewer, gas and shared storm drainage. WHEREAS, this Declaration establishes mutual easements and maintenance obligations regarding the shared Driveway and the improvements, including the utilities, within the Driveway. NOW, THEREFORE, Grantors hereby declares as follows: I. Grant of Easement. Grantors hereby declares perpetual, non-exclusive mutual easements to and for the benefit of Lots 7 and 9, over, under and across the Driveway depicted and described on the attached Exhibit D (the "Easement Area"), for the purpose of ingress and egress, and utilities, including storm drains. The scope of the easements granted hereunder shall include the right to install, construct, operate, maintain, remove, replace, repair, and use a paved joint driveway and all utilities located thereon (including but not limited to, power, water, drainage, sewer, and appurtenant facilities). I. Maintenance and Repair. The owners of Lots 7 and 9 shall share equally the costs of maintaining and repairing the following: the Driveway, and the shared underground utilities, including the storm drainage. Any catch basin, if any, shall be inspected and cleaned on a semi-annual basis and the costs associated therewith shall be shared equally by Lots 7 and 9. All costs related to storm water runoff control shall be borne equally by the owners of Lots 7 and 9. The Lot owners shall share equally the cost of all real estate or other taxes applicable to the Driveway, if any. Provided, however, the cost of any repairs to the Driveway, or to other items that are to be mutually shared and maintained by the Lot owners as described herein, resulting from the negligence or intentional misconduct of any Lot owner, shall be paid by the Lot owner causing the damage except to the extent such cost is covered by insurance. Unless otherwise agreed in writing by the two Lot owners, all maintenance and repair decisions shall be by unanimous written consent of the Lot owners. After receipt of such unanimous written consent, any Lot owner incurring such maintenance and/or repair costs, shaH provide a written invoice to the other Lot owners stating each Lot owner's pro-rata share of such costs, and the other Page 4 ofll , Lot owners shall pay the invoice within thirty (30) days of receipt thereof Any overdue amounts shall bear interest at the lesser of twelve percent (12%) or the highest nonusurious rate permitted by law, and the substantially prevailing Lot owner(s) in any action to recover those amounts shall be entitled to their reasonable attorneys' fees and costs. 1. Separate Utilities. Each owner of Lots 7 and 9 shall be solely responsible for the costs of installing, replacing, repairing, and maintaining those utilities now or hereafter maintained within the Easement Area that serve such owner's property and not the other Lot owners' property. 1. Reservation. Grantors and all future owners of all or any portion of Lots 7 and 9 reserve all rights not expressly granted hereunder. 1. Indemnity and Insurance. The owners of-Lots 7 and 9, and such owners' successors and assigns (each an "Indemnitor"), agree to indemnify, defend, and hold the other owners and such other owners' successors and assigns harmless, from and against any and all claims, liens, losses, liabilities and expenses, including attorneys' fees and court costs, incurred by or asserted against such owners or their successors and assigns, as a result of any negligent or wrongful acts or maintenance or repair on the Easement Area by the Indemnitor or its employees, agents, tenants, contractors, successors or assigns. This indemnity shall run with the land and shall inure to the benefit of the owners of all or any portion of Lots 7 and 9. Each owner shall at all times, at its sole cost and expense, keep in full force and effect a policy of commercial general liability insurance insuring against any and all claims or liability arising out of the use or maintenance of the Easement Area, in an amount of not less than One Million Dollars ($1,000,000) per occurrence, covering bodily injury to persons, including death, and damage to property, including automobile liability coverage and contractual liability endorsement covering the indemnification covenant stated above; and shall insure the hazards of the Easement Area and the insured party's operations thereon, including the acts of its independent contractors. Each party shall be named as an additional insured under the policy of the other party, such coverage may not be discontinued or terminated except upon thirty (30) days prior written notice to the other party, and each policy shall have a deductible of not more than $5,000. I. Reasonable Use. The owners and their tenants, employees, agents, contractors, successors or assigns shall use the Easement Area in a reasonable manner consistent with this Declaration and, to the extent reasonably possible, shall avoid disturbing the other owner or its agents, employees, tenants, contractors, successors or assigns. Page 5 of 11 I. Notices. Any notices required or permitted hereunder shall be in writing and shall be effective when delivered in person, the third day after being sent by registered or certified United States mail, return receipt requested, postage prepaid, or the first business day after being sent by overnight courier, addressed to the owner of Lots 7 and 9, as the case may be, at the current mailing address listed in the records of the King County Assessor. I. Covenants Running With the Land. The rights and restrictions contained herein shall be deemed appurtenant covenants running with the land and shall benefit and be binding upon the owners of Lots 7 and 9, and their respective heirs, successors and assigns. I. Costs and Attorneys' Fees. Should an owner of Lots 7 and 9 initiate legal proceedings to adjudicate any issues arising hereunder or to enforce any term, the party who substantially prevails shall be entitled to reimbursement of their reasonable attorneys' fees, costs, and expenses reasonably incurred in preparing to bring suit, during suit, on appeal and in enforcing any judgment or award.. It is agreed that any action at law or equity shall be brought in King County, Washington. I. WaiverlModification. Any waiver of any breach shall not be considered a waiver of any future similar breach. There shall be no modification or amendment to this Declaration except in a writing signed by all of the owners of Lots 7 and 9. The foregoing Declaration and any rules and regulations adopted hereunder are in the best interests of the Short Plat. Any subsequent owner of Lots 7 and 9 shall be bound by this Declaration and the terms and conditions set forth herein. t1~~~ 2005. Page 6 of 11 Urszula Narkiewicz State of Washington County of Kc'h} ) )SS ) I certify that I know or have satisfactory evidence that Rollert H. Bmell, Alina M. Bartell, husband and wife, signed this instrument and acknowledged it to be their free and voluntary act for the uses a.qd..1'uttM~P.lentioned in the instrument. --'",'0 J"I\~Ab '1'1 ,:.:-'.'\ .... :.: ........ :.71'/ ... " .:-<,~-:, .. ·.s~!Otv ,:: .. '-! __ '1, . : :' ._~J-' <:~~, ~ \ ~.. ~--1::"",s;a..2:V'------"-/----'L.L..--fA-....=--t--+-----f /(5~ i'4 0TAR .... -i\'-~ Not Public' ;:() 'T! ~ ~ ~ -.-mE: Notary (print) -P--'",,",-,--"--~~~'---''''''''''':=-'--~ ~ (f) ~ P'vBLlC : : \ ~;"" .g ./~ j My appointment expires: _-L----..::~~ ____ _ I, '<f., •••• -20 06 •• ·~o .: Dated: 3 -/1-OS-'1, 0 ..... ::.: ....... ,..0> --- '1,\. j(:' WA~\-\\\ ...... -'\. .-"fs.'''' t;'\\\.,,,,,,,~ State of Washington ) )SS County Of_L-!G.:=!....t'::.-Yl.::....11--_-') ~ 4«-1-1 b.~ II I certify that I know or have satisfactqry evidence that UrsZllla ~Jarkiewicz, signed this instrument and acknowledged it to beJlMSfree and voluntary act for the uses and purposes menti~:~,:~: mstrument. .. /~/. ~ .. : . ;--~p..RPE~ \" ~p-( ~. ,~. ......... I. ;' A-' •• ·;,:,oN ~;." 'f, Notary Public in and for the State of Washington, '" .~"7 ''9.; • t-L ur ! !f O~p..RY ~\ ~ Notary(Print) 1211 ~-!Y: ~ :0 ~-.-: ~ My appointment expires: d -9-06 ~ :.0 pUe0v :£~ Dated:? _ dl-tJ S-" ". ~ .: 1 __ ~2L..-_-'----=--=--_______ _ 't .... 2~9~<:5.·· ~ ..:' II IS'JA .......... s~ .: "\"'?'€'OF\Nfl' _--\."""-"--- Page 7 of 11 EXHmITA [Legal Description of Lots 3, 4, Sand 6) LOT 3 Lot 3 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----J filed under Recording No. , records of King County, Washington. LOT 4 Lot 4 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----J filed under Recording No. , records of King County, Washington. LOTS Lot 5 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----J filed under Recording No. , records of King County, Washington. LOT 6 Lot 6 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----' filed under Recording No. , records of King County, Washington. Page 8 of II EXHmITB [Legal Description of Lots 7 and 9] LOT 7 Lot 7 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----..J fIled under Recording No. , records of King County, Washington. LOT 9 Lot 9 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----..J filed under Recording No. , records of King County, Washington. Page 9 of 11 EXHffiITC 26' Joint Access, Utilities and Maintenance Description Commencing at the Southwest comer of the North half of Tract 294, C.D Hillman's Lake Washington Garden of Eden Addition to Seattle Division No.4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, in King County, Washington. thence North 00°27'36" West, along the West line of said Lot 294, a distance of 101.00 feet to the True Point of Beginning; thence North 88°06'54" East, a distance of 166.17 feet; thence North 01°53'06" West, a distance of26.00 feet; thence South 88°06'54" West, a distance of 13.00 feet to the beginning ofa curve tangent to said line; thence Northwesterly a distance of34.56 feet along the curve concave to the Northeast, having a radius of22.00 feet and a central angle of90000'OO"; thence North 01°53'06" West tangent to said curve, a distance of 13.00 feet; thence South 88°06'54" West, a distance of26.00 feet; thence South 01°53'06" East, a distance of 13.00 feet to the beginning ofa curve tangent to said line; thence Southwesterly a distance of34.56 feet along the curve concave to the Northwest, having a radius of22.00 feet and a central angle qf90000'OO"; thence South 88°06'54" West tangent to said curve, a distance of82.52 feet to said West line; thence South 00°27'36" East, along said West line, a distance of26.01 feet to the True Point of Beginning. Page 10 of 11 EXHmITD 20' Joint Access, Utilities and Maintenance Description Beginning at the Northeast comer of Tract 294, C.D Hillman's Lake Washington Garden of Eden Addition to Seattle Division No.4, according to the plat thereof recorded in Volume 11 of Plats, Page 82, in King County, Washington. thence South 00°32'07" East, along the East line of said Lot 294, a distance of 76.49 feet; thence South 88°06'54" West, a distance of20.01 feet; thence North 00°32'07" West, a distance of 76.49 feet; thence North 88°06'54" East, a distance of20.01 feet to the True Point of Beginning. Page II of 11 LIMITED POWER OF ATTORNEY BE IT KNOWN, that "~S"2...V I q 1lQ.~ k ,e c..fJ r Z-has made and appointed, and by these presentS does make and appoint ~bRr.J-H & t/-tf t I true and lawful attorney for himIh.$ and in hisI.I!! name, place and stead, for the following specific and limited purposes only: s-'114. doc;,,-e-A l'e.i~~ -to 1'4. sLoA-flrct-c:v-J s~{q 4-. 172..) )J~ 'ltf1'k r~l-, f(efA~ ~ Q1>OJb giving and granting said attorney, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specifieand limited premises (set out herein) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney sballlawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 17 day of ktA f( Clf ,20 [J~ ~>~kL.S. Sworn to before me this ~ day of m flP. ell' ,206~ iUM.R~ NOTARY PUBLIC My Commission Expires: GlENDA M. ROBERTS NOTARY PUBLIC STATE Of WASHNGTON .,;OtDISSION EXPIRES DECB&R 19, 2008 I '.~ After Recording, Return to: Robert & Alina Bartell 1725 Northeast 24th Street Renton, W A 98055 LUA -04-007 /-lnlllll~llllll~ 20050706002329 CITY OF RENTON nlsc 25.00 PAGEe01 OF 017 87/06/2005 15:27 KING COUNTY I UA [Space above this line for Recorder's use only] DECLARATION OF STORM DRAINAGE AND MAINTENANCE This Declaration of Joint Access, Utilities and Maintenance (the "Declaration") is being made on the date hereinafter set forth, by Robert H. Bartell, Alina M. Bartell, husband and wife, and Urszula Narkiewicz ("Grantors"). RECITALS: WHEREAS, Grantors are in the process of platting into nine (9) lots certain real property that it owns. Lots 1 through 9, inclusive, legally described on attached Exhibit A, are affected by this Declaration. WHEREAS, Grantors are constructing a Storm Drainage Tract (Tract A), graphically depicted, and legally described on Exhibit B attached hereto, to provide storm water drainage for Lots 1 through 9, inclusive. WHEREAS, this Declaration establishes mutual easements and maintenance obligations regarding the Storm Drainage Tract and the improvements, within the Storm Drainage Tract. NOW, THEREFORE, Grantors hereby declares as follows: L Maintenance and Repair. The owners of Lots 1 through 9, inclusive, shall share equally the costs of maintaining and repairing the following: the Storm Drainage Tract, and the shared underground utilities, including the storm drainage. Any catch basin, if any, shall be inspected and cleaned on a semi-annual basis and the costs associated therewith shall be shared equally by Lots 1 through 9, inclusive. All costs related to storm water runoff control shall be borne equally by the owners of Lots 1 through 9, inclusive. The Lot owners shall share equally the cost of aU real estate or other taxes applicable to the Driveway, if any. Provided, however, the cost of any repairs to the Storm Drainage Tract, or to other items that are to be mutually shared and maintained by the Lot owners Page 1 of 6 (9-.,<)05 • ('\.'.'":'Q~ as described herein, resulting from the negligence or intentional misconduct of any Lot owner, shall be paid by the Lot owner causing the damage except to the extent such cost is covered by insurance. Unless otherwise agreed in writing by the Lot owners, all maintenance and repair decisions shall be by unanimous written consent of the Lot owners. After receipt of such unanimous written consent, any Lot owner incurring such maintenance and/or repair costs, shall provide a written invoice to the other Lot owners stating each Lot owner's pro-rata share of such costs, and the other Lot owners shall pay the invoice within thirty (30) days of receipt thereof Any overdue amounts shall bear interest at the lesser of twelve percent (12%) or the highest nonusurious rate permitted by law, and the substantially prevailing Lot owner(s) in any action to recover those amounts shall be entitled to their reasonable attorneys' fees and costs. I. Reservation. Grantors and all future owners of all or any portion of Lots 1 through 9, inclusive, reserve all rights not expressly granted hereunder. I. Indemnity and Insurance. The owners of Lots I through 9, inclusive, and such owners' successors and assigns (each an "Indemnitor"), agree to indemnify, defend, and hold the other owners and such other owners' successors and assigns harmless, from and against any and all claims, liens, losses, liabilities and expenses, including attorneys' fees and court costs, incurred by or asserted against such owners or their successors and assigns, as a result of any negligent or wrongful acts or maintenance or repair on the Storm Drainage Tract by the Indemnitor or its employees, agents, tenants, contractors, successors or assigns. This indemnity shall run with the land and shall inure to the benefit of the owners of all or any portion of Lots 1 through 9, inclusive. Each owner shall at all times, at its sole cost and expense, keep in full force and effect a policy of commercial general liability insurance insuring against any and all claims or liability arising out of the use or maintenance of the Storm Drainage Tract, in an amount of not less than One Million Dollars ($1,000,000) per occurrence, covering bodily injury to persons, including death, and damage to property, including automobile liability coverage and contr~ctual liability endorsement covering the indemnification covenant stated above; and shall insure the hazards of the Storm Drainage Tract and the insured party's operations thereon, including the acts of its independent contractors. Each party shall be named as an additional insured under the policy of the other party, such coverage may not be discontinued or terminated except upon thirty (30) days prior written notice to the other party, and each policy shall have a deductible of not more than $5,000. I. Reasonable Use. The owners and their tenants, employees, agents, contractors, successors or assigns shall use the Storm Drainage Tract in a reasonable manner consistent with this Declaration and, to the extent reasonably possible, shall avoid disturbing the other owner or its agents, employees, tenants, contractors, successors or assigns. Page 2 of6 I. Notices. Any notices required or pennitted hereunder shall be in writing and shall be effective when delivered in person, the third day after being sent by registered or certified United States mail, return receipt requested, postage prepaid, or the first business day after being sent by overnight courier, addressed to the owner of Lots 1 through 9, inclusive, as the case may be, at the current mailing address listed in the records of the King County Assessor. I. Covenants Running With the Land. The rights and restrictions contained herein shall be deemed appurtenant covenants running with the land and shall benefit and be binding upon the owners of Lots 1 through 9, inclusive, and their respective heirs, successors and asSIgns. I. Costs and Attorneys' Fees. Should an owner of Lots 1 through 9, inclusive, initiate legal proceedings to adjudicate any issues arising hereunder or to enforce any tenn, the party who substantially prevails shall be entitled to reimbursement of their reasonable attorneys' fees, costs, and expenses reasonably incurred in preparing to bring suit, during suit, on appeal and in enforcing any judgment or award.. It is agreed that any action at law or equity shall be brought in King County, Washington. I. WaiverlModification. Any waiver of any breach shall not be considered a waiver of any future similar breach. There shall be no modification or amendment to this Declaration except in a writing signed by all of the owners of Lots 1 through 9, inclusive. The foregoing.Declaration and any rules and regulations adopted hereunder are in the best interests of the Short Plat. Any subsequent owner of Lots 1 through 9, inclusive, shall be bound by this Declaration and the tenns and conditions set forth herein. DATED this 2 I 1fay of ~---vl...< 2005. Page 3 of6 State of Washington State of Washington County of Kt'rtj ) ) )SS ) a1&lC4 .II g,~~ J\1ina M. Bartell . ltihVj--lIlJa/j((( I certify that I know or have satisfactory evidence that l:lfSaIla P'4M'kicwicz, signed this instrument and acknowledged it to be .bet'free and voluntary act for the uses and purposes mentioned in the instrument. ""'S Notary Public in an fi r the tate of Washington, Notary (print) get ~ My appointment expires: a? -9 -of;? Dated: 3 -d) l ~ Page 4 of6 " ,,J EXBmITA [Legal Description of Lots I through 9) LOTI Lot 1 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ~ filed under Recording No. , records of King County, Washington. LOT 2 Lot 2 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ~ fIled under Recording No. , records of King County, Washington. LOT 3 Lot 3 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ~ filed under Recording No. , records of King County, Washington. LOT 4 Lot 4 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to --.J fIled under Recording No. , records of King County, Washington. LOTS Lot 5 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to --.J fIled under Recording No. , records of King County, Washington. LOT 6 Lot 6 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----.J fIled under Recording No. , records of King County, Washington. LOT 7 Lot 7 of the Bartell Short Plat, as recorded in Volume _. ,of Short Plats, at pages __ to --.J fIled under Recording No. , records of King County, Washington. LOTS Lot 8 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----.J filed under Recording No. , records of King County, Washington. LOT 9 Lot 9 of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to -----.J fIled under Recording No. , records of King County, Washington. Page 5 of6 TRACT A EXHmITB Storm Drainage Tract Description Tract A of the Bartell Short Plat, as recorded in Volume _ ,of Short Plats, at pages __ to ----J filed under Recording No. , records of King County, Washington. Page 6 of6 LIMITED POWER OF ATTORNEY BE IT KNOWN, that ""-S2...U lq Ilq.rk Ie "'" r Z-. bas made and appointed, and by these presents does make and appoint ~.f-H I3a. v-tf II true and lawful attorney for himIh~ and in ~ name, place and stead, for the following specific and limited purposes only: S"lft4. do(~~ ,-.eictJ-e4 "to J"4 sLcA-flrct-ct,J s«~ 4- 172..)" 1Ji: 'ltf-fl.... r~l-, /(ef..t.~ ~ q!>OS-(, giving and granting said attorney, full power and authority to do and perform all and every act and thing whatsoever necessmy to be done in and about the specific and limited premises (set out herein) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifYing and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have here1D1to set my hand and seal this 17 day of b /I I? eli, 20-125 ~>~VLL.S. Sworn to before me this J.L day of hi 118 e /I' ,20f)~ iUM.R~ NOTARY PUBLIC My Commission Expires: et.ENDA at ROBERTS NOTARY PUBLIC STATE OF WASf.INSTON .,;OMMISSIOH EXPIRES D£CEM8ER 19. 2008 r;. ... BOARD OF PUBLIC WORKS 8:30 a.m. Wednesday, June 1,2005 Renton Municipal Building Conference Room No. 511 IN ATTENDANCE: Neil Watts, Chairman VISITORS: Dave Christensen, Utility Engineering Supervisor Larry Meckling, Building Official Corey Thomas, Fire Inspector Jan lilian, Engineering Specialist Katie McClincy, Police Commander Clarice Martin, Acting Recording Secretary Dan Albertini, Albertini Residence MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:36 a.m. 2. APPROVAL OF MINUTES: Moved by Christensen, seconded by Meckling to approve meeting minutes dated April 6 & 27, 2005, as presented. 3. REQUESTED ACTION: • RIGHT-OF-WAY USE PERMIT, ALBERTINI RESIDENCE, 657 Bremerton Ave NE -The applicant is requestinga right-of-way use permit for the placement of a basketball hoop in the city right-of-way. Action: Following a lengthy discussion, which included comments in a letter from the City Attorney, it was moved by Christensen, seconded by Meckling, to table the issue until the question of liability is posed to the City Attorney, and possibly Risk Management and WCIA. The Board will contact the applicant when a decision is reached. MOTION CARRIED. • OFF-SITE DEFERRAL, BARTELL SHORT PLAT, LUA 04-007, 1725 NE 24th Street -The applicant is requesting a deferral for the installation of four (4) streetlights along the frontage ofthe property on Jones Ave NE and NE 24th Street. Action: Moved by Christensen, seconded by Meckling, to grant the deferral for the installation of streetlights subject to the following conditions: 1. The applicant shall provide a security device acceptable to the Board prior to recording of the short plat to cover the deferred item at 150% of the cost of the deferred improvements. Board of Public Works IV June 1,2005 .es Page 2 of2 2. The installation of streetlights is deferred until September I, 2005. MOTION CARRIED. • OFF-SITE DEFERRAL, TAYLOR SHORT PLAT, LUA 05-026, 216 Taylor Ave NW -The applicant is requesting a deferral for curb, gutter, sidewalks, street paving, stonn drainage, and landscaping until the building pennit for Lot 2 is issued. Action: Following a discussion it was moved by Meckling, seconded by Christensen, to grant the deferral for curb, gutter, sidewalks, street paving, storm drainage and landscaping along Taylor Ave NW fronting the site, subject to the following condition: 1. The applicant agrees to sign and record a Restrictive Covenant to participate in any Local Improvement District (LID) or other City initiated projects that provide the improvements for curb, gutter, sidewalks, storm drainage, street paving and landscaping which have been deferred. Said covenant shall be recorded prior to recording the short plat, or within two (2) years from the Board of Public Works decision, whichever comes first. MOTION CARRIED. • PUBLIC MEETING REQUEST: W.S.D.O.T. is requesting a public meeting to the noise variance. The project is scheduled to advertise on June 29, 2005, for bridge deck and expansion joint repairs for 23 bridges. The project . will be phased in over the next five years. Action: The Board made the decision to have a day meeting on June 29, 2005, at 8:30 a.m. in the Council Chambers. 4. ADJOURNMENT: Chairman Watts adjourned the meeting at 9:00 a.m. 4 " t" Board of Public Works A_,-, da June 22, 2005 Page 2 • OFF-SITE DEFERRAL, BARTELL SHORT PLAT, LUA 04-007, 1725 NE,24TH STREET The applicant is submitting a request to defer the installation of plantings near the detention pond and to defer the installation of a spillway located at the outfall of the pond, so the applicant can record the short plat. The deferral request is for a period of approximately 90 -120 days (summer/fall of 2005). The extended time line would allow the pond to dry up, so the spillway can be constructed and would allow the plants to be installed in dryer weather. Recommendation: The staff recommends the Board grant the request for deferral subject to the following conditions: I. The applicant provides a security device acceptable to the Board to cover the deferred items. Device shall be in place prior to recording of the short plat. The security device shall cover 150% ofthe costs of the deferred improvements. Estimated cost of deferred items is $9,000.00. 2. In accordance with the HPA permit time line, deferred items shall be constructed and installed by September 30,2005. • ON/OFF-SITE DEFERRAL, STONERIDGE aka: WINDSTONE PLAT, LUA 04-040, 148 TIl AVE SE & NE 17TH STREET The applicant is requesting a deferral for installation of street trees, final lift of asphalt within the plat, on-site park improvements, street plans, and street improvements on 1 48th Ave SE (Nile Ave NE), including curb, gutter, drainage, sidewalk, and street lighting. Applicant is requesting to defer installation of street trees and final lift of asphalt within the plat for a period of two years, on-site park improvements for a period of four months (summer of 2005), and street improvement on 148th (Nile) within 60 days of approval by King County. Recommendation: The staff recommends the Board grant the requests for deferral subject to the following conditions: ' I. The applicant provides a security device acceptable to the Board to cover the deferred items. Device shall be in place prior to recording of the short plat. The security device shall cover 150% of the costs ofthe deferred improvements. 2. Defer installation of street improvements on 14Sth Ave SE (Nile Ave NE), including curb, gutter, storm drainage, sidewalk, final lift of asphalt, and street lighting. Recommend deferral with no occupancy- to any buildings until improvements are installed and approved by the City. Street plans are now approved by King County. Estimated cost of improvements is $126,826.00. Work to be completed by September 30,2005. 'I CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM DATE: July 5,2005 TO: Bonnie Walton, City Clerk's Office Carrie K. Olson, Plan Review X723&J FROM: SUBJECt: BARTELL SHORT PLAT LUA-04-007-SHPL Attached please find the above-referenced original mylar and one copy mylar, and three paper copies of the mylar for recording with King County. Also, attached are two original document to be recorded along with the short plat mylar. The recording instructions in order are as follows: 1. Record the short plat. 2. Record the Deed of Dedication document. 3. Record the Declaration of Joint Access Utilities and Maintenance document. 4. Record the Declaration of Storm Drainage and Maintenance document. 5. Record Sewer Easement document. 6. Record Water Easement document 7. Request King County to write the recording number of the documents on the short plat mylars. 8. Request King County to return the executed copy mylar to us for our records. Please have the Courier take these documents via 4-hour service. A check in the amount of $15.73 made out to CD&L is attached. According to Firiance, the King County recording fees for this and all subsequent plat recordings should be charged to account #000000.007.5590.0060.49.000014. Please caIl me if you have any questions. Thank you. cc: Kayren Kittrick (Notice of Recording) Jan Conklin (please provide PID/recording #'s to Sonja, Carrie, and Patrick) Patrick (Notice to final short plat on Permits Plus) Carrie Olson (Provide any unpaid SOC/SAD fees to Jan for posting to parcels on Pennits Plus) Yellow File \\I;\PlanReview\COI.SON\Shortplats 200S\Bartell SHPL 13m ClerkRecord.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM July 1,2005 Gregg Zimmerman, Administrator Carrie K. Olson, Plan Review X7235(j1) BARTELL SHORT PLAT LUA-04-007-SHPL Technical Services and Development Services have reviewed and recommended approval for the above-mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Yellow File \\I:\PlanReview\COLSON\Shortplats 2005\Bartell SHPL 12m ZimSign.doc CIT~-JFRENTON Kathy Keolker-Wheeler, Mayor June 16,2005 Robert Bartell 1725 N.E. 24th Street Renton, W A 98056 SUBJECT: OFF-SITE DEFERRAL REQUEST BARTELL SHORT PLAT, LUA 04-007 1725 NE 24TH STREET Dear Mr. Bartell: Board of Public Works . On June 1,2005, the Board of Public Works reviewed and granted your request for a deferral for the installation of four streetlights along the frontage of the property on Jones Ave NE and NE 24th Street with the following conditions: 1. The applicant shall provide a security device, acceptable to the Board prior to the recording of the short plat to cover the deferred items at 150% of the cost of the deferred improvements. 2. The installation of streetlights is deferred Until September 1, 2005. As per Ordinance 4521, Section 4-34-14, you have fifteen (15) days from today's date to appeal the Board's decision. Appeals are to be filed in writing with the City Clerk and require a filing fee of $75.00. You may call Jan Illian, Engineering Specialist, at (425) 430-7216 if you have any questions or need additional information. Sincerely, / )~ tJ ~J( [C) rvl0 Neil Watts, Chairman Board of Public Works cc: Marc Rousso Gregg Zimmennan, PfB/PW Administrator Board Members Jan IIlian, Engineering Specialist Mike Dotson, Engineering Specialist LUA 04-007 H:\file Sysl,8PW ® This paper contains 50% recycled material. 30% post consumer AHEAD OF THE CURVE Printed: 05-19-2005 Payment Made: r-~ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-007 05/19/200512:17 PM Receipt Number: R0502663 Total Payment: 13,892.08 Payee: J & M LAND DEVELOPMENT CO Current Payment Made to the Following Items: Trans Account Code 3021 303.000.00.345.85 5045 304.000.00.345.85 5050 305.000.00.344.85 Payments made for this receipt Description Park Mitigation Fee Fire Mitigation-SFR Traffic Mitigation Fee Trans Method Description Amount Payment Check #4027 13,892.08 Account Balances Amount 4,246.08 3,904.00 5,742.00 Trans Account Code Description Balance Due 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 5014 000.345.81.00.0011 5015 000.345.81.00.0012 5016 000.345.81.00.0013 5017 000.345.81.00.0014 5018 000.345.81.00.0015 5019 000.345.81.00.0016 5020 000.345.81.00.0017 5021 000.345.81.00.0018 5022 000.345.81.00.0019 5023 0 5024 000.345.81.00.0024 5036 000.345.81.00.0005 5045 304.000.00.345.85 5050 305.000.00.344.85 5909 000.341.60.00.0024 5941 000.341.50.00.0000 5954 604.237.00.00.0000 5955 000.05.519.90.42.1 5998 000.231.70.00.0000 Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Temp Use or Fence Review Variance Fees Conditional Approval Fee Comprehensive Plan Amend Fire Mitigation-SFR Traffic Mitigation Fee Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 April IS, 2005 Court Case: Herons Forever, CRT-05-005 Court Case: SR 900 LLC & Quarry Industrial Park, CRT- 05-004 Lease: Vykor, 200 Mill Building (1st &5th Floors), LAG-02-002 COn1munity Services: 2005 Waterfowl Management Interlocal Agreement Development Services: Bartell Short Plat, ROW Dedication, Jones Ave NE & NE 24th St Plat: Christelle Ridge, SE 95th Way, PP-04-100 CAG: 01-071, Maple Valley Hwy HOV, Perteet Engineering CAG: 04-013, North Renton Infrastructure Improvements, W&HPacific Utility: Clean Sweep Renton Program RESOLUTIONS AND ORDINANCES Resolution #3749 Community Services: 2005 Waterfowl Management Interlocal Agreement Renton City Council Minutes Page 139 Court Case filed on behalf of Herons Forever by David S. Mann, Gendler & Mann, LLP, 1424 4th Ave., Suite 1015, Seattle, 98101, requesting review of Renton's land use decisions regarding the Sunset Bluff development project. Refer to City Attorney and Insurance Services. Court Case filed on behalf of SR 900 LLC and Quarry Industrial Park, LLC by David L. Halinen, Halinen Law Offices, P.S., 2115 N. 30th St., Suite 203, Tacoma, 98403, requesting review of Renton's land use decisions regarding the Sunset Bluff residential development project. Refer to City Attorney and Insurance Services. Community Services Department recommended approval of an amendment to the lease with Vykor, Inc. (LAG-02-002) for space on the 1st and 5th floors of the 200 Mill Building, to extend the lease for an additional three to five year term. Refer to Finance Committee. COmmunity Services Department recommended approval of the 2005 interlocal agreement for waterfowl management (egg addling, lethal control, and PQPulation monitoring), at a cost of $2,410, Council concur. (See later this page for resolution.) Development Services Division recommended acceptance of the dedication of additional right-of-way at the comer of Jones Ave. NE and NE 24th St. to fulfill a requirement of the Bartell Short Plat (SHP-04~007). Council concur. Hearing Examiner recommended approval, with conditions, of the Christelle Ridge Preliminary Plat; 22 single-family lots on 3.54 acres located at SE 95th Way and Anacortes Ave. NE (PP-04-100). Council concur. Transportation Systems Division recommended approval of Supplemental Agreement No.5 to CAG-OI-071, agreement with Perteet Engineering, Inc., for additional work in the amount of $38,650 for the Maple Valley Hwy. (SR-169) Improvements Project. Refer to Transportation (Aviation) Committee. Transport'ltion Systems Division recommended approval of Supplemental Agreement No.2 to CAG-04-013, agreement with W&H Pacific, for additional work in the amount of $927,329.59 for the South Lake Washington Roadway Improvements Project. Refer to Transportation (Aviation) Committee. Utility Systems Division recommended approval of the residential cleanup program known as Clean Sweep Renton, and requested approval to appropriate $400,000 from the Solid Waste Utility fund balance to cover the costs of the program. Refer to Utilities Committee. MOVED BY BRIERE, SECONDED BY PERSSON, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. The following resolution was presented for reading and adoption: A resolution was read authorizing the Mayor and City Clerk to enter into an interlocal agreement for the Waterfowl (Canada Goose) Management Program for the year 2005. MOVED BY LAW, SECONDED BY PALMER, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. The following ordinances were presented for first reading and referred to the Council meeting of 4125/2005 for second and final reading: CITY OF RENTON COUNCIL AGENDA BILL Submitting Data: Dept/Div /Board .. Staff Contact ..... . Subject: Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 For Agenda of: April 18,2005 Agenda Status Consent ............. . Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Bartell Ordinance ............ . Short Plat LUA-04-007. Resolution ........... . Exhibits: Deed of Dedication Exhibit Map Vicinity Map Hearing Examiner's Report Recommended Action: Council concur Fiscal Impact: N/A Old Business ....... . New Business ...... . Study Sessions ..... . Information ........ . Approvals: Legal Dept.. ...... . Finance Dept ..... . Other .............. . Expenditure Required... Transfer/Amendment ...... . Amount Budgeted....... Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x x X The area to be dedicated for additional right-of-way is at the corner of Jones Ave NE and NE 24th Street. Bartell Short Plat, LUA04-007 is required by a Hearing Examiner's decision to dedicate a IS-foot corner radius (approx. 46.0 sq.ft.) to insure proper turning radius at street corners for emergency vehicles. Council acceptance of said right-of-way should be completed prior to recording deed with the short plat. STAFF RECOMMENDATION: Staff recommends that Council authorize the Mayor and· City Clerk to execute the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2005\Bartell SHPL 04m AGNBILL.doc Return Address: City aerk's Office City ofRaiton lOSS South Grady Way Rentoa, WA 980S5 DEED OF DEDICATION Property Tu Parcel Number: ~ SIrcCt Intcrreccion: The Gnlltor, for lad iD CCICIIideratioD oflllUlul benefiIa conveys. quit claims, deciiC8tes and donates to the Ormta(s) as umed above, the above dexribed ... estate situated in the County of King. State of WasbiDgton. IN WITNESS WHBREOF,I have hcmulto set my band and seal1he day and year as written below. DBBD.OOC STATB OPWASHINGTON ) SS COUNTY Of lONG ) I certifY IbIt I bow or have IltisfIlClOry evidence thII. Itt"/1 t\ JII. PUl It. IdL Biped thiI instIvmeGt and ICbowJodaed it to be hiIIherftheir he ad ",lIIItary ad for the --JIUIPOSCS meatioaed in CIle iuCn&mcat. 2- Pap 1 Notary Seal must be within box INDlnDUAL FOIlM OF ACIINOWLEDGM6NT STATBOFWASHINGTON )SS COUNlY OF KINO ) -_ ........ , .... ,','\ _ --t.A. HAb \\, ba' t'.l \'4' "'f,() , certify that I know or ve sali5factory evidence that /" .. ~~~ssi(i;;~.~'?·'t" Robut /I, 13 ariel/ -5ign-c:d-th-i&-ia5tns-mc:n(-IIOd- : ... O~ NOr4 ~... ~ acknowledged it to b(§a\Cr/thcir frcc and voluntary act for the uses and purposes ~ : 0 _. ~ y ,;: ~ mentioned in the instrument I' -m. I ./ ~ ~. PuBLIC en : I . '~'. : , ~. ') .' "" ~=---."..,~~£..~~~L:':-L:::.===:;;;~~-------_-~ I, ~· .. ::'9-0G .... ~ .:' " 0;.:-••••••.•• (fp': \\\, WASH\~G _--",", ...... '-- Notary Seal/DIUC be within bol . Notary Sca111W1t be witIWI box DBBD.DOC RJII>&&SIINTATIJ'B J10ItM OF ACM(OWl.6lJGMBNT STA TB OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have sati.factory ovid_ thaI ,1cb~4-H ~v If> { I !()'~ ,£v U~l.(/~ tf.k,/ l£(@w/C,...L siped this iNtrumcnt. on oath stated Chat ho'lhcIthcy was/w«c authoriz;al to CXcalle the insbumc:nt and acknowledged It u thcand ___ -::---:-__ of to be the free ad voltmtary act ofsuch partylpIftiea (or the UICS and ~ mentioned in the matrumcnl /2 I CfIUQIWllr J70IUJI 0' AaNOWLB/)(;MBNT STATBOFWASHlNOTON )ss COUNTY OF KINO ) On thil ___ day of ____ -J, 19_, before me personally appeared ::-.,.-________________ -::-,--_,10 me DOWR 10 be of the c:orpondoa that CJtoculDd the within ~ mel acknowWae !he said ialUwnc:at 10 be the he IIId vobmClly act ud deed of aid 4:OIJIORtioa. for the usee aDd purpota tbcrciu .-tioDed, MId &*II oa .eb IIatcd tH1 bellIbc _lIdhorizcd to execute said inatnunmt IDClIbal the ICaI affixed is the corporato seal of said corporatiOll. Notary Public in and for the State of Washington Notary (Print) ____________ _ My appointment expircs: __________ _ Dated: Pace 2 , , Attachment "A" Bartell Short Plat Right of Way Dedication Beginning at the Northwest comer oflot 294 ofC.D. Hilbnan's Lake Washington Garden of Eden, Division No.4 as recorded in Volume 11 of Plats, page 82, records of King County, Washington; thence North 88°06'54" East, along the North line of said Lot 294, a distance of 14.63 feet to a point of cusp on a curve concave to the Southeast having a radius of 15.00 feet and a central angle of 88°34'30" and being subtended by a chord which bears South 43°49'39" West 20.95 feet; thence Southwesterly along said curve, a distance of 23 .19 feet to the West line of said Lot 294; thence North 00°27'36" West, along said West line, a distance of 14.63 feet to the True Point of Beginning. Containing 46 square feet more or less. Situate in the SE Y4 of the SE Y4 of Section 4 Township 23 North Range 5 East of the Willamette Meridian, County of King, State of Washington. LIMITED POWER OF ArrORNEY BE IT KNOWN, that VtSZ-U'q Pc;.rk,ew.( Z-.. bas made and appointed, and by these presents does make and appoint ~~r H & v-tf t' true and lawful attorney for bimIb.~ and in hisII.!! name, place and stead, for the following specific and limited purposes only: S-11~ do(,,~ re./~ -to ~ s~l'ltCt-q-/ s~{q 4- 172.)" IJ~ '2\1'"""-r~1-t il-ef..\ ~ ~ qr or(, giving and granting said attorney, full power and authority to do and perform all and every act and thing whatsoever ~ to be done in and about the specific and limited pranises (set out herein) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and ooofirming aD that said attorney shaD lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my band and seal this 17 day of ,u II Il eli, 20 IJ~ Sworn to before me this .JL day of mOB e H ,20 eS': iUM.R~ NOTARY PUBLIC My Commission Expires: 6UNDA .. ROBER.S NOTARY PUBLIC STAlE OF WASNNGTON .;oe11S5lON EXPItES IJECE..a 19. 2118 Attachment. "B" Bartell Short Plat Right of Way Dedication SE 1/4, SE 1/4 Sec, 4, TWP 23N, RNG 5E. x ~ NBB "06 ' 54 • E i-. 14.63' NE 24th street ru (T) " ID o . O~ z ..... rn Q) d o ~ ___ Area of Dedication 46 square feet L=23.19' A=SS"34'30' R=15.00' not to scale EXPIRES5-23-2005 _.'. ____ lZL , __ ._._ID.. ~,.,._J;t. 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City Umit,l 5 T23N R5E E 1/2 5305 ~ I May 4, 2004 OFFICE OF THE HEARING EXAMINER CITY OF RENTON D~CISION REPORT AND BE€1fU8IEUtLtTI9N APPLICANT: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: DEVELOPMENT SERVICES REPORT: PUBLIC HEARING: Bob and Alina Bartell 1725 NE 24th Street Renton, WA 98055 Mel Daley DMP, Inc. 726 Auburn Way North Auburn, W A 98002 Bartell Short Plat File No.: LUA-04-007, SHPL-H, V-H, ECF 1725 NE 24th Street Subdivide an approximately I. 72-acre site into 9 lots intended for the development of 8 new detached single-family homes. Development Services Recommendation: Approve with conditions The Development Services Report was received by the Examiner on April 6, 2004. After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: . MINUTES The following minutes area summary of the April 13, 2004 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, April 13, 2004, at 9:04 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Zoning Map application, reports, staff comments, and other material pertinent to the review of the project Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 2 Exhibit No.3: Short Plat Plan Exhibit No.5: Tree Cutting/Land Clearing Plan Exhibit No.7: Copy of Existing Pond and Proposed Future Stream Restoration Exhibit No.4: Utility Plan Exhibit No.6: Revised Short Plat Plan The hearing opened with a presentation of the staff report by Kristina Catlin, Planner, Development Services, City of Renton, ]055 S Grady Way, Renton, Washington 98055. The parcel is approximately 1.72 acres, there is an existing stream channel in the southwest corner of the site and a human-made pond connected to that. The applicant is proposing several stream restoration activities on the site that will rework this area. This project went before the Environmenta] Review Committee, a Determination of Non-Significance -Mitigated with four mitigation measures was issued. No appeals were filed. The subject site is designated Residential Single Family (RSF), the proposal is consistent with this designation .. The proposed density of the short plat is 5.66 dwelling units per acre, which is within the allowed density range ofthe R-8 zone. The stream buffer was not deducted in the calculation because the stream is not classified as a critical area. Most of the proposed lots exceed 4,500 square feet which meets the required minimum dimensions for the R-8 zone. Lots 4, 5 and 6 do not meet the minimum width requirement. They are classified as a pipestem lot, which has a minimum pipestem width of20 feet. Lots 5 and 6 do not meet that requirement, Lot 5 at the narrowest portion is just over] 5 feet and Lot 6 is a triangular shaped lot and the point is considered to have a 0 lot width. The lot lines between Lot 5 and Lot 6 can be adjusted so that they can be considered pipestem lots. All setbacks, with the adjustment to Lots 4, 5, and 6, meet the requirements for the R-8 zone. Each of the proposed lots would support the construction of one detached unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet. Compliance with the building standards will be verified prior to the issuance of building permits for proposed structures on the eight new lots. No parking will be permitted within the proposed private street, since the street is required as emergency access to the proposed lots. The proposed private street will be posted with "No Parking -Fire Lane" signs. Staff recommends that Lot 3 be required to take acces~ from the private street. Also along NE 24th Street, Lot 9 has frontage on NE 24th but also contains the easement that will serve Lot 7. Staff recommends that Lot 9 be required to access from this driveway easement. Each of the proposed lots satisfies the minimum lot area requirements of the R-8 zone. Lots 5 and 6 need to be altered to comply with the minimum lot width and depth; With approval of staff recommendations, Lots I, 2, and 8 would be the only lots with direct driveway access to pubic right-of-way. Due to concerns raised from the neighbors to the east over the proximity of the shared driveway to the east property line, the applicant will be required to install a 6-foot solid fence along the length of the shared driveway easement prior to recording the short plat. FuJI street improvements along NE 24th Street and Jones Avenue NE will be required. These improvements will encroach onto the required stream buffer, therefore, a land variance is being requested also. A Traffic Mitigation fee is required. The subject site is rectangular in shape and re]atively flat. The site is predominantly vegetated with grass, trees and landscaping associated with the existing residence. The applicant intends to remove approximately 40 trees, Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 3 the majority of which are fruit trees. The applicant intends to take care to preserve the existing large trees along the stream and the southern property line. Police and Fire have indicated that sufficient resources exist to furnish services to the proposed development provided that a Fire Mitigation Fee be paid. A Park Mitigation Fee is required. The site is located within the boundaries of the Renton School District and they have indicated that they can accommodate the increased student enrollment. Several surface water features exist in and around the subject property. The human-created pond is not regulated by the City's Critical Area regulations, the stream is subject to a 25-foot buffer under the Tree Cutting and Land Clearing regulations. The street improvements will require a land variance. The objective of the stream restoration project is to return the stream to some semblance of what it was before it was altered to be diverted into this pond. Correspondence was received from the owners directly upstream, south ofthe property, stating that there have been some past issues of flooding on the property that resulted from blockages in the culverts. They had concerns about the appearance of the proposed detention facility. The ERC recommended that the applicant install a grate on the culvert that goes under Jones A venue NE in order to help some of the blockage problems. This site is located within an aquifer protection zone and a water system development charge per new single family lot will be required prior to issuance of the construction permits. The project falls within two sewer assessment districts, the Jones Avenue Sewer Assessment Sewer District and West Kennydale Sewer Assessment Sewer District. Sewer assessment fees are required for each of the Sewer Districts. With regard to the required variance, there are several criteria which must be evaluated for the variance. The variance that is needed is a variance from the 25 foot no touch buffer around a stream, in this case the buffer extends east onto the property and west onto Jones Avenue NE. Any alterations within that right-of-way will fall within that buffer. In this case a variance from the tree cutting and land clearing regulations is necessary because of the presence of the stream in the southwest comer ofthe property. The existing stream runs parallel to Jones Avenue NE, which is also within the stream buffer, and the requirement for a 25-foot buffer from the ordinary high mark of the stream, without this variance the applicant would be unable to install the street improvements that the City of Renton requires. The Examiner inquired as to what the hardship actually was. Ms. Catlin explained that there are two requirements available in this situation, and one requirement states that there must be a 25-foot stream buffer; and the other requirement states that there must be street improvements, and those two requirements cannot coexist together in this situation. The second criteria of granting the variance is that it would not be detrimental to public welfare. The third criteria is that the variance will not constitute a grant or special privilege inconsistent with other properties in the vicinity. This variance would allow this property to subdivide in a manner similar to other properties in the vicinity and install the required street frontage improvements. The Examiner further stated that the City had changed its ordinances in order to protect streams, and just because prior development encroached on what now is a required buffer, does that mean that we should continue to justify it? Ms. Catlin stated that looking at the site now, there is a stream buffer that has been obliterated, it has been totally diverted into a pond on the site. The activity proposed here brings that more into a standard stream channel, which is culverted under Jones and comes out on the west side. What will be seen is a better functioning and protected stream that what is presently on the property. The fourth criteria for the variance is that it's determined by the reviewing official to be the minimum variance needed to accomplish the desired purpose. In this case, it is to allow only the streetfrontage improvements. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 4 Staff recommends approval of the Bartell Short Plat subject to conditions outlined in the Staff Report. Hans Korve, DMP Engineering, 726 Auburn Way North, Auburn, WA 98002 stated that in working with Staff over the past few months, conclusions have been reached, Staff has done a great job with a tight site. The issues involving Lots 4,5, and 6 were resolved with Staff prior to the hearing, twelve copies of the revised plan have been submitted. No modifications were made to the actual lots themselves, the modifications were made in the stems that extended into the driveway easement. The pipestems of each lot was squared off, particularly Lots 5 and 6. The driveway access for Lot 9 was eliminated so that it will take access off the shared driveway easement with the existing house on Lot 7. In regard to the variance, in the southwest corner of the site, the manmade pond currently exists. There is a series of trees up against Jones A venue that form a natural berm between an existing storm water ditch on the west side against Jones Avenue and the stream channel on the east side. There currently is no distinguishing between the stream and the pond. There is no stream today, it simply enters the property and bursts out into a giant pond and then goes under Jones A venue and becomes channelized again. The proposal is to recreate a channel, create a buffer, and then put the storm water pond in the current location of the manmade pond. Larry Burnstad, Watershed Dynamics, PO Box 215, Enumclaw, WA 98022 stated that the ordinary high water line is within four feet at the closest point and seven feet at the furthest point from the property line. Upstream is aconcrete lined pond and is the control point for which the water enters the property site. The culvert will be extended to the east in order to accommodate the street improvements. This limits what can be done in restoring a meandering channel pattern. Several alternatives were looked at but none seemed as attainable as what has been proposed. Kayren Kittrick, Development Services stated that the dedication of the radius curve at the comer of Jones and 24th will be presented to Council as a separate condition. In regard to trees and right-of-way, since the code has changed and there are more beautiful trees existing on the right-of-way or on the edge of the right-of-way and there are some protection limits that are to be held for maintaining the tree if at all possible, staying outside of the crowns and root balls. There are some creative modifications in street standards in order to go around them, pushing the street and sidewalk over as far as possible in order to maintain as many of the trees as possible especially in a location like this where it is part of the stream buffer. It is only a 20-foot pavement, so there is some play area. If the trees are in the way of the utility, then it becomes more problematical. It appears that the way it currently stands, sidewalk and street improvement can be shifted to accommodate the trees. The Examiner inquired as to water runoff. Ms. Kittrick stated that it would have to be figured if infiltration is part of this. The Special Assessment District fees from Kennydale Sewer District are against the entire property, not per lot. Larry Bumstad, stated that in trying to retain the trees on the west side of the property line, one of the things talked about is being able to meander the sidewalk as opposed to a straight sidewalk and using vertical containment such as keystone block so that a small amount of damage is done to the roots on the west side of the tree, but maintain all the root system to the north, south and east which should allow the tree to survive. They could trim the trees up so pedestrians may pass under the trees which would allow maximization of the saving of the trees. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:32 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4,2004 Page 5 Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicants, Bob and Alina Bartell, filed a request for approval of a 9-lot Short Plat together with a variance from land clearing regulations adjacent to a stream. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # I. 3. The Environmental Review Committee (ERe), the City's responsible official, issued a Declaration of Non-Significance -Mitigated (DNS-M) for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located on the southeast comer ofNE 24th Street and Jones Avenue NE at 1725 NE 24th Street. Aberdeen A venue NE is east of the subject site. 6. The subject site is approximately 1.72 acres or 75,024 square feet in area. The parcel is rectangular. The subject site is approximately 294.90 feet long (north to south) by approximately 254.77 feet wide. 7. The subject site is fairly level with a stream running across the southwest corner of the site immediately adjacent to JoneslAvenue. A man-made pond is located east ofthe stream. 8. The subject site was annexed to the City with the adoption of Ordinance 1827 enacted in March 1960. 9. The subject site is currently zoned R-8 (Single Family - 8 dwelling units/acre). 10. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family uses. 11. The subject site contains a home that would be retained on what would be Proposed Lot 7 located in the eastern portion of the site. 12. The applicant proposes dividing the subject site into 9 single-family lots. A storm tract will be located in the southeast comer of the parcel in the location where a pond was located. 13. The lots range in size from 5,000 square feet to approximately 13,743 square feet. 14. Proposed Lots 1,2,3, 7, 8 and 9 would be rectangular lots with access to either Jones or 24th Street. Proposed Lot 7, the location of the existing home would be accessed from an easement to 24th across Proposed Lot 9. 15. Proposed Lots 4,5 and 6 would be interior lots served by an easement road across Proposed Lot 3 and hammerhead turnaround. The easement would run west to Jones Avenue. These three lots would be somewhat wedge shaped. 16. Staff recommended that to reduce the number of driveways on the existing streets and to limit driveways being too close together that Proposed Lot 9 use the easement for Proposed Lot 7 for access Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 6 and Proposed Lot 3 use the easement for Proposed Lots 4, 5 and 6 for its access. In order to protect the lot east of the Proposed Lots 7 and 9 easement staff recommended that a fence be erected. 17. Proposed Lot I is required to dedicate property at the intersection of Jones and 24th in order to create an appropriate radius turn. 18. Proposed wedge-shaped Lots 5 and 6 narrow too much where they join the access easement and do not meet the regulations for pipestem width. Staff noted that the lots could be redesigned to meet code. The applicant agreed to alter the lots. 19. The development of 9 lots after the reduction of sensitive areas and roadways will result in a density of 5.66 units per acre. 20. The residential lot is covered with residential landscaping including grass, trees, shrubs and fruit trees as well as a variety of deciduous and conifers. Many of the trees would be removed to allow for the development of roads and building pads. The applicant would retain some trees along the western stream and some along the south property line. 2 I. Development of 9 single family homes will generate approximately 90 vehicle trips per day or 80 new trips giving credit for the one existing home. 22. The development would add approximately 3 or 4 new students to the school system. These students would be spread across the grades of the Renton School District 23. Storm water will be detained in the southwest corner of the subject site. It will be released to an in- street system. 24. The stream that runs through the site was widened to create a manmade pond. The pond, since it was manmade, is not subject to ordinary critical areas regulations but the vegetation within 25 feet of it can only be cleared with approval of a variance from the Tree Cutting and Land Clearing regulations. Street improvements along Jones would require some clearing and the applicant has applied for a varian~e. As part of its proposal to install the needed improvements along Jones A venue the applicant proposed restoring the stream channel to a more natural state including banks and gradient. Rock weirs to establish a gradient, gravel for a more n~tural streambed, native plantings and other improvements outlined in the applicant's Stream Restoration Plan (February 1,2004) will be installed. 25. There has been some flooding upstream of the subject site since the manmade pond has not functioned effectively at times causing water to backup onto nearby property. The proposed stream restoration plan along with ERC conditions and regulations required for storm water should address some of the problems. Staff reported that there were no downstream storm water problems. 26. The subject site is located in Aquifer Protection Zone 2. 27. The subject site will receive domestic water and sanitary sewer service from the City. CONCLUSIONS: Variance 1. The Reviewing Official shall have authority to grant a variance upon making a determination in writing Bartell Short Plat Fjle No.: LUA-04-007 SHPL-H, V-H, ECF May 4,2004 Page 7 that the conditions specified below have been found to exist: a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification; b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; c. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated; d. That the approval as determined by the Reviewing Official is a minimum variance that will accomplish the desired purpose. It appears that the proposed variance is appropriate given the restoration effort which will provide a more natural stream channel and environment. 2. The stream and its vegetation lie immediately adjacent to an existing street, Jones Avenue NE. It would be very difficult to install the necessary safety improvements including curbs, gutters, and pedestrian sidewalks along Jones if the variance were not approved. A combination of location and topography justify the variance in this case. 3. The approval of the variance should not prove materially detrimental to the subject site, the general public or other property. The removal of the vegetation will allow safety improvements along Jones but the applicant will be repairing an impaired stream course, installing native vegetation and may prevent upstream problems by unclogging the stream's current failing outlet. 4. The applicant would need a variance from either the Tree Cutting regulations or the Street Improvement standards to develop the subject site. The, approval of this variance will allow the restoration of a more natural stream channel. It will aJlow the installation of a consistent roadway profile in this area. 5. The variance clearly involvestradeoffs biItthe stream is in anything but a natural state. Approval of the variance, as noted, will allow the repair of the natural systems and hopefully, rectify some other stream flow and storm water problems. It appears that it is the minimum necessary in this case. Plat 6. The proposed plat appears to serve the public use and interest. The plat creates additional single family lots in an area served by urban services, restores a more natural stream course and may solve some existing drainage problems. 7. The applicant has demonstrated the interior lots, Proposed Lots 4, 5 and 6, can be designed to meet City regulations, particularly those applicable to pipestem access. In addition, access to some exterior lots can be achieved from easement drives and roads rather than separate, independent driveways thereby elim inating additional intersections along both Jones and 24th Street. The recommendations of staff are appropriate to reduce the number of driveways. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4,2004 Page 8 8. Since the access for Proposed Lots 7 and 9 runs along a third party lot, that lot should be protected by a fence. 9. The plat will have an impact on the City's fire, roads and recreational systems. The City has adopted a set of fees that help offset the impacts of development on those public services and those standard fees appear reasonable to offset those impacts. 10. The development of new homes will bring new residents and new noise to the area as well as the impacts on roads and park. The impacts of new populations are not unusual for a single-family community. II. The development of the subject site will increase the tax base of the City. 12. The proposed density of 5.66 dwelling units per acre meets the Zoning Code and Comprehensive Plan. 13. The applicant shall have to create a maintenance agreement for the detention facilities and the private easement roadways. 14. In order to create a smooth intersection radius for Jones and 24th, the applicant shall have to dedicate property subject to review and approval of the City. IS. In conclusion, the proposed plat and variance appear to allow reasonable redevelopment of the subject site and stream subject to the conditions enumerated below. ~C-I~lON.~ It! • .i 1M I"" HS II • Til 'N: The Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the mitigation measures imposed by the Environmental Review Committee. 2. The applicant shall alter the lotboundari~s of Lot 5 and Lot 6 to qualify as pipestem lots meeting the minimum pipestem width requirements prior to short plat recording. 3. The applicant shall post the private street with "No Parking -Fire Lane" signs prior to recording ofthe short plat. 4. The applicant shall place a note on the face ofthe short plat requiring Lot 3 to take access from the private street. 5. The applicant shall place a note on the face of the short plat requiring Lot 9 to access from the shared driveway easement extending south from NE 24th Street to Lot 7. 6. The applicant shall install a 6-foot solid fence along the length of the shared driveway easement prior to recording of the short plat. 7. The applicant shall pay a Traffic Mitigation Fee of $75.00 per additional generated trip prior to short plat recording. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4,2004 Page 9 8. The applicant shall pay a Fire Mitigation Fee based on $488.00 per new single-family lot. 9. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single-family lot. 10. The applicant will have to submit the radius-intersection dedication to the City Council. ORDERED THIS 4th day of May, 2004. FRED J. KA MAN HEARING EXAMINER TRANSMIITED THIS 4th day of May, 2004 to the parties of record: Kristina Catlin 1055 S Grady Way Renton, W A 98055 Kayren Kittrick 1055 South GradyWay Renton, W A 98055 Hans Korve DMP Engineering 726 Auburn Way N Auburn, W A 98002 Larry Burnstad Watershed Dynamics PO Box 215 Enumclaw, W A 98022 Bob & Alina Bartell 1725 NE 24th Street Renton, W A 98055 TRANSMITTED THIS 4th day of May, 2004 to the following: Mayor Kathy Keolker-Wheeler Members, Renton Planning Commission Jay Covington, Chief Administrative Officer Larry Rude, Fire Marshal Lawrence J. Warren, City Attorney Julia Medzegian, Council Liaison Jennifer Henning, Dev. Services Janet Conklin, Dev. Services Gregg Zimmerman; PlanIBldg/PW Admin. Neil Watts, Development Services Director Alex Pietsch, Econ. Dev. Administrator Holly Graber, Dev. Services Larry Meckling, Building Official Utilities System Division Transportation Systems Division King County Journal Pursuant to Title IV, Chapter 8, Section I OOGofthe City'S Code, request for reconsideration must be filed in writing on or before 5:00 p.m., May 18,2004. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 10 " An appeal to the City Council is governed by Title IV, Chapter 8, Section] ] 0, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., May 18,2004. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Councilor final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Faimess Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. , ---··-1····- -ff~( --HL----oc- 1 ~L:::.:::::::-. j 1t-:;,·.--.: ! ; i _._. __ . .l ... L _j .... j_.~._._ ... _ ... _ ..... 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"---1-----_ ... _- E4 -8 T23N R5E E 112 ----lIentoa City Umi\jl R: ];:8 .. ··' .. ::· ;-! ... ,. -" .. . -.-.. -..... ~ .... -..... . 1>4800 R-8 D4 P/BIPW TECHNICAL SERVICES 1lI04IOl 5 T23N R5E E 1/2 "'''''c L-_---'_.L ____________ ._ . . ~ ; FlLECOO[ i -~-----~---~< TREE CVTIl~G/LAND rLEARI~G PLAN ~~ I BARTELL SHO;rr PLAT _ 1=--_-I RENTO!" 'fA ; -.. ---! >=----I z m ~ ~ CJ)I m. 0; ~I -I 0' zl 01 tnl ~i ~l z! enl ::I: 1 -I "1 ~i N! ~ G') m o (J1 m ! • I =Ei • I s:; · I I I I I i :-···-L_--_-::--_· -..:.~~-=-.~~~ ________ , ;-. _ 1-,,[1\I:'fll I --I ~ --~- GENER.Il erILiTlE.) B_~RTELL SHORT f'LH RE"iTON w_~ ==-=-----:::-...:-~---:=--=-:-=_-_====!==+=t~=_=f,"'-=i.i;.;t~~;,-"".,-,-, "2. I-~-~! ~_ CRIETYNTOONF -: .--.--j-.. _-. :()t.t£;~~-~~"E~I;..:..~I: ~..:::,.'!:'!.: .. __ . __ . :"._-_J ___ _ ______ j -___ . ___ . __ ----.----.--.. --._- I ...------. -'1 Hi H I ~fl~i I I I I I I ' I I • ~ Ii Fr~ '-__ -'!,_i _~"'---____________________________________ _ DRlVEWAYEASEMEHT • I i 'II 11 I ~I ! i~ ! ~ i '~ I I ' I· ~ I ~ ~~ ~ .. 's ;~ FllECODE I '0& " NG;l ~: l'Jln~-"tlOI' ~J --,---. : ~.-. ';';';-;1 . J.~~!i . DATE: TO: ROUTE TO: FROM: SUBJECI': CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM June 15,2005 Mike Dotson, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review dO BARTELL SHORT PLAT LUA-04-007-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Short Plat drawings Also provide the following infonnation requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Accented Related Comments NA 1. Project#s 7 As-Builts 1. Cost Data Inventory / Bill of Sale V Easements 1. Water, Sewer Easemerits, Private Declaration Storm (Water, Sewer, Utilities, Drainage & Maintenance, Private Declaration Joint Hydrant, etc.) Access, Utilities & Maintenance Deed of Dedication 1. Square Footage: 46 sq.ft. Restrictive Covenants ./ Maintenance Bond v' Release Permit Bond "< YeS , :.L..,22z;X~-............. ~o::....Io' ~"-,,,. __ ' Date:~ 2? «xJ~ Mike Dotson ~ Cc: Yellow File 1:\PlanReview\COLSON\Shortplats 2005\Bartel\ SHPL 10m PR ReviewStarI.doc r , , . • ,-~, -I I, . I CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM DATE: TO: FROM: SUBJECI': March 28, 2005 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 (5J BARTELL SHORT PLAT LUA-04-007-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Letter of Compliance • Revised Deed of Dedication document • Easement Sanitary Sewer Line • Easement Water Line • Joint Access • Storm Drainage and Maintenance • Short Plat drawings If all review concerns have been addressed; please sign below or return your comments as needed. Thanks. . NOTE: Shouldn't we request a separate Utilities Easement for the exterior ten feet of all lots? Approval:----O...~-:_/_+--::--"~~-7'---"-" ......... '<d---\~ dl., J,'aofA j Date: 4\ 15 \ 2=::;- Robert T SOleJFesGF Cc: Yellow File 1:\PlanReview\COLSON\Shortplats 200S\Bartell SHPL 03m PR-TS ReviewStart.doc DATE: TO: FROM: SUBJECf: ,""" CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM May 10, 2005 Jennifer Henning, Planning Carrie Olson, Plan ReviewQO BARTELLSBORTPLATLUA~l~SBPL Attached is the LUA folder for the short plat. We are in the final review stage of recording this short plat. If you find any short plat requirements that have not been properly addressed, please let me know. Please return comments and folder to me by Monday, May 16,2005, so I can proceed to final recording. Thanks. • Demo Permit #B95034 finaled 7-11-05. • Mitigation Fees have been posted to the LUA and will be paidprior to recording. APproval:~ -{/J~4 J e1iirifer Henning , Date: Cc: Yellow File I:\PlanReview\COLSON\Shortplats 200S\Bartell SHPL 09m PlanningReview.doc " ,.. DATE: TO: FROM: SUBJECT: PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT MEMORANDUM May 23, 2005 Carrie Olson, Plan Review Jennifer Henning, Principal Planner JfV\ Bartell Short Plat, File LUA04-164, SHPL The following issues must be addressed prior to recording of the short plat. 1. The applicant shall comply with the recommendations contained in the Stream Restoration Plan from Watershed Dynamics dated February 1,2003, to the satisfaction ofthe Development Services Division. (ERC Mitigation Measure) 2. The applicant shall install a grate on the exit culvert prior to recording of the short plat. (ERC Mitigation Measure) 3. The applicant shall vegetate the stream and detention facility buffer areas with native vegetation, to the satisfaction 0 the Development Services Division, prior to short plat recording. (ERC Mitigation Measure) 4. The applicant shall post the private street with "No Parking -Fire Lane" signs prior to recording of the short plat. (HEX condition of approval) (J) The applicant shall place a note on the face of the short plat requiring Lot 3 to take access from the private street. (HEX condition of approval) @ The applicant shall place a note on the face of the short plat requiring Lot 9 to access from the shared driveway easement extending south from NE 24th Street to Lot 7. 7. The applicant shall install a 6-foot solid wood fence along the length of the shared driveway easement prior to recording of.the short plat. • . 7 ~'J.:f-o-S~~ ~~1)6Y/~ /-,/<t-~ W ~ 6+t. ;.:;tJ ey>'S(ffl ~. ~~ ·~'5t~··~J~~' ~~1{~~~~T~ ~B~ D~~(1;ltfn) Post-it" Fax Note 7671 Date5/L"? \1#01 ~ pages / To (YJllfC f-From ,j. If eM 11/ 111 CoJDept Co. ;2t/V1f?7h Phone # ttl ') Z. 7; 5' t.{ f 76 Phone # tf t '5 L/?iJ 77-%6 Fax # '-lUi 7..~C;'f't7r Fax # l(Z ':.'I.J;O 77{fO 1 H:\Division.s\Develop.ser\Dev&plan.ing\JTIDMemos\bartell short plat.doc Carrie Olson -Completion List for Bartell From: To: Date: Subject: CC: <marcrousso@aol.com> <jhenning@ci.renton.wa.us> 06/2912005 2:49 PM Completion List for Bartell <colson@ci.renton.wa.us> Good afternoon Jennifer and Carrie, Regarding the May 23rd, 2005 letter: Subject: Bartell Short Plat, File LUA04-164, SHPL The following items have been completed. 1. We currently have an HPA approval with a deferral in place to complete the work. 2. The grate on the exit culvert was installed several weeks ago. 3. We currently have a deferral in place for the planting of all vegetation to be completed in the Fall. 4."No Parking-Fire Lane" signs have been installed on the property. 5. On the short plat th'ere is a note stating that Lot 3 shall access from the private street. 6. On the short plat there is a note stating that Lot 9 shall access from the shared driveway. 7. A 6 foot fence is installed along the length of the shared driveway easement. Thank you for your hard work with this project. We look to record this by the end of the week. All the best, Marc Rousso J & M Land Development 206-948-8899 file:IIC:\Documents%20and%20Settings\colsen\Local%20Settings\Temp\GW}OOOOl.HTM Page 1 of 1 06129/2005 Printed: 05-19-2005 Payment Made: aTY OF RENTON . 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-007 05/19/200512:17 PM Receipt Number: R0502663 Total Payment: 13,892.08 Payee: J & M LAND DEVELOPMENT CO Current Payment Made to the Following Items: Trans Account Code Description 3021 303.000.00.345.85 Park Mitigation Fee 5045 304.000.00.345.85 Fire Mitigation-SFR 5050 305.000.00.344.85 Traffic Mitigation Fee Payments made for this receipt Trans Method Description Amount Payment Check #4027 13,892.08 Account Balances Amount 4,246.08 3,904.00 5,742.00 Trans Account Code Description Balance Due 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 5014 000.345.81.00.0011 5015 000.345.81.00.0012 5016 000.345.81.00.0013 5017 000.345.81.00.0014 5018 000.345.81.00.0015 5019 000.345.81.00.0016 5020 000.345.81.00.0017 5021 000.345.81.00.0018 5022 000.345.81.00.0019 5023 0 5024 000.345.81.00.0024 5036 000.345.81.00.0005 5045 304.000.00.345.85 5050 305.000.00.344.85 5909 000.341.60.00.0024 5941 000.341.50.00.0000 5954 604.237.00.00.0000 5955 000.05.519.90.42.1 5998 000.231.70.00.0000 Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Temp Use or Fence Review Variance Fees Conditional Approval Fee Comprehensive Plan Amend Fire Mitigation-SFR Traffic Mitigation Fee Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 BOARD OF PUBLIC WORKS REFERRAL ACTION ITEM SUMMARY COORDINATOR'S SUMMATION: 6-20-05 Bartell Short Plat -File No.: LUA 04-007 1715 -NE 24th Street Title IV Renton Development Regulations Chapter 9 Procedures and Review Criteria 4-9-60 Deferral of Improvements C. Board of Public Works Deferral of Plat Improvements or Deferral of Other On/Off-Site Improvements Beyond Temporary Occupancy Permit. STAFF RECOMMENDATION: The staff recommends the Board grant the request for deferral subject to the following conditions: ~ The applicant provides a security device acceptable to the Board to cover the deferred items. Device shall be in place prior to recording of the short plat. The security device shall cover 150% of the costs of the deferred improvements. Estimated cost of items to be deferred items is $9,000. 2. In accordance with the HP A permit time line, deferred items shall be constructed and installed by September 30,2005. SUMMARY OF REQUEST: (See attached letter & maps) The applicant is submitting a request to defer the installation of plantings near the detention pond and to defer the installation of a spillway located at the outfall of the pond, so the applicant can record the short plat. The deferral request is for a period of approximately 90-120 days (summerlfall of 2005). The extended time line would allow the pond to dry up, so the spillway can be constructed and would allow the plants to be installed in dryer weather. BACKGROUND INFORMATION: The proposed short plat is a subdivision of 1.72 -acre to be subdivided into 9 lots. Applicant has submitted a previous request to defer the installation of four streetlights in NE 24th Street and Jones Ave NE. The request was approved by the Board. cc: Mike Dotson -Plan Review H:\File Sys\BPW -Board of Public Works\BPW-02 -Deferrals\BPW-02 Deferrals 2005\Bartell SPPlat2 REC .doc June 29, 2005 Mr. Marc Rousso J & M Land Development P.O. Box 2566 Renton W A 98056 SUBJECT: BARTELL SHORT PLAT LUA-04-007-SHPL Dear Mr. Rousso: You may submit the signed and notarized short plat mylar (one original mylar and one copy (on mylar) of each sheet). I have your check in the amount of $15.73 (current courier fee) made out to CP&L. Should you need to discuss any portion of this letter please contact me at (425) 430-7235. Sincerely, Carrie K. Olson Development Services, Plan Review C:\Docwnents and Settings\colsen\Local Settings\Temp\Bartell SHPL II L RequestMylarStop.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM May 2, 2005 City Clerk's Office Carrie K. Olson, x7235 Development Services, Plan Review BARTELL SHORT PLAT Deed of Dedication Attached is the original BARTELL SHORT PLAT Deed of Dedication document that was accepted at the Monday, April 18,2005, council meeting. Please route for signature by the Mayor and City Clerk and return to me for further processing. Thanks. Also, have Mayor sign three (I-original, 2-copies) Real Estate Excise Tax Affidavit form and return. cc: Yellow File \\TS_SERVER\sYS2\COMMON\I:\PlanReview\COLSON\Shortplats 2005\Bartell SHPL 08m RequestMayor-ClerkSignDeed.doc " .~- RetrP1I Address: City Clcdc's Officc City ofRcaton lOSS SoutbGndyW.y Renton, WA 98055 I'ropeI1y Tax Parcel Number: ~ The Gnntor. for aDd ia ~ ofmulull beoefitB conveys, quit claims, dediClta and donates to the Grauta(s) as DImCd abovc, cbe above deiaibed real estate situated ill the County of King. Stale ofWasbiagtoa. IN WITNESS WHEREOF, I have hcmuato set my band and seal the day 8JId year as written below. DBBD.DOC STATE OF WASHINGTON ) ss COUNTY OF KING) /}, I certif)' tbat I bow or havc IltiJfIletoJy evidaM:e thalL/I! '\ JIl. B «11. !tIL signed dUs instnuneat and ICknow1edpcI it to be hiIIbedIbeir free IIIId voluntary ad fill' the _ and JMDPCISI'S mentioned ill the iasCrIuDeat. Pap. , \ Notary Seal must be within box --, ............ ,', INDlfIlDV.A£ FOIIM OF .ACKNOWLEDGM6NT STATBOFWASHINGTON )SS COUNlY OF KINO ) --.. A H " --~ 1"4" 4/?,() " J certify that I know or have satisfactory evidence that / /~~ssjolv~:~1l'\ gober! II. E ay!ell -Sign-cd-th-i&-in-/iCnJ-mcn-,-an-d t :'o~ NOT)' 'to... ~ aclmowlcdgcd illo ~/lhcir lice IIIId voJunbly act for the uses and purposes ~ : (J "'?y ~ ~ ~ mentioned in the instrument .,: ............ m: "I /~ ~ ~ ~(j8LIC rtJ .: t ... '~'. : ~ ~_-r I ~. ."l .,; -:-:-~--=.f/..~~:"""':~~~~~::::;~:";::~---------I " ~"'~-9-06 ..... ~ ~ " 0,(:-·· .... ·· '!..O: '\\\ WASH\~G _--""", .... -- Notary Seal must be wifhjn box UIWIlSBNr.ATlYB FOVI OF .AaNOWLElJGMBNT STA 1'E OP WASHINGTON ) 55 COUNTY OF KINO ) , .... """.,',,,. rio~Jt. J-H 8 If {I ~~"0 J. MAIi'!I" I c:atifyfhaUJcnow or have satisfactory evidence thaI' , c-'/ :':-~\"'s~'IO:V"~!:;"i/;'IIttc> la'''-/f;v V'>lcli:. tU,/U(@lJJiC,7.-signedtbi,iJlltrumml,onoath : ~: ••. ~,~-~ . t::J'" \~ "1 stated Chat ho'sMlthey WI3IWCfC autllotUod to excalle the instrument and i / ~~:-r", i.~....~, ack I-'Ned I til and .. in i·\'-,TAi?,k:r.;~ ~ now ..... tas e ______ _ ;;; : c3 _;;'", • --", rn : , of to be the fra: ad voluntary act ohuch ;:: : (I) : ~ party/partiu (or the uses and ~ mcntiDllCld in the instrument \~~?i,i~,~~§tc~J ~/2~~~bficjitii~fi:tht~t:b~~Fa;Kiiiigt(;n-------1 CUUOIADr FOlIItI OF AaNOWUJDGMBNT STATB OF WASHlNaI'ON ) ss COUNTY OF ICING ) On !hia ___ day of ____ ..J. 19-, before IDe personally appeared ~ ________________ ~..,....-_.to me known to be o( the corporation that Cltecutllcllbe wilhin inIInIment. IDd .cbowlod,e the laid iuarumc:ot to be the free and votllDtary let IDd doed o( aid c:orporatioa, for the UIeI aDd purpGlCll therein meotioDod, lad ada oa oeda ICaacd Iba& bola WIllI aulhorizcd to Cltec:ute said instrumalt IDIlIbal the sW aff'lXed is the corporato seal of Aid corporacion. Notary Public in and for the State of Washington Notary (Print) ____________ _ My appointment c:xpircs: ___________ _ Dated: Pale 2 Attachment "A" Bartell Short Plat Right of Way Dedication Beginning at the Northwest comer of lot 294 ofC.D. Hillman's Lake Washington Garden of Eden, Division No.4 as recorded in Volume 11 of Plats, page 82, records ofK.i.llg County, Washington; thence North 88°06'54" East, along the North line of said Lot 294, a distance of 14.63 feet to a point of cusp on a curve concave to the Southeast having a radius of 15.00 feet and a central angle of88°34'30" and being subtended by a chord which bears South 43°49'39" West 20.95 feet; thence Southwesterly along said curve, a distance of 23 .19 feet to the West line of said Lot 294; thence North 00°27'36" West, along said West line, a distance of 14.63 feet to the True Point of Beginning. Containing 46 square feet more or less. Situate in the SE Y4 of the SE Y4 of Section 4 Township 23 North Range 5 East of the Willamette Meridian, County of King, State of Washington. ;".' Attachment "B" Bartell Short Plat Right of Way Dedication SE 1/4, SE 1/4 Sec. 4, TWP 23N, RNG 5E. x ::g NBB '06' 54"E r.... 14.63' NE 24th street C\l IT) " ID o . O~ z ...... fIl Q) ~ o ~ __ Area of Dedication 46 square feet L=23.19' 6=BB '34 ' 30" R=15.00' not to scale EXPIRES 5-23-2005 ... -'.F==-================ LIMITED POWER OF ATTORNEY BE IT KNOWN, that Vlf"Sz-v tq Pc:..r Ii Ie...,. c z..... bas made and appointed, and by these presents does make and appoint ~oL.Rr.+-i-{ & v-tf t' we and lawful attorney for hiJnI!!g and in hisII!:! name, place and stead, for the foUowing specific and limited purposes only: n1'" olo(,,~ re.;~"'to ~ sLo.A-flrc1-ct.-1 s~~ 4- f7Z.}" }J~ "2\f1'L... r~1-I /te",~ L,II\-qrO.l(, giving and granting said attorney, full power and authority to do and perform all and every act and thing whatsoever necessal)' 10 be done in and about the speeific and limited premises (set out herein) as fully, to all intents and purposes, as might or eould be done if personally present, with full power of substitution and revocation, hereby ratifying and eonfirming aU that said attorney shaD lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my band and seal this 17 day of dd II I? eli, 20 tJ~ ~>~VLL.S. Sworn to before me this ~ day of mORe /J' ,20 eS': iUm.R4- NOTARY PUBLIC My Commission Expires: 6l.ENDA .. ROBER.S NOTARY PUBLIC STATE OF WASHNGTON .;oenlSSlON EXHtES DlC8 1& 19.2888 '. PLEASE TYPE OR PRINT REAL ESTATE EXCISE TAX AFFIDAVIT CHAPTER 82.45 RCW -CHAPTER 458·61 WAC This fonn is your receipt when stamped by cashier. FOR USE AT CoilN'rvT REASURER'S (flJCE (Use Fonn No. 84-OO0IB for Reporting Transfers of Controlling Interest of Entity Ownership to the Department of Revenue) THIS AFFIDAVIT WILLNOT BE ACCEPTED UNLESS ALL AREAS 1-7 ARE FULLY COMPLETED Name Robert H Bartell and Alina M Bartell Street 1725 NE 24th St City/StatelZip Renton, WA 98055 ADDRESS TO SEND ALL PROPERTY TAX RELATED CORRESPONDENCE Name ________________________________________ __ Street (same as Grantor information) City/StatelZip Name City of Renton, a Municipal Corporation Street 1055 South Grady Way City/StalelZip Renton, WA 98055 ALL TAX PARCEL NUMBERS 334390-3600 ASSESSED VALUE IF TAX EXEMPT • LEGAL DESCRIPTION 'OF PROPERTY SITUATED IN 0 UNINCORPORA TED, _____________ COUNTY • OR IN CITY OF Renton Street Address (if property is improved): _________________________________________________________________________ _ A portion of the North Half of Lot 294, C.D, Hillmans Lake Washington Garden of Eden No.4, as recorded in Volume 11 of Plats, Page 82, Records of King County, Washington. Situate in the Southeast Quarter of the Southeast Quarter of Section 4, Township 23 North, Range 5 East, W.M. in the City of Renton, King County, Washington. (Please see attachment for complete legal description.) Is this property currently: Classified or designated as forest land? Chapter 84.33 RCW YES NO Classified as current use land (open space, fann b!i !IIi and agricultural, or timber)? Chapter 84.34 RCW Exempt from property tax as a nonprofIl organization? Chapter 84.36 RCW Seller's Exempt Reg. No. Receiving special valuation as historic property? Chapter 84.26 RCW Property Type: III land only o land with previously used building o timber only Principal Use: 0 Apt. (4+ unit) n timber n agricultural Ijj other Road Right-of-Way [j land with new building o land with mobile home o building only o residential r commerciaVindustrial (I) NOTICE OF CONTINUANCE (RCW 84.33 OR RCW 84.34) If the new owner(s) ofland that is classified or designlted as current use or forest land wish to continue the classification or designation of such land, the new owner(s) must sign below. If the new owner(s) do not desire to continue such classification or designation, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be due and payable by the seller or transferor at the time of sale. The county a$essor must determine if the land transferred qualifies to continue classification or designation and must so indicate below. Signatures do not necessarily mean the land will remain in classification or designation. Ifit no longer qualifies, it will be removed and the compensating taxes will be applied. All new owners must sign. This land 0 does 0 does not quality for continuance. Date ____________ _ DEPUTY ASSESSOR (2) NOTICE OF COMPLIANCE (Chapter 84.26 RCW) [fthe new owner(s) of property with special valuation as historic property wish to continue this special valuation the new owner(s) must sign below. If the new owner(s) do not desire to continue such special valuation, all additional tax calculated pursuant to Chapter 84.26 RCW, shall be due and payable by tl,c sellcr or transferor at the time of sale. (3) OWNER(S)SIGNATURE Description of personal property included in gross selling price, both tangible (eg; furniture, equipment, etc.) or intangible (eg; goodwill, agreement not to compete, etc.) If exemption claimed, list WAC number and explanation. WAC No. (Sec/Sub) 458-61-420 (1)(b) Explanation transfer to government as a development requirement Type of Document Deed of Dedication Date of Document_-'8~V....l\ __ ~'_'~I.,I{!;"-=:...--------- Gross Selling Price $, ______________________ ..:..:.-:;;.. Pe~onaIProperty(deduct) $ ____________________ ~~-- Taxable Selling Price $, __________________ ".:..._. __ __ Excise Tax: State $, ______________ .....,..4-______ __ Local $ _____ "7"':::..... ____ _ Delinquent Interest: State $ _____ .....,~---------------- Local $, ____ ~:...-.-------------- Delinquent Penalty $,--"==-____________________ __ Total Due $, ___________________ -"O;;.O:,=.O A MINIMUM OF $2.00 IS DUE AS A PROCESSING FEE AND TAX. AFFIDAVIT [ Certify Under Penalty of Peljury Under The Laws ofThe State of Washington That The Foregoing Is True And Correct. (See back of this form). . v:: ~;::~1~ent WR~l~ U~6JMd Name (print) Karen McFarland, Technical Services AGENT Date and Place of Signing: 04/27/2005 Renton, WA Signature of /~ ,/ n In. ' 'L,."_ n" GranteeiAgent7lfd. ~U1' fAjr ~ Name (print) Kathy Keolk r-Wheeler, MAYOR Date & Place of Signing: Renton, WA Perjury: Perjury is a class C felony which is punishable by imprisonment in the state correctional institution for a maximum tenn of not more than five yea~, or by a fine in an amount fixed by the court of not more than five thousand dolla~ ($5,000.00), or by both imprisonment and tine (RCW 9A.20.020 (I C). REV 84 000 la (3· I 8·99)(PD 4·05·00) FOR TREASURER'S USE ONLY DCOUNTY TREASURER []DEPT. OF REVENUE []COUNTY ASSESSOR []TAXPAYER ';;'. rrie ~Olson -Bartell Short Plat ~-:->'i ,=,================.=P~~g~e=1dl From: To: Date: Subject: Marc, Michael Dotson MarcRousso@aol.com 04/26/2005 3:34:55 PM Bartell Short Plat The following information concerns items remaining to be completed prior to recording the Short Plat: A. Construction inspector "sign-off;" The construction inspector will do a final inspection to insure that all utilities have been installed in accordance with the construction plans. B. As-built plans; The construction permit plan mylars must be updated or replaced with a complete As-Built plan set. All plan sheets, including those constructed per design, must be verified, stamped and signed as "As-Builf' by a licensed surveyor or engineer. The mylars will then be labeled As-Built in large block letters and stamped by a PE or PLS. Submit an ASCI file along with your As-Built drawings. C. Construction Cost Data: Bills of Sale and Cost Data inventories must be prepared and submitted for review. Standard forms are attached. D. After the construction permit is 'signed off' by the inspector, a maintenance bond must be posted with the City. This will be for 10% of the value of the improvements to be turned over to the City. Sample forms for the maintenance bond are included with this letter. The permit bond will be released upon receipt and acceptance of the maintenance bond. E. Final Short Plat Recording Concerns: The plat drawing shall show the same easements and be consistent with the civil drawings. All storm drainage easements that are private shall be clearly labeled on the face of the plat as Private Drainage and Access Easements. You will also need a separate easement document to dedicate a 15' easement for the public Sanitary Sewer and Water main. F. Fees: Traffic Mitigation Fee of $717.75 per single family lot prior to the recording of the plat, Parks Mitigation fee of $530.76 per new single family lot prior to the recording of the plat,and the Fire Mitigation fee of $488 per new single family lot prior to the recording of the plat. Please call me at 425.430.7304 if you have any questions. Michael D. Dotson Engineering -Plan Review email: mdotson@cLrenton.wa.us Office # 425-430-7304 Fax # 425-430-7300 cc: Carrie Olson; Thomas Main I-II "1\ _ .. ..1.:,)-~l::JtJJ .lc.... ,-J ...... 4'::::> 4..)U '(-:lUU f-'. Ul ~I~'" MI ' - \..-1 I I ur-' r<:tJ'j I UI'j r Clrl'Y .' KEN·.l·UN Planning/BuildinglPublic Works Department Gregg Zimmerman P.E.,Admlnlstrator Kathy Keolker·Wheeler, Mayor April 19, 2005 Robert and Alina Bartell, 1725 NE 24th Street Renton VIA 98056 SUBJECT: BARTELJ.. SHQRT PLAT LUA-04-007-SHPL Dear Robert and Alina Bartell: The review submittal on the above-mentioned short plat has been completed and the following comrneritshave been returned. Please review these comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat drawings and , three copies of any related documents. ' SHORT PLAT REVIEW COMMENTS: l 1. -End the legal descriptions (Attachment A), for both the wat~r and, sanitary sewer line . -ease:nent documents, with a reference to: The appropriate quarter section, section, township, range,W'.M., in the City ~f Renton, King County, Washington. Also, note the same on both map exhibits (Attachment B). \ 2.--Siiid map exhibits should not~ the easemen~ centerlines with the appropriate distances I-and b-~arings. As currently shown, the map exhibits do not provide useful information. 3. PLEASE NOTE: The City does not review private agreement and maintenance documents. , , ' 4. Contact Mike Dotson, Plan Reviewer,at425:430-7304, for requirements to be completed on the civil construction portion to your project. , . , Should you need to discuss anyportion of this letter please contact ine at (425) 430-7235. Sincerely, ~~,I~' CSrrie K. Olson ' Development Services, Plan Review "'"------;;> ,FAXED TO: Steve Woods, Centre Point Surveying, 253-661-7719 cc: Mark Rousso 4734 NE 4111 St Renton W A 98059 Yellow File 1:\PlanReview\COLSON'Sbor1pIats 200S\Bartd1 SHPL07L ChmpReqilcstStop.doc ~R ----------~-lO-5-S~S-ou-t~h~G~rn~d~y~W.~a~y~.R~e-n~to~n~,w~as~h~in~g~ro~n~9~8~05~5~-----------~ ~1L() ~ ~-. ., ... _--.. AHEAD OF THE CUltVE TOTAL P.01 DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM April 15,2005 Carrie Olson Sonja J. Fesser $ Bartell Short Plat, LUA-04-007-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: End the legal descriptions (Attachment A), for both the water and sanitary sewer line easement documents, with a reference to: The appropriate quarter section, section, township, range, W.M., in the City of Renton, King County, Washington. Also, note the same on both map exhibits (Attachment B). Said map exhibits should note the easement centerlines with the appropriate distances and bearings. As currently shown, the map exhibits do not provide useful information. PLEASE NOTE: The City does not review private agreement and maintenance documents. Comments for the Project Manager: Make sure the recording instructions include a note about the cross-referencing of recording numbers between the short plat and the easement documents and the dedication deed. The legal descriptions attached to both the Declaration of Joint Access, Utilities and Maintenance document and the Declaration of Storm Drainage and Maintenance document also reference the recording number of this short plat, when recorded. Be sure that said documents are recorded after the short plat but concurrently with the short plat. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RV0504I3.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM April 19,2005 Karen McFarland, Technical Services Carrie Olson, Plan Review x-7235 cf) REQUEST FOR EXCISE TAX FORM FOR DEED OF DEDICATION -Bartell Short Plat LUA-04-007 Attached is a copy of the Deed of Dedication for the Bartell Short Plat. Please provide a completed Excise Tax Form for the Mayor's signature and return to me by Tuesday, April 26, 2005, for further processing. According to King County's requirements a copy of the legal description should also be attached to each page of the REETA Form after it is filled out. 1 original and 2 copies. If you have questions regarding this request, please let me know. Thanks. I;\PlanReview\COLSON'Shortplats 200S\Bartell SHPL 06m ReqExciseTaxFonn.doc r I -, CITY OF RENTON COUNCIL AGENDA BILL Submitting Data: Dept/Div/Board .. Staff Contact. ..... Subject: Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 Acceptance of additional right-of-way to comply with City of Renton code for new short plats and the Bartell Short Plat LUA-04-007. For Agenda of: April 18, 2005 Agenda Status Consent ............. . x Public Hearing .. Correspondence. . CONCUa,RENCE . DAtE :t-J.r-DS Ordmance ............. I-~-=~~~~~:-I . NM.(E INITIAUDA1~ ResolutIOn ............ &9h?aP lf1i<O-:J-fj-F:5 Old Business........ ~1 IS /vew r-----------------~--------------~ ~;Tt(j, N~o/~j,~ Exhibits: New Business....... /' I-~. ,-:?.-, I.-CftR...eq§LI I;~' "C''7/Z:1 Deed of Dedication Study Sessions-:..... 1-· , EXhibit Map Vicinity Map Hearing Examiner's Report Recommended Action: Council concur Fiscal Impact: N/A Information ........ . Approvals: Legal Dept ........ . Finance Dept. .... . Other .......... ~ ... . Expenditure Required... Transfer/Amendment. ..... . Amount Budgeted.. . . . . . Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x X The area to be dedicated for additional right-of-way is jlt the corner of Jones Ave NE and NE 24th Street. Bartell Short Plat, LUA04-007 is required by! a Hearing Examiner's decision to dedicate a 15-foot corner radius (approx. 46.0 sq.ft.) to insure proper turning radius at street corners for emergency vehicles. Council acceptance of said right-of-way should be completed prior to recording deed with the short plat. STAFF RECOMMENDATION: Staff recommends that Council authorize the Mayor and City Clerk to execute the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2005\Bartell SHPL 04m AGNBILL.doc :r 1'. -~ , '",' ,,' , , .'." .... ,: ,,' :,.- ,1 " . , . ~ ... ; .. ~ .: ., .. '-"': .. :1 .-,.:.'"':....,. ' ... , : • '·r " ',. -:-, . ,~. ,', ':",' " " 0 ......... . ...... ~ c" "'-'" -' r o.'· .. ,' . ." ... ... ': ... ',' ,;,' ,,: . ... :., ": ., .', -" , ~'. '1..' .-:-;. .-' . , '1 ," :. ~ I . ' .. ." "~ -.' , ( •• 1,: " C". ," " -," ,,' . . ' .. ~ .. " ,"' " . "i': ',f , '~~' :: ..... ,. '-.. " ',' .".. ~ ' . ;t-; .... ;;-~ . '~ . ,,~ ~ .. " . . ... -., '. .... ' . ~. . , .... ~-.. -','" ~. :. " ' ',; _ ~ .~ r, '. <; .. : .', DATE: TO: FROM:, SuaJECT: CITY OF RENTON, ,', PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM ; March 28,2005 '~ariyWarreIi, City Attorney Carrie Olson, Plan Review, x-7235 BARTELL SHORT PLAT ~LUA~07, ))EEDOFDEDlCA110N FORM REVIEW Attached foryuur review is the revised Deed of I)edication required for th~ BartelL Shott PlliL Please review as to legal fonn, This document is not fully executed, but will be by the time of recotding~' , Our target, date for, presenting agenda biU to Council is April 18: 2005. Please review 'and return comn,.ents to me·as soon as poSsible. ·Th~nks; Cc: Yellow File I:\PlanReview\CQLSON'Shortplats 200S\Bartell SHPL 05m Attotne),DeedReview.doc CITY OF RENTON COUNCIL AGENDA BILL Submitting Data: Dept/Div /Board .. Staff Contact ..... . Subject: Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 I AI#: For Agenda of: April 18, 2005 Agenda Status Consent ............. . Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Bartell Ordinance ............ . Short Plat LUA-04-007. Resolution ........... . Exhibits: Deed of Dedication Exhibit Map Vicinity Map Hearing Examiner's Report Recommended Action: Council concur Fiscal Impact: N/ A Old Business ....... . New Business ...... . Study Sessions ..... . Information ........ . Approvals: Legal Dept ........ . Finance Dept ..... . Other .............. . Expenditure Required .. , Transfer/Amendment ...... . Amount Budgeted. . . . .. . Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x x X The area to be dedicated for additional right-of-way is at the corner of Jones Ave NE and NE 24th Street. Bartell Short Plat, LUA04-007 is required by a Hearing Examiner's decision to dedicate a 15-foot corner radius (approx. 46.0 sq.ft.) to insure proper turning radius at street corners for emergency vehicles. Council acceptance of said right-of-way should be completed prior to recording deed with the short plat. STAFF RECOMMENDATION: Staff recommends that Council authorize the Mayor and City Clerk to execute the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2005\Bartell SHPL 04m AGNBILL.doc CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM DATE: TO: FROM: SUBJECT: March 28, 2005 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 BARTELL SHORT PLAT LUA-04-007-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Letter of Compliance • Revised Deed of Dedication document • Easement Sanitary Sewer Line • Easement Water Line • Joint Access • Storm Drainage and Maintenance • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. NOTE: Shouldn't we request a separate Utilities Easement for the exterior ten feet of all lots? Approval: ______________ ,'--_________ , Date: ____ _ Robert T Mac Onie, Jr. Sonja Fesser Cc: Yellow File I:\PlanReview\COLSON'Shortplats 200S\Bartell SHPL 03m PR-TS ReviewStart.doc CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM DATE: March 28, 2005 TO: Mike Dotson, Plan Review ROUTE TO: Kayren Kittrick, Plan Review FROM: Carrie Olson, Plan Review SUBJECT: BARTELL SHORT PLAT LUA-04-007-SBPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Letter Of Compliance • Revised Deed of Dedication document • Easement Sanitary Sewer Line • Easement Water Line • Short Plat drawings NOTE: Shouldn't we request a separate Utilities Easement for the exterior ten feet of all lots? , IO/~oN-~~~ ~ ·~~1~· Approval: ________________________ , Date: ____ _ Kayren Kittrick Mike Dotson Cc: Yellow File I; R.hlm Addr.ss: City Clerk's Office City of RIDtoa 200 MiD Awaauo South Rcntoa. WA910SS-2189 GraneorCs): . Gr&Dtee{s): 1. ~ #-8ArIcJI 1. City of Renton. a Municipal Corpor.Won ~ , , 'L n. C,. ... r. u --1bow.1iw IX'''' fa ""';daMim oe ..... IIcadi ... 1Iercbt .... 1IIIpiaI.1ClI. -S ddiyco to !he IIxwe limed c ........ dtalailowlDa decibcd pnJpCdy: Additiaoellepl iI OIIJIIIC _ of ~ (MIl.,..,.,. ".., ",.",." ~/rJST,. ""eo} • I.-I I , r-:. r- LEGAL DBSaUPnON: T 1... 0(.. /II",........... '" (l r D-r- LDf-2,1'1 of-CD "";1I,"4¥I~ ~ c.J~h.""5 k. e,~J~ ct= .rJ~, D,v.'.S,'OV\ ,.1,,_ ~ \/" ItI~ ", ;:>as" SZ:. ThaI aid Granaor(s). for aDd iD c:oasidcraIloa of muaual bcudiII, do by iliac PRSCDIS.1IaDt. barpiJa. scU. COIMJ. aDd wanub 1Udo Ihc aicI 0 ...... ill,..,..,..". ud usipa. .. a_for CJIIUICIICY aa:as over, UDder, IIarouP. ICIaSI ad upon 1M .". cleaibed prapeItT (010 ript-of-way) ia lCiDJ 0Jua1y. Wuhla&lOL This PascmcrallWllUll with tho Iud dc&allcd bcrc:iu. aDd IIIaU be bindia& upoa the panics. tbcJr heirs, alCClCSlOn ill inIacst lad usipas. GranIOrI ~ tIIat tJae.y lie tile lawful O'NIICISoCthc aIJovc properties and dial Ibcy laaw • JOOd aacI lawfuJ riP110 execute tbiJ ap::cmcnl By tbJs CDnYepACe. Graalor will wamant and defend the ale hereby II1.1dc unto lhc GranlcC agaillSl all and cvtIy pcnDD or persons. wbomsocver, lawfully claimiq or to claim the same.. This coJlYC18llCC shall bind the heirs. cxCCUlors, adminiMralors and assiPi loi1:v'cr: li \ q '2f!l$ IN WITNeSS WBEREOP,IIid 0ruIar ........ Chit iaslrulllalllo be exetUkd Ibis _day 0( fie. ~_. i: GranW~~1 dtiltn jJJ. ~tIl Robert H. Bartell ?lff11!W/! fMivuvr ~ Alina M. Bartell .' • £1......, ./ tL:re "'-0/ C. "";? Urszula Narklewlcz ' ........ " <-- State of Washington ) i! )SS County of_-6-D-,,-,,'_'fI_~ t-\;;' ,..:.--~) I certify that I know or have satisfactory evidence that·Rebert H. Bartell, Alina M. Bartell, husband and wife, signed this instrument and acknowledged it to be their free and voluntary act for the uses and g~.~l?Q~,~~, mentioned in the instrument ~~ ... "'" \ lit" ": .~, ~~~.I~..\.J. !'.;.f.1./?>,l.f (7~):~;\':'~~J· :~~\j ;?~ (j) "\. I: (~ ': : ~.~~ .~; ..... ~\ .' , ... :' .. ~~'~ .• _f. ".:, \ /." •.• , ... ' .... , ;.,. _ ft .. .:,::'_ ~~ .. ,,;"'" ~ ~ .;: ....... ,.-"-.... '., ..... State of Washington County of t;'n 1 ) )SS ) ~r.)~4tf( I certify that I know or have satisfactory evidence that Hrs~tlla ?~ru kiewicz, signed this instrument and acknowledged it to be)ret-free and voluntary act for the uses and purposes mentioned in the instrument. hts~~ / ., .. ~.~ , .... :./. • ._ •• < ';/..r." Y . 1 - _---""'" __ ~ __ _L~,~~~~-,~---------- --~. M. H-1 '\, Notary Public in ana for the State of Washington, ~ •• , •••• ". 1;>..0 't N (.) it? J A ~ ~ .... ~\SS/O~ •• ~ I, otary Pnnt ~ fVL . L:J'~ r ""o~ ~:""fJ " My appointment expires: ,;J. ~tJ~ f :' () NO/"1~ ~ ~ ~ ----'----'--=---- I. ......, r:D: ~ Dated: ___ ;;.L.---""d...~/_--=O=--5=:-______ _ 1cJ>' ,1:)/, m·, " :..\:. veLte '" : , / >.A' . ., .. t I, «,"":'9 .• ' '" '!' O;::-·· .. ~?~ .... ··~ ~ . 11~:''''r 'Ii'-\G~O .:-t,:> 1, ............ __ -- / ,- ATTACHMENT "A" SANITARY SEWER EASEMENT DESCRIPTION That portion of the following described property: The North half of Lot 294 ofC.D. Hillman's Lake Washington Garden of Eden, Division No.4, EXCEPT that portion heretofore conveyed to the City of Seattle as recorded in Volume 11, page 82, Records of King County, Washington, subject to easements and restrictions on record. Lying within a 15.00 foot wide strip ofland, being 7.50 feet both sides of the following described centerline: Commencing at the Southwest corner of said property; thence North 00°27'36" West, along the West line of said property, a distance of 115.00 feet to the True Point of Beginning; thence North 88°06'54" East, a distance of 113.84 feet; thence North 01°53'06" West, a distance of95.42 feet; thence South 01°53'06" East, a distance of95.42 feet; thence North 88°06'54" East, a distance of52.00 feet to the terminus of said centerline. It is the intent of this description that sidelines shall extend or truncate to intersect at boundary lines and intersections. All being in the Southeast quarter of the Southeast quarter of Section 4, Township 23 North, Range 5 East of the Willamette Meridian, in the City of Renton, County of King, State of . Washington. , -, SE 1/4, Attachment "B" Sanitary Sewer Easement SE 1/4 Sec. 4, TWP 23N, RNG 5E. NE 24th Street 15' Public Sewer Easement, TRUE POINT OF BEGINNING not to scale . ~ · .. ' . F=====================-===========================================~ LIMITED POWER OF ATTORNEY BE IT KNOWN, that V~S2-U Iq llQ.r k fe "'" r z.... has made and appointed, and by these presents does make and appoint ~O~+-j.{ & v-tf t I true and lawful attorney for himI!!9' and in h~ name, place and stead, for the following specific and limited purposes only: 3'1'" do(v~ I'e;~ 1"0 ~ sLcA-flcc1-c:vJ s'({q 4- 172..) ,u£ 'l\j'1t... r~l-, t2.e,-1.~ ~ Q1>OS-b giving and granting said attorney, full power and authority to do and perfonn all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out herein) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confinning all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 17 day of .u II 8. Cli ,20 lJ~ Sworn to before me this ~ day of m fiB (! H' ,20 f)~ iUM.R4- NOTARY PUBLIC My Commission Expires: 8lENDA M. ROBERTS NOTARY PUBLIC STATE OF WASHINGTON .,,'OMIISSION EXPIRES DfCEMBER 19. 2008 IUlllm Addr.u: City Clerk', Office City of ReaIoo 200 Mill Avcauo South kenlDIl, WA 910"·2119 Tide: EASEMENT .ror tJ~ L~ Plvjcct File .: Grantor,,}:. n.L" . 1. Robvf H ~" :5. ~z.v.D.. 1. City or Renton. a Municipal CorponWon 2 J; ~"",,1'~wjc..z..... n. Cn ...... II ..... abow. for or ud ia ~ or .... IIeaefi ... IIa'cbf ..... bupiu.1dIa m1 ddiyCB 10 dae -..e ...... Gnatee.1he follnlDa cb:IiIIaI propaty. Addi ..... 1cpI is lID JII&C...:L-of ~ (.UInri.,~ 1q.J ia~1f "IUST ,. "~e.J "'rl J J -I J '" lit , P _'-.f" LEGAL DBSClUP110N: ,No. ~ Lor Lo+-Z1'1 Or CD "':I'm~ h~ Lo.kt-~t....V.5-1-cr-GaM tY' of GJ~I V''':5; Ow" No. q, tiD 111m< ", ~~ 8'Z.. That aid 0a0I0r(1). (or and in toaSidcralioA of mutuai bcoc6ta. do by IhcIc pRSCDLI. put, barpla, scU. COIMJ. ud WIRIDII UDIo Ihc aiel OIlDloc. illlUCCCllOll ud usiPl. aD a __ ", for ~ ICCCIS over, UDder. UuvuaJa. ICIOSS and upon Iho IIbcwe described prapcrty (tho ripa-oC-way) ill KiD, Cowary. Waddnpll. This CUCIDCIId .baIllUll with tho Iud dcsaibcd hc:n:io. aad. ahaU be:; biIIdiJI~ upoa the pulia, Ibcir lacia. IKCICIIOlI ia inIaat and asiips. Gramors covcnaat tJaat tJIcy an: the lawful OWDCI'I oClbc above proper1ics and dlallhcy"YO I &ood IIld lawful rilbt 10 execute t.bir IgRement By IhJs COIIVCJUlCIC. Ol'lJllOr .01 warnnl and dcCcnd tho sale hereby made unlo die Onmlcc agaiDS( all and cvay penoa or JIUSIODS. wIIomsaever. lawflllJl tlaJlJIiq or to cIa.Im the same. This c:oavqua: shaD biPd the beirs. CXCICUIOrs. adIDinistdIOJ'I lAd assips Corm:r. IN WITNESS WHEREOF •• 0IUkIr ... caIUeIllhiJ iuIruaacDll.o be CXCCUICd auf' ~ day or ~ . . : .' State of Washington State of Washington Countyof k1'v11 ) )SS ) f&{PI-I{Cad-f(( I certify that I know or have satisfactory evidence that lJi:siffila ~larkiewit:z, signed this instrument and acknowledged it to be.art free and voluntary act for the uses and purposes mentioned in the instrument. hiS ~ ~. Notary Public in and for the State of Washington, Notary (Print) g 11 fllI~ My appointment expires: d) ~p Dated: '<} -d-{-O~ ATTACHMENT "A" WATER EASEMENT DESCRIPTION That portion of the following described property: The North half of Lot 294 ofC.D. Hillman's Lake Washington Garden of Eden, Division No.4, EXCEPT that portion heretofore conveyed to the City of Seattle as recorded in Volume 11, page 82, Records of King County, Washington, subject to easements and restrictions on record. Lying within a 15.00 foot wide strip ofland, being 7.50 feet both sides of the following described centerline: Commencing at the Southwest corner of said property; thence North 00°27'36" West, along the West line of said property, a distance of 109.00 feet to the True Point of Beginning; thence North 88°06'54" East, a distance of 165.97 feet to the terminus of said centerline. It is the intent of this description that sidelines shall extend or truncate to intersect at boundary lines and intersections. . All being in the Southeast quarter of the Southeast quarter of Section 4, Township 23 North, Range 5 East ofthe Willamette Meridian, in the City of Renton, County of King, State of Washington. 0 0 en 0 ~ ;3: : to m r-.. ~ 0 0 z: Attachment "B" Water Easement SE 1/4. SE 1/4 Sec. 4. TWP 23N. RNG 5E. NE 24th Street r..: TRUE POINT F BEGINNING not to scale EXPIRES5-23-2005 .-. . ~F=================================================================~ LIMITED POWER OF ATTORNEY BE IT KNOWN, that V"-S2.U Iq /leU' k Ie w, r z.... has made and appointed, and by these presentS does make and appoint ~o~.f-H. & v'-If l t true and lawful attorney for himJh,Jl and in hisll:!! name, place and ste~ for the following specific and limited purposes only: "'1'" do{v~ 1'e.1~~ ;-0 ~ sLcA-I",.j-q~ s~{q 4- 172..) iJ~ 'l\f~ f~r I tlefA.~ ~ q~OJ(, giving and granting said attorney, full power and authority to do and perfonn all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out herein) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confinning all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 17 day of &1 A f? eli, 20 0>. ~>~VLL.S. S~orn to before me this ~ day of m fiR C H" ,20 f)~ iUM.~~ NOTARY PUBLIC My Commission Expires: GLENDA M. ROBERTS NOTARY PUBLIC STATE OF WASHINGTON .;OMMSSION EXPIRES DECMER 19. 2008 \. " ,. Kathy Keolker-Wheeler, Mayor CITY v-F RENTON PlamiinglBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator March 7,2005 Robert and Alina Bartell 1725NE 24th Street Renton W A 98056 SUBJECT: BARTELL SHORT PLAT LUA-04-007-SHPL Dear Robert and Alina Bartell: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these comments' and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat drawings and of any related documents. ' SHORT PLAT REVIEW COMMENTS: 1. The legal description for the subject short plat property stiII notes an exception for a portion of said parcel conveyed to the City of Seattle as ~ecprded in Volume 11, Page 82, Records of King County, Washington. Volume 11, Page 82 refers to the underlying plat ofe.D. Hillman's Lake Washington. Garden of Eden DivisionNo.4. The last two recorded conveying documents for the subject,property, King County Rec. Nos. 9506200935 and 9311303066, do notinclude this exception. Said exception also does not appear in the legal ;descriptlon 'ofthe Pacific NorthwesfTitIe Company Short Plat Certificate OiderNo. 552525,dated November 7, 2003, and updated on January 29, 2005. Where does this exception cOme from? . 2. The City of Renton land record number (LND-40~0367) needs to be noted on the drawing sheets in the spaces already provided. 3. Remove the "H" from the land use action number (LUA-04-007-SHPL); 4. The "DECLARATION" block is incomplete, After the word "CONSENT", the following text should be added: AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. . 5. Shouldn't the City of Renton be added to the "UTILITY EASEMENT NOTE" (Sheet 1 of2) for the "exterior ten (10') feet of al1lots ... "? 6. Note the plat name for the properties to the east of the subject short plat. The lot number is already shown -Lot 283. 7. The references to private easements (on the short plat drawing) should include the words "NEW AND PRIVATE". That would include references to the 26' access and utility easement and 20' driveway and utility easement. __ .::.:.I:\P.::.:.l=an~R.:.:.eVl...:.·e,-w...:.\CO=-=LS:.::.O-=-N'S::..:.=.ho==.:rtpsla=ts:..:2:.::.00.:.::5\B~arte~1l-=S=HP:.::L:..:O:=2L=-C.=;h=an::J;gei!.::R:.::eq::J,u::.;:es=tS:=,:tc::!0p:.::.d::;oc::..-______ ~E N" TON 1055 South Grady Way -Renton, Washington 98055 * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE \ ' , " 8. See the attachments for a correction to be made to Item No. 4 under "PLAT NOTES" (Sheet 2 of 2), and changes needed to the Aquifer Protection Notice and private access maintenance agreement blocks on Sheet 1 of 2. 9. It do~s not appear, from Item No.4 under said "PLAT NOTES", that a Homeowners' Association is being created for this short plat. However, the first sentence under the "PRN ATE DRAINAGE EASEMENT" block (Sheet 1 of2) does mention a homeowners' association. Which is correct? ,10. The foregoing statement (already noted as Item No.4 under "PLAT NOTES" on Sheet 2 of 2) is to be accompanied by language defining the maintenance responsibilities for any infrastructure located on the Tract serving the short plat, or reference a separate recording instrurrient detailing the same. 11. Note on the short plat drawing the dimensions of that portion of said property to be dedicated for street right-of-way. Add a reference to "per King County Rec. No. ".' 12. There is noted on thedraw,tng"~j5'pJ,l;b}ic sewefeas~JI1ent and a 15' public water easement. We have notreceiveil or reYiewed thes~separflte easement documents to date. . -,. ,<;;Y-~~'_ . 13, Atia~hInent "B" of the De~d,ofDedicationd~ctim~nt,Reeocl;~tp show the bearings and distances for saiddl::<.licatiop, as noted in the legal descnptlori'(Attachment "A"). Also include a referen~e tdthe ~ppr<?ppat~3i.f.!,~rt~~s~~,tion;"section,;township and range on said map attaclni;1ent. It issuggesfed~tliht.the aiea~Jo be fiedicateg be enlarged on said map attac~entf .Itisnot nef~$~,~~~fk.}§~~~,~h~~ntire~oq~Jlalf (112) of Lot 294, as it does not dlrectly:tmpact the subJ~ct,\~~dlc~~~9,n. ! '>, 4" ~:>,,, :; /. ..~ 14. End the legal descripti9n,(A#~6hfu~rti'''A'') o'tsaid dedicat,ion,aocument with a reference to the appropriatequartet:~ection, section,' townshi!faIfd'rJngd. . "' '. ' -. ., , "" .... ~-. ""j" ,,'I 15. Submit a signed, sta~ped,c~ridnotar:ized:beed bfpecllcatit{n document assoonas possible since the documentwm go t<).;Coimd,il ori'cQp.s~nt agenda for acceptance. This may take as much as6 weekStopn~q~,~'s. , , ~e~attach~d form; 16. Reference the Declaration ofJoint Access, Utilities and Maintenance document and the Declaration of Storm Drainage and Maintenance document on the short plat drawing. Provide spaces for the recording numbers thereof. 17 . !La Homeowners' Association is established and said association is to own, as well as to maintain,said "Tract A", then the following language concerning ownership of "Tract A" needs to be noted on the drawing: Upon the recording of this short plat, "Tract A" is hereby granted and conveyed to the Bartell Short Plat Homeowners' Association (HOA) for a storm drainage area. All necessary maintenance activities for said Tract will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen months, then each lot in this short plat shall assume and have an \ t", equal and undivided ownership interest in the Tract previously owned by the ROA and have the attendant financial and maintenance responsibilities. ' 17. [Lthere is no ROA, then use the following language on the short plat drawing: Lots 1 through 9, inclusive, shall have an equal and undivided ownership interest in "Tract A". 18. Contact Mike Dotson, Plan Reviewer, at 425-430-7304, for requirements to be completed on the civil construction portion to your project. Should you need to discuss any portion of this letter please contact me at (425) 430-7235. Sincerely, Carrie K. Olson :,.\" Development Services, Plan Revie"", '.:,. "\ _--)-Y FAXED TO: Steve Wood~it;enth~Poip.tSurVeying;·2S3:~6,6J"'7719i\ ~~ cc: Mark Rousso 4734 NE 4th St Renton W A 98()59 , Yellow File' } '\. . True Nort~ Based upon Global Posit~ ~ing System (GPS) Lambert G j Washington State North L Ie coordinates. A convergence angle of 01~0·24.745" counter-clockwise was applied at an "X" set in a 2" diameter brass disc in a monument case at the intersection of Northeast 24th Street and Edmonds Avenue Northeast. The North 60 I 1'. ~. 30' American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 190155.783 / 1306224.718 at that pOint. The inverse of both the sea level correction factor of 0.999988168 and the grid scale factor of 0.999997554 was applied to the grid coordinates for shown ground distances. RENTON CONTROL MONUMENTS: City of Renton Control Point 1837. Control Point 1837 was found to have a Lambe grid north zone coordinate of 190488.590 / 1306227.672 based upon the NGS grid. City of Renton Control Point 369. Control Point 369 was found to have a Lambert grid north zone coordinate of 189091.951 / 1306215.239 based upon the NGS grid. PLAT NOTES: 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter 2) 3), 4) (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest Title Insurance Company Commitment order No. 552525, dated Nov. 7, 2003 and updated Jan. 29. 2005. No additional research has been attempted. Offset dimensions shown hereon are measured perpendicular to property lines. Tract "A" is a storm drainage tract for the benefit of all lot owners in this short plat. Each ownership of a lot in this short plat (lots 1 through 9 inclusive) includes an equal and undivided ownership in.terest in Tract "A". Lots 1 through 9 shall be equally !lRatl··1re ~ responsible for the maintenance of said Tract "A". 5) Lot 3 shall access from Northeast 23rd Street. 6) Lot 9 shall access from the Driveway Easement. 7) There shall be NO parking on Northeast 23rd Street. PLAN REVIEW CITY OF RENTON FEB 2 2 2005 RECEIVED ~entre 33701 9th Avenue South Federal Way, WA. 98003 INDEX DArk SE-SE 04. T23N. R5E. WM I. SURVEY FOR: Mark Rousso ~ ~ Pointe (253) 661-1901 \, ... )lat [ .... _.R.EC.O.RD.IN.G_NO •.• ' .1_.,] [~ __ VO_LUME __ /P_A!_GE_')_.-.: [PL-H RNG. 5E., W.M. WASHINGTON PRIVATE DRAINAGE EASEMENT: The drainage facilities located within the private easement shown on the plat shall be owned. operated and maintained by the homeowner's association created for this plat. The City of Renton shall have the right to enter said easements to repair any deficiencies of the drainage facility in the event the owners 'is/are negligent in the maintenance of the facilities. These rep~irs shall be at the owners expense. DRAINAGE EASEMENT RESTRICTIONS Structures. fill. or obstructions (including but not'limited to decks. pat iOs. outbu i ld ings. or overhangs) sha 11 not be permitted beyond the building setback line or within the drainage easements. Additionally. grading and construction of fencing shall not be allowed within the drainage easements shown on this short plat map unless otherwise approved by the City of Renton. AQUIFER PROTECTION NOTICE: "1l1E: The lots created herein fall within Zone 2 of Renton Aquifer Protection Area and are subject to the require of the City of Renton Ordinance No.4367 and as amended by Ordinance No.4740. ' ity's sole ~ce of drinking water is supplied from a shallow aquifer under t~e city surface1~ere is no natural barrier between the water table and ground surface. Extreme. care a be exercised when handling of any liquid substance other than water to protect from contact with the ground surface. It is the homeowners responsibility to protect the city's drinking water. PRIVATE ACCESS AND UTIUTIES MAINTENANCE AGREEMENT: New private exclusive easements for ingress and egress, are to be created upon the sale of lots shown on this short plat. The owners of lots 3,4,5.6,7 and 9 shall have an equal and undivided interest in, the ownership and responsibility for maintenance of the private access easement appurtenances. ~ese appurtenances and maintenance ' responsibilities include the repair and maintenance of the private access road ~rainage pipes, and storm water Quality and/or detention facilities within this easement, ,p~ivate signage, and other infrastructure not owned by the City of Renton or other utility providers. Maintenance costs shall be shared equally. parking on the paving in the access easement is prohibited, unless pavement width is greater than 20 feet. UTILITY EASEMENT NOTE: An easement is hereby reserved for and conveyed to Puget Sound Energy, Inc .. Owest Telephone Company, Comcast Television Cable Company and their respective successors and assigns under and upon the private streets, if any, and the exterior ten (10) feet of all lots, tracts and spaces within the olat lvinQ DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM March 2, 2005 Carrie Olson Sonja J. Fesser ~ Bartell Short Plat, LUA-04-007-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: The legal description for the subject short plat property still notes an exception for a portion of said parcel conveyed to the City of Seattle as recorded in Volume 11, Page 82, Records of King County, Washington. Volume ll, Page 82 refers to the underlying plat of C.D. Hillman's Lake Washington Garden of Eden Division No.4. The last two recorded conveying documents for the subject property, King County Rec. Nos. 9506200935 and 9311303066, do not include this exception. Said exception also does not appear in the legal description of the Pacific Northwest Title Company Short Plat Certificate Order No. 552525, dated November 7, 2003, and updated on January 29, 2005. Where does this exception come from? The City of Renton land record number (LND-20-0367) needs to be noted on the drawing sheets in the spaces already provided. Remove the "H" from the land use action number (LUA-04-007-SHPL). The "DECLARATION" block is incomplete. After the word "CONSENT", the following text should be added: AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. Shouldn't the City of Renton be added to the "UTILITY EASEMENT NOTE" (Sheet 1 of 2) for the "exterior ten (10') feet of all lots ... "? \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Sholt Plats\0367\RY050228.doc March 4, 2005 Page 2 Note the plat name for the properties to the east of the subject short plat. The lot number is already shown -Lot 283. The references to private easements (on the short plat drawing) should include the words "NEW AND PRIVATE". That would include references to the 26' access and utility easement and 20' driveway and utility easement. See the attachments for a correction to be made to Item No.4 under "PLAT NOTES" (Sheet 2 of 2), and changes needed to the Aquifer Protection Notice and private access maintenance agreement blocks on Sheet 1 of 2. It does not appear, from Item NO.4 under said "PLAT NOTES", that a Homeowners' Association is being created for this short plat. However, the first sentence under the "PRIV ATE DRAINAGE EASEMENT" block (Sheet 1 of 2) does mention a homeowners' association. Which is correct? !La Homeowners' Association is established and said association is to own,as well as to maintain, said "Tract A", then the following language concerning ownership of "Tract A" needs to be noted on the drawing: Upon the recording of this short plat, "Tract A" is hereby granted and conveyed to the Bartell Short Plat Homeowners' Association (HOA) for a storm drainage area. All necessary maintenance activities for said Tract will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen months, then each lot in this short plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. !Lthere is no HOA, then use the following language on the short plat drawing: Lots 1 through 9, inclusive, shall have an equal and undivided ownership interest in "Tract A". The foregoing statement (already noted as Item NO.4 under "PLAT NOTES" on Sheet 2 of 2) is to be accompanied by language defining the maintenance responsibilities for any infrastructure located on the Tract serving the short plat, or reference a separate recording instrument detailing the same. Note on the short plat drawing the dimensions of that portion of said property to be dedicated for street right-of-way. Add a reference to "per King County Rec. No. ______ _ There is noted on the drawing a 15' public sewer easement and a 15' public water easement. We have not received or reviewed these separate easement documents to date. Attachment "B" of the Deed of Dedication document needs to show the bearings and distances for said dedication, as noted in the legal description (Attachment "A"). Also include a reference to the appropriate quarter-section, section, township and range on said map attachment. It is H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RY050228.doc\cor March 4, 2005 Page 3 ., suggested that the area to be dedicated be enlarged on said map attachment. It is not necessary to show the entire north half (112) of Lot 294, as it does not directly impact the subject dedication. End the legal description (Attachment "A") of said dedication document with a reference to the appropriate quarter-section, section, township and range. Reference the Declaration of Joint Access, Utilities and Maintenance document and the Declaration of Storm Drainage and Maintenance document on the short plat drawing. Provide spaces for the recording numbers thereof. Comments for the Project Manager: If the documents noted in the last paragraph above are to be recorded with the short plat, be sure to note in the recording instructions that there are legal descriptions attached at the end of both documents that need to have the appropriate recording numbers inserted therein (at the time of recording) to make said legal descriptions complete. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RV050228.doc\cor CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM DATE: TO: FROM: SUBJECT: February 22,2005 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 BARTELL SHORT PLAT LUA-04-007-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Letter of Compliance • Comer Radius Dedication Exhibit A and B • Declaration of Joint Access, Utilities and Maintenance • Declaration of Storm Drainage and Maintenance • Lot Closures • Short Plat Certificate • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: ______________ ,'--_________ , Date: ____ _ Robert T Mac Onie, Jr. Sonja Fesser Cc: Yellow File I:\PlanRevieW\COLSON\Shortplats 200S\Bartell SHPL 01 m PR-1'8 ReviewStart.doc CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM DATE: February 22, 2005 TO: Mike Dotson, Plan Review ROUTE TO: Kayren Kittrick, Plan Review FROM: Carrie Olson, Plan Review SUBJECT: BARTELLSHORTPLATLUA~7~BPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Letter of Compliance • Corner Radius Dedication Exhibit A and B • Declaration of Joint Access, Utilities and Maintenance • Declaration of Storm Drainage and Maintenance • Lot Closures • Short Plat Certificate • Short Plat drawings Approval: ________________________ ,' Date: ____ _ Kayren Kittrick Mike Dotson Cc: Yellow File ~. Centre Pointe ~ Surveying, Inc., P.S. Mike Dotsun City of Renton 1055 South Grady Way Renton, Washington 98055 RE: The Final Plat Recording Concerns letter dated May 4,2004, for the Bartell Short Plat, File No. ; LUA04-007-SHPL-H. Dear Mike, February 7, 2005 Enclosed a list of how the City of Renton staff comments and conditions of approval were addressed; 1) All mitigation measures as outlined by the Environmental Review Committee will be addressed prior to the recording of the Short Plat. 2) Lots 5 and 6 have been altered to meet the minimum pipestem width requirement. 3) No street signs have been set at this time. A "No Parking -Fire Lane" sign will be installed prior to recording of the Short Plat. 4) A note stating that Lot 3 shall access from Northwest 23rd Street has been added to sheet 2 of2. 5) A note stating that Lot 9 shall access from the driveway easement has been added to sheet 2 of2. 6) No fencing has been built along the East boundary line of Lot 9 at this time. A 6' fence will be built along the East line of Lot 9 prior to recording of the Short Plat. 7) The Traffic Mitigation fee of $75.00 per additional generated trip will be paid at the time of recording of the Short Plat. 8) The Fire Mitigation fee of $488.00 per new single-family lot will be paid at the time of recording of the Short Plat. 9) The Parks Mitigation fee of$530.76 per new single-family lot will be paid at the time of recording of the Short Plat. 10) The radius-intersection dedication description has been enclosed. Should you have any questions or need additional information, please give me a call. Sincer~;, ~.} 1- ;:t/ji-lfu},/ Stephen H Woods, P.L.S. P.O. Box 4416 -Federal Way, WA 98063-4416 Phone (253) 661-1901 -Fax (253) 661-7719 City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) ADDRESS: /725 CITY: ee 111 +Ov'\ TELEPHONE NUMBER: L{2fJ -- ZIP: Bo b q' 6 7/ APPLICANT (if other than owner) ADDRESS: 'I M~ Lit!:. 5I--rc.ct- CITY: /) I t<-~ i 1ZJ 1'\ ZIP: qBo~4 TELEPHONE NUMBER 2tA L/B-8B CONTACT PERSON NAME.s+~ve COMPANY (if applicable): + C(.i1+/~ PC:-n e ADDRESS: 3~70 I qtL /+Vef}Ue Scv+k. ZIP:Q80ru Q:web/pw/devserv/fonns/pJanningimasterapp.doc PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: &r+~11 5~O(f-Pled- PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 1725 tJG 2Li -&-5'-/ Q(50S6 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 33L/3gC) ---3600 EXISTING LAND USE(S): PROPOSED LAND USE(S): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): EXISTING ZONING: 1<B PROPOSED ZONING (if applicable): SITE AREA (in square feet): 7t-~ 970 7 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 5' '-176 / PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): NUMBER OF PROPO~tD LOTS (if applicable): NUMBER OF NEW DFfLLlNG UNITS (if applicable): 01/31/05 PRv.,"cCT INFORMATION (Contin~) r---~~~~~~L---------------------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: / SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): "2-52.../ o AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): ~QUIFER PROTECTION AREA TWO 0 FLOOD HAZARD AREA sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 GEOLOGIC HAZARD sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if 0 HABITAT CONSERVATION sq. ft. applicable): 0 SHORELINE STREAMS AND LAKES sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): 0 WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE Nc:.-QUARTER OF SECTION .5, TOWNSHIP 23, RANGE.s, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. S~~r+-P/t\.f-3. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP /. I, (Print Name/s) , declare 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. (Signature of Owner/Representative) (Signature of Owner/Representative) Q:web/pwl devserv/formslplanninglmasterapp.doc I certify that I know or have satisfactory evidence that .. _::-:--:,-:-_---,---,-...,..-_-,----.,. signed this instrument and acknowledged it to be his/herltheir free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary {Print), ____________ _ My appointment expires:. _________ _ 01131105 Jesse Tanner, Mayof./ August 18, 2003 Hans A. Korve DMP, Inc. 726 Aubum Way North Auburn, WA 98002 LGlA 01-f~OO~'" . CITY (;F RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator Subject: Concurrence on the Watershed Dynamics Wetland Classification and Stream Buffer Requirements for Bartell Residential Subdivision Dear Mr. Korve: This letter is sent to advise you that I have reviewed the above-referenced memo (attached) dated Au.gust 4, 2003 and concur with Watershed Dynamics' determination that the man-made water feature is not a regulated wetland. Further, I concur thaUhe current City regulations require only a 25-foot buffer area along the subject stream corridor, Please be advised that the City is in the process of reviewing its regulations relative to stream buffer widths and these requirements could increase in the future. While your proposal will be vested under the regulations in effect at the time of the City's acceptance of a complete preliminary plat application, it is possible that the City or other reviewing agencies could require increased setbacks as habitat impact mitigation as part of the project's required environmental review. I hope this determination assists you preparing your preliminary site development plans. Please feel free to contact me or Laureen Nicolay at 425-430-7294 if you have further questions regarding this letter. Sincerely, AlJfU;}f( , ,~ NeirWatts, Director Development Services Division . CG: Preapplication File #03-093 ------lO-S-S-So-u-th-G-ra-d-y-W-ay---R-en-to-n-, W-a-sh-i-ng-to-n-9-S0-S-s-----~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE dmp, inc. (FORMERLY DALEY ENGINEERING CO.) MBE -DBE ~}.~< . ~",:;",,~:>,~.,,!., ~:>:.'.: "~~ •• ·';;:·'··i<""'~'> ·~·.;:T/,:~·.':·I'~<·''':t':··:;~·:'."\,~n;, August 11, 2003 City of Renton Development Services Division 1055 South Grady way Renton, WA. 98055 Attn: Laureen Nicolay Re: Request for Pre-Application Meeting. Dear Ms. Nicolay: DALEY-MORROW-POBLETE,INC. ENGINEERING-PLANNING-SURVEYING 726 Auburn Way North Auburn, WA 98002 (253)333-2200 FAX (253)333-2206 We are requesting a pre-application review and meeting to discuss the Bartell preliminary plat. Attached, please find 5 copies of the project narrative, Vicinity map and proposed project site plan. Also attached are 5 copies of a preliminary wetland report, prepared by Larry Bumstad, of Watershed Dynamics. The primary purpose of our request is to determine if the City will accept, in principal, the findings of the wetland report. Staffs comments on the wetland report will have a Significant impact on the proposed layout of the preliminary plat. Project Narrative: The Bartell preliminary plat is located in the southeast comer of the intersection of Jones Ave. NE and NE 24th Street, in Renton. The property is part of a larger R-8 neighborhood, with a mixture of existing subdivisions and large lot single-family properties. The project proposal is to develop this 1.7 acre site into six (6) single family lots. The existing single- family home is proposed to remain. Of particular concem to the applicants is the status of the existing man-made pond and its associated minor stream. (see attached site plan) The pond and stream are located in the southwest comer of the property, adjacent to Jones Ave. NE. A full description of the stream, pond and its expected status are described in the attached wetland report. After reviewing the applicable City Codes, the applicant proposes to alter the existing man-made pond, by either filling it or incorporating it into a future storm water facility. A more complete description of the options is attached. In either case, the applicant is seeking confirmation of our interpretation of the applicable City codes and staff reaction to our list of design options. Other issues of interest are the required road frontage improvement, preferred access points and intersection spacing requirements. .. " • Page2 August 11, 2003 As described earlier, this is a proposed six lot plat. Homes are likely to range in size from 2,400 to 3,000 square feet. Using the 1998 King County Surface Water Design Manual, we would expect to design a storm water facility with a volume of 17,000 cubic feet of storage. This assumes level II flow control and an average of 10,000 cubic feet pre acre of required storage. The preferred storm water design would involve the separation of the stream from the existing pond, and the integration of the existing pond into the final storm water system. The final design will depend greatly on Staffs response to the attached wetland report. Please contact me at (253) 333-2200 with any questions. Thank you for your time. Sincerely, Hans A. Korve Planning Manager Bartell Pre-Application Letter • .j Print Map Page ~4 ® King County ~ __ .iliA'- Parcel Map and Data 'fl344500190J •.. ·{q)~~1 Parcel Number Address Zipcode Taxpayer 3343903600 1725 NE 24TH ST 98055 BARTELL ROBERT H+ALlNA M "The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, inCidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." Comments King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5 .metrokc. gOY /parcelviewerlPrint_ Process.asp Page 1 of 1 -Ulty·- 8111103 WATERSHED DYNAMICS-------- Post Office Box 215, Enumclaw, WA 98022 TEL 360.825.9253 FAX 360.825.9248 DATE: August 4, 2003 . HARD COPY SENT: X YES NO FAX: 1.253.333.2206 FAX COPY SENT X YES NO E-MAIL: hkorve l@comcast.net E-MAIL SENT: X YES NO PAGES SENT: 7 I ATTACHMENTS: I Site Map at I" = 40'; Alternative Details SUBJECT: Summary of Site Review TO: Mr. Hans Korve, Planner dmp Engineering, Surveying, and Land Planning 726 Auburn Way North Auburn, Washington 98002 - FROM: Larry D. Burnstad, Senior Biologist ~e> ~- PROJECT Bartell Residential Subdivision U NAME: PROJECT WD 2003032 NUMBER: Hans- This memo is a follow-up to our July 9, 2003 field reconnaissance at the Bartell property in Renton, Washington. The purpose of the field reconnaissance was to determine the characteristics of a human-made water feature located in the southwest comer of the subject property (see attached site map). On July 9,2003 I visited the Bartell site with you and we investigated the human-made pond and stream channel located in the southwest comer of the subject property. Our evaluation included a review of the outlet of the pond located on the east side of 108th Avenue SE (Jones Avenue), the culvert under Jones Avenue, and the open channel on the property located west of the Bartell -site: -Wealso-feViewed the·chaririel condition upstream (southf()f the-subject-prbperty at the· ------- point where the stream flows into the human-made pond on the subject property. Finally, we reviewed the pond (water feature) located on the property immediately south of the Bartell site. Findings The human-altered stream channel on the property immediately south of the Bartell site was in a concrete-lined pond with con~rete sidewalls that is approximately 45 feet to 50 feet long and 15 feet to 20 feet wide. The stream flowing into the upstream end of the pond was contained in a 15-inch diameter CMP (corrugated metal pipe). The pipe appeared to contain the stream flow upstream of the pond to an unknown south of the Bartell parcel's south boundary. The stream appeared to be tight-lined from the pond inlet all the way to the south side ofNE 20th Street. Draft Memo to Mr. Hans Korve, Planner -Page 1 Bartell Project, Renton, Washington JfE .. The surface water out of the concrete-lined pond on the property south of the-Bartell site flowed into and through a larger human-made pond located on the Bartell property. The shape of this larger pond was somewhat trapezoidal approximately 40 feet wide and 50 feet long at the widest and longest dimensions. The area around the pond has been manipulated and includes a garden, native and non-native groundcover and shrub species, and large cottonwood, cedar, and willow trees. The plant community surrounding the pond was indicative of wetland characteristics but an evaluation of the soils indicated there were no hydric soils around the pond. The pond had nearly vertically sidewalls of native soil but the pond bottom material appeared to be accumulated gravel and silt over the top of a concrete bottom. There was large gravel to cobble and quarry spalls (rip-rap) along the toe of the steep sidewalls that was, according to the owner, imported to protect the pond bank above the concrete bottom. There was a pipe/sprinkler in the center of the pond which, according to the owner, was used to aerate-the pond. There was also a 1.5-inch diameter black plastic pipe that was uSed to withdraw water from the pond for irrigation. The stream flow was most evident along the western edge of the pond. There was a 12-inch diameter concrete pipe located in the northwest comer of the pond that was acting as a control structure to restrict flow and maintain the water surface elevation of the pond. The water flowing out of the pond flowed into a ditch along the east edge of Jones Avenue and entered an 18-inch CMP under Jones Avenue. This culvert direct stream flow under Jones Road and into the open channel on the developed residential property that is west of the Bartell site on the opposite side of Jones Avenue. The stream channel is rip-rapped and channelized through- the property on the west site of Jones Avenue. The stream flows across this property in a northwesterly direction and enters an undeveloped property in the southwest quadrant of the Jones AvenuelNE 24th Street. From the undeveloped property (which is essentially a regulated wetland) the stream flows in a northerly direction under NE 24th Street along the east side of Interstate 405 and then northeasterly to May Creek. City of Renton Regulatory Implications Following the reconnaissance I ·reviewed the Renton Municipal Code to determine jf the. human-_ made feature on the subject property would be a "regulated" wetland within the City of Renton (City). Based on my review of Title IV, Chapter 3, Section 3.050.A.7 and Section 3.050.B.7 it appears that the human-made feature (the pond) is not a regulated wetland within the City, because it is a human-made feature. Based on my evaluation of the code, however, the stream is regulated within the City and would be a Category 3 Wetland requiring a 25-foot native growth buffer between the stream and any developed areas. Although the City code does not specifically speak to streams, the definition of wetland categories appears to include streams. The code does not speak to where the buffer width is measured from, but based on my experience in other jurisdictions I would suggest that the buffer width is measured from the ordinary high water mark. Draft Memo to Mr. Hans Korve, Planner -Page 2 Bartell Project, Renton, Washington In addition, I suspect there would be a building setback between and permanent structures and the landward edge of the stream buffer, but I did not review the zoning code to determine the width of that setback area It would be prudent to contact the City regarding building setback requirements if you are unable to find the specifications in the City code. Recommendations for Land Use Based on my field observations and my interpretation of the City code it appears that the human- made pond could be filled as part ofthe proposed development. The stream channel would have to remain open, however, and would very likely have to be restored (enhanced) as part of the development process. I would recommend the following as alternatives for dealing with the pond as part of the development process: ALTERNATIVE 1: Leave the pond as it currently exists and measure a 25-foot buffer based on a project of the ordinary high water mark at the southwest comer of the property where the stream enters the pond and at' the northwest comer of the pond where the stream exists the pond. ALTERNATIVE 2: Fill the pond except for a stream channel along the west edge of the pond (see attached sketch). The stream channel should be designed to convey the anticipated 100-year peak flow or the maximum flow capacity of an I8-inch diameter CMP with a water surface elevation 36 inches above the pipe invert elevation. The stream channel design should assume the I8-inch culvert has inlet control and a vertical headwall with 45-degree wing-walls at the entrance ofthe culvert. The filling of the pond would include the removal of the I2-inch diameter pipe that currently controls the pond outlet. The channel would have to be enhanced from the inlet end of the pond at the south property line to the outlet end of the pipe currently in the northwest comer of the pond. The channel would have a bottom width approximately 18 inches to 2 feet wide, a depth of approximately 3 feet, and a top width of approximately 14 feet to 20 feet. The side slope grades (horizontal distance) of the channel should vary --from to as steep as 2:1 and as flat as4:L -The side slopes (streambanks) would have to be revegetated with native plants (trees, shrubs, and groundcover species). ALTERNATIVE 3: Leave the pond open for use as a retention/detention pond (see attached sketch). Remove the 12-inch diameter culvert at the outlet end of the pond. Leave the existing culvert under Jones Avenue in place. Construct an earth berm along the eastern edge of the stream channel to separate the pond from the stream channel. The berm would have to be constructed to allow a channel design as described in Alternative 2 above. The RID pond would have an outlet control structure that would discharge into the stream channel at or very near the point where the stream channel currently leaves the subject property adjacent to Jones Avenue. Draft Memo to Mr. Hans Korve, Planner -Page 3 Bartell Project, Renton, Washington ,. ALTERNATIVE 4: Implement Alternative 3, but replace the culvert under Jones Avenue .... -with a new-culvert in the location shown on the attached sketch. The length of stream that would have to be restored or enhanced within the project area would be shorter so there may be a need to do some enhancements within the Jones Avenue right-of-way on the downstream side of the new culvert to provide sufficient mitigation. Other Regulatory Implications All of the proposed alternatives would have to be reviewed and approved by the City of Renton. The City would probably require that the preferred alternative be evaluated as part of the SEP A process being completed for the overall proposed project. It would be advisable to meet with the City of Renton to discuss the Alternatives described above before the preliminary design for the project is prepared and submitted to the City for review and approvaL In addition, implementation of any of the alternatives except Alternative 1 would require a Hydraulic Project Approval (HPA) from the Washington Department of Fish and Wildlife (WDFW). WDFW requires a SEPA determination from the lead agency for the project before they will issue an HP A. The Washington Department of Ecology (WDOE) may require a 401 Water Quality Certification if the project is implemented at a time when the stream is flowing. It would appear that in "normal" years there is some flow in the creek throughout the year. I would advise contacting the owner and the surrounding neighbors to see if they have knowledge about stream flow during the late summer and early fall. With a large wetland complex and springs at the headwaters of this stream there may be year round flow in all years. I do not believe that either the U.S. Army Corps of Engineers, Regulatory Branch (Corps) or WDOE will take jurisdiction over the pond if the City determines that the pond is human-made and regularly maintained. Be aware, however, that both WDOE and the Corps can assert regulatory authority over the pond, if they choose to, since it is not isolated and it is a tributary to Lake Washington. That concludes the summary of the findings, regulatory implications, and alternative approaches to dealing with the pond on the Bartell site. If you have any questions, please contact me at 360,825.9253.--· ...... --.. -.--~.--~ ... ---.. _.--_.---. __ .... ---.. -_._-... -.- Draft Memo to Mr. Hans Korve, Planner -Page 4 Bartell Project, Renton, Washington SSM' RIM 6.20 ,-IE = _ .... a.40(E) / IE~23S8S·~OH(W) CB-TY?EII Sc..:a\e: (":::40' / M RIM = 253.28 RIM = 252.60 IE = 248.38(E) ..of" . I @ 0.63% / IE = 2'17.05(E) IE = 246.93(NW) .... 12.6LF 12;' C// IE = 246.95(W) ~IZ-"n .. \ "-.1i" ~ ~'O:2 . ..,..Y~· .,.:.,1 =I:'-,-~~':""';':-:-=::"':':':"'::':"""~"..,,----.\--.f--J.--I---.. ';"-. _~Fl"","" ___ .L.....~----"'·""""""''''''" "..,,-~ ... -:7.,7:" •. -:::':':'~~~-:::-; . "/" . ~ "' HOUSE ...... -I :,. I I : Z W U Z ILl • "- W 0:: ~ .. t:) a :x: CJ io >l\~\ ",() SI"jED "0' .' N89'1i:bT E '," . I et4~D ~ Gl-\N-ll4eL ~ F"~'::'\"ER-T'( U~.=. __ _ COt-:lVE$U" A f't)1~.:nClf'.l 0 F ~-6)(IST(~6t PtlND-~ TO ~O POf..lC>. IZIb PC> ~ t> MAY rae ~lA~eoo TO EAST: nt~ ,,, I I ~1Z..o.w I L.llole CIT.F RENTON PlanningIBuildinglPublic Works Department. • Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.;Administrator CITY CLERK (1) August 10, 2004 •. TO WHOM IT·MAY c:ONCERN: Subject: Addressing·ofSeveral new Plats and,Sho.-tPlats·in.Renton .'... . .' .' '. ".:," '.:' . Please see attached n~w plats that ha,vejl1stbeell addressed;:Please add these addresses to. . Y<>llr City direet()riesand 'maps, . "" . ..', . . . Ilartell Shbrt,Plat . . .. ' '. Camas Estates Short Plat . Clover Cree~nplat . . '. (JQOdHonies Short Plat . MSWShotfPhlt .... .' . Sampson ShortJ>l~ ........ ,. '. '. ~Winston'sSliadow ShortPlat :BinderSho.rt·fl~t . ' ..... ~and]ew()Od 1;1'. Sbort PHlt· .' Dalpay Estates 11 SpOJ:t J>lat ··.·.J~cques 24~'Street Plat : ..•.. Oliv.erShortPlat-." ' , .•. ·Wi~st6n Short Plat . ':, '" . '. ,:." ',:-:: : Address ¢hang~~ 'oCcllrre4jnihe/followjhg..PI~t&@~shortplats,du~'to either ch~ges in ,.' otientation of houses or aqditionaldeve16piP.:entin U)e<area:· ..';: .' ...' .. . .. ,'. ," " : .. ., . . . '.'-'; .. . td ' -' ,3 andQnipnPlat .... . Park Plate Short Plat. . anCoDklin'" . , .• ' ,iIoward~On;truism)rtPlat' · .. , .. , ..... , Roy Sn1ithS~hoi1Plat· . . . ' •.. ' ····Development Serv!cesR~p!~seritative . DeveloP1Jleot ServIces DIVIsIon .. ' Telephone: 125-430'":7276 .... . .' #l:platadd \ ~ ---'-'---~--1-O-55-S-0-u-th-G-r-ad-y-W-a-Y-~'-R-en-t-:-on-,-W-as~h-in-g-to-n-9-8-05-5------RE. N T ON * This paper contains 50% recycled material. 30% post consumer AHEAD OF THE CURVE / -- -+- I I f ,g f ~ l_lOL_pt f '.'''SO.fT. f IN f 17/7, ;~ " f d", ~rc f -Ig : /z I I I \ ~} ____ -l L N 89"10'27" i .D.Q - -----''--. -I ~ --"~ . 254.Tr --~Ol \ CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the sixth day of April, 2004, I deposited in the mails of the United States, a sealed envelope containing Hearing Examiner Report documents. This information was sent to: Bob & Alina Bartell Owners Mel Daley Contact Jean & Brian Stearns Party of Record Tyson Paoletti Party of Record (Signature of sender~ ,,( '-- STATE OF WASHINGTON ~f '-:::::> ) SS COUNTY OF KING ) , ........... "'\\", ........ 'iN KA.t;."'" :~\; .11 .. , C-c •• , .f ~ ,':t.\ss,o"i~',,: ~ "" .. ~ ,'~",,' "+..0' "<' , ~ :'0 ... \QTAr. ~ ... -1\ ~ : :0 \"' TTy t1\~ ~ ~ : .... ~ en: ! ~ (/) ~, ,oUBUC ,: ! ~;...\... "~: 't"'~" 8. 2 01 ",~o.: I certify that I know or have satisfactory evidence that Patrick Roduin "" ~ ~":"~:"""~~ :: signed this instrument and acknowledged it to be his/her/their free and voluntar~'il~ *"~~~s and purposes mentioned in the instrument. \\\\",-,,.,' Dated: s/7-1fIoV Notary (Print): ___ .wMI:UAR""II""'~I¥-~IIo'A'I¥MM:.CWFHm=~ _____________ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29.07 Bartell Short Plat LUA-04-007, SHPL-H, ECF, V-H ENVIRONMENTAL DETERMINATION (& PUBLIC HEARING) ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: BARTELL SHORT PLAT r~~!~?ciN~UMBER: ~~;;~":~:",,EgR:~L-H, V-H DESCRIPTION: The applicant Is requestlng Environmental (SEPA) Review, Hearing Examiner Short Plat approval. and Hearing examiner Variance approval for a 9·lot subdivision of a 75,024 square foot (1.72 acre) site located withIn the Residential-8 (R-8) zoning desIgnation. An approximately 3,140 square foot single-family residence cUTTently exists on the parcel, and Is proposed to remain on Lot 7. The nine proposed lots range In size from 5,090 square feet to 13,743 square feet and are Intended for the future development of detachad single-family homes. Access Is proposed via a new private street that would extend east from Jones Avenue NE and a driveway that would extend south from NE 241h Street along the eastern proper.tY boundary. Several of the proposed lots would have direct frontage on either Jones Avenue NE or NE 24Ui Street. Approximately 10,700 square feet of the site Is proposed to be located In a storm tract. The storm tract would Include the man-made pond existing on the site as well as the stream located In the southwest comer of the site. The required street Improvements for the proposed plat would be located within the required 25-foot buffer and, therefore, a variance from the land Clearing and Tree Cutting regulations is also required. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM April 5, 2004. Appeals must be filed in writing together wHh the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the 7th floor of City Hall, 1055 South Grady Way, Renton, Washington, on April 13, 2004 at 9:00 A M to consider the Short Plat and Variance. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. ... ............ "\\", ........... ~ ... , It' A"" .. -~\. ",'I JV14f, " FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT _:~-~ « .. :~SS·,ON·.;:.9.~~'", SERVICES DIVISION AT (425) 430-7200. r.' 11',\ ":.r.'~ ,. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORI~o.oT-,-,IO,,-,N-,----__ if :~~ ~" ~ ~ . _._ ~ :0 ~OTA~L '?l\ "1\ ~ ,. r 1'.. '-~ : ~.... C/): ~ '-.,." .'" ~ (/) ~ "'UBL\C : : ~ A • • .-, ..,... :' ~: CERTIFICATION ", ~ "'~'29-07 .••. ~~O .: ' ••••• O~·WAS~\~::-... -- (."\ _ A_I... ""' OJ II, ...... ... I, ~ s.tOC,,4,h , hereby certify that ~ copies of the \,,,", ... ... above document were posted by me in ~ conspicuous places on or nearby the described property on _. ___ ~)-oL-( ATTEST SUb"rib<dr!"tC~e me, a No'1a ~~:.~~ ~~~ Washington residing in , on the * day of c!2(!J ~ 't. MARILYN KAMCHEFF MY APPOINTMENT EXPIRES 6-29-07 On the 18th day of March, 2004, I deposited in the mails of the United States, a sealed envelope containing ERe Determination documents. This information was sent to: Agencies See Attached ~~ A:>-~. ... ........................ ",,'\ (Signature of Sender)_: -~~'--:,-,",?",=-"""~=-----,,,,-l.6r-\,,--~--hh-'::-=-------------"';_ -;.....-.. ..,'It'\~':-~~ .. ~~II." STATE OF WASHINGTON ) ) SS : ~ •• :~\.t.\SS/O,\;·'" O~ ", .:' ··o~· ~+." ~ ~ ~ :'u ttOT-4 ~ ... "1'\ ~ :: ~~ :SI~ ." ~ ,.. ~ m'" COUNTY OF KING ) ~ ~ ~ ,ol.J~., 0} i ~ 7~'" ... ue .: : , ,.. • &. ... I certify that I know or have satisfactory evidence that Derek Jordan ""; o···:?~:~.? .... ~o~f signed this instrument and acknowledged it to be his/her/their free and voluntary act'JGlt~S'~~<\i3B" purposes mentioned in the instrument. '",,, ...................... '" Dated:~~ d:COlj Notary (Print): _____ ...I.IMU£lAIDJRIILJI YNUlI.AK""AM"'ClRl:iaEFf'l=-__________ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 Bartell Short Plat LUA-04-007, ECF, SHPL-H, V-H template -affidavit of service by mailing l Dept. of Ecology> Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region> Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers> Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor> Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold> Muckleshoot Indian Tribe Fisheries Dept. clo Department of Ecology > 3190 160th Ave SE Attn. SEPA Reviewer Bellevue, WA 98008 39015 _172"d Avenue SE Auburn, WA 98092 Duwamish Tribal Office> Muckleshoot Cultural Resources Program 14235 Ambaum Blvd. SW -Front A > Burien, WA 98166 Attn: Ms Melissa Calvert 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division> Office of Archaeology & Historic Environmental Planning Supervisor Preservation> Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Eric Swennson 700 Fifth Avenue, Suite 4900 Seattle, WA 98104-5004 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. > Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. template -affidavit of service by mailing STATE OF WASHINGTON, COUNTY OF KING} AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Lily Nguyen, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Notice of Environmental Determination was published on Monday, 3122/04 The full amount of the fee charged for said foregoing publication is the slim of $153.25 at the rate oJ..Sl15.50 per inch for the first public<ltion and N/A per subS.€qu6it lhsertion. Lily Nguye) Legal Advertising Representative, King County Journal .:z=d"" ,",om ,,, me ,hi, 22"' day of Mood, 2004. \\\\\\111111111// TOIll 1\. Meaghcr ",\\\ p... M t:...q 11//// Notary Public for the State of Washington, ResidinQ.~~tqIlTtllW~·W:tI!.t';-(:~n ~ A.... •• (1'111 ~ .;"~;"~ .... Ad Number: S 16472 P.o. Number: ~ •.• ~ 0/".0,\ r ~ -.0 T ,.. • -Cost of· publishing this notice includes an affidavit~urcl!,Ng~O ARy"",·\ = -: -(t-: _ % ~ \. PUSL\c, /62 ~ 1",>: •• -It '\ .... " $ ;::;. ~ ••• -4 Y 2 zoo... 0-" ~ o······~····· \~ ~ 1/// f: WAS'f'-\,"V-II/ \\\ //11//1/1\1\\\\ NOTICE OF ENVIRoNMENTAL, DETERMINATION ~ ENVIRONMENTAL REVIEW ' . COMMITTEE . I RENTON, WASHINGTON I The,' Environmental Review ,Committee has issued a· Determination of Non-Significancei Mitigated for the following project ;under the authority of the Renton' Municipal Code. I i BARTELL SHORT PLAT I LUA-04-007, ECF, SHPL-H, V-H The applicant is requesting Environmental (SEPA) Review, I Hearing Examiner Short Plat I . apppo.val, and Hearing Examiner Variance approval for a 9-lot I subdivision of a 75,024 square foot i I (1.72 acre) site located within the. Residential -8 .(R-8) zoning; designation. An approximately i 3,140 square foot single-family residence currently exists on the parcel, and is proposed to remain on Lot 7. The nine proposed lots range in size from 5,090. square feet. to 13,743 square feet imd arel l intended for the future development of detached single-: family homes. Access is proposedl i via a· new private street that I would extend east from Jones Avenue NE and a driveway that would extend south from NE 24th, , Street along the eastern propertYi ~ boundary. Several of the proposedl lots would have direct frontage on·. either Jones Avenue NE or NE' 24th Street. Approximately. 10,700 square feet of the site iSI I proposed to be located in a storm I , tract. The storm tract would I i~lud~L tp.El.. __ Olan-made __ p.()n<!l I eXIstmg on tIie site as well as tlie ' stream. located in the southwest corner of the site. The required street improvements for the proposed plat would be located within the required 25-foot. buffer and, therefore, a variance from the· ! Land Clearing and Tree Cutting regulations is also required. Appeals of the environmental. determination must be filed in; writing on or before 5:00 PM Aprill 5, 2004. Appeals must be filed in I writing together with the required I : $75.00 application fee with: Hearing; Examiner, ·City of Renton, 10551 South Grady Way, Renton, WA 98055.\ Appeals to the ExamiI?-er are, governed-'tby City of Renton I Municipal Code Section 4-8-110.B.1 Additional information regarding the: appeal process may be obtained frOID I Ithe Req~i~ty Clerk's Office, (425)\ 430-6510.. : A Public Hearing will be held by the~ Renton ,Hearing Examiner in the I· Cou.ncil Chambers, City Hall,. on Apn113, 2004 at 9:00 AM.to considerl the Short Plat and Variance. If the Environmental Determination, isl appealed, the appeal will be heard as~ part of this public hearing. I Interested parties are invited tol attend the public hearing. . Published in the King County JournaLMarch.22 .. 2004 .. #816472_ .' ~ •• . . ., AFFIDA VIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) Nancy Thompson being first duly sworn, upon oath, deposes and states: That on the 4th day of May, 20042 affiant deposited in the United States Mail a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: ...1-~w=,~ __ , 2004. Nota ublic in and for the State of Washington, Residing at ~ ~ft1e ' therein. Application, Petition, or Case No.: Bartell Short Plat LUA 04-007, ECF, SHPL-H, V-H The Decision or Recommendation contains a complete list of the Parties of Record. May 4,2004 OFFICE OF THE HEARING EXAMINER CITY OF RENTON D~ClSION REPORT AND RE€€lNl1iJilfflLtl"I91ST APPLICANT: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: DEVELOPMENT SERVICES REPORT: PUBLIC HEARING: Bob and Alina Bartell 1725 NE 24th Street Renton, W A 98055 Mel Daley DMP, Inc. 726 Auburn Way North Auburn, W A 98002 Bartell Short Plat File No.: LUA-04-007, SHPL-H, V-H, ECF 1725 NE 24th Street Subdivide an approximately 1.72-acre site into 9 lots intended for the development of 8 new detached single-family homes. Development Services Recommendation: Approve with conditions The Development Services Report was received by the Examiner on April 6, 2004. After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary of the April 13, 2004 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, April 13, 2004, at 9:04 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Zoning Map application, reports, staff comments, and other material pertinent to the review of the project Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4,2004 Page 2 Exhibit No.3: Short Plat Plan Exhibit No.5: Tree Cutting/Land Clearing Plan Exhibit No.7: Copy of Existing Pond and Proposed Future Stream Restoration Exhibit No.4: Utility Plan Exhibit No.6: Revised Short Plat Plan The hearing opened with a presentation of the staff report by Kristina Catlin, Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The parcel is approximately 1.72 acres, there is an existing stream channel in the southwest comer of the site and a human-made pond connected to that. The applicant is proposing several stream restoration activities on the site that will rework this area. This project went before the Environmental Review Committee, a Determination of Non-Significance -Mitigated with four mitigation measures was issued. No appeals were filed. The subject site is designated Residential Single Family (RSF), the proposal is consistent with this designation. The proposed density of the short plat is 5.66 dwelling units per acre, which is within the allowed density range of the R-8 zone. The stream buffer was not deducted in the calculation because the stream is not classified as a critical area. Most of the proposed lots exceed 4,500 square feet which meets the required minimum dimensions for the R-8 zone. Lots 4, 5 and 6 do not meet the minimum width requirement. They are classified as a pipestem lot, which has a minimum pipestem width of20 feet. Lots 5 and 6 do not meet that requirement, Lot 5 at the narrowest portion is just over 15 feet and Lot 6 is a triangular shaped lot and the point is considered to have a 0 lot width. The lot lines between Lot 5 and Lot 6 can be adjusted so that they can be considered pipestem lots. All setbacks, with the adjustment to Lots 4,5, and 6, meet the requirements for the R-8 zone. Each of the proposed lots would support the construction of one detached unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet. Compliance with the building standards will be verified prior to the issuance of building permits for proposed structures on the eight new lots. No parking will be permitted within the proposed private street, since the street is required as emergency access to the proposed lots. The proposed private street will be posted with "No Parking -Fire Lane" signs. Staff recommends that Lot 3 be required to take access from the private street. Also along NE 24th Street, Lot 9 has frontage on NE 24th but also contains the easement that will serve Lot 7. Staff recommends that Lot 9 be required to access from this driveway easement. Each of the proposed lots satisfies the minimum lot area requirements of the R-8 zone. Lots 5 and 6 need to be altered to comply with the minimum lot width and depth; With approval of staff recommendations, Lots 1, 2, and 8 would be the only lots with direct driveway access to pubic right-of-way. Due to concerns raised from the neighbors to the east over the proximity of the shared driveway to the east property line, the applicant will be required to install a 6-foot solid fence along the length of the shared driveway easement prior to recording the short plat. Full street improvements along NE 24th Street and Jones Avenue NE will be required. These improvements will encroach onto the required stream buffer, therefore, a land variance is being requested also. A Traffic Mitigation fee is required. The subject site is rectangular in shape and relatively flat. The site is predominantly vegetated with grass, trees and landscaping associated with the existing residence. The applicant intends to remove approximately 40 trees, I " Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 3 the majority of which are fruit trees. The applicant intends to take care to preserve the existing large trees along the stream and the southern property line. Police and Fire have indicated that sufficient resources exist to furnish services to the proposed development provided that a Fire Mitigation Fee be paid. A Park Mitigation Fee is required. The site is located within the boundaries of the Renton School District and they have indicated that they can accommodate the increased student enrollment. Several surface water features exist in and around the subject property. The human-created pond is not regulated by the City's Critical Area regulations, the stream is subject to a 25-foot buffer under the Tree Cutting and Land Clearing regulations. The street improvements will require a land variance. The objective of the stream restoration project is to return the stream to some semblance of what it was before it was altered to be diverted into this pond. Correspondence was received from the owners directly upstream, south of the property, stating that there have been some past issues of flooding on the property that resulted from blockages in the culverts. They had concerns about the appearance of the proposed detention facility. The ERC recommended that the applicant install a grate on the culvert that goes under Jones A venue NE in order to help some of the blockage problems. This site is located within an aquifer protection zone and a water system development charge per new single family lot will be required prior to issuance of the construction permits. The project falls within two sewer assessment districts, the Jones Avenue Sewer Assessment Sewer District and West Kennydale Sewer Assessment Sewer District. Sewer assessment fees are required for each ofthe Sewer Districts. With regard to the required variance, there are several criteria which must be evaluated for the variance. The variance that is needed is a variance from the 25 foot no touch buffer around a stream, in this case the buffer extends east onto the property and west onto Jones Avenue NE. Any alterations within that right-of-way will fall within that buffer. In this case a variance from the tree cutting and land clearing regulations is necessary because of the presence of the stream in the southwest corner of the property. The existing stream runs parallel to Jones Avenue NE, which is also within the stream buffer, and the requirement for a 25-foot buffer from the ordinary high mark of the stream, without this variance the applicant would be unable to install the street improvements that the City of Renton requires. The Examiner inquired as to what the hardship actuallywas. Ms. Catlin explained that there are two requirements available in this situation, and one requirement states that there must be a 25-foot stream buffer, and the other requirement states that there must be street improvements, and those two requirements cannot coexist together in this situation. The second criteria of granting the variance is that it would not be detrimental to public welfare. The third criteria is that the variance will not constitute a grant or special privilege inconsistent with other properties in the vicinity. This variance would allow this property to subdivide in a manner similar to other properties in the vicinity and install the required street frontage improvements. The Examiner further stated that the City had changed its ordinances in order to protect streams, and just because prior development encroached on what now is a required buffer, does that mean that we should continue to justify it? Ms. Catlin stated that looking at the site now, there is a stream buffer that has been obliterated, it has been totally diverted into a pond on the site. The activity proposed here brings that more into a standard stream channel, which is culverted under Jones and comes out on the west side. What will be seen is a better functioning and protected stream that what is presently on the property. The fourth criteria for the variance is that it's determined by the reviewing official to be the minimum variance needed to accomplish the desired purpose. In this case, it is to allow only the street frontage improvements. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 4 Staff recommends approval ofthe Bartell Short Plat subject to conditions outlined in the Staff Report. " Hans Korve, DMP Engineering, 726 Auburn Way North, Auburn, WA 98002 stated that in working with Staff over the past few months, conclusions have been reached, Staff has done a great job with a tight site. The issues involving Lots 4, 5, and 6 were resolved with Staff prior to the hearing, twelve copies ofthe revised plan have been submitted. No modifications were made to the actual lots themselves, the modifications were made in the stems that extended into the driveway easement. The pipestems of each lot was squared off, particularly Lots 5 and 6. The driveway access for Lot 9 was eliminated so that it will take access off the shared driveway easement with the existing house on Lot 7. In regard to the variance, in the southwest corner of the site, the manmade pond currently exists. There is a series of trees up against Jones Avenue that form a natural berm between an existing storm water ditch on the west side against Jones A venue and the stream channel on the east side. There currently is no distinguishing between the stream and the pond. There is no stream today, it simply enters the property and bursts out into a giant pond and then goes under Jones Avenue and becomes channelized again. The proposal is to recreate a channel, create a buffer, and then put the storm water pond in the current location of the manmade pond. Larry Burnstad, Watershed Dynamics, PO Box 215, Enumclaw, WA 98022 stated that the ordinary high water line is within four feet at the closest point and seven feet at the furthest point from the property line. Upstream is a concrete lined pond and is the control point for which the water enters the property site. The culvert will be extended to the east in order to accommodate the street improvements. This limits what can be done in restoring a meandering channel pattern. Several alternatives were looked at but none seemed as attainable as what has been proposed. Kayren Kittrick, Development Services stated that the dedication of the radius curve at the corner of Jones and 24th will be presented to Council as a separate condition. In regard to trees and right-of-way, since the code has changed and there are more beautiful trees existing on the right-of-way or on the edge of the right-of-way and there are some protection limits that are to be held for maintaining the tree if at all possible, staying outside of the crowns and root balls. There are some creative modifications in street standards in order to go around them, pushing the street and sidewalk over as far as possible in order to maintain as many of the trees as possible especially in a location like this where it is part of the stream buffer. It is only a 20-foot pavement, so there is some play area. If the trees are in the way of the utility, then it becomes more problematical. It appears that the way it currently stands, sidewalk and street improvement can be shifted to accommodate the trees. The Examiner inquired as to water runoff. Ms. Kittrick stated that it would have to be figured if infiltration is part of this. The Special Assessment District fees from Kennydale Sewer District are against the entire property, not per lot. Larry Burnstad, stated that in trying to retain the trees on the west side of the property line, one of the things talked about is being able to meander the sidewalk as opposed to a straight sidewalk and using vertical containment such as keystone block so that a small amount of damage is done to the roots on the west side of the tree, but maintain all the root system to the north, south and east which should allow the tree to survive. They could trim the trees up so pedestrians may pass under the trees which would allow maximization of the saving of the trees. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:32 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION , .. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 5 Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicants, Bob and Alina Bartell, filed a request for approval of a 9-lot Short Plat together with a variance from land clearing regulations adjacent to a stream. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # 1. 3. The Environmental Review Committee (ERC), the City's responsible official, issued a Declaration of Non-Significance -Mitigated (ONS-M) for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located on the southeast corner ofNE 24th Street and Jones Avenue NE at 1725 NE 24th Street. Aberdeen A venue NE is east of the subject site. 6. The subject site is approximately 1. 72 acres or 75,024 square feet in area. The parcel is rectangular. The subject site is approximately 294.90 feet long (north to south) by approximately 254.77 feet wide. 7. The subject site is fairly level with a stream running across the southwest corner of the site immediately adjacent to Jones Avenue. A man-made pond is located east of the stream . . 8. The subject site was annexed to the City with the adoption of Ordinance 1827 enacted in March 1960. 9. The subject site is currently zoned R-8 (Single Family - 8 dwelling units/acre). 10. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family uses. . 11. The subject site contains a home that would be retained on what would be Proposed Lot 7 located in the eastern portion of the site. . 12. The applicant proposes dividing the subject site into 9 single-family lots. A storm tract will be located in the southeast corner of the parcel in the location where a pond was located. 13. The lots range in size from 5,000 square feet to approximately 13,743 square feet. 14. Proposed Lots 1,2,3, 7, 8 and 9 would be rectangular lots with access to either Jones or 24th Street. Proposed Lot 7, the location of the existing home would be accessed from an easement to 24th across Proposed Lot 9. 15. Proposed Lots 4, 5 and 6 would be interior lots served by an easement road across Proposed Lot 3 and hammerhead turnaround. The easement would run west to Jones Avenue. These three lots would be somewhat wedge shaped. 16. Staff recommended that to reduce the number of driveways on the existing streets and to limit driveways being too close together that Proposed Lot 9 use the easement for Proposed Lot 7 for access Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 6 and Proposed Lot 3 use the easement for Proposed Lots 4, 5 and 6 for its access. In order to protect the lot east of the Proposed Lots 7 and 9 easement staff recommended that a fence be erected. 17. Proposed Lot I is required to dedicate property at the intersection of Jones and 24th in order to create an appropriate radius turn. . 18. Proposed wedge-shaped Lots 5 and 6 narrow too much where they join the access easement and do not meet the reg~lations for pipestem width. Staff noted that the lots could be redesigned to meet code. The applicant agreed to alter the lots. 19. The development of 9 lots after the reduction of sensitive areas and roadways will result in a density of 5.66 units per acre. 20. The residential lot is covered with residential landscaping including grass, trees, shrubs and fruit trees as well as a variety of deciduous and conifers. Many of the trees would be removed to allow for the development of roads and building pads. The applicant would retain some trees along the western stream and some along the south property line. 21. Development of 9 single family homes will generate approximately 90 vehicle trips per day or 80 new trips giving credit for the one existing home. 22. The development would add approximately 3 or 4 new students to the school system. These students would be spread across the grades of the Renton School District 23. Storm water will be detained in the southwest corner of the subject site. It will be released to an in- street system. 24. The stream that runs through the site was widened to create a manmade pond. The pond, since it was manmade, is not subject to ordinary critical areas regulations but the vegetation within 25 feet of it can only be cleared with approval of a variance from the Tree Cutting and Land Clearing regulations. Street improvements along Jones would require some clearing and the applicant has applied for a variance. As part of its proposal to install the needed improvements along Jones Avenue the applicant proposed restoring the stream channel to a more natural state including banks and gradient. Rock weirs to establish a gradient, gravel for a more natural streambed, native plantings and other improvements . outlined in the applicant's Stream Restoration Plan (February 1, 2004) will be installed. 25. There has been some flooding upstream of the subject site since the manmade pond has not functioned effectively at times causing water to backup onto nearby property. The proposed stream restoration plan along with ERC conditions and regulations required for storm water should address some of the problems. Staff reported that there were no downstream storm water problems. 26. The subject site is located in Aquifer Protection Zone 2. 27. The subject site will receive domestic water and sanitary sewer service from the City. CONCLUSIONS: Variance I. The Reviewing Official shall have authority to grant a variance upon making a determination in writing · , 0' Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 7 that the conditions specified below have been found to exist: a. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification; b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; c. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated; d. That the approval as determined by the Reviewing Official is a minimum variance that will accomplish the desired purpose. It appears that the proposed variance is appropriate given the restoration effort which will provide a more natural stream channel and environment. 2. The stream and its vegetation lie immediately adjacent to an existing street, Jones Avenue NE. It would be very difficult to install the necessary safety improvements including curbs, gutters, and pedestrian sidewalks along Jones ifthe variance were not approved. A combination of location and topography justify the variance in this case. 3. The approval of the variance should not prove materially detrimental to the subject site, the general public or other property. The removal ofthe vegetation will allow safety improvements along Jones but the applicant will be repairing an impaired stream course, installing native vegetation and may prevent upstream problems by unclogging the stream's current failing outlet. 4. The applicant would need a variance from either the Tree Cutting regulations or the Street Improvement standards to develop the subject site. The approval of this variance will allow the restoration of a more natural stream channel. It will allow the installation of a consistent roadway profile in this area. 5. The variance clearly involves tradeoffs but the stream is in anything but a natural state. Approval of the variance, as noted, will allow the repair of the natural systems and hopefully, rectify some other stream flow and storm water problems. It appears that it is the minimum necessary in this case. Plat 6. The proposed plat appears to serve the public use and interest. The plat creates additional single family lots in an area served by urban services, restores a more natural stream course and may solve some existing drainage problems. 7. The applicant has demonstrated the interior lots, Proposed Lots 4, 5 and 6, can be designed to meet City regulations, particularly those applicable to pipestem access. In addition, access to some exterior lots can be achieved from easement drives and roads rather than separate, independent driveways thereby eliminating additional intersections along both Jones and 24th Street. The recommendations of staff are appropriate to reduce the number of driveways. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4,2004 Page 8 " 8. Since the access for Proposed Lots 7 and 9 runs along a third party lot, that lot should be protected by a fence. 9. The plat will have an impact on the City's fire, roads and recreational systems. The City has adopted a set of fees that help offset the impacts of development on those public services and those standard fees appear reasonable to offset those impacts. 10. The development of new homes will bring new residents and new noise to the area as well as the impacts on roads and park. The impacts of new populations are not unusual for a single-family community. II. The development of the subject site will increase the tax base of the City. 12. The proposed density of 5 .66 dwel1ing units per acre meets the Zoning Code and Comprehensive Plan. 13. The applicant shall have to create a maintenance agreement for the detention facilities and the private easement roadways. 14. In order to create a smooth intersection radius for Jones and 24th, the applicant shall have to dedicate property subject to review and approval of the City. 15. In conclusion, the proposed plat and variance appear to allow reasonable redevelopment of the subject site and stream subject to the conditions enumerated below. ~C.I~loN.~ REt,i IIVII .... ' 'I NI., III IN: The Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the mitigation measures imposed by the Environmental Review Committee. 2. The applicant shall alter the lot boundaries of Lot 5 and Lot 6 to qualify as pipestem lots meeting the minimum pipestem width requirements prior to short plat recording. 3. The applicant shall post the private street with "No Parking -Fire Lane" signs prior to recording ofthe short plat. 4. The applicant shall place a note on the face of the short plat requiring Lot 3 to take access from the private street. 5. The applicant shall place a note on the face of the short plat requiring Lot 9 to access from the shared driveway easement extending south from NE 24th Street to Lot 7. 6. The applicant shall install a 6-foot solid fence along the length of the shared driveway easement prior to recording of the short plat. 7. The applicant shall pay a Traffic Mitigation Fee of $75.00 per additional generated trip prior to short plat recording. ./ .' Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4, 2004 Page 9 8. The applicant shall pay a Fire Mitigation Fee based on $488.00 per new single-family lot. 9. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single-family lot. 10. The applicant will have to submit the radius-intersection dedication to the City Council. ORDERED THIS 4th day of May, 2004. FRED J. KA MAN HEARING EXAMINER TRANSMITTED THIS 4th day of May, 2004 to the parties of record: Kristina Catlin 1055 S Grady Way Renton, WA 98055 Kayren Kittrick 1055 South Grady Way Renton, WA 98055 Hans Korve DMP Engineering 726 Auburn Way N Auburn, W A 98002 Larry Burnstad Watershed Dynamics PO Box 215 Enumclaw, W A 98022 Bob & Alina Bartell 1725 NE 24th Street Renton, W A 98055 TRANSMITTED THIS 4th day of May, 2004 to the following: Mayor Kathy Keolker-Wheeler Members, Renton Planning Commission Jay Covington, Chief Administrative Officer Larry Rude, Fire Marshal Lawrence J. Warren, City Attorney Julia Medzegian, Council Liaison Jennifer Henning, Dev. Services Janet Conklin, Dev. Services Gregg Zimmerman, Plan/Bldg/PW Admin. Neil Watts, Development Services Director Alex Pietsch, Econ. Dev. Administrator Holly Graber, Dev. Services Larry Meckling, Building Official Utilities System Division Transportation Systems Division King County Journal Pursuant to Title IV, Chapter 8, Section I OOGofthe City'S Code, request for reconsideration must be filed in writing on or before 5:00 p.m., May 18,2004. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. Bartell Short Plat File No.: LUA-04-007 SHPL-H, V-H, ECF May 4,2004 Page 10 · , An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of $75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., May 18, 2004. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Councilor final processing ofthe file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land lise process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. ., ... ' ~~-------------- ~~~: nt--•.... , .. ..;. ......... . i -.--1 ........... _. _ ... J::::::.::::-: .. J:'£I I-"'--'-'~l ·_--·z ----·00 Q) -----~ --'0 ._ .. J::::::! .. , -j-.-... -...... ~.~-.'. ~--____ ...;z i ... t--.. -J&~--~ C4 -32 T24N R5E E 1/2 : ........ ~... L ...•. 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""!"URN W"'S"'H';.I('''' Ql'\('I'); ~"~.".f. ;):,~·~_.1.~::.2.~'_.~~· .. :~: ___ ~_.~:!..._ (§-~J.if.~r .--=:c~ .... .. ~ CITY OF RENTON '.~ DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): LUA-04-007, ECF, SHPL-H, V-H APPLICANT: Bob and Alina Bartell PROJECT NAME: Bartell Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat approval, and Hearing Examiner Variance approval for a 9-lot subdivision of a 75,024 square foot (1.72 acre) site located within the Residential - 8 (R-8) zoning designati.on. An approximately 3,140 square foot single-family residence currently exists on the parcel, and is proposed to remain on Lot 7. The nine proposed lots range in size from 5,090 square feet to 13,743 square feet and are intended for the future development of detached single-family homes. Access is proposed via a new private street that would extend east from Jones Avenue NE and a driveway that would extend south from NE 24th Street along the eastern property bo~ndary. Several of the proposed. lots would have direct frontage on either Jones Avenue NE or NE 24t Street. Approximately 10,700 square feet of the site is proposed to be located in a storm tract. The storm tract would include the man-made pond existing on the site as well as the stream located in the southwest corner of the site. The required street improvements for the proposed plat would be located within the required 25-foot buffer and, therefore, a variance from the Land Clearing and Tree Cuttjpgregulations is also required. ; .. ,.,~'. . '. . LOCATION OF PROPOSAL: 1725 NE24t~ Stre~i! LEAD AGENCY: The City. of Rent'On . .... <.\ Department of Planning/Buildirig/PublicWprks Development Planning Section . Advisory'/IIQtes!t".Ap/llicant: ....' •. , The following notes are supplemental informatiQnprdv.ldedi/Jconjunction with:.the environmental determination. Because these notes are provit;fed as informa'tiollonly, they are not subjfjct to the appeal process for environmental determinations. '. Planning ;. 1. New single-family residential construction activities shall.be restricted t.o the hdurs 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:QO) p.m. Nowork shall be permitted on Sundays. 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet (including attached garages), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures .. 2. Street addresses shall be visible from a public street. 3. Street shall be posted "No Parking" per City Street standards. All dead end streets over 150 long are required to have an approved turnaround. Building 1. A demolition permit is required for the demolition of the structure on the southern portion of the lot. Plan Review -Surface Water 1. A Surface Water System Development Charge of $715.00 per new family lot will be assessed and is payable prior to issuance of utility construction permit. 2. A drainage analysis and design is required to meet standards according to the 1990 King County Surface Water design manual. 3. The preliminary design submitted with the application shows a 12-inch pipe connection to the downstream system (prior to connection to an 18-inch pipe crossing under Jones Avenue NE). Verification that the pipe systems being installed and the downstream 1 tl-Inch systems have enough capacity for the e'iltire basin (future conditions) build-out will be required. The analyses and verification will be required with the utility engineering plan application for this project. Plan Review -Water 1. A new 4-inch water main will be required to serve the internal lots with domestic water. Water meters are required to be installed on the individual lots. 2. New hydrant(s) will need to be installed to provide the required fire flow. 3. The System Development Charge shall be at the rate of $1,525.00 per single-family building lot. This fee is payable with the construction permit. Plan Review -Sanitary Sewer 1. Side sewers are required to be stubbed-out to the new lots. The plan submitted with the application review did not extend the side sewers to the interior lots. 2. This project falls within two Sewer Assessment Districts: SADs (Jones Ave SAD #8402 and West Kennydale SAD #9204). A Sewer Assessment District fee in the amount of $10,473.86 + interest is due for the West Kennydale SAD, and $585 per unit for the Jones Ave SAD. These fees.are,dueat the time a construction permit is issued. ;.,:,.;~._,/~~,~\.{~_ • .:~~.HO"': ···"·l:'.,-,", >;'.~'::1 3. The Sanitary Sewer System Development Charges are:based on a rat~ of $900.00 per lot. Payment of these fees will be required prior to issuance of utility construcVon permit. 'I" .~ Plan Review -Transportation 1. This project is required by City Code t~ i~$tall h'alf,p~:~~~:elJf0i~th on the existing right of ways frontage to the site. The code also required i nstallingccurb, gutter,stQrrri?~raihage,sioewalk, street';signage; and streetlights along the frontage of the parcel being developed," ,'\.';,;':i;\;;\':;,;. ',~;; '~':::~. 2. Corner lots at intersections are required to dedicate"q".rninimum 15-foot turning radius at the corner. , "," Property Services Property Services comments will be mailed unde; a separate cover. -.. ; Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. T he permit requires three copies 0 f t he drawings, two copies oJ.t he drainage .. report, a construction estimate, application and appropriate fee (this may be submitted at the sixth floor customer service counter. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES' PROJECT NAME: Bartell Short Plat APPLICATION NO(S): LUA-04-007, ECF, SHPL-H, V-H APPLICANT: Bob and Alina Bartell LOCATION OF PROPOSAL: 1725 NE 24th Street DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat approval, and Hearing Examiner Variance approval for a 9-lot subdivision of a 75,024 square foot (1.72 acre) site located within the Residential - 8 (R-8) zoning designation. An approximately 3,140 square foot single-family residence currently exists on the parcel, and is proposed to remain on Lot 7. The nine proposed lots range in size from 5,090 square feet to 13,743 square feet and are intended for the future development of detached single-family homes. Access is proposed via a new private street that would extend east from Jones Avenue NE and a driveway that would extend south from NE 24th Street along the eastern property boundary. Several of the proposed lots would have direct frontage on either Jones Avenue NE or NE 24th Street. Approximately 10,700 square feet of the site is proposed to be located in a storm tract. The storrn.t~a<:;t:would include the man-made pond existing on the site as well as the stream locatedir:FthesoLJthwestc\GQrner of the site. The required street improvements for the proposed plat would be locate.d within thE(required 25-foot buffer and, therefore, a variance from the Land Clearing andTree Cutting regulations i~.alsore,quired. LEAD AGENCY: The City of Renton . " . " Department of Planning/Building/PublicWbrks ''Development PlanningSec;tion . " " '. "', ~., ':y-.~\ ".: ~" MITIGATION MEASURES ' . 1. The applicant shall install and m~intain Tempora~'Efb:$ihn,Cohtrol in accdtdance with the Department of Ecology Standards and to the satisfaction of the DeveloplT!:ent~rVic~s,Division. .> ~ ,:. ': ,'-,:-. .. ". 2. The applicant shall comply with the rec9mmendatidn~contaihed in thestrearn Restoration Plan from Watershed Dynamics dated February 1, 2003, to the satisfaction of the Development<Servi~es Division . . ' ~:. • c" . ~. • .... ,{~; 3. The applicant shall install a grate on the, exit culvert priorto recording oftha ~hort plat. 4. The applicant shall vegetate the stream anctdetentiqrffacility buffer are?srvt;ith native vegetation, to the satisfaction of the Development Services Division prior to short plat recording~ , PUBLIC HEARING • City of Renton Department of Planning / Building / Public Works REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: ApplicanVOwner: Contact Person: File Number: Project Description: Project Location: April 13, 2004 Bartell Short Plat Bob and Alina Bartell 1725 NE 24th Street Renton, WA 98055 Mel Daley DMP, Inc. 726 Auburn Way North Auburn, WA 98002 LUA-04-007 SHPL-H, V-H, ECF Project Manager: Kristina Catlin The applicant has requested Environmental (SEPA) Review, Hearing Examiner Short Plat approval, and Hearing Examiner Variance approval for a 9-lot subdivision of a 75,024 square foot (1.72 acre) site located within the Residential - 8 dwelling units per acre (R-8) zoning designation. An approximately 3,100 square foot single-family residence currently exists on the parcel, and is proposed to remain on Lot 7. The nine proposed lots range in size from 5,090 square feet to 13,743 square feet and are intended for the future development of detached single-family homes. Approximately 10,700 square feet of the site is proposed to be located in a storm tract. The storm tract would include a detention facility as well as the stream located in the southwest corner of the site. A variance from the Land Clearing and Tree Cutting regulations is required to allow the installation of required street improvements along Jones Avenue NE within the 25-foot stream buffer. 1725 NE 24th Street .~~ ~-..... > /, '-R~. - City of Renton PIBIPW Department Bartell Short Plat Report to the Hearing Examiner LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DA TE: April 13. 2004 B. GENERAL INFORMA TlON: 1. Owner of Record: Bob and Alina Bartell 1725 NE 24th Street Renton, WA 98055 2. Zoning Designation: Residential-8 Dwelling Units per Acre (R-8) 3. Comprehensive Plan Residential Single Family (RSF) Land Use Designation: Page 2 of 11 4. Existing Site Use: The site is currently developed with an approximately 3,100 square foot single- family residence that is proposed to remain on Lot 7. 5. Neighborhood Characteristics: North: NE 24th Street Right-of-Way and single family residential (R-8 zone) East: Single family residential (R-8 zone) South: Single family residential (R-8 zone) West: Jones Avenue NE Right-of-Way and single family residential (R-8 zone) 6. Access: Several of the proposed lots would have direct frontage on either Jones Avenue NE or NE 24th Street. For the remaining lots, access is proposed via a new private street that would extend east from Jones Avenue NE and a shared driveway that would extend south from NE 24th Street. Several of the proposed lots would have direct frontage on either Jones Avenue NE or NE 24th Street. 7. Site Area: 1.72 acre (75,024 square feet) C. HISTORICAUBACKGROUND: Action Annexation Comprehensive Plan Zoning Ordinance No. 1827 4498 4070 Oate 05/0311960 02/20/1995 06/01/1987 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 -Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 3 -Environmental Regulations & Special Districts 3. Chapter 4 -Property Development Standards Section 4-4-030: Development Guidelines and Regulations Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-080: Parking, Loading and Driveway Regulations Section 4-4-130: Tree Cutting and Land Clearing Regulations 4. Chapter 6 -Streets and Utility Standards 5. Chapter 7 -Subdivision Regulations hex report.doc Section 4-7-050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards City of Renton PIBIPW Department Bartell Short Plat Report to the Hearing Examiner LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DA TE: April 13, 2004 Page 3 of 11 Section 4-7-150: Streets -General Requirements and Minimum Standards Section 4-7-170: Residential Lots -General Requirements and Minimum Standards 6. Chapter 9 -Procedures and Review Criteria E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family; Subdivision of Land 2. Housing Element: Minimum Density; Housing Supply F. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed to subdivide a 1.72 acres (75,024 square foot) site located within the Residential - 8 dwelling units per acre (R-8) zone. The proposal would create 9 lots, intended for the future development of detached single-family residences. The existing residence is proposed to remain on Lot 7. The proposal for 9 single-family lots would arrive at a density of 5.66 dwelling units per acre. The nine proposed lots range in size from 5,090 square feet to 13,743 square feet. Access for the nine lots is proposed through a combination of direct street frontage, a private street, and a shared driveway easement. There is an existing stream channel in the southwest corner of the site and a human-made pond. A storm drainage tract is proposed in the southwest corner of the property, where the pond and stream currently exist. The applicant is proposing to perform several stream restoration activities on the site as part of this development in order to re-establish a defined stream channel in the area where it was obliterated by the construction of a human-made pond. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended), on March 16, 2004, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M) for the project. The DNS-M included 4 mitigation measures. A 14-day appeal period commenced on March 22, 2004 and ended on April 5, 2004. No appeals of the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance -Mitigated: 1. The applicant shall install and maintain Temporary Erosion Control in accordance with the Department of Ecology Standards and to the satisfaction of the Development Services Division. 2. The applicant shall comply with the recommendations contained in the Stream Restoration Plan from Watershed Dynamics dated February 1, 2003, to the satisfaction of the Development Services Division. 3. The applicant shall install a grate on the exit culvert prior to recording of the short plat. 4. The applicant shall vegetate the stream and detention facility buffer areas with native vegetation, to the satisfaction of the Development Services Division prior to short plat recording. 4. STAFF REVIEW COMMENTS Representatives from various City departments have reviewed the application materials to identify and address issues from 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. hex report.doc City of Renton PIBIPW Department Bartell Short Plat Report to the Hearing Examiner LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DATE: April 13, 2004 Page 4 of 11 5. CONSISTENCY WITH SHORT PLAT CRITERIA: hex report.doc Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective of the RSF designation is to protect and enhance single-family areas, encourage quality neighborhoods, improve opportunities for better public transportation and make more efficient use of urban services and infrastructure. The proposal is consistent with the objective of the RSF designation because it would provide for the future construction of eight new single-family homes and would promote goals of infill development. The proposed plat is consistent with the following Comprehensive Plan policies: Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential single Family neighborhoods. -The proposed density of the short plat is 5.66 dwelling units per acre, which is within the allowed density range of the R-8 zone. Policy LU-35. A minimum lot size of 4,500 square feet should be allowed in single-family residential neighborhoods except when flexible development standards are used for project review. -Each of the proposed lots exceeds 4,500 square feet. Policy H-4. Encourage infill development as a means to increase capacity. -The proposed project would create lots for eight new single-family homes on a parcel that currently contains only one single-family home, thereby achieving the infill of a currently underutilized property. (b) Compliance with the Underlying Zoning Designation. The 1. 72-acre site is designated Residential-8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development would allow for the future construction of up to eight new dwelling units and associated improvements. Density -The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for lots exceeding one-half acre in size. Net density is calculated after critical areas, public rights-of-way, and portions of private roadways serving three or more units are deducted from the gross acreage of the site. After the deduction of the private roadway serving three or more units (5,429 square feet) from the 75,024 gross square foot site (75,024 gross square feet -5,429 total deducted area = 69,595 net square feet or 1.59 net acre), the proposal would arrive at a net density of 5.66 dwelling units per acre (9 units I 1.59 acre = 5.66 dulac), which is within the density range allowed in the R-8 zone. Lot Dimensions -The minimum lot size permitted in the R-8 zone is 4,500 square feet. A minimum lot width of 50 feet and a minimum lot depth of 65 feet are required for interior lots. Lots 2 through 9 would be considered interior lots. Corner lots are required to have a minimum lot width of 50 feet and a minimum lot depth of 65 feet. Lot 1 would be considered a corner lot. The nine lots on the subject site are proposed at the following lot sizes and dimensions (rounded to the nearest whole number): Lot Size Width Depth Lot 1 6,021 square feet 60 feet 102 feet Lot 2 5,536 square feet 54 feet 103 feet Lot 3 6,905 square feet 66 feet 103 feet Lot 4 6,483 square feet 20/73 feet 114 feet Lot 5 7,366 square feet 15/88 feet 133 feet Lot 6 6,515 square feet 0/113 feet 114 feet Lot 7 13,743 square feet 152 feet 90 feet City of Renton PIBIPW Department Bartell Short Plat Report to the Hearing Examiner LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING OA TE: April 13, 2004 Page 5 of 11 hex report. doc Lots 4, 5, and 6 are irregular shaped lots that do not meet the minimum width requirement on one or more property lines. Renton Municipal Code Section 4-7-170.F allows pipestem lots for new plats to achieve densities permitted within the zoning code. Lot 4 would be considered a pipestem lot. Lots 5 and 6 do not meet the minimum pipestem width requirement of 20 feet. However, the lots could be modified to meet standards. Staff recommends as a condition of short plat approval that the lot boundaries of Lot 5 and Lot 6 be altered to qualify as pipestem lots so that the proposed density of this plat may be maintained. Setbacks -The R-8 zone requires front and rear yard setbacks of 20 feet, side yard along street setbacks of 15 feet, and interior side yard setbacks of 5 feet. For lots with street frontage, the front yard is the yard separating the structure from the public right-of-way. This applies to Lots 2, 3, 8, and 9. Lot 1 is a corner lot with frontage on two public streets. As proposed, Lot 1 is using the west property line along Jones Avenue NE as the front property line. Lot 7 is an interior lot that has elected to use the north property line as the front property line. The existing house will continue to comply with the required setbacks. Lots 4 through 6 would qualify as pipestem lots once the recommended alterations are made to Lots 5 and 6. Renton Municipal Code Section 4- 7-170.F.1 states that portions of the lot narrower than 80-percent of the minimum permitted width shall not be used for measurement of setbacks. Therefore, the front setbacks for Lots 4 through 6 will be measured from the point at which the lot width is at least 40 feet. The plat plan includes setback lines for each lot showing potential building envelopes. Building Standards -The R-8 zone permits one single-family residential structure per lot. Each of the proposed lots would support the construction of one detached unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Building height in the R-8 zone is limited to 2 stories and 30 feet for primary structures and 15 feet for detached accessory structures. Maximum building coverage is limited to 35% of the lot area or 2,500 square feet, whichever is greater, for lots over 5,000 square feet in size. The footprint of the existing residence would result in approximately 18-percent lot coverage, which is less than the maximum lot coverage allowed in the zone. Compliance with building standards will be verified prior to the issuance of building permits for proposed structures on the eight new lots. Parking -Each detached dwelling unit is required to provide two off-street parking stalls per unit. Tandem parking is permitted. The proposed building pads appear to be adequately sized to provide required parking. No parking will be permitted within the proposed private street, since the street is required as emergency access to the proposed lots. Staff recommends as a condition of short plat approval that the proposed private street be posted with "No Parking -Fire Lane" signs prior to recording of the short plat in order to prevent guests and residents from blocking emergency access to neighboring properties. (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement or street per the requirements of the Street Improvement Ordinance. The lot lines of the proposed lots fronting Jones Avenue NE and NE 24th Street (Lot 1,2,3,8, and 9) are at right angles to street lines. The proposed private street extending east from Jones Avenue NE would provide access to Lots 3 through 6. Since Lot 3 has street frontage and access to the private street, staff recommends as a condition of approval that a note be place on the face of the short plat requiring Lot 3 to take access from the private street. This condition would eliminate any potential driveway separation distance issues on Lot 3 and reduce the total number of access points along Jones Avenue NE. Due to concerns from the neighboring property to the east of the project site, and in an effort to prevent driveway separation distance issues and reduce the number of private entrances onto NE 24th Street, staff recommends as a condition of short plat approval that a note be placed on the face of the short plat requiring Lot 9 to access from the shared driveway easement extending south from NE 24th Street to Lot 7. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. City of Renton PIBIPW Department Report to the Hearing Examiner Bartell Short Plat LUA-04-007, SHPL-H, V H, ECF PUBLIC HEARING DA TE: April 13, 2004 Page 6 of 11 hex report.doc Each of the proposed lots satisfies the minimum lot area requirements of the R-8 zone. Lots 5 and 6 need to be altered to meet the minimum dimensions required for pipestem lots. Staff has recommended as a condition of short plat approval that the lot boundaries of Lot 5 and Lot 6 be altered to comply with the minimum pipestem width of 20 feet. When considering the required setbacks, as well as access pOints for each lot, the proposed lots appear to have sufficient building area for the development of suitable detached single-family homes. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-at-way, except alleys, shall have minimum radius of 15 teet. Lot 1 of the proposed subdivision would be located at the intersection of NE 24th Street and Jones Avenue NE. The owner will be required to dedicate a 15-foot turning radius at the corner as right- of-way prior to short plat recording. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Assuming approval of staff recommendations to limit access for Lots 3 and 9, Lots 1, 2, and 8 would be the only lots with direct driveway access to public right-of-way. Lots 3 through 6 would take access from the private street extending east from Jones Avenue NE. The private street would have a 26-foot wide easement with a minimum pavement width of 20 feet. A hammerhead turnaround would be provided on Lot 7 for emergency vehicle access. Lot 7 and Lot 9 would take access from a shared driveway easement extending south from NE 24th Street along the east property line of the site. The shared driveway easement would be 20 feet in width with a minimum pavement width of 12 feet. Due to concerns raised from the neighbors to the east over the proximity of the shared driveway to the east property line, staff recommends that the applicant be required to install a 6-foot solid fence along the length of the shared driveway easement prior to recording of the short plat. As part of the proposed development, the applicant will be required to install full street improvements along NE 24th Street and Jones Avenue NE. Installation of street improvements is required prior to recording of the short plat. The required street improvement would encroach into the 25-foot required stream buffer for the stream in the southwest corner of the site. In order to install the required street improvements, the applicant must have an approved variance from Renton Municipal Code (RMC) Section 4-4-130D, which prohibits land clearing within 25 feet of the ordinary high water mark of creeks or streams. The variance request is evaluated in the "Compliance With Variance Criteria" section of this report. The proposed subdivision is expected to generate additional traffic on the City's street system. To mitigate the impacts to the local street system, staff recommends as a condition of short plat approval that the applicant be required to pay a Traffic Mitigation Fee of $75.00 per additional generated trip prior to recording, with credit give for the existing residence. Each new single- family lot is expected to contribute 9.57 additional trips. The proposed short plat is expected to add approximately 76.56 new traffic trips to the City's street system. For the proposal, the Traffic Mitigation Fee is estimated at $5,742.00 (8 new lots x 9.57 trips x $75 per trip = $5,742.00). Topography: The subject site is rectangular in shape and relatively flat. The steepest slope on the site is approximately 6-percent. According to the US Soil conservation Service Soil Map, the soils on site are primarily Indianola loamy fine sand (InC). The site is predominantly vegetated with grass, trees, and landscaping associated with the existing residence. The existing trees on site include fruit trees (cherry, apple, pear), deciduous trees (maple, aspen, poplar, dogwood, willow), and conifers (cedar, fir, pine). The trees range in size from 8-inches to 36-inches in diameter. The tree cutting and land-clearing plan submitted by the applicant identifies approximately 40 trees to be removed as part of the proposed subdivision. The majority of the trees to be removed are fruit trees. The applicant indicated in the project overview that care would be taken to preserve the existing large trees along the stream and the southern property line. Some grading is proposed as part of the subdivision process in order to create a detention system and complete the proposed stream restoration activities. The exact quantity of grading is not known at this time, however, the applicant anticipates that the grading and filling activities on site will balance and not require the import or export of soil. City of Renton PIBIPW Department Bartell Short Plat Report to the Hearing Examiner LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DA TE: April 13, 2004 Page 7 of 11 hex report.doc In order to mitigate the potential erosion impacts on the site and surrounding area, the Environmental Review Committee placed a mitigation measure on the project that required the applicant to install and maintain Temporary Erosion Control in accordance with the Department of Ecology Standards and to the satisfaction of the Development Services Division. Relationship to Existing Uses: The subject site is currently developed with a single-family residence. Several nearby properties have recently developed or are currently being evaluated for development proposals. The proposed lots are compatible with other newly created and proposed lots in this area. The proposal is consistent with the intent of the both the Comprehensive Plan and Zoning Code and would not be out of character with recent development in the area. (e) Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements, and mitigation fees. Staff recommends as a condition of short plat approval that the applicant be required to pay a Fire Mitigation Fee based on $488.00 per new single-family lot, with credit given for the existing residence. The fee is estimated at $3,904.00 ($488 x 8 = $3,904.00) and is payable prior to the recording of the short plat. In order to provide safe and efficient emergency access, fire department access roads are required to have a pavement width of at least 20 feet. Staff has recommended as a condition of short plat approval that the proposed private street be posted with "No Parking -Fire Lane" signs in order to prevent guests and residents from blocking emergency access to neighboring properties. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. It is anticipated that the proposed development would generate future residents that would utilize the City's parks, programs, and recreational facilities. Staff recommends as a condition of short plat approval that the applicant be required to pay a Parks Mitigation Fee based on $530.76 per each new single-family lot, with credit given for the existing single-family residence. The mitigation fee will be used to contribute toward future park and recreation facilities. The fee is estimated at $4,246.08 (8 x $530.76 = $4,246.08) and is payable prior to the recording of the short plat. Schools: The site is located within the boundaries of the Renton School District. Renton School District No. 403 has indicated that Kennydale Elementary School, McKnight Middle School and Hazen High School can accommodate the increased student enrollment that may result from the development of the proposed project, estimated at 3.52 students (8 new lots x 0.44 students = 3.52). Storm Water: Several surface water features exist on and around the subject property. The subject property is bordered by ditches that convey water along NE 24th Street and along Jones Avenue NE. There is an existing stream channel in the southwest corner of the site and a human-created pond. Due to the presence of a stream and a manmade pond on the subject property, a field reconnaissance and stream restoration report was required as part of the short plat application. Larry D. Burnstad, Senior Biologist at Watershed Dynamics, completed the reconnaissance and report. The human-created pond on the Bartell property is trapezoidal in shape and is approximately 40 feet wide and 50 feet long at the widest and longest dimensions. The area around the pond includes a variety of native and non-native vegetation. Based on the findings outlined in the report by Larry D. Burnstad dated August 4, 2003, the human-created pond feature is not regulated by the City's critical area regulations. It is, however, subject to a 25-foot buffer under the Tree Cutting and Land Clearing regulations. The street improvements that will be required as part of the proposed short plat will be located within the required buffer area. Therefore, a variance from the tree cutting and land clearing regulations (RMC Section 4-4-030) will be required to develop the site as proposed. City of Renton PIBIPW Department Report to the Hearing Examiner Bartell Short Plat LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DATE: April 13, 2004 Page 8 of 11 The water flowing out of the pond flows into a ditch along the east edge of Jones Avenue NE and into an 18-inch culvert that directs stream flow under Jones Avenue NE and into the open channel on the west side of the road. The applicant is proposing to perform several stream restoration activities on the site as part of this development. According to a report prepared by Larry D. Burnstad on February 1, 2003, "The objective of the stream restoration project is to re- establish a defined stream channel in the area where a human-made pond essentially obliterated the defined stream channel." Since the required street improvements may result in a grade increase for the existing stream, the stream restoration plan proposes installing rock weirs at specific points along the stream channel in order to reduce the mobility of streambed material, allow for the formation of small pools, maintain grade control, and reduce the risk of channel scour. Since there is not a source of stream bank gravel recruitment upstream of the site, the report recommends installing streambed gravel along the streambed and stream bank to reduce the impacts of scour and degradation of the stream over time. In addition to the above, the stream restoration report also outlines specific recommendations for stream bank construction, large woody debris placement, and buffer planting. The Environmental Review Committee imposed a mitigation measure that the applicant be required to comply with the recommendations contained in the Stream Restoration Plan from Watershed Dynamics dated February 1, 2003. Correspondence was received from the property owners directly upstream of the proposed development regarding concerns about off-site drainage impacts upstream. Their letter mentioned past flooding of their property as a result of blockages at the exit culvert and concerns about the appearance of the proposed detention facility. In order to ensure that the existing flooding issues in the vicinity are not exacerbated by the proposed development, the Environmental Review Committee recommended that the applicant be required to install a grate on the downstream culvert to mitigate any future blockage problems. In addition, the Environmental Review Committee recommended that the applicant be required to vegetate the stream and detention facility buffer areas with native vegetation, to the satisfaction of the Development Services Division. The site drains to the South Kennydale Creek basin, sub-basin of Lake Washington. No significant downstream drainage problems have been identified. A drainage analysis and design meeting the 1990 King County Surface Water design manual is required for the project. The preliminary design submitted with the application shows a 12-inch pipe connection to the downstream system. Verification that the pipe systems being installed have enough capacity for the future build-out conditions of the basin will be required with the utility engineering plan application for this project. A Surface Water System Development Charge, based on $715.00 per new single-family lot, will be required prior to the issuance of construction permits for the short plat. Water and Sanitary Sewer Utilities: There is an existing 8-inch and 12-inch water main fronting the property. A new 4-inch water main will be required to serve the internal lots with domestic water. The site is located within Aquifer Protection Zone 2 and a water pressure zone of 435. Water System Development Charges, based on $1,525.00 per new single family lot, will be required prior to the issuance of construction permits. There is an 8-inch sewer main along the frontage of the site. The project falls within two Sewer Assessment Districts (Jones Avenue SAD #8402 and West Kennydale SAD #9204). A Sewer Assessment District fee in the amount of $585.00 per unit is due for the Jones Avenue SAD and $10,473.86+interest is due for the West Kennydale SAD. Wastewater System Development Charges of $900.00 per new single family lot will also be required prior to the issuance of construction permits for the short plat. 6. CONSISTENCY WITH VARIANCE CRITERIA: hex report. doc City of Renton Development Regulations Section 4-9-250.8.5. -The Reviewing Official shall have authority to grant a variance upon making a determination, in writing, that the conditions specified below have been found to exist: City of Renton PIBIPW Department Report to the Hearing Examiner Bartell Short Plat LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DATE: April 13, 2004 Page 9 of 11 hex report. doc (a) That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification. A variance from the Tree Cutting and Land Clearing regulations (RMC Section 4-4-030) is necessary due to the presence of a stream in the southwest corner of the property. The existing stream runs parallel to Jones Avenue NE, which is also within the stream buffer. RMC Section 4- 4-030 requires a 25-foot buffer from the Ordinary High Water Mark (OHWM) of the stream. Without a variance, the applicant is unable to install the required street improvements associated with the proposed short plat. Many other property owners in the area and under the same zoning classification have recently subdivided their properties. To deny the requested variance from the required 25-foot stream buffer would be to deprive the owner of the subject site the ability to subdivide that many other owners in the vicinity enjoy. (b) That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated. Allowing a variance from the required 25-foot stream buffer is not anticipated to be detrimental or injurious to the public welfare or neighboring properties. The applicant has proposed several stream restoration measures that will help to return the stream to a more natural condition and undo some of the human alteration to the natural stream channel. Several restoration activities are proposed to mitigate any increased stream gradient associated with the street improvements (see discussion in the "Storm Water" portion of this report for more information). In addition to the mitigation and restoration activities proposed to enhance the existing stream, allowing street frontage improvements will enhance the safety and efficiency of vehicular and pedestrian traffic along Jones Avenue NE. (c) That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated. The approval of the requested variance would not constitute a grant of special privilege inconsistent with the limitation upon the uses of other properties in the vicinity. Many of the other properties in the vicinity have subdivided and installed street frontage improvements. The granting of the requested variance would allow the applicant to install frontage improvements that would comply with Renton Municipal Code standards for streets. Without a variance from the tree cutting and land clearing regulations, the applicant would need relief from the regulations requiring street improvements for new short plats. (d) That the approval as determined by the Reviewing Official is a minimum variance that will accomplish the desired purpose. Jones Avenue NE is located within the required 25-foot stream buffer. Any improvements to Jones Avenue NE WOUld, therefore, also be located within the stream buffer. The applicant is proposing to do only the minimum amount of improvements required by code. Therefore the variance to allow the installation of street improvements within the required 25-foot stream buffer is the minimum variance needed to accomplish compliance with the City of Renton subdivision regulations. City of Renton PIBIPW Department Bartell Short Plat Report to the Hearing Examiner LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DA TE: April 13, 2004 Page 10 of 11 G. RECOMMENDA TION: Staff recommends approval of the Bartell Short Plat, Project File No. LUA-04-007, SHPL-H, V-H, ECF subject to the following conditions: 1. The applicant shall comply with the mitigation measures imposed by the Environmental Review Committee. 2. The applicant s hall a Iter t he lot boundaries 0 f Lot 5 and Lot 6 to qualify asp ipestem lots meeting the minimum pipestem width requirements prior to short plat recording. 3. The applicant shall post the private street with "No Parking -Fire Lane" signs prior to recording of the short plat. 4. The applicant shall place a note on the face of the short plat requiring Lot 3 to take access from the private street. 5. The applicant shall place a note on the face of the short plat requiring Lot 9 to access from the shared driveway easement extending south from NE 24th Street to Lot 7. 6. The applicant shall install a 6-foot solid fence along the length of the shared driveway easement prior to recording of the short plat. 7. The applicant shall pay a Traffic Mitigation Fee of $75.00 per additional generated trip prior to short plat recording. 8. The applicant shall pay a Fire Mitigation Fee based on $488.00 per new single-family lot. 9. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single-family lot. Staff also recommends approval of the requested variance from Renton Municipal Code Section 4-4-130, to allow required street improvements to be installed within the 25-foot stream buffer. hex report.doc City of Renton PIBIPW Department Bartell Short Plat Report to the Hearing Examiner LUA-04-007, SHPL-H, V,H, ECF PUBLIC HEARING DA TE: April 13, 2004 Page 11 of 11 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. New single-family residential 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. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet (including attached garages), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Street addresses shall be visible from a public street. 3. Street shall be posted "No Parking" per City Street standards. All dead end streets over 150 long are required to have an approved turnaround. Building 1. A demolition permit is required for the demolition of the structure on the southern portion of the lot. Plan Review -Surface Water 1. A Surface Water System Development Charge of $715.00 per new family lot will be assessed and is payable prior to issuance of utility construction permit. 2. A drainage analysis and design is required to meet standards according to the 1990 King County Surface Water design manual. 3. The preliminary design submitted with the application shows a 12-inch pipe connection to the downstream system (prior to connection to an 18-inch pipe crossing under Jones Avenue NE). Verification that the pipe systems being installed and the downstream 18-inch systems have enough capacity for the entire basin (future conditions) build-out will be required. The analyses and verification will be required with the utility engineering plan application for this project. Plan Review -Water 1. A new 4-inch water main will be required to serve the internal lots with domestic water. Water meters are required to be installed on the individual lots. 2. New hydrant(s) will need to be installed to provide the required fire flow. 3. The System Development Charge shall be at the rate of $1 ,525.00 per single-family building lot. This fee is payable with the construction permit. Plan Review -Sanitary Sewer 1. Side sewers are required to be stubbed-out to the new lots. The plan submitted with the application review did not extend the side sewers to the interior lots. 2. This project falls within two Sewer Assessment Districts: SADs (Jones Ave SAD #8402 and West Kennydale SAD #9204). A Sewer Assessment District fee in the amount of $10,473.86 + interest is due for the West Kennydale SAD, and $585 per unit for the Jones Ave SAD. These fees are due at the time a construction permit is issued. 3. The Sanitary Sewer System Development Charges are based on a rate of $900.00 per lot. Payment of these fees will be required prior to issuance of utility construction permit. Plan Review -Transportation 1. This project is required by City Code to install half pavement width on the existing right of ways frontage to the site. The code also required installing curb, gutter, storm drainage, sidewalk, street signage, and streetlights along the frontage of the parcel being developed. 2. Corner lots at intersections are required to dedicate a minimum 15-foot turning radius at the corner. Property Services 1 . See memo from Sonja J. Fesser dated March 11, 2004. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. The permit requires three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee (this may be submitted at the sixth floor customer service counter. hex report. doc OJ .. 32 T24N R5E E 112 i ._ .. ...L._ ... ~.-:--.... ~.~~ ·,··RJ >~._., OC- ZONING PIBIPW Tl!CllNlCAL SBB.VICBS llIOf/03 ........ 1... . ..J 1. ..... . E4 .. 8 T23N R5E E 112 - - - -Renton <lit,. 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BACKGROUND ERG MEETING DA TE Project Name: Owner/Applicant: File Number: Project Description: Project Location: Site Area: RECOMMENDA TlON: Project Location Map City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE March 16,2004 Bartell Short Plat Bob and Alina Bartell 1725 N E '24th Street Renton, WA 98055 LUA-04-007, ECF, SHPL-H, V-H Project Manager: Kristina Catlin The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat approval, and Hearing Examiner Variance approval for a 9-lot subdivision of a 75,024 square foot (1.72 acre) site located within the Residential - 8 (R-8) zoning designation, An approximately 3,140 square foot single-family residence currently exists on the parcel, and is proposed to remain on Lot 7. The nine proposed lots range in size from 5,090 square feet to 13,743 square feet and are intended for the future development of detached single-family homes. Access is proposed via a new private street that would extend east from Jones Avenue NE and a driveway that would extend south from NE 24th Street along the eastern property boundary, Several of the proposed lots would have direct frontage on either Jones Avenue NE or NE 24th Street. Approximately 10,700 square feet of the site is proposed to be located in a storm tract. The storm tract would include the man-made pond existing on the site as well as the stream located in the southwest corner of the site. The required street improvements for the proposed plat would be located within the required 25-foot buffer and, therefore, a variance from the Land Clearing and Tree Cutting regulations is also required. 1725 NE 24th Street 1.72 acres (gross area) Existing Building Area: 3,140 square feet "-r----~ ... -.-... -..... - City of Renton PIBIPW Department BARTELL SHORT PLA T REPORT OF MARCH 16, 2004 B. RECOMMENDA T/ON Enviror Ital Review Committee Staff Report LUA-04-007, ECF, SHPL-H, V-H Page 2of6 Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINA TlON OF NON·S/GNIFICANCE Issue DNS with 14 da A eal Period. Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. MITIGA TION MEASURES DETERMINA TION OF XX NON· SIGNIFICANCE· MITIGA TED. xx Issue DNS-M with 14 da Appeal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. 1. The applicant shall install and maintain Temporary Erosion Control in accordance with the Department of Ecology Standards and to the satisfaction of the Development Services Division. 2. The applicant shall comply with the recommendations contained in the Stream Restoration Plan from Watershed Dynamics dated February 1, 2003, to the satisfaction of the Development Services Division. 3. The applicant shall install a grate on the exit culvert prior to recording of the short plat. 4. The applicant shall vegetate the stream and detention facility buffer areas with native vegetation, to the satisfaction of the Development Services Division prior to short plat recording. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The subject site is rectangular in shape and relatively flat. The steepest slope on the site is approximately 6- percent along the southwest side of the property. According to the US Soil conservation Service Soil Map, the site is primarily Indianola loamy fine sand (InC). The site is predominantly vegetated with grass, trees, and landscaping associated with the existing residence. The existing trees on site include fruit trees (cherry, apple, pear), deciduous trees (maple, aspen, poplar, dogwood, willow), and coniferous (cedar, fir, pine). The trees range in size from 8-inches to 36-inches in diameter. The tree cutting and land-clearing plan submitted by the applicant identifies approximately 40 trees to be removed as part of the proposed subdivision. The majority of the trees to be removed are fruit trees associated with the existing residential use. The applicant indicated in the project overview that care would be taken to preserve the existing large trees along the stream and along the south property line. Some grading is proposed as part of the subdivision process in order to create a detention system and complete the proposed stream restoration activities. The exact quantity of grading is not known at this time, however, the applicant anticipates that the grading and filling activities on site will balance and not require the import or export of soil. Some erosion could occur on site as a result of construction activities. In order to mitigate the potential erosion impacts on the site and surrounding area, staff recommends that the applicant be required to install and maintain Temporary Erosion Control in accordance with the Department of Ecology Standards and to the satisfaction of the Development Services Division. Mitigation Measures: • The applicant shall install and maintain Temporary Erosion Control in accordance with the Department of Ecology Standards and to the satisfaction of the Development Services Division. Policy Nexus: SEPA Environmental Regulations; Renton Municipal Code ere report.doe City of Renton P/B/PW Department BARTELL SHORT PLA T REPORT OF MARCH 16, 2004 2. Surface Water Enviror Ital Review Committee Staff Report LUA-04-007, ECF, SHPL-H, V-H Page 30f6 Impacts: Several surface water features exist on and around the sub~ect property. The subject property (Bartell site) is bordered by roadside ditches that convey water both along NE 241 Street and along Jones Avenue NE. There is an existing stream channel in the southwest corner of the Bartell site and a human-made pond. In addition to the surface water on the Bartell site, the aforementioned stream flows across the property immediately upstream (south) of the Bartell site. The property immediately south also contains a human-made pond. Due to the presence of a stream and a manmade pond on the subject property, a field reconnaissance and stream restoration report was required as part of the short plat application. Larry D. Burnstad, Senior Biologist at Watershed Dynamics, completed the reconnaissance and report. The scope of the stream evaluation included investigation of the human-created pond and stream channel located in the southwest corner of the subject property, review of the outlet of the pond located on the east side of Jones Avenue NE, the culvert under Jones Avenue, and the open channel on the property west of the Bartell site. The channel conditions upstream (south) of the subject property and the pond located on the property immediately south of the Bartell site were also reviewed. The human-created pond on the Bartell property is somewhat trapezoidal in shape and is approximately'40 feet wide and 50 feet long at the widest and longest dimensions. The area around the pond includes a variety of both native and non-native vegetation. Although the plan community surrounding the pond was indicative of wetland characteristics, a soil evaluation revealed no hydric soils in the area around the pond. Based on the findings outlined in the report by Larry D. Burnstad dated August 4, 2003 and Renton Municipal Code Section 4-3-050, the human- created pond feature is not regulated by the City's wetland regulations. The water flowing out of the pond flows into a ditch along the east edge of Jones Avenue NE and into an 18-inch culvert that directs stream flow under Jones Avenue NE and into the open channel on the west side of the road. The stream flowing through the southwest corner of the Bartell property is subject to a 25-foot buffer requirement. RMC 4- 4-130D restricts land clearing and tree cutting within required stream buffer areas. The street improvements that will be required as part of the proposed project will be located within the required buffer area. Therefore, a variance from the tree cutting and land clearing regulations (RMC Section 4-4-030) will be required in order to develop the site as proposed. The applicant is proposing to perform several stream restoration activities on the site as part of this development. According to a report prepared by Larry D. Burnstad on February 1,2003, 'The objective of the stream restoration project is to re-establish a defined stream channel in the area where a human-made pond essentially obliterated the defined stream channel." Since the required street improvement may result in a grade increase for the existing stream, which will in turn raise velocities and increase the mobilization of silts, sands, and small gravel, the stream restoration plan proposes installing rock weirs at specific points along the stream channel in order to reduce the mobility of streambed material and allow for the formation of small pools. The structures would help to maintain grade control and reduce or avoid the risk of increased channel scour from increased velocities. Since there is not a source of stream bank gravel recruitment upstream of the site, the report recommends installing streambed gravel meeting specific specification along the streambed and stream bank. The installation of this material will contribute streambed gravel to the channel and further reduce the impacts of scour and degradation of the stream over time. In addition to the above recommendations, the stream restoration report also outlines specific recommendations for stream bank construction, large woody debris placement, and buffer planting. Staff recommends that the applicant be required to comply with the recommendations contained in the Stream Restoration Plan from Watershed Dynamics dated February 1, 2003, to the satisfaction of the Development Services Division. Correspondence was received from the property owners directly upstream of the proposed development regarding concerns about off-site drainage impacts upstream. Their letter mentioned past flooding of their property as a result of blockages at the exit culvert and concerns about the appearance of the proposed detention facility. In order to ensure that the existing flooding issues in the vicinity are not exacerbated by the proposed development, staff recommends that the applicant be required to install a grate on the downstream culvert to mitigate any future blockage problems. In addition, staff recommends that the applicant be required to vegetate the stream and detention facility buffer areas with native vegetation, to the satisfaction of the Development Services Division. Mitigation Measures: • The applicant shall comply with the recommendations contained in the Stream Restoration Plan from Watershed Dynamics dated February 1, 2003, to the satisfaction of the Development Services Division. • The applicant shall install a grate on the exit culvert prior to recording of the short plat. erc report. doc City of Renton PIBIPW Department BARTELL SHORT PLA T Enviror Ital Review Committee Staff Report LUA-04-007, ECF, SHPL-H, V-H REPORT OF MARCH 16, 2004 The applicant shall vegetate the stream and detention facility buffer areas with native vegetation, to the satisfaction of the Development Services Division prior to short plat recording. Policy Nexus: SE'PA Environmental Regulations, Renton Municipal Code, Tree Cutting and Land Clearing 3. AccessiTransportation Page 4 of 6 Impacts: Access to the proposed lots is proposed through a series of private access easements and direct street frontage. Lots 1, 2, and 3 have direct street frontage on Jones Avenue NE. Lots 1 and 2 are proposed to have individual driveway access to Jones Avenue NE. Lot 3 is proposed to take access from a private street serving Lots 4, 5, and 6. The private street will be required to have a 26-foot wide easement with a minimum of 20-feet of pavement. Due to the length of the private street, a hammerhead turnaround meeting Fire Department standards is also required. The proposed hammerhead turnaround is accommodated in an easement on Lot 7. Lots 8 and 9 have street frontage on NE 24th Street and are proposed to have individual driveway access directly to NE 24th Street. A private driveway easement is proposed across Lot 9 for the benefit of the existing residence proposed to remain on Lot 7. The private driveway easement is 20-feet wide, which meets the standards for a shared driveway. A minimum of 12 feet of pavement will be required. Although the applicant has proposed an individual driveway for Lot 9, staff will likely recommend as a condition of short plat approval that Lot 9 be required to take access from the private driveway easement. Requiring Lot 9 to take access from a driveway easement shared with Lot 7 would reduce the number of driveway entrances to NE 24th Street and maintain compliance with the minimum separation distance for residential driveways required by the Renton Municipal Code. Mitigation Measures: No mitigation measures are recommended. Policy Nexus: Not applicable. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. ..L Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. ere report. doc City of Renton PIBIPW Department BARTELL SHORT PLA T Envirot Ita/ Review Committee Staff Report LUA-04-007, ECF, SHPL-H, V-H REPORT OF MARCH 16, 2004 Page 50f6 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. New single-family residential 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. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet (including attached garages), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Street addresses shall be visible from a public street. 3. Street shall be posted "No Parking" per City Street standards. All dead end streets over 150 long are required to have an approved turnaround. Building 1. A demolition permit is required for the demolition of the structure on the southern portion of the lot. Plan Review -Surface Water 1. A Surface Water System Development Charge of $715.00 per new family lot will be assessed and is payable prior to issuance of utility construction permit. 2. A drainage analysis and design is required to meet standards according to the 1990 King County Surface Water design manual. 3. The preliminary design submitted with the application shows a 12-inch pipe connection to the downstream system (prior to connection to an 18-inch pipe crossing under Jones Avenue NE). Verification that the pipe systems being installed and the downstream 18-inch systems have enough capacity for the entire basin (future conditions) build-out will be required. The analyses and verification will be required with the utility engineering plan application for this project. Plan Review -Water 1. A new 4-inch water main will be required to serve the internal lots with domestic water. Water meters are required to be installed on the individual lots. 2. New hydrant(s) will need to be installed to provide the required fire flow. 3. The System Development Charge shall be at the rate of $1 ,525.00 per single-family building lot. This fee is payable with the construction permit. Plan Review -Sanitary Sewer 1. Side sewers are required to be stubbed-out to the new lots. The plan submitted with the application review did not extend the side sewers to the interior lots. 2. This project falls within two Sewer Assessment Districts: SADs (Jones Ave SAD #8402 and West Kennydale SAD #9204). A Sewer Assessment District fee in the amount of $10,473.86 + interest is due for the West Kennydale SAD, and $585 per unit for the Jones Ave SAD. These fees are due at the time a construction permit is issued. 3. The Sanitary Sewer System Development Charges are based on a rate of $900.00 per lot. Payment of these fees will be required prior to issuance of utility construction permit. Plan Review -Transportation 1. This project is required by City Code to install half pavement width on the existing right of ways frontage to the site. The code also required installing curb, gutter, storm drainage, sidewalk, street signage, and streetlights along the frontage of the parcel being developed. 2. Corner lots at intersections are required to dedicate a minimum 15-foot turning radius at the corner. Property Services Property Services comments will be mailed under a separate cover. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. The permit requires three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee (this may be submitted at the sixth floor customer service counter. ere report.doe City of Renton P/B/PW Department BARTELL SHORT PLA T REPORT OF MARCH 16, 2004 TRANSMITTED this 2;t'd day of March, 2004 to the Owner/Applicants: Bob and Alina Bartell 1725 N E 24th Street Renton, WA 98055 TRANSMITTED this 22"d day of March, 2004 to the Contact: Mel Daley DMP, Inc. 726 Auburn Way North Auburn, WA 98002 TRANSMITTED this 22"d day of March, 2004 to the Parties-of-Record: Jean & Brian Stearns 2216 Jones Avenue NE Renton, WA 98056 Tyson Paoletti 1801 NE24th Street Renton, WA 98056 TRANSMITTED this 22"d day of March, 2004 to the following: Larry Meckling, Building Official L. Rude Neil Watts, Development Services Director Jennifer Henning Kayren Kittrick Jan Conklin Carrie Olson-Davis Lawrence J. Warren, City Attorney South County Journal Enviror tal Review Committee Staff Report LUA-04-007, ECF, SHPL-H, V-H Page 6of6 Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM April 5, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. ere report.doe ~. / ... ... ~< ~b;~ ~~~ >-"'1-:i::l Z o....,t<l !;OJ>: 03 f:;~ H ~5 ~. uJ>: ~ I t~!!! q "I ~II Y 1.1 --.. I ~IOIOIi!Ii:! .e~ ... !,llJ!J! E i ~ ; / ,.00 ! ~ :3, ul i .... i 8 ~ '-, NE 1/4 SECTION 05, TOWNSHIP 12, RANGE 0 E. W. 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'---"--'-'"'" ZONING PIBIPW TBCIINICAL SEllVICBS 03111103 i~ , " ;ttS' ... ~ """, ............. t;r::l .. - - - -Renton dtty LlmltIO _. ; ...... . ., .. ~ .. ~ •.••. ~m: 'b-c!Y" 4fD 1 ..... 00 D4 5 T23N R5E E 1/2 5305 -- ZO~-'NG MAP BOOK RESIDENTIAL ~ Resource Conservation ~ Residential 1 dulac ~ Residential 5 dulac ~ Residential 8 dulac I RHH I Residential Manufactured Homes I R-IO I Residential 10 dulac I R-14 I Residential 14 dulac I RH-II Residential Multi-Family Jolill I RM-N I Residential Multi-Family Neigbborhood Center IRM-C I Residential Multi-Family Suburban Center IRM-T I Residential Multi-Family Tl-adilional IRH-U I Residential Multi-Family Urban Center- MIXED USE CENTER ~ Center Neighborhood- @] Center Suburban- ~ Center Downtown- • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts. please see RMC 4-3. ~ Center Office Residential COMMERCAII. ~ Commercial Arterial· ~ Commercial Office· @] Convenience Commercial INDUSTRIAL o Industrial -Heavy [EJ Industrial -Medium o Industrial -Ught (P) Pu bliely owned -----Renton City Limits ---Adjacent City Umits _ Book Pages Boundary KROll PAGE# PAGE SECTfTOWNlRANGE INDEX r.:: p+ CIf -'r- """ .•... Wheeler, Mayor CITYvFRENTON PlanningIBuildinglPublicWorks Dep<:U1ment Gregg Zimmerman P.E., Administrator March 17, 2004 Mel Daley DMP, Inc. 726 Auburn Way N Auburn,WA 98002 SUBjECT: Bartell Short Plat LUA04-007, ECF, SHPL-H, V-H Dear Mr. Daley: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that , \' they have completed their review of the subject proJect. The ERC issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigatiqn Measures document. Appeals of the environmeritaldetermination must be filed in writing on Of before 5:00 PM April 5,2004. Appeals must be filed In wdting together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South GrC3dy Way, Renton,Vv A,9805,5. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8~,1 fO.B:AdOitional information regarding the appeal process may be obtained from the, Renton qty Clerk's Office,:H25) 430-6510. ' . . . ," '. .,., . , . .: .. : A Public Hearing will be held by the Renton Hearing Examiner in the Council Cha~bers.on the seventh floor of City Hall, 1055 South Grady Way,Reriton,Washington, on April 13, 2004 at 9:00 AM to consider the Short Plat and Variance. The applicant orrepresentative(s)oftheapplicant isrequired to be present at the public hearing. A copy of th.e staff report will be mailedloybu one week before the hearing. If the Environmental Determination is appealed; the appeal win be h,eardas part of this public hearing. . . -: . . . . . . . The preceding information will assist you in planningfo[ implementation of y~ur project and enable you to exercise your appeal rights more fully, if you choose to do so~ If you have any questions or desire clarification of the above, please call me at (425) 430-7270. ' For the Environmental Review Committee, Kristina Catlin Associate Planner cc: Jean & Brian Stearns, Tyson Paoletti /Parties of Record Bab and Alina Bartell/Owners Enclosure -------------lO-5-5-S~ou-th-G--ra-dy-W--ay---R-e-n-to-n-,W-a-s-hl-.n-gt-o-n-9-80-5-5------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE -CITY. RENTON ..... "ullll."r-Wheeler. Mayor PlanningIBuildinglPublic Works Department - Gregg Zimmerman P.E., Administrator March 17. 2004 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia. WA 98504-7703 Subject: Environmental Determination -Transmitted herewith isa copy of the Environmental Determination for the following project reviewed by_ the Environmental Review Committee (ERG) on March 16. 2004: DETERMI-NATIONOF NON~SIGNIFICANCE-MITIGATED PROJECT NAME: Bartell Short Plat PROJECT NUMBER: LUA04-o07, ECF, SHPL-H,V-H LOCATION: 1725 NE 24th Street --_ _ DESCRIPTION: The applicant is requesting Envirorlmemtal(SEPA) Review. Hearing Examiner Short Plat approval,and Hearing Examiner Variance approval for a 9-lot subdivision of a 75.024 square foot (1.72 acre) site located within the Residential - 8 (R-8) zoning designation; An approximately 3,140 square footsingle~fainilyresidence currently exists on the parcel, and is proposed to remain on Lot 7.--The nine proposed lots range_in size from 5;090 square feet to 13,743 square feet and are intended foretha future. development of detached single-family homes. Access is proposed via a riewprivate-streetthatwould extend east from Jones Avenue NE and a driveway that wou Id extend south frolT) N E 24th-Street along the eastern property boundary. Several-of the-proposed-Iots wouldhavedirectfroritage on either Jones Avenue NEor NE 24th Street. Approximately 1 O. 700squarefeet ofthe site is proposed to be located in a storm tract _ - The storm tract would include the man-made pond exis'tingon the site as well as the stream located in the southwest corner of the site. The required .street improvements for the proposed plat would be located within the required 25,foot buffer and. therefore. a variance from the Land Clearing and Tree Cutting rE3guiations is als'o required. Appealsofthe environmental determination must befiled in writing onorhefore 5:00 PM April 5, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: -Hearing Examiner. City of Renton, 1 055 South Grady Way. Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions._ please call me at (425) 430-7270 For the Eiwironmental Review Committee. Kristina Catlin Associate Planner cc: King County Wastewater Treatment Division WDFW. Stewart Reinbold ~En~clOS~J![e~ ____ ~ ______________ ~R-E--N-TO-N 1055 South Grady Way -Renton, Washington 98055 * This paper contains 50% recyded material, 30% post consumer AHEAD OF THE CURVE ENVIRONMENTAL DETERMINATION (& PUBLIC HEARING) ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: BARTELL SHORT PLAT PROJECT NUMBER: LUA-04-007~ ECF, SHPL-H, V-H LOCATION: 1725 NE 24 H STREET DESCRIPTION: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat approval, and Hearing Examiner Variance approval for a 9-lot subdivision of a 75,024 square foot (1.72 acre) site located within the Residential - 8 (R-8) zoning designation. An approximately 3,140 square foot single-family residence currently exists on the parcel, and is proposed to remain on Lot 7. The nine proposed lots range in size from 5,090 square feet to 13,743 square feet and are intended for the future development of detached single-family homes. Access is proposed via a new private street that would extend east from Jones Avenue NE and a driveway that would extend south from NE 24th Street along the eastern property boundary. Several of the proposed lots would have direct frontage on either Jones Avenue NE or NE 24th Street. Approximately 10,700 square feet of the site is proposed to be located in a storm tract. The storm tract would include the man-made pond existing on the site as well as the stream located in the southwest corner of the site. The required street improvements for the proposed plat would be located within the required 25-foot buffer and, therefore, a variance from the Land Clearing and Tree Cutting regulations is also required. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM April 5, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the 7th floor of City Hall, 1055 South Grady Way, Renton, Washington, on April 13, 2004 at 9:00 A M to consider the Short Plat and Variance. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION • APPLICATION NO(S): APPLICANT: PROJECT NAME: CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) LUA-04-007, ECF, SHPL-H, V-H Bob and Alina Bartell Bartell Short Plat DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat approval, and Hearing Examiner Variance approval for a 9-lot subdivision of a 75,024 square foot (1.72 acre) site located within the Residential - 8 (R-8) zoning designation. An approximately 3,140 square foot single-family residence currently exists on the parcel, and is proposed to remain on Lot 7. The nine proposed lots range in size from 5,090 square feet to 13,743 square feet and are intended for the future development of detached single-family homes. Access is proposed via a new private street that would extend ew,st from Jones Avenue NE and a driveway that would extend south from NE 241 Street along the eastern property boundary. Several of the tProposed lots would have direct frontage on either Jones Avenue NE or NE 241 Street. Approximately 10,700 square feet of the site is proposed to be located in a storm tract. The storm tract would include the man-made pond existing on the site as well as the stream located in the southwest corner of the site. The required street improvements for the proposed plat would be located within the required 25-foot buffer and, therefore, a variance from the Land Clearing and Tree Cutting regulations is also required. LOCATION OF PROPOSAL: LEAD AGENCY: 1725 NE 241h Street City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM April 5, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: March 22, 2004 DATE OF DECISION: March 16, 2004 SIGNATURES: Gre g Zimmerman, Administrator Department of Planning/Building/Public Works Wheeler, Fire Chief enton Fire Department 2DO(} DATE DKrE / City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: APPLICATION NO: LUA-04-007, ECF, V-H, SHPL-H APPLICANT: Bob & Alina Bartell PROJECT TITLE: Bartell Short Plat SITE AREA: 5429 s uare feet BUILDING AREA gross: LOCATION: 1725 NE 24th Street I WORK ORDER NO: 77211 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat Review, and Hearing Examiner Variance approval for a 9-lot subdivision in the Residential 8 dwelling units per acre (R-8) zone. The applicant proposes to subdivide a 75,024 square foot (1.72 acre) parcel into 9 lots. The proposed lots range in size from 5,090 to 13,743 square feet. The lots would have access to NE 24th Street or Jones Avenue NE either via direct frontage or via private access easements. The proposed subdivision requires a variance from the City of Renton stream buffer regulations in order to install the required street frontage improvements within the required 25-foot stream buffer. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtlGlare Plants Recreation LandlShoreline Use Utilities Animals Transportation ~ Environmental Health Public Services ~ Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELA TED COMMENTS 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 where additional i ormation is needed to properly assess this proposal. Signature of Director or Authorized Representative Routing.doc Date Rev. 10193 DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM March 11, 2004 Kristina Catlin Sonja J. Fesser,):>i Bartell Short Plat, LUA-04-007-SHPL Fonnat and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant concerning the preliminary short plat submittal: The legal description is incorrect as presented. There should be no exception noted in said legal. See the correct legal description attached to "Schedule A" of the Pacific Northwest Title Company Short Plat Certificate, Title Order No. 552525, dated November 7,2003. Information needed for [mal short plat approval includes the following: Note the City of Renton land use action number and land record umber, LUA-04-007-SHPL and LND-20-0367, respectively, on the drawing, preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. 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. Note what was found when visiting the existing monuments. Provide short plat and lot closure calculations. 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. \H:\Fiie Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RV040225.doc March 11, 2004 Page 2 ........ Note all easements, covenants and agreements of record on the drawing, if any. Note the plat name and tract numbers of the properties to the east and south of the subject parcel. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the short plat drawing. On the final short plat submittal, remove all references to pavement, rockery, decks and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. Remove the building setback lines noted on the short plat lots. Setbacks will be determined at the time that building permits are issued. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. The City of Renton Administrator of PlanningIBuildinglPublic Works is the only city official who signs this 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 short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing. 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 short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The short plat will be recorded first (by King County). The recording number(s) for the associated document(s) are to be referenced on the short plat drawing. Provide spaces for the recording numbers thereof. The two new 20' easements for ingress, egress and utilities (?) are shown for the benefit of future owners of the proposed lots. Note on the drawing the following statement: "Area for private 20' ingress, egress and utility easement" for each new easement. Since the new lots created via this short plat are under common ownership at the time of recording, there can be no new easements established until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. Add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in returnfor the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new easement shown on this short plat to any and allfuture H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RV040225.doc\cor March 11,2004 Page 3 purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this short plat. The private ingress, egress and utility easements require a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. Note the attachment on the drawing. Fee Review Comments: The Fee Review Sheet for this review of the preliminary short plat is provided for your use and information. H:\File Sys\LND -Land Subdivision & Surveying Records\LND·20 -Short Plats\0367\RV040225.doc\cor AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUlREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. TInS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER TIIAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURF ACE. IT IS THE HOMEOWNER'S RESPONSffiILITY TO PROTECT THE CITY'S DRINKING WATER. Title for both ofthe foLLowing paragraphs: NEW PRIV ATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT Use the following paragraph if there are two or more lots participating in the agreement: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WroTH IS GREATER THAN 20 FEET. Use the following paragraph if there is one lot subject to the agreement: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNER OF LOT SHALL HAVE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WroTH IS GREATER THAN 20 FEET. PROPERTY SERVTr<---, FEE REVIEW FOR SUBDIVISIONS ~4 ----L..01 1'--__ APPLICANT: '33A.l=qEJ L} -er=,e & AJ,..ILIA-I LJRS;Z:UI A. b1ABkIEWIC8CEIVEDFROM ___ ~ __ (date) JOB ADDRESS:, J 7te.5 Nt=: C4TH. sr· NATURE OF WORK: 9-1 err: 5Hoa:t 1?' .AT (BA..?TE' I X PRELIMINARY REVlEWbF SUBDIV1SION BY LONG PLAT, . won 77e.11 $HoA::C1?~) LND# 20 -0:3<47 NEED MORE INFORMATION: .. LEGAL DESCRIPTION SHORT PLAT, BINDING SITE PLAN, ETC. PID #'5 -VICINITY MAP -FINAL REVIEW OF SUBDIVISION, TIllS REVIEW REPLACES SQUARE FOOTAGE -OTHER PRELIMINARY FEE REVIEW DATED _____ _ FRONT FOOTAGE SUBJECT PROPERTY PARENT PID# 5a4.e.gO-.3~ X NEW KING CO. TAX ACCT.#(s) are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice, that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements (i.e. underground utilities, street improvements, etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The existing house'on SP Lot # , addressed as has not previously paid ____ SDC fees, due to connection to City utilities prior to existance of SDC fee Om. SP LoW win be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. ~ d NOT' I d . fi'd I' fi th f The ollowing quoted fees 0 IDe u e tnspectlOn ees, SI e sewer PC!muts, r w permit ees or e cost 0 water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) WATER Latecomer Alrreement (pvt) W ASTEW A TER Latecomer Ae:reement (pvt) OTHER Special Assessment DistrictIW ATER NE 2~~81 . .,101..159 AVE f..E SAl::> ~ 8A~2 12-$O.27qe~55q X a.F. 37)S05S.T. 1$ 15 710.7Q WS::~Tat'Kss~~WATER ~ q,eoA-$.sz5.0~rr+ .!.!:I'E ~l...CL5 $e.4co.OC Joint Use Ae;reement (METRO) t.. ~ I)U~)C ~I"JQ) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVEWPMENT CHARGE -WATER .. Estimated #OFUNITSI SDCFEE -Pd Prevo -Partially Pd (Ltd Exemption) -Never Pd SQ. FTG. Single family residential $1,525/unit x B Mobile home dwelling unit $1220/unit in park Apartment, Condo $915/unit not in CD or COR zones x Commercial/Industrial, $O.213/sq. ft. of property (not less than $1,525.00) x Boeing. by Special Agreement/Footprint of Bldg plus 15 ft perimeter (2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE -WASTEWATER" Estimated .. Pd Prevo -Partially Pd (Ltd Exemption) -Never Pd Single family residential $900/unit x 2> Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x Commercial/Industrial $O.126/sq. ft. of property x(not less than $900.00) SYSTEM DEVELOPMENT CHARGE -SURFACEWATER .. Estimated -Pd Prevo -Partially Pd (Ltd Exemption) , -Never Pd Single family residential and mobile home dwelling unit $715/unit x .B.. All other properties $0.249/sq ft of new impervious area of property x (not less than $715.00) I PRELIMINARY TOTAL Jbl~) D~. ,,]anotA ) z/eq;fo4 Signatureo RevieUng Authonty Di\TE $ $ Ie con.oo $ 7.~.QC) $ 5 72('),00 4Q.2..30.7Q I\) o o .,. .. *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. 11 II) <: ... II) :Ii: Square footage figures are taken from the King County Assessor's map and are subject to change. Current City SDC fee charges apply to __________________ _ , EFFECTIVE January 1, 2004 :l o Project Name 12 AJ?-IElL £.\.\'fL--' Project A~dress \ 1 d-,5 N (, 1...,:\ \-V\ S1J2.e'E.l Contact Person 'bQ'b <V t\L\f\)~ JA\'LRLL Address ______________ _ Phone Number. 0_0 ___________ _ Permit Number LV A -D vi -00:t ""', , , Proj~c;:t Description Cj Lor SIt-Jl'll £ ~""''10 '5k\QVg fLAT \&\/ON~ eY 1.$Q\'*1 b\ouE;:.{n::: land Use Type: . lEt-Residential _ Method of Calculation: Ilt-iTE Trip Generation Manu,aI o Retail o Traffic Study· . o Non·retail o Other Calculation: .~. 0- .-q-t= 0 ~ ~~~> €> 'j.. ~. 57 ~ lLP·C:S~ ~~J..& ~rs. flo. c::, lp '). '7 S = <! '5 J 74 ~. o-v Transportation Mitigation Fee: ¢s? 1/ ~ . ()"O Calculated by: -\-S. t< Ji-nw Account Number: __________ _ Date of Payment ___________ _ 1~£~V0 q.57 Tf2(fS./'S1==" ,Ac~ -o· CITY OF RENTON MEMORANDUM Date: March 9, 2004 To: Kristina Catlin From: Mike Dotson~ Subject: Bartell Short Plat, LUA-04-007, ECF, V-H, SHPL-H 1725 NE 24th Street The following Utility and Transportation comments concern the Environmental (SEPA) review for the subject 9-lot subdivision. EXISTING CONDITIONS WATER -Water mains (12' and 8") currently exist within the existing Right of Way frontage of this property. The modeled fire flow available to the property is approximately 2900 gpm. The site is situated within the 435 -water pressure zone. Static Pressure is approximately 80 psi. The site is within Zone 2 of the Aquifer Protection Area. SEWER -There is an existing 8" sewer main along the frontage of the site. SURFACE WATER -The site drains to the South Kennydale Creek basin, sub-basin of Lake Washington. A watercourse (a regulated but unnamed creek) crosses the southwest corner of the site. A man-made pond exists on the site. No significant downstream drainage problems have been identified. STREETS -No frontage improvements (curb, gutter, sidewalk, or street lights) currently exist at this location. CODE REQUIREMENTS WATER 1. A new 4" watermain will be required to serve the internal lots with domestic water. Water meters are required to be installed on the individual lots. 2. New hydrant(s) will be installed to provide the required fire flow. 3. The System Development Charge shall be at the rate of $1,525 per single-family building lot. This fee is payable with the construction permit. SANITARY SEWER 1. Side sewers are required to be stubbed-out to the new lots. The plan submitted with application review did not extend the side sewers to the interior lots. 2. This project falls within two Sewer Assessment Districts: SADs (Jones Ave SAD #8402 and West Kennydale SAD #9204). A Sewer Assessment District fee in the amount of H:IOivision.sIOevelop.serIOev&plan.ingIPROJECTSI04-007.Kristinal8artell greeniolder.doc $10,473.86 + interest is due for the West Kennydale SAD, dnd $585 per unit for the Jones Ave SAD. These fees are due at the time a construction permit is issued. 3. The System Development Charge shall be at the rate of $900 per single-family site. This fee is payable with the construction permit. SURFACE WATER 1. A drainage analysis and design is required to meet standards according to the 1990 King County Surface Water design manual. 2. The System Development Charge shall be at the rate of $715 per single-family site. This fee is payable with the construction permit. TRANSPORTATION 1. This project is required by City Code to install half pavement width on the existing right 'of ways frontage to the site. The code also requires installing curb, gutter, storm drainage, sidewalk, street signage, and street lights along the frontage of the parcel being developed. 2. Corner lots at intersections are required to dedicate a minimum 15 feet turning radius at the corner. PLAN REVIEW -GENERAL 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. The permit requires three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee (this may be submitted at the sixth floor customer service counter). CONDITIONS 1. Temporary Erosion Control shall be installed and maintained in accordance with the Department of Ecology Standards. 2. A Traffic Mitigation Fee of $75.00 per additional Average Daily Trip shall be assessed. The total for 8 new homes is $5,742.00. This fee is due when the short plat is recorded. cc: Neil Watts H:IDivision.sIDevelop.ser\Oev&plan.ingIPROJECTSI04·007.KristinalBartel1 greenfolder.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM March 11, 2004 Kristina Catlin Sonja J. Fesser.}i Bartell Short Plat, LUA-04-007-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant concerning the preliminary short plat submittal: The legal description is incorrect as presented. There should be no exception noted in said legal. See the correct legal description attached to "Schedule A" of the Pacific Northwest Title Company Short Plat Certificate, Title Order No. 552525, dated November 7,2003. Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record umber, LUA-04-007-SHPL and LND-20-0367, respectively, on the drawing, preferably in the upper right-hand comer. The type size used for the land record number should be smaller than that used for the land use action number. 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. Note what was found when visiting the existing monuments. Provide short plat and lot closure calculations. Indicate what has been, or is to be, set at the comers of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RV040225.doc March 11, 2004 Page 2 Note all easements, covenants and agreements of record on the drawing, if any. Note the plat name and tract numbers of the properties to the east and south of the subject parcel. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the short plat drawing. On the final short plat submittal, remove all references to pavement, rockery, decks and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. Remove the building setback lines noted on the short plat lots. Setbacks will be determined at the time that building permits are issued. Because the subject property falls within Zone 2 of the City of Renton Aquifer Protection Area, the Aquifer Protection Notice needs to be noted on the drawing. See the attachment. The City of Renton Administrator of PlanninglBuildinglPublic Works is the only city official who signs this 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 short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing. 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 short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The short plat will be recorded first (by King County). The recording number(s) for the associated document(s) are to be referenced on the short plat drawing. Provide spaces for the recording numbers thereof. The two new 20' easements for ingress, egress and utilities (?) are shown for the benefit of future owners of the proposed lots. Note on the drawing the following statement: "Area for private 20' ingress, egress and utility easement" for each new easement. Since the new lots created via this short plat are under common ownership at the time of recording, there can be no new easements established until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. Add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owners of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenant and agree to convey the beneficial interest in the new easement shown on this short plat to any and all future H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RV040225.doc\cor , March 11, 2004 Page 3 purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this short plat. The private ingress, egress and utility easements require a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. Note the attachment on the drawing. Fee Review Comments: The Fee Review Sheet for this review of the preliminary short plat is provided for your use and information. H:\Pile Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0367\RV040225.doc\cor AQUIFER PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITIllN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. TIllS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURF ACE. IT IS THE HOMEOWNER'S RESPONSffiILITY TO PROTECT THE CITY'S DRINKING WATER. Title for both of the following paragraphs: NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT Use the following paragraph if there are two or more lots participating in the agreement: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIDILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIDILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIV ATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIDITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. Use the following paragraph if there is one lot subject to the agreement: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNER OF LOT SHALL HAVE OWNERSHIP AND RESPONSIDILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIDILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIV ATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIDITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. PROPERTY SER\fT""ES FEE REVIEW FOR SUBDIVISIONS ·''',2004 ---L...<t I~ __ APPLICANT: ~ L, Poe & AJ,..I LJA. } 1 )AS;: UJ A. blABkIEWIC8CEIVED FROM _____ _ (date) JOB ADDRESS:. 17e5 NE 24TH. sr· NATURE OF WORK: 9-J..o:t: 5Hoa::t 1?1 .AT (~I I X PRELIMINARY REVIEWbF SUBDIV1SION BY LONG PLAT, won 77i!11 $Ho~:F?LA;(\ LND# 20 -oaC:.7 NEED MORE INFORMATION: .. LEGAL DESCRIPTION SHORT PLAT, BINDING SITE PLAN, ETC. PID D's -VICINITY MAP -FINAL REVIEW OF SUBDIVISION, THIS REVIEW REPLACES SQUARE FOOTAGE -OTHER PRELIMINARY FEE REVIEW DATED _____ _ FRONT FOOTAGE SUBJECT PROPERTY PARENT PID# 1384.:'90 -.5G:OO X NEW KING CO. TAX ACCT.#(s) are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice, that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements (i.e. underground utilities, street improvements, etc.) Triggering mechanisms for the SOC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The existing house on SP Lot # , addressed as has not previously paid ____ SDC fees, due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. Th fi II d fi d NOT' I d . fi'd /. fi th f e 0 owmg Quote ees 0 me u e mspectlon ees, Sl e sewer permits, r w permit ees or e eost 0 water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) WATER Latecomer Agreement (pvt) W ASTEW ATER Latecomer Agreement (pvt) OTHER Special Assessment District/W A TER NE 20"1H~ ..JOI-.1SS AVE f..lE SJ!.P ~ AA.('")2 12-$O.'2!7qe~55q X e·F. 37) 505 s.+: 1$ 15 7/0.7Q wm~TaI'Kss~~Rfas~~~EWATER~ Q204 $.sz5.00~urr+ I!!E B 1..Oi5 $8.400.0l': Joint Use Agreement (METRO) (.11> I)OO~)c L.JI-l~ Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE -WATER .. Estimated # OF UNITS/ -Pd Prevo .. Partially Pd (Ltd Exemption) -Never Pd SQ. FTG. Single family residential $1,525/unit x 8. Mobile home dwelling unit $I220/unit in park Apartment, Condo $9I5/unit not in CD or COR zones x Commercial/Industrial, $0.213/sq. ft. of property (not less than $1,525.00) x Boeing, by Special Agreement/Footprint of Bldg plus 15 ft perimeter (2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE -WASTEWATER" Estimated .. Pd Prevo -Partially Pd (Ltd Exemption) .. Never Pd Single family residential $900/unit x ?> Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x Commercial/Industrial $0.I26/sq. ft. of property x(not less than $900.00) SYSTEM DEVELOPMENT CHARGE -SURFACEWATER .. Estimated -Pd Prevo .. Partially Pd (Ltd Exemption) .. Never Pd Single family residential and mobile home dwelling unit $715/unit x B All other properties $0.249/sq ft of new impervious area of property x (not less than $715.00) I PRELIMINARY TOTAL ,-v31~) ~. \ 1z}Ao'A ) z/e'?:/o4 SignatureO Revie?Jng Authority Df\. TE $ SDC FEE $ JecOQ.OO e 7 pjYV")~ $ 5 72(").('Y"j 4Q,2..30.7Q N o o "'" .. *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. 11 CD <: .... Square footage figures are taken from the King County Assessor's map and are subject to change. Current City SDC fee charges apply to __________________ _ , EFFECTIVE January 1, 2004 CD >l !l o City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?,...~+~ Svc.-'S, COMMENTS DUE: MARCH 9, 2004 APPLICATION NO: LUA-04-007, ECF, V-H, SHPL-H . DATE CIRCULATED: FEBRUARY 24,2004 APPLICANT: Bob & Alina Bartell PROJECT MANAGER: Kristina Catlin -PROJECT TITLE: Bartell Short Plat PLAN REVIEW: Mike Dotson tr'll:CI:I'I_ ","_ .. -u rrn SITE AREA: 5429 square feet BUILDING AREA (gross): 1"I .. -0---1It:§ LOCATION: 1725 NE 24th Street WORK ORDER NO: 77211 c,:u ".:1 2004 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner ShO~~~ Hearing Examiner Variance approval for a 9-lot subdivision in the Residential 8 dwelling units per acre (R-8) zon~~ 'T~r ~~~'" proposes to subdivide a 75,024 square foot (1.72 acre) parcel into 9 lots. The proposed lots range in size from 5,090 to 13,743 square feet. The lots would have access to NE 24th Street or Jones Avenue NE either via direct frontage or via private access easements. The proposed subdivision requires a variance from the City of Renton stream buffer regulations in order to install the required street frontage improvements within the required 25-foot stream buffer. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS 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 where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Routing.doc Date Rev. 10193 Kathy Keolker-Wheeler, Mayor March 11, 2004 Brian & Jean Stearns 2216 Jones Avenue NE .Rentbn, WA98056 Subject: Bartell Short Plat LUA-04-007, ECF, SHPL-H, V;.H Dear Mr. and Mrs. Stearns: CITY &F RENTON' PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator The Developrn~nt Planning Section of the City of Henton received your letter regarding the above referenced project. Thank yo'u for your comments on this proposal. Your comments have been made part of the official file and your concerns will be considered. ... .. You will be made an official party of record for this land use application and will receive notification via mail of any decisions related to this project. Please feel free to contact meat 425~430-7270 with additional questions. Sincerely, Kristina Catlin Associate' Planner cc yellow file -------IO-5-5-S-o~ut-h-G-r-ad-y-W-a-y---R-e-n-to-n-, W-as-h-in-g-to-n-9-8-0-55-------~ * This paper contains 50% recycled material, 30% post consumer . AHEAD OF THE CURVE 03/09/04 TUB 17:55 FAX 206 318 8429 STARBUCKS COFFEE COMPANY Attn: Kristina Catlin, associate planner City of Renton f.425.430.7300 Jean & Brian Stearns 2216 Jones Ave NE Renton, WA 98056 Comments regarding the proposed development Bartell Short Plat, LUA04-007 Located at 1725 NE 24th Street As adjacent property owners immediately upstream (south) of the proposed development, we would like. to express our comments regarding the design of the proposed storm tract and stream channel modifications. 1. We realize the existing pond on site is man-made. In fact, it is our understanding that the original stream channel itself was man-made or redefined decades ago in order to help facilitate drainage when the property was in agricultural use. Why replace a functioning pond with an engineered storm tract? The existing pond serves the same purpose and already provides an excellent, mature habitat. The channels entering and exiting the pond could be improved in function as called out in the proposed development documents. 2. We have some concem about the proposed stream channel and drainage surrounding the sidewalk improvements. During high rainfall periods, the existing right-of-way ditches fill with water in both directions for some distance. Our property was flooded three times last year as a result of blockage at the exit culvert. If that water is not accommodated for in the re-design. it will flood the pond area located upstream on the adjacent property. We would like to be assured that the proposed design does not impact off-site drainage immediately upstream. 3. The visual impact of the proposed storm tract is. also of concern. The buffer area around the tract sho~ld be planted with native vegetation and screened from the adjacent properties. ~OOl c::::· City of'Renton Department of Planning / Building / Public' Works EN V I RON MEN TAL & DE VEL 0 PM E N TAP P L Ie A T ION REV lEW SHE E T REVIEWING DEPARTMENT: ?a...,.\L.s COMMENTS DUE: MARCH 9, 2004 APPLICATION NO: LUA-04-007, ECF, V-H, SHPL-H DATE CIRCULATED: FEBRUARY 24, 2004 APPLICANT: Bob & Alina Bartell PROJECT MANAGER: Kristina Catlin PROJECT TITLE: Bartell Short Plat PLAN REVIEW: Mike Dotson SITE AREA: 5429 square feet BUILDING AREA (gross): LOCATION: 1725 NE 24th Street I WORK ORDER NO: 77211 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat Review, and Hearing Examiner Variance approval for a 9-lot subdivision in the Residential 8 dwelling units per acre (R-8) zone. The applicant proposes to subdivide a 75,024 square foot (1.72 acre) parcel into 9 lots. The proposed lots range in size from 5,090 to 13,743 square feet. The lots would have access to NE 24th Street or Jones Avenue NE either via direct frontage or via private access easements. The proposed subdivision requires a variance from the City of Renton stream buffer regulations in order to install the required street frontage improvements within the required 25-foot stream buffer. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtlG/are Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet .C/ B. C. CODE-RELATED COMMENTS d ~~~a0C~.h~.-d3 rV a/lh 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 where additional information is needed to properly assess this proposal. Date Rev. 10193 A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS "It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of $530.76 per each new single family lot to address these potential impacts." Parks Mitigation Fee CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONTACT: SUBJECT: March 5, 2004 Kristinac~ Rebec~ind Don Erickson Bartell Short Plat, 1725 NE 24th Street; LUA-04-007, ECF, VR, SHPL-R Staff reviewed and commented on this nine lot short plat on January 31, 2003 and at that time supported it. Recommendation: Continue to support this nine lot short plat. The applicant should be encouraged, however, to do everything in their power to ensure that the stormwater detention pond is an attractive visual amenity given it's proximity to Jones Avenue NE and the fact that four of the lots will have to drive by it to every time they enter or leave the development. Staff do not support any variance request that would waive the applicant putting in required curbs, gutters, sidewalks and other required street improvements for a subdivision of this size. It is estimated that their will be 22 to 23 residents living here, many of whom will be children of school age. There is a legitimate safety concern about having children, the elderly, and senior citizens use unimproved street right-of-ways when walking about their neighborhoods. Attachment cc: Don Erickson H:\EDNSP\Jnterdepartmental\Development Review\Green File\Comments\Bartell Short Plat.doc\cor CITY OF RENTON MEMORANDUM Date: March 10, 2004 To: Kristina Catlin From: Mike Dotson Subject: Bartell Short Plat, LUA-04-007, ECF, V-H, SHPL-H 1725 NE 24th Street The following Utility and Transportation comments concern the Environmental (SEPA) review for the subject 9-lot subdivision. EXISTING CONDITIONS WATER -Water mains (12' and 8") currently exist within the existing Right of Way frontage of this property. The modeled fire flow available to the property is approximately 2900 gpm. The site is situated within the 435 -water pressure zone. Static Pressure is approximately 80 psi. The site is within Zone 2 of the Aquifer Protection Area. SEWER -There is an existing 8" sewer main along the frontage of the site. SURFACE WATER -The site drains to the South Kennydale Creek basin, sub-basin of Lake Washington. A watercourse (a regulated but unnamed creek) crosses the southwest corner of the site. A man-made pond exists on the site. No significant downstream drainage problems have been identified. STREETS -No frontage improvements (curb, gutter, sidewalk, or street lights) currently exist at this location. CODE REQUIREMENTS WATER 1. A new 4" watermain will be required to serve the internal lots with domestic water. Water meters are required to be installed on the individual lots. 2. New hydrant(s) will be installed to provide the required fire flow. 3. The System Development Charge shall be at the rate of $1,525 per single-family building lot. This fee is payable with the construction permit. SANITARY SEWER 1. Side sewers are required to be stubbed-out to the new lots. The plan submitted with application review did not extend the side sewers to the interior lots. 2. This project falls within two Sewer Assessment Districts: SADs (Jones Ave SAD #8402 and West Kennydale SAD #9204). A Sewer Assessment District fee in the amount of C:IPlan ReviewlBarteli greenfolder.doc $10,473.86 + interE:::;{ is due for the West Kennydale SAD, and $585 per unit for the Jones Ave SAD. These fees are due at the time a construction permit is issued. 3. The System Development Charge shall be at the rate of $900 per single-family site. This fee is payable with the construction permit. SURFACE WATER 1. A drainage analysis and design is required to meet standards according to the 1990 King County Surface Water design manual. 2~: The preliminary design submitted with the application shows a 12" pipe connection to the;-"" , . downstream system (prior to connection to a 18" pipe crossing under Jones Ave NE):' I I • Verification that the pipe systems being installed, and the downstream 18" system, have , enough capacity for the entire basin (future conditions) build-out. The analysis and \ verification will be required with the utility engineering plan application for this project. . ~ ~ 3. The System Development Charge shall be at the rate of $715 per single-family site. This fee is payable with the construction permit. TRANSPORTATION 1. This project is required by City Code to install half pavement width on the eXisting right of ways frontage to the site. The code also requires installing curb, gutter, storm drainage, sidewalk, street signage, and street lights along the frontage of the parcel being developed. 2. Corner lots at intersections are required to dedicate a minimum 15 feet turning radius at the corner. PLAN REVIEW -GENERAL 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. The permit requires three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fee (this may be submitted at the sixth floor customer service counter). CONDITIONS 1. Temporary Erosion Control shall be installed and maintained in accordance with the Department of Ecology Standards. 2. A Traffic Mitigation Fee of $75.00 per additional Average Daily Trip shall be assessed. The total for 8 new homes is $5,742.00. This fee is due when the short plat is recorded. cc: Neil Watts C:IPlan Reviewl6artell greenfolder.doc CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: February 25, 2004 TO: Kristina Catlin, Senior Planner , ()/ FROM: Jim Gray, Assistant Fire Marshal r;)AL SUBJECT: Bartell Short Plat, 1725 NE 24th Street MITIGATION ITEMS; 1. A fire mitigation fee of $488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Street addresses shall be visible from a public street. 3. Street shall be posted "No Parking" per City Street Standards. Please feel free to contact me if you have any questions. City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~~~c)'Y\ C:;v'~s.. COMMENTS DUE: MARCH 9, 2004 APPLICATION NO: LUA-04-007, ECF, V-H, SHPL-H DATE CIRCULATED: FEBRUARY 24,2004 APPLICANT: Bob & Alina Bartell PROJECT MANAGER: Kristina Catlin ... CITy PROJECT TITLE: Bartell Short Plat 1'1 t: C ~ I"fEOtvro PLAN REVIEW: Mike Dotson l;;; I" ~ SITE AREA: 5429 square feet BUILDING AREA (gross): IF£8 J~ ,"" "'v LOCATION: 1725 NE 24th Street WORK ORDER NO: 77211 8U/J Ill, SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review, Hearing Examine;s~Bt~view, and Hearing Examiner Variance approval for a 9-lot subdivision in the Residential 8 dwelling units per acre (R-8) zone, Thea'tJplicant proposes to subdivide a 75,024 square foot (1,72 acre) parcel into 9 lots. The proposed lots range in size from 5,090 to 13,743 square feet. The lots would have access to NE 24th Street or Jones Avenue NE either via direct frontage or via private access easements. The proposed subdivision requires a variance from the City of Renton stream buffer regulations in order to install the required street frontage improvements within the required 25-foot stream buffer. . A. ENVIRONMENTAL IMPACT (e.g. Non·Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLlCY·RELA TED COMMENTS C. CODE·RELA TED COMMENTS 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 where dditional information is needed to properly assess this proposal. Rev. 10193 CITY 6··RENTON Kathy keolker-Wheeler, Mayor PlanningIBuildinglPublic WorkS Department Gregg Zimmerman P.E., Administrator February 24, 2004 MeH Daley.· ·.DMP, Inc. 726 Auburn Way North Auburn,WA 98002 Subject: Bartell Short Plat . LUA-04-ECF V-H SHPL-H " ',I Dear Mr. Daley: The Development Planning. Sedionof the City. of Renton· has determined that the . subject application is complete according to submittal reqUirements and, therefore, is accepted for review, '... . It is tentc;;tively scheduled for consideration by the Environmental 'Review Committee on March ,16,2004. Prior to that review; yqu'willpe notifiedifany additional information is required to continue processing; your C:wplication: . Please contact me at (425) 430,-7270ifyc)U' have any questions.·· . Sincerely, Kristina Catlin Associate· Planner cc: Bob & Alina Bartell/Owners ------1-0---,S-S-So-u-th-G~r-a-dy-W-ay---R-e-n-to-n,-W-a-s-hi-'-ng-t-on-9-S0-S-s------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE DATE: February 24, 2004 LAND USE NUMBER: LUA04'()07, ECF, V-H, SHPL-H PROJECT NAME: Bartell Short Plat PROJECT DESCRIPTION: The applicant Is requesting Environmental (SEPA) Review, Hearing Examiner Short Plat Review, and Hearing Examiner Variance approval for a 9-lot subdivision In the Residential 8 dwelling units per acra (R-8) zone. The applicant proposes to subdivide a 75.024 square foot (1.72 acre) parcel Into 9 lots. The proposed lots range In size from 5.090 to 13.743 square feet. The lots would have access to NE 24th Str •• t or Jones Avenue NE either via direct frontage 0 r v fa private a ceess e 8a8ments. T he proposed subdivision requires a variance from the City of Renton stream buffer regulations in order to Install the required stre.t frontage Improvements within the required 25.foot stream buffer. , PROJECT LOCATION: 1725 NE 24111 Street OPTIONAL DETERMINATION OF NON_SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agen~, the City of Renton has detennined that Significant environmental impacts are unlikely to result from the p roposed p~oJect..T herefore, as permitted under the RCW 43.21C.110, the City of Renton Is using the Optional DNS-M) process to g.lve notl~e that a DNS- M is likely to be Issued. Comment periods for the project and the proposed DNS-M are Integrate.d mto a slngl~ c.omment period. There will be no comment period following the issuance of the Threshold Determinalton of Non-Slgmflcance- Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the ONS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: February 6, 2004 February 24, 2004 APPLICANT/PROJECT CONTACT PERSON: Mel Daley Tel: (253) 333·2200 Email: dmplnc@seanet.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: PUBLIC HEARING: CONSISTENCY OVERVIEW: Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Environmental (SEPA) Review, Short Plat Review, Variance Construction permits, building permits Stream restoration study Planning/Building/Public Works Department, Devetopment Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 PubliC hearing scheduled for April 13, 2004 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 South Grady Way. Resldential-S dwelling units per acre (R·S) -single--family residential Environmental checklist, stream restoration plan Renton Municipal Code, King County Surface Water Design Manual, State Environmental Polley Act """""\\" ....... oJN #(A~'.' .... ~~\,'l :.~ "" Proposed MItigation Measures: , . Applicant shaH foHow the recommendations contained in the Stream Restoration Plan. 2. The applicant shall pay the applicable Transportation Mitigation Fee at the rate of $75.00 per each new average weekday trip attributable to the project, estimated to be 9.57 average weekday trips per new residence. 3. The applicant shall pay the appropriate Fire Mitigation Fee at a rate of $488.00 per each new single family residential lot and $388.00 per new multi-family residential unit created by the proposed plat. Comments on the above application must be submitted in writing to KrIstina Caliin, Associate Planner, Development Services DivisIon, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on March 9, 2004. This matter is also tentatively scheduled for a public hearing on April 13, 2004, at 9:00 AM, Council Chambers. Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are Interested in attending the hearing, please contact the Development Services Division, (425) 430-7282, to ensure that the hearing has not been rescheduled. If comments cannot be submitted In writlng by the date Indicated above, you may sllfl appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional infonnation by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Kristina Catlin Tel: (425) 430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I 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, Development Planning, 1055 So. Grady Way, Renton, WA 98055. . File No.lName: LUA04·007, ECF, V-H, SHPL-H I Bartell Short Pial NAME: ________________________________________________ _ .ADDRESS: ______________________________________________ __ . TELEPHONE NO,: _________ __ :: ~v: .. ~'ssioN···.71t."", ; "O~ ~..o .. ~~ ! :U ~OTA~1. -;'\ '1\ ~ CERTIFICATION ~: r rn: ~ '-: ....... (I): ~ ~ (/). /:l'1 ., • "" ~. valle i ! ',"~" .'~" v'..h () 1/1 .~ '\~ ~~:?!-.9~ .. ··~~o f, \'.t rs./l 1//8 l'C ~ I V'\ , herebgertify that --:~=-___ copies of the ·'.tt WAS"'\~ ~ ..... """ above document were posted bYj;e in conspicuous places on or nearby \\\, .. "... '7 / /1 I ,,,"" the described property on _?-,--+. "",' :;.,,5 ........ ""'v--L'--'---------______ , Signed: ~~~.=g.=:,u..~~.::::.\:. A TIEST: Subscribed and sworn before me, a Notary Public, in and for th Washington residing in ~ , on the ?--r:fr. day of_ ....... '--"''''''''-''''''''~.......,.~~'-/' MARILYN KAMCHEFF MY APPOINTMENT EXPIRES 6-29-07 -~ PROPERTY OWNER(S) PROJECT INFORMATION NAME: PROJECT OR DEVELOPMENT NAME: Bob & Alina Bartell Bartell Short Plat ADDRESS: 1725 NE 24th st. PROJECT/ADDRESS(S)lLOCATION AND ZIP CODE: " , CITY: ZIP: . 1725 NE 24th St. Renton 98055 Renton, WA 98055 TELEPHONE NUMBER: ... (425)793-4171 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 334390-3600 APPLICANT (if other than owner) NAME: EXISTING LAND USE(S): Residential COMPANY (if applicable): PROPOSED LAND USE(S): . R~R;n~nt-;nl " ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: r25f CITY: ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if~cable): TELEPHONE NUMBER EXISTING ZONING: I\. R-8 CONTACT PERSON PROPOSED ZONING (if applicable): N/A ... • < " , NAME: SITE AREA (in square feet): 75,024 rzj Mel Daley SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): FOR SUBDIVISIONS OR PRIVATE STREETS SERVING DMP Inc. THREE LOTS OR MORE (if applicable): ADDRESS: 5,429 eJ 726 Auburn Way North PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): 5.86 CITY: ZIP: Auburn 98002 NUMBER OF PROPOSED LOTS (if applicable): 9 TELEPHONE NUMBER AND E-MAIL ADDRESS: (253)333-2200 dmpinc@seanet.com NUMBER OF NEW DWELLING UNITS (if applicable): 8 Q:\WEB\PW\DEVSERV\Forms\Planning\masterapp.doc08I29/0J PhjJECTINFORMATrl~O_N_ .. ~~c_o~nt~i.~.~~e~d~I) ______________ ·~". NUMBER OF EXISTING DWELLING UNITS (tf applicable): 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (tf applicable): N/A SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (tf applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): N/A SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): N/A NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): N/A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): N/A PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (tf applicable): o AQUIFER PROTECTION AREA ONE o AQUIFER PROTECTION AREA TWO o FLOOD HAZARD AREA sq. ft. o GEOLOGIC HAZARD sq. ft. o HABITAT CONSERVATION sq. ft. o SHORELINE STREAMS AND LAKES sq. ft. o WETLANDS I STREAM 2,654 sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following infonnation included) SITUATE IN THE NE QUARTER OF SECTION --2., TOWNSHIP 23 , RANGE~ IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 'TYPE OF APPLICATION & FE~S . -.. - ." . ' .. , ' . . . List all land use applications being applied for: Short I(){)j~ " . S7J.) 69---c ~. 1'"' -: . " 1. Plat .. . -. .. ~ ---" " "'3:"'-'-SEPA . , ' " --"--~.' -, 2. Stream By.ff~I' 57X/'O Variance ;;.--4. . . . ' .. " ,.~.' ... ~: . " , , ~. ' , . Staff will calculate applicable fees and postage: $ 'i. V .:-.... , · .. ' , . ' · ~, ~ , , , ., · .\' ., ... .... ~ LJ f~ t AFFIDAVIT OF OWNERSHIP . . , r"i:. ~ " ~, :'}:.,' " " . ,. , " I, (Print NameJs) Bob & Alina Bartell .,., declare that I am (please check one) .x 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. ' (Signature of OwnerlRepresentative) Q:\ WEB\PW\DEVSERWorms\Planning\masterapp.doc08I29/03 I certify that I know or have satisfactory evidence that lill R signed this instrument and acknowledged it to be h' e~ eir free and voluntary act for the uses and purposes mentioned in the instrument My appointment expires:_~l.J;;;;;......;-()=-,-I--=O;....S=-_........,._ t .. ,. INDIVIDUAL ACKNOWLEDGEMENT State of Washington County of---,'t:=-\~' "8-;=r---- I certify that I know or have satisfactory evidence that \3DS3£:'QX" ~. B'kRJE: LL @Jlre the personX-who appeared before me, and said personkacknowledged that H-5 signed this instrument and acknowledged it to be JMs.free and voluntary act for the uses and purposes mentioned in the instrument. Dated this \C\lli day of h,)[}J Q)N\.~ 2OD"3 . Residingat ~l· )/JA. My appointment expires \ -q.-()~ This acknowledgement is attached to ~ ~MM-t ~ O\.tJ~Vup . • SHORT PLAT CERTIFICATE SCHEDULE A Page 2 Order No. 552525 The land referred to in this report is situated in the State of Washington, and described as follows: The north one-half of Tract 294 of C.D. Hillman's Lake Washington Garden of Eden Division No.4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. END OF SCHEDULE A C.D. Hillman's Lake Washington Garden of Eden Division No.4 Vol. 11 Pg. 82 ill NE24.lH Sf w 2~4.04 !i5 (fl ~<:I ':5 W ... 72~:J3F LO bJ " ... ~: > 31l1:. ... LO' ct ,,', l: 96 IT'I; f-,. 0: CD ~I 0 -1 ... "c-;,<::J p,':l '5 '\t·~'=l ",-.,t-0 ~ ":.~:.;;Cl .") .... ui> a: I '" '" " . Ul :' ~ .' ul '" ~:cd <'II ct' :~ J:: ,cc f-. :i= ce. 1.68 AC o. '11) 1.!l1 ..... 1 '0 3aX) -, '-31lO :j ',': .. ..§'f) 'N n 0 ~ ,-,":.;c··· '" np 'N If-IU .::W 38106 SF ,,0,0 ;'2 ~ t-'n 2L!~ • .,;~ .... o;,v ~ ;. , ') '-. " C( • cc::(/) m (/)':IU m ~;:z <II 0,:0 0.-:' .., .:.., ~;-",. ~ ~.,., .: ",,,>.;::,v :%) .~" ~ 35305 SF 3BQ2 1.6i 254.91 l1i2 .--.• ----~ ~'----... -.-.~ ..... -.,. -.-~:- AC AC PACIFIC NORTHWEST TITLE Order No. 552525 Company of Washington, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N DO-=! City of Renton LAND USE PERMIT DEVELOPME ' CITY OF 'lJ:fu~~NING , FEB 062004 MASTER APPLICAT10N1ECElvED ' Owner #2 - PROPERTY' OWNER(S) PROJECT INFORMATION NAME: PROJECT OR DEVELOPMENT NAME: UrszulaNarkiewicz . Bartell Short Plat ADDRESS: 1725 NE 24th st. PROJECT/ADDRESS(S)lLOCATION AND ZIP CODE: .. CITY: ZIP: 1725 NE 24th St. Renton' 98055 Renton, WA 98055 " TELEPHONE NUMBER: (425)793-4171 " KING COUNTY ASSESSOR'S, ACCOUNT NUMBER(S): 334390-3600 APPLICANT (if other';than owner) ,-, NAME: '-Iif<ISTING LAND USE(S): ·v -,' Residential COMPANY (If applicable): PROPOSED LAND USE(S): ' Rp~;npnt-i~l ., " ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: f!-Sf CITY: ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if~icable): TELEPHONE NUMBER EXISTING ZONING: R-8 .--. CONTACT PERSON PROPOSED ZONING (If appflCable): N/A NAME: SITE AREA (in square feet): 75,024 rtI " ' Mel Daley SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): FOR SUBDNlSIONS OR PRIVATE STREETS SERVING DMP, Inc. THREE LOTS OR MORE (If applicable): ADDRESS: 5,429 tJ 726 Auburn Way North PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (If applicable): 5.86 CITY: ZIP: Auburn 98002 NUMBER OF PROPOSED LOTS (if appficable): 9 TELEPHONE NUMBER AND E-MAIL ADDRESS: (253)333-2200 dmpinc@seanet.com NUMBER OF NEW DWELLING UNITS (if applicable): 8 Q:\WEB\PW\DEVSERV\Forms\PJanning\masterapp.doc08I29/03 : PR ECT INFORMATION (contil ~d) --~---------------------, NUMBER OF ExiSTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE-FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (If applicable): SQUARE FOOTAGE OF PROPOSED NON·RESIDENTIAL BUILDINGS (If applicable): SQUARE FOOTAGE OF EXISTING NON·RESIDENTIAL BUILDINGS TO REMAIN (If applicable): NET FLOOR AREA OF NON·RESIDENTIAL BUILDINGS (If applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (If applicable): PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE (If applicable): D AQUIFER PROTECTION AREA ONE D AQUIFER PROTECTION AREA TWO D flOOD HAZARD AREA D GEOLOGfC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS AND LAKES D WETlANDS ____ sq.ft. ___ sq.>ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following infonnation included) .- SITUATE IN THE QUARTER OF SECTION -' TOWNSHIP _. RANGE_. IN THE CITY OF RENTON. KING COUNTY. WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. 3. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I. (Print Name/s) URs'Zt-ILA NIt £K.' £ rJ I C 2-. declare that I am (please check one) ~current owner of the property involved in this application or __ the authorized representative toaet for a corporation (please attach proof of authorization) aOd that the foregoing statements and answers herein contained and the infonnation herewith are in an respects true and correct to the best of ~y knowledge and be1iEtf. ... ' . ". I certify that I know or have satisfactory evidence that l z ~ C\ {" K \ e w \. c -'? . " /' / " _ 11'" ~ signed this instrument and acknowledged it to be h' i'their free a~mwntary aet for the ~.~ ,4" /tfJ~ ~ uses and purposes mentioned in the instrumenl' ~~~~~"r\CE ·F~··.,,-~f/I ~t' ••••••.• ~~ ....... #~ " ~ ..... ~ .··0\1."'-E-t··. ~.~. (Signature of OwnerlRepresentative) .:' ~ • c. ,¢ •• " ~ ; :. ~OTARJ-' ••• Q\ . , . . ~-----! : ..... 48) .: * : -~--~"::;"';;=---'------------------~= . /:) . = \~"'-9: VBLlG .:~i Notary Public in and for the State of Washington '\ "')';:~1IL 6. 'l.~~:.~'.\.() I' ~ .. ~; 0 ....... \~\:). tt.' >##.~ 'F WASI(\' ~~~f/I \M ,(' \ < f \ €('/\", 4l~"~"'iO"""~~~ , (Signatur!' of OwnerlRepresentative) Notary (Print) a. X \ t\ '\ C --t My appointment expires: __ l{--'-_--'l0«----_o_7 __ Q:\WEB\PW\DEVSERV\Fonns\Pianning\masterapp.doc08I29/03 ~; •• ~ . OJ LIST OF SURROUNDING PROPERTY OWNERS WITHIN 300-FEET OF THE SUBJECT SITE City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 PROJECTNAME:, ______ ~B~a~r~t~e~l~l_S~h~o~r~t~P=l=a~t~ __________________________ __ APPLICATION NO:, ____ ---!.l=-I..l...:.:...:.A...:...O_4:....-_0~O::......:..1 _____________ _ The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development NAME ADDRESS Parcel Number 3343903162 Address Zipcode Taxpayer CAVE ROBERT N Parcel Number 3343903640 Address 2402 JONES A V NE .. Zipcode 98055 Taxpay.er WILLIAMS RODNEY N & DIANE A Parcel Numb~r 3343903647 Address'I{~: ::;";·1726 NE 24THST _ ,'; .'d~~'~~\ ".I~' •.. ~~ jo' ._f/. '':"> ZIP~<!.9~ .<{:'.,:,\~,.~.~O?~:". .: T ./., •. j.-:.~;"" .' .. MPE<ELLI-f JOHN+MORELLI a..xp'ay~.r ,~:.;,,\ 'JOAN': : .' :? \ , . ~ ~ '. -.... ~\\.:.}, :~.';:~ parcel~;.,,!~~.ber' i.: "33~4,~992.'~:0 Addr~~s.t,::. :',;,.\.?3~}}8NES A V NE ZipcoCle .... "i(j.,2r.98Q551 "'."'J.(.; .' i ~. I' : ~." Taxpayer RATRAY R N Parcel Number 3344500220 Address 1601 NE 24TH ST Zipcode 98055 Taxpayer ROBERSON WILLIAM R Q:\WEB\PW\DEVSERV\Forms\Planning\owners.docOSI29/03 I ASSESSOR'S PARCEL NUMBER Parcel Number 3343903601 Address 2216 JONES A V NE Zipcode 98056 Taxpayer STEARNS BRIAN & JEAN Parcel Number 3343903646 Address 1732 NE 24TH ST ....'., I Zipcode 98055 Taxpayer DIER ROBERT EDWARD Parcel Number 3344500191 Address 2217 JONES AV NE Zipcode 98055 Taxpayer PRESTON VIRGINIA C Parcel Number 3344500213 Address .'. 2225 JONES A V NE Zipcode 98055 Taxpayer HANSON JAMES R+MARGARET L .-' \ I~~ ~<\\ \.\~/:\ _w.~~,\T r~-'(~,,\ __ • .-' ('i.--t';.::\::.-,~;;.\ .. J. \ J~ ..... " . I NAME Parcel Number Address Zipcode (Attach additional sheets, if necessary) ADDRESS· 0523059015 Parcel Number 1650 NE 24TH ST Address Zipcode ASSESSOR'S PARCEL NUMBER 3343903121 1800 NE 24TH ST 98055 Taxpayer CITY OF RENTON Taxpayer BLUNDREDJAMESCJR Parcel Number 3343903160 Parcel Number 3343903161 Address 1813 NE 24TH ST Address 1801 NE 24TH ST Zipcode 98055 Zipcode 98055 Taxpayer CAVE ROBERT N Taxpayer: PAOLETTI TYSON+PAOLETTI ~For City of Renton Use·"'" ", ... ' '" .............. ~\..~N K.q.f~"'1 .:"~ ......... 'i7'0. 'tt CERTIFICATION OF MAlUNG j' ~",;;'~\SSIONi.t·.~"'", : .. 0 aT: 10' ~ , : : CJ ~ ..qJ? ~\ "1'\ ~ I, ?g·h·; L..¥:.. 'ee) v.. \ \'\, hereby certify that notices of the proposed applitatiop wer~~ ~ ~ i (City Employee) \ ~ \ ..o~8L1C i i each listed property owner on \-V~ ..... 6'. • .... ~ .: ~" ~O· •• .?9-07 •• ' ... 0.:-. ......... 6' - Date: o· I •• , '/:" WASt\\~ ~ ........ -- \\\\\\ ......... '" NOTARY ~ Subscribed and sworn before ~a Notary p~ and for the State of Washington residing , 'hbke-n on the ' day of d..A&6 ,20~ MARILYN KAMCHEFF PIRES 6-29-07 Q:\WEB\PW\DEVSERV\Forms\Planning'-Dwners.doc 2 VERIFICATION UPON OATH OR AFFIRMATION State of Washington County of--'--l'Ku.)·Y':B-'-""l __ _ Si~~ed and sworn to or affirmed before me this I~ day of f00v~~ , 2003 .By RD.bec+ \-\. ~Q2(1:£.;\\ ' - Notary Signature £.L-.~ Name Printed ~'"l"O! (J. )0.. . Residing at ,-q-O(C? My appointment expires This verification is attached to a OW k ~@ AAk ~--\1 £cn.--\i~ dmp, inc. (FORMERLY DALEY ENGINEERING CO.) December 2, 2003 City of Renton Development Services Division 105S South Grady way Renton, WA. 98055 Attn: Jason Jordan Re: Stream Buffer Variance Request. Dear Mr. Jordan: MBE-DBE ", AA"A1'~"l"'" " .. , 1) ~ ',1,/, '~ .. -.::.;, .~.: :::: ... " .. ' ,~,,;,.(I .•. ' •.• ,I'f •• ft."':..~' •. "~ •. '~:~~:,·.·.· •. ·0 . """"""",.".,.. • .... ,,' .;., '. .. ., • ."-"--.l DALEY-MORROW-POBLETE,INC. ENGINEERING-PLANNING-SURVEYING 726 Auburn Way North Auburn, WA 98002 (253~2200 FAX (253~2206 In response to our pre-application meeting and subsequent phone conversations on October 2, 2003, I am submitting a variance request for the Bartell Short Plat Application. The variance request is from the stream buffer requirements of the Renton municipal code, for the construction of frontage improvements along Jones Road. I offer the follOwing responses to the applicable Variance Criteria: • Applicant suffers Undue Hardship -The existing stream runs parallel to Jones Road and the subject property. The existing Jones Road right-of-way is currently within the existing stream buffer. The applicant is being required by the City to construct additional frontage improvements as part of the development proposal. The required improvements will be within the existing right-of-way and proposed stream buffer. The applicant has no opportunity to avoid these impacts. • Detrimental to Public Welfare -The proposed variance will not be detrimental to public welfare or the environment. The existing right~f-way lies within the proposed stream buffer but is separat~ from the stream channel by a drainage ditch and a natural wall of large trees. This wall of trees forms the east bank of the drainage ditch and the west bank of the stream channel. All proposed improvements will take place on the west side of the tree wall, which will protect the existing stream. The required improvements will be the minimum allowed by code and all construction will be in accordance with best management practices. As part of storm water improvements to the site, the existing stream channel will be enhanced (Please refer to the Buffer and Channel Enhancement Plan). • Page2 December 2, 2003 In addition to the minimal and mitigateable impacts to the stream channel, the required frontage improvements will have a beneficial impact on both vehicular and pedestrian safety along Jones Road. • Not a Grant of Special Privilege -The applicants are being required to construct frontage improvements for the proposed plat in accordance with the applicable city regulations. Granting of this variance request will allow the applicant to comply with the applicable codes and standards. Failure to grant permission to construct the required improvements within the buffer will necessitate a variance from the applicable City Road Standards. • Minimum Variance Required -The applicants are being required to construct frontage improvements for the proposed plat in accordance with the applicable city regulations. The applicant proposed to meet the minimum required frontage improvement standards with little or no deviation from the standard City details. The applicant is not requesting permission to do any additional improvements. The proposed variance would be the minimum necessary to meet the current standards. Please contact me at (253) 333-2200 with any questions. Thank you for your time. ans A. Korve Planning Manager DMP Inc. Road Construction Variance Request 03-255 .~. 03-255 -Bartell Preliminary Short Plat Project Narrative FOR AGENCY USE ONLY PROJECT NARRATIVE Name of Project,: ................ Bartell Short Plat Proponent: .......................... Bob and Alina Bartell 1725 24th Street Renton, WA 98003 (425) 793-4171 Phone Project Description: ............ The proposal is for a 1.72 acre preliminary short plat located on tax parcel 334390-3600. The project will subdivide the property into 9 single-family residential lots, open space and access tracts. The proposed lots will range in size from approximately 5,000 to 13,000 square feet in size. The project is located within the jurisdictional boundaries of the City of Renton in the NE % of Section 5 Township 23 North, Range 5 East W.M. The property address is 1725 24th Street, Renton Required Permits ................. SEPA Threshold Determination Variance to Stream Buffer Standards Preliminary and Final Short Plat Approval Current Zoning .................... R-8 (Residential, 8 dwelling units/acre) Adjacent Zoning ................... R-8 (Residential, 8 dwelling units/acre) Compo Plan ............................ RSF (Residential Single-Family) Density .................................. Approximately 5.8 units/acre Access ................................... Jones Ave NE and NE 24th Street Current Use: .......................... Single-family residence Special Features: .................. A regulated water course crosses the southwest corner of the property and exits the site under Jones Ave. NE. A man-made pond has also been identified in the southwest corner of the property. The pond is unregulated. Soil Type & Drainage ............ According to the US Soil Conservation Service Soil .' \G Map, the sit~ is primarily In.dianola I~a~y fine sand, . ?0.,;~~t0'- (InC). The field topographic survey Indicates that '? ~~;\%{:~\~\o the steepest slope on the site is approximatel~~Q1lJt% oX-t\~~>t +-Iocated along the southwest side of the proJect. 0. ~ ~ t,; <-.~'v .... !?'\ '" ~.~~v ,,,,,rx,'\' ~,,~V 1 03-255 -Bartell Preliminary Short Plat Project Narrative Off Site Improvements ......... Applicant will construct full frontage improvements along Jones Ave NE and NE 24th Street, within the existing right-of-way. Grading ................................. Grading of the site will be necessary to modify the site for storm water drainage flow. The exact quantity of grading is not known at this time, however, it is anticipated that the grading activities would be designed to balance and not require import or export of soil. Please refer to the preliminary grading plan for exact figures Tree RemovaL ....................... Approximately 40 trees of various types are to be removed. A large number of these trees are fruit trees associated with the existing residential use. Proposed Modification ......... Applicant has applied for a variance from the stream buffer requirements of the Renton Code to construct the required frontage improvements. 2 FOR AGENCY USE ONLY 03-255 -Bartell Preliminary Short Plat Construction Plan CONSTRUCTION PLAN Name of Project,: ................ Bartell Short Plat Proponent: .......................... Bob and Alina Bartell 1725 24th Street Renton, WA 98003 (425) 793-4171 Phone Project Description: ............ The proposal is for a 1.72 acre preliminary short plat located on tax parcel 334390-3600. The project will subdivide the property into 9 single-family residential lots, open space and access tracts. The proposed lots will range in size from approximately 5,000 to 13,000 square feet in size. The project is located within the jurisdictional boundaries of the City of Renton in the NE % of Section 5 Township 23 North, Range 5 East W.M. The property address is 1725 24th Street, Renton Special Features: .................. A regulated water course crosses the southwest corner of the property and exits the site under Jones Ave. NE. A man-made pond has also been identified in the southwest corner of the property. The pond is unregulated. Grading ................................. Grading of the site will be necessary to modify the site for storm water drainage flow. The exact quantity of grading is not known at this time, however, it is anticipated that the grading activities would be designed to balance and not require import or export of soil. Please refer to the preliminary grading plan for exact figures Tree Removal... ..................... Approximately 40 trees of various types are to be removed. A large number of these trees are fruit trees associated with the existing residential use. Construction Dates .............. Construction is proposed for Spring of 2004. Construction should last until October 2004. House construction could begin in early 2005. Hours of Operation ............... Construction will occur between the hours of 7 AM and 8 PM, Monday -Friday. Transportation Route ........... AII construction machinery will approach the site from Jones Ave NE and enter the site at the existing 1 FOR AGENCY USE ONLY 03-255 -Bartell Preliminary Short Plat Construction Plan driveway on NE 24th Street. The current grading proposal calls for a balanced grading plan. No material is expected to be removed from the site. Small amounts of base material may be imported for construction of road beds. Dust Control. ......................... Dust will be controlled on site through the use of watering trucks. On-site erosion will be controlled through ti1e use of silt fences, straw bales and other appropriate management practices. Soils leaving the site will be controlled through the creation of an approved construction entrance. Contract street cleaners will sweep the areas surrounding the construction site as needed. Traffic Control... .................... Approved traffic control devises or personnel will be used to control site access during the approach or departure of large machinery during construction. An approved traffic control plan will be implemented during construction of the required frontage improvements along Jones Ave. NE and NE 24th Street. 2 FOR AGENCY USE ONLY DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 75,024 2. Certain areas are excluded from density calculations. These include public roadways, private access easements serving 3 or more dwelling units, and critical areas.* Total excluded area:** 2. 8,083 square feet square feet 3. Subtract line 2 from line 1 for net area: 3. _6 _6 _' 9_4_1 __ square feet 4. Divide line 3 by 43,560 for net acreage: 4. __ 1_0_5_3_7 __ acffiS 5. Number of dwelling units or lots planned: 5. ___ 9 __ unitsllots 6. Divide line 5 by line 4 for net density: 6. __ 5_0_8_6 __ d.u.lacre --__ ...;...9_lots or units would result in a net density of 5 0 86 dwelling units per 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 not including very high landslide areas, protected slopes, wetlands or floodwayso" Critical areas buffers are not deducted/excludedo ** Alleys (public or private) do not have to be excludedo Q:\WEB\PW\DEVSERV\Forms\Planning\density.docOSI29/03 i;:\!ELOf)i,"~ENT PLANNING J'-' crty OF RENTON FEB 062004 RE~E'VED Neighborhood Detail Map iMap Print Page ~ I z 334 390:!645 ~32~OO2f.i( nz~~ ..J 132100~6( ~6 I>. ~32~()( ~ ~ ~32~OO2]( 1)s f- 2.2965C<)OS • 3343..<lI'J3&13 fa -. ~ '32~0004( AI Z e 32~Q _ 2296Y.XXl5O \31~OOl& AI' '" 3343903&18 > C1) ~ I:: 3343903649 132;QOO3( 0 ~ ~32~OO'4 V) ~ -. :029C 8t32~OO'Ci 0 ~ .~ --.:t' 95SCaJ , RESIDENTIAL -, j 8~32~ n I -3J..1JS 12i¥S5t'QJ56 --r-B2\00Q2( ~ 3~ ~S<)3t ~903~2 8\ ~~oo~ .0 e ,3i,00, p - f 32'OO~. 0 Q5230!>9032 052305s<)~S 3343903&10 ';32~OCO~( UE.24riiJfr NE 24th Street Bartell 14390316 80 "",,,,,. i 334450C<2lO Short Plat 334390276~ 39021 2 co ... ., in z ;:II .,' 3343~ l343903t60 80 >a4.q" M ~ >: «. III' ~4!lOO2~ , 33445002~O ., z Project Site 8029550220 NE_DRD_S:r ~. W29S502'C U .~ +14500Z' " 3:' III III: 3344500212 z ... ' ..J ~29SS0~OC .A --;SS0200 II.! -co \ RESIDENTIAL -RESIDENTIAL ~~. ~i9ss0"o !, 3343903601 650'90 3: • \ 3344500189 r~m~~, ~ 3343903162 f~' ~ 29SS0'~ , ",.,... ~ , " . ~14!iCi:m 33<1390360Z ~ :3J.4-ISCQ\OO 80 50 0 ~ 19S5014( ~ ~ < 33""SC()~8Q ~"I500U32 1'/\ ~ N 33-14500'83 3J..145C()~8 , 3343903203 334390320' 3343902r20 34390272 -* - 34-1500'1 33445C()166 33-13903505', SCALE: 1" = 200' fCl 3Dil1Goe C.-1I9 [The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice_ ~ng County makes no represenlations or warranties. express or imprMld, as to accuracy. completeness. timeliness, or rights to the use of such ,"formation_King County shall not be raable for any general. special. indirect. incidenlal. or consequential damages including. but not lirriled to. ~st revenues or lost profits resulting from the use or misuse of the information conlained on this map_ Arr'/ sale of this map or information on ~is map is prohibited except by writlen permission of King County_ Bartell Short Plat Purpose of Checklist: The State Environmental Policy Ad (SEPA). chapter 43.21 C RCW. requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impads on the quality of the environment. The purpose of this checklist is to provide information to help King County and I or any other agencies with jurisdiction to identify impacts from a proposal (and to reduce or avoid impads from the proposal. if it can be done) and to help King County decide whether an EIS is required. A. BACKGROUND 1. Name of proposed projed.. if applicable: Bartell Short Plat 2. Name of proponent: Bob and Alina Bartell 3. Address and phone number of proponent and contact person: Proponent: Contact Person: 4. Date checklist prepared: November 18. 2003 Bob and Alina Bartell 1725 24th Street Renton. WA 98003 (425) 793-4171 Phone Mel Daley or Hans Korve DMP Engineering 726 Auburn Way North (253) 333-2200 Phone (253) 333-2206 Fax 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing. if applicable): Application Submittal ............................ November 2003 Public Hearing ........................................ February 2004 Final Action ............................................ March 2004 Engineering Submittal .......................... May 2004 Site Grading ........................................... July 2004 Final Plat ••••••••••••••.•••••••••••••••••••••••••••••••••• November 2004 7. Do you have any plans for future additions. expansions. or further activity related to or connected with this proposal? If yes please explain. No. 1 FOR AGENCY USE ONLY 8. Ust any infonnation you know about that has been prepared, or will be prepared, directly related to this proposal. The following infonnation will be prepared and submitted under separate cover or is available in City files: • TIR, November. 2003 • Conceptual Drainage Plan • Utility Plans • Sensitive Area Report, August 2003 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by this proposal? Stream Buffer Variance Request, City of Renton. 10. Ust any governmental approvals or pennits that will be needed for your proposal, if known. SEPA Threshold Determination Variance to Stream Buffer Standards Preliminary and Final Short Plat Approval Clearing and Grading Permits Building Permits City of Renton City of Renton City of Renton City of Renton City of Renton 11. Give brief, complete description of the proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed preliminary short plat will be located on 1.72 acres located on tax parcel 334390-3600. The project will subdivide the property into 9 single-family residential lots. open space and access tracts. Applicant will provide frontage improvements along Jones Road and NE 24th Street in accord with City Road Standards. Applicant proposes to enhance the existing stream channel in the southwest corner of the project and integrate the existing man-made pond into the proposed storm water facility. The owners existing home on the proposed lot #7 will remain. All of the associated out-buildings are proposed for removal. 12. Location ofthe proposal. Provide a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if available. The subject proposal is situated on 1.72 acres. located within the jurisdictional boundaries of the City of Renton in the NE Y. of Section 5 Township 23 North. Range 5 East W.M. The site is located on parcel 334390-3600. The current address is 1725 24th Street, Renton. Please refer to the Preliminary Plat map for the legal desCription. site plan. vicinity map. and topographic map. 2 FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description ofthe site (circle one)~ flat L ~Iling, hilly, steep slopes , mountainous. The property is generally rectangular in shape and takes primary access from NE 24th Street. The site is currently developed with a single-family residence. The property slopes to the west at approximately 6% and is covered in grass, trees and other landscaping features associated with the existing residence. A man~ade pond and regulated stream are located in the southwest comer of the site. Please refer to the preliminary plat map and submitted engineering drawings for contour information. b. What is the steepest slope on the site (approximate percent slope)? According to the f'.eld topographic survey, the steepest slope on the site is approximately 6% +-located along the southwest side of the project site. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, and muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. According to the US Soil Conservation Service Soil Map, the site is primarily Indianola loamy fine sand, (InC) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. According to the King County Sensitive Areas Map and various site visits, there are no indications of unstable soils. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Grading of the site will be necessary to modify the site for stormwater drainage flow. The exact quantity of grading is not known at this time, however, it is anticipated that the grading activities would be designed to balance and not require import or export of soil. Please refer to the preliminary grading plan for exact figures. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Some erosion could occur on-site as a result of construction activities; however, temporary erosion and sedimentation control measures to be approved by the City of Renton will be employed to reduce erosion impacts. All construction during the wet season will comply with the adopted Surface Water Design Manual and Appendix 0 concerning site coverage techniques. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 3 FOR AGENCY USE ONLY Due to the preliminary nature of the plans. the exact perCentage of impervious surface associated with this project is currently unknown. The subject proposal will not exceed the maximum impervious surface area of 35% per lot imposed by City Code. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: During construction. the contractor will follow an approved temporary erosion and sedimentation control plan meeting City of Renton standards. Typical measures. which may be employed. include the use of silt fences, straw bales, and temporary storm drainage features. Hydroseeding exposed soils and cleared areas after construction will also reduce the potential for erosion. All construction during the wet season will comply with the adopted Surface Water Design Manual and Appendix D concerning site coverage techniques 2. Air a. What types of emiSSions to the air would result from the proposal (i.e., dust, automobile, odors, and industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Construction: Emissions and dust particulates generated primarily by construction equipment will be produced during the construction phase of this project. The amount of emissions to the air will be minimal and will occur during the actual construction of the development. Long Term Air Quality: Long-term air impacts would be those typically associated with residential land uses. Sources of long-term emissions and odor could include vehicle emissions from increased vehicle use generated by the new residential units and emissions from wood burning fireplaces (if permitted). The additional vehicular emissions in these areas are not anticipated to concentrate and therefore are not anticipated to create a health hazard to the residents or surrounding areas. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: If particulates become suspended during construction. frequent watering of the site during the construction phase of the project would be used to help control dust and other particulates generated on the site. This will be accomplished in accord with the adopted Surface Water Design Manual and Appendix D concerning site coverage techniques. 4 FOR AGENCY USE ONLY -- 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. According to the King County Sensitive Areas Folio, there are no recorded streams or other water bodies on the subject site. The site is not within any 100 year flood plain. However, inspection of the site indicates that there is a regulated water course that crosses the southwest comer of the property and exits the site under Jones Ave. NE. A man-made pond has also been identif"red in the southwest comer of the property. Initial review of the site by watershed Dynamics and the City has determined that the stream is a regulated feature and the man-made pond is not. The required stream buffer is 25' from the ordinary high water mark of the stream. The on-site stream appears to be a tributary to May Creek. Please see the attached Sensitive Area report by Watershed Dynamics. 2) Will the projed require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. YES The existing man-made pond will be integrated into the proposed storm water facility in the southwest comer of the site. The existing stream channel location will be clarified and enhances. The existing channel is indistinguishable from the man-made pond. The applicant is also seeking a variance from the stream buffer regulations to allow for construction of the required frontage improvements on Jones Ave. NE. The proposed improvements will all take place within the existing right-of-way. A copy of the variance request and the preliminary frontage improvement plan has been included with the preliminary plat application packet. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affeded. Indicate the source of fill material. No fill will be placed into the existing stream. The current proposal is to create the east bank of the stream channel, where there is none now. The man-made pond is unregulated. Please see the attached sensitive area report by Watershed Dynamics. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Creation of the east bank of the stream may require a temporary diversion or restriction of the water flow during construction. A specific construction and mitigation plan will be developed as part of the engineering plan submittal for review and approval by the City of Renton. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan 5 FOR AGENCY USE ONLY According to the King County Sensitive Areas Maps, no portion of the site lies within the 100-f0ot floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge . . No. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None known at this time. Project will be connected to public sewers. c. Water Runoff (induding storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (indude quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. On-site stonn water runoff will primarily be generated from roadways, residential structures, and associated driveways. Stonn water will be collected in catch basins within the roadways and/or tight~ined from residential roof tops and conveyed to a proposed detention facility located on the project site. The storm water will be processed in accordance with the King County 1990 stonn water manual prior to release into the on-site creek. This water will Ultimately run into May Creek and Lake Washington. Please refer to the TIR for further details. 2) Could waste materials enter ground or surface waters? If so, generally describe. Some pollutants nonnally associated with residential development could enter the surface water; however, the amount would be minimal since the on-site drainage will be conveyed to a water quality and detention facility in confonnance with the 1990 Surface Water Design Manual. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The stonn water runoff will be collected and conveyed to a detention facility that will be designed and constructed in confonnance with the 1990 Surface Water Design Manual. 6 FOR AGENCY USE ONLY 4. Plants a. Check or circle types of vegetation found on the site: deciduoust~:alder, O\aple,aspen, other. evergreen tree: fir, cedar, hemlock, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulJrush, skunk cabbage water plants: water lily, eelgrass, miltoil, other. b. What kind and amount of vegetation will be removed or altered? The site is covered in grass, trees and other landscaping features associated with the existing residence. The majority of existing vegetation outside of the proposed lot #7 will be removed during the grading process. Tree and vegetation removal will be kept to a minimum when possible. The trees which create the west bank of the existing stream will not be removed. Please refer to the attached Tree Removal Plan. c. List threatened or endangered species known to be on or near the site. There are no known threatened or endangered plant species on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: The proposed preliminary plat antiCipates retaining existing trees when possible. The new single-family residences will provide new landscaping including lawns, shrubs, and ornamental trees. Native vegetation will be utilized, where appropriate. Some additional trees and vegetation may be incorporated into the east bank of the stream, where appropriate, to promote a soil stability and enhance the stream corridor. 5. Animals a. Circle any birds and animals, which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other. mammals: deer, bear, elk, beaver, other. rodents fish: bass, perch, salmon, trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None Known. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: 7 FOR AGENCY USE ONLY Installation of native landscaping throughout the plat and stream channel area will provide coverage and habitat for urban tolerant wildlife. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electrical energy will be the primary source of power serving the needs of the project and natural gas will be made available for the purpose of heating and other needs associated with residential living. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? Ust other proposed measures to reduce or control energy impacts, if any: The residential buildings that will be constructed as a result of this project will meet or exceed the applicable single-family residential energy Conservation I consumption requirements in the City of Renton and the Unifonn Building Codes. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. It is unlikely under nonnal working conditions that environmental health hazards would be encountered. All project-related construction will meet or exceed current, County, State and Federal laws. 1) Describe special emergency services that might be required. In the event that environmental health hazards are encountered or occur during construction. all appropriate precautionary measures will be employed. Any emergency situation would be addressed by the existing resources of the Renton Fire Department. 2) Proposed measures to reduce or control environmental health hazards, if any: State regulations regarding safety and the handling of hazardous materials will be followed during the construction process. Equipment refueling areas would be located in areas where a spill could be quickly contained and where the risk of hazardous materials entering surface water is minimized. On-site management will be equipped with mobile communications equipment at all times to contact emergency services in the event of an incident. 8 FOR AGENCY USE ONLY -- b. Noise 1) What types of noise exist in the area, which may affect your project (for example: traffic, equipment operation, other)? The dominant source of noise in the project vicinity is traffic along State Route 405, located to the west of the proposed project site. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic,construction, operation, other)? Indicate what hours noise would come from the site. Short-tenn impacts would resuH from the use of construction equipment during site development. Construction would occur during pennitted construction hours and in compliance with Renton noise standards. 3) Proposed measures to reduce or control noise impacts, if any: Construction activity will be limited to pennitted construction hours and construction equipment will not be allowed to idle for continuous (44- 060.h.6) periods of time, which will·help to mitigate the impacts of potential construction noise. Hours of operation will be posted on-site. Monday -Friday 7 AM to 8 PM 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The Site is covered in grass, trees and other landscaping features associated with the existing residence. There are several outbuildings associated with the existing residence. Adjacent land uses consist of a low density single-family residence. State Route 405 is located to the west of the proposed project site. b. Has the site been used for agriculture? If so, describe. It is not believed that the site was utilized for agricuHural production in the past. c. Describe any structures on the site. The primary structure on site is the existing residence. A secondary structure appears to be an old garage or bam that was converted into a home office and shop. The site also contains minor residential out- buildings such as a shed. d. Will any structures be demolished? If so, what? The residence is proposed to remain on lot # 7. All other existing structures will be removed. e. What is the current zoning classification of the site? The site is zoned R-8 (Low Density Residential, 8 dwelling units per acre). 9 FOR AGENCY USE ONLY ---- f. What is the current comprehensive plan designation of the site? According to the Renton Comprehensive Land Use Plan, the area is designated -RSF (Residential Single Family). g. If applicable, what is the current shoreline master program designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Portions of the site are located within zone 2 of the Aquifer Protection Area. Of the 7 special conditions established by that zone, none will adversely effect the proposed plat configuration. The site contains a regulated drainage course and a man-made pond in the southwest comer. Tbe stream requires a 25 foot buffer from the ordinary high water mark. No other portion of the site has been identified as "Sensitive" i. Approximately how many people would reside or work in the completed project? Assuming 2.5 persons per household, approximately 23 people would reside in the proposed project. . j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: The proposed project will provide 8 new housing units. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project will be developed in accordance with applicable Renton development and land use codes to ensure the project is consistent with the goals and policies of the Comprehensive Plan and applicable development regulations in effect at the time of a complete Preliminary Short Subdivision application. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Approximately 8 new middle-income housing units will be provided. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: 10 FOR AGENCY USE ONLY -- Adherence to the comprehensive plan and growth management planning goals of the City of Renton would ensure that housing development is consistent with those policies stated in the applicable land use plan. The proposal is consistent with the established uses and regulations of the R-8 zone. 10. Aesthetics a. What is the tallest height of any proposed strudure(s), not including antennas; what is the principal exterior building material(s) proposed? No specific building plans are included with this project; however. it is anticipated that houses built on the site would confonn to the Renton development regulations and be limited to a height of 30 feet and 2-stories. b. What views in the immediate vicinity would be altered or obstructed? Development of the site would result in a change to the visual character of the site for the nearest existing residences and roadways to that of a single- family neighborhood area. No significant views would be obstructed. c. Proposed measures to reduce or control aesthetic impads, if any: The site plan has been developed to provide a site design layout consistent with the development regulations in place for the R-8 zone. Existing vegetation will be maintained to the greatest extent possible. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? . Ught and glare from the completed project is anticipated to be that typically generated by single-family residences. mainly occurring during the evening hours. and be associated with vehicle headlights. streetlights and residential unit lighting. b. Could light or glare from the finished project be a safety hazard or interfere with views? Not under normal circumstances. c. What existing off-site sources of light or glare may affed your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Installation of trees and landscaping in association with each residential lot will help to alleviate some of the light and glare created by streetlights. headlights and residential unit lighting from the adjacent properties. The proposal will only install those street lights approved by Renton. 11 FOR AGENCY USE ONLY ---- 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? There are cunently no public recreation facilities in the immediate vicinity of the site. b. Would the proposed project displace any existing recreational uses? If so, describe. The project would not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be· provided by the project or applicant, if any: The applicant will pay a park mitigation fee in the amount of $530.76 per new single family home in accordance with City Code. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state~ or local preservation registers known to be on or next to the site? If so, generally describe. None known. b. Generally describe any landmar1ts or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. To the best of our knowledge, there are no landmarks or evidence of any Significant historic, archaeological, scientific or cultural reso~rces known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: If any such historic or cultural evidence is encountered during construction or installation of improvements, work would· be halted in the area and a state-approved archaeologistlhistorian would be engaged to investigate, evaluate and/or move or curate such resources, as appropriate. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The proposed project will take primary access from Jones Ave SE. No additional connections are possible with the surrounding development pattern and topography. Some residential driveways will take access from NE 24111 Street. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. 12 FOR AGENCY USE ONLY --- The nearest transit stop is located near the comer of Kennewick Place NE & NE 28th Street, approximately .36 miles away from the project site. The Metro bus routs providing service to that stop are #111 and 909. The bus stop at that location is fully accessible. c. How many, parting spaces would the completed project have? How many would the projed eliminate? None~ The proposed project will provide parking in private driveways and garages. No street parking will be available within the access easements. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate . whether public or private). Yes~ the proposed project will require improvement of the existing right-of- way along both Jones Ave. NE and NE 24th Street. No additional right-of-way will be required. An access easement will be provided off of Jones AVe. NE to provide access to lots 3 through 6. This will be private access easement and not dedicated to the public. No new public streets will be required. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Assuming 10 trips per household per day, the completed project will generate 80 new vehicular trips per day. g. Proposed measures to reduce or control transportation impacts, if any: The applicant will construct the required frontage improvements for the project on both Jones Ave. NE and NE 24th Street. In addition the applicant will·pay the applicable traffic impact fee of $75 per each new average daily trip generated by the project to offset any adverse impacts to the surrounding transportation system. 15. Public Services a. Would the projed result in an increased need for public services (for example: fire protection, police protedion, health care, schools, other)? If so, generally describe. The completed project would result in an increased need for police and fire protection as well as emergency medical service. Additional recreational and school facilities will also be required to address the increase in demand for recreational opportunities. b. Proposed measures to reduce or control direct impacts on public services, if any. The project will be designed and constructed with adequate water pressure, properly located fire hydrants and roadways constructed to allow adequate 13 FOR AGENCY USE ONLY - access for fire, medic and police protection vehicles. Increased property valuation will result in increased taxes generated to support public services. The proponent will pay necessary Fire mitigation fees to offset the potential impacts in the amount of $48a per new single-family home. To offset the potential impacts on the existing recreational system, the applicant will pay a park mitigation fee in the amount of $530.76 per new single-family home. 16. Utilities a. Indicate utilities currently available at the site: Electricity. Natural Gas, Water, Telephone, Sanitary Sewer, Septic System, Refuse Service, Other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Water System - Sanitary Sewer System - Storm Water- Electricity: Natural Gas: Telephone: Refuse Service: City of Renton -a" line City of Renton -a" line city of Renton Puget Sound Energy Puget Sound Energy Qwest Robanco Both the City of Renton Sewer and Water systems will likely require extensions of the existing a" service lines into the proposed project. The applicant will also participate in all applicable sewer assessment districts C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relyi g on them to make its decision. Signature: Date Prepared: Planning Manager DMP .• lnc. November 1a, 2003 14 FOR AGENCY USE ONLY Jesse Tanner. Mayor,> August 18, 2003 Hans A. Korve DMP, Inc. 726 Auburn Way North Auburn, WA98002 CIT~ L -,T RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator Subject: Concurrence on the Watershed Dynamics Wetland Classification and Stream Buffer Requirements for Bartell Residential Subdivision . Dear Mr. Korve: This letter is sent to advise you that I have reviewed the above-referenced memo (attached) dated August 4, 2003 and concur with Watershed Dynamics' determination that the man-made water feature is not a regulated wetland. Further, I concur thatthe current City regulations require only a 25-foot buffer area along the subject stream corridor. Please be advised that the City is in the process of reviewing its regulations relative to stream buffer widths and these requirements could increase in the future. While your proposal will be vested under the regulations in effect at the time of the City's acceptance of a complete preliminary plat application, it is possible that the City or other reviewing agencies could require increased setbacks as habitat impact mitigation as part of the project's required environmental review. I hope this determination assists you preparing your preliminary site development plans. Please feel . free to contact me or Laureen Nicolay at 425-430-7294 if you have further questions regarding this letter. Sincerely, Neil Watts, Director Development Services Division cc: Preapplication File #03-093 O'='MENT PLANNING DEV'ThTY BF RE!'HON -----------1-05-5-S-ou-th-G-r-ad-y-W-a-y--R-e-nt-o-n,-W-a-sh-in-g-to-n-9-80-5-5-----------~ ® This paper contains 50% r~cYCled material, 30% post consumer AHEAD OF THE CURVE WATERSHED DYNAMICS Post Office Box 215, Enumclaw, WA 98022 TEL 360.825.9253 FAX 360.825.9248 DATE: August 4, 2003 HARD COpy SENT: X YES NO FAX: 1.253.333.2206 FAX COPY SENT X YES NO E-MAIL: hkorve l@comcast.net E-MAIL SENT: X YES NO PAGES SENT: 7 I ATTACHMENTS: I Site Map at I" = 40'; Alternative Details SUBJECT: Summary of Site Review TO: Mr. Hans Korve, Planner dmp Engineering, Surveying, and Land Planning 726 Auburn Way North Auburn, Washington 98002 - FROM: Larry D. Burnstad, Senior Biologist ~~ ~. PROJECT Bartell Residential Subdivision U NAME: PROJECT WD2003032 NUMBER: Hans- This memo is a follow-up to our July 9, 2003 field reconnaissance at the Bartell property in Renton, Washington. The purpose of the field reconnaissance was to determine the characteristics of a human-made water feature located in the southwest corner of the subject property (see attached site map). On July 9, 2003 I visited the Bartell site with you and we investigated the human-made pond and stream channel located in the southwest corner of the subject property. Our evaluation included a review of the outlet of the pond located on the east side of 108th Avenue SE (Jones Avenue), the culvert under Jones Avenue, and the open channel on the property located west of the Bartell site. We also reviewed the channel condition upstream (south) of the subject property at the point where the stream flows into the human-made pond on the subject property. Finally, we reviewed the pond (water feature) located on the property immediately south of the Bartell site. Findings The human-altered stream channel on the property immediately south of the Bartell site was in a concrete-lined pond with concrete sidewalls that is approximately 45 feet to 50 feet long and 15 feet to 20 feet wide. The stream flowing into the upstream end of the pond was contained in a IS-inch diameter CMP (corrugated metal pipe). The pipe appeared to contain the stream flow upstream of the pond to an unknown south of the Bartell parcel's south boundary. The stream appeared to be tight-lined from the pond inlet all the way to the south side ofNE 20th Street. Draft Memo to Mr. Hans Korve, Planner -Page 1 Bartell Project, Renton, Washington The surface water out of the concrete-lined pond on the property south of the Bartell site flowed into and through a larger human-made pond located on the Bartell property. The shape of this larger pond was somewhat trapezoidal approximately 40 feet wide and 50 feet long at the widest and longest dimensions. The area around the pond has been manipulated and includes a garden, native and non-native groundcover and shrub species, and large cottonwood, cedar, and willow trees. The plant community surrounding the pond was indicative of wetland characteristics but an evaluation of the soils indicated there were no hydric soils around the pond. The pond had nearly vertically sidewalls of native soil but the pond bottom material appeared to be accumulated gravel and silt over the top of a concrete bottom. There was large gravel to cobble and quarry spalls (rip-rap) along the toe of the steep sidewalls that was, according to the owner, imported to protect the pond bank above the concrete bottom. There was a pipe/sprinkler in the center of the pond which, according to the owner, was used to· aerate the pond. There was also a 1.5-inch diameter black plastic pipe that was used to withdraw water from the pond for irrigation. The stream flow was most evident along the western edge of the pond. There was a 12-inch diameter concrete pipe located in the northwest comer of the pond that was acting as a control structure to restrict flow and maintain the water surface elevation of the pond. The water flowing out of the pond flowed into a ditch along the east edge of Jones Avenue and entered an i8-inch CIVlP under Jones Avenue. This culvert direct stream flow under Jones Road and into the open channel on the developed residential property that is west of the Bartell site on . the opposite side of Jones A venue. The stream channel is rip-rapped and channelized through the property on the west site of Jones Avenue. The stream flows across this property in a northwesterly direction and enters an undeveloped property in the southwest quadrant of the Jones A venuelNE 24th Street. From the undeveloped property (which is essentially a regulated wetland) the stream flows in a northerly direction under NE 24th Street along the east side of Interstate 405 and then northeasterly to May Creek. City of Renton Regulatory Implications Following the reconnaissance I reviewed the Renton Municipal Code to determine if the human- made feature on the subject property would be a ''regulated'' wetland within the City of Renton (City). Based on my review of Title IV, Chapter 3, Section 3.050.A.7 and Section 3.050.B.7 it appears that the human-made feature (the pond) is not a regulated wetland within the City, because it is a human-made feature. Based on my evaluation of the code, however, the stream is regulated within the City and would be a Category 3 Wetland requiring a 25-foot native growth buffer between the stream and any developed areas. Although the City code does not specifically speak to streams, the definition of wetland categories appears to include streams. The code does not speak to where the buffer width is measured from, but based on my experience in other jurisdictions I would suggest that the buffer width is measured from the ordinary high water mark. Draft Memo to Mr. Hans Korve, Planner -Page 2 Bartell Project, Renton, Washington In addition, I suspect there would be a building setback between and permanent structures and the landward edge of the stream buffer, but I did not review the zoning code to determine the width of that setback area It would be prudent to contact the City regarding building setback requirements if you are unable to find the specifications in the City code. Recommendations for Land Use Based on my field observations and my interpretation of the City code it appears that the human- made pond could be filled as part of the proposed development. The stream channel would have to remain open, however, and would very likely have to be restored (enhanced) as part of the development process. I would recommend the following as alternatives for dealing with the pond as part of the development process: ALTERNATIVE 1: Leave the pond as it currently exists and measure a 25-foot buffer based on a project ofthe ordinary high water mark at the southwest comer of the property where the stream enters the pond and at· the northwest comer of the pond where the stream exists the pond. ALTERNATIVE 2: Fill the pond except for a stream channel along the west edge of the pond (see attached sketch). The stream channel should be designed to convey the anticipated IOO-year peak flow or the maximum flow capacity of an 18-inch diameter CMP with a water surface elevation 36 inches above the pipe invert elevation. The stream channel design should assume the 18-inch culvert has inlet control and a vertical headwall with 45-degree wing-walls at the entrance of the culvert. The filling of the pond would include the removal of the 12-inch diameter pipe that currently controls the pond outlet. The channel would have to be enhanced from the inlet end of the pond at the south property line to the outlet end of the pipe currently in the northwest comer of the pond. The channel would have a bottom width approximately 18 inches to 2 feet wide, a depth of approximately 3 feet, and a top width of approximately 14 feet to 20 feet. The side slope grades (horizontal distance) of the channel should vary from to as steep as 2:1 and as flat as 4:1. The side slopes (streambanks) would have to be revegetated with native plants (trees, shrubs, and groundcover species). ALTERNATIVE 3: Leave the pond open for use as a retention/detention pond (see attached sketch). Remove the 12-inch diameter culvert at the outlet end of the pond. Leave the existing culvert under Jones Avenue in place. Construct an earth berm along the eastern edge of the stream channel to separate the pond from the stream channel. The berm would have to be constructed to allow a channel design as described in Alternative 2 above. The RID pond would have an outlet control structure that would discharge into the stream channel at or very near the point where the stream channel currently leaves the subject property adjacent to Jones Avenue. Draft Memo to Mr. Hans Korve, Planner -Page 3 Bartell Project, Renton, Washington ALTERNATIVE 4: Implement Alternative 3, but replace the culvert under Jones Avenue with a new culvert in the location shown on the attached sketch. The length of stream that would have to be restored or enhanced within the project area would be shorter so there may be a need to do some enhancements within the Jones Avenue right-of-way on the downstream side of the new culvert to provide sufficient mitigation. Other Regulatory Implications All of the proposed alternatives would have to be reviewed and approved by the City of Renton. The City would probably require that the preferred alternative be evaluated as part of the SEP A process being completed for the overall proposed project. It would be advisable to meet with the City of Renton to discuss the Alternatives described above before the preliminary design for the project is prepared and submitted to the City for review and approval. In addition, implementation of any of the alternatives except Alternative 1 would require a Hydraulic Project Approval (HP A) from the Washington Department of Fish and Wildlife (WDFW). WDFW requires a SEPA determination from the lead agency for the project before they will issue an HP A. The Washington Department of Ecology (WDOE) may require a 401 Water Quality Certification if the project is implemented at a time when the stream is flowing. It would appear that in "normal" years there is some flow in the creek throughout the year. I would advise contacting the owner and the surrounding neighbors to see if they have knowledge about stream flow during the late summer and early fall . With a large wetland complex and springs at the headwaters of this stream there may be year round flow in all years. I do not believe that either the U.S. Army Corps of Engineers, Regulatory Branch (Corps) or WDOE will take jurisdiction over the pond if the City determines that the pond is human-made and regularly maintained. Be aware, however, that both WDOE and the Corps can assert regulatory authority over the pond, if they choose to, since it is not isolated and it is a tributary to Lake Washington. That concludes the summary of the fmdings, regulatory implications, and alternative approaches to dealing with the pond on the Bartell site. If you have any questions, please contact me at 360.825.9253. Draft Memo to Mr. Hans Korve, Planner -Page 4 Bartell Project, Renton, Washington IE = 241.69 9.5LF 12" CMP @ 0.63% 12.6LF 12" CMP @ 2.06 % ~IE = 242.14 .j" ,(1'\\:' .. '1" e ?( \, .. ~~~ i-o \ , 'H o r-Ie. = 2..)~ .. ll(E) / IE ~ 238 . .30(W) SSMH // RIM = 252.60 IE = 247.05(E) IE = 246.95(W) \ \ ,.' ,. C8-TYPE \I RIM = 253.28 IE = 248 . .38(E) IE = 246.9.3(NW) HOUSE .art:e H S\~e... -12en.1:.Cn 5c::.~le: l"::: 40' ~ ~IL\H I I . I I I ALTER.NATI\iE 2. CONVezr A f'CIU"ION 0 F ~)(IST( Albt PoND TO IiVO pQ"-lD. I4'b PO t-lO MA. '( I3e ~LA~=D TO E.AS •. -{hADe '," Pv) 1[R7~~~r~E.;'.~IW:.k/" ~15'IN~ 1""I<.EE. (5A.'-JE.) ~ ~-----! =----I I W/"""""e-"""-n,,,c, ""Cv,",,-,T lAD<> """,,-:r. "~J,---=---:..&;r~DI~~ll;}:;~~~lh~·~·~~::~~ l ........ " lOp Of' aAN~ -r ' FLAW . E..><\STIN~ ~t:> ell ... OF _-1--_ I I ~e.50 A\le. ~~.o.w I LI~e I~"") \ • 1 ( .', WATERSHED DYNAMICS Post Office Box 215, Enumclaw, WA 98022 TEL 360.825.9253 FAX 360.825.9248 DATE: February 1, 2003 HARD COPY SENT: X YES NO FAX: na FAX COPY SENT YES X NO E-MAIL: na E-MAn. SENT: YES X NO PAGES SENT: 7 I ATTACHMENTS: I 3 Detail Sheets; 1 Stream Materials Spec Sheet SUBJECT: Stream Restoration Plan TO: Mr. Hans Korve, Senior Planner dmp Engineering, Surveying, and Land Planning 726 Auburn Way North Auburn, Washington 98002 FROM: Larry D. Burnstad, Senior Biologist PROJECT Bartell Subdivision, Renton NAME: PROJECT dmp Project No. NUMBER: Watershed Dynamics Proiect No. 2003032 Per our previous conversations I have prepared the attached details for the stream restoration project associated with the proposed Bartell Subdivision in Renton. The objective of the stream restoration project is to re-establish a defined stream channel in the area where a human-made pond essentially obliterated the defined stream channel. The attached details show the existing condition (Figure 1), the proposed channel alignment and grading plan (Figure 2), a typical x-section showing bank toe revetment (Figure 3A), a typical x- section showing the stream channel and 25-foot buffer on east side of channel (Figure 3B), and a stream materials specification sheet. The hand-drawn details are suitable for preliminary review by the City of Renton (City), but will need to be converted to an AutoCAD format following the City's review and comment. Plan Specifics Stream Gradient: The proposed grading plan includes removal of the existing culvert at the outlet of the human-made pond. The stream (see Figure 2) is graded at a constant 1.5 % to 2% grade from the south property line to the inlet of the existing I8-inch culvert under Jones Avenue. Grade control will be established by installing rock weirs at elevation 240.5, elevation 241.0, elevation 241.5, and elevation 242.0 at specific points along the stream channel. The grade control structures will have a top elevation equal to the channel invert at each installation point. These structures will reduce streambed material mobility and will allow formation of small .~JE~\~L~~I~~e!l~~bbe directed by the Project Stream Habitat Specialist. CITY OF REXfO!\J Memo to Hans Korve -February 1, 2004 -Page 1 Bartell Subdivisn -Stream Restoration Project " . Downstream Culvert and Ditches: There is an existing I8-inch diameter corrugated metal pipe (CMP) or culvert under Jones Avenue downstream of the project site. There are also existing open drainage ditches adjacent to the east side of Jones Avenue, between the Bartell property and the east edge of pavement that drain to that I8-inch culvert. These features were not altered as part of this design and only the I8-inch culvert and headwall are attached shown on the detail sheet. I am aware there are proposed street improvements associated with the project and understand the stream section between the Bartell's west property line and the existing edge of pavement may' change once the civil plans are approved. Any changes in the stream channel restoration design made necessary by the approved street/frontage improvements will be incorporated in the design after the civil drawings have been approved. If the channel length is reduced as a result of City approved street improvements and the invert elevation of the culvert under Jones Avenue remains essentially the same the stream channel gradient will change (increase). An increase in channel gradient will increase stream velocities, which will in tum increase the risk of channel scour. To reduce or avoid the risk of increased channel scour the aforementioned grade control structures will be installed as step-weirs, which will reduce the affective gradient and peak flow velocities. Step-weirs result in the formation of a plunge pool on the downstream side of the rock weir. The pools function to dissipate stream energy in a vertical rather than horizontal direction resulting in reduced bed and toe scour. -Design Flow/ Channel Capacity: Based upon field investigations and anecdotal information I am not aware of evidence indicating the culvert under Jones Road has been overtopped by high flows generated in this drainage. The project site is less than 1 mile downstream of the headwaters of the tributary and the contributing basin tributary to the site is relatively small with numerous small wetlands that tend to attenuate high flow events. The flow capacity of the I8-inch CMP under Jones Road is approximately 12 cfs when the headwater to culvert diameter ratio is 2: 1. This flow capacity would occur when the water surface elevation was 18 inches above the top of the culvert. The roadway would be overtopped if the water surface reached approximately 30 inches above the top of the culvert, an unlikely scenario given the configuration of the roadside ditches and other off channel storage opportunities associated with the stream. I used 13 cfs as the design flow for the attached stream channel design. Assuming a 2% grade, a roughness coefficient (n) of 0.055 for the channel, a 2-foot channel bottom width, and 1: 1 side slopes (to an elevation 1 foot above the channel I.E.), I determined the channel capacity to be approximately 13 cfs when the channel flow has a depth of 1 foot. The average velocity would be slightly greater than 3 fps, which will mobilize silts, sands, and small gravel. This may be a concern because there is no streambed gravel recruitment source upstream of the project site. To compensate for this issue I am proposing the streambed gravel used for this project meet the specifications of the "Transition Mix" shown on the attached stream materials list. In addition, the bed control structures will help reduce unwanted bed scour. Memo to Hans Korve -February 1, 2004 -Page 2 Bartell Subdivisn -Stream Restoration Project Streambed/Stream Bank Gravels/Soil: As noted above the streambed gravels to be installed in the project areas will meet the transition mix specifications. The streambed will be will be over- excavated to allow I-foot of gravel to be placed in the channel bottom to attain the design streambed gradient. The transition mix will be carried up the stream banks from the toe of the bank to an elevation approximately 0.5 feet to 1 foot above the channel bottom elevation (see Figure 3A). From the upper limit of the streambed gravel to an elevation 18 inches to 24 inches above the top of the streambed invert elevation the stream bank mix will be installed. Stream bank mix is a combination of spawning mix and organic soil (see attached specification sheet). This creates a gravelly bank material that when eroded will contribute streambed gravel to the channel. Stream Bank Toe Revetment: In those areas on the outside of the channel meander, where stream velocities will be the greatest, I have designed stream bank toe revetment to prevent or significantly reduce bank erosion and channel migration. In most natural streams I would be less likely to add this feature to the channel design. For this project, however, channel migration is not an option becaus'e of the site design constraints and potential risk to the adjacent built environment. The large rocks placed at the toe of the stream bank will be bedded a minimum of 6 inches below the stream channel invert elevation. I would highly recommend the toe rocks be bedded between 12 inches and 18 inches below the streambed invert elevation if possible. This is added insurance to reduce the risk of toe scour under the large rocks and degradation of the revetment over time. Stream Bank Construction: The proposed plan (see Figure 3B) shows 1: 1 slopes to an elevation 1 foot above the streambed elevation and 3:1 slopes from the top of bank to the outer edge of the stream buffer. On the east side of the stream channel, where the human-made pond will be filled, there may be a need to use soil-filled soft gabions (or other engineered retaining structure) on the back (east) of the outer edge of the east stream bank to retain the fill that will be placed to fill the human-made pond located the east of the proposed stream channel. Soil-filled soft gab ions would be preferred because they can double as a planting medium and they can be constructed to conform to the 1: 1 or 3: 1 side slopes as well as the steeper slope behind the rock revetment. If the soil-filled soft gabions are required I will provide another detail and a written construction sequence for inclusion in the plan set. ' Large Woody Debris Placement: As noted on the stream channel design detail sheet (see Figure 2) large woody debris will be placed in the stream channel. Large woody debris will also be placed in the buffer area. The placement of the large woody debris will be directed on site by the Project Stream Habitat Specialist. A complete list of large woody debris requirements will be provided as part of the final design. Buffer Planting: The stream buffer and upper stream banks will be re-vegetated with native plants after the construction of the physical features has been completed. No planting details have been included in this design information package. Planting details will be prepared after the physical design features have been reviewed and approved by the City. If you have any questions regarding these attached details, please call me. Memo to Hans Korve-February 1,2004 -Page 3 BarteU Subdivisn -Stream Restoration Project , .. " " CS .. N ~ I '" ~ -e- ~ -~ 7 ~ -~ l» :5 2 W '> ~ '" III 2 £j ~ :J i . ~ ~ ~ Fl<1Uf 1: t:)USTUJ" CcNt>\T\OW 5cAL..E: ,"=\0' l:X \ST'N~ e.~ •. "c ... ~VE \5 V,6.R.\A't!:>Le , ~ I.E. =24Z-. I \ , \ \ FIGUF \ , \ ., ~ \ CONt>'TI6t,J W/$~ ~ST'~'TlO~ -------------_. - '., F'C;-LE' 3: ~~&L X-sa:..T\oN 'typ,CAl-~W'~~ ," l~ '" WA1E~ E.LE::.v. (cI:)"o SO'L/40-/o ~<. ~~,----~ -... ,f ~&Et>~ ct~vE.L.. T~oNS. ~~~~~~~~~~~~~i~~l~ Z ~~ ~~ ~ ~ 1'CE REveT~1" o~~oeOF­ ~t::E1e.... ~TlU:AMeEt> ~ '\IE;\... (51'Ea RCA.,.'Ot-l 5 IN l\rJ!lo. ~ClNl>'T\ON!o AND .",-ne Ru>Jec.' bcOL~(>t"S. f.,1bTe>. iYPlCAL X-~aJ witte. Re:VE:.'T"Mal"- -scALe: I": 2-' ~~~ -~ -ZA-4 -:;lA-2. TYPiCAL )(.-~TION AT n\E;. SOUTI-\E.IUJ PRo~~ UNl:. ~: 1"=.5' H W • (ve&e. TA.T' Ot.l t-.lC)T SHbIHN) ,cw.n\JE:. S()Il-WIL\..e€ AU~MEN\ WI GO~'>T N ~E60~D ~a.. ~n "-l tot, I t.1 ~U.rr ~£.. STREAM CHANNEL CONSTRUCTION MATERIALS GENERAL DESCRIPTION ROCK/GRA VEL MATERIALs The amount of large rock (large. geologic material· or. WM) used in a stream channel restoration/relocation project varies considerably with the site conditions and the need to stabilize bank materials. In all projects, however, there is a need to import certain materials to {Jrovide habitat features suitable for use by salmonid fishes and the other aquatic orgamsms frequently found in salmonid streams. Listed below are the specifications for various geologic materials used in habitat restoration projects: . Large Geologic Material (LGM): Small Geologic Material (SGM): Quarry Spalls: Railroad Ballast: 1.5 to 3.0 ft. long axis 1/2 ton to 2 tons 0.5 to 1.5 ft. long axis 75 pounds to 1000 pounds 4" to 12" ripped rock 2" to 4" ripped rock The following mixes are composed of round rock, are shown in percentage by volume, and should be thoroughly mixed: Plunge Area Mix: Pool Mix: Spawning Mix: Transition Mix: Bank Mix: 12" to 24" dia. 40% = 4" to 6" dia. 30% = 6" to 9" ma. 20% = 9" to l' dia. 10% = l' to 2' dia. 5% = 0.25-0.50 inch dia. 15% = 0.50-0.75 inch ma. 25% = 0.75-1.00 inch dia. 25% = 1.00-2.00 inch dia. 20% = 2.00-4.00 inch dia. 10% = 4.00-6.00 inch ma. 60% = pool mix 40% = spawning mix 60% = spawning mix 40% = soil (augmented) MAILBOX REQUIREMENTS NOTICE FOR ALL NEW PLATS AND SHORT PLATS City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 The Post Office wants to be involved in helping you locate your mailboxes before construction begins. Please take a copy of your plat map along with this form to the City of Renton Post Office, 31:4 Williams Avenue South, for their sign-off. Please submit a signed copy of this form with your application. Property Location: ___ 1 _7_2_5_-_2_4_t_h_s_t_o..;.,_R_e_n_t_o_n ____________ _ Owner's Name: Bob & Alina Bartell Phone Number: (425) 793-4171 Land Use Application Number: _____ _ Post Office Approval: ~\j~&AI'b"~QN' Date: .~ Q:\WEB\PW\OEVSERv\Form;>\Planning\mailbox.doc -- AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) ) COUNTY OF KING ) ____________ ~H:;..:a:;..:n:;..:s;."....;;A.:....~K_o:....r_v_e _________ , being ,first duly sworn on oath, deposes and says: 1. On the 25 day of November ,2003, I installed 1 public information sign(s) and plastic flyer box on the property located at 1 725 -24th st., Renton for the following project: Bartell Short plat Project name Bob & Alina Bartell Owner Name 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 sign(s) waslwere constructed and installed in locations in conformance with the requi ments of Chapter 7 Title 4 of. Renton Municipal Code. Installer Signature SUBSCRIBED AND SWORN to before me thiS-z..~ day o~, 2003. PAUL E. MORROW ~. ~".I S14JE OF WASHINGTON ~LlC in and for the State of ~\AAJ\lj/"''*''''~il·::1~'·NeF'O';'';TARY_ •••• PUBLIC residing~ ~~ I ~. --at- --+-------~:_:_:_t_-. ?'~c.\'~~~ M'I COMMISSION EXPIRES 7 -15-0 4 My commission expires on~ _ tr: _~ . ,,;\,~.,~:\5~\{(;:;\· Q:\WEB\PW\DEVSERV\Forms\P\anning\pubsign.doc08i27/03 -~ ~ \"··\'l\.-~··"''''' .... \ 0' 0"'(-' ,., ,1-.:;.-::;...J , ,ore. ..... (',,, \ , "I~\(\!\ ~ ~ r,:J'" ~£.~ ~ ,-. ~'~~) . ~,'t.'::,\\."':~ '1.;:;-<;~'\1 ~L..J:l.,;) ~~~;''Ui\'o'f-- - •.• I • t , .. ~... 1 \ . ~ ·i - I Y::ORROf'li .3 JUA";j ~ ~ vWTulAlH2AW 10 3rt! H~ ~ :1J8U9-·"·-YFlA!O~ II . ."' :-(t \ -·jp·n .... ] rOfi?et"yc··' ~'~. r . G 1'1" •• ... ,~!s,. ',; ~~~ij .-•... -----... -............ ----,.,!. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Mike Sharkey (mikesharkey@pnwt.com) Title Officer, Curtis Goodman (curtisgoodman@pnwtk~) . 1 h . . ( ~\.)' .\ T1t e Tec n1C1an, Annette.Strate annettestrate@pp t.c~~~ .. Un1t No. 12 / ( 7~ FAX No. (206) 343-1330 ~ /0) '~<:.~~'» Telephone Number (206) 343-1327 ~.!-'; '.1'" l < (~" '-• ",;1 ~.:""." , ~:'" ,~ .. ~/) .... < .... ';..., ~ .... .:. ..... " '" (",,// -.. j / ~. . ... .:/ ,.- ';-'" / Daley Morrow Poblete Title Order No'::'~552525 ./ CERTIFICATE FOR'-:~~., / FILING PROPOSED PLAT</ 726 Auburn Way North Auburn, Washington 98002 Attention: Sean Your Ref.: 03255 GENTLEMEN: SHORT PLAT CERTIFICATE SCHEDULE A In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: ROBERT H. BARTELL and ALINA M. BARTELL, husband and wife, and URSZULA NARKIEWICZ, as her separate estate SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: TAX: $200.00 $ 17.60 TOTAL CHARGE: $217.60 RECORDS EXAMINED TO: November 7, 2003 at 8:00 a.m. SHORT PLAT CERTIFICATE SCHEDULE A Page 2 Order No. 552525 The land referred to in this report is situated in the State of Washington, and described as follows: The north one-half of Tract 294 of C.D. Hillman's Lake Washington Garden of Eden Division No.4, according to the plat thereof recorded in Volume 11 of Plats, page 82, in King County, Washington. END OF SCHEDULE A GENERAL EXCEPTIONS: SHORT PLAT CERTIFICATE Schedule B Order No. 552525 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate surveyor inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts au~horizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS: SHORT PLAT CERTIFICATE SCHEDULE B Page 2 Order No. 552525 1. NOTICE OF SEWER AND/OR WATER CONNECTION CHARGE: GIVEN BY: RECORDED: RECORDING NUMBER: The City Council of the City of Renton September 2, 1992 9209021077 2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: Robert H. Bartell & Alina M. Bartell, husband & wife & Urszula Narkiewicz, an unmarried woman Old Republic Title, Ltd FT Mortgage Companies d/b/a Carl I. Brown Mortgage $320,000.00 April 15, 1998 April 23, 1998 9804231047 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. ASSIGNMENT OF SAID DEED OF TRUST, BY SUCCESSIVE ASSIGNMENTS: ASSIGNEE: RECORDED: RECORDING NUMBER: Norwest Bank Minnesota, National Association, as Trustee for the Registered holiders from time to time of First Mortgage Loan Trust 1998-B, Mortgage Pass-through Certification Series 1998-B September 7, 1999 19990907000107 (continued) Printed: 02-06-2004 Payment Made: ,,,,.tTY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-007 02106/2004 12:41 PM r Receipt Number: Total Payment: 2,004.81 Payee: ROBERTH. BARTELL Current Payment Made to the Following Items: Trans Account Code Description 5008 5010 5022 5955 000.345.81.00.0004 Binding Site/Short Plat 000.345.81.00.0007 Environmental Review 000.345.81.00.0019 Variance Fees 000.05.519.90.42.1 Postage Payments made for this receipt Amount 1,000.00 500.00 500.00 4.81 Trans Method Description Amount Payment Check 2324 2,004.81 Account Balances Trans Account Code Description Balance Due --------------------------------------------------------------------- 3021 303.000.00.345.85 Park Mitigation Fee .00 5006 000.345.81.00.0002 Annexation Fees .00 5007 000.345.81.00.0003 Appeals/Waivers .00 5008 000.345.81.00.0004 Binding Site/Short Plat .00 5009 000.345.81.00.0006 Conditional Use Fees .00 5010 000.345.81.00.0007 Environmental Review .00 5011 000.345.81.00.0008 Prelim/Tentative Plat .00 5012 000.345.81.00.0009 Final Plat .00 5013 000.345.81.00.0010 PUD .00 5014 000.345.81.00.0011 Grading & Filling Fees .00 5015 000.345.81.00.0012 Lot Line Adjustment .00 5016 000.345.81.00.0013 Mobile Home Parks .00 5017 000.345.81.00.0014 Rezone .00 5018 000.345.81.00.0015 Routine Vegetation Mgmt .00 5019 000.345.81.00.0016 Shoreline Subst Dev .00 5020 000.345.81.00.0017 Site Plan Approval .00 5021 000.345.81.00.0018 Temp Use or Fence Review .00 5022 000.345.81.00.0019 Variance Fees .00 5023 0 .00 5024 000.345.81.00.0024 Conditional Approval Fee .00 5036 000.345.81.00.0005 Comprehensive Plan Amend .00 5909 000.341.60.00.0024 Booklets/EIS/Copies .00 5941 000.341.50.00.0000 Maps (Taxable) .00 5954 604.237.00.00.0000 Special Deposits .00 5955 000.05.519.90.42.1 Postage .00 5998 000.231.70.00.0000 Tax .00 R0400531 PLANNiNG OEVELOPMOFENTRFi,nON CITY ,--- fEB 0 6 200~ RECE\\JEO -- ! • J i I J I J ! 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(n I I I 010 r 1 8 I ~ \ 9 : . ~ .••. ~, I.. ." ,I ~ II I 6,021 SO.FT. \ 0-1>-"\ 1-..1 ~I 1 I W ~ " q I.j:~ 5,090 SO.FT. ,; ;:::; 6,620 SO.FT I > I ·:~'!"I <n I :1 5' I ~I JI : . ~ .••. I.~·· ... ·· .. · .. ·r ........ -_"'Ss9-:U/J6"W _.J \;L __ - - , __ 5'J L,----.---i .. ~ •.•• ',--.... ..• '. \ ~ t:5. III O::c ...... . j _101.85":'" _ _ \'->._ .... :... I I --I,. l ' 1--+"=2·0 J~' .... '+-. --I .. '. ,_ I 1-' 66.11' 86.12 I .......... . ":. ::' 2f' 'I I N89"OT16"E I~. 1 "" -",' STAIRS ~-('~2"5c" TALL) · .... ~~.. re I~: 1 2 I· 20' 5 ..t I (]1q 10 1 5,536 SO. FT. I ~ (]1 ... II '0 "t . ........, ...- I •.• ·• :" ·>1 .•• ·.1· ·····1 I q ~=I - ---- ----~ = w~~ --- 12.' ., ...1: 1 . .1 :. -S89'07'16"W _ _ J ~II 5' j 0;\ ... .~. 13,743 SO. FT. ~ 7 2,521 SO.FT. (HOUSE) 18.34% LOT COVERAGE ..:> I I __ ..103.19'_ --~ I .•..• :;> I I I <0 "! '" (g 2P' l<.n. \ 20' N.L ---...,illI ........::t II 1 10' STORM DRAINAGE EASEMENT _ :ilSIIV/.l~!!.. 10' ...... N 1 i /I ~ ?fllnn I i. ~ .. r' ,";-:----1 3 1 iqJ<"1()'lO'~ U DECK (UNCOVERED) · ': ~ Ii: 1 6,905 SQH I ..... .... ~ , ~" II' II' I 1 I &~ / ··~I •••... \ \q,<~ EXISTING HOUSE l~--- I: : I I~I I~I 1 JI I .•.•. 0:. 1 in L ____ "'_' _ ~ '~~2,~8IF >~~~: N89'07'16"E 150.09' · .... 1 2' -~~~ ,L~~86· ·it·~·;"·· .~. '~~~~:::~::TI~'T~~~~~----"":~G~i--~---~ ....... .--.l---______ -~Ji __ -__ -____ ----+-:-z.~~.·r~,,~ ~ ...... <.1 •.•. i~ .................. ' ...... ~........ 13.~(1 20' 114.75' -:-I : _ I ~ ..... ··.SNO~·OI'16"E<10484'1+002q'~A;" • ...•• . Kl"'" .'. .... I ....•.• ........ ."" ....•..•.•.•........ ·····9·3· ··6· 6;':-••........... 1118' .. ..... ... ..... .. '... ........ ......~~~ ~ I 1 ~ .. ' ... . ................. I> ........... ;..;' ... A· :1:, ............••.•... ··<2. ...•... . . . ..............•.•.... "< I.J ~ I I 20' ~ i~ ~~-r -., ,~~-----______ --<0.-,,-~';"" '" : ,,,: >OH ;1---=--': : :. : . I " \ ,----"I : ml ~ I :.. I '\ (I ~I r' ' •.•• <~, I~. I ! t'-/~-=--=--=--:::~=.=":=-.=I:D_-,:-._U-=--I----I..' ~ ~II 4 \ }1\ 5 ;;" I Tg .0. r'T ,,"' " • 7,366 SO. FT. "" ~ '.' I~ 1 ",,---I-I~"""-II---/-)'-6,483 SO. FT. \ ", I ...•. ':~, 1'-1 'r--------(.-I " '-.I ..... :.:-25' 1 I I I \ \ 5' -:.... 'AM 1 I , -BUFFER ....•. 1 L __ - • .•.• I 1 N q \ ---~ L __ 1 I ~~ '" 93.66' _ 1_ 73.03 _____ .l----__ --'-_ - ---- ----4 f-I~--- -.. 1..--- ----- -----'------ .. · .... '" .. .-:.I '" N 89°10'27" E 254.77' - I GRAPHIC SCALE ( IN FEET) 1 inch = 20 ft. v . Il FOR COMPLIANCE TO CITY STANDARDS LAKE WASHINGTON NE 24TH PARK w VJ '5' <t i" co o NE 20TH ST ~ NE 16TH ST .~ \ / VICINITY MAP N.T.S. LEGEND LEGAL DESCRIPTION THE NORTH ONE -HALF OF LOT 294 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION No.4, EXCEPT THAT PORTION HERETOFORE CONVEYED TO THE CITY OF SEATTLE AS RECORDED IN VOLUME 11, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO EASEMENTS AND RESTRICTIONS ON RECORDS. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY OPEN AND CLOSED FIELD TRAVERSES, EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES, USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U. S. SURVEY FEET. FIELD WORK PERFORMED BETWEEN AUGUST & NOVEMBER, 1998 . 2. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS. 3. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY, AND NO INDEPENDENT SEARCH OF THE PUBLIC RECORD CONDUCTED, THUS MATTERS OF TITLE SUCH AS EASEMENTS, RIGHTS-OF-WAY, ETC., OTHER THAN THOSE DISCLOSED AND/OR REFERRED TO ON THE REFERENCE INSTRUMENTS LISTED BELOW, HAVE NOT BEEN SHOWN. REFERENCES 1. PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION No.4, RECORDED AT VOLUME 11, PAGE 82 OF PLATS. 2. KING COUNTY SHORT PLAT RECORDED UNDER No. 8805099006 . 3. RECORD OF SURVEY No. 9207319003 RECORDED IN BOOK 88 AT PAGE 135. 4. CITY OF RENTON LLA No. 9511299005 RECORDED IN BOOK 106 AT PAGE 179. 5. CITY OF RENTON LLA No. 9708049005 RECORDED IN BOOK 116 AT PAGE 107. ;;; '-PROJECT SITE 6. CITY OF RENTON SHORT PLAT No. 9805149005 RECORDED IN BOOK 121 AT PAGE 279. 7. QUIT CLAIM DEED RECORDED UNDER AFN: 9212282180. DATUM: NAVD 88 BENCHMARK (CITY OF RENTON BM #334) TOP 1/8" BRASS NAIL SET IN CONCRETE MONUMENT AT INTERSECTION 108th AVE, N.E. AND N.E, 24th ST. i DALEY-MORROW POBLETE,INC, RECOMMENDED FOR APPROVAL By ____ _ 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 r _ +-__________________ Date ____ __ Date By ____ _ By ____ _ ~ V'---"'~~r-\"'''''''' ENGINEERING -SURVEYING ~ ~ ...... LAND PLANNING fncorporated 03255 ~ C\I M o -- j I " i : ~ l.J.... .'-"'0 c. ... GIl:! 0 ... CD 11:5 '-E ~~ 1------------1 o N II I I I I I z o iii ~ a:: o z [~L~o ~~fr[h) ~lJ 0 ) //I---+N-30-TH-STI / ~-sr ---..... ........ _-" ~--t.ti...>21Ll.tL..;;u_+-_~y-,,\ :: 28TH ST LAKE WASHINGTON r-; ~----__ -t~N~E~2~7T~H~S~T~ _____ ~ NE 24TH PAR~ ,--_____________________________________________ ------r-~--- . ~I NE 20TH ST I ~ 1 '" /~ ..... . .... " ......... ""'. . ,.',,' 1'-' •" ,." ' , .' .. ' '. i .. "., ....... '.' ..... . .. :. ."'. ",' .';. "I" ,.-.... ': ' •. ,., • ... , ..... ,,·r " ' .. : '." :",1' ',:", ' I.?J "':'. " .. ' ':' ;. -. :. ,. ~.:. .r. .: ,~,"' " :.:",,',' '.1' , , .. : . . .' ; . I' ..r ,-10 ~ '" :":" " .. .'.,' . , ' ' ~ (8)110 ~ .. ~~.~~t _L_"-t' _ ... + ..• ~ •• ~ •.••• ~.<.I--r-L---- ,-I -.,.,.. -~~ 02' 1--;... ··?ti'· r---:::=--+-, --- -..... ,., 87. ,', ,,'.',', ~ NE 16TH ST .!z ... .... I.".".... ....... . r :." A = 88'34'30" U; CIOI I .. "'. _ ,', •. ':"::".:::. __ .J I ,'j R 1l5.-e~----------:....----------"'\---P.------,.,..,.,..::::f------:Ct---. . . I [J='" , (...-110'-,,"" ,I __ L r 23f9'-__ - ----l I> l I ~>.' , .~. 2f' I I 20' ~ r --~ -W' :'1~K~DR~A(t J:s;.~I/ -L~5·l i.1 1 " ~: 1 6,021 SO~T. 1 ~ I~ 1 @ 1 ; I @ I : ~ ~, ' •. ~ ~ ~: I I ~ ~ I 5,090 SO,FT. I~I~I 6.620 SO,FT. 1 : .~, :}i'!I" J ;IL5' 5' !~I~L ____ J i 1> I I .. I ----;;o.,,-:J,'16"w--~ ----.----..J --I • fi.,.. , !< '.' I - -_.101.8~ --l ~ q 12«; , i " ~, 2~' I IU! 66.11' 86.12' If-t.,.=. ".""' .... -:-. t-I •.•.. C',' i I' 1 1 '1 &:'''C' 11 ,,? ?",' .. , _~. l~O"'U'.v~ .•. N I ~ LU .~ '" >.' ~ i : 5,536 SOH : <t i ~ q .~ I 1 &I~I ______ L. __ i~.:t>.!\i:' ::. -S89'07'16"W - -J ~: ' ' d~@~~m :;~~ i ~ 2~' I" - -.J..03.19·_ -",,-I ~I '". . [XISTING HOUSE i«:.· ; I 20' ~L -- --mi· I ,. . ~ : 1 10' STORM DRAINAGE EASEMENT en r-~'3.~fo·t!!.. I 10' DECK I II;,~': ,:~ vi ~ II~. 1.1O'l10·>,~ " .• '. '€@ CO: I 6.905 SQ,FT. >I~ t I',······ ;:' II I I '/11 .....:,;. g> '};\\~' LIoi,".!!:'§lliUl§~~~' ~!I ~'" =,wo""",-,"', ~J§,~, ~W@W'Zi'@@W02?dii2ii _ _ -- ..... ..0 II' .. ' .. !II ~.'.' ..... w.<~ .. I '. , "', ~~i.O-, .. ·8 £<', :)~ 0, '!' I.,'; ' __ .I:"'I __ L_=-_S2'52' ~_=-_=-_ -:._".~ ~'~":'" ~~~i'~F';<>, ,;t: '~noc I N89'07'16-E ; U .' ~ .. ZU, ~ I" '15.13.: ,~.~ · •• ' Z ...• .... . ......... J; .... . . .................. ·.1~~.84. . ................ ~ ..................... ~....> I ............ '4aOO« ..>"a.I~i! 20' /---1 .... ' ~ ......... L<', .'.w. . . . . . ................. . . . . .. ......... . . . . . . •........... i i; , .' " ~' '1---"-r .~-' -~-' '-' -'---= _~ _________ ~~:'=t -f.,.;::-~~~;j4~0'~~2~~+f::::-':::j " ! _. " > '. f ~. · . _. . .: " ..... ' . ... '" ..... ',~ .... /. .... : ", ···.·.1 :~' I· " 'J .. " :. :" :" .. " .. , ..... i .' I ~ .: I ~ I' !!!, ~; i: , II I i I 25'---- STREAM BUFFER Ci « o 0:: VJ if) W U u « r--~ I ~ / 10.700 SO.FT, ,.,--__ " ~ I~ 1 ;r~A~1r' I;!I ,,)---------r"/ 1;l .... / / I I 5' I ~ 6.483 SO, FT. \---'--- , \ \~\~\ \~\~ \V'\ (P, \ \ \ 7,366 SO.FT, 1 I 1 I 1 ~ 150.09' 114.75-'-_ , --:<n I ' ,-, 1 ~ 11--_2",,0_' ---'I i 6,515 SQ,FT. 1 , IY!!I : enl ~ IO@@ I ~,~ .-, @) : I; I ~ , , 1 I.' , I, L __ \ ----~ L_ ---~- , , · .. i-to i : ::~ I·:: . , I EXIST 30' R/W 'I , ' Co IX) I"i f--Io\ll~ ___ -,--_9~6~' ______ --" ____ '-73,03 _____ l.-____ -.I.._8~02 --- ---'--1 ~ $3®0'il®~'1OD ~ ~~.n° GRAPHIC SCALE 20 0 b e _ 10 : ( IN FEET) 20 : 1 inch = 20 ft, \ A 1)\'1\"\ \ ac..\<\X'\O ~C '(., ,\'2~\,)«."",-\e6l , 40 I CU.S'\J S\G,Q.. o."--\\,,e('~ ('e<t0\ ,d, ~d \\)Q.~\O'\\~, C~ ~\ "Jo..", c.o.{'f\~"\\ Ar'A. S -;2..~ l -It> 304- CHECKED FOR COMPLIANCE TO CITY STANDARDS \ /' LEGEND TOTAL PARCEL = 75,024 SQ. FT, = 1.72 ACRES PROPOSED LOTS = 9 R-8 ZONING DESIGNATION PROPOSED LOT AREAS: LOT 1 = 6,021 SQ, FT, LOT 2 = 5,536 SQ, FT, LOT 3 = 6,905 SQ. SF. LOT 4 = 6.483 SQ. FT. LOT 5 = 7.366 SQ, FT . \ ~©o~on ~~[p1 lM.il .@. LOT 6 = 6.515 SQ. FT, LOT 7 = 13.743 SQ. FT, LOT 8 = 5,090 SQ, FT. LOT 9 = 6,620 SQ, FT, PROPOSED DENSITY = 5,86 DWELLING UNITS PER ACRE DENSITY PERMITED BY CODE (R-8)= MAXIMUM 8 PER ARCRE PARKING -O~FSITE PARKING FOR TWO VEHICALS PER LOT LEGAL DESCRIPTION THE NORTH QNE....,HA'lF OF .. tOT 294 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN Of EDEN. DIIo1SION No.4. EXCEPT THAT PORTION HERETOFORE CONVEYED TO THE CITY OF SEATlLE AS RECORDED IN VOLUME 11, PAGE 82. RECORDS OF KING COUNTY. WASHINGTON, SUBJECT TO EASEMENTS AND RESTRICTIONS ON RECORDS. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY OPEN AND CLOSED FIELD TRAVERSES, EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES, USING A TOPCON 2110 THEODOLITE \11TH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U,S, SURVEY FEET, FIELD WORK PERFORMED BETWEEN AUGUST & NOVEMBER. 1998. 2. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC ~T~-~~gE~~~6E~V~Bg~~~~~~Nc;';;, LOT CORNERS IS BY RADIAL SURVEY PROCEDURE. 3. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY, AND NO INDEPENDENT SEARCH OF THE PUBLIC RECORD CONDUCTED, THUS MATTERS OF TIlLE SUCH AS EASEMENTS RIGHTS-OF-WAY. ETC .. OTHER THAN THOSE DISCLOSED AND/OR REFERRED TO ON mE REFERENCE INSTRUMENTS LISTED BELOW, HAVE NOT BEEN SHOWN, REFERENCES 1. PLAT OF C.D, HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION No, 4. RECORDED AT VOLUME 11. PAGE 82 OF PLATS, 2, KING COUNTY SHORT PLAT RECORDED UNDER No. 8805099006, 3, RECORD OF SURVEY No, 9207319003 RECORDED IN BOOK 88 AT PAGE 135, 4. CITY OF RENTON LLA No, 9511299005 RECORDED IN BOOK 106 AT PAGE 179, 5, CITY OF RENTON LLA No. 9708049005 RECORDED IN BOOK 116 AT PAGE 107, 6, CITY OF RENTON SHORT PLAT No, 9805149005 RECORDED IN BOOK 121 AT PAGE 279. 7, QUIT CLAIM DEED RECORDED UNDER AFN: 9212282180. DATUM: NAVD 88 BENCHMARK (CITY OF RENTON BM #334) TOP 1/8" BRASS NAIL SET IN CONCRETE MONUMENT AT INTERSECTION 108th AVE. N.E, AND N.E. 24th ST. -( DALEY-MORROW-POBLETE. INC. :* Jl4. ~\. AUBURN, WASHINGTON 98002 ~£h.:. ~ 726 AUBURN WAY N. RECOMMENDE!l'\ -Jill'-, ~l'j It-E: 253 333 2200. FAX: 253 333 2206 FOR APPROV~ . '1,4,;t'i #j BY '. ~ , BY '.! 'tI ___________ Date ___ _ ____________ Date ___ __ BY '!..!:.. I ,>Ill i eVD'De<· 4 APR Oli Date 03255 M '" '" '" W 0> " -;/ z 0 :> g ~ wO cl • ~ 0 "z ~ 0 c 0 u W -1 u... Z ~ ......:l 0... c..? ZE-< -~ ~......:l ~o... t:£I ......:lE-< u~ 0° z::C: ~if1 ......:l......:l ~......:l c..?t:£I ZE-< -~ E-<~ E-<~ ;:::> U t:£I t:£I ~ E-< ~Z 00 x ~E-c E-c Z -~ u~ I I I I I o:l I ~ o:l I I >-~ I ., ~ '->- I !Oil Z ----.... I Z I p., !Oil I ~ !Oil I I ~ I i /' I I I I 0 I • I I I I /' I I I I I .::; '" w '" x a " 00 0 0 '" I '" '" ., !l " 0 z • <C ~ Z 0 E-< Z ~ ~ .L. "'0 0. ... I\I~ 0 ... .. jl:!; L.E ~~ u .. !::uj ..0. "a.. a.. '-c "'0 ,g~ =Q) "E ~E 5!'N .5 c'" Coo .S!t! a..(!) Cl ~ '-p., [/l ~ Cl ~ ~ • ~ a::: a.. ~ ILl ~ 0 z o If) ~ d z NE 1/4 SECTION 05, TOWNSHIP 12, NGE 05 E. W. M. CB-TYPE 11--_____ RIM ~ 243.84 IE ~ 240.79(E) IE ~ 240.59(N) IE ~ 240.04(SW) 39.8LF 18" CONC @ 10.1 SSMH RIM ~ 244.58 IE ~ 238.13(E-S-N) CB-TYPE II RIM ~ 243.73 IE ~ 242.03(SE) IE ~ 241.63(N) IE ~ 241.53(W) CB-TYPE II _~IE~~~~lJO~~~~~~ SSMH RIM ~ 242.11 IE ~ 236.01 (NE) IE ~ 235.71(E) IE ~ 235.61(W) RIM ~ 242.61 I . IE ~ 234.06(W) 38.6LF 8" pvc @ 10.02%--'" Ec--~~ CB-TYPE I RIM -L4".04 IE - IE - IE -z4L'.U~1 W) 1 I , I II II , II , N .. N IE ~ 240.74 35.5LF 18" CMP @ 1.27% IE -241.69 ->-_ 9.5LF 12" CMP @ 0.63% Vif-'-c-12.6LF 12" CMP @ 2.06 % "'x-'" v 24S:29 ~«; Iv" ",0 ~ ",o /~ IE ~ 243.88 12" CMP l ..., • '" 0'" 'v ,*'0 SSMH RIM ~ 246.20 IE ~ 238.40(E) IE ~ 238.30(W) SSMH RIM -LO,'.O<" IE -247.05(E) IE ~ 246.95(W) CB-TYPE II RIM -248.53 IE -Z~t'.ts"'l") IE 15.5LF 15" CPEP @ Z.bt"" C8-TYPE 11--, RIM ~ 252.68 IE ~ 246.53(SE) IE ~ 242.88(W) TO lllX:i~()vED DECK N N <0 '" '" "' .. '" N TO C8-TYPE II RIM ~ 253.28 IE ~ 248.38(E) IE ~ 246.93(NW) HOUSE CB-TYPE II RIM -264.85 IE -253.85(E) IE -253.80(N) IE -253.75(W) SSMH RIM -265.33 IE ~ S-N) I - IE -259.63 UNE i GHAPHIC SCALE HOUSE AS SHOWN 30 0 15 30 I I TO BE CLEARED AND GRADED). -... REMOVED ( IN FEET) 1 inch = 30 ft. LEGEND :0 EX. FIRE HYDRANT Z EX. WATER GATE VALVE ffi EX. WATER METER 0 EX SANITARY SEWER MH -0-EX. UTILITY POLE E--EX. UTILITY POLE ANCHOR 0 EX. CATCH BASIN TYPE I @ EX. CATCH BASIN TYPE II CJ EX. MAILBOX -u EX. SIGN --0----0-0-EX. CHAIN LINK FENCE --0. EX WOOD FENCE --x-X--EX BARB ~RE FENCE P: EX STREET LIGHT ( EX STORM CULVERT * o EX DECIDUOUS TREE (AS NOTED) EX CONIFER TREE (AS NOTED) EX TELEPHONE RISER EX DITCH LINE @ TREES TO BE REMOVED (TYP.) CHECKED FOR COMPLIANCE TO CITY STANDARDS ____________________ Date ___ _ ____________________ Date ___ _ Date 60 I RECOMMENDED FOR APPROVAL By ____ _ By ____ _ By ____ _ DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-33.3-2200, FAX: 253-333-2206 ENGINEERING -SURVEYING LAND PLANNING o z 1 I I I I ) I I I I I I ) I I I I I I ) I I I I I I ) - ~ ! I ) I ! I (3' ~I ~I II ~I ~I ~I 01 ) I ~I 111 ~I 01 ) I rl 01 WI 61 ~I ~I -! w o o F-J::-::--1::.----'=-I () W --.J u... o N II ::.1 "'" 0.- I co "" E:: Z I'iI ;.:: I I 0 ::.1 "-0.- if) ..: i 0 ::.1 0:: a. ~ ~ 0 ~ z o Vi ~ 0:: o z CB-TYPE II--~ RIM ~ 243.84 IE ~ 240.79(E) IE ~ 240.59(N) IE ~ 24004(SW) CB-TYPE II RIM ~ 243.73 IE ~ 242.03(' IE ~ 241.63(N) IE ~ 241.53(Wl 35.0LF 12" I' 39.8LF 18" CONe @ 1O.1.'%'~ SSMH RIM ~ 244.58 IE ~ 238.1 y~CM CB-TYPE II __ ~IE ~ RIM ~ 242.11 IE ~ 236.01(NE) IE ~ 235 71 (El IE ~ 23561(W) RIM ~ 242.61 IE ~ 23416(E) IE ~ 234.06(W) 38.6LF 8" PVC @ 10.02% CB-TYPE I RIM = 244.54 IE = 242.39(S) IE = 242.34(N) IE = 242.09(W) IE = 240.74 35.5LF 18" CMP @ 1.27% 1 IE ~ 240.29 --' SSMH RIM = 246.73 IE = 23943IW-S) IE = 23933(N) ~ r-.. n 0 @ u > 0.. , <Xl "---' 0 N N n 0: is w ": iu w I/l '" (') z i= Z "' i= x I/l w X w 18" CPEP ~ 24169 9.5LF 12" CMP @ 0.63% 29 0.91% SSMH RIM ~ 246.20 IE = ntlAlJl tJ IE II 118. RIM ~ 248.53 IE ~ 2368~~ SSMH IE = 236 T~U ;4;~;(E) if IE ~ 246.95(W) 7.25% -------¥l-L OlF 8" PVC 0.64% s" PV C @ 7.23% II II II II --- 6,021 0 '1 '" (II 0 -'--- 2 5,536 SO. FF DJL\U 3 FF 252.0 ",-"'UJ SO. FT. I I I ~ "'. l \ I I J I ~I <0 "! ~L 15.5LF 15" CPEP@ 2 .. 5 ,R%·-~ CB-TYPE II ---, RIM -252.68 IE = 24653(SE) IE = 242.88(W) IE-= ~ 'V 5,090 ----- ,> ,\'0 "! iE.= CB-TYPE II RIM = 253.28 IE = 255.17 7+00 EXISTING 12" WA1:,ffilJNE 251.6LF 8" PVC @ O. 254.39' 13,743 9 6,620 SO.FT FF 258. 152. 7 SO.FT. EXISTING HOUSE FF 261.5 12' 0 <0 (\J --I--f-r f-+:-''+--+- 5' " " . . I I I I I QJ'2' ::; z « I u 'n 8+00 CMP @ 2.34% IE = 255.91 '\ DECK • • • • d • • • • COMPLIANCE STANDARDS _-=::::::... ___ +--___ Dote ___ _ ~~-----+_--__ Dote------ Date @5.02% GRAPHIC SCALE 20 0 10 20 40 .""CIII:::JI .. t==1i! ....t! =====1 RECOMMENDED FOR APPROVAL By ____ _ By ____ _ By ____ _ ( IN FEET ) 1 inch = 20 It. DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-335-2200, FAX: 253-333-2206 ENGINEERING -SURVEYING LAND PLANNING ~ z oS " o z W 0 0 U w --l -u... ""' 0 <> co ..; '" is!;j Ii ~ ~Z 00 ;>-tE-4 E-4 Z -~ U~ I o C\l " ...., o it Is I ." on ~ I~ .... ~.9 CD::! 0 .... ., ~'c ... ·E ~~ " . =1.J .0, :::IQ" Q" '-c 0>0 £E -0 .. ;:G) :::IE ~E gN ~c en Co> 2e Q"u r.:-TYPE II 1M = 243.84 CB-TYPE II RIM = 243.73 SSMH RIM = 246.20 IE = 2"" ~!)(F) 15.5LF 15" CPEP @2 ?51l%~--, = 240.79(E) = 240.59(N) = 240.04(SW) 18" CONC @ 10.1'~ SSMH RIM = 24;.,~~ IE 238.1.J\c IE = 24203(SE) IE = 241.63(N) IE = 241.53(W) 8\ ,~ nI c 12" pvr ~ 35.0LF@% IE = 241.69 , _____ 9.5LF 12" CMP _____ @ 0.63% ~~12.6LF 12" CMP @ 2.06 % ~ = 242.29 IE r-'2~!l:8IeOWI'E II RIM = 248.53 IE = 236.8~~) SSMH IE = 236.7 \Xl) = 252.60 I' = 247.05(E) IE = 246.95(W) CB-TYPE II-~ RIM = 252.68 IE = 246.53(SE) IE = 242.88(W) CB TYPE II RIM = 253.28 IE -~ ?~R ,RrF) IE " ?4h '3(NW) ,---IE = 255.17 EXISTING 12" WATERLINE ~Y' 117.6i> 18" CPEP @ 0.917/ ---~ ---"'n< -- \ -\ ~ - 229.9LF 15" CMP @ - o z '!::V 251.6LF 8" PVC @ 0.37% j~ '--'1') OLF 8" pvC @ O.64fo 118.2LF 8" pvc @\!..23% G '-'::V 12" 01 SO ~ ,nO In ~ ~:-=F'=='::::;:::'=~= ., ,~. . :;~ =.~ ".~ .. :,.". .. 1'4 ;;:: ~"; ... ~ _.,C .. :....-")~0 .. O.i '. '.'. '. ' .... :~.-:\-'.::;:r==-'::c~ •.. ~ 1'.-7 " '.' .-; : . ; .. , 'j""",, 74.1LF -12 LVIM H)-~ '" -0- 52 j~ B I E---0-lEE 1<. ..< .•.• WM ~ I· --. ~ j r.. "'/~. _ _ ~<lTr - - --n" r IQJ n --1:--•• ' -,.,o~ "'1 I .'. ...... "'" ~t.------( -~L~ - - -- - - - -.~ --e+ TWc Ir"ii""'" --.. -.. -... ~L--------/' ; ~ I/f---rll hi C '--:e-,r-" 4 ~?"'~ ~ __ ~ ____ 6".!VC_SO. + --- ---,?~=-~;:; ~, --------~ --~.~.~ --~ ~rr> TO REMAIN ~~~:;:i1~i~~~--~ I :'f. .. \~ ~li;I~~5Ir R" ~~~;1-:,n~~:--II 74LF 12"DI @O·~IE-;;. ~20--.L.. _1--<-1-- --I-·L-·········l Ii IE = 24209(W) 1 I;Ji-I Q I I 8 \ I 9 \ : w z ::J ~ , '" I I I I I I .' Ii.' · .. ···,1 .. 1 I I I \ : Ilf~~\\ : I -------~ L ______ J L~ __ ~l_--J: I,:;:, I I I I>. t· I"'" I: I - - - - - - -l : . . I I I ~ .. ~.. It: 1 1 ! ~r' fill: I 2 I ~ - I---+---H~ ITT~I Ii - - - - - - -J \ ~ Ii, nPll: I ---- - - - -I I I T 7 EXiSTING HOUSE I\~, I: I I L ~ - --\Illl II .' I I I I-11- I ......... . I-I Z I W r~ W en « w r >-.' r «." .3: .. I I w > '"""l I '~. C I I~~ I 1 I I 3 1--i 1 DECK • ~::: I! I I' . ..... ..... + L_~-~~r="!!!!=""!---='" ----~ I I . I'" . \ ,J . jl: ~YD: ;1 i ~ - - - - -~ .: d/~/.·.~······.·.··>\' I--+-Hh.:-:-II~~ L /' ..... I .':< ... ' .. )~ "---I~WM _ _ _ _ ~ ______ ~ __ ~ -- ---+ ----. c .. ·· : •. F~+---"""""~~~-+-_-_"-\ ____________ .--J ....TT '.' .... .. .. . ........ > .... ' . ..... ..... I\~····· I ,-- - -I I F=t~t;tEj ltr~'Dls6 .' ................ '. " ............... '.8" •......... >: ..... '.' •.... .' ......... '.<\' >13"PVC~ ....... I I I I II,t ... · .•.. 1...... .............. · ". I .... '> ..............•.. }" .•••... > .... > .... x-I I I ............................ uruvc .~y\ .. A .1 .. < ..... .......... ......1\> ..............•..• "'. I I 6 I ~1 '[-1' .1' fl , I.ilJ.JBIII*-"· ~ v ~ ::1" IE ~ 240.74 /v VV .L~~·I~ 35.5LF 18" CMP -,/ V I~ @ 1.27% /'1 IE=240.29 // .\ •. • • · . · ':' .. ~ ___ '\~ -~-~~------~ _-------~-I I "" : I I I I \ 1---' I \ \ ~ \ \ \ ___ -~ ~ I l~ I ~ \ \ \ "",, \ \ \ \ 5 "", '" \ \ 4 \ \ ","-\ I \ \ '" "'~ \ \ \ '" '" I 25' I / / \ \ \ "-L ______ ~ L _________ ~ I_~.I.~I:AU I BU~FER 1 I I I I I I I I I I. : '" li J--.I'.I,I--__ .....1-\ _______ - -___ .1..-___ - -___ - ----~--- ----- ----- ----I '\ SSMH RIM ~ 246.73 IE ~ 23943(W--S) IE ~ 239.33(N) II II r:vXI'~rT 130' Jl II II -IE 242.56 RECOMMENDED FOR APPROVAL By ____ _ By ____ ~ By ____ _ CB-TYPE II RIM = 264.85 IE = 253.85(E) IE = 253.80(N) IE 253 75(W) SSMH ~RIM 265.33 / IE 248.08(E-CN) '!::V J Ie 247.98(WJ GRAPHIC SCALE ,1 L" ADS @5.02% LEDGENO IQI TT=TEST TEE Ii"! WM= WATER METER ;. FH=FIRE HYDRANT --0- IE ~ 259.63 CHECKED FOR COMPLIANCE TO CI1Y STANDARDS _________ Date ___ _ _________ Date~ __ _ Date 20 0 10 20 40 .1_ ~~.~~I .. tl====~1 ( IN FEET) 1 inch = 20 ft, ;l1l_ q;;~V} f1 /DAI ~T 'v,~ ,ROW-POBLETE, INC. !s/'; -~ 726 AUBURN WAY N. 'u.!i~'I. ~ AUBURN, WASHINGTON 98002 I • A PHONE' 253-333-2200, FAX: 253-333-2206 I-(~ ~ ~ ., 1-~ ".i. ~\ ,j>, ~v, ~~~W incorporated -~ ;-, I\~' ENGINEERINO -SURVEYlNO ...., LAND PLANNING '------' 9 JAN 2006 I sr,.' '0, x I I I I I I I I ., I , I I I I ., I I I I I /' I I I I I I I '" ~ " w o o ~.J::.-::...E.-:~-1 o W -1 '-'-- 0 C\! II ~ .... ::;: I'Ll p.. 2 in z !~i ~ 0 ~ ::;: "'-"'-z p.. if! I'Ll "" ;:,.: I I 0 ::;: a: n. ~ ~ c z o en ~ a: d z CB-TYPE II----~ RIM = 243.84 IE = 240.79(E) IE = 240.59(N) IE = 240.04(SW) 39.8LF 18" CONC @ 10.13%~ SSMH = 241.69 9.5LF 12" CMP @ 0.63% 29 SSMH RIM = 246.20 IE = 238.40(E) IE = 238.30(W) CB-TYPE II RIM = 248.53 SSMH RIM = IE = 236.83(E) IE = 236.78(W) IE = 247.05(E) if IE = 246.95(W) 1S.I>LF 15" CPEP @ 2.58j'-~ CB-TYPE 11- RIM = 252.68 IE = 246.53(SO IE = 242.88(W) CB-TYPE II RIM = 253.28 IE = 248. ::i'8,!oL", IE = 246. = 255.17 1 CB #5 I • GENERAL NOTES RIM = 244.58 '" IE = 238.1 '" 6' 12" CONCRETE CB-TYPE ----~I,E =~~~~~~--~~~~W~~~~~~~~1~8~"~C~P~E~P~~~~~~~~~~~~~~~~~~~~@~7~.2~5;%~O~~~~~~~~~~~~~~==~~~7~+~O~O~==~=;~EX~IS~T~IN~G~12~.~' ~~~~~~~====~====~~~~~8~+~O~O~~~~~;t~r:~~~~~~ GRAPHIC SCALE TOTAl SITE AAfA = 75,025 S,F. RIM = 242.11 20 0 10 20 40 TOTAl DISTURBED AAfA = 69,903 S,F. TOTAl UNOISI1JRBED AREA = 6.122 S.F. IE = 236.01 (NE) 251.6LF 8" PVC @ . ..c.=~.~=-"'====~I GRADING QVANTI11ES IE = 235.71 (E) IE = 23561(W) = 242.61 234.16(E) 234.06(W) 8" PVC @ 10.02%·...../ STA. 4+6,Q( 2!i'RT)~~!.."QJ;!,.. -0- IE 242.65 CB-TYPE I RIM = 244.54 IE = 242.39(S) IE = 242.34(N) IE = 24209(W) 1 '" c-.. "' 0 @ u > D.. , ro u.. --' 0 N 0J n '" w 'So w if> '" Z ;= if> X w STA. 3+60(:15.25"Rl)~~~~~~~~~-l_1 1 IE = 240.74 35.5LF 18" CMP @ 1.27% IE = 240.29 AND GRATE #2 GRATE 245.32 IE IN 240.68 IE 18" OUT 240.68 IE 242.26 SSMH RIM = 246.73 IE = 23943(W-S) IE 239.33(N) BEGIN CURB & BEGIN CONCRETE SIDEWALK(l is "' t!> Z ;= '" x '. w . ··~.·I·"·· . .. I I I I I I 10 1 f: I 1 I I I I 1 I .2,1 r6' I : I I I I 8" PVC 248.0 IE 246.27 FF 118. FF l'!J:L.U 2 N (J1 o 3 FF 252.0 Of-, 23&o...J PVC @ 7,23% -0- IV (J1 N 256.5 0'0 '& IV (J1 OJ IE 256'09 FF 258. 7 1....£-4--(-, 1 1 I 1 I 0 <0 N CO 1 If) I N I IN FEET) 1 inch =-20 ft. @502% EXCAVATION 2,229 C.Y., 4.123 TONS EMBANKMENT 1,897 C.Y., 596 TONS Of 12" CONCRETE PIPE(31 ...... ...4~%::::..-A~~~~~ BARRIER-2 ON BEVELE[ 255.91 ~t--"\-.'i.. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE f.Iff CONSTRUCTION OR DEVELOPMENT ACTMlY OCCURS. A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CflY OF RENTON PIAN REVIEWER. 2. AlL CONSlRUCTION SHAll. BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIACATIONS FOR ROAD, BRlOCE AND MUNICIPAl CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBUC WORI\S ASSOCIATION (APWA), AS AMENDED BY THE CIlY OF RENTON PUBUC WORKS DEPARn.tENT. 3. THE SURFACE WATER DRAIWlE SYSIDI SHAll. BE CONSTRUCTED ACCORDING TO THE APPROVED PlANS, WHICH ARE ON ALE III THE PUBUC WORI\S DEPARn.tENT. f.Iff DEVIATION FROM THE APPROVED PlANS WIlt REQUIRE WRITTEN APPROVAl FROM THE CflY OF RENTON PUBUC WORKS DEPARn.tENT. SURFACE WATER UTlUJY SECTION. 4. A COPY OF THESE APPROVED PlANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS, 5. !lATUM SHAll. BE NAVD 88 UNlESS OTHERWISE APPROVED BY THE CflY OF RENTON PUBUC WORI\S DEPARn.tENT. REFERENCE BENCHI4ARI< AND ELEVATIONS ARE NOTED ON THE PlANS. ~0U-H;---6. AlL SEDlMENTAl1ONjEROSION FAClt.mES MUST BE IN OI'ERAltON PRIOR TO ClEARING AND BUIlDING CONSTRUCTION, AND THEY MUST BE SATISfACTORILY IIAINTAINED UNT1L CONSTRUCTION IS COIIPLLTED (j)~ ::J z ;;' I U n • AND THE POTENTIAl. FOR ON-SITE EROSIQN HAS PASSED, 7. AlL REIENTIONfDETENTlON FAClt.mES MUST BE INSTAU.ED AND IN OPERATION PRIOR TO OR III CONJUNCTION WITH AlL CONSIRIJCI1ON ACTMlY UNlESS OTHERWISE APPROVED BY THE PUBUC WORI\S OEPARIVENT, SURFACE WATER UTlUJY SECTION. 8, GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CflY OF RENTON APPROVED STANDARD MIXES, SHALl BE SUBWTTED BY A lANDSCAPE ARCHITECT AND APPROVED BY THE PUBUC WORKS DEPARn.tENT, SURFACE WATER UTlUJY SECTION. AlL PIPE AND APPURTENANCES SHAll. BE lAID ON A PROPERLY PREPARED FOUNDATION III ACCORDANCE WITH SECTION 7-02,3(1) OF THE CURRENT STATE OF WASHIIIGTON STANDARD SPECIFICATION FOR AND BRIDGE CONSlRUCTION. THIS SHAll. INClUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERI\l, AS WElt AS PlACEMENT AND COMPACTION OF REQUIRED ~~~MA~lERIAL,: TO UNIFORM CRADE SO THAT THE ENTIRE lENGTH OF THE PIPE WIlt BE SUPPORTED ON A UNIfORMLY DENSE, UNYIELDING BASE. AlL PIPE BEDDING SHAU. BE -ClASS "c", WITH THE OF PVC PIPE. AlL TRENCH BACKALt SHAU. BE COIIPACtED TO MINIMUM 951 FOR PAVEMENT AND STRUCTURAl. ALt AND 90X OTHERWISE PER AS1J,I 0-1557-70. PEA GRAVEL BEDDING SHAU. BE 6 INCHES O\IER AND UNDER PVC PIPE. 10. GAlVANIZED STEEL PIPE AND AlUMINIZED STEEl. PIPE FOR AlL DRAINAGE FACIUTIES SHAlL HAVE ASPHALT TREATIMENT #1 OR BETTER INSIDE AND OUlSIOE. 11. STR\JCTURES SHAll. N<lI BE PERMITTED wtrnlN 10 FEET OF THE SPRING UNE OF f.Iff STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF f.Iff CHANNEL BANK. EXISTING HOUSE AlL CATCH BASIN ORATES SHAU. BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL FF 261.5 257.01 • • • .. •• • 6 13. OPEN CUT ROAD CROSSINGS lHROUGH EXISTlNG PIJ8UC RIGHT OF WAY WIlt NOT BE AI.lDWEIl UNlESS SPECIACALLY APPROVED BY CIlY OF RENTON PlANNING/BUllDING/PUBUC WORKS AOMINISTl!ATOR. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, Stwl BE OF SOUND QUARRY ROCK PlACED TO A DEPTH OF ONE (I) FOOT AND MUST MEET THE FOLLOWING SPECIACATIONS: 8 INCH ROCK / 40 -70X PASSIN~" 2 INCH ROCK / 3D -40" PASSINe,; AND lESS 2 INCH ROCK / 10 -20X PASSIIIG. 15. AlL BUIlDING DOWNSPOUlS AND FOO11NG DRAINS SHAU. BE CONNECTED TO THE STORM DRAINAGE SYSIDI. UNlESS APPROVED BY THE CflY PlAN REVIEWER OR SURFACE WATER UTlUJY SECTION, AN ACCURATElY DIMENSIONED. CERTIAED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WIlt BE SUBMIITED TO THE CflY UPON COMPLEnON. 16. ISSUANCE OF THE BUIlDING OR CONSTRUCTION PERMITS BY THE CIlY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL 0811GATION AND/OR IJABIUJY CONNECTED wtrn STORM SURFACE WATER DISPOSITION. FURIHER. THE CflY OF RENTON DOES NOT ACCEPT ANY OBllGATlDN FOR THE PROPER FUNCTIONING AND IlAlNTENANCE OF THE SYSTEM PRO\IIDED OURiNG CONSTRUCTION • 17. THE CONT1!ACTOR SHAlL BE RESPONSIBI£ FOR PROVIDING ADEQUATE SAFEGUARD, SAFElY DEVICES, PROTECTIVE EQUIPMENT, F\AGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEALTH, AND SAFElY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION wtrn THE PERFORMANCE OF WORK COVEl1ED BY THE CONTRACT. ANY WORK wtrnlN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORItAl. TIWfIC FUDW SHAlL REQUIRE A TIWfIC CONTROL PIAN APPROVE BY THE PUBLIC WORI\S DEPARTMENT. TRANSPORTATION SYSTEMS DMSION. AlL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TIWfIC CONTROL SHALL APPLY. 18. SPECIAl. DRAINAGE MEASURES WIlt BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AAfA (APA). 19. BEfORE ANY CONSTRUCTION OR DEVELOPMENT AC1M1Y OCCURS, A PRE-CONSlRIlCTION MEETING MUST BE HELD wtrn THE CflY OF RENTON, PUBUC WORKS DESIGN ENGINEER. 20. AlL UMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PIAN(S) SHAU. BE CLEARLY FlAGGED IN THE AElD AND OBSERVED DURING CONSTRUCTION • FF 262.5 N <D N 21. AlL REQUIRED SEDlMENTATIONjEROslON CONTROL FACIt.mES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO lAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT lADEN WATER DOES N<lI ENTER THE NATURAl. DRAINAGE SYSTEM. AlL EROSION AND SEDlt.IENT FAClt.mES SHAU. BE IIAINTAINED III A SATISFACTORY CONDIIION UNT1L SUCH TIME THAT ClEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAl. FOR ON-SITE ERQSION HAS PASSED. THE IMPlEMENTATION, MAINTENANCE, REPlACEMENT AND ADDmONS TO EROSION/SEDIMENTATION CON1ROl. SYSIEMS SHAlL BE THE RESPONSI8IUJY OF THE PERMITEE. 22, THE EROSIQN AND SEDIMENTATION CON1ROl. SYSIDIS DEPlCTED ON THIS DRAWING AIlE INTENDED TO BE MINIMUM REQUIREMENlS TO MEET ANTlCIPATED SITE CONIlIIIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAl. CONDIIIONS DICTATE, THE PERMITEE SHAU. ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACIt.mES WILL BE NECESSARY TO ENSURE COMPLETE SR.TATION CON1ROl. ON THE PROPOSED SITE. OURiNG THE COURSE OF CONSTRUCTION, IT SHAU. BE THE OBlIGATION AND RESPONSI8IUJY OF THE PERMITEE TO ADDRESS ANY NEW CONDf11ONS THAT MAY BE CREATED BY THE AClMI1ES AND TO PROVIDE ADOOlONAl. FAClt.mES, OVEI\ AND AOO>'E MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUAUIY OF THE RECEMNG DRAINAGE SYSTEM. 23. APPROVAl OF THIS PlAN IS FOR EROSIctI/SEDlMENTATION CON1ROl. ONLY. IT ODES N<lI CONSTITUTE AN APPROVAl OF STORM DRAINAGE DESIGN. SIZE NOR lOCATION OF PIPES, RESTRlCTORS, ~~r----~~ElS' OR RETENTION FAClt.mES. 24. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, AlL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SOUARE FEET, THAT ARE TO BE lEfT UN-WORKED FOR MORE THAN 12 HOURS, SHAll. BE COVEl1ED BY MULCH, SOOOING OR PLASTIC COVERING. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURIHER WORK IS ANTICIPATED FOR A PERIOD 3D !lAYS OR MORE, AlL DISI1JRBED AREAS MUST BE IMMEDIATElY STA8IUZED wtrn MULCHING, GRASS PlANTING OR OTHER APPROVED EROSION CONTROL TREATIMENT APPUCABLE TO THE TIME OF YEAR, GRASS SEEDING AlONE WILL BE ACCEPTABLE ONlY DURING THE MONTHS OF APRIL THROUGH SEPIDI8ER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED wtrn MULCHING, NEITING OR OTHER TREATIMENT APPROVED BY THE CflY OF RENTON. OUTSIDE THE SPECIAED TIME PERIOD, 26. FOR AlL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED wtrn A MINIMUM HEIGHT OF THREE (3) FEET. 3:1 SIDE SLOPES, 27. A TEMPORARY GRAVEL CONSTRUCTION Et«RANCE, 24 FEET X 50 FEET X 8 INCHES Of 4 TO 6 INCH QUARRY SPAIlS SHAlL BE LOCATED AT AlL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. ~::::-r-D~~~::-" ~~~~~n-~FO~R~C~O~M~P~LlMANM.C~E~--~ TO CITY STANDARDS ____ ------Dote---- Dote RECOMMENDED FOR APPROVAL By ____ __ By _____ _ By ____ _ -MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 253-333-2200, FAX: 253-333-2206 1-------"--"--'---'---'--- ENGINEER1NG -SURVEYING LAND PLANNING o z i J i I I ~I 01 "" "-I II ~I ~, "'I 8, ) 1 ~I ",I ::11 01 ) I ~I '" WI ~I °1 if, ~ . o C\I II . - o 248 244 240 STA. 1+77(15'.2SRT)lYPE 1 CB #1 ...................... :: .•. : .•.••.•. :.: .•.•.•. :.: .•. : .• : .•.•. : ........................ : ................... : ................... : ........ STA ... 1:t.92.IY.PLLCB#'2 ......... .. GRATE ELEVATION 246.29 • : • • • • • • •• ......... ......... ...... : : : : : : : • • : : : : : : : : : : : : : : : : : : : : : : : : : : :GRATE: 256~9:r : • : : • :: ... . I.E. 12" 242.26 ~~T:~~~~~~·0;~~T~;S4· MH lYPE 3 #2 STA 3+40(152S'RT) lYPE 1 CB #3 STA 4+60(15'RT) lYPE 1 CB #4 STA. 4+85.37(15'RT)=5+14.63 lYPE: lCB :115 :::::::: :::::::::.:::::::: ::::::::.::.::::::::::::::::::.::.: ).:e: •.• ~.: :2~~;~Q : : : : : .: .:.: I.E. 12" 240.68 . . GRATE ElevATION 244.85 . GRATE ELEVATION 244.65 ~~U~2~I~fi~:TION 245.15 ::: ::: :::: ::::::::: ::::::::::::::.:::: ::::::: S.TA~ :,:~47.78:TY.P.E :,: CB :1f1:,:::::::::::: :: ::::: :::: :::: ,,~ ,.~ O.P'IT·:~~;;;.1. J;; :"": r'~ i 't m',,'f' . 2"::1 ¥.~~~.:, I H ........................................................ 'S"OPE ·O·S% .......... · ............................ : ......... : ......... :................... ......... .......... ................................. ... .:.:.:.::. ,:,,: :.'.:.: '.:: .. : '.:.: ~:. :.'.:.: .> .•.. :.: :.' .:.: • • • • • • • • • : • • • • • • • • • : • • • • • , • • • • • • • • • • • •• .........:.......... I".' • '. .:......... •••.••••• • • • • • • • • , • • , •• •••••••••• • ••••••• • ' • ••••••• .........:.........:....,....,.. • .. .. . .. .. . .. ... .. .. . .... . .. .. . . . ....... ......... : ........ : ............................ :::.:.::.::.::::::::::::::.:::::::::::::.: •• :.::.:.:::.:.:: ......... .......... :: ....... :::: ::.:. ::: .: ::. : ••• : :: :: : .: :: S'TA' '0' '7'9' '6:3' ""p,'''' '1' 'C'B' '.4<' ...... :. .. . . . ......... : ......... : ..................................................................................... : ......... : ......... : ......... :......... ......... .......... , ......... : ......... : ......... , ......... '.0' + .... ".", .. ::n:~0::::.:.:. ::::.:::::./.::::: •. ::.: .:.:.:.: .•.•.•. : :.:.:.:.:.:.:.:.:.:.:.:.:.:.: .•. : .•. :.:.:.:.:.:.: .•. :.:.::.: ......... : ........ :................... ......... .. ..... .. .......... : ......... : ......... : ......... : ......... GRATE· 248,32·· ...... : ......... : ........ : ......... : .... -:-... : · . · ............. , ... , , . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . .. . ........ . · . · . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . .. .........:'. ..,...:.......,........... ......... . . . . . . . .. ......... . · . . . . . . . . . . . . . . . . , . : . . . . . . . . . : . . . . . . . .. .........:. .......:.........:......... ......... . . . . . . . .. ......... . .... --..... ....... ~ .. : ......... : .................. : ........ : .. , ...... : .......... , ...... . , ••.•.• : .•.••• ~ . ......o.....o-.':......:....:.. .•.....•..•...•••...•••••• : .••...•.• : •••...•••••••..... · . . . . . . :. . . . . . . . . . . . . . . . . . . . . ................ : ......... : . . . . . . . .. . ....... . · . , , . .. . ................ , . . . . . . . . . . . . . . . . . .. . · . . . . . . • : • : : : : :: : : : : ••• : : : : : : • : •• : ; : • : : : ••• : • : • : : : : : • : : : • : : : • : • : : : • : • : : : : : : : : •• : •• : : : : : : • : : : : .. .. .. .. .. .. .. .. .. . . . .' : -t . ~.-: ................. : ................... : ............... , ... : ................... : ................. : ................... : .............................. ' ......................... .. ... '10' IF'12' CONCRETE' STORM'" .................................... : ......... : ......... : ........................... : .......................... ·S=~%· .............. : : • : S • : :3% : : • : : : : • : : : : : : : : • :: ::::::::: .:::.:::. ::.: •• ::: ::.:.:::::::::: •• ::::::::::.::.:::.::.. :: •• : •• :. : ••• :::::::::.::::: ::::: ••• : ::::::.:::.:.:::::: :::::::::: 7 . .. .. . ... ......... .. ...... . : : : cONNECT: ro: EXlsriNG :orrCH :El. 242.3±:: :: •• ::::::. ::::.:::: ::.:::::::::::::::::::::::::::.:.:.:.:. : •• : •• ::. :::::::::::.::::::: ::.:::.:: ::::::::::::::::::: :::::::::: : ......... : ... .. : . 48' LP.B» :DI' ....... 0 . . . .... : ......... : . . . . . . . .. ........ . . . . . . . .. . ........ : : : : : : : : : : : : : : : : : : : :: : : : : : : : :: ::::::::: ::::::::: ::::::::: ::::::::::::::::::::::::::::::::::::::: ::::::::: ::::::::::::::::::: ::::::::: ::::::::::::::::::: :::::::::: ~ : : : : : :: . : :~. :::: .. : .•... .:.-,.-: .... : ... : ... : .. : .. : .. : .. : .. :.: ... : .... : ...... : .. : .. : ..•.. : ..•.... :~ ..•. : ... : .....•... : ...•.. : .. :.:. j :: : : :: :: : ~ :: : :: :::: :::.::::: ::::::::: ::::::::: '.~ ................... ; ......................................... " ........................................................................ : ................... : ................... : ......................................................... : ......................................................... : ...................................... : .............. . . . , ...... , .... ,.,.. . ....... . . . . . . . .. .......•.••...........•........ . . . . . . . . . . . . . . . . . .. ................... ................... ~ : . . . . . . . . . . . . .. .. . . . . . . . . . .. .........:........,:.........:......,.. ......... ......... ........ . 2+00 3+00 108TH AVE SE SCALE 1" = 20'H -1"=4'V 4+00 STA. 7+81(15.25'RT) lYPE 1 CeR7 GRATE ELEVATION 257.46 I.E. 12" 254.44 : ......... : . . .. ......... .. : ......... : ............ :.::: ::::::::::::::::::::::::::::::::::::::: ::::::::: ::::::::: ::::::::: ::::::::::~:::::::::~::::::::: : ........ : ......... ; ......... ;. .................................. . ::::::::::'::::::::: ::::::::: .::::::::~:::::::::~:::::::::~::::::::: ::::::::: ::::::::: :::::::::: . . . . . . . . .. ......... ......... . .. , ..... : ......... : ......... :......... ......... ......... . ....... . 240 : .•.•.•.. : .. :.:.: .. :.:.:. :.:.:.:. :.: ..•.•. :.:.: .•. :.:...::. ::.:.::':".:.:.:.:.:.::.:'::. L:.:.:".:.:. :.:.:':':. :.:.:.:.:.:.:" ...... :.: .: ..... :.: .. :.:.: .:.:.: .. :: .. :.::".:.::::.: 0+00 1+00 2+00 SOUTH DRIVEWAY SCALE 1" = 20'H -1"=4'V NOTE: GRATE CALL-OUTS , : : : : : : • : J.E:; : 1:2": Z43;Z5: : : : : : : • : : : : : : : : : : : : : : SJt>.; :s:+.a5.36U5.2S'~I) :r.yp[:r ca: #6 •• : • : • : : • : : : : • :CENTERLIN£ OF: EXIS'riNG :NE :24'ri1: sTREb-........ : ......... : ... .:...: ,..-. : ......... : ......... : ......... : ......... : ........ . SHALL BE VANED GRATE UNLESS OTHERWISE SPECIFIED · ....... , ................ , .. . · ." · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........ . · . · ................. , . .. . ... ,... . ..... . · . · . . . . . , . . . . . . . . . .' . . . . . . . . . . . . . . . . . . . . . .. .... ... . . .. . · . . . . . . .. , ....... . · ...... ,. . ....... . . . ::::::::: ::::::::: :::::::::~:::::::::~:::::::::~:::::::::~:::::::::~:::::::::~::::::::: : : : : : : : :: ::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::: ::::::::: :::::::::~:::::::::~:::::::::~:::::::::~:::::::::~:::::::::I::::::::: · . . . . . . .. ......... ......................'.............................................. 5+00 6+00 7+00 8+00 30' ?i ~~F~A~CE~O~F_C~O~N~C~R~8~E~C~U~RB~~~6~'~~ <5 16 SIDEWALK ~ I.t.. o UJ Z ...J ~ ~ UJ () EXISTING ROADWAY VARIES - VARIES SAW CUT --If--t-oO:..::..:::=-t l' FROM EDGE - NE 24TH STREET SCALE 1" = 20'H -1'''=4'V t,XI:> liN\> r-~"""" ROADWAY SECTION (NE 24TH & 108TH AVE SE) NTS 26' !!E 1----.£>.'-----1 !!E ...J ::J ~ ROADWAY ~ UJ 20 UJ D.. D.. ~ ~ D.. 10' 10' D.. 3''-4--1---1--1--3' .",2% .22b. SLOPE VARIES ..... I j .... SLOPE VARIES £XisTiNGGROUNO- SOUTH DRIVEWAY NTS CHECKED FOR COMPLIANCE TO CITY STANDARDS RECOMMENDED FOR APPROVAL __________________ Date ___ ~~ BY_~ __ _ _________________ Date __ ~ __ ~ BY ____ _ ~H )&j ~/ 1/tfl % v~ Date 8Y ____ _ DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN. WASHINGTON 98002 253-333-2200, FAX: 253-333-2206 -.., 1\ • ENGINEERING -SURVEYING ..... , LAND PLANNING \~~ ~~. ~~~+ ~~V ~ incorporated I EXPIRES 9 JAN 2006 I Ll~~-L~~ __________________________________________________________________________________________________________________________________________________________________________ t~ST"~:p.~'~m~~~LILID~~'~~~~ ________________________________ _' z x o z NE 1/4 SECTION 05, TOWNSHIP 12, RANGE 05 E. W. M. CB-TYPE II RIM = 243.73 CB-TYPE 11----". RIM = 243.84 IE = 242.03(S£) IE = 241.63(N) 1£ = 241.53(W) IE = 240.79(E) IE = 240.59(N) IE = 240.04(SW) 39.8LF 18" CONC @ 10.13% SSMH RIM = 244.58 IE = 238.13(E-S-N) IE = 238.03(W) CB-TYPE 11--____.. RIM = 242.11 IE = 235.01(NE) IE = 235.71(E) IE = 235.61(W) ~:-=*< "'117 RIM = 242.61 IE = 234.16(E) IE = 234.06(W) ~~~······ .. ·····I~······ ~ .. P-"\ -0- 38.6LF 8" PVC @ 10.02% CB-TYPE I RIM = 244.54 IE = 242.39(S) IE = 242.34(N) IE = 242.09(w),;f 1 / IE = 240.74 35.5LF 18" CMP ---' @ 1.27% SSMH RIM = 246.73 I IE = 239.43(W-S IE = 239.33(N) .:,~.' .. ",G: . t'J -. :'0 '-"0 . -.> '.t!.' ":.;'"-', . ":co.::- :.:5::::: .0--,." "0j . '" 'r<)" . II I IE = 241.69 9.5LF 12" CMP ---@ 0.63% SSMH RIM = 246.20 IE = 238.40(E) IE = 238.30(W) SSMH RIM = 252.60 IE = 247.05(E) IE = 246.95(W) CB-TYPE II CB-TYPE II ---, RIM = 252.68 IE = 246.53(SE) IE = 242.88(W) CB-TYPE II RIM = 253.28 IE = 248.38(E) IE = 246.93(NW) ~..-'-c--12.6LF 12" CMP @ 2.06 % ~"""I = 242.29 RIM = 248.53 ~ w IE = 236.83(£) ,;C '" Q) '6) ;\ IE -236.78(W) '" '--F4""'-c/c==~-7~~="-::'-f-:::':":":':~~==1"x==G+=,b=-:-f=~' ~. .. . --.... . ...... . . .... t.\l.-" .... "EP>@7:25%> •.••...• ··.jZ;;WATERl.H'J£ .. ·····>·N.E:.-g4th~. .......... , .................... ,~ . IE = 243.88 12" CMP ....... .......... . PVC 7.2.3%. -------12 CMP HOUSE .•.....• >. · •••••• · ••• ·.·.229,9\0\'15 .·.C PVC@.·O,37% -0- Z ::J Z ;;' :r: o '" o :r: IE = c CB-TYPE II RIM = 264.85 1£ = 253.85(E) IE = 253.80(N) IE = 253.75(W) ADS @5.02% '0-0 SSMH RIM = 265.33 IE = 248.08(E-S-N) IE = 47. IE = 259.63 LEGEND :0 EX. FIRE HYDRANT Z EX. WATER GATE VALVE E8 EX. WATER METER o EX SANITARY SEWER MH -0-EX. UTILITY POLE E--EX. UTILITY POLE ANCHOR o EX. CATCH BASIN TYPr I @ EX. CATCH BASIN TYPE II '" EX. MAILBOX -rr EX. SIGN --0-0-0-EX. CHAIN LINK FENCE -0. EX WOOD FENCE -x-x-EX BARB v.lRE FENCE :D: EX STREET LIGHT >-----<: EX STORM CULVERT I o EX DECIDUOUS TREE (AS NOTED) EX CONIFER TREE (AS NOTED) EX TELEPHONE RISER EX DITCH LINE TREES TO BE REMOVED (TYP.) CHECKED FOR COMPLIANCE TO CITY STANDARDS ____________________ Date ______ __ ____________________ Date ______ __ Date MERIDIAN PER: CITY OF RENTON SHORT PLAT No. 9805149005 BASIS OF BfAR/NG: CENTERLINE OF ABERDEEN AVENUE N.E. (112TH AVE. S.E.) AS PER CITY OF RENTON SHORT PLAT RECORDED UNDER AFN:9805149005 GRAPHIC SCALE 30 .. LEGAL DESCRIPTION o : 15 ( IN FEET ) 30 1 inch ~ 30 ft. 50 I THE NORTH ONE-HALF OF LOT 294 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION No.4, EXCEPT THAT PORTION HERETOFORE CONVEYED TO THE CITY OF SEATTLE AS RECORDED IN VOLUME 11, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, SUBJECT TO EASEMENTS AND RESTRICTIONS ON RECORDS. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY OPEN AND CLOSED FIELD TRAVERSES, EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES, USING A TOPCON 2110 THEODOLITE ~TH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. FIELD WORK PERFORMED BETWEEN AUGUST & NOVEMBER, 1998 . 2. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE, ~TH INDEPENDENT MEASUREMENTS . 3. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY, AND NO INDEPENDENT SEARCH OF THE PUBLIC RECORD CONDUCTED, THUS MATTERS OF TITLE SUCH AS EASEMENTS, RIGHTS-OF-WAY, ETC., OTHER THAN THOSE DISCLOSED AND/OR REFERRED TO ON THE REFERENCE INSTRUMENTS LISTED BELOW, HAVE NOT BEEN SHOWN. REFERENCES 1. PLAT OF C.O. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION No.4, RECORDED AT VOLUME 11, PAGE 82 OF PLATS. 2. KING COUNTY SHORT PLAT RECORDED UNDER No. 8805099006. 3. RECORD OF SURVEY No. 9207319003 RECORDED IN BOOK 88 AT PAGE 135. 4. CITY OF RENTON LLA No. 95112990D5 RECORDED IN BOOK 106 AT PAGE 179. 5. CITY OF RENTON LLA No. 97D8049005 RECORDED IN BOOK 116 AT PAGE 107. 6. CITY OF RENTON SHORT PLAT No. 9805149005 RECORDED IN BOOK 121 AT PAGE 279. 7. QUIT CLAIM DEED RECORDED UNDER AFN: 9212282180. RECOMMENDED FOR APPROVAL By ____ _ By ____ _ By ____ _ DATUM: NAVD 88 BENCHMARK (CITY OF RENTON 8M #334) TOP 1/8" BRASS NAIL SET IN CONCRETE MONUMENT AT INTERSECTION 108tn AVE. N.E. AND N.E. 24th ST. I EXPIRES 9 JAN 2006 DALEY -MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN. WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 ENGINEERING -SURVEYING LAND PLANNING ~ L() L() N n o z z B o z I I 1 i I --; I i J I J LL o N II , o z NE 1/4 SECTION 05, TOWNSHIP 12, RANGE 05 E. W. M. BARTELL SHO T PLAT 8+00 5+00 ------r----t-- +---------------rl NE 24th Street • ! .---:.=;: •.•.. "':' .'.' .. ~: .••.. : ...•. ~ ................... , •.... \ .•.. :.1·.··.·. ··· .. ··.·' .... ·t l' .... ·.~.I··:i~!f;-·· I .... ' ..... :' ., .. : ........ , • ....... . .< .' ." '·1 N 00.' 16" E . . .. .. 254.3Q• .. ~_'UI --67.01' -I"';" .........• -l~ 87.02.1--+--'1 ":2~' . ['r Ilf I - -85.73' 1 •. '1 /).R ::-~.~~.'30 ____ ~ _____ ';. _____ ~ __ _ '. I 'vvv -~-~ .. ------i'5·----------.I-~-----r----.. ~---:I I-Z c' '. ~ -L r 23f-9'------------l " . 2:' 1 1 1r---~20~· ----j ~ I -~~ --10' STOR~D~~~ACIc-~:. --n -_L_ --5~: ~ ... ~ I I 6,021 SO FT I ~ ~ I 8 I "'I~ 1 9 I: ~. ~ 8 .~ *: I . . I &,(1 5,090 SO.FT I ~151 6.620 SOH I: > r-.. . .': I I fTi'1 5' I'" -1>.1 I: ~ I .. .. ..1 '" J ~ L ______ , __ 5J =E L ,_ _ __ _ --J i . ~ . ~ ! ~~ -Sa9~C'/~W---I il2 . " : r----_10!-8.§.. -",-l ~~. : 2';. i: 2f' I I 20 b ____ ~66~ . ..:..11:....' ...L-'~II''1R. O):::1~) 17'11F6~ "EL--V1 "~??T-': :'If8,:::.:6.:...:.12=.'-::::===_.=_=,= 1_= .... :':-:-... · ':"': ... -=··~·-4.,. "I~: I 2 I I~ ~ · .. . ~,: I 5,536 SO.FT. I ~ f9. b~+' -:-.-'-1--+;----'1 I ~ t:i ------------~.=M o/~ · • . .'1 I' . '" ,::E 1 ",0//#-0 W-0 ~#/Xo//'#a MM11l ir.-.. +-~I___..L 1+C-.j1 . ..J' 5' 7 7. :---;:,~ u1l6"W ---I 13.743 SO.Ft, . .•.. ;d~" ,----=1 '-----_ 1 03.19' 10 I ~ • 2~' r------------I ~ "! ; I I '" I 20' ~L ------~l 10' STORM DRAINAGE EASEMENT ~ "Il"-Ull~ '!. 10' 1 01 0) 2600 I I~ I I 3 I ~ ~ . 10' 10' I~ EXISTING HOUSE DECK I;' . . 1D8~1 :g: I 6.905 SO. FT. I ~. IV~ ~~~iZi __ __ -- .. I· . ., : I I ... (o~ / / !t \ \ ~<'ct '" o 1 1 I 1 I' L :... _ .----J .~~~V g~~~bJ~6" 1 In ------;1'J ~ i·~~oA,OQ· N89'07'16"E 150.09' ....-- -L.1_ - - - - -82.52':'" - -~ - - - ---+ -v~ ·~~~2;n10.~~l'y· --:1~.~~·Un,11'K3.~·~.~~ ~;:. =.=. ~!]oifT:~~r~-=--20" -~1f,1~4.it 75·oj~_=--I~---;: .... ~ """(~ N89'07'16"E 104.84'l100Sil8 <nn' ... 48,QO'\. ~I I '" ~. . ' ... ". ". . . .93;66' 0"111.18' .~;;.: 8 1t-I "It . .. ' .. ' .. . . I' DRIVEWAY I: A~E ;Ni ~ . I.. .'. . ... '.' '.' . ' .. ~ Ii b. I 61--1-"02,,--0' ~ ~ . i ~ LI--- - - -r ----93.66 - - - - - - - - - - -. -3:~~ ..\" - -32.S7 40' -~ I 'I ,. "" 6.515 SOFT .. ~L 1 n ______ fl "I I · '. •• • :. · , I.' I~~' 1 ' .. ' : •. • • ! . '. ::~ . · . ,. c « o Il:O (/) (/) w () () « ~- I ~ I 1 ;;'00 SO.FT. : I ~;J IUI-------"o" ~ I~ : T~Ar.T Id l-----------(/ ~ I 4 6.483 SO. FT. U1 I I I L __ _ '" o \ \ \ -~ -~- \ \ 5 7,366 SQ. FT. L __ N o I I ~ I I I (0-'" I '" ,I '" '" .------~ !Xl !Xl 1'1 I I I 1--... , I GRAPHIC 20 ? "0 ---SCALE 2,0 ( IN FBBT ) 1 inch = 20 ft. CHECKED FOR COMPLIANCE TO CI1Y STANDARDS ) /,L-t---I LAKE WASHINGTClN LEGEND TOTAL PARCEL ~ 75.024 SQ. FT. ~ 1.72 ACRES PROPOSED LOTS ~ 9 R-8 ZONING DESIGNATION PROPOSED LOT AREAS; LOT 1 ~ 6.021 SQ. FT. LOT 2 ~ 5.536 SQ. FT. LOT 3 ~ 6,905 SQ SF. LOT 4 ~ 6.483 SQ. FT. ! LOT 5 = 7,366 SQ. FT. / l;' « .Ie c-<Xl \ \ NE 28TH ST ~----__ -1~N~E~2~7~rH~S~Ti-______ ~ NE 24TH PARK o NE 20 rH ST :z' NE 16TH ST ... 'i! : "'-PROJ ECT w ~ SITE aJ « VICINITY MAP N.T.S. LOT 6 ~ 6.515 SQ. FT . LOT 7 ~ 13.743 SQ. FT. LOT 8 ~ 5.090 SQ. FT. LOT 9 ~ 6.620 SQ. FT. PROPOSED DENSITj = 5.86 DWELLING UNITS PER ACRE DENSITY PERMITED BY CODE (R-8)~ MAXIMUM 8 PER ARCRE PARKING -OFFSIT· PARKING FOR TWO VEHICALS PER LOT LEGAL DESCRIPTION THE NORTH ONE-H~I_C:-O~ '_OT 294 OF r:: IJ u"_'_~,fMI'"S '_"""<E WASHIr-..jGTON GAq:IJr::~1 ')cc EDEN, DIVISION No. A, EXCEPT THAT PORTION HERETOFORE CONVEYED TO THE CITY OF SEATTLE AS RECORJED IN VOLUME 11, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON, SUBJ[CT TO EASEMENTS AND RESTRICTIONS ON RECORDS NOTES 1. CONTROLLING BOUNDARY OATA WAS OBTAINED BY OPEN AND CLOSED FIELD TRAVERSES. EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES, USING A TOPCON 2110 THEOOOLITE WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. FIELD WORK PERFORMED BETWEEN AUGUST & NOVEMBER. 1998. 2. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE, WITH INDEPENDENT MEASUREMENTS . 3. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. AND NO INDEPENDENT SEARCH OF THE PUBLIC RECORD CONDUCTED. THUS MA HERS OF TITLE SUCH AS EASEMENTS. RIGHTS-OF-WAY. ETC .• OTHER THAN THOSE DISCLOSED AND/OR REFERREO TO ON THE REFERENCE INSTRUMENTS LISTED BELOW. HAVE NOT BEEN SHOWN REFERENCES 1. PLAT OF C.D. ~ILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION No.4, RECORDED AT VOLUME ". PAGE 82 OF PLATS . 2. KING COUNTY SHORT PLAT RECORDED UNDER No. 8805099006. 3. RECORD OF SURVEY No. 9207319003 RECORDED IN BOOK 88 AT PAGE 135. 4. CITY OF RENTON LLA No. 9511299005 RECORDED IN BOOK 106 AT PAGE 179. 5. CITY OF RENTON LLA No. 9708049005 RECORDED IN BOOK 116 AT PAGE 107. 6. CITY OF RENTON SHORT PLAT No. 9805149005 RECORDED IN BOOK 121 AT PAGE 279. 7. QUIT CLAIM DEED RECORDED UNDER AFN: 9212282180. DATUM: NAVD 88 BENCHMARK (CITY OF RENTON BM #334) TOP 1/8" BRASS NAIL SET IN CONCRETE MONUMENT AT INTERSECTION 108th AVE. N.E. AND N.E. 24th ST. I . c .. ~~ LEY ~~6R~u~~N Pw9~~ETE, INC. . ...• .,). AUBURN. WASHINGTON 98002 \'''':'¢HONE' 253~333~2200. FAX. 253~333~2206 ~. --.---------f --..:II' ~1~_J..... ..... ~..r...._9~6!!' _______ ---1. _____ 73.03 - ------. ...... --- --:-r _8~02 --- ---~~~ N 89°10'27" E 254.77' +-___________________ Date ________ _ 11 n ) ENGINEERING ~ SURVEYING ....., LAND PLANNING I EXIST 30' R/W +-___________________ Date ________ ~ Date ~ inco .... porated 03255 Bartell Short RECORDING NO. [ ~-----.." Plat VOLUME/PAGE Land Use Land Action Record No. No. LUA-04-007-SHPL-H A PORTION OF THE SW 1/4 OF THE NE 1/4 SEC. 05, TWP. 23N., RNG. 5E., W. M. CITY OF RENTON, KING COUNTY, DEDICATION: Know all people by these presents that we, the undersigned owners of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and declare this short plat to be the graphic representation of same. and that said short plat is made with the free consent in witness whereof we have set our hands and seals. The owner of the land embraced within this short plat, in return for the benefit to accrue from this subdivision. by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots. or of any subdivision thereof. This covenant shall run with the land as shown on this short plat. ACKNO WLEDG MENT: State of Washington county of ) ss ) On this day of . 2005, before me, the undersigned, a notary public in and for the State of Washington, duly commissioned and sworn, personally appeared to me personally known (or proven on the basis of satisfactory evidence) to be the the corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed. if any, is the corporate seal of said corporation. Witness my hand and seal hereto affixed the day and year in this certificate above written. Notary public in and for the State of Wash ington, res id ing in VICINITY MAP 1"=1/4 mile NE 27TH ST APPROVALS: Examined and approved this ____ day of ________ 2005. WASHINGTON PRIVATE DRAINAGE EASEMENT: The drainage facilities located within the private easement shown on the plat shall be owned, operated and maintained by the homeowner's association created for this plat. The City of Renton shall have the right to enter said easements to repair any deficiencies of the drainage facility in the event the owners is/are negligent in the maintenance of the facilities. These repairs shall be at the owners expense. DRAINAGE EASEMENT RESTRICTIONS Structures, fill. or obstructions (including but not limited to decks, patiOS, outbuildings, or overhangs) shall not be permitted beyond the building setback line or within the drainage easements. Additionally, grading and construction of fencing shall not be allowed within the drainage easements shown on this short plat map unless otherwise approved by the City of Renton. A UIFER PROTECTION NOTICE: The lots created herein fall within Zone 2 of Renton Aquifer Protection Area and are sub ect to the requirements of the City of Renton Ordinance No.4367 and as amended by rdinance NO.4740. this city's sole source of drinking water is supplied from a sha low aquifer under the city surface. there is no natural barrier between the water tab e and ground surface. Extreme care should be exercised when handling of any liquid sub tance other than water to protect from contact with the ground surface. It is the hom owners responsibility to protect the city's drinking water. P IV ATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: New private exclusive easements for ingress and egress. are to be created upon the sale of 1· ots shown on this short plat. The owners of lots 3.4.5.6,7 and 9 shall have an equ I and undivided interest in, the ownership and responsibility for maintenance of the private access easement appurtenances. these appurtenances and maintenance res onsibilities include the repair and maintenance of the private access road drainage pipes, and storm water quality and/or detention facilities within this easement, private signage, and other infrastructure not owned by the City of Renton or other utility providers. Maintenance costs shall be shared equally. parking on the paving in the access easement is prohibited. unless pavement width is greater than 20 feet. my commission expires: City of Renton Administrator of Planning/Building/Public Works UTILITY EASEMENT NOTE: King County Department of Assessments: Print notary name Examined and approved this _ day of ________ 2005. An easement is hereby reserved for and conveyed to Puget Sound Energy, Inc., Qwest Telephone Company, Comcast Television Cable Company and their respective successors and ass igns under and upon the pr i vate streets, if any, and the exterior ten (10) feet of all lots. tracts and spaces within the plat lying ACKNOWLEDGMENT: King County Assessor Deputy Assessor para lle 1 with and ad join ing a 11 streets in wh ich to construct, operate, ma inta in, repair, replace and enlarge underground pipes, condUit, cables and wires with all necessary or convenient underground or ground-mounted appurtenances thereto for the purpose of serv ing th is subd i v is ion and other property with e lectr ic, gas, te lephone and other utility services. together with the right to enter upon the streets, lots. tracts and spaces at all times for the purposes herein stated. State of Washington County of ) ss ) On this day of 2005, before me. the unders igned. a notary pub I ic in and for the State of Wash ington. du 1 y commiss ioned and sworn, personally appeared to me personally known ~r proven on the basis of satisfactory evidence) to be the the corporation that executed the within and foregoing instrument. and acknowledged said instrument to be the free and voluntary act and deed of said corporation. for the purposes therein mentioned. and on oath stated that he was authorized to execute said instrument and that the seal affixed. if any. is the corporate seal of said corporation. Witness my hand and seal hereto affixed the day and year in this certificate above written. Notary public in and for the State of Washington. residing in my commission expires: Print notary name RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: Recording No. ________________________________ __ Filed for record this ___ day of ______ ~, 2005 at _._ _.M. in book __ of _______ lit page __ at the request of Stephen H. Woods. Manager Superintendent of Records This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of the appropriate State and County Statute and Ordinance in December, 2004. Stephen H. Woods Certificate No. 38965 EXPIRES 5-23-2005 The owner/developer, shall defend, indemnify and hold the City of Renton. its officers, officials, employees and volunteers harmless from any and all claim, injuries. damages. losses or suits inc Iud ing attorney fees, ar is ing out of or in connection with the completion of all required public facility improvements for this plat. The city's financial obligation to construct any default private utility facilities and public infrastructure for streets, water ut i 1 ity. san itary sewer ut i 1 ity, or storm water utility system is limited to the face value of the bond the owner/developer has posted in lieu of the required pUblic improvement. The city reserves its unilateral right to establish the schedule for construction of defaulted plat infrastructures. This statement is legally binding upon the heirs. and/or assigns of the owner/developer. subsequent property owners and their heirs and/or assigns. INDEX DATA; • Centre 33701 9th Avenue South ~ Federal Way, WA. 98003 _~_ Pointe (253) 661-1901 SE-SE 04, T23N, R5E, WM SURVEY FOR Mark Rousso t Surveying DRAWN BY: 0 Woods CHECKED BY: S Woods DATE: February 7. 2005 JOB NO.: 2331 SCALE: NA DRAWING NAME: 2331 ,. , ' .. , . , ~. , 4734 NE 4th Street Renton, WA. 98059 KING COUNTY, WASHINGTON SHEET 1 OF 2 rno 1.00 Bartell Land Use Land Action Record Short Plat No. No. LUA-04-007-SHPL-H Found "X' on 2' brass disc, incased. Intersection of NE 24th Street and Jones Avenue HE. 1323.24'Plat Visited 11-29-2004. N88 ·06' 54" E 1324.96' Me_as_--- 30' Q) ::J o Q) . U"l .,. "3' en C\J 10' . m (T') ~ Right-of-way dedication NE 0_ 85.73' 14.63' . 1l~2~8~~~'30'--:. privat~J --.- R=15.00 Storm Easement. 1 ~ bClCle! Sq. Ft. 0.138 Acres SBB'06'54'W 101.85' . CJ1 (Y) 283.65' 24th Street 254.04'Plat NSS'06'54"E 254.39'Calc . o o I 66.96' -\---------- I I 10' Private L. <;:Storm Easement. I r-. I g ~ 8 re I I I 5090 5q Ft. o 117 Acrps I I I 66.06' . o (T') ~.~. ~. ---10' -;U;;-iC-- -l' ~ -i - Utility Easement~ I ~ ru --o Z 9 I ~ I ~Cn I :::""': ..... lD 6620::iq ~I 0.152 A.cres I => r- ~ I '" 20' Driveway ~II and Utility~ Easement. I 86.17' I to :J; '" > .~ '-Cl 20' 10' PUblIc ~Utility (asement. I I o ()) .... 588'06'54"W 152.23' 2 o 3: 0 ~ I 123m 15' Public Sewer I---Easement. Rec. No. ~ I I I 55'1') Sq. Ft . 0.],'7 Acres N88'06'S4"E 103.19' I I I 7 ~ 1jjLU Sq.FL I 10' Private 0.316t,cres 15l 3 1. 'I".-LI <;:Storm Easement. g ~CD \ ,·,\\,.....t1f":~) f'" f _ ('" D. ('1,"··~ ......... ,.,~O.· ~ V· \."'as .. ·'·~,") .... Found 2" brass disc with "X", incased. ~City of Renton # 1837. ~~ [ ~OLUME/pAGE "'" '------' ,--~J RECORDING NO, (\J ~I Q) m· 1""'1 Found 2" brass disc ·01,-J with "X", Incased. (\J£'J,..-t BaSIS of Bearing pOin~~g ~ 1323.13' z ~ NSS'06'35"E ....... -.--l\r-~ 1041.31' ~ I--. en I Found "X· on 2" brass disc, incased. Intersection of NE 24th Street and Aberdeen Avenue HE. Visited 4-27-2004. :!~ (\JtD • 0 0 .... o Z East 1/4 corner 1 Sec. 5. Twp.23N, ~ Rng. 5E. W.M. ! Found 3" brass disc 5 4 with "X". incased. City of Renton # 369. I I' LEGAL DESCRIPTION: The north one-half of Lot 294 of C.D. Hillman's Lake Washington Garden of Eden. Division NO.4, EXCEPT that portion heretofore conveyed to the City of Seattle as recorded in Volume 11. page Records of King County. Washington. subj ect to easements and restrictions on record. BASIS OF BEARING: 82. True North. Based upon Global Positioning System (GPS) Lambert Grid Washington State North Zone coordinates. A convergence angle of 01°00'24.745" counter-clockwise was applied at an "X" set in a 2" diameter brass disc in a monument case at the intersection of Northeast 24th Street and Edmonds Avenue Northeast. The North American Datum of 1983/1991 (NAD 83/91) grid coordinates were found to be 190155.783 / 1306224.718 at that paint. The inverse of both the se~ level correction factor of 0.999988168 and the grid scale factor of 0.999997554 was applied to the grid coordinates for shown ground distances. RENTON CONTROL MONUMENTS: City of Renton Control Point 1837. Control Point 1837 was found to have a Lambert grid north zone coordinate of 190488.590 / 1306227.672 based upon the NGS grid. City of Renton Control Point 369. Control Point 369 was found to have a Lambert grid north zone coordinate of 189091.951 / 1306215.239 based upon the NGS grid. ~ ~ :> to I'" ~ 3: CD (T') . r-- ~ to {'.113' ~ , ".~, ., ~ c:.;"" .,. iJc! 10 Sq. I'( . to 113 ' 5' Access ~'~:~~d~1" 0, ~~O.!f en I 1 U 1 ,-"U' • -'or< 1 " (\j ._ o. l:_l'l Acres I and ti ity ,....-"5· .' ~ 0 w Easement. \.J:~~: ~i()~~. ' ... I 101 \ ~'O\ ~.' 0""·f PLAT NOTES: 1) (Y') " (\J ° o o z rn Q) ~ o ~ ~ o o :z <D I 15' PUblicsewer~22' Radius IOJ ;22' Radius '~ .... o';, ... J 6 10 1 ;., Easellent. Rec. NOj J V : I~' I 150.09' i;J -1-_t _ - - - ---=:l ~ -~ -L~.=..::e:.::~~~~=-::.;=-::.~8;;9.M09~· ----1' g . : -+ -NE23rd st ~ . U1 ~_ _ __ 588 '06' 54"W 194. 84' _ -=.-- - - - ---93.66'-. . , (PRIVA TE ROAD) ~ (TJ -tc~--~26' """ I 15' Public water and Utility I I I I 01 o ~I .... .... 1 I I Easement. Rec. No. Easement. Tract A Storm Drainage 10680 Sq. Ft. O. ~)~5 Ac res I 10' Private ~Storm Easement. 0'1 o oq" - o o Z 6580 Sq.Ft. 0.151 Acres 5 [ITll) 7560 Sq. Ft . 0.174 Acres 6 lITIZI t; 180 Sq. f-t. :).142 Acres m lt1 (T') .... .... (0') -, 30' 10' 1~J'L-______ ~9~3:.6:6~.--------------~---:::~~7:3~'073~'::~~----~--~-:~--------------------~~ 88.08' _2~·.Q~_< o~ I Ccl':e 5SB '10' 05"W 254.77' "r"" m rn I Found ·X· on 2" brass disc, . incased. Intersection of NE 20th Street and 01 Jones Avenue NE. ~Visited 1\-29-2004. LEGEND: Monument found as noted. ... ", t''''''\ ~ c:.O\.~\.·· I"')O·t -\.._o~ ",'" NE 20th Street ----~~ ---------- N88°19'36"E 1325.84'Meas 1324.94'Plat TOTAL AREA: 74970 Sq.Ft. 1.721 Acres ~ • No.4 rebar with yellow plastic cap stamped "CPS INC 22338" (To be set) . ~ = Address Number Found "X' on 2" brass disc, incased. Intersection of NE 20th Street and Aberdeen Avenue NE.~ Visited 11-29-2004. ~ 'l) 2) The monument control shown for this site was accomplished by fie ld traverse uti 1 iz ing a one (1) second theodo 1 ite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. o 30 60 Full reliance for legal descriptions and recorded easements have been placed on the title report from Pacific Northwest Title Insurance Company Commitment order No. 552525, dated Nov. 7, 2003 and updated Jan. 29, 2005. No additional research has been attempted. -I ---,----, 3) SCALE: 4) Offset dimensions shown hereon are measured perpendicular to property lines. Tract "A" is a storm drainage tract for the benefit of all lot owners in this short plat. Each ownership of a lot in this short plat 1" 30' 5) 6) 7) (lots 1 through 9 inclusive) includes an equal and undivided ownership interest in Tract "A". Lots 1 through 9 shall be equally shall be equally responsible for the maintenance of said Tract "A". Lot 3 shall access from Northeast 23rd Street. Lot 9 shall access from the Driveway Easement. There shall be NO parking on Northeast 23rd Street. INDEX DATA; PcrryLANo REVIEW F=AENTON FEB 2 l2005 RECerVED t Centre 33701 9th Avenue South • Federal Way, WA 98003 P · t (253) 661-1901 ~ ..-om e ~ Surveying ~~S E=---:::::S-=-E --.:::O:......:.,.4l...-....:=....T2::....::..3 N::..:..L-....::R5 E, WM SURVEY FOR: Mark Rousso 4734 NE 4th Street Renton, WA 98059 DRAWN EY: 0 Woods CHECKED BY: S Woods KING COUNTY, WASHINGTON DATE: JOE NO.: 2331 February 7, 2005 SCALE: 1" = 30' DRAWING NAME: 2331 SHEET 2 OF 2 Bartell Short Plat [,._.RI:C_O.R.DI.NG_NO.' _...,1 (,. __ 'YO_LUl(_I_/P.IIJ.I_~_~ Land Use Land Action Record No. No. LUA-04-007-SHPL LND-20-0367 A PORTION OF THE SW 1/4 OF THE NE 1/4 SEC. 05, TWP. 23N., RNG. 5E., W. M. CITY OF RENTON, KING COUNTY, DEDICATION: Know III people by the .. pre.ents thlt we. the unGer.l1ned owners of the land hereln de.crlbed do hereby .. «e I Short subdiviSlon ther.of purluent to ACW 58.17.0&0 and declare thiS short pllt to b. the graphlc repres'ntation of ..... end that .ald short pllt ts Mede wlth the free con.ent end ln accordence wlth the destre. of the owners 1n wttness whereof we hlv •• et our hlno. end •• 11 •. The o.nlr of thl land e.oraeed wlthln thl' Ihort plat. ln raturn for the ~antfit to accrue from thiS lubdlvl'lon. by signing hereon covenlnts Ind Ivree. to conv.y the beneficial lnterest in the new elsements shOwn on thiS Short pllt to Iny Ind all future purchasers of he lots. of Iny subdivision thereof. ThiS covenant Shall run with the nd 0 his short plat. e/klll 1'1 ~ Allna M. Bartell ACKNO WLEDG MENTS: VICINITY MAP 1"-1/4 mile APPROVALS: WASHINGTON PRIVATE DRAINAGE TRACT/EASEMENT: The drainage facilities located within Tract "A" and the priyate easement shown on the plet shell be owned. operated end maintained by lots 1 through 9 incluSiye. The Clty of Renton shall haye the right to enter said Tract "A" and easement to repair any deficiencies of the drainage facillty In the event the owners is/are negligent in the maintenance of the facilities. These repairs shall be at the owners expense. DRAINAGE EASEMENT RESTRICTIONS Structures, fill. or obstructions (including but not limited to deckS. patios. outbuildings, or Oyerhangs) shall not be permitted beyond the building setback line or within the drainage easeMnts. Additionally. grad1ng and constructIon of fencing shall not be allowed w1thin the dr.inage easements shown on thl. segrt plat map unless otherwlse approved by the Clty of Renton. AQUIFER PROTECTION NOTICE: The lots created herein fall within Zone 2 of Renton Aquifer Protection Area and are subject to the requirements of the Clty of Renton Ordinance No.4367 and as amended by Ordinance NO.4740. The city's sole source of drlnking water is supplied from a shallow aquifer under the city surface. There is no natural barrier between the water table and ground .urface. Extreme care Ihould be exerClsed when handllng of any liQuld SUbstance other than water to protect from contact with the ground surface. It is the homeowners responsibility to protect the eity's drinking water. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: New priv.te 'Kclu.lv ....... nt. for lngr ••• Ind .gr.... are to be creat.d upon the •• 1. of lots .hown on thl' 'hort pl.t. The o.ner. of lot. 3. 4.ae. 7 and 9 .hlll hive en equal and undivided Intere.t In. the ownersnlp Ind responSibility for Mllnt.nanCI of the privlte ICC.S ....... nt appurt.nance., Tn.s. appurtenance. and .alnt.nanee responSIbilit1es inc Iud. tne r.p.ir and .. inten.nc. of the prlvat. acee •• road drlinlge pipes, .na Itor. wlt.r quality .nd/or d.t.ntlon factISt1 •• within thiS e •• lMIftt. private signlOI. and oth.r infrest~uctur. not owned Dy the City of Renton C~ ot~er ut11ity providers. Maintenance costs Shell be shared eQuell). parking on the pav1ng In the access easement 1. prohlbited. unlell pavement width i. grelt.r th.n 20 feet. Ex_'nN .". ...,.,.0." tha' l. r Clay of e-1 V I. " 20~. UTILITY EASEMENT NOTE: Malhlntton. rellalnt It Stlte of "aShlngton ) Ctty 0 WOrkS fxatt Noble. ~lng County A ••••• or Deputy Assessor 3 34~-3(;,OQ LEGAL DESCRIPTION: Th. north Ont-hllf of Lot 29. Of C.D. Hillman's Lake Washington Glrden of Ed.n. Divi.lon No ... , according to the plat r':-rorded in VOIUM tI. page 82. RecordS of King County, Washington, An ...... nt 11 hereby r ••• rv.d for end conveY'd to thl City of Renton, Puget SOund Energy, Inc .. awe.t T.I.phon. COlIPlny. COtIC8It Telavllion Cabll COIIIPIny .nd th.lr r.spectlv •• ucc ••• orl and Illlgn. una.r and upon the prlv.ta Itr.etl. l' .ny, Ind thl eKterior ten (101 '.et 0' III lot •• tract. and apices within the pllt lying paralill with and Id,oinlng all .tre.t. ln whiCh to construct. opar.tl. malntaln. repair. replaca Ind enllrg. underground pip ••. conduit, CIDllS Ind wirls with .11 neceSlary or convlni.nt underground Dr ground-mounted appurtenance. ther.to for th' purpose ot .ervlng thiS .ubdivilion Ind othlr property w1th electrlc. gas. t.lephone and oth.r utility •• rvlee., tog.ther with the right to Inter upon the .tre.ts. lat., tract. and spac •• It III tiMls for the purpol •• herein It.ted. County of 1!S This HI to c~tl'y that on thl. ____ day of _____ --.#' 2OO'l. before _. The owner/developer. lhall defend. Indemnify and hold the undersigned. I notary publiC. p.rsonilly appeared publiC. personally appeared ! to _ known to be the p.r.on~(s~J~Wh~o-e~x-e~c~u~t~e~d-t~h~e~'~o~r~eg~o~I~n~g~dedicatlon .nG acknowledged " to .. th.t .toned the .... a. free end voluntary Ict Ind deed for the ules and purpose. therein mention.d. Witness m1 hInd and offiCll1 ••• 1 the dly end ylar flrst above wr tten. NOt.ry Public In Ind 'or tne ~tate 0' • "hlntton. re.idlng at RECORDING CERTIFICATE: CONFORMED COpy 20050706900028 CITY OF RENTON SP" a •.•• PAGE .. 1 OF .. 2 .7/11/21.1 1I':~A7 KING COUNTY, .. --"----.-~--- LAND SURVEYOR·S CERTIFICATE: Thil Short Pllt correctl, reprwsents I survey lede by Me or UftCItr ay direction 1n conforence with the requireMents of the approprilte St.te and County Statute and Ordi nee in OecHbff. 200 •. C8rU flcatt .... 2Il3II the CHy of Renton. its officers. offiCials. employees and volunteers harmless tram any and all clai~ In,urles. damages. losses or sulU including attorney fees. arls1ng out of or In connection with the completion of all required publiC faCillty improvements for th1s plat. The City'S finanCial ob 19atlon to construct any default priyate utility facilities ana publiC infrastructure for streets. water utility. sanitary sewer utility. or storm water util1ty system is limited to the fece value of the bond the owner/developer has posted In lieu of the reQuired public improvement. The City reserveS its unilateral right to establish the schedule for construction of defaulted plat 1nfrastructures. Th1S statement 1S legally binding upon the heirs, and/or essigns Of the owner/developer. subseQuent property owners and their heirs and/or assigns . 6 Centre 33701 9th Avenue South ~ Federal Way. WA. 98003 INDEX DATA: ~ -N f oS SE-SE 04. T23N R5E WM _~_ Pointe (253) 661-1901 t Surveying o Woods S Woods June 29. 2005 2331 NA 2331 SURm POR: Mark Rousso 4734 NE 4th Street Renton, WA. 98059 KING COUNTY, WASHINGTON SHEET 1 OF 2 Found 'X' on 2' bre •• d~IC, inclild. Intersection of ME 24th Street ana Bartell land Use Land Action Record Short Plat No. No. LUA-04-007-SHPL LND-20-0367 Found 2" bras. aile with 'X", incIII.a. Btsil of Bearing poin " with 'X", inca,eG. Found 2" bra.s dlac: I8coR .... -[ 1DWMI/PAH) /City of Renton • il37, --_______ tI .. ________ ~ ~ ~ BASIS OF BEARING: :E' Z : True North. Based upon Global Positioning System (GPS) Lambert Grid W.shington State North Zone coordin.te.. A convergence anqll of 01·00'24,7~5" counter-clockwi •• wa. applied at an X" set in a 2" diamet.r br.sl disc in I monument c.se at the 1ntersection of Northeast 2~th Street and Edmonds Avenue Northeast. The North C':~a9-'\;..~ __ _ NE 24th Street 1323.2~'Pl.t N88"06'54"E 132~.96'Meas 283.65' "1 . , 01 01 _--A .... ____ _ , 1041.31' 1323,13' N88"06' 35"E : . Fou d 'X' on 2' brass ~ ~ Il ~ American Datum of 1983/1991 (NAD 83/g1) grid coordinates were found to' be 190155.783 / 130622~.718 at that pOint. The inverse of both the sea level correction factor 0' 0.999988168 and the grid scale factor of O.99999755~ ~as applied to the grid coordinates for shown ground distances. ,.... C\jl • 30' I o M Right-of-way dedication See Detail "A" 254.04'Plat N B006'54"E 254.39'Calc '1 01 CT'lt I ~'~~j~I;'~ - -~~~ - - --J ----;'-1 66 .• ' --~------------------___ .,-.~,~ __ -r-~ -i~- .1 .. 88°].4'30° to' Priv.t : 1 A-t5.00' itorl flHltnt, , 1 to' I 1 . I ~, IQ I I I . I :II -tT- I I 1 I I I 8 ... .... .. 1 m2I til)~U 1,1 f ! I, 1 Hi ;\ I I,'~, .'06'54'" 101.85' ,-- Tract A Storm Drainage I',ILI ill ','I, f 1 II L-....' ·'1 ~ J A ( It", -- I 1 1 to· PPlwat. ~ !SSt.,.. hI •• "t. S I o po. I ID .. I 8 g .. ... .. • . ~ ~ i tel I IIZI3 I ',IIYO ~3qFt, 1 U III AU'es I 1 1 I , .... lWltl 26' Ace ... a Utility f ...... t. 61.01' .. t. 4 ~ fA (rzmII \ r,'Jf3() ';q, r~t , ''i . (), 1 'J 1 Acr'es 10' Publl~ I i UtlHty I LLI 9 E ..... nt. I ... I .... llZm I ~~ ... ... Privlte II' Ace ... MfJ Utll1ty E ..... nt. 5 (IZIl1 !~bO Sq,1 t O. 174 Ac r l"', hh,'() '"I It I ~ ~ (J, J:lc' til r t>:, :.. i New & Prlvate I ~. 20' Dr i veways-1 ~ and UtiHty I'~-;; Easement For I 6 t; Lots 7 & 9. I .. 86.17' 7 6 IImI 111 tiU ~ll, I t II 14<:' Acr'e~, ,~. -',p. {J~ 'Q (:I . I 20' I .., -.. I , r t t f ~O' Prhat. (ora I ••• " 88.08' 30' ~~~~~~~;3~.~:;'~~~~--~~~~~~~73~.0:3~'::~~-~~::~r---~~~~~~~~~ 4' ..,.. fence I . Co·.'O --3-0. 00;0-4' --Incl 588°10'05"W 25oi,77' .. ,. \\t.~~ .o~ I Found 'X' an 2" bran di5C, C:oU~'· 'l9 .... CD 1 inCised. Intersection of StU(lrnS;) \..ot .. 01 NE 20th Street and I . Jones Avenue NE. Found 'X' on 2' DreiS dilC, incased. Intersection of HE 20th Street and disc, inCised, at the V intersect 1011 of IE 24th gJ ~ ~ Street Ind Aberdeen "0 0 Avenue HE. 0- Vil1t.d 4-27-200". ~ '" c:! East 2/~ corner 4 ~ Sec. 5, hp. 23N. ~ '"d Rno. Sf, Iif ..... Founa 3" brass diSC 5 4 r.:l with "X", lncased, Clty 0' Renton • 369. I I 03060 ~I ~._I~~~I SCALE: 30' 1" -- DETNL "A" SCALE: 1" • 10' RENTON CONTROL MONUMENTS: City of Renton Control Point 1837. Control Point 1837 was found to have a Lambertgrid north zone coordinate of 190~88,590 / 1306227.672 based upon the NGS grid. City of Renton Control Point 369. Control Point 369 was found to have a Lambert grid north zone coordinate of 189091.951 / 1306215.239 based upon the NGS grid, PLAT NOTES: 1) 2) 3) <II) 5) 6) 7) 8) The monument control shown for this Site was accomplished by field traverse utilizing a one (1) second theodolite with integr.l electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / StatiC Globa I Pas i t ion ing System (GPS) , Linear and angular closure of the traverses meet the st.ndards of WAC 332-130-090. Full r.li.nce for legal descriptions and recorded easem.nts h.v. be.n placed on the title r.port from Pacific Northwest Title Insuranc. Coapany COMMitm.nt ord.r No. 552525. dat.d Nov. 7, 2003 and updat.d Jan. 2~ 2005. No additional r •••• rch has b.en atteapted. Offset dimensions shown hereon .re mealured p.rp.ndicular to prop.rtv line., Tract "." il a Itor. drainage tract for the b.n.fit of all lot owners in this short plat. Each ownership of a lot in this short plat (lots 1 through 9 inclusive) includes In equlI and undivided ownttrship int,rest in Trlct .'. ~. Loti t through 9 Shall be equally responlibl. for the aaint.nance of 'lid Tract •••. Ther. ,hall b. NO parking on Northe.,t 23rd Stre.t. This Short Plat il subj.ct to the Declaration of Joint .cc •••• Utilities Ind Main.n.nc •• gree .. nt filed und.r King County RecorCling No. d"O.s"'d7 a, ot) ,33~J' . This Short Plat is subj.ct to the Dlcl.ration of Stor. Orain.it .nd M1in.nance .gr .... nt filed under King County Alcording No. dc?OZ:~10' 00 :l3~9 . There will b. no direct vehicular acc.ss from or to HE 2~th Street from Lot 9, and from or to Jon •• Av. HE from Lot 3. ~6 Sq. Ft. Right-of-~ay NE 24th street dedication per~ King County Rec. N88°06'504"E No. ;loo$ d2 ()" OOg.3.'l'7_ _ - --~~~~-~-::-':7=":-' -'"1 t::rJ I. 14.63' .... • Z ~ .' ..; ..,.~ 1-~:~~ 1 ..:~~. _I .,tI- I ~ 1 ~".it .. ~-2!t-..... NE 20th street Aberdeen Avenue 1£,"'-Visited 11-29-200~, ~ 0L-__________________________________ ~ -----',J ------ LEGEND: ~ • Monument found as noted. • -No.4 rebar with yellow plastiC cap stamped "LS 22338 LS 38965"" ~ • Address Number TOTAL AREA: 74970 Sq. Ft. 1.721 Acres t Centre 33701 9th Avenue South • Federal Way, WA. 98003 P · te (253) 661-1901 ~ ... om t Surveying DRAIN BY: D Woods CHECUD BY: S Wooe's DAII: June 29, 2005 JOB NO.: 2331 1" • 30' PRAJDfG N.WI: 2331 SVIVIY JOB: SE-SE 04 T23N R5EJ WM Mark Rousso 4734 NE ~th Street Renton, WA 98059 'KING COUNTY, WASHINGTON SHEET 2 OF 2 I.() I.() C\I M a -- 9 .. i i ! i ~ ! ~ I , ~ ~ o C>1 II I II II i I I NE 1/4 SECTION 05, TOWNSHIP 12, RANGE 05 E. W. M. BARTELL SHO T PLAT N.E. 24th ST. _ ----_ -------,---I~ ---------------------------------------------- ~ -----:--------------------:-:- .• ·.i. _: .. -~: ..... '" ••.. • ···.1····· .. ··>·············· ... ' .. . -'. ... .. ,. . .... ". '. -.. :. . ... , ,.' .' ,.. ..-. ... .. '.' .. ' . r." . '.~ .1-'. .'~'.I --;;-T.:. I' .'. ' •.. : ., ..... ~. •· .. c ,:: . .' ...... ~., ". . '.'. • !J N 89°07'16" E 254.39' ... ' 0 -;. . .-...:;.;:...;.,.;-~_ r------....-;. -+--..----r' --8--7""'-.02: -----; r. : - -85.73'--- --67.01' 2D' I _____ p,------I:.....·:.........:.r--I-----\B:----~ 1>:."--, 1 .' .. --._ .'. I ,/ ~ 3 ' .: --L r 2 f-9-- - - - -l · . • 2b' 20' : l 1 r ~l ------1 ~ II Z:·.· I W-'-' 5~ I . :iE---- -"------'--+1 ~ W . · .•. , 1 100'1 ~ I I I •. , I 6,021 SO.FT. " I .0 .~ .'<t I , I ~ ~ I 8 ~ i~1 5' 5,090 SOH 9 6,620 SO.FT. I <C ----'<t I . . ·1 I W··,_~ I I> I I <C .. -.-~.·I I .i>1 ::: I.... .. ----I.· ..... "', .. ~ .. 1 ______ " - -.J I~ L __ _ ~~I _____ ~~~t~~~I~·'U)~/·l~6~W~--_--~I~ II _ 101.1'1"" _ _ • I I' - --,~~ I", l :.: t: I b " 66.11' 86.12' .. ' _ 2' I I r":" I ,,,"I:' 152.23' :: _ d'; I. I 20' Z I'lIo::ru I 1 v .. ------c-.- ". ' J I .$: .. IW I> I .~. 1 0< 120~:-' , .. " I I .... :: ;'. N ~ I I 2 I 0 " STAIRS • ~ 0 0 (25" TALL) · .... :h I I 5,5.36 SO.FT. I oi ~Jj~~~ I .~ ~ N. __ ---'-. n I : .. 1 ......( . .1 I t.r - - - - --'-- -~?,'l ~;;;~~i%i! " \ I .'. . '.' .: .., I"', J:;: I 5' J 7-.' • I · "1-:-;-: f--S89'07'16"W - -I ~ 2,521 SOH. (HOUSE) , J .••.• ' .. ~ J I __ .J.03.19' ___ I ~I 1.3~~43 SOH EXISTiNCOT HOOEUSE ~ .. " .:~ ;1 .'. ,. ~ <'v 1 '" I 20' ~L - ----:;0.-illlI :,: : .rl ;1 .. N I : I 10' STORM DRAINAGE EASEMENT 0'1 -~ 26n~'~ TI . ~ ..•. ~ I~ i AI 3 I E ~'lO:lO'<';: DECK (UNCOVERED) :.: :1" g Ii ( II I to)~ >1181 "d, ~...,--=-, .. E II o I 6,905 sO.FT.%o •. >·.· \ l_~ ___ ~~~=!!!_"'!!5~"Ill\~I. ,. " 11 I I I k" III ~'.~'. «>\ \~(' • ~' . " " ",: 'J I I, "! I ~~~'v 8 £< > 'x 0h!~ 13.00' .,' c; 11 It") L ~ ~rlQ/: .... -,;, ...... > . "00: / lNt.8:SM91:0·7~11M6·~E 1!1 ------, ------,~1~~·{'~~·~;~~'-~· .. ~.····~····#···~·.1···~· ~~~~~~~~~~~~ ____ ~1550~.0~9~'~l==-~~--~, __ u. ______ 82.52 ____ ------+-<'I' . "'1-7"~ ",C\<" '--1'10 no' ~-:/ .\; ... · '. ...... .' , -· ... ·· .... ·1·· .• · f--.-'.' 1 '. . . ..• •• . •.•.•........ ~.,,-.. . .. -:-: .. '. \'............ •• I;: -20' 75.27....-'" I I-1 ' .• I ········7' eWE' '1.04 .• '84 ... ,...><2 .. i~.-;"-.".,~~ . ;:.,> . .0 ",I~ 0 . ~ .. .....,;, N89'01 .... '.' . . . ..... .... . ................. ~. "".uu .':);41_ > '. . ..... . .. C'7.!» * I I I ~ --I ~ I{ .. .<N 'DRI'Y~'~~Y"'" ..... :;: ..•.•.••.. >. \-1118" ........> .~ •• ' •.•.•..••. > ••.. • '.'0, ~ ~ I 6 f-I __ 2~0_' .........:1 ~ _ "''l'"'' . _39.97 -I' . =-=. . -~, I .' ; .'~. · . I.· !V .. ' : ~~ · 'I,· I. . .... I_ .J I· . I>. :.' ••• r· .'. r.:" .. ~. '. I---r ----1'\ 4n no" I L ~ I 6,181 SOH. I ----,;.-, ( -----. \ n \ , I 5,725 SO. FT. • I " -----N, 40.00" l"le-_ " \ \ ..... I I \ 1----\ ~ I I \~ ~ I \ __ L---'" W I ~ \ ~ ~.5') I 10,700 SO. FT. ~ I ,,,' "OJ' I , \ I::: " ~'J'". ( I ~ / ~W=~" lirj~:. 4 \' '\' 5 /0 't:-",' I I" TR,AI"T I;±IN \ -\ 7.588 SOH O:,}. '" 1 '\ u ~ 12 ~:~~; ~~:~~:. \ 6 . .362 SOH' ~. "-l I I I I I , 5' I D ~ \ ___ --.'l \ \ L __ ~ --- '- W • lin 0'11 !'" 10 00 'N ~ ° ~ Q \ Q I Z I I I ...... ...::; ~ I I I I~ ~ ~ 1::5, ~ -" '--: I~ I , GRAPHIC SCALE 20 0 -.-10 I ( IN FEET) 20 I 40 1 1 inch = 20 ft. CHECKED FOR COMPLIANCE TO CITY STANDARDS / //71--1----1 __ ~~N~30T~H~ST~ ____ ~~/~ or -\ NE 28TH ST LAKE WASH'NGTON / \ '!! « '" <Q o NE 20TH ST NE 27TH ST NE 24TH PARK w z NE 16TH ST : ;<'-PROJECT j r: SITE '" VICINITY MAP N.T.S. LEGEND * PIPE STEM LABELS AND DIMENSIONS LEGAL DESCRIPTION THE NORTH OI~E-HALF OF LOT 294 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN. DIVISIOf! No.4, EXCEPT THAT PORTION HERETOFORE CONVEYED TO THE CITY OF SEATTLE AS RECORDED IN VOLUME 11, PAGE 82, RECORDS OF KING COUNTY, WASHINGTON. iUBJECT TO EASEMENTS AND RESTRICTIONS ON RECORDS . NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY OPEN AND CLOSED FIELD TRAVERSES, EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES, USING A TOPCON 2110 THEODOLITE WTrH INTEGRAL OISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. FIELD WORK PERFORMED BETWEEN AUGUST & NOVEMBER, 1998. 2. TRAVERSE CLOSURES FOR THIS SUBOIVlSION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE. WITH INDEPEN[£NT MEASUREMENTS. 3. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY, AND NO INDEPENDENT SEARCH OF THE PUBLIC RECORO CONDUCTED. THUS MATTERS OF TITLE SUCH AS EASEMENTS, RIGHTS-OF-WAY, ETC., OTHER THAN THOSE DISCLOSED AND/OR REFERRED TO ON THE REFERENCE INSTRUMENTS LISTED BELOW, HAVE NOT BEEN SHOWN. REFERENCES 1. PLAT OF C.O. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN DIVISION No.4, RECORDED AT VOLUME 11, PAGE 82 OF PLATS. 2. KING COUNTY SHORT PLAT RECORDED UNDER No. 8805099006. 3. RECORD or SURVEY No. 9207319003 RECORDED IN BOOK 88 AT PAGE 135. 4. CITY OF RENTON LLA No. 9511299005 RECORDED IN BOOK 106 AT PAGE 179. 5. CITY OF RENTON LLA No. 9708049005 RECORDED IN BOOK 116 AT PAGE 107. 6. CITY OF RENTON SHORT PLAT No. 9805149005 RECOROED IN BOOK 121 AT PAGE 279. 7. QUIT CLAI~ DEED RECORDED UNDER AFN: 9212282180. DATUM: NAVO 88 BENCHMARK (CITY OF RENTON BM #334) TOP 1/8" BRASS NAIL SET IN CONCRETE MONUMENT AT INTERSECTION l08th AVE. N.E. AND N.E. 24th ST. RECOMMENDED FOR APPROVAL t • . '. 'I ' Y _____ \~'I _____ .J.-~88.07 ___ - ----~....., I--J.J.I--___ L.-._9~6~' ______ --!,p'"-__ -'-73.03 --____________________ Date ______ __ By ____ _ m ~ "<: WI ~ ~;1 ~ "')ENGINEERING -SURVEYING · :I L....;J ~. '" ~, N 89°10'27" E 254.77' ~ I \'-?A' \ ~JJ~L-~ __________ ~------~----L-~~=---~-- o z _________ Date ____ _ Date By _____ _ By, _____ _ " \.I ...., LAND PLANNING I .( j:~~ Inco.-porated 03255 !Ex "tp '. ..\. { i.:t' IJ(Y' (I ·'.:,}-)(L, plot: '-'~)}-Yv......> hLv\..' ((\i·\(\ltL~/'k' (,(,-,i~ \ ~J-t -(n-t't Neighborhood Detail Map ~~J!:~'I' r...c.~, • t----------..... ~ -< ~ ~ RESIDENTIAL 33445001119 iM Print ....,.---,....,...,---~~==T r.l ...---.... Z 1321 ~ '32100 ~ t-----I .~ Q) 5 , .. , ~x~ 3343103648 1J!'2"" ., It"x..i' 3343903E49 ~ .~ RESIDENTIAL ~ ~ ~ 3343903640 NE24~Str~t----~---------------------- Bartell Short Plat Project Site 3343900203 '6 3343903'60 I-----Iz. m RESIDENTIAL . ~ ,SOlUM j: .. Z 334~"62 = ¥, SCALE: 1" -200' 1\\1 S on this hap has been colI~8d by King a of sources and is sub jed to change notica_ County .. akes no representations or warranties. express or irllplied. as to accuracy, completeness, timeUness, or rights to the use of such King County shal not be liable for any general. special. indirect. incidental. or consequential damages including. but not limited to. revena..s or lost .. suiting from the use or misuse oftha Worn.lion contained on this ... p. Any sale of this hap or infonration on Willen of Bartell Short Plat 03-255