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LUA-04-158
... Return Address: City Clerk's Office . City of Renton . 1055 South GradY Way Renton, WA 98055-3232 TItle: EASEMENT FOR EMERGENCY ACCESS Projcct Pile #I: LUA-04-158:-~HP.L Grantor(s): 1. BASIC VENTURES. INC. 2. Property Tax Parcel Number: 322405-9062 StrcetlntersectionN 40TH STIMEADOW AVE N Grantee(s): 1. City of Renton, a Municipal CoIpOmtion The Grantor, as named above, for or and in consideration of mutual benefits, hereby grants, bargains, seIls and delivers to the above named Grantee, the foUowing described property: Additionallcgal is on page __ of document. (Abbrevi4te4legal description MUST go here.) LEGAL DESCRIPTION: A 26 FOOT WIDE STRIP OF LAND FOR EMERGENCY ACCESS WITHIN GOV. LOT 1, INORTHWEST QUARTER OF SECTION 32, TOWNSHlP 24 NOR~, ~NGE 5 EAST, W.M., CITY IoF RENTON, KING COUNTY WASHINGTON ,:::vCISE .J;;, ." 1/ I I KO . LA Ji·; 1 I ,~ . ~'Q, .. LI' ,( ... 1 . . . ~ ././ ,.,./\ 1",/ \. .' ' "'1. >-q;;;;o _ L+::--.. --~_, , .. _- That said Grantor(s), for and in consideration of mutual benefits, grant and conveys ~ttnllffsaia·o:r;t~·an easement for ingress and egress over, under, across and through the following descn'bed real property in King COunty, Washington: This easement shall run with the land described herein, and shall be binding upon the parties; their heirs, successors in inte(est and assigns. Gmntors covenant that they are the lawful owners of the above properites and that they have a good and lawful right to execute this agreement. By this convCyancc, Grantor will wa:rrant and defend the sale hereby made unto the Grantee against all and every person or perSons. whomsoever, lawfuOy claiming or to claim the same. This cOnveyance shall bind the heirs, executors, administrators and assigns forever. IN WITNESS WHEREOF, sSid Grantor has caused this iDstrument to be executed this P--aay Ofi]vfV IE. 20 IJ6 Page I INDIVIDUAL FORM OF ACKNOWLEDGMENT NotaJy Seal must be within box STA TB OF WASHINGTON ) SS COUNlY OF KING ) I certify that I know or have satisfactory evidence that ______ _ --:---:-'--0-:__-0--,.."......,,---,.--:---,----..,.---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 (Prlnt) ____________ _ My appointment expires:. __________ _ Dated:' REPRESENTATlYE FORM OF ACKNOWLEDGMENT NoCaJy Seal must be within box STATE OF WASHINGTON' ) SS Notary Seal must be within box COUNTY OF KING ) I certify that I know or have satisfactoty evidence that ______ _ _ ~~....,.....,....,.....,:_:_-__:_--...,__.,....,.._:__-signed Chis instIwnent, on oath s1ated that helsheftbey wasJwere aU1hoJ:i2X:d to execute Chc iDstrument and acknowledged it as the and __ ~~~-- of to be the free and voluntary act of sueh partylparties for the uses and pusposcs mentioned in the instrumcDt. Notary Public in and for the State of Washington Notary (Print)_---:-_________ _ My appointment expires:. __________ _ Dated: CORPORATE FORM OF ACKNOWLE1XJMENT STATEOFWASHING1'ON )SS COuNTY OF~G _) On this..&: day of JO" <.. .200 G. before me pemouaIly ~ ________ " ' :k eK/ 4'(/.5-5 tomeknowntobe V; R('~St4r'ig Tofthe COIpOrlltion that exeCuted the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said co!pOration. for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. BONNtE M.' BABCOCK NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES SEPTEMBER 22. 2009 Notaty Public in ~d for th~ State ofW~ton NotaIy(Print) bClNnl-'L tv/, ' . t!c,d(' My appointment expj!es: $' -z. z. -0'9 ' Dated-' , ". , .. ,/ ; • .. """'.;'G. fc,:, Page2 , .. Exhibit A Legal Description Project: WO# PID GRANTOR: Street: . tHE SOUTH 120.00 FEET OF THE WEST 26 FEET OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION .or GOVERNMENT LOt 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: .. (3EGINNING AT THENE CORNER OF SAID GOVERNMENT LOT; THENCE ALONG THE EASTUNETHEREOF, SOUTH 1'42'13" WEST 674.35 FEET; THENCE NORTH 88'48'58" WEST 955.66 FEET, THENCE SOUTH 12'49'30· WEST 264.57 FEET, THENCE SOUTH 53'55'46" EAST 416.57 FEET to THE TRUE POINT OF BEGINNING. . . • . THENCE SOUTH 111'02" WEST 162.58 FEET TO THE SOUTH UNE OF SAID· . GOVERNMENT LOT; THENCE ALONG SAID LOT UNE NORTH 88'48'58" WEST 160 FEET; THENCE NORTH 111'02" EAST TO . A POINT \.,'·flCH BEARS· NORTH 53'55'46" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 53'55'46" EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAt PORTION THEREOF WITHIN SOUTHEAST 84TH STREET. Page 3 Map Exhibit KENNYDALE GROVE SHORT PLAT N.W. 1/4 SEC. 32, TWN. 24_N., RGE 5 E., W.N!. --S \~\\ ~ -~t.. ~ "\\-"'~ . -~~'" ~/ " -S'?~~~S\~ (' ./ _ ;.<--.......... ~I( all \ / i ....... 0/ \ J "'-./ , -NAllVE: 50 BUFFER GROWTH \ PROTECllON I\r \ _ EASEMENT S". REC. NO. --.~ "'S- -~O'?i-'Q~O &: _ ~~~S~ L1 1.< ~~G~O'f , .-<: _ Q~!,~~'f\~Q ~_ / _ :-I"'\"~~'C>';' tI...:;:./ ~~\ ~ '}. •.... ..-:O;)'?i • 't\ ~ «O~S \'/ / 'Q'?i' 'O'?i ..,. \..0 / <00;)00\ ~fq-(" S@ b~~;N~~riE :g -:-; PARCEL # 3224059062 -EASf.~ENT. 5' PRIVATE DRAINAGE I~ EASEMENT TO BENEFIT I LOT 1 o 10 20 40 ki .... U -I SCALE 1" = 40' til :/ N 88'49'55-W 159. 9' ~,~~.-~~~-L __ ~~~~~ ~ -109.9L ~ SO.OO 26' PRIVATE ACCESS AND UllUTY EASEMENT l -BENEFIT LOTS 3 AND 4 PARCEl. , 3224059041 26' PRIVATE AcCEss AND UllUTY EASEMENT TO BENEFIT LOTS 2. 3 AND 4 o I o o o co l- I N 88'49'55-W 109.99' o o 0-cog o N -26' PUBUC EMERGENCY ILl I ACCESS ~~T TO aTY OF ~-RENTON ---.. . -p I J- 109.99 or o~ .0 oz co ,-- 50.00 (\'1."', 159.99' I < , N0111'02"E I ,. N88'49'55-W 30.00' ~ I , FOUND.dON __ (N 88'48'58-W 160.00' -LEGAl) V,Y6:-14-2004 - ----~~--.-:-- N 40TH ST. (SE 84TH ST) 2.42' (CALC) -I CITY OF RENTON Page 4 • deed EXHmIT "B" GRANTORS PARCEL LEGAL DESCRIPTION--. . . THAT PORTION or GOVERNMENT LOt " Project: WO# PID GRANTOR: Street: SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF SAID GOVERNMENT LOT; THENCE ALONG THE EAST UNETHEREOF, . SOUTH 1"42'13" WEST 674.35 FEET; THENCE NORTH 88"48'58" WEST 955.66 FEET, THENCE SOUTH 12"49'30" WEST 264.57 FEET, THENCE SOUTH 5Y55'46" EAST 416.57 FEET to THE TRUE POINT OF BEGINNING. THENCE SOUTH 111'02" WEST 162.58 FEET TO THE SOUTH LINE OF SAID GOVERNMENT LOT; THENCE ALONG SAID LOT LINE NoRTH 88"48'58" WEST 160 FEET: THENCE NORTH 111'02" EAST TO . A POINT wHICH BEARS· NORTH 5Y55' 46" WEST FROM THE TRUE POINT OF BEGINNING; THENCE soum 5Y55'46" EAST TO THE TRUE POINT· OF BEGINNING: EXCEPT THAt PORTION· THEREOF WITHIN SOUTHEAST 84TH STREET. PAGES Printed: 07-11-2006 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-158 07/10/200603:13 PM Receipt Number: Total Payment: 3,617.25 Payee: BASIC VENTURES INC Current Payment Made to the Following Items: Trans Account Code Description 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 11138 3,617.25 Account Balances Amount 1,464.00 2,153.25 Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5045 304.000.00.345.85 Fire Mitigation-SFR 5050 305.000.00.344.85 Traffic Mitigation Fee 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 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 R0603455 DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM July 13, 2006 Bonnie Walton, City Clerk's Office Carrie K. Olson, Plan Review X7235c'O KENNYDALE GROVE SHORT PLAT LUA-04-158 Attached please find the above-referenced original mylar and three paper copies of the mylar for recording with King County. Also, attached is one original document to be recorded along with the short plat mylar. The recording instructions in order are as follows: 1. Record the short plat mylar. 2. Record the Easement for Emergency Access document. 3. Request King County to write the recording number of the Restrictive Covenants documents on the short plat mylar. 4. Request King County to return the executed copy mylar to us for our records and also, the related document. 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 Finance, the King County recording fees for this and all subsequent plat recordings should be charged to account #000000.007.5590.0060.49.000014. Please call 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 Pennits Plus) ~s-.Qn (Provide any unpaid SOC/SAD fees to Jan for posting to parcels on Pennits Plus) ¥ellowFile) \1 \\I:\PJanReview\COLSON\ShortpJats 2006\I{ennydale Grove SHPL 10m ClerlcR.ecord.doc DATE: TO: FROM: SUBJECI': CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM July 12, 2006 Gregg Zimmerman, Administrator Carrie K. Olson, Plan Review x7235 Cf} KENNYDALE GROVE SHORT PLAT LUA-04-1S8-SBPL 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\COLSO~hortplats 2006\Kennydale Grove SHPL 08m ZimSign.doc DATE: TO: ROUTE TO: FROM: SUBJECf: J CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM June 30, 2006 Mike Dotson, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review C1J KENNYDALE GROVE SHORT PLAT LUA-04-1S8-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. • Easement for Emergency Access • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Accel!ted Related Comments NA Y.. Project #s "7 As-Builts ./ Cost Data Inventory ./ S~· c. .. tf~(~~ Bill of Sale / <:'.u--~~~fAJ-. .1 Easements Y.. Easement for ~ess (Water, Sewer, Utilities, ~U , Hydrant, etc.) Deed of Dedication Square Footage: Y.. Restrictive Covenants / Y.. , Maintenance Bond ~ Release Pennit Bond 0' gee e--ff-~J,~~ Comments: ;;~4/ Appmval ~ %\~d1 Ka Kittrick Cc: Yellow File I:\PlanRevieW\COLSON\Shortplats 2006\Kennydale Grove SHPL 07rm PR-TS Closeout.doc DATE: TO: FROM: SUBJECI': CITY OF RENTON PLANNINGIBIDLDINGIPUBLIC WORKS ME~~RANDUM April 25, 2006 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 (}.1? KENNYDALE GROVE SHORT PLAT LUA-04-1S8-SHPL Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Native Growth Protection Easement • Easement for Emergency Access • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. APprova~~~ \)~ Robert T M~c OnieY Cc: Yellow File I:\PlanReview\COLSON\Shortplats 2006\Kennydale GroveSHPL 04m PR-TS Closeout.doc '. Q-~c(o (0/ ~.jrA ~', ~M~r'D~S . lJ!v\I ~ :1 . CITY OF RENTON /. d'f\ < ~cr~:P PLANNINGIBUILDINGIPUBLIC WORKS ~? ~S'~· MEMORANDUM ~: DATE: May 12, 2006 TO: Jennifer Henning, Planning Carrie Olson, Plan Review tV FROM: SUBJECI': KENNYDALE GROVE SHORT PLAT LUA-04-158 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 Friday, Mayl9, 2006, so I can proceed to final recording. Thanks. • Mitigation Fees have been posted to the LUA and will be paid prior to recording. • Demo Permit B060080 was fmaled 2-17-06. Cc: Yellow File· I:\PlanReview\COLSON\Shortplats 2006\Kennydale Oreove SHPL 05m PlanningReview.doc . ~: . <--to -~o 0_ ! DATE: TO: FROM: SUBJECf: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM July 11, 2006 Jan Conklin, Development Services Carrie K. Olson, Development ServiceslPlan Review x7235 (5:J KENNYDALE GROVE SHORT PLAT LUA-04-158-SHPL A copy of the above mentioned short plat is attached for your information. If you have comments or changes in addressing, please let me know. \\I:\PlanRevieW\COLSON\Shortplats 2006\lngnun SHPL 08.1 m JanC.doc '. --~- Return Address: City Oed's Office . City of Renton ·1055SouthGradyWay . Renton, WA 98055-3232 Title: EASEMENT FOR ·EMERGENCYACCESS Property Tax Parcel Number: 322405-9062 ProjcctFiIe#l: LUA-04:-156::-S!:fP_L Sfm:tInterseclion'N 40 STIMEADOW AVE N Gnmtor(s): Grantee(s): 1. BASIC VENTURES, INC. L City of Renton, a Municipal Coxporation 2. The Grantor, as named above, for or and in consideration of mutual benefits, herebY grants, bargains, sells and delivers to the above named Grantee, the foUowing described property: Additiooallegal is on page __ of document. (AbbM1Utte4 kgal descJipIitm MUST go here.) LEGAL DESCRIPTION: A 26 FOOT WIDE STRIP OF LAND FOR EMERGENCY ACCESS WITHIN GOV. LOT 1, ORTIlWEST QUARTER OF SECTION 32, TOWNSHI,P 24 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY WASHINGTON . That said Grantor(s), for and in consideration of mutual benefits, grant and conveys unto the said Grantee an easement foc ingress and egress over, under, across and through the folJowing described real property in King COunty, Washington: This easement sball run with the Jand described herein. and shalJ be binding upon the parties; their heirs. successon in ~ and assigns. Granton covenant that they are the lawful owners of the above properites and that they have a good and lawful right to execute this agreement. By this conveyance, Grantor will wammt and defend the sale hereby made unto the Grantee against all and every person or perSons. whomsoever, lawfufly claiming or to claim the same. This conveyance shall bind the heirs, executors, admioisCraton and assigns forever. Grantor DCffJrelfireOOOS8.doc Page I '-":~.t> .... --.-~.-- INDIVIDUIlL FORM OF ACKNOWLEDGMENT NotaJy Seal must be within box STATE OF WASJDNGTON ) SS COUN'lY OF KING ) I cernfy that I knoW or have satiSfactory evidence that ______ _ --:-_,:,""":---:-:---=--::-:-:::--:-,,...-:-.....,,-_-:---:--_signcd this instrument and acknowledged it to be hlsJhcdtheir free and voluntary act for the uses and pwpcises mentioned in the instnunart NotaIyPublic in and for the State otWashington Notary (Print} ____________ _ My appointment expires:"---_________ _ . Dated:' REPRESENTAT1f'E FORM OF ACKNOWLEDGMENT Notzuy Seal must be within box STATE OF WASHINGTON' ) SS Notary Seal IDUSt be within box COUNTY OF KING ) . I certify that I know or have satisfiic:tory ~ that ______ _ signed Chis inscnIment. on oath -:sta~ted-=-::Ibat:--""!"~~Sh~ehbey~-wWwere~--. a-utboJ""!"--:".izecl""'· ~to~ex-ecutc the instrumcat and acknowledged it as the and ____ .,---__ of 10 be the free andvolumary act of such party/parties for the uses and pwposea meationed in the instrumwL Notary Public in and for the State of Washington Notary(PrinQ~ ____________________ ___ My appointment expires:._~-_,_------_ Dated: CORPORATEFORMOF ACKNOWLEDGMENT STATBOFWASHING1'ON )SS COuNrY OF ~ __ ) On this ~ day of JW1 =L .200 (,. before me peISOtIaIly a~ ______ --•. J(;eJ(/ t'rVS.s -to me known to be V; g,St4e k roftbe -BONNtE M~' BABCOCK COJporAtioll that exeCutcdthe-withinmstrwnent. and acknowledge the said instrument NOTARY PUBLIC 10 be the free and voluntaJy act and deed of said colpOIatioo. for the useS and. t, purposes therein mentioned, and each on oath stated that helshe was authorized to STATE OF WASHINGTON execute said instrument and that the seaI affixed is the c:orporate seal of said COMMISSION EXPIRES COlpOllltion. SEPTEMBER 22, 2009 Page2 . ·' .' ,.1'~i ' I, ! ,I Exhibit A Legal Description Project: wo# PID GRANTOR: Street: , THE SOUTH 120.00 FEET OF THE WEST 26 FEET OF THE FOLLOWING DESCRIBED PARCEL: '. . . THAT PORTIoN ,OF GOVERNMENT LOt 1; , SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, ,DESCRIBED AS FOLLOWS: ", BEGINNING AT THE, NE CORNER OF SAID GOvERNMENT LOT; THENCE ALONe THE E,6,ST UNETHEREOF, SOUTH 1'42'13" WEST 674.35 FEET; , THENCE NORTH 88'48'58" WEST 955.66 FEET, THENCE SOUTH 12'49'30" WEST 264.57 FEET, THENCE SOUTH 53'55'46" EAST 416.57 FEET to THE TRUE POINT OF BEGINNING." ',' , .,', ' ' " . ' , " ' THENCE SOUTH 111,'02" WEST 162.58 FEET TO THE SOUTH LINE OF SAID ' GOVERNMENT LOT; THENCE ALONG SAID LOT UNE NoRTH 88'46'58" WEST 160 FEET; THENCE NORTH 111'02" EAST TO' , A POINT wHICH BEARS NORTH 53'55'46" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 53'55'46" EAST TO ,THE ' TRUE POINT OF BEGINNING; EXCEPT THAt PORTION THEREOF 'MTHIN SOUTHEAST 84TH STREET. __ ~ eo •• • ~ -0".+". Page 3 Map Exhibit KENNYDALE . GROVE SHORT PLAT N.W. 1/4 SEC. 32; TWN. 24 N., RGE 5 E., W.M. . . ./t..~ ~ 0~t>-~~ .. .,..\~t>-~~ ........ / "'" ; .. s>\>~~yS\~ < ........ . ~., ~~ 0 ................ \ / 1 ........ ~........ \. ~ -J 50' BUFFER·· NAnVE \ PRO~g~ N \. EASEMENT "'.3'. REC. NO.·· . . _~ "''''~ . . r\O~ . .~~-o. ~A! . ~ ~ ~s\t- L1 ~ ~~Gi-(j , ~. o\\~~~1o '" ........ . NI'-'''£. ~ ..... ~ ~~ ........ v~ ~ 'l-o ./-.~~ '" f{cfo. , ................. \:J~ .• ~ \,.o~........ ~o(), , . '--: ... ' ~ .',' " , • I , "-,,' , . , . .. ,' " , ,,'''' .. ","', , . " , , , . ~-'" . ,. -,'1,' ... .. , 16.5' PRIVAiE DRAINAGE EASf.~ENT (" s\:J@ .. ,'; PARCEL·/I 3224059062 . . ": 5' PRIVATE DRAINAGE -' -.. ' . , "y'?:--, <',' ,..\ '-' 26' PRIVATE ACCESS AND unuTY EASEMENT T . BENEFIT LOTS 3 AND 4 PARCEL , 32240S9041 26' PRIVATE ACCESS AND UlIUTY EASEMENT TO BENEFIT LOTS 2. 3 AND 4 o o o 00 ,~ EASEMENT TO BENEFIT , LOT 1 N SS'49'55· W 159. 9' I l- I --1Q9.SL l"" -.' . N SS'49'55" W 109.99' o o 0- 008 ~ - -26' PUBUC EMERGENCY . I ACCESS EASEMENT TO QTY OF ~. RENTON REC. NO. . P I J- . - 109.99 or. C!o oz 00 50.00 50.00 o 10 20 40 kow.W· ·1 SCALE 1" = 40' ;., 00 ~i ,.' . 159.99' " '<'.~ N0111'02"E . ,,' NSS·49'55·W b --~--t') 30,00' ~I --FOUND t.lON __ (N SS'48'58·W .190.00' -LEGAl)_ -------\~. ~6=14~2004 N 40TH ST. (SE 84TH ST) j 2.42' (CALC) CITY OF RENTON· Page 4 (' deed· EXIDBIT "B" GRANTORS PARCEL LEGAL DESCRIPTION THAT POR~oN .OFOOVERNMENT Lot 1; Project: WOO PID GRANTOR: Street: SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, . DESCRIBED AS Follows: . . BEGINNING AT THE NE CORNER OF SAID GOVERNMENT LOT: THENCE ALONe THE EAST UNETHEREOF, . SOUTH 1"42'13" WEST 674.35 FEET: . THENCE NORTH 8~3"48'58" WEST 955.66 FEET, THENCE SOUTH 12"49'30" WEST 264.57 FEET, . . THENCE SOUTH 53"55'46" EAST 416.57 FEET to THE TRUE POINT OF BEGINNING.· ... . .•. ... . THENCE SOUTH 111'02" WEST 162.58 FEET TO THE SOUTH UNE of SAID GOVERNMENT LOT: THENCE ALONG SAID LOT LINE NoRTH 88"48'58" WEST 160 FEET; THENCE NORTH 111'02" EAST TO· . A POINT WHICH BEARS. NORTH 5Y55' 46" WESt FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 53"55'46" EAst TO THE . TRUE POINT OF BEGINNING; EXCEPT THAt PoRl1ON . THEREOF WITHIN SOUTHEAST 84TH STREET. . PAGES. Printed: 07-11-2006 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-158 07/10/200603:13 PM Receipt Number: Total Payment: 3,617.25 Payee: BASIC VENTURES INC Current Payment Made to the Following Items: Trans Account Code Description 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 111383,617.25 Account Balances Amount 1,464.00 2,153.25 Trans Account Code Description Balance Due 3021 5006 5007 5008 5009 5010 50n 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5024 5036 5045 5050 5909 5941 5954 5955 5998 303.000.00.345.85 000.345.81.00.0002 000.345.81.00.0003 000.345.81.00.0004 000;345.81.00.0006 000.345.81.00.0007 000.345.81.00.0008 000.345.81.00.0009 000.345.81.00.0010 000.345.81.00.0011 000.345.81.00.0012 000.345.81.00.0013 000.345.81.00.0014 000.345.81.00.0015 000.345.81.00.0016 000.345.81.00.0017 000.345.81.00.0018 000.345.81.00.0019 000.345.81.00.0024 000.345.81.00.0005 304.000.00.345.85 305.000.00.344.85 000.341.60.00.0024 000.341.50.00.0000 604.237.00.00.0000 000.05.519.90.42.1 000.231.70.00.0000 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 R0603455 MA & HOLMBERG INC. Letter of Transmittal CITY OF RENTON Fi E ell" II' JUL 1.2-2006 BUILDING DIVISION Date: 1//7/Ore Job No: l to f 3 -6)ZQ jC1'GN1'J£(Pf1-t//L qflbrJ~ We are sending you [J attached 0 under separate cover via ______ _ NO. Copies Description THESE ARE TRANSMITTED as checked below: o for approval 0 approved as noted = approved as submitted =:; as requested REMARKS: ________________________________ _ 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • 425/392-0250 • FAX 425/391-3055 CITY )FRENTON PlanningIBuildinglPublic Works Departmertt ,I<~Y Keolker, Mayor , " ,Gregg Zimmerman, P .E •. " Admin~trator July,tt, 2006 Mr. Joe PrUss " Basic Ventures' t8211 240th AveSE ' , Maple Valley WA9803"8 , ' SUBJECT: KENNYDALE GROVE SHORT PLAT LUA-04-158 'Dear Mr. Pruss: ' The review subinlttal on the above-mentioned short plat has been cOrilpleted and the following comments have been returned. , ' ," You may, now,.submit the signed and, notarized short plat mylar (one original mylar and one copy (on mylar) of each 'sheet. . ' . ' , Should you need to discuss any portion. of this letter please contact me at(425) 430-7235. Sincerely, {1~~k&kJJ-7 Carrie K. Olson Development Sernces, Plan Review FAXED TO: ''foin-Redding, Baima & Holmberg Inc. 425-391 :.3055 ' ' Yellow File, I:\PlanReview\COLsON\Shortplats 2006\Kenny&tle GroyeSHPL 09L RequeStMYI~Stop,doc' ~ , ' ·--------'-lO'-5-5-S-ou-th-G-ra-d-'-y-w'--ay~--R-e-nt-'-on-,:.....:W-as-h-in-gt~0-n-9'-8-05-5-; ----'---~, , R E N' TO N' * This paPer contains 50% recyded m~rial,' 30% post consumer AHEAD, OF THE CURVE " :: :CI'TY.F RENTON' KathyKeolker;M~yor' . .·Planni.ngrBuildingIPublic Works t)ep3r,t~ent Gregg'Zimmerman P.E;, Adlriinistrator • .' .' • I ' •• _._ . ,.-, . . '.' May 12, 2006 .ML'Joe Pruss B"asic V~ntUres' 18211 240th AveSE· .. · Maple Valley wA 98038 SUBJECT: KENNYDALEGROVE SHORT PLAT LUA~04~158 . , -.' ' Dear Mr. Pruss:, " .. :.,. The reVie~sub~tt~l On theabove~mentioned short pl~t h~~ h~eIi colripleted ~d the followimi ~ormnents . havebeeIlr~tutned. Please review these comments and :make th~nec~ssary'cQanges;Once changes have beencompleted,please r;eiu.binlttwo copies of the short.plai orawirigs,and original emergency,easement· . . ' " docufuerit ~. . , '. . ' •. : :,': " . . . .' . '.1. . Contact Mike Dotso.n~PlanReviewer, at-425A3-6~7,~'04,' for,reqiiirements to be coIilpleted ori theci~l . construction portiontoyourproject. '.' ", . . ." " ,,; .. 2: The NATIVE \ GROWTH PROTECTION. EA:8EMENT d6cttlnent is riot rieeded: ,The·.NGPE .. statement oiIthe short plat dr~Wiri.g .is's~ffiCie6t:'for the'ea~erri~iit.r~quirement. 'n1e~efeierice f~' a .. recording number-fots~ldea~elnent s]1ouid be rertloved'from th~'draWing .. ,. . '" .. ", , .' -.-.-. . .. ' 3 .. The Eas~thent f()f Erhergency Access 'docuQ:i~niiS: s~tisfactory as presented. Please provide an." -Qriginal,'signedand no~riied easement for:retordiiig.\Vith the ,short plat mylar: J • ~ , ' , <, c- , .4. ' . Please ,see a:tlaGhedsample of ri9te to be place(lon inylar regardihg Restri~tiv~ Tree Cove~t:. :.: . . . ' .., . ~\ ," . , r-: . . .... .., f·' . • .' :', t. , '! .', Should :you n~ed to discuss ~ny.portlon of thi~ letter ple!isetontaCt m.e at (425) :430-7235. ",. . "-' ~,~ . Catri~K. Olson . . Dev~lopment Services, Plan'Reyiew FAXED. TO: :B6rini~ Babcock, Baima & H,olmberg. ID:c. '4~5~~9 t:j~55 .' " ! ''' .. I:\PlanReview\C6LSON\Shortpl~ts 2006\K'enn~dale Grove SHPL 05L Chl!llge~equestStoP.dO~-. ~ --.' ·~·~·~'-··-·~~·~lO~.~-5-S~~-ili-'-ili-i-~-w-·-~--~R-e-~-oo-,-w~a-~~~~~-o~n-'9~8-~-~~~~~~~~E~~~~ : . . ® This paper contains 50% recycled~ah,rial,30ok ~t coosu",.;.. ,'- .. ---.. ·ON IGNED U<E ~fC £ WITH nfERS. E AND 'RUWENT. I APPROVALS: DEPARTMENT OF AS CIlY OF RENTON DEPARTMENT OF PLANNING/BUILDING/PUBUC WORKS EXAMINED AND APPROVED THIS _ EXAMINED AND APPROVED THIS _ DAY OF ____ .20_ ADMINISTRATOR ASSESSOR DEPUlY ASSESSOR ACCOUNT NUMBER 334040-1 CITY OF RENTON SHORT r FOR JAMES DO LOCATED IN THE N.W: 1/4, OF THE S.E. 11 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 E KING COUN'n, WASHINGTON LEGAL DESCRIPTION: THE SOUTH 80 FEET OF LOT 11, BLOCK 9. C.D. HILLMAN'S EARUNGTON GARDENS ADDmON TO THE CITY OF SEATTLE, [ DMSION NO.1, ACCORDING TO THE PLAT RECORDED IN ! VOLUME 17 OF PLATS, AT PAGE 74, RECORDS OF KING ' COUNTY, WASHINGTON. RESTRICTIVE TREE COVENANT NOTE: THE LOT OWNERS AND THEIR SUCCESSORS ARE SUBJECT '0 A DECLARATION OF RESTRICTIVE COVENANTS REGARDING THE INSTALLATION AN MAINTENANCE OF TWO ORNAMENTAL TREES, A MINIMUM. CAUPER OF 1 1/2 (DECIDUOUS) OR 6-8 FEET IN HEIGHT (CONIFEROUS) PER EACH NEW L To WITHIN THE 20 FOOT YARD SETBACK AREA. \ Board of Public Works January 26, 2005 Page 2 • OFF-SITE DEFERRAL, KENNYDALE GROVE SHORT PLAT, LUA 04-158, 1424 North 40th Street-The applicant is requesting a deferral with a Restrictive Covenant for improvements of curbs, gutters, sidewalks, storm water drainage and street paving along N 40th Street. Action: It was Moved by Meckling, Seconded by Kittrick, to deny the deferral with a Restrictive Covenant per staff recommendations, and approve a deferral with a Security Device (in lieu of the Restrictive Covenant), subject to the following conditions: 1. A Security Device acceptable to the Board be in place to cover the deferred items on N 40th Street (curbs, gutters, sidewalks, storm water drainage, and street paving) at 150% of the costs of the deferred improvements (see attached form). 2. Applicant must provide a revised cost estimate of the improvements installation to be approved by City staff along with the corresponding Security Device. MOTION CARRIED. 4. ADJOURNMENT: Acting Chairman Christensen adjourned the meeting at 8:45 a.m. DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM May 5, 2006 Carrie Olson Sonja J. Fesser ~ Kennydale Grove Short Plat, LUA-04-1S8-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 NATNE GROWTH PROTECTION EASEMENT document is not needed. The NGPE statement on the short plat drawing is sufficient for the easement requirement. The reference to a recording number for said easement should be removed from the drawing. The Easement for Emergency Access document is satisfactory as presented. \H:\Fiie Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\Q4Q4\RV060505.doc klAIMA & HOLMBERG INC. CtTYOFRENlON Letter of Transmittal 'b.£Vf.L,oPf"\E4JT .$E.gVI cE.S. f)J,.Q.~ !<.C,VI£l.J > PLI4NtJIr'V"/SUlW 1IJU/ 8Jauc Wt)~ ~Ef'AIt~~ r I c.. cry t> ~ 1teJJ'lb~ . . lOSS-.sou'Ht (;AAt>'f WAf REiJ1bUJ uIA q8aSS- ~!e!,¥eB APR 25 2(d. eUllDtNGOlVISION Date: 4-2$"-0' Job No: 1'73-o2b 1ce»AJ'fDPcL€.. GJeo\l£ SHOQ..T A..A-I LUA o</--15'8" We are sending you c attached ::J under separate cover via _______ _ No. Copies Description I THESE ARE TRANSMITTED as checked below: cr for approval 0 approved as noted = approved as submitted == as reQuested REMARKS: :c HA!I£ CtJm PLli>.:niD 71£ CHHAlae:.s n TIf£ §tl<YLr ,PLJ4.T M tte TffltT yP-o SENT "j)tff1£J') A£R,l L ~, 2pp<P. pE/( !tau&. MlS'lrlvc.-7'"10P6 X A=N1 RE-.sVStn I TTltJ~ ; ; TIfIlfF< CaPlES ()~ THEt RE.VI.j£J) .;SHO&T PLAT P&A&1J/O~<> F¢i2.. ~lJ£ /?'£VIELJ. :r: HAil€< AJ,..Sa BE.V'~e.J) TIt£, N<PF>e DqWMe:.oT A'tloS£.j) uP,uJ 'ttlQ/2 J<E.lltW ClJmmwT.S. :r HfWE.. AAD~) If ,ve;.w ~c.vM£AJr fOg. 7HE. ru8u c... EJ!\SEm£\lr fOR.. Emeeg€.IJc1 , 5vlWhr Ttt£SE. npe:, 0':; ,7'£tt5 Th )k..fL)uJ THE c.,lTY Al?!f"4VkTh TIllitE:.. 7l' copyto:-.-.-.-. ______ -.-. ________ ___ 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • 425/392-0250 • FAX 425/391-3055 04/21/2006 PRI 16:33 FAX 42543' "00 City. of Renton DS/EDNSP ~001/004 CITY· OF REN ..... ON .Kathy Keolker. Mayor PlanningIBuilding/PublicWorks Department . G~Zimmennan po .E., Administrator April2~7 2006 Mr. Joe PrUss Basic Ventures 18211 2401b Ave SE ~ple Valley WA 98038 SUBJECT: KENNYD~ GROVE SHORT PLAT LUA-04-158 . .[ Dear Mr. Pru$s: . The review submittal on the above-mentioned short pJat has been cOinpr~kd and the following comments' have been returned. Please revjew these comments ~d make the necessarY changes. Once changes have bef:n completed pl~ resubmit ~ c.opies of the shOrt pJ~t draWings.. .... . . . . . SHORTPLAT REVIEW-COMMENTS: '. 1. contact¥tice Dotson. Plan ~ewer, at 425-430-7304, f~r ~~~ to b:ecompleted on tlie civ:i1 construction portion to yml:f project. ", . .' . '. Note ~eC(ty of.R~ land use' acti~ number an~:t.md record'number, LUA..()4..158-SHPL and LND-20-0404, respectively, oI;l the drawing inth.e spaces a1re3~ provi~ . .. '.;.". . See the atta$nent for the. short plat addresses: Note s!rl<:! a~eSse~ 0z1 the cha~g. " . /' 4. No~ethedates.the ~gmOnun1entS'w~ viSited, per wAC "332-l30-150,.an(J \ybatwas-found. v' 5, The "BunnING PERMIT NOTE" bloCk isrepc:ateci" in the lower left-hand '~~er 'of the drawing. OnI)ronc of these two identical-statenrenis is needed. . .. . . . . ".. . . . V 6. At the end of the NGPE snt~i 'mclude 'the fo1l9~g: SAID EASEMENT ENCuMBJ;:RS 1HAT PORTION: "OF LOT 4 LYING WITHIN 50.00 FEEJ OF'THE .OFF-SITE:.WEnAND LIMITS BOUNDARY AS SHOWN, .. '.' t/. 7.. Provide' a 'dis~ce tbat aiI~w5 for ~ lo~ating of the NOPE boundarY on the. shOrt pI~t drawing .. . Also,' no~ iiai~ distance on 'the easeinent doc~t. . . . ' ..' .. . . . / .' 8.' is the "EM;ERGENCY ACCESS", rioted with 'the referen~e to the:: 26' ~te access easement, for ·the benefit of-the City? Ifso, saiCi private easement is also a p1!blic·~ement.:Note-Said reference to' this pulilic a.cc'ess easement separately ·from·. the 'pri~te easement..·· Jnclude' a reference to ~e . 'b~eficiarY"~ ibis· public access easeme~t' stateinent. . Is said pubiic easement to. be recorded 'separately ~om the shortPl~' . ~.t.-.s ; • . . . '.; . . . J ~tJ ~I.do~ l:\MilllRcvi~OI.SON\Shonplllts 2O~e Grove SHPL03LCbim~~R~lStoP.dOC .. ~ . ~---~-"I-05-. 5-S-outh-. -9~rad-y-W;-aY---R:-en-to-n,-:-·w.-as-bing-' -t.;.....~~98-05-5---.:..;-"-'-~--. R E N TON' a'IIi. . '. AHEAD OF THE CURVI?· . \%I ~pa""roOOlalm5O%~~.3D%pa:;t~ 04/21/2006 PRI 16: 33 PAX 42547 100 Ci~y Of Renton DS/EDNSP Page2 ' .Ajlrll21, 2006, , ' ~002/004 , ./9. \'~3" AlGIe.;' ." f:\-v.DE.:~ ~~i.., LDT S ~ere 'js' no' ~~c'e apment stateInettt.for the S' ,:pri~~e','drat~ge, ~t.~()~ ~ver the north 5 feef,of,pz:oposed;L9~3~ , ',,' " ' , , , '" "" • .' .' \ I • • : • .'. :' Should YOlineed to'discusS MY p~~n 0fthi~ letter pl~ase' COiltactme'a~:(42~) 430:"723,5., •• • • ',' '0 S~cerely, '~'."""'~'" , ' .. ', "1/,,' ' , , ' "...... l " ' ," '. c8rn1:' K. Olson.. , I?evclopment,Servi~s~ Plan,Review, ,,' . " . : 'FAXED T9: "~p~e ;o'~~k, ~ai~ '& H~hnberg IDe. 4is:-3,?1-3Q~5 . '. . .:. .'. . : . .' , .... " , • • ' 0" . ,," " ' -'0,' - ". : '" ... " ' ..... '. . . ~ "0"0 • " '; .. '-. :' .' ,~ " .' , , " , " " . " .: ", " , ~ . ," " " ", ','" riO .' • .... " ,', . ' .: " ',' " " , , , ., .... , ' , ' " . ' .. '. ': 04/21/2006 FRI 16:33 FAX 4254?lOO City of Renton DS/BDNSP J~1003/004 " "\ NATIVE GROWTH PROTECTION EASEMENT The Native Growth Protection Easement (NGPE) on this short plat identifies the requited wetland buffer area for the wetlands on adjacent parcels. The creation of the Native Growth Protection Easement (NGPE) conveys to the public a beneficial interest in the -land within the easement area. This interest shall be for the purpose of preserving native vegetation for the control of swface Water' and erosion; maintenance of slope stability, visual and aural buffering, and protection of plant and animal habital The Native Growth Protection Easement imposes upOn all present and future owners and occupiers oftbe Easement area enforceable on behalf of the public by the City ofRentrin, to leave undisturbed all trees and oth,er vegetation 'Within the easement area. The vegetation ' . within. the NOPE may not be cut, pruned.tovered by fill, reDloved or damaged, without the exprCssed written pennission from theGity ofRent0Depa :ide"." ., II til· qrm.n till Ed ',' II _Sncsrhrdl' ' I" " Therigbt ofenttygrantedherein shaIl apply to the agen~ representative and employees of the owners or subSequent owners 'of the :underlying property. ". : Page 2 04/21/2006 FRI 16:33 FAX 4254P <'300 City Of Renton DS/EDNSP KENNYDALE GROVE SHORT'PLAT N. W. 1/4 SEC. 32. TWN. 24 N., . RGE 5 E., W.M_ , :R~T LOT " 2. NORTH. RANGE 5 EAST, WASHINGToN. DESCRIBED ::oRNER OF SAID ST UN[ lHEREOF, 74..35 FEET; 1j!J004~004 'i-WEST 955.66 Fffr. J. W£ST 264.57 FEET, ,. EAST 416.57 FEET TO GINNING. PARCEL # 3224059081 WEsT 162.58 FEET 10 lHE l'JERNMEHT LOT; IT UNE NORDi sa-.r;.a'58· EAST TO _ NORlH 53'55'46· VIEST OF BEGINNING; 3· EAST TO 1HE NG; EXCEPT 1HA T PORlION ~ 84lH STREET. PRIVATE INGRESS. ~SS & UlIU1Y iEMENT W/20' PA VEe ---ii:J4--~-I VEWA Y . /,04 -=-___ 7111 • .ReEL # 3224059041 r SEWER MANHOI..£ RlM",11S.1! INV=102..~.B·CONC E INV'O"102.JC;.B"CONC W CATCH BASIN RIM=117.9J INy.,115.63.12·ADS S STORM MANHOLE RlM",118.f.9 INV=114-44.8-CONC E INV",,113.':9.1S·CONC E INV=l1J.~9,la"CONC INV::"113.~·9.12·ADS N ~ I CATCH BASIN . RIM=118.66 /U,;J." INV=115_66.a"CONC w 7· .., TAX PARCEl: 322405-9062 . L.AP,PRO:KlMA:-i LOCAll0N of EXISTING . 12"WATER TOTAL PARCEL AREA 0.69 ACRE; 30.147 SQ. FT. EASEMENT AREA 0;07 ACRE, 3,120 SO_FT. "--. --. ---.. - - ry 10 '0 . 4~ k-A , I SCAlE f' -40' SEWER MANHOLE: RIM=122.81 INVo=109.61,a"CONC INY= 1 09.56.8'CXlNC MANHOlE RIM=122.91 INV=117_91.1S"AOS S INV=117.91,18·ADS W I· .. • . . CITY. ,~F RENTON .Kathy Keolker, Mayor PlaooihgIBuildingIPublic WorkS Department 'Gre~g Zimmer~an P.E., Administrator . ApriI2~,2606 Mr. JoePniss, . Basic Ventures 18211240thAveSE . . Maple Valley WA~8038 SUBrnCT: . .KENNYDALEGROVE SHORT PLAT LUA'-04.;;158. Dear Mr.Pniss~ .. ': . . , T4e~~vi~wsubmittal.(jnthe above"'mehti~nedsllortplathasbeen com~leted ~d-th~ followirig COlPlllents .' ... have been returned,' Please ,review these~oiiiIPents al!d make the n~cessary ·changes. Once crumges have been completed please resubmit tht~e copi~sOf the shoitJ>latdni\vitigs . .-. ' . . . . . . .~. . SHORTPLAriEhEwcOMMENrS: .- " " .~~- ", " 1.' C~ntact'Mike Dotson, ~PI~ R¢view~, at 425c430,-7304, f~r r;equifements to b.e~()mpletedon the civil conStruction portion to. yo~ project.)~ "" . , . . . . . . '. ,," .. ,-',' . . 2. Note,t~e'citY of Ret'iton land tise'a6tit,>hnUmbeiiuld:land record number;·.LUA::04-15a-SHP.L and LND:29';0404;'respectively,()n the'<IJ:a~rigin 'the.spac~sjl~re~dy pf~vided,. .. '.' ~ . . " -.', ,,',:' : .. ;',l. ' ' - ·3 ... See the'attachrrienHor the,~hortplataddres'ses. N"ot~saidaddiesses.oii the·~a~ng. ., ~ -" . -. " .' 5. The "BmLD1NGPERMIT N()TE'.~,blo;ckis r~pe.ated'in. th~ lower left.<hand~o~ei,~()f thedrawirtg .. , only one of these two identicaistaterrubrttS is'neederl.· '. . .' . . . .... . . , .,' i' .". • '\ • ~ . r ': 6.. Atthe e~dQf.the NG~Es~tei,nent, iiiclude'the;followi~g:' ~AID E.ASEMENtENG~ERS THAt ' ...... . pORrIq~ .oF 'LO'!' . 4 .. ~ ynki' wrtinN 50.00' F~ET! OE THEbFF-SIT:E:.:\yETLAND LIMITS . BOUNDARY AS SHOWN. .. 7.Pro"vide·adis~ce that allows for the lo~ating.~nhe NGPEboundaryonJ:hesh6rt plat drawing .. . Also, not~. sai<j,'distanceonJhe easement dQcument:"', .... .... ' .. ' . ,", .' , ..... . ' .. , ~ 'r 0_..' -. . . .•.. -, . 8.' Is the "EMERGENCY ACCESS",notecl with'the n:~fereni::e t6 the 26' private access easement, for . . the bene.fif 9tthe City? ,If so, s~id, privat~' easern,e~t is :ai~o' a publi'c easemen~ .. Note' ~aid 'referenc~ to this put;Ilc access easement separately:' fro~ the' pnvate easement.:"" Inchide a: reference to' the benefidary':in ihls 'public accesseasemeIit stateinen't: .. Is said public easerrtent to. be re~orded' 'sepatatelyfrom the short plat? .. . "" ' ." , , . . .Y " ' ... : I:\PianReview\COLSO~hortplaJs 2006\Kennydale Grove SHPL 03L Cllan~eR~uestStoP.dOC·· . ~ -:---'------,. . .;....' -:---'-.' -1~~!)'-5-S0-U-th-Gr-. -ad~y-W-' a-y---'-R-~n-t-on-".-W-'-a-shi-·'n-g-t,o-,il-· 9-80';""5-5-.. ~-~---·RE N TO' N . . ' ~ .'. . . .'. . . "'AHEAD OF THE CURVE' .. ' \%I Tl)is paper contains 50% !eCycted mateliili. 300/0 Post cOnsumer . .. :,~ ~ ' .. " .:.. ... ~ .. . '~ ... ' . " ~ .'. p,agd2 ..... . ...•. Aprii 2~1~ 200<'" ;",.' 9 . ... ,. '. Siilcere1y, . . , ..', ··~'IZ .• , ••• ·'.;.<~< .... : . ,. C~ieIS-,Olso~, '. 'f)ev~l<ip~eni 'SerVj~~s~:Pla&R~Vie~' ,.:, . \.,., . .'\' ~ ,:. '. ' . .' .... " . '··.·F.AXEl) ''F~:' tlOlml(::·~aLOC()CK"tlalma· Ho.lmb,etglnc· 425:-391-3955 , ..•. ,.' . .... -.; ':." '. :.~ ~. " ~. ... .-:.:. ;" . .. ~. '-' .'1 .. ..... ' .• J': '," ',j.' .. " i .:'~. -~., -';. , ." ... ' . '.' . . '-~.,.' • ! ;~ .. ~'. ' .. '., ..... "." -", ", . .. -.: .,:' .. ' ':;; ",' ' . ':.--.' :.' , .. ' ' ... , -~ '. ~ '. . : ~ -. ;'-' .; . -.', •. ,-.! . ., ' ·.t· .' ','. ':-.- ':.-" : .. " ".'-,', ,," ".' . ," ','. ,,:, . ,'d- t-;- '. .. -~ .>~, . '-,' '" ,- -'.\ ' . -: '. ,,' -.. -' . '.' -:~ " " NATIVE GROWTH PROTECTION EASEMENT The Native Growth Protection Easement (NUPE) on this short plat identifies the required wetland buffer area for the wetlands on adjacent parcels. The creation of the Native Growth Protection Easement (NGPE) conveys to the public a beneficial interest in the land within the easement area. TIlls interest shall be for the purpose of preserving native vegetation for the control of surface water and erosion,· maintenance of slope stability, visual and aural buffering, and protection of plant and animal habitat The Native Growth Protection Easement imposes upon all present and future owners and occupiers of the Easement area enforceable on behalf of the public by the City of Renton, to leave undisturbed all trees and other vegetation within the easement area. The vegetation . within, the NGPE may not be cut, pruned, covered by fill, removed or damaged, without the expressed written permission from the City of Rent0n.,2 s ,Hod ke Ii 2 ; tI t tl .'1 T £ T d '9· to ,:spesI' ww hztalils t 1 .. 8 The right of entry granted herein shall apply to the agents, representative and employees of the owners or subsequent owners ·of the underlying property. Page 2 ----.--------------------------------------------------------~--------------~----." KENNYDALE ~OVE SHORT PLAT Ip;f((~ . ........ ' f • N. W. 1/4 SEC. 32, TWN. 24 N., RGE 5 E., W.M . :RNMENT lOT " 24 NORTH, RANGE 5 EAST, WASHINGTON, DESCRIBED :oRNER OF SAID ST UNE THEREOF, 74.35 FEET; 3" WEST 955.66 FEET, )-WEST 264.57 FEET, )-EAST 416.57 FEET TO GINNING. . PARCEL # 3224059081 WEST 162.58 FEET TO THE )VERNMENT lOT; IT UNE NORTH 88"48'58" EAST TO NORTH 53"55'46" WEST OF BEGINNING; ,-EAST TO THE NG; EXCEPT THAT PORTION ~ST 84TH STREET. PRIVATE INGRESS, !ESS & UTlUTY ;[MENT W /20' PA VED ---j:~--,.~ VEWAY .RCEL # 3224059041 r SEWER MANHOLE RIM=11S.1Z !'NV=102.4J,a'CONC E INV=102.3t1,8"CONC W CATCH BASIN RIM=117.93 INV=115.63,12"AOS S STORM M,\NHOlE RIM=118.f9 INV=114.44,a"CONC E INV=113.~9,18-CONC E INV=113.~9,18·CONC INV=113.59,12'AOS N i I CATCH BASIN ~~:~~g:::,8"CONC W / ¥.:J-V LOCATION ;;H'i/I I~ EXISTING 2 12"WATER I 6 ~ alo TAX PARCEL; 322405-9062 ~ Cl TOTAL PARCEL AREA 0.69 ACRE; 30,147 SO. FT. Mlk EASEMENT AREA 0.07 ACRE. 3.120 SO_FT_ "> ~ :>0 41) I SCALE 1" = 40' SEWER MANHOLE RIM=122.81 INV=109.61,8-CONe INV=109.56,8'CONC MANHOLE RIM=122.91 INV=117.91,18"AOS S INV=117.91,la'AOS W DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM April 14, 2006 Carrie Olson . ~ Sonja J. Fesser J:>~ Kennydale Grove Short Plat, LUA-04-1S8-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: Note the City of Renton land use action number and land record number, LUA-04-158-SHPL and LND-20-0404, respectively, on the drawing in the spaces already provided. See the attachment for the short plat addresses. Note said addresses on the drawing. Note the dates the existing monuments were visited, per WAC 332-130-150, and what was found. The "BUILDING PERMIT NOTE" block is repeated in the lower left-hand comer of the drawing. Only one of these two identical statements is needed. At the end of the NGPE statement, include the following: SAID EASEMENT ENCUMBERS THAT PORTION OF LOT 4 LYING WITHIN 50.00 FEET OF THE OFF-SITE WETLAND LIMITS BOUNDARY AS SHOWN. Provide a distance that allows for the locating of the NGPE boundary on the short plat drawing. Also, note said distance on the easement document. Is the "EMERGENCY ACCESS", noted with the reference to the 26' private access easement, for the benefit of the City? If so, said private easement is also a public easement. Note said reference to this public access easement separately from the private easement. Include a reference to the beneficiary in this public access easement statement. Is said public easement to be recorded separately from the short plat? There is no maintenance agreement statement for the 5' private drainage easement shown over the north 5 feet of proposed Lot 3. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\Q4Q4\RV060406.doc April 17, 2006 Page 2 Comments for the Project Manager: The approval memo you sent states that the lot closures were attached. I have not found them. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0404\RV060406.doc\cor DATE: TO: FROM: SUBJECT:· CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM April 19, 2006 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services A?1 Carrie Olson, Plan Review x7235 (5t/ KENNYDALE GROVE SHORT PLAT LUA04-1S8-SBPL AND LEGAL REVIEW Sorry I didn't include the Lot Closures the first time. Please review and return comments to me so I can include them with your first review. Thanks. Cc; Yellow File I:\PlanReview\COLSON'lShortplats 2006\K.ennydale Grove SHPL 02m PR-TS ReviewStart.doc DATE: TO: FROM: SUBJECf: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM r March 24, 2006 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 GO KENNYDALE GROVE SnORT PLAT LUA04-158-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 • Lot Closures • Title Report • Native Growth Protection Easement (Please note request to remove language from easement on second page of document. We don't allow landscaping in the buffer area. Per Laureen Nicolay) • 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 2006\Kennydale Grove SHPL 01 m PR-1'8 ReviewStart.doc DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNINGlBillLDING/PUBLIC WORKS MEMORANDUM March 24, 2006 Mike Dotson, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review KENNYDALE GROVE SnORT PLAT LUA04-1S8-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 • Native Growth Protection Easement (please note request to remove language from easement on second page of document. We don't allow landscaping in the buffer area. Per Laureen Nicolay) • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Accel!ted Related NA 1.. Proiect#S Comments ?: As-Builts Cost Data Inventory Bill of Sale Easements (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication Square Footage: Restrictive Covenants Maintenance Bond Release Permit Bond Comments: Approval: _________________________ , Date: _____ _ Kayren Kittrick Mike Dotson Cc: Yellow File -,/ MA & HOLMBERG INC. - Letter of Transmittal TO: C-~ i ~k,. !W;J .a~ tL: Date: 0dZ/!J6 Job No: It 73 -t)20 ~~.,yunk/ find 6lun/f JOlctT We are sending you 0 attached u under separate cover via ______ _ NO. copies THESE ARE TRANSMITTED as checked below: C for approval 0 approved as noted = approved as submitted = as reQuested REMARKS: ____ ~--~_4~~---------------------------------------------- -3 ~ copy to: ~,~H4-=-~a~<S::,.----------- 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • 425/392-0250 • FAX 425/391-3055 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS ...•... LAND USEPE~N1ITS(J~I\IIrtT"A~.····. REQUIREMENTS: . W",IVED <NI()[)lfll:D BY': <I BY': . ;< >< .. •. COMMENTS: ••... . ..... Calculations 1 C()IOred. Maps for [)isplay .~. > •.••... Construction Mitigation Description 2 AND 4 ......... « ...•... .... ... .'. .... ...•.•.. ...> ..... . .... J.) Density Worksheet 4 .. . .. Draini3 . e C()ntt()rPlan 2. ....g ..•.... ... ... Drainage Report 2 ..... -... ... ...... ........ . ...................... _--.......... . El¢va~j()ns;Archit$Ct~raI3A1'1D" .. . ••• .. • ••••••• . ................•....•..•.. Environmental Checklist 4 Existing Easements (Recorded Copy) 4 .... ....... . .....•.... · .... >.·· ••••• ··>··.Ji Floor Plans 3 AND 4 •...• > < ...•. . ... ...... ......... .......... . . ... Grading Plan, Conceptual 2 Habitat Data Report 4 .... .i .. ... ... ..... ....... .«i .. ..... . ....................... . •••• . .... ..••••••• . ••• < •.••••• <.......... ........ .< ........ .................................................... : .... > ...... .. Irrigation Plan 4 .... ••• ....................... <................... ................... . .............. . ............................................. : .. ... Landscape Plan, Conceptual 4 LC:lIiclsCaePlah,[)~t3ilecl4· . .....> ............. . ........ » ..•.•.. .. . . ..•... .P... •.......•...... .......... ... . ..... ............... •.•.....•.•... .. I..... .... .... . .... :1 ........ « ....................... . Legal Description 4 ...•.•.... 1/····.·· .• · . ······k ... · ... ··.··.· .... · .... ........... .... ....... : ... . .. ......... . ...................................................................... . Mailing Labels for Property Owners 4 M~p Of pxistl@Sit~¢()n~i~qns4.·... ...... ..•• •.•. ..«' •.•• • ......................................... )/... ... ...•.•.•.....•.•........... ••.•.• .......> Master Application Form4 MonumenrC~l"ds·«()~~ perrnonumarit)1· •....••.. Neighborhood Detail Map 4 ...... , This requirement may be waived by: 1. Property Services Section PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section 3,JJ-O(P ~~ vjvttlfJ[ --fa dtft£ IOf tfj--ff_ ~·M~ Q:\WEB\PW\DEVSERv\Forms\Planning\waiver.x1s 11/04/2005 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS . . .•. ·l,ANDlJSEr~RMI,.suaMltrAI.. .. . •• • Ri:QUlREMENTS: Parking, Lot Coverage & Landscaping Analysis 4 ...... . ...•..•....•.......... < ........ : .. Plan ReduCtibris(PMTs)4 •... .. Plat Name Reservation 4 "::·:·WA"'VEC{: :<:"M.oDIFIEo> ............ ....... . ... :.::-::::::::-:-::::", "::": BY;>· ••....••• ~y=< . .......::!» ••.••.• ..... . .. p~stage4 •. · .y U •..• : ......... . ... .: .... '. : .... . ...... .: ......... . Preapplication Meeting Summary 4 ........... Rehabilitation Plan 4 ~. .. . .. .. . : ....... Site Plan 2 AND 4 Stream or Lake Study, Supplemental 4 ..... Street Profiles 2 .... .. ...... Topography Map3 TrafficSt@y2 ..• •·•·•·• ...... Tree Cutting/Land Clearing Plan 4 Utilities Plan, Generalized 2 .............. ........... : .............. :... ..... ... ... .......... . ......... .... Wetlands Mitigation Plan; .. Fiila14·.· ..••....•••••••••. ' : .. : ....... ••• : ••••• Wetlands Mitigation Plan, Preliminary 4 Wireless: Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 ........ ..... .............<: ...... .... 1< •.• ···· .•............. ..... .......... . .. COMMENTS: ..................... . ........................... ...... ........< ..: ... \ ......... . • ......................... « .... : •• : •• ..:: ... . ....................... . • ••••••• • ••• ...... : ...... . .... ...•....•.. . .......• >< • •••• . ........... . ........ ......•...•...............•.. ::.>< This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section PROJECT NAME: -41"lt.L;~;""JL:~~F-=~-~----- 3. Building Section DATE: ___ ~ ________ _ 4. Development Planning Section Q:\WEB\PW\DEVSERv\Forms\Planning\waiver.xls 11/04/2005 Kennydale Grove -Short Plat Conditions of Approval The Kennydale Grove Short Plat, File No. LUA-04-158, SHPL-A, is approved subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all inspe~tions and approvals for all buildings located on the property prior to recording of the final short plat. The satisfaction of this requirement is subject to the review and approval of Development Services. A demolition permit was obtained and the onsite buildings have been demolished. 2. The applicant shall pay the required Transportation Mitigation Fee at the rate of $75.00 per net new average daily trip associated with the project. Credit given for the existing single-family residence. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. The Transportation Mitigation Fee will be paid prior to short plat recording. ' ~ A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. ~. -The maintenance agreement is shown on the face of the short plat. 4. Temporary Erosion and Sedimentation Control (TESC) shall be installed and maintained according to the standards set-forth in the Department of Ecology Erosion Control Standards. Tempora?, erosion and sedimentation controls will be in place during constructIOn phase. 5. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. This approved plans were designed to abide to said requirements. ~At the time of building permits, additional geotechnical studies are to be completed that address building foundations for new Lots 3 and 4. The applicant shall be required to place a note on the face of the final short plat noting this requirement. This condition shall be subject to the review and approval of the Development Services Division. This note shall appear on the final short plat. 7. The applicant shall be required to install brightly colored construction fencing along the edge of the wetland buffer prior to project construction. Construction fencing will be installed along wetland buffer. 8. The applicant shall be required to erect a spilt-rail fence or other fence type as approved by the Development Services Division along the edge of the wetland buffer boundary prior to recording of the short plat. A sign shall be located along the fence indicating the presence ofthe wetland and its associated buffer. Fence and sign will be installed. 9. The applicant shall be required to record a Native Growth Protection EasementJor the wetland buffer located in new Lot 4 in conjunction with final short plat approval. This condition shall be subject to the review and approval of the Development Services Division. Submittal copy attached. 10. The applicant shall pay the required Fire Mitigation Fee equal to $488.00 per new single family lot with credit given for the existing single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. Fire Mitigation Fee will be paid prior to recording. 11. The final design for drainage from the houses and driveways shall utilize either infiltration or direct discharge to an approved discharge point. This condition shall be subject to the review and approval of the Development Services Division at the time of utility construction permits. Per the approved engineering plans, houses and driveways will drain to an infiltration system . 12. The storm drainage plan shall comply with the 1998 King County Surface Water Design Manual. The approved drainage plan complies with the 1998 KCSWD Manual. .) ~. KENNYDALE GROVE· LOT CLOSURES.txt parcel name: LOT 1 North: 195574.204 Line Course: N 88-49-55 w North: 195575.224 Line Course: S 01-11-02 w North~ 195455.249 Line Course: S 88-49-55 E North: 195454.230 Line Course: N 01-11-02 E North: 195574.204 East : 1303050.217 Length: 50.00 East: 1303000.227 Length: 120.00 East: 1302997.748 Length: 50.00 East: 1303047.738 Length: 120.00 East 1303050.217 perimeter: 340.00 Area: 6,000 sq.ft.-0.14 acres Mapcheck Closure -(uses listed Error closure: 0.000 courses, radii. and deltas) Course: 5 90-00-00 E East : 0.0000 Error North: 0.0000 precision 1: 340,000,000.00 --------------------------------------_._------------------------------ parcel name: LOT 2 North: 195515.236 Line Course: N 88-49-55 w North: 195517.478 Line Course: S 01-11-02 w North: 195457.491 Line Course: S 88-49-55 E North: 195455.249 Line Course: N 01-11-02 E North: 195515.236 East: 1302998.988 Length: 109.99 East: 1302889.021 Length: 60.00 East: 1302887.781 Length: 109.99 East 1302997.748 Length: 60.00 East 1302998.988 perimeter: 339.98 Area: 6,599 sq.ft. 0.15 acres Mapcheck closure -(uses listed Error Closure: 0.000 Error North: 0.0000 Precision 1: 339,980,000.00 parcel name: LOT 3 courses, radii, and deltas) Course: 5 90-00-00 E East : 0.0000 Page 1 .' , .' KENNYDALE GROVE LOT CLOSURES. txt North: 195575.223 Line Course: N 88-49-55 W North: 195577.466 Line Course: S 01-11-02 W North: 195517.478 Line Course: S 88-49-55 E North: 195515.236 Line Course: N 01-11-02 E North: 195575.223 East: 1303000.227 Length: 109.99 East: 1302890.260 Length: 60.00 East : 1302889.021 Length: 109.99 East 1302998.988 Length: 60.00 East 1303000.227 perimeter: 339.98 Area: 6,599 sq. ft. 0.15 acres Mapcheck Closure -(uses listed courses, radii, and deltas) Error Closure: 0.000 Course: S 90-00-00 E Error North: 0.0000 East : 0.0000 precision 1: 339,980,000.00 Parcel name: LOT 4 North: 195586.834 Line Course: N 53-55-46 W North: 195701.669 Line Course: S 01-11-02 W North: 195577.466 Line' Course: S 88-49-55 E North: 195574.205 Line Course: N 01-11-02 E North: 195586.832 East : 1303050.478 Length: 195.04 East: 1302892.829 Length: 124.23 Length: Length: East : 159.99 East 12.63 East : 1302890.262 1303050.219 1303050.480 perimeter: 491.89 Area: 10,948 sq. ft. 0.25 acres Mapcheck closure -(uses listed courses, radii, and deltas) Error Closure: 0.002 Course: S 42-28-54 E Error North: -0.0017 East : 0.0016 precision 1: 245,945.00 parcel name: TOTAL PARCEL North: 195586.834 Line Course: N 53-55-46 w North: 195701.669 Line Course: S 01-11-02 W North: 195457.492 East : 1303050.478 Length: 195.04 East: 1302892.829 Length: 244.23 East 1302887.783 Page 2 KENNYDALE GROVE LOT CLOSURES. txt Line Course: s88-49-55 E Length: 159.99 North: 195454.230 East: 1303047.739 Line Course: N 01-11-02 E Length: 132.63 North: 195586.832 East: 1303050.480 perimeter: 731.89 Area: 30,147 sq. ft. 0.69 acres Mapcheck closure -(uses listed courses, radii, and deltas) Error Closure: 0.002 Course: S 42-28-54 E Error North: -0.0017 East : 0.0016 precision 1: 365,945.00 page 3 DENSITY WORKSHEET City of Renton Development Services Division 1055 South GradyWay-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. _.....;3:;,.;0:..L.1-=-4.:....;7 ___ square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 0 31120 0 2. 3. 4. 5. square feet square feet square feet 31120 square feet . 271027 square feet .62 acres 4 unitsllots 6. Divide line 5 by line 4 for net density: 6. 6.45 = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. H:Vobs\1600\J 673-020\Documents\Other\1673-020 Density Worksheet.doc 1 Last updatec TO: Cc: Basic 18211 Maple Attn: Ref.# Ventures 240th Avenue S.E. Valley, Washington Jackie Pruss Basic Ventures Baima & Holmberg 100 Front Street South Issaquah, WA 98027 Attn: Bonnie Babcock Job No.: ·1673-020 98038 ~ PACIFIC NoiUHWEST Tm..E . Comp;a.,yofWaahinpm.Inc:. 215 Columbia Street Seattle, Washington 98104 SUPPLEMENTAL REPORT #2 OF SHORT PLAT CERTIFICATE PNWT Order Number: 580867 CERTIFICATE FOR FILING PROPOSED PLAT The. following matters affect the property covered by th,is order: • A Full update of the Short Plat Certificate from November 23, 2005 through March 13, 2006 at 8:00 a.m. has disclosed the following: • The following has been added as paragraph 3: 3 • GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY I, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER I, IF UNPAID: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: 2006 322405-9062-05 2100 CURRENT ASSESSED VALUE: Land: $14,400.00 Improvements: $133,000.00 AMOUNT BILLED GENERAL TAXES: $3,308.79 SPECIAL DISTRICT: $1.59 $10.00 TOTAL BILLED: $3,320.38 PAID: $0.00 TOTAL DUE.: $3,320.38 • There has been no change in the title to the property covered by this order since November 23, 2005, EXCEPT the matters noted hereinabove. Dated as of March 16, 2006 at 8:00 a.m. cg PACIFIC NORTHWEST TITLE COMPANY By: Mike Sharkey Title Officer Phone Number: 206-343-1327 TO: Cc: Basic 18211 Maple Attn: Ref.# Ventures 240th Ave SE Valley, Washington Jackie Pruss Basic Ventures Baima & Holmberg 100 Front Street S Issaquah, WA 98027 Attn: Bonnie 98038 ~ PACIFIC NoRniwEsT TITIE Compaqy ofWasbington. lnC'. 215 Columbia Street Seattle, Washington 98104 SUPPLEMENTAL REPORT #1 OF SHORT PLAT CERTIFICATE PNWT Order Number: 580867 CERTIFICATE FOR FILING PROPOSED PLAT The following matters affect the property covered by this order: • A Full Update of the SHORT PLAT CERTIFICATE from December 6, 2004 through November 23, 2005 at 8:00 a.m. has disclosed the following: • The following paragraph(s) of our preliminary commitment has/have been eliminated: 1 • The following has been added as paragraph 2: 2 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: Basic Ventures, Inc., a Washington corporation Pacific Northwest Title Company of Washington, Inc. Executive House, Inc. a Washington corporation $622,500.00 June 9, 2005 June 20, 2005 20050620001840 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. (continued) SUPPLEMENTAL TITLE REPORT Page 2 Order No. 580867 • The following has been added as NOTE 2: NOTE 2: GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL: YEAR: TAX ACCOUNT NUMBER: LEVY CODE 2005 322405-9062-05 2100 CURRENT ASSESSED VALUE: Land: $135,000.00 Improvements:$127,000.00 GENERAL TAXES: SPECIAL DISTRICT: TOTAL BILLED: $3,109.09 $1.59 $5.00 $3,115.68 PAID: $3,115.68 • There has been no change in the title to the property covered by this order since December 6, 2004, EXCEPT the matters noted hereinabove. Dated as of November 30, 2005 at 8:00 a.m. cb PACIFIC NORTHWEST TITLE COMPANY By: Mike Sharkey Title Officer Phone Number: 206-343-1327 ", '" .; t 20050620001840.001 After recording return to: EXECUTIVE HOUSE, INC. 7517 Greenwood Avenue North Seattle, Washington 98103 11111111111111111 20050620001840 Loan No. L-19946 Grantor(s): Basic Ventnres, Inc. Grantee(s): Executive House, Inc. Legal Description: 1. NW 32-24-5 2. Additional on Page 1 Assessor's Tax Parcel IDt#(s): 332405-9062-05 PACIfIC NY TIT DT . 22.11 PAGEI11 OF 003 16/20/2005 14:24 KING COUNTY. lolA SHORT FORM PItJ bJT DEED OF TRUST 5C;h..!j{)f<-/~ TInS DEED OF TRUST is made this 9th day of June, 2005, BETWEEN BASIC VENTURES. INC., a Washington Corporation as_Grantor, whose address is 18211 -240dl Avenue Southeast, Maple Valley. Washington 98038; and PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC., as Trustee, whose address is 215 Columbia Street, Seattle, Washington 98104; and EXECUTIVE HOUSE, INC., a WaShington Corporation, as beneficiary, whose address is 7517 Greenwood Avenue North, Seattle, Washington 98103. Grantor hereby irrevocably grants, bargains, sells and conveys to Trustee in trust, with power of sale, the following described property in King CO\DIty, Washington: ~ AS PER ATTACHED :.5 TOGETHER WITH all the tenements, hereditaments and appurtenances, now or hereafter thereunto belongiDg or in anywise appertaining, and the rents, issues and profits thereof and aD other property or rights of any kind or nature whatsoever further sel forth in the M:stcr Fonn Deed of Tt'.lSt he,"Cinafter referrtd to, SUBJECT, HOWEVER, to the right, power and authority hereinafter given 10 and conferred upon Beneficiary to collect and apply such rents, issues and profits. THIS DEED IS FOR THE PURPOSE OF SECURING PERFORMANCE of each agrCement ofOnmIOO' iocarporated by rer."..,cc or contained herein and payment of the sum of SIX HUNDRED TWENTY-TWO THOUSAND FIVE HUNDRED AND NOI100 DOUARS ($§Z2.5!IO.O!})· with interest thereon according to the terms of a promissory note of even date herewith, poyable to BenerlCiary or order and made by Onmtor; all TCllewais. modifications or extensions thereof; and also SUth further sums u may be advanced or lOaned by Beneficiary to Onmtor, or any of their successors or assigns. together with interest thereon atSUth rate as shall be agreed upon. By .. X .... IIDg and cidmrllig this Deed of Trust and the Note secured ~ereby, the parti .. agree that all provisions of Paragrapha I through'35 indasiTe of the Muter Form Deed of Trust Ilereioaf!er referred.to. except sucb paragraphs as are specifically excluded or modified benlD, are bereby jQcor~rat.d berdn by r.fUeBC. and made an Integral part.bereof Cor all purpo5eS tile same as ir set forth bertIn at length, and the Grantor hereby maka s;aid covenanls and agrees to rally perform all or said provisions. The Master Form Deed of Trust above referred to was recorded oil the twenty-flftb (l5"') dar of July, 1968, in the Official Records of tb. om ... oC the County Auditon of the follo'ring <lOuntieS of Washington la the book, aad at tbe page designated after Ihe name of eacb county, to-\Ylt: CQl.!H!Y BQQKQRVQ!.. PAGE NO. AUDITOR'S COUNTY IlQQ!S;QRVQL PAGE NO. AUDITOR'S f!!.!ll!Q. ..El!& NO. Adams 2 of ReconI. InSb". 513-16 122987 lewis 7 of Ofl'lCiai Rtc. 839-842 725562 Asolin Microfilmed Under Auditor's No. 101896 Lincoln 107 of MortgageS 776-779 316596 Benton 241 of Official Rtc 695A-C 592931 Muon Rtcl48 Frame 835-838 236038 Chelan 688 ofOfl'",ial Rcc. 1682-1685 681844 Okanogan 121 of MortgageS 517·519A S606S8 ClaJlam 315 ofOfl'oclal Rtc. 195-198 383176 Pacific 213 of Official Rtc. ~9-652 55707 am "ud. Microlilm No.702859-702862 G·5 I 9253 Pend Oreillc 270fMrgs. 8-11 1268.S4 Columbia 490fD«ds 198-201 F 3115 Pierce 1254 ofMrgs. 707-710 2250799 CO\\1ilZ 747 of omcial Rec. 234-237 675475 Sanjuan 280fMtgS. 459-462 69282 Douglas 125 of Mortgages 120-123 151893 Skagit 19 of Official Rec. 80-83 716277 Ferry 280fDecds 413-416 153150 Skainania 47ofMtgS. 41-44 70197 Franklin II of Official Rtc. 138-141 . 309636 SnohOmish2310fOfl'JCiaI Rec • 540-543 2043549 G3Tr~ld Microfilmed under 'Auditor's No. 13044 Spokane 14 of Omcial Rec. 1048·1051 376267C Granl 44 of Rec. Doc. 373-376 538241 SI=ns 1090fMrgs. 394-397 390635 Grays Harllor 21 of General 31-34 207544 ThUJSton 454 of Official Rtc. 731·734 785350 Island 181 of Official Rec. 710-713 211628 Wahkiakwn 17 of Mortgages 89-92 24732 Jefferson 4 of Ofl'lCial Rtc. 316-319 196853 Walla Walla 308 ofMt&'. 711-714 495721 King S690 of Mt&'. 436439 6382309 Whatcom 82 ofOfl'lCial Rec. 855-8S8 1047522 KilS.p 929 of Ofl'lCial Rec. 480-483 934770 Whitman I of Misc. 291-294 382282 Kiuitas III of Mortgages 361·364 348693 Yakima 712 of Official Rec. 147-150 217055 . Klickitat 101 o(Mortgages 107-110 131095 .; - ) j 20050620001840.002 PagcTwo A copy of such Master Form Deed ofTrult Is hereby furnished to the person ,xec1Iling tbis Deed ofTrolt and by eJ<tcuting this Deed of Trust the Grantor acknowledges receipt of such Master Form Deed of Trost. The property which is tbe subject oflhis Deed ofTrusl is not used principally or primarily for agriculturaJ or farming purposes. The undersigned Gtantor requeslS that a copy of any Noliee of Default and of any Nolice of Sale hereunder be 1R8l1ed to him at the addn:ss haeinbefore set forth. WITNESS the hand($) and seal(s) of the Gr.mtor(s) on the day and year fust above wrillen. Oral agreemenrs or oral commitments to loan money. extend credit or to forbear from enforcing repayment of a debt are not enforceable . under Washington law. STATE OFWASHINGTON, _______ ....J) )ss COUNTY OF KING ). On this ___ day of • before me, !he underslgned, a Notary Public in and for !he Slate 01 Washington, duly commissioned and sworn, personaJJy appeared ____ ..,-_____________ ~ to me known to be !he ind"oviduai(s) described In and who executed !he loregoing Instrument, and acknowledged to me that signed and sealed !he said instrument as ____ I,ree and voluntary act and deed lor the uses and purposes therein mentioned. Witness my hand and officIaJ seal affixed the day and year in this certHlcate above written. Notary Public In and for the state of Washington, residing at __________ _ My commission expires: STATE OF Washington ) )ss COUNTY OF King ) ~ . On this ~ day of June, 2005, before me, the undersigned. a Notary PUbl"lC in and lor the State at Washington, dufy commissioned and $wom parsonaUy appeared Joseph M. Pruss and Jacld S. PrusS to me known to be !he P~ent snd VIce PreSident, respectively, 01 the CO!pOflIUon that executed the within and foregoing Instrument, acknowledged the said instrument to be the fee and voluntary act and deE!d 01 ~ corporation, that by executing the above statement their execution here of is for the uses~~et;tMreli'r~l!OEea~.imd on oath each stated that they are authorized to execute the said inskunenl YnTNESS .R~~W~t the day and year in this c:ertHicate~ COMMISS!O!·~EXPIRES ~~ ~ OECEM::~;'; . :"=:.?~ _ Notary Public in and lor the State of Washington, ~"V"." .. , ..... ,.-., ..... ,~-.. :r <;l' residing at 6~ MY commission expires: I> • .17'_01> . . . REQUEST FOR FUll RECONVEYANCE . To be used only.when ail obOgalions have been paid under !he note~ itps deed oltrus!. TO: TRUSTEE:; 1 The undersigned is !he legal owner and holder of the note and ail other indebtedness secured by the within Deed of Trust. Said note, togeIher with all other indebtedness secured by said Deed of Trust, has been luDy paid and satisfied; and you are hereby requested and <fuected, on payment to you of !he sums owing to you under the terms of said Deed of Trust, to csnceI said note above mentioned, and all.other evidence of indebtedness secured by said Deed of Trust defntered to you herewith, together with the said Deed of Trust, and to recorwey, without warranty, to !he parties designated by the tenTIS of said Deed of Trust, aD the estate now held by yo~ thereunder. Dated, ______ ~20 __ Mail to: ExeCutive Hou$8, InC. i . . 7517 ~ Avenue North SeatUe, Wash~~ '~03 i' ... .' ( ,.. ..... -- ., . That portion of'Government Lot 1, Section 32, Township 24 North, Range 5 East, W.M., in King CQunty, washington, described as follows: Beginning at the northeast corner of said Government Lot; 20050620001840.003 Thence along the east.line thereof, south 1°42'13" west 674.35 feet; Thence north 88°48'58" west 955.66 feet; Thence south 12°49'30" west 264.57 feet; Thence south 53°55'46" east 416.57 feet to the TRUE POINT OF BEGINNING; Thence south 1°11'02" west 162.58 feet to the south line of said Government Lot; . Thence along said lot line north 88°48'58" west 160 feet; Thence north 1°11'02" east to a point which bears north 53°55'46" west from the TRUE POINT OF· BEGINNING; Thence south 53°55'46" east .to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southeast 84~ Street. ". · , 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@pnwt.com) Title Technician, Annette Strate (annettestrate@pnwt.com) Unit No. 12 FAX No. (206) 343-1330 Telephone Number (206)343-1327 Basic Ventures Title Order No. 580867 CERTIFICATE FOR FILING PROPOSED PLAT 18211 240th Avenue Southeast Maple Valley, Washington 980·38 Attention: Jackie Pruss Your Ref.: Basic Ventures SHORT PLAT CERTIFICATE SCHEDULE A GENTLEMEN: 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: BASIC VENTURES, INC., a Washington Corporation SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: TAX: $200.00 $ 17.60 TOTAL CHARGE: $217.60 RECORDS EXAMINED TO: December 6, 2004 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. 580867 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: That portion of Government Lot 1, Section 32, Township 24 North, Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the northeast corner of said Government Lot; Thence along the east line thereof, south 1°42'13" west 674.35 feet; Thence north 88°48'58" west 955.66 feet; Thence south 12°49'30" west 264.57 feet; Thence south 53°55'46" east 416.57 feet to the TRUE POINT OF BEGINNING; Thence south 1°11' 02" west 162.58 feet .to the south line of said Government Lot; Thence along said lot line north 88°48'58" west 160 feet; Thence north 1°11'02" east to a point which bears north 53°55'46" west from the TRUE POINT OF BEGINNING; Thence south 53°55'46" east to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southeast 84th Street. END OF SCHEDULE A GENERAL EXCEPTIONS: SHORT PLAT CERTIFICATE Schedule B Order No. 580867 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 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. 580867 1. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: Basic Ventures, Inc., a Washington corporation Pacific Northwest Title Company of Washington, Inc. Executive House, Inc., a Washington corporation $308,000.00 October 5, 2004 November 23, 2004 20041123000965 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. NOTE 1: GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL: YEAR: TAX ACCOUNT NUMBER: LEVY CODE 2004 322405-9062-05 2100 CURRENT ASSESSED VALUE: Land: $128,000.00 Improvements:$128,OOO.00 GENERAL TAXES: SPECIAL DISTRICT: TOTAL BILLED: $2,944.17 $1.59 $5.00 $2,950.76 PAID: $2,950.76 END OF SCHEDULE B Title to this property was examined by: Diana Cardenas Any inquiries should be directed to one of the title officers set forth in Schedule A. Cc: Baima & Holmberg/Issaquah/Cam JXB/20041123000964 (J'ortion !N'W ~ 32-24-5 J • PACIFIC NORTHWEST TITLE Order No. 580867 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 \ AFTER RECORDING MAIL TO: Mr. and Mrs. JOSEPH M. PRUSS18211 240TH AVE. SE Maple Valley, WA 98038 E2085458 " 11/Z3/2ee4 11: 18 KING COUNTY. &IA TAX SB,8S3.ee r '\ SALE $38lS,eee.ee PAGEeel OF 881 STATUTORY WARRANTY DEED dro Escrow No. 20040977-ELS Title Order No. 577096 ~~51(d1~J{ THE GRANTOR JOCELYN C. JONES, A SINGLE WOMAN FILE D BY P NWl for and In consideration of Ten Dollars ar other good and valuable consideratiOnj in hand paid, conveys and warrants to'lBASIC VENTURES, INC., a Washington Corporation the foRowing described real estate, situated in the County of King, State of Washington: Legal Description labbreviated): PTN. NW 32-24-5 additional legalis) on Exhibit' A n Assessor's Property Tax Parcel/Account Numberls}: 322405-9062-05 Subject to: Special exceptions numbers FUTU~E REAL PROPERTY TAXES as set forth in PACIAC NORTHWEST TITLE COMPANY Commltmentfor title insurance no. 577096 Issued September 22,2004 and so referenced for full particulars. State of Washington }ss. County of King I certify that I know or have $atisfactory evidence that STANLEY L. JONES islare the person(s) who appeared before me," and saidperson(s) acknowledged that HE signed this instrument, on oath stated that HE WAS authOrized to execute the instrument and acknowledged it as the ATTORNEY IN FACT of JOCelYN C. JONES to be the free and voluntary act of such party for the uses and purposes m"entioned in the'.jnstrument. Dated: Novem.~Y-" ~ 2024 Notary Public in and for. Residing at __ ~n....I..L..L'""-l~!t?....+ _____ _ My appointment expires _-.l---4~L.i-<~ ___ _ LPB-l0 2004112300OS64.002 Escrow No. 20040977-ElS EXHIBIT "A" -----,----_._-----_ .. _----_._. -. _. __ .. _ .. _--_._---- That portion of ~vernmeZ;;t ·Lot 1, section 0032, ·Township 24 North, Range 5 East, W.M.,in King County, Washington, described as follows: Beginning at Thence along o Thence north Thence south Thence south BEGINNING; the northeast the east line 088°48' 58" west 12°49'30" west 53~55'46n east corner of 0 said Government Lot; thereof, south 1°42'13" west 674.35 feet; 955.66 feeOt; 264.57 feet; 416.57 feet to the TRUE POINT OF Thence south 1°11'02" west 162.58 feet to the south line of said Government I!Ot; Thence along said lot line north 88°48'58" west 160 feet; Thence north l011'02fl oeast to a point which bears north 53°55'46" west from the TRUE POINT OF BBGINNING; Thence south 53°55'46" east to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southe~st 84~ Street. After recording return to: EXECUtIvE HOUSE, INC. 7517 Greenwood Avenue North SeatUe, Wasblngton 98103 Loan No. 19640 Grantor(s): Basic Ventures, Inc, Grantee(s): Executive House, Inc. Legal Desaiption: L NW 32-24-5 20041123000965.001 Itlllllll"" il~~TY4 11:2e • lUI 2. Additional on Page 1 Assessor's Tax ParcellD#(s): 32l405-9061-O5 SHORT FORM DEED OF TRUST TIllS DEED OF TRUST is made Ibis s'" day of OCTOBER, 2004. BETWEEN BASIC VENTURES, INc., a Washington Corporation as Grantor, whose address is 18111 -240111 Avenue Southeast, Maple VaHey, Washington 98038; and PAClFIc NORTHWEsT TITLE COMPANY OF WASHINGTON. INC. as Trustee, whose address is 215 Columbia Street. Seattle. Washington 98104: and EXECUTIVE HOUSE. INC., a Washington Comoration, as beneficiary, whose address is 7517 Greenwood Avenue North. Seattle. Washington 98103. GrantOr hereby irrevocably grants, bargains, sells and conveys to Trustee in trust, with power of sale, the following described property in King County, Washington: . FILED BY PNWT ASPBRAlTACHED TOOEllIBR wrm all tbc IaIClDellts, hmditamcnls and appurtenances, now or ........ ft<:r thcmmto· belonging or in anywise appCJ1aining, and tbc rents, Issues and profI1s Iherco( and aD other property or rights of any kind or nature whatsoever I\Irtber act forth in tbc Master FormDccd of Trust hcreinafICrrefcmd to, SUBJECT, HOWEVER, to tbcrighl.powttand auIhoritybereinaftcr given to and conferred upon Beneficiary to collect and apply IUch 1'CIits, iISuei and profits. mlS DEE!> IS FOR mE PURPOSE OF SECURING PERFORMANCE ofeac:h agrccmcntofGtanlor incorpoIated by refcrcnco of comaiutd herein and payment oftbc sum ocTilRit HuNDRED EIGHT THoUsAND AND NOnOa DOllARS tsiiitoOo.oOl with interest thereon according to the ICnnS of a JIl'OIIIiasoIy note of -.. date hm:wIlh, payabJe to Beneficiary or order and made by Grantor; an rencwals, modifications or _ions thereof; and also such IUitbcr _ as may be advanced or loaned by BenefIciary to Gtanlor, or any of their lutI:CSSOJI or issigDs, tDpthor ·with interest tIIeRon at such me as sbaIJ be agreed upon. By __ ami deDYeriJIg tIda Deed of Trust ADd the Note Hell"",. bereby. tile parties lvee thlt III proYlslolUI of Pangraphs I tIIrough 3S IRcluslve of tile Master Form Deed of 'milt beTeIDafter referred to, except IU<II plll'lJirapill as Ire spec:IJ1QIIr exdoded or modified bereia, are bereby IDearporated herelit b)' reference and made an lategral part bereof for III purpora the ...... as If Itt forth herein at I."gth, IUd the GraatAIr berdI1lD11oes nld covenaats alld agrta to folly perform all of said provision The ~ Fonn Deed 01 'milt aboft rerened to __ ...... rded 08 tile tweut)'-flflb (l5"') day or Jill)', 1968, in the 0fJIdaI Recordl of the offices of the County Audlton of the lo1lew1ug counties 18 Wa.sblligtoll la the bonk, and at tile page deslgaated after the aame of .. ell coUlltr, fD,wIt; ... ~ l!QQKQRVQb ~. AUDITOR'S ~ i!ooK QR VQl. uruil!Q. AUDITOR'S mIDiQ. I'Il.E HQ. Adams 2 ofR=ord. fastr. 513·16 122987 Lewis 7 ofOflicial Rcc. 83~2 725562 Asotin MIClOfiImed Under Auditor's No. 101896 Uncoln 107 ofMortpp 776-779 316596 Benton 241 ofOflicial Rcc. 695AoC 592931 Mason Rl:d48 Frame 83So838 236038 Chelan 688 ofOffic!a1 Rcc. 1682-1685 681844 OkanogBn 121ofMOl1pgCI Si7-519A S606S8 Clallam 315 ofOflicial Rcc. 19So198 383176 Pacific 213 ofOflicial Rcc. 649-652 55707 Clm ADd. Microfilm No. 702&S1I-70l86l G-519253 Pend 0re\IJe Z?ofMIp. 8·11 1268.S4 Columbia 490fDciedl i9S-lOt F3115 Pierce 1254 ofMtp. 707-710 2250799 CowIiIZ 747 ofOflicial Rcc. 234-231 ·675475 Sin Juan 28orMtp. 459-462 69282 Douglu 125 ofMoripses 120-123 151893 Skagit 19 orotrJCiaJ RcC. 8().83 716m Fen)' 280fDecds 41~16 ISll50 Slcamonia 47ofMtp. 41-44 70197 Fnnldin 11 ofOfrlcial Rcc. 138·141 309636 Snoh0mish233 ofOflicial Rcc. S40.S43 2043S49 Oaificld Microfilmed under Auditor's No. 13044 SpoIcaM 14 of 0fIiciaI Rcc. 1048-IOSI 376267C GnuIt 44 ofRcc. Doc. 373-376 S38241 S_ 100ofMIgJ. 394-397 390635 Grays H8Ibor 21 of <lcaCraI 31-34 207544 Thlllltoll 4S4 ofOflicial Roc. . 731·734 785350 IsIaDd 181 of Official Rec. 710.713 211628 Wahkiatum 17 ofMor1gages 811-92 i4732 Jeffcnon 4 of Official Rcc. 3i6-319 i968S3 Walla Walla 308 ofMtp. 711-714 495721 Kina S6900fMIgJ. 436439 6382309 Whatcom 82 ofOfrlciai Rcc. 85S-8S8 1047522 Kitsap 929 ofotrlCial Rcc. 48O-4S3 934770 Whitman 1 of Mise. 291·294 382282 Kittitas I II ofMOttg8Ses 361-364 348693 Yakima 712 ofOflicial Roc. 147-150 2170555 K1icki1at 101 ofMortgagcs 107·110 ·131095 /-. 20041123000965.002 , Page Two A copy of IUd Master Form Deed ofTrldt b hcreb7 fllrlllshed to the petIOli executIug thb Deed ofTrldt and by exeeadng thb Deed of Trust the Gralllor adIJIowIedges reee/pt of IUd Muter Form Deed of TRst. The property which is the subject of this Deed of Trust is not used principally or primarily for agric:ullUTal or floming purposes. The undcrsignCd Gnmtor ~U_ tbat a copy of any Nciticc of Default and of any NoIiec of Sa\e hemmcler be matled to him al the addrc.ss hereinbefore set forth. wmIESS the hande,) and seaI(s) of the Grantor(.) on the day and ycarfirsl ~ written. Oral agreemen1s or oral commjlmen1s to 10311 money extend credit or to fod!ear frpm enfprcing repayment of a debt ill!! not enro.ceabJo under Wash1ngtop law State of Washington County or KIng ) )58 ) On this day of before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared __ .....,..~-:-----,:--~ ___ --:-.....,..._~' to me mown to be the individua1(s) described in and who executed the foregoing instrument, and acknowledged to me that signed and sealed the said instniment as free and voluntary act and deed, for the uses and purposes lhetein mentioned. Witness my hand and official seal hereto affixed the day and year firSt above written. Notary Public: In and for the State ofWasbfngton, nRdmg~ _________ ~ My commission expires: STATE OF WASHINGTON . ) )~ COUNTY OF KING ..) . On this ~ of ~ me, thil undersigned, a NaIaTy PubIlc In and for ihe Sta1e Of Was\llngtlm. duly c:onuidssloned and sworn M. Pruss and Jackl S. Pruss to me known to be the President and VIce thai _led the withIri and foregolng lnsIrumenl, adInowIedged the said and deed of said corpora1lon. for the uses and purposes therein menUoned, and on author!zed to exec:uie the said Instrument and the seal. . affixed is the COfPC)IaIe seal . REqUEST FOR FUL4.RECONVEYANCE . To be used only when aD obIfgations have be$h. paid under the note and this deed of trust. TO: TRUSTEE: The undersigned Is the legal owner and holder of the note and aD other Indebtedness secured by the within Deed of Trust SaId note, together \\iIh aD OIlIer Indebtedness GeQII9d by said Deed of Trust, has been fully piIId and saUsfied; and you are hereby requested and dlrec\ed, on payment to you of the suri1s owing to you uilder the tenns of said Deed of Trust, to cancel·saId note aboYe mentioned, and aD other evidence of Indebtedness secured by said Deed of;rnm, gelfvered to you herewith, togetherWill'! the said Deed of Trust, and to recoi1vey, wI1hout.wairanty, to the partles c!esignated by the ; terms of said Deed of Trust, aD the estate now held by you thereUnder. . . -. ! Oaled,_---'-__ ~__', 20 __ MaD to: Execu1Ive House. Inc. 7517 GreenwCod Avenue North Seattle, Washington 98103 20041123000965.003 Escrow No. 20040977-ELS EXHIBIT "A" •• ______ :--_ •••• __ "_, __ ••• __ •• _:.,....._-: __ • _____________ ._ ••• h • ---.-'_ •• ' •••• P-' ___ •• _ .-'--'--•• -••• ---- That portion of GOvernment . Lot I, Secti'on ,32, Township 24 North, Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the northeast corner of said Government Loti Thence along the east line thereof, south 1°42'13" west 674.35 feet; Thence north ~8°48'58· west 955.66'feeti Thence south 12°49'30· west 264.57 feet; Thence south 53°55'46° east 416.57 feet to the TRUE POINT OF BEGINNING; Thence south 1°11'02" west 162.58 feet to the south line of said Government LOt; Thence along said lot line north 88°48' 58 n west 160 feet; Thence north 1°11'02~ east to a point which bears north 53°55'46" west,from the TRUE POINT, OF BBGINNING; Thence south 53°55 '46~ east to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southe~st 84~ Street. June 24, 2005 Larry and Cira Reymann 1313 North 38th Street Renton, W A 98056 ',. . ...., CIT~ "OF RENTON Mayor Ka~Keolker-Wheeler ELO~M, .. Subject: Kennydale Grove Short Plat Tree Concerns (File No. LUA 04-158) Dear Mr. and Mrs. Reymann: Thank you for your letter of May 3rd in which you express concerns regarding the proposed removal of cedar trees on property being developed for the Kennydale Grove Short Plat. Your comments convey the importance of these trees to you and your neighbors. You also describe the function that trees serve in filtering noise and pollutants. I understand you provided written comments to the Development Services project manag~r during the public comment period for the proposed Kennydale Grove Short Plat. The cedar trees in question are located along the south property boundary of the proposed short plat. The trees would need to be removed in order for the applicant to construct street improvements (curb, gutter and sidewalk) as required by City Code. The applicant requested a deferral from the Board of Public Works for the installation of the improvements. The deferral was granted subject to a condition that the applicant pay 150% of the cost of the improvements. As you know; the applicant decided to construct the improvements, rather than incur the 150% cost. You've asked that the City craft a resolution that would uphold the deferral and allow the applicant to preserve the c~dar trees. With the location of the trees in mind, and because there is a lack of similar improvements in the vicinity on adjacent properties, the improvements will be waived, subject to a fee in lieu to the City for 100% of the cost of the improvements. This will allow the applicant to defer the improvements and preserve the trees, without additional costs. While this may preserve the trees for the immediate future, I must remind you that the City can't require the retention of the trees over time. Future property owners may decide to remove the trees per applicable Codes if they are construed to be a hazard, or impede access to sunlight. A request to remove the trees may require replacement with a suitable scale street tree. If you have further questions regarding this issue or the Kennydale Grove Short Plat, please contact Susan Fiala, Senior Planner, at 425-430-7382. Sincerely, 1(~ MtJ 1 -WJ~~ Kathy Keolker-Wheeler Mayor Referral #13-2005 cc: Renton City Councilmembers Gregg Zimmerman, PIBIPW Administrator Jennifer Henning, Principal Planner File LUA 04-158 Tom Redding, Baima & Holmberg (Fax: 425-391-3055) Jay Covington; CAO, Mayor's Office Neil Watts, Development Services Director Susan Fiala, Senior Planner --10-5-5-S-ou-th-G-ra-d-y-W:-a-y---R-en-to-n-, W:-as-hi-ngt-o-n-9-g-05-5---(4-25-)-4-30--6-5-00-/-F-AX-(-42-5-) 4-3-0--6-52-3--~ ® This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE Mayor Kathy Keolker-Wheeler City of Renton 1055 So. Grady Way Renton, WA. 98055 Dear Mayor Keolker-Wheeler: May3,~i9ELOPMENTS~CES CITY OF RENTON MAY 04 2005 RECEIVED My family and I live in Kennydale on North 38th St., and, with our neighbors, we need to ask for your help to negotiate an impasse and save some mature (60 to 100 years old) Cedar trees growing on the South side of the Kennydale Grove Short Plat LUA 04-158. These trees are essential habitat holding the bluff above May Creek in place, filtering and cleansing runoff that ultimately ends up in our aquifer, as well as pollutants and noise from Interstate 405 that ends up in the air we breathe and the decibels we communicate in. I first wrote about this to Susan Fialla in December of 2004, and our neighbors and we were happy to hear that the City would not require that Basic Ventures Inc. cut the Cedars down in order to install the only sidewalk and curb along the entire length of North 40th St. We were then greatly disappointed to learn from the developer that he would instead be required to pay 1500/0 of that sidewalk and curb's cost to leave the Cedars in place. This additional cost dooms these neighborhood patriarchs. I am a Park Ambassador with King County for the May Creek Watershed, a Volunteer Naturalist on the Cedar River, and currently enrolled in the Watershed Steward Program offered by the W.S.U. King County Extension here in Renton. I also teach at Eastside Catholic High School. Our neighborhood is serious about preserving the Cedars, and feel they are a substantial, irreplaceable asset to our area. In speaking to neighbors, Renton community leaders, and colleagues in the environmental programs I partiCipate in, opinion is unanimous: preserve these critically important trees. Yet, when the City makes it substantially more expensive to save them rather than cut them down, it makes the prospect of their existence grim indeed. Renton recently legislated landscape requirements for plats in another district, ordinance 5100 section 44070, that mandates the preservation of assets like these Cedars, and saving these patriarchs clearly reflects the intent of this ordinance. It is certainly far greater benefit to our environment, more efficient and less expensive to save these trees instead of cutting down creatures well over a half century old, pouring concrete, and replacing them with saplings three or four years of age. Please help us find a way. v' Sincerely, Larry and Cira Reymann 1313 No. 38th st. Renton, WA. 98056 Cc: Dan Clawson, Neil Watts, Rebeccca Lind, Jennifer Henning, Tara Zimmerman, Char Baker, Valerie Robbins, Jacki and Joe Pruss, Tom Reddig CITY OF RENTON PLANNING I BUILDING I PUBLIC WORKS MEMORANDUM Date: May 6, 2005 To: City Clerk's Office From: Stacy M. Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: Kennydale Grove Short Plat LUA (file) Number: LUA-04-15S, SHPL-A Cross-References: AKA's: Project Manager: Susan Fiala Acceptance Date: January 11, 2005 Applicant: Joe Pruss Owner: Basic Ventures, Inc. Contact: Tom Redding PID Number: 3224059062 ERC Decision Date: ERC Appeal Date: Administrative Approval: February 14, 2005 Appeal Period Ends: February 2S, 2005 Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential -S Dwelling Unit Per Acre (R-S) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N. 40th St. and a private access easement. The existing residence and all outbuildings would be demolished. Location: 1424 N 40th Street Comments: Greg Fawcett PO Box 402 Fall City, WA 98024 tel: 425-222-7011 (party of record) Larry & Cira Reymann 1313 N 38th St Renton, WA 98056 tel: 425-228-8511 eml: fulmen8@hotmail.com (party of record) Updated: 01/27/05 PARTIES OF RECORD KENNYDALE GROVE SHORT PLAT LUA04-158, SHORT PLAT Joe Pruss Basic Ventures, Inc. 18211 -240th Ave. SE Maple Valley, WA 98038 tel: 425-432-3334 (owner / applicant) Dottie Adkins 1417 N 40th St Renton, WA 98056 tel: 425.271.8508 eml: cell:206.276.3064 (party of record) Tom Redding Baima & Holmberg, Inc. 100 Front Street S Issaquah, WA 98027 tel: 425-392-0250 eml: tom@baimaholmberg.com (contact) Susan Phelan PO Box 8 Renton, WA 98057 (party of record) (Page 1 of 1) Wheeler. Mayor . March 3, 2005 Tom Redding Baima& Holmberg, Inc. 100 Front Street S . Issaquah, WA 98027 SUBJECT: Kennydale Grove Short Plat LUA04-158, SHPL-A Dear Mr. Redding: . CIT~ '=>F RENTON· PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This' letter is to' inform you that the appeal period ended on February 28. 2005 for the Administrative Short Plat approval on the above referenced' project. . No appeals were filed. This decision is, final and you may, 'proceed. with :the next. step of. the short plat process. The enclosed handout, titled "Short Plat ReQording," provides detailedinformatio,nfor this process. . . .' . "., ". . ,. . . The advisory notes and conditions list~din the City of Renton Report ,& Decision dated February 14', 2005 must be satisfied before the short plat ca"n be recorded. . If you have any questions regarding the report~nd decision issued forthi's short plat proposal, • please call'me at (425) 430~7382. Forques~ionsr~ardingthe r~cording process for the 'short plat; as well as for submitting revised'plans"you'maycontact Carrie Olson at (425)430-7235. Susan A. Fiala, AICP. Senior Planner cc: Joe Pruss I Owner Greg Fawcett, Larry & Cira Reymann, Dottie Adkins, Susan Phelan I Parties of .ReCord ~F~INmA~t~04~-~15~8,~Dno~c----------------------~---------------------~R' E NTO N 1055 South Grady Way -Renton, Washington 98055 ® This paper contains 50% fficycted material, 30% post consumer AHEAD OF THE CURVE Board of Public Works 4 January 26, 2005 Page 2 • OFF-SITE DEFERRAL, KENNYDALE GROVE SHORT PLAT, LUA 04-158, 1424 North 40th Street-The applicant is requesting a deferral with a Restrictive Covenant for improvements of curbs, gutters, sidewalks, storm water drainage and street paving along N 40th Street. Action: It was Moved by Meckling, Seconded by Kittrick, to deny the deferral with a Restrictive Covenant per staff recommendations, and approve a deferral with a Security Device (in lieu of the Restrictive Covenant), subject to the following conditions: 1. A Security Device acceptable to the Board be in place to cover the deferred items on N 40th Street (curbs, gutters, sidewalks, storm water drainage, and street paving) at 150% of the costs of the deferred improvements (see attached form). 2. Applicant must provide a revised cost estimate of the improvements installation to be approved by City staff along with the corresponding Security Device. MOTION CARRIED. 4. ADJOURNMENT: Acting Chairman Christensen adjourned the meeting at 8:45 a.m. / BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, January 26, 2005 5th Floor Conference Room #511 IN ATTENDANCE: Neil Watts, Chairman, Absent Kayren Kittrick, Plan Review David Christensen, Utility Systems, Acting Chairman Larry Meckling, Building Official Juliana Fries, Plan Review Jim Gray, Fire Floyd Eldridge, Police, Absent Crystal McMeans, Recording Secretary VISITORS: Michael Luna, Park Ave Short Plat Matt Pool, Park Ave Short Plat MINUTES 1. CALL TO ORDER: Acting Chairman Christensen called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes dated December 22,2004 were approved as presented. 3. REQUESTED ACTION: • OFF-SITE DEFERRAL, PARK SHORT PLAT, LUA 04- 159,3402 Park Ave N -The applicant is requesting a deferral with a Restrictive Covenant for curb, gutter, street paving, storm water drainage and sidewalks along Park Ave N and N 34th Street. . Action: It was Moved by Meckling, Seconded by Gray to grant the deferral per staff recommendations, subject to the following condition: 1. The applicant agrees to sign and record a Restrictive Covenant to participate in any future Local Improvement District (LID) or other initiated projects to provide the improvements for curb, gutters, sidewalks, storm water drainage and street paving on Park Ave N and N 34th Street, 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. CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 15th day of February, 2005, I deposited in the mails of the United States, a sealed envelope containing Administrative Short Plat Report & Decision documents. This information was sent to: }.*:~t~L:' •. £j¥"i~.N.i@'~;I~·· ii,';' ;'t"; 'y. . '" ,}:L ,\>;~it> .Pili D~ :. .:,:;;;;.;:;;< '0c • . ~.,.... Basic Ventures -Joe Pruss Applicant/Owner Tom Redding Dottie Adkins Larry & Cira Reymann Greg Fawcett Susan Phelan (Signature of Sender): 7~ ~ STATE OF WASHINGTON ) SS COUNTY OF KING ) Contact Party of Record Party of Record Party of Record Party of Record I certify that I know or have satisfactory evidence that Stacy Tucker .;" i:~ ~':, y : Lnu. ". signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: 3 r 3-6S' Notary (Print): My appointment expires: Kennydale Grove Short Plat LUA04-158, SHPL-A , " CONCU~~r-;9~4 DAlE 02 I b oj' NAME INITIAlJDATE :>,B~ c;:Q/t-~ L. u REPORT City of Renton ~,~tlltJV (J'rUvll 100 Department of Planning / Building / Public W( m~,w~~ AJR-Wt.j, ~'I & ~UI1t1'1HA JIJR.LVn»'2 'lIM- DECISION ADMINISTRA TIVE SHORT PLAT REI Rf&£ EelSION A. SUMMARY AND PURPOSE OF REQUEST: REPORT DATE: February 14, 2005 Project Name Kennydale Grove Short Plat Owner: Basic Ventures, Inc., 18211 240th Ave. SE, Maple Valley, WA 98038 Applicant: Joe Pruss, Basic Ventures, Inc., 18211 240th Ave. SE, Maple Valley, WA 98038 Contact: Tom Redding, Baima & Holmberg, Inc., 100 Front St. So., Issaquah, WA 98027 File Number LUA-04-158, SHPL-A .1 Project Manager I Susan A. Fiala, AICP Project Description Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69- acre site located in the Residential - 8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N. 40th st. and a private access easement. The existing residence and all outbuildings would be demolished. Project Location 1424 N. 40th Street Project Location Map REPORT City of Renton Department of Planning / Building / Public Works & DECISION ADMINISTRA TIVE SHORT PLA T REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST: REPORT DATE: February 14, 2005 Project Name Kennydale Grove Short Plat Owner: Basic Ventures, Inc., 18211 240th Ave. SE, Maple Valley, WA 98038 Applicant: Joe Pruss, Basic Ventures, Inc., 18211 240th Ave. SE, Maple Valley, WA 98038 Contact: Tom Redding, Baima & Holmberg, Inc., 100 Front St. So., Issaquah, WA 98027 File Number LUA-04-158, SHPL-A I Project Manager I Susan A. Fiala, AICP Project Description Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69- acre site located in the Residential - 8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N. 40th St. and a private access easement. The existing residence and all outbuildings would be demolished. Project Location 1424 N. 40th Street (\, m Project Location Map iPL_newRB.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14, 2005; LUA-Q4-158, SHPL-A B. GENERAL INFORMATION: 1. Owner of Record: Basic Ventures, Inc., 18211 240th Ave. SE, Maple Valley, WA 98038 2. Zoning Designation: Residential-8 dulac (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) 4. Existing Site Use: Existing single family residence and outbuildings to be removed. 5. Neighborhood Characteristics: North: Undeveloped and wetlands (R-8 zone) East: Single Family Residential -(R-8 zone) South: Single Family Residential -(R-8 zone) West: Single Family Residential -(R-8 zone) 6. 7. Access: Site Area: North 40th Street 30,147 square feet 10.69 acres C. HIS TORICAUBA CKGROUND: Action Comprehensive Plan Zoning Annexation D. PUBLIC SERVICES: 1. Utilities Land Use File No. NIA NIA NIA Ordinance No. 4498 4404 2341 Date 02/2011995 06/07/1993 07/03/1967 Page 2 Water: There is an existing 12-inch water main adjacent to the site. The site is within the 320-water pressure zone. The site is outside the Aquifer Protection Area. Sewer: There is an existing 8-inch sewer main in N 40th Street. Surface Water/Storm Water: The project is located in the May Creek drainage area. 2. Streets: The existing right of way along N 40th Street is partially improved (asphalt paving and storm drainage, but no curb, gutter, street lights or Sidewalk). 3. Fire Protection: City of Renton Fire Department E. 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 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations 3. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Section 4-7-070: Detailed Procedures for Short Subdivisions Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards AdminRPT_KennydaleGroveSHPL_newR8.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14, 2005; LUA-04-158, SHPL-A Page 3 Section 4-7-150: Streets-General Requirements and Minimum Standards Section 4-7-170: Residential Lots-General Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element -Residential Single Family 2. Community Design Element 3. Environmental Element G. DEPARTMENT ANAL YSIS: 1. Project Description/Background The applicant proposes to subdivide a 0.69-acre (30,147 square feet) parcel into four lots. An existing home and associated outbuildings on the site are proposed to be removed/demolished. Lot sizes proposed are: Lot 1 at 6,000 sq. ft.; Lot 2 at 6,599 sq. ft.; Lot 3 at 6,599 sq. ft. and Lot 4 at 10,949 sq. ft. The proposal for eventual development of four new single family residences would arrive at a density of 6.4 dwelling units per net acre (du/ac). The allowed density range in the R-B zone is a minimum of 4.0 to a maximum of B.O dwelling units per acre. Access is proposed from N. 40th Street. Lot 1 would be accessed directly and Lots 2,3 and 4 would utilize a 26 ft. wide private access easement. The topography of the subject site slopes from the southeast to the north-northwest with grades ranging from five to 25 percent. All vegetation would be removed to accommodate construction of the building pads and utilities, except for those trees within new Lot 4 and the wetland buffer. An off-site Category 2 wetland is within 100 feet of the site and requires a 50 ft. wide buffer which would be contained in the northwest portion of new Lot 4. 2. Environmental Review Except when located on lands covered by water or sensitive areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-BOO(6)(a). 3. Compliance with ERC Conditions N/A 4. Staff Review Comments Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. Consistency Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat: a) Compliance with the Comprehensive Plan Designation The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The RSF designation is intended to promote and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would allow for the future construction of new single family homes, thereby promoting goals of infill development. The proposal is consistent with the following Comprehensive Plan Land Use, Community Design and Environmental Element objectives and policies: AdminRPT_KennydaleGroveSHPL_newR8.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14,2005; LUA-04-158, SHPL-A Page 4 Objective LU-FF. Encourage re-investment and rehabilitation of existing housing, and development of new residential plats resulting in quality neighborhoods that: 1) Are planned at urban densities and implement Growth Management targets; 2) Promote expansion and use of public transportation; and 3) Make more efficient use of urban services and infrastructure. The project would add four new residential lots in an existing neighborhood that has existing infrastructure including a street system. Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per net acre in Residential Single Family neighborhoods. The proposed project for four lots would arrive at a net density of 6.4 dwelling units per net acre which is within the allowable range of the R-8 zone. Policy LU-14B. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than an acre (43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater than an acre to create an incentive for aggregation of land. The site is less than one acre and all four lots would be equal to or greater than 5,000 sq. ft. after the deduction of the private access easement for Lots 2 and 3. Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and driveway easements, except alley easements. Lot sizes for new Lots 2 and 3 exclude the private access easement and comply with lot size after the deduction. Policy LU-150. Required setbacks should exclude public or private legal access areas, established through or to a lot, and parking areas. The short plat plan shows the required setbacks from the access easement and are in compliance with the underlying zoning of R-8. Objective CD-C. Promote re-investment in and upgrade of existing neighborhoods through redevelopment of small, underutilized parcels, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. The proposal will increase the number of units currently existing on the site by creating four lots. The proposal will also be include construction of frontage improvements along the front of the property consisting of curb, gutter, and sidewalk, unless deferred by the Board of Public Works which has been approved with conditions. Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. The proposal will increase the number of units within the neighborhood by creating four lots. Objective EN-D: Preserve and protect wetlands for overall system functioning. The applicant would provide the required 50 ft. buffer for the off-site Category 2 wetland. Policy EN-10. Establish and protect buffers along wetlands to facilitate infiltration .... The applicant would provide the required 50 ft. buffer for the off-site Category 2 wetland. Policy EN-2B. Minimize on-site erosion and sedimentation during and after construction. As a condition of short plat approval, the applicant will be required to adhere to the erosion and sedimentation control measures as outlined in the DOE 2001 manual. b) Compliance with the Underlying Zoning Designation The subject 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 four new single family dwelling units. The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way and private easements from the gross acreage of the site. The property does not AdminRPT_KennydaleGroveSHPL_newRB.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14, 2005; LUA-04-158, SHPL-A Page 5 contain any sensitive areas but does require the deduction of 3,120 square feet for the private access easement from the gross site area. After the deduction of 3,120 sq. ft. from the 30,147 sq. ft. site -gross (30,147 sq. ft. -3,120 sq. ft. = 27,027 net sq. ft. /0.62 net acres), the proposal would arrive at 6.4 dwelling units per acre (4 units / 0.62 acres = 6.4 du/ac), which is within the allowed range. The allowed building lot coverage in the R-8 zone is 35 percent or 2,500 square feet whichever is greater for lots equal to or greater than 5,000 square feet in size and lots less than 5,000 square feet are allowed a maximum of 50% lot coverage. Building setbacks as required by the R-8 zone, include a front yard setback of 15 feet, for the primary structure and 20 ft. for attached garages accessed from either the front or side yard. The side yard along a street setback is 15 ft. for the primary structure and 20 ft. for the attached garage accessed from either the front or side yard along a street. The minimum interior side yard setback is 5 feet and 20 ft. for the rear yard. The setbacks shown on the short plat plan appear to comply with these standards. Compliance with these development standards will be verified at the time of building permit submittal and review. Each lot would have adequate area to provide two off-street parking spaces as required by the parking regulations. The R-8 zone permits accessory structures only when associated with a primary structure located on the same parcel. All structures that currently exist on the site would be removed/demolished. Staff recommends as a condition of short plat approval that the applicant obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to recording of the final short plat. The R-8 zone requires off-site landscaping abutting non-arterial public streets (N. 40th Street). A five ft (5 ft.) wide irrigated or drought resistant landscape strip is to be installed and if there is additional undeveloped right-of-way in excess of five feet, this additional width must also be landscaped. Additionally, at least two trees of a City approved species with a minimum caliper ·of 1-% inches per tree shall be planted in the front yard or planting strip of every lot prior to occupancy. c) Compliance with Subdivision Regulations Streets: The existing right of way along N 40th Street is partially improved (asphalt paving and storm drainage, but no curb, gutter, street lights or sidewalk). Per code, the street frontage requires street improvements including but not limited to: pavement, sidewalk, street lights and curb and gutter unless deferred by the Board of Public Works (BPW). The applicant requested a deferral of improvements to the BPW and was approved a deferral with a Security Device (cash set-aside) subject to conditions, on January 26,2005. The proposed short plat is anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approval be placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. The three new lots, credit given for the existing residence, is expected to generate approximately 9.57 new average weekday trips per lot with credit given for the eXisting residence. The fee for the proposed short plat is estimated at $2,153.25 ($75.00 x 9.57 trips x 3 lots = $2,153.25) and is payable prior to the recording of the short plat. Blocks: No new blocks will be created as part of the proposed short plat. Lots: The minimum lot size permitted in the R-8 zone is 5,000 square feet for parcels less than one acre-gross. The proposed plat would create four lots, which are proposed as: Lot 1 at 6,000 sq. ft.; Lot 2 at 6,599 sq. ft.(5,039 sq. ft. net after easement deduction); Lot 3 at 6,599 sq. ft. 5,039 sq. ft. net after easement deduction); and Lot 4 at 10,949 sq. ft. The proposed lot sizes are compatible with other existing lots in this area under the same R-8 zoning classification. AdminRPT_Kennyda/eGroveSHPL_newRB.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14,2005; LUA-04-158, SHPL-A Page 6 The proposed lots also comply with the R-B requirements for minimum lot width (50 feet for interior lots and 60 feet for corner lots). The minimum lot depth of 65 feet is achieved by the four lots and thus complies with these development standards. All lots appear to have adequate building area for the construction of single-family residences when taking setbacks and lot coverage requirements into consideration. The size, orientation and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the development standards of the R-B zone. d) Reasonableness of Proposed Boundaries Access: Lot 1 would have direct access to a public right-of-way, NE 40th Street. Lots 2, 3 and 4 would be accessed via a private access easement (26 ft. wide with 20 feet of pavement). Staff recommends the establishment of a maintenance agreement for all common improvements, including but not limited to: utility and access easements, as a condition of short plat approval. Topography: The topography of the site is slopes from the southeast down to the northwest. The south portion of the site has a slope generally less than five percent with the slope increasing in steepness to 20 to 25 percent in the north portion. Only those slopes that range from 25 to 40 percent are classified as sensitive slopes. The slopes within Lot 4 are classified as sensitive slope and thus the standards of RMC 4-3-050.J.6. apply to development occurring on these sensitive slopes. The standards include: erosion control plans, on-site inspections and specified conditions of approval (as noted within this report). All vegetation would be removed for the proposed short plat development, except for those trees located within the wetland buffer and along the north/northwest property line of Lot 4 which are proposed to be retained. These trees to be retained include cedars and firs. Twenty-six trees, ranging from 6-inch to 30-inch dbh would be removed within the site. There are also several firs and cedars within the right-of-way that would be removed, including a 36-inch dbh cedar. A Geotechnical Engineering Report was submitted with the land use application as prepared by Dennis Joule, P. E., dated December 13, 2004. The report's review was included review of surface and subsurface conditions, site preparation, and foundations. The site is mapped as Indianola sand loam by the US Soil Conservation Service. The soil testing indicated that the site is underlain by clean to silty, medium dense sand. No groundwater, wet soil or color mottling was encountered in the test pits. The report continues that site soils are very prone to erosion and cohesionless and exposed sloping ground should be immediately covered with visqueen. Due to the potential impacts of erosion and sedimentation from project construction, staff recommends the following erosion control measures as conditions of project approval: • Temporary Erosion and Sedimentation Control (TESC) shall be installed and maintained according to the standards set-forth in the Department of Ecology Erosion Control Standards. • The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. Building foundations were discussed and the report indicates that the residential buildings may be supported on conventional shallow foundations bearing on firm natural soil or compacted structural fill. Within new Lots 3 and 4, the applicant's consultant recommends that no individual piers be used and a licensed geotechnical engineer review the building plans at the time of building permit review. Staff recommends as a condition of approval that at the time of building permits, additional geotechnical studies are to be completed that address building foundations. Wetlands: The applicant submitted a wetland reconnaissance prepared by Altmann Oliver Associates, LLC, dated January 25, 2005. The reconnaissance identified one off-site wetland to the north of the subject short plat and within 100 feet. The off-site wetland meets the criteria for a AdminRPT_KennydaleGroveSHPL_newRB.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14, 2005; LUA-04-158, SHPL-A Page 7 Category 2 wetland and requires a 50 foot buffer. A portion of the buffer extends on site and within new Lot 4. The applicant has shown the required buffer on the short plat plan. Staff recommends as a condition of approval that the brightly colored construction fencing along the edge of the wetland buffer be installed prior to project construction. This condition would ensure the wetland buffer is not disturbed during project construction. In addition, staff recommends that the applicant be required to construct a split-rail or other approved fence and place signage indicating the presence of an environmentally sensitive area in order to denote the edge of the wetland buffer. Lastly, staff recommends that the applicant place the wetland buffer within a Native Growth Protection Easement (NGPE), which would ensure the area is left in a natural and undisturbed state. Relationship to Existing Uses: Single family residential surrounds the subject plat as developed under the City of Renton regulations. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code, which encourage residential development. e) A vailability 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 fees. A Fire Mitigation Fee, based on $488.00 per new single family lot with credit given for the existing single family residence, is recommended in order to mitigate the proposal's potential impacts to City emergency services. The fee is estimated at $1,464.00 ($488.00 x 3 new lots = $1 ,464.00) and is payable prior to the recording of the short plat. Schools: According to the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single family residential dwelling. Based on the student generation factor, the proposed short plat would result in one or two additional students (0.44 X 3 lots = 1.32) to the local schools (Kennydale Elementary, McKnight Middle School and Hazen High School). The Renton School District has indicated that these schools can accommodate the additional students generated by this proposal. Storm Water: The applicant submitted a Preliminary Storm Drainage Technical Information Report prepared by Baima & Holmberg, Inc. dated December 14, 2004 with the land use application. The report states that there is little to no upstream runoff onto the site. The downstream analysis indicates that runoff from the site sheet flows north-northeast from the site onto the adjacent parcel. This flow continues about 250 ft. down the adjacent 25 percent slope to May Creek. May ~ Creek continues northwest for about 900 ft. where it goes under Lake Washington Blvd and the BNSF railroad tracks, flowing southwest onto the Barbee Mill property. Approximately 4/10th of a mile downstream of the site, May Creek discharges into Lake Washington. The report states there are no apparent downstream problems and there will be less than a 0.1 cfs increase in the 100 year runoff, detention is not required. There would be no more than 3,200 sq. ft. of new impervious surfaces subject to vehicular traffic, thus water quality controls are not required. Dispersion is being proposed. The Geotechnical Report stated that drainage should not be discharged on or near the top of the slopes. The report also discussed preliminary soil infiltration which indicates that the soils are conducive to infiltration. Staff recommends as a condition of approval that that the final design for drainage from the houses and driveways utilize either infiltration or direct discharge to an approved discharge point. The proposed locations of the dispersion trenches are shown on the plan. The dispersion trench within Lot 4 would drain to the off-site wetland. The runoff from Lot 1 could be piped, similar to Lots 2 and 3 in lieu of the dispersion trench. AdminRPT_KennydaleGroveSHPL_newR8.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14, 2005; LUA'()4-158, SHPL·A Page 8 H. Findings: Due to downstream flooding and erosion problems, the project is to be designed per the 1998 King County Surface Water Drainage Manual. Staff recommends this as a condition of short plat approval. The System Development Charge will be at the current rate of $715.00 per new single family lot. The fee is payable at the time of issuance of the utility construction permit. Water and Sanitary Sewer Utilities: There is an existing 12-inch water main adjacent to the site. Water service "setters" are required to be provided prior to recording of the short plat. A system development charge of $1,525.00 per single family lot is required and payable at the time of issuance of the utility construction permit. There is an existing 8-inch sewer main in N 40th Street. Dual side sewers are not allowed. Each new lot must be served with an individual side sewer. Sewer stub-outs must be installed prior to the recording of the short plat. A System Development Charge of $900.00 per each new lot is required. This fee is payable at the time of issuance of a utility construction permit. Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested Administrative Short Plat Approval for the Kennydale Grove Short Plat, File No. LUA-04-158, SHPL-A. 2. Application: The applicant's short plat application complies with the requirements for information for short plat review. The applicant's short plat plan and other project drawings are contained within the official land use file. 3. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan land use designation of Residential Single Family (RSF). 4. Zoning: The proposal as presented complies with the zoning requirements and development standards of the Residential Single Family - 8 (R-8) zoning designation, provided all advisory notes and conditions of approval are complied with. 5. Subdivision Regulations: The proposal complies with the requirements established by the City's Subdivision Regulations provided all advisory notes and conditions are complied with. 6. Existing Land Uses: Land uses surrounding the subject site include: North: Residential Single Family (zoned R-8); East: Residential Single Family (zoned R-8); South: Residential Single Family (zoned R-8); and West: Residential Single Family (zoned R-8). 7. System Development Charges: A Water System Development Charge, a Surface Water System Development Charge and a Sewer System Development Charge, at the current applicable rates, will be required for the each new single-family residence as part of the construction permit. 8. Public Utilities: The applicant will be required to install individual sewer and water stubs to serve the new lots. In addition, all existing and new fire hydrants serving the plat must be fitted with Storz fittings. I. Conclusions: 1. The subject site is located in the Residential Single Family (RSF) comprehensive plan designation and complies with the goals and policies established with this deSignation. 2. The subject site is located in the Residential - 8 Dwelling Units Per Acre zoning deSignation and complies with the zoning and development standards established with this designation provided all advisory notes and conditions are complied with. 3. The proposed four lot short plat complies with the subdivision regulations as established by city code and state law provided all advisory notes and conditions are complied with. AdminRPT_KennydaleGroveSHPL_newRB.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14, 2005; LUA-04-158, SHPL-A Page 9 4. The proposed four lot short plat complies with the street standards as established by city code provided the conditions of the approved deferral for street improvements are complied with. J. DECISION: The Kennydale Grove Short Plat, File No. LUA-04-158, SHPL-A is approved subject to the following conditions: . ft The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings V located on the property prior to recording of the final short pl~; Thr sHtisfaction of this ~nt is subject to the review and approval of Development Services. ~ ~ -17'" ex;, !ZJ 0 2. The applicant shall pay the required Transportation Mitigation Fee at the rate of $75.00 per net new average daily trip associated with the project. Credit given for the existing single family residence. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. v1". A maintenance agreement shall be created concurrently with the recording of the short plat in order to establish maintenance responsibilities for all shared improvements. 4. Temporary Erosion and Sedimentation Control (TESC) shall be installed and maintained according to the standards set-forth in the Department of Ecology Erosion Control Standards. 5. The project shall be designed and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. 6. At the time of building permits, additional geotechnical studies are to be completed that address building foundations for new Lots 3 and 4. The applicant shall be required to place a note on the face of the final short plat noting this requirement. This condition shall be subject to the review and approval of the Development Services Division. 7. The applicant shall be required to install brightly colored construction fencing along the edge of the wetland buffer prior to project construction. 8. The applicant shall be required to erect a spilt-rail fence or other fence type as approved by the Development Services Division along the edge of the wetland buffer boundary prior to recording of the short plat. A sign shall be located along the fence indicating the presence of the wetland and its . associated buffer. 9. The applicant shall be required to record a Native Growth Protection Easement for the wetland buffer located in new Lot 4 in conjunction with final short plat approval. This condition shall be subject to the review and approval of the Development Services Division. 10. The applicant shall pay the required Fire Mitigation Fee equal to $488.00 per new single family lot with credit given for the existing single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 11. The final design for drainage from the houses and driveways shall utilize either infiltration or direct discharge to an approved discharge point. This condition shall be subject to the review and approval of the Development Services Division at the time of utility construction permits. 12. The storm drainage plan shall comply with the 1998 King County Surface Water Design Manual. DATE OF DECISION ON LAND USE ACTION: SIGNATURES: Gregg A. Zimmerman, PIBIPW Administrator decision date AdminRPT_KennydaleGroveSHPL_newRB.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED February 14, 2005; LUA-04-158, SHPL-A Page 10 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between 9:00 a.m. and 8:00 p.m. No work shall be permitted on Sundays. 3. At least two trees of a City approved species with a minimum caliper of 1 Y2" per tree shall be planted in the front yard or planting strip of every lot prior to occupancy. Property Services See attached comments. 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 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Fire Department access roads are required to be paved of a 20 foot width. 3. Street addresses shall be visible from a public street. Plan Review -Storm/Surface Water 1. The drainage plan must comply with the 1998 King County Surface Water Design Manual, and with the Geotechnical Report recommendation and conditions. The Geotechnical Report submitted with the Land Use application states that drainage should not be discharged on or near the top of the slopes. This statement appears to conflict with the proposed location of dispersion trench(s) shown on the design plans. 2. The System Development Charge is $715 per new single-family building lot. This fee is due with the construction permit. 3. Temporary erosion control is required to meet Department of Ecology Standards. Plan Review -Sewer 1. The System Development Charge is $900 for each new single-family building lot being served with a new sewer service. This fee is due with the construction permit. 2. Separate side sewers (and any necessary easements) to each new building lot are required prior to recording of the plat. Plan Review -Water 1. New water service "setters" will be required to be installed prior to recording the plat. 2. All new single-family construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There does appear to be an existing hydrant in the vicinity that may be counted toward the fire protection for this project. Verification that this existing hydrant is within 300 feet of all homes is required. Any existing sub-standard hydrants will need to be replaced and/or retrofitted with a quick disconnect Storz fittings. 3. Verify that the new water service line to serve proposed lot 4 will provide adequate water pressure (with consideration for a potential Fire Sprinkler System, if required). 4. The System Development Charge is $1,525 for each new single-family building lot. This fee is due with the construction permit. Plan Review -Streets/Transportation 1. This project is required by City Code to install frontage improvements. Improvements include half pavement width, curb, gutter, streetlights and sidewalks along the existing right of ways and any new internal streets that are frontage to the site. A deferral has been requested and approved with conditions. AdminRPT_Kennyda/eGroveSHPL_newRB.doc City of Renton P/B/PW Department REPORT AND DECISION DATED February 14, 2005; LUA-04-158, SHPL-A TRANSMITTED this 14th day of February, 2005 to the Owner: Basic Ventures, Inc. 18211 240th Ave. SE Maple Valley, WA 98038 TRANSMITTED this 14th day of February, 2005 to the Applicant: Joe Pruss Basic Ventures, Inc. 18211 240th Ave. SE Maple Valley, WA 98038 TRANSMITTED this 14th day of February, 2005 to the Contact: Tom Redding Baima & Holmberg, Inc. 100 Front St. So. Issaquah, WA 98027 TRANSMITTED this 14th day of February, 2005 to the Patties of Record: Dottie Adkins 1417 N 40th St Renton, WA 98056 Greg Fawcett PO Box 402 Fall City, WA 98024 Larry & Cira Reymann Susan Phelan 1313 N 38th St PO Box 8 Renton, WA 98056 Renton, WA 98057 TRANSMITTED this 14th day of February, 2005 to the following: Larry Meckling, Building Official Stan Engler, Fire Marshal Neil Watts, Development Services Director Jennifer Henning Jan Conklin Carrie Olson Lawrence J. Warren, City Attorney South County Journal Land Use Action Appeals & Requests for Reconsideration Administrative Land Use Action Page 11 The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision, any party may request that a decision on a short plat be reopened by the Administrator. The Administrator may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the Administrator finds insufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on February 28, 2005. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Appeals must be filed in writing, together with the required $75.00 application fee, to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. EXPIRATION DATE: The Short Plat approval will expire two (2) years from the date of approval. An extension may be requested pursuant to RMC section 4-7-080.M. AdminRPT_KennydaleGroveSHPL_newRB.doc J~rqJ I ~ ________ -J ]~'I 1 I L-I __ ...!I,I , '., .. ,..,. ........ (' ... ~. ,~:"" e-~'\I" j;,' ,'1$, Iii ,,* ,If " <:,,' ~ " , ," '\,"> '-"'~~~ CITY OF RENTON SHORT .PLAT # LUA-O LND- CERTIFICA TION KNOW ALL IrIItN BY THE$[ PRtUNTS lilot we. 11'1, undtrlfontcf cnrtI." 1(1 ft. IImpl. of tl'l, ICltld """11 dnetbtO. do tiereD), ,"Ok' a thott IUtldM.10f\ Ih ... ,of and declar. 11'11, map to b. nl, Qf=t'lh: 'fPI' • .."lollon or "m,. and 1/10-1 told thort IUbdMsIon " mod. vrlttI th, r'M CC/tIMftt end if! oceordonc. with Ih' dnf,. of Ih' own., .. IN WITNESS ~tR[Cl'" WI haw HI our hand .. .£,.,' LONa t.lEIiOOw. UC. '!ITATE Of WAS/otNOTON COUNTY OF KINO 1fCANOfllliiG PlNNAao£ UNDINO CORP. I «I'll!'''' 11'1'-" 1 !CHOW 011 HA'4 SATlIP'A-ClORY t:VlXN(% THAT JE:,r LONO SI(lito THIS IHS'tALJWENT AND "''''NOWLEDOiO I'J 10 at (H19/tC1t) '"U ANO ~lAAY AC'Y 'Of' THE usn .AND PUAP09(S hCNTlCND IN THE IHSTRUIllENT, STATE (W' WA$H1NCTON ) )SS COUNTY or ICIIIIO ) ~rutt'~~~~---------------HOlAAY PUBL1C ______________ _ PRINT HAUl: 01 NOTAAY PUBLCC ______ _ "'" ------------------IIr .lPfIo.HTWtNT l:IIPllltS _________ _ ON 1HE ____ "O ... 'I' Of ________ :20 __ BE,.ORE !.IE, THE UNDERSIONEO NOTARY PUBLIC IN AND FOR THE STATE OF WA$HINOTON. PERSONAU v ,APptARED ____________ TO lIIE KNO~ TO 9t ___________________ Qr _____________ _ THAT £)CEClfTEO THE rCW'ECOINQ IN5TmlMENT. AND ACM'NDVUDQED lAID INmUMENT 10 BE lHE FRt[ AND VQ.UHTA,fIY Iocr AAD DEED or S ... ,D CORPORAllON rOR THE USES AND PUflPost1 THEfltlN MENllONED AND ON OATH ,TATtD 1HA1 _____________ ; WAS AUTHORIZED 10 [)CECU'Tt SAID INSTRUIttENT. IN WllNESS IMitREor, I HA~ HEREUNTO tET ttlv HAND AND Af'mED MY OFfiCIAL SEAL THE DAY AND 'tEAR FillS' ABO\( .. nEH. !iT ... n Of W"'SHINQ1ON ) ) 55 COUNTY Of' ICING ) 'lION"'TURE or NOTARY ;~BL~IC~~~===== DATtO MY APPOINTMENT £)PIPES PRINTED HAttIE ~E ~~ERSiONfD..Dto~AAc;.r PTIBUCiNA'NoToRTif J~ifCi W~~WoTO~~' PERSCttALLY APPEAAEO _____________ TO M£ ICNO~ 11 8E ________ ---OI rill" SAVlNQS BANIt' or RENTON THAT E)CECUTED THE fOREDCIINO INSTIlUMEHl, AkD AO<NOWLEDQ:D S.AlD INSTRUMENT TO BE THE fREE AND VOLUNTARy "Cl AN DEED OF '.tJD C~POR"'TlON FOR TI-IE USES AND PURPOS£S THtREIN WENTIONED AND ON OAlt'l '1ATED Tt'lAT __________ _ WAS AUTHORIZED TO EXECU'E SAID INSTRUMENT, IN Wl'rNESS MiEREOf', I HAVE HERtLt4TO sn I.IY HAND AND ...,.fIXED WY OFriCIAL SEAL THE DAY AND YEAR fillS' ABOVt WRlnEN, SlOHATUPtE or N01AAY ~UB~Uf.e~§~~~~~~ DATtO ~y APPOINTMENT t)cPlRES PRINTED HAWE RECORDER'S CERTIFICATE flied for record thls ...... " ... day of .......... 20 ....... Qt.. .... ~ In book .......... of" ...... ot poO ....... , .. ot the request 01 WiLLIAM SHUPE HOLMBERC. ........ 'MQ~:' ........ · .. · .. Su·j,C·oi"Roco,·;ii·· .. ·· APPROVALS: ________ _ KING COUNTY CITY OF RENTON DEPARTMENT OF.ASSESSMENTS tlomlntd ond opprowcl ,,, .. ____ dol' or _______ , 20 __ _ [",",In" and olJP(owd Ii'll, ___ dely of _______ 20_ Mm~~aUiidTni7Public Wor1I, ~------------ Deputy".MnOt A¢counl Nwnbtr 322405-9062 SYMBOL LEGEND e SUIMV WONOM!NT KlNNYDALS GROYI SHO PLAT ';) LEGAL DESCRIPTION N,W, 114 81C, la, TWN. 24 ,.~~W,M, • !U~\II:Y NQNUMENT fOUND o lUfMY NARII'ER FOUND t)II$TINO :~ ~~O~=~~"~:T~~~~ 5 EAST, . " ~ fJ" ~' W,W .. IN !tINO COUNTY, W"'SI'I.INOTOK. DESCRlStQ '.,,)J / t...I.~1&. AS fCUDWl; a~~1"" -=~T J;:~ HE COfIHUt 01 ~D / A\~' II OAS WETEA CI WAJLBOX <> U111J1v POlE C C".lCH BASN o ST""" .ANHOL' II) ''\CO MANHOLE III WATEFI M'TEfI W WAltR VALVE tl nR' HYCOANT ~ WATER W.AHHOlE i D!ClDUOUS 'lilt! AS NOT[D MAI'lE TREE a:DAR TREE .nRTR!! -IF PINE mE G) ALOER TREE lHENCE ALCINO M EAST UHE lHERECIr, • ~ 7"" IOUTi'I I'''''')" .. IT S7US nET: 1t'lENCt t«)RTM a8'48'H' M:S'I 155,ae FEE1, THENCE toulH 1""8'30-WEST aU7 nt1, lHENCE ~lt'l 51"55'48-EAst .18.&7 flET TO ,"E 1RUE POINT 01 IEOItfriMO. THtNct toLITH 1'11'02" 'I1Ilsr 14U, nn 10 tHE 'iOI.ITH UNl or SAID (JO'(fr .. "'tN1 LOT; :~c:::-:~: SoAID LOT UN! NOIIJ'~ 1I'''''e.-... 'HENCE ~ 1''''01'' tAI1 TO • PQNT *'I1CH ,tARS ..,.TH U'5a·~e· WEt1 ntDY THE TRut PQHT 01 8lQ~ 1HENet: SOUtH 13'51',,-EAtT TO 1Ht TP'Ut POI"T OF BEOI)NHOI ElCClPl THAT POFI'TION TttElltl7 M1HiH SOUTICAST 14TH ITJIlIT, 28' PRlVAIl: INClilEliB. ~=:S!N~ W~~~AWD ,....~:&C .. CRlIoCWAY PARCEL I 32240~9041 F- I~ / < ~ IQ. TAX PARCEL: 322405-9082 P-1 ,APPRO)u ...... Tt LOCAnON or EXISTINO 1Z·WATER NOTE: AU. LOll AAI or BE DETAOi&D TOTAL PARCEL AREA 0.89 ACRE, 30.147 SO.FT. EASEMENT AREA 0.07 ACRE. 3.120 SO.fT. MIG m8Jl11lNGIZ DECLARATION OF COVENANT M OWNE" f7 THE LAND OfDIIACfD WITHIN THIS SHOO PL",T, IN RtTU"N FOR TH! B!N!nT TO ACCRU! FROII ,,<. St.eDl\1SiON. BV ~ONINO H!REON CO~NAN1S. AND AOREn 10 COHVEY Ttlt ElENtf,QAL IN'TJ:REtT IN ll'lE N!W [A9QjENT ... _ ON THI. 9HORT PLAT TO ANV AND AU. MORE PUR~ ... stRS or THE LOTS, OR 01 ANY SUBDIVISIONS THEREOf'. 'floUS COVENAN1 SHAl.L RUN ~ 1HE We AS ~O~ ON THIS SHan PU1. LAND SURVEYOR'S CERTIFICATE This S"ort Plot correctly reprelentl a survey M:'ode by me Of under my direction In conformance with the requIrement. of the appropdate Stot. ond County SlatuL. and O,clln.nc. In Q!;~"I~ 20.P.t ... C.Ftlne.t. No. .. .. 1!.»~ ..... NET AREA 0.B2 ACRE. 27,027 so. FT. NUMBER OF LOTS 4 AREA BY LOT: LOT 1 AREA_SOCO son. LOT 2 AREA-6599 SO.FT.(5039 SO.FT.') LOT J AREA_659B SO.FT.(5039 son.') LOT 4 AREA-l0949 SO.FT. • AREA OUTSIDE 2B' EASEMENT ZONINO R-8 MAX ALLOWABLE DENSITY 8OU/ACRE PROPOSED DENSITY 6.44 DU/ACRE SHORT PLAT rOR KENNYDALE CROV E RECORDINC NO. " -40' SlWEfl W,lHHCU R\Y.122.8'1 INV.l01l.81.s"CCIIC • INV-toa,511.8'COHC W 110m. NAAI'GZ 1111.1·122,91 NV-1t7,t1.1S".-os s N\fIotU7.t1,1S';.o, w '\~L VDL./PAGE N 88'.7'02" W Iifll6 t'4 sa'!n'22-W 2i2O.ir ~I 1 ftitr' _ ..... SURVEY NOTES BASIS 01' BEARING tHt SOUTl'lVC:'S1 $tCTION UN! C6 stC.32-2I-S BEARIHO 5 19'03'55" £ OAlVN NAVD ea BENCH IiARK CITY OF RENTON NO. m TOP or 1tAM) NArL 2 F'EtT US! or CENTtRUNE 1NT£~C'1IOH C6 PAlIk' AVENUE NCATH AND NOPTH llfIO PlACE [L£"'~ON·'B2.0'I IN81R\JII!NTA11ON NSlRUMENl USEDI 5 SECCIND ELeCTRONIC OISTANct MEASUItiNO !JIIIT. F1tLD 9JRVEV CON",ex. .... S BY a.OSID TRA\("S£ LOOPS. IIIlNlMUlti a.DSlJAt Of' .. LOOPS WA' 1122.,OC1O. IN ACCOffO~ct WITH WAC 332 ... 130-0110, OWNER/DEVELOPER: BASIC VENTURES 18211 240T" AVE. St·'· MAPLE VALl.EY. WA 98038 ~ g BAIMA eft HOLMBERC:'lNC. ENGINEERS" SURVEYORS 100 FRONT STREET SOUTH Iss.\ouAH. WASHlHC10N S8027 DWN. BY L 1 CHKD. BY KSJ (425) 392 -.02!50 o .... TE 12/08/200~ SCALE ,"·30' JOB NO. 1673-020 DWO NO. 1673-020T SHEET 1 or 1 L,\1600\1673-DeO\dwg\1673-0eoT.cI.g le/l~/eO()4 12'07,03 PM PST , ~." ~ ......... ~ ~ .. t. .... ~ .~ "t .• , ". cr: g ~~ Il. ~Cl. § ?j:'t:j J: ~I>: VI I- ~ go'd lS1 f5~ " 1-0 '" it; ~ cr: ~ 2'" z :::;~ '" '" ~ a:: Cl. II :1 -~I! I ~I: 'II III :1 . I i ;1-:. ~ Ii I ~ \ ~ll I Ill.!l,tl. ~ I II r. I II I I I Ie 1 I I II~ ! IIIIIIJ PORTION OF THE N.W. 1/4, OF SEC. 32, TWN 24 N" RGE 5 E., W.M. S'!I<BOL LEOEND • tul'tC'l'MCIMIIN' • tIroN'MOIMItN"cu.o o U'C'f ¥Hh'Qt'1MID ...- D 0.1I0Il11. a ...... q Ull.lf't~ D CAtaI '~SIN o tTQlllIMNttQ.1 41 .............. • .. ""..,fIII M tiIU \tAL'll .Q ,.M'CItAH'l • WAttJ WNOCU i-'·" ...... .......... ......... ..... ... oo -''''' -II ,lCI!OtaIw.nu.c'tI .1'IfCIIOIIQIet.1CtI .... , 11Fl:ll ~~ .......... .-~D DElI,.. QII/HD IIOCII ... 2:: ............ "'. ..... 111 IIJUfO OlfItaIO<If ... PFWAlII ACCI!II8/II11LII!AIII!IoI!N1' 8I!CTION ". CITY OF RENTON, WASHINGTON 2S' PRIVATE INORESS. EGRESS 4< UTILITV EAstl.lENT W/20' PAVED DRIVEWAY d"'\9~~ /Jr· ..,-(,,~ \)J~' ) '\N ~ SCALE " • 30' OllNER/DEVEIoOPEJI: a •• c vtNTURtl 11211 2401H "'C. sr MAPL! VALLE", WA H038 III1QINEBR/8URVl!YOR. SAW. t«I.WBtRO. tc. 100 rRONT STRUT IHAClUItt', Wit. 11027 CIlI!.'II2I'JiI'II:llIl'" Call belor. you Dig, 1·800.424-a5aa ...... PGII*I VICINITY IAAP SURVEY NOTES a ..... OF B£AAN) '" ,rtllIIUfItCSf.~\.ICcr an-I4-. IIAIIIOIItVlrI: DATU» HAW 18 EltNCtIlUl'IC Cd'tfl~""121 tC!""..., ..... rm1US1CP contIIlIIIlIf1DItCftOII;",. "'IOU "lWNIJ~JI/OIUCl ucw."".,.aII IHS1JttAIEN1"TtOtt LEGAL DESCRIPTION ~~::="~~M~IN IMDCIIoIIIW ................ ... ....-.a..o., ... c:mtU cr .... ...-... __ .... __ ""UIC~ . tcIIMl'U"lr."m .• trl1, 1IIIIICI1ItII"III ........ " ....... If • IIOCI...". IN'»" ",".11 rut. 1IOCItIII1M P'U'''''''' " .. Prut '10 :':-=t~a. .. tU1fO" ICIUtlIl.ICcr .... ClllllClNllIifLOll IlCllClloLONOuaun&.M ..". ....... • " .. nn .. .... t,t'Dt'IAI'I''tCI .1ICWI ............ UIIII' .. 1IItt I'ftIIIM"""*'cr ........ IICIICItCMIt ........ UlttO'IIC m.cllCllll1craIllNNNOlPCC""",TI'CIJFtQI ...... ICIU'hOIT .... mm. RECO.IoIENDED r~ APP"9VAL ., " ... CHECl<ED rOR COIAl'LIANCE '. TO CITY STANDARDS ..... _-- ""---.... _--... ... -. CDR --. __ .---_._._-._------------I I --------, ---------J I \ \. •.....•. \. " ~ ZONING . ~ ~ TECllNlCAL SBllVlCllS ----Renton dit7 Umlt,l t~ 6 200 400 C3 1:4800 31 T24N R5E E 1/2 5431 ~~r~ .. , . .. ~ ,. ~. z!,NING MAP BOCI~ • RESIDENTIAL " ;) " c:EJ Resource Conservation ·l~R!.l I Residential 1 dulac "R-A I Residential 4-dulac ~ R....18 I Residential 8 dulac ~ Residential Manufactured Homes I R-10 I Residential 10 dulac I R-141 Residential 14-dulac I RM-rl Residential Multi-Family IRH-T I Residential Multi-Family Traditional I RM-U I Residential Multi-Family Urban Centere MIXED USE CENTER INDUSTRIAL ~ Center Village ~ Industrial -Heavy lut-NII Urban Center -North 0 Industrial -Medium IUC-N21 Urban Center -North 2 0 Industrial -Light @] Center Downtown- ~ Commercial/Oftice/Residential (P> Publicly owned COMMERCIAL ~ Commercial Arteria'- @] Commercial Office- ~ Commercial Neighborhood ---Renton City Limits ---Adjacent City Limits _ Book Pages Boundary KROLL PAGE PAGE# INDEX .. 1', • May include Overlay Districts. See Appendb: maps. For additional regulations in Overlay 4-Districts. please see RYe 4-3. SECTfTCJ't'YN.oRANGE. • I Printed by Print & Mail Svcs, City of Renton DATE: TO: FROM: SUBJECT: C-ITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM February 4, 2005 Susan Fiala Sonja J. Fesser ;pc!(; Kennydale Grove Short Plat, LUA-04-1S8-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: Pacific Northwest Title Company Short Plat Certificate, Order No. 580867, dated December 6, 2004, notes that Basic Ventures, Inc. is the vested owner of the subject short plat property. Currently, Jeff Long, Francis Long, Meadow LLC and Pinnacle Lending Corp. are noted under the "Certification" block. Revise as needed. Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-04-158-SHPL and LND 20-0404, respectively, on the drawing in the spaces already provided. Include "CITY OF RENTON, KING COUNTY, WASHINGTON" The overall distance noted between City of Renton Mon #s 1866 and 266 on the "CONTROL" map (2633.69') differs from the sum of the two smaller dimensions noted for the same length by a tenth. Provide short plat and lot closure calculations. Note the bearings for all the interior boundary lines of the proposed lots. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\Q4Q4\RV0501 3 I.doc February 4, 2005 Page 2 Note the dates the existing monuments were visited, per WAC 332-130-150, and what was found. 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. Note all easements, covenants and agreements of record on the drawing, if any. The city will provide addresses for the proposed lots as soon as possible. Said addresses need to be noted on the drawing. On the final short plat submittal, remove all references to trees, utility facilities, topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. Note on the drawing that the adjoining properties to the east, west and north of the subject short plat are unplatted. Remove references to zoning and density items on the drawing. Note that if there are restrictive covenants, easements or agreements to others (City of Renton, neighboring property owners, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawings and the associated document(s) are to be given to the Project Manager as a package. The short plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the short plat) need to be referenced on the short plat drawings. A new 26' private ingress, egress and utilities easement over Lots 2 and 3 is shown for the benefit of Lots 3 and 4. Since the new lots created via this short plat are under common ownership at the time of recording, there can be no easement until such time as ownership of the lots is conve~ ~~e to others, together with and/or subject to specific easement rights. Said"'26' private ingress, egress and utilities easement requires a "NEW PRIV ATE EASEMENT FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT" block to be noted on the drawing. See the attachment. 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\0404\RV0501 3 I.doc\cor Title for both oUhe 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 RESPONSmILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSmILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORMW ATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIV ATE 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 PROHmITED, 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 RESPONSmILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSmILITIES 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 PROHmITED, UNLESS PA VEMENT WIDTH IS GREATER THAN 20 FEET. PROPERTY SER ES FEE REVIEW FOR SUBDIVISIONS . 2005 -_0=...,5""'--__ APPLICANT: 1'!aAsIC YELrp 'BE S :rue RECEIVED FROM ___ ---;--;--:---,---_ (date) JOB ADDRESS: 1424 bI, 4O"J'H S I BEE J WO#_.J...,---'7 ...... ~~"'-'---1 _____ _ NATURE OF WORK: +-1 or nblOE3+ -pi ~KELJbJ.YbA' E ~F?cIVE 5HpL) LND # 20 -0404-X PRELIMINARY REVIEW OF SUBDrhsION Ii)' LONG PLAT, NEED MORE INFORMATION: -LEGAL DESCRIPTION SHORT PLAT, BINDING SITE PLAN, ETC. PID #'s -VICINITY MAP -FINAL REVIEW OF SUBDIVISION, THIS REVIEW REPLACES SQUARE FOOTAGE -OTHER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT PID# ;'22405 -9otf,e )( 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 Ord. SP LotU 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. The followtng quoted fees do NOT tnclude inspection fi /. fi h f ees, SIde sewer permIts, r w permIt ees or t e cost 0 water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) WATER -0- Latecomer Agreement (pvt) W ASTEW ATER -0- Latecomer Agreement (pvt) OTHER -0- / Special Assessment District/WATER "-0- / Special Assessment District/W ASTEW ATER /-0- Joint Use Agreement (METRO) - Local Improvement District * - Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION - FUTURE OBLIGATIONS - SYSTEM DEVELOPMENT CHARGE -WATER .. Estimated # OF UNITS/ SDC FEE -Pd Prevo .. Partially Pd (Ltd Exemption) .. Never Pd SQ. FIG. Single family residential $1,525/unit x :3 $.4,575.00 Mobile home dwelling unit $1220/unit in park Apartment, Condo $915/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 - W ASTEW ATER" Estimated .. Pd Prevo -Partially Pd (Ltd Exemption) -Never Pd Single family residential $900/unit x 3 $E!,700·~ Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x CommerciallIndustrial $0.126/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 $71S/unit x .:3 q,e I 145.00 All other properties $0.249/sq ft of new impervious area of property x (not less than $715.00) , I PRELIMINARY TOTAL $ ~ Q.4e.O.oo '< tv I 'DATE ro 0 III 0 11 U1 ,11 'ro 0 <: .. *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. .. ' ro t: Square footage figures are taken from the King County Assessor's map and are subject to change. ::l 0 Current City SDC fee charges apply to ___________________ _ EFFECTIVE January I, 2005 City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~ COMMENTS DUE: JANUARY 25, 2005 APPLICATION NUMBER: LUA04-158, SHPL-A DATE CIRCULATED: JANUA~005 ") APPLICANT: Joe Pruss PROJECT MANAGE~an Fiala ~ PROJECT TITLE: Kennydale Grove Short Plat '0· ~ J PLAN REVIEW: Mike Gotson \ v SITE AREA: 0.69 acres BUILDING AREA (gross): N/A LOCATION: 1424 N 40th ST WORK ORDER NO: 77361 Administrative Lan~ Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential-8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range . in size from 6,000 sq. ft. to·10,949 sq. ft. Access is proposed via N. 40th St. and a private access easement. The existing residence:and·· all outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housing Air Aesthetics Water Light / Glare Plants Recreation Land / Shoreline Use Utilities Animals Transportation Environmental Health Public Services ,/ Energy / Natural Historic! Cultural 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 di . nal information is needed to properly assess this proposal. ~~/O/()g-- ate Kathy Keolker.Wbeeler, Mayor FebrlJary 8, 2005 Tom Redcfing Baima 8t Holmberg, Inc. .. 100 Front Street S·· Issaquah,WA 98027 . . . Subject: Kennydale Grpve Short Plat LUA04;.158, ,SHPt-A' . Dear Mr. Redding: CIT-':>F RENTON PlanninglBUildinglPublic Works Oepartment Gregg ZiDl~erman P.E.,Administrator 't, " 'In review ·of the. submitted ,items concerning the ()ff':'sitewetland and buffer, stafffiridsthe . materials to be adequate and thus the pr()ject:~gs been taken off-hold .. Staff .will continue processingtne"lpnd'use'iapplication. ' . Please cpntact ~e at,,:42~-430.}382· if you'h~ve ~ny",.questions or by email sfiala@ci.rento'n.wa.u5."· " " " . "~' "'.'\ c~: aasicVentures.lnc. fOwner . .' '.' '." . '.' '.' . . ' Greg Fawtett. LaiTy Reyrnann. Susan Phelan. Dottie Adkins IPartiesofRecord --~---------lO~5-5-S-0u~th--G~ra-dy--w-aY---R-e-n-to-n-,W--as-h-in~gt-o-n~9~8-05-5~-----------~ . <it) This paper contains 50% recycled material, 3O"k post ronsumer , AHEAD OF THE CURVE CITY.JlF RENTON Kathy Keolker-Wheeler, Mayor PlanningIB~ing/PublicWorks Department Gregg Zimmerman P.E., Administrator January 28, 2005 Attn: Tom Redding Baima & Holmberg, Inc. 100 Front Street S Issaquah, WA 98027-3817 SUBJECT: OFF-SITE DEFERRAL KENNYDALE GROVE SHORT PLAT, LUA 04-158 1424 NORTH 40TH STREET RENTON, WA Dear Mr. Redding: DEVELOPMENT PLANNING CITY OF RE.NTON FEB,: 3 2005 . '.," -. RECEIVED The Board of Public Works met on January 26,2005 to review your application for a deferral with a Restrictive Covenant to cover installation of improvements on N 40th Street to include curb, gutter, sidewalks, storm water .drainage and street paving. A decision was made to deny the request for a deferral with a Restrictive Covenant. It was then moved to approve a deferral with a Security Device (cash set-aside) in lieu of the Restrictive Covenant, subject to the following conditions: 1. A Security Device acceptable to the Board be in place to cover the deferred items on N 40th Street (curbs, gutters, sidewalks, storm water drainage, and street paving) at 150% of the costs of the deferred improvements (see attached form). 2. Applicant must provide a revised cost estimate of the improvement installation to be approved by City staff along With the corresponding Security Device. Please find the enclosed Security Device, complete and return to the City of Renton in the provided envelope. . . As per Ordinance 4521, Section 4-34-14, you have fifteen (I 5) days from today's date to appeal the Board's decision. Appeals are to he filed in writing, with the City Clerk and require a filing fee of$75.00. ------1-O-55-S-o-u-th-G-r-ad-y-W-ay---R-e-n-to-n,-W-a-s-hi-n~gt-on-9-80-5-5-------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE t;, Kennydale Grove Short p( January 28, 2005 Page 2 rr· '. You may call Juliana Fries, Board Coordinator, at (425) 430-7278 if you have any questions or need additional information. ~ ~ , I ~,' .' \' Sincerely, .:·i':~/~~ . ".: Crystal-McMeans Recording Secretary Enclosure cc: Neil Watts, Chainnan Juliana Fries, Coordinator Gregg Zimmerman, PlBlPWAdmmistrator Michael Dotson, Plan R~view LUA 04-158 File ..... /" .<::. .'..~ !", City of Renton Department of Planning / Building / Public Works EN V I RON MEN TAL & DE VEL 0 PM E NT A PP Lie A T ION REV lEW SHE E T REVIEWING DEPARTMENT: 'ff-~..r~ ~c-$. COMMENTS DUE: JANUARY 25, 2005 APPLICATION NUMBER: LUA04-158, SHPL:A" DATE CIRCULATED: JANUARY 11, 2005 I:U:~I=IYEO u __ _ APPLICANT: Joe Pruss PROJECT MANAGER: Susan Fiala PROJECT TITLE: Kennydale Grove Short Plat PLAN REVIEW: Mike Dotson JAN 1 2 Z005 SITE AREA: 0.69 acres BUILDING AREA (gross): N/A LOCATION: 1424 N 40th ST WORK ORDER NO: 77361 UTILITY SYSTEMS Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential-8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range . "C· in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N.AOth·St. and a private access easement. The existing residence and all outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housing Air Aesthetics Water Light I Glare Plants Recreation Land I Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy I Natural Historic! Cultural Resources· Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY RELA TED COMMENTS C. CODE-RELATED 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 Dale , ,'~ .' ,,~, FROM: AI... TMANN OL lVER ASSOC I Ft=IX NO. 4253334535 _ Jan. 27 2005 07:19PM P2 Altmann Oliver Associates, LLC ·AOA I'n~l."~s.- " t··' D~~g~~~ JAN 2 ~_ January 27, 2005 Tom Redding Baima & Holmberg,· Inc. 100 Front Street South Issaquah, WA 98027r 3817 R~C~'Y~P 'Fax ('121» 3:\'\.451)9 Environmental Planning & l.ancls(:ape ArchiteCture AOA-2082 SUBJECT: Wetland Reconnaissanee for Kennydale Grove, Renton, WA OearTom: On January 21, 2005 I conducted a wetland reconnaissance on the subject property utilizing the methodology ouUined· in the 1997 Washington state Wetlands Identification and Delineation ManUal. Although no wetlands were identified on the site, one weUand was identified off-site to the north. This off-site weUand has been preViously delineated by others and the approximate location of the wetland is depicted on your site plan (Figure 1). The off-site wetland in the vicinity of the project area consisted of hillside seeps dominated by a palustrine forested plant community. Common plant spectes included red alder (Alnus rubra). salmonberry (Rubus spectabl1is), red-osier dogwood (Comus sericea). and English ivy (Hedera helix). Soils within the wetland were saturated to the surface at the time of the field investigation. Under the current City of Renton code, the off-site wetland appears to meet the criteria for a Category 2 wetland since the wetland is relatively undisturbed from physical human alteration. Category 2 wetlands currently require a standard 50-foot buffer. A previous wetland study on the property to the north indicated that the wetland might be considered a Category 1 wetland due to the presence of Chinook salmon (a federally threatened species) in May Creek, which is located several hundred feet to the north of the project site. Under the current City code, Category 1 wetlands include those wetlands that contain threatened species. However, since Chinook are found in the stream and not the hillside wetland. this portion of the code does not appear to apP%1TYOFRENTON and the Category 2 rating seems more appropriate. R E eEl V E 0 JAN 2& 2005 BUILDING DIVISION __ • ~ FROM : ALTMANN OL IIJER ASSOC .-,. FAX NO. .: 4253334535 OFFSITE wen..AND BUFFER 1-=40' . Jan. 27 2005 07: 20PM P3 a: ;\ .,,--; -'~.: AI.. mANN OLIVER !=ISSOC Ft=IX NO. 4253334535 Jan. 27 2005 07:20PM P4 Tom Redding January 27, 2005 Page 2 If you have any questions regarding the wetland reconnaissance, please give me a call. Sincerely, AL~NO~ES.LLC Jl:~nn Ecologist cc: Joe Pruss DEVELOPMENT SERVICES DIVISION ENVIRONMENTAL CHECKLIST City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 i' .s-~ ~~ ~!iJ ~ PURPOSE OF CHECKLIST: 9..~Q3 ,Ni; .~ ~~ ~ ~ The State Environmental Policy Act (SEPA), Chapter 43.21C RCW, requirJ-'~ g~.1 agencies to consider the environmental impacts of a proposal before making decisi~. An ~i';~ental Impact Statement (EIS) must be prepared for all proposals with probable significant adve~pacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are Significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark deSignations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. ~ The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NON PROJECT ACTIONS (part D). For non project actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. H:\Jobs\1600\1673-020\Documents\sEPA\KENNYDALE GROVE SEPA CHECKLIST.doc01131J05 A. BACKGROUND 1. Name of proposed project, if applicable: Kennydale Grove 2. Name of applicant: Basic Ventures 3. Address and phone number of applicant and contact person: Basic Ventures -Joe Pruss 18211 240th Avenue SE Maple Valley, WA 98038 4. Date checklist prepared: 1/31/05 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phaSing, if applicable): Summer 2005 construction 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A wetland reconnaissance report was made of the site and near-adjacent property to the north by Altmann Oliver Associates. A wetland report was prepared others for development plans on property to the north. Both report conclude that there is an offsite wetland adjacent to the north property comer of this project. A 50' wetland buffer is shown on the preliminary short plat map. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No 10. List any governmental approvals or permits that will be needed for your proposal, if known. Whatever City of Renton permits required to demolish the existing buildings, connect to the existing utilities and construct the proposed private, common driveway. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. This is a proposal to develop a 0.69-acre parcel into four single family lots H:lJobs\1600\1673-020\Documents\sEPA\!<ENNYDALE GROVE SEPA CHECKLIST.doc 2 12. location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including 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 reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 1424 N 40th Street, at the northwest comer of N 40th Street and Meadow Avenue N B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other _____ _ b. What is the steepest slope on the site (approximate percent slope?) About 25% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricuHural soils, specify them and note any prime farmland. Dense, medium sand d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. About 100± cu. yds. of cut and fill will be needed for constructing the private road and utilities f. Could erosion occur as a resuH of clearing, construction, or use? If so, generally describe. Some erosion could result from clearing and grading activities if the site were not properly stabilized g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphaH or buildings)? About 49% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: H:\Jobs\1600\1673-020\Oocuments\sEPA\KENNYDALE GROVE SEPA CHECKLlST.doc 3 2. AIR Erosion will be controlled during construction with silt fenCing, rocked construcion entrances and sediment traps. The disturbed soil will be covered with straw and/or planted grass. a. What types of emissions to the air would result from the proposal (Le., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Maybe construction equipment exhaust during construction, little long term emissions after that b. Are there any off-site sources of emission 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: None 3. WATER a. Surface Water: 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, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Honey Creek is about 250':t offsite to the north 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. None 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 affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. None 5) Does the proposal lie within a 1 OO-year flood plain? If so, note location on the site plan. No 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 H:\Jobs\1600\1673-020\Documents\sEPA\KENNYDALE GROVE SEPA CHECKLIST.doc 4 b. Ground Water: 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, containing the following chemicals ... ; 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 c. Water Runoff (including stonn water): 1) Describe the source of runoff (including storm water) and method of collection and dispoSal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters, If so, describe. Runoff will be collected and dispersed at the low end of the site, sheet flowing about 3000' to Honey Creek 2) Could waste material enter ground or surface waters? If so, generally describe. Yes, some waste material enter ground or surface waters but the site areas are less than the threshold that is generally considered a problem . d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Runoff will be collected and dispersed at the low end of the site. The dispersion trench will infiltrate and filter most of the pollutants out before there is opportunity for adverse impacts 4. PLANTS a. Check or circle types of vegetation found on the site: _X_ deciduous tree: alder, maple, aspen, other _X_ evergreen tree: fir, cedar, pine, other _X_ shrubs _X_ grass __ pasture __ crop or grain _ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eel grass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? There will be about (25) 8" to 30" pine, apple, fir and cedar trees removed with this project. H:lJobs\1600\1673-020\Documents\sEPA\KENNYDAlE GROVE SEPA CHECKLlST.doc 5 c. List threatened or endangered species known to be on or near the site. None known d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: N/A 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 ________ _ Fish: bass, salmon, trout, hening, shellfish, other _____ _ None noticed 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 None known d. Proposed measures to preserve or enhance wildlife, if any: None 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. Natural gas will heat the houses to be constructed. Wood stoveslfireplaces may augment this. 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 ill the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Housing construction will confonn to state energy codes. 7. ENVIRONMENTAL HEALTH H:\Jobs\1600\1673-020\Documents\sEPA\KENNYDAlE GROVE SEPA CHECKlIST.doc 6 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. None known 1) Describe special emergency services that might be required. None known 2) Proposed measures to reduce or control environmental health hazards, if any: None proposed b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, eqUipment, operation, other)? Nearby freeway (1405) noises may have impacts 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. Maybe construction equipment noise during construction, little long tenn noise after that 3) Proposed measures to reduce or control noise impacts, if any: None known 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Single family residential on east, west and south sides. A proposed project on the north side would develop a portion of a wooded parcel into a few single family residences. b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. A house, garage and a shed. d. Will any structures be demolished? If so, what? All existing buildings will be removed e. What is the current zoning classification of the site? H:\Jobs\1600\1673-020\Documents\sEPA \KENNYDALE GROVE SEPA CHECKLIST.doc 7 R-8 f. What is the current comprehensive plan designation of the site? Residential SF g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No, but there are wetlands adjacent to the site. i. Approximately how many people would reside or work in the completed project? About 10. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: N/A I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The lots to be created and the residences to be constructed will meet applicable city and state zoning/building codes. Single family residences will be constructed in a single family residential neighborhood. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Four middle income houses will be buiH. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. One middle income house will be removed. c. Proposed measures to reduce or control housing impacts, if any: N/A 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. H:\Jobs\1600\1673-020\Documents\sEPA\KENNYDALE GROVE SEPA CHECKLIST.doc 8 The houses will meet zoning and building codes, and will fit in with the neighborhood. b. What views in the immediate vicinity would be altered or obstructed? No. c. Proposed measures to reduce or control aesthetic impacts, if any: Tearing down the existing old house and replacing it with new houses and landscaping will improve the aesthetics of the site. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? N/A b. Could light or glare from the finished project be a safety hazard or interfere with views? Not likely c. What existing off-site sources of light or glare may affect your proposal? None d. Proposectmeasures to reduce or control light and glare impacts, if any: None 12. RECREATION a. What deSignated and informal recreational opportunities are in the immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so, describe. No C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: The nearby Gene Coulon Memorial Beach Park to the south will provide extensive recreational opportunity for area residents. May Creek Park on the east side of 1- 405 is also available. 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. H:\Jobs\1600\1673-020\Docurnents\sEPA\KENNYDALE GROVE SEPA CHECKLIST.doc 9 Not Known b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: N/A 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. N 40th Street and Meadow Avenue N provide access to Lake Washington Blvd, which provides access to other neighborhoods and freeway onramps. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No, about % mile to bus stops on Lake Washington Blvd. c. How many parking spaces would the completed project have? How many would the project eliminate? In addition to garages, the project will add at least two spaces per house. Some existing parking will be eliminated. 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? A private road will provide access to the new lots. 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. About 40. Peak traffic will occur during AM & PM commute times. g. Proposed measures to redu~ or control transportation impacts, if any: City required mitigation fees 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. There will be a slight increase for the need for public services. H:\Jobs\1600\1673-020\Documents\sEPA\KENNYDALE GROVE SEPA CHECKLlST.doc 10 b. Proposed measures to reduce or control direct impacts on public services, if any. Increased tax base 16. UTILITIES a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, 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. The City of Renton will be providing water and sanitary service. Puget Sound Energy will be providing the power and gas. c. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non- significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: Tom Redding ~I ~ZWv''t Date: January 31. 2005 H:\Jobs\1600\1673-020\Documents\sEPA\KENNYDALE GROVE SEPA CHECKLIST.doc 11 CITY F RENTON Kathy .Keolker-Wheeler, Mayor PIanningIBuilding/Public Works Department Gregg ZimmermanP.E.,Administrator January 27, 2005 Tom Redding Baima & Holmberg, Inc .. 10b Front Street S Issaquah, WA 98027 · Subject: . . Kennydale 'Grove .Short Plat LUA04-158,SHPL-A Dear Mr. Redding: .' From our recent conversation, your wetlandconsuitant has determined that a.wetland ·is . : . within 100 feet oUhe subject site'and ttler~uir~d bLiffer of this off-site wetl~nd would be. located on the subject site, . To apdres~ithis' critical' area as part of the short plat review; . a wetland delineation 'report; .~n'EnvjronmentaiChecklisN~EPA)(copy enclosed); and, a · revised short plat plan are r~qulred to be, submitted prior to proceeding .. Please provide five (5)cOJ),ies of the short plat plan ahd·three.(3) copies of the wetland repOrt and three (3) copies oOhe S~PA checklist .... . . The project has been placedon~hold'LihtiltnereqJested materials are submitted. Upon receipt of the items, staff will review therevl'sions and then takethe project off-hold and . continue processing the land use application.",.;, . . , ..." ": " · Please contact me at '. 425-43.0~7382if you have' any questions or by email sfiala@ci.renton.wa.us. , '. Enclosure cc: Basic Ventures, Inc. I Owner . Greg Fawcett, Larry Reymann, Susan Phelan, Dottie Adkins IParties of Record· ------1-0-55,-· S-o-u-th-G-ra-d--'y-'W.-a-y-.-R-en-to-n-,W.-as-h-in-gt-o-n'-9-g0-5-5---'-----~ * This paper contains 50% recYcled material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON MEMORANDUM Date: January 24, 2005 To: Susan Fiala From: Mike DOlsonp Subject: Kennydale Grove Short Plat, LUA -04-158, SHPL-A 1424 North 40th Street The following Utility and Transportation conditions and requirements concern the Environmental (SEPA) review for the subject 4-lot subdivision. EXISTING CONDITIONS WATER -There is an existing 12-inch water main adjacent to the site. The site is within the 320-water pressure zone. The site is outside the Aquifer Protection Area. SEWER -There is an existing 8-inch sewer main in N 40th Street. SURFACE WATER -The project is located in the May Creek drainage area. STREETS -The existing right of way along N 40th Street is partially improved (asphalt paving and storm drainage, but no curb, gutter, street lights or Sidewalk). CODE REQUIREMENTS WATER 1. New water service "setters" will be required to be installed prior to recording the plat. 2. All new single-family construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There does appear to be an existing hydrant in the vicinity that may be counted toward the fire protection for this project. Verification that this existing hydrant is within 300 feet of all homes is required. Any existing sub-standard hydrants will need to be replaced and/or retrofitted with a quick disconnect Storz fittings. 3. Verify that the new water service line to serve proposed lot 4 will provide adequate water pressure (with consideration for a potential Fire Sprinkler System, if required). 4. The System Development Charge is $1,525 for each new single-family building lot. This fee is due with the construction permit. H:IOivision.sIOevelop.ser\Oev&plan.ingIPROJECTSI04·158.SusanlKennydale grove SP GF.doc SANITARY SEWER 1. The System Development Charge is $900 for each new single-family building lot being served with a new sewer service. This fee is due with the construction permit. 2. Separate side sewers (and any necessary easements) to each new building lot are required prior to recording of the plat. SURFACE WATER 1. The drainage plan must comply with the 1998 King County Surface Water Design Manual, and with the Geotechnical Report recommendation and conditions. The Geotechnical Report submitted with the Land Use application states that drainage should not be discharged on or near the top of the slopes. This statement appears to conflict with the proposed location of dispersion trench(s) shown on the design plans. 2. The System Development Charge is $715 per new single-family building lot. This fee is due with the construction permit. 3. Temporary erosion control is required to meet Department of Ecology Standards. TRANSPORTATION 1. This project is required by City Code to install frontage improvements. Improvements include half pavement width, curb, gutter, streetlights and sidewalks along the existing right of ways and any new internal streets that are frontage to the site. CONDITIONS 1. Temporary Erosion Control shall be installed and maintained in accordance with the Department of Ecology Standards and staff review. 2. A Traffic Mitigation Fee of $75.00 per additional Average Daily Trip shall be assessed. H:IDivision.sIDevelop.ser\Dev&plan.ingIPROJECTSI04·158.SusanlKennydale grove SP GF .doc City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~L 1..1-___ ~5·lfl':.lt..,iJ!"-~.1,,..-~_<t->COMMENTS DUE: JANUARY 25, 2005 APPLICATION NUMBER: LUA04-158, SHPL-A DATE CIRCULATED: JANUARY 11, 2005 . (',-,._ APPLICANT: Joe Pruss PROJECT MANAGER: Susan Fiala PROJECT TITLE: Kennydale Grove Short Plat PLAN REVIEW: Mike Dotson JiUu , . Ceo &J SITE AREA: 0.69 acres BUILDING AREA (gross): N/A ~ 2005 LOCATION: 1424 N 40th ST WORK ORDER NO: 77361 CUILDING DIIIlc-,,.. ''''''v Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential-8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sqAt.·to.·10,949 sq.-ft. Access is proposed via N. 40th St. and a private access easement. The'existing residence' and all outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housing Air Aesthetics Water Light I Glare Plants Recreation Land I Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy I Natural Historic;! Cultural, Resources' Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY RELA TED COMMENTS C. CODE-RELATED COMMENTS plication with particular attention to those areas in which we have expertise and have identified areas of probable impact or i/J4~~wJ.·&-needed to properly assess this proposal. City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P1 ~Vl 'C22.,,,, {a, 0 COMMENTS DUE: JANUARY 25, 200,5 ~" I APPLICATION NUMBER: LUA04-15B, SHPL-A DATE CIRCULATED: JANUARY 11, 2005 n -.". ~~ :. V '= "-' APPLICANT: Joe Pruss PROJECT MANAGER: Susan Fiala JMlV I j 2nnt; PROJECT TITLE: Kennydale Grove Short Plat PLAN REVIEW: Mike Dotson SITE AREA: 0.69 acres BUILDING AREA (gross): N/A ~ u/v/~/ON LOCATION: 1424 N 40th ST WORK ORDER NO: 77361 Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential-B Dwelling Unit Per Acre (R-B) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N. 40th St-and a private access easement. The existing residence and all outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housing Air Aesthetics Water Light / Glare Plants Recreation Land / Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy / Natural Historic! Cultural Resources· Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY RELA TED COMMENTS C. CODE-RELATED COMMENTS We have reviewed t' pplication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas when ad . onal nformation is needed to properly assess this proposal. , Oat City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET COMMENTS DUE: JANUARY 25, 2005 APPLICATION NUMBER: LUA04-158, SHPL-A DATE CIRCULATED: JANUARY 11, 20;Q5EIrYn, __ APPLICANT: Joe Pruss 'I t:: C ~. ''''IVTOrv PROJECT MANAGER: Susan Fiala ,;;;1 .;' vt:::".. PROJECT TITLE: Kennydale Grove Short Plat PLAN REVIEW: Mike Dotson JAN 1 J _ -IJ SITE AREA: 0.69 acres BUILDING AREA (gross): N/A 81 I '" tfl05 LOCATION: 1424 N 40th ST WORK ORDER NO: 77361 '-'IV . Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential-8 Dwelling. Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed viaNo 4Oth-St. and aprivate access easement. The existing residence and all outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housing Air Aesthetics Water UghtlGlare Plants Recreation LandI Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy I Natural Historic! Cultural Resources· Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY RELA TED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed t' plication with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w~ere. d . onal i fo ation is needed to properly assess this proposal. /z. 10.. =D+~~~L_~~t~:~O~~~------------- S# \PD') Project Name: Project Address: Contact Person: s \06 fR05S Permit Number: Project Description: .fQuCl.. LDT Sf g, "E>~er flAT Wrrn Q~E: @~n~ H,oo% Land Use Type: E2l'Residential o Retail o Non-retail Calculation: y_ \:: 3", q.Sl LB.I\ y.. 'le:,. ~ Method of Calculation: a-ITE Trip Generation Manual, 7th Edition o Traffic Study L'l.\ 0) SFR. q.c:, 7/ (,.\ot.-te' o Other -Z.8·" J\cA.~L +v "F _ $2.,\5:S.&.S Transportation Mitigation Fee: --.:at:&~d;;.:.L..J \:.::5~3L:..:""d.;~'O~ _________ _ Calculated by: 1S.~c1o Date: 11 10J ~ I ) Date of Payment: ___________ --.;. ____ _ City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ?Q'I'""it:~ COMMENTS DUE: JANUARY 25,2005 APPLICATION NUMBER: LUA04-158, SHPL-A DATE CIRCULATED: JANUARY 11, 2005 APPLICANT: Joe Pruss PROJECT MANAGER: Susan Fiala PROJECT TITLE: Kennydale Grove Short Plat PLAN REVIEW: Mike Dotson SITE AREA: 0.69 acres BUILDING AREA (gross): N/A LOCATION: 1424 N 40th ST WORK ORDER NO: 77361 Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential - 8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N. 40th St. and a private access easement. The existing residence and all outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housing Air Aesthetics Water Light / Glare Plants Recreation Land / Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy / Natural Historiel Cultural 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 w re additional i 0 ation is needed to properly assess this proposal. City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Lon~1.(G.41oY\ 5vC6. COMMENTS DUE: JANUARY 25,2005 C':i _-J1. f ''-" J, ."_ , APPLICATION NUMBER: LUA04-158, SHPL-A DATE CIRCULATED: JANUARY 11, 2005 APPLICANT: Joe Pruss PROJECT MANAGER: Susan Fiala PROJECT TITLE: Kennydale Grove Short Plat PLAN REVIEW: Mike Dotson 8llll n .. SITE AREA: 0.69 acres BUILDING AREA (gross): NIA LOCATION: 1424 N 40th ST WORK ORDER NO: 77361 Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential-8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N. 40th St. and a private access easement. The existing residence and all outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housina Air Aesthetics Water Light I Glare Plants Recreation Land I Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy I Natural Historic! Cultural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY RELA TED COMMENTS C. CODE-RELATED 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 whe (Jditional information i needed properly assess this proposal. Date City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~\.~<Z....-COMMENTS DUE: JANUARY 25,2005 """l APPLICATION NUMBER: LUA04-158, SHPL-A DATE CIRCULATED: JAN~Y 1n~ 2«q,5 ffi. n ~i7 r'" r Y if Ir ' " \1/ ~...... I \ 1 J~! I I I I! I \ " APPLICANT: Joe Pruss PROJECT MANAGER: Su ,~n.~i~lTa ' . : l' PROJECT TITLE: Kennydale Grove Short Plat PLAN REVIEW: Mike DotS0lf, \ U II ." Itfl~!<: 1\ L; i; SITE AREA: 0.69 acres BUILDING AREA (gross): 'J/ U 111'\111 I' (J!IJ'I!M I~-' j fA I , LOCATION: 1424 N 40th ST WORK ORDER NO: 77351 J , I ._., _~ __ nrIl.IT!'""\r.I 1 Ad~inistrative Land Use Action (Short Plat Revi~w) for a four (4) lot subdi~ision of a 0.59-acre si ~ lo~ated i~~f~r~~i8t~JMJ R_nwe.ll~ Unit Per Acre (R-8) zone. The proposed lots are Intended for the eventual development of detached single-family homes. The lots range in size from 6,000 sq. ft. to 10,949 sq. ft. Access is proposed via N. 40th St. and a private access easement. The existing residence and aU outbuildings would be demolished. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Necessary Environment Minor Major Necessary Impacts Impacts Information Impacts Impacts Information Earth Housing. Air Aesthetics Water Ught/Glare Plants Recreation Land / Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy / Natural Historic! Cultural Resources· Preservation Airport Environment 10,000 Feet 14,000 Feet -f tf~ ;() le/ ' t {) B. POLICY RELA TED COMMENTS C. CODE-RELA TED COM~ENTt I q vW-.f::>1 ~ e e Inll1.el1. -j DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM January 12, 2005 Susan Fiala, Senior Planner Jim Gray, Assistant Fire Marshal ~ Kennydale Grove Short Plat, 1424 N 40th St. 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. Fire Department access roads are required to be paved, 20 wide. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions. 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: ________ ~KE~N~N~Y~D~AL~E~G~R~QV~E~ ________________________________ _ APPLICATION NO: ________ ~B~A!o!.S I~C.!...._!.V ..... ENu.T.!..lU.u.:R~EL.t.!.S ..... , .... I!..!;Nu.C...:..,' ____ -=L~l{..::...~...:.....=.o_I.{!....-~/£lf= __________ _ 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 SEE ATTACHED Q:\WEB\PW\DEVSERV\Forms\Planning\owners.doc08129/03 ASSESSOR'S PARCEL NUMBER OEVaOPMEIIlT PLANNING CITY OF RENTON DEC 1 6 200~ RECEIVED (Attach additional sheets, if necessary) NAME ADDRESS Applicant Certification ASSESSOR'S PARCEL NUMBER I, _____ CAM __ K_E_I_T_H _______ , hereby certify that the above list(s) of adjacent property (Print Name) ~ owners and their addresses w~re obtained from: n83cO~NMN~:,~IE~8;";;A~B~C~O:o::tlC"'=,::ta.{-' TItle Company Records NOThRY Pi IB' Ie : JZ:2King ounty Assessors Records STATE OF WASHINGTON ~ ~ ~~~MJSSION EXPIRES 'Signed,_J.:~:::...:::::........e::....:......-==:.:.....L:===::::::::==___ Date 12/.Ie..:re-r TEM8ER 22, 2005 ~~~ -~ NOTARY ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the State of Washington, residing at iJe«lLIrn <'" 4 JA on the ~11tcJay of D ueaa.bu , 20~. Signed~l; t6~ (Notary Public) ****For City of Renton Use**** ,.. ... ""'''" .. eo." AR "~'I CERTIFICATION OF MAILING _.:--.... ~ ..... ~~yl\l Ie", .: .... cpMM1s&· •• +.', I, PQ.w;~ ~d~\)'\, (City Employee) ,. ~. d'J-..;!a:·."'l.', , hereby certify that notices of the proposed appl~ wer~ ,~I~o~ ~ , -'. .-, .., ~~ (") ~ eact1liste~ .~~ope,rtyi·<?wner on L ( , CL 06 Sign"!l.~~ , -'. -v W"\ ><'::I: II' ~ m: ~ ..... ~ -o:m ~ ~ 0 ~.~ ~ ~ $: ..... ~ ~ ~ ·.~n Ie ~: """ ... ,.~ c:, .. '1'" Date·. I -11 ,. o....:.t. "t;. .... C}:> .... : ~, 7J~" ." '111 , ty/NGTO~ ----"\\\.\.,'''' ....... , ... ~ .... NOTARY A ~T: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing at enft:tn .., on the 13 day of ~ ,20Q2..,. Si ned ern MARILYN KAMCHEFF MY APPOINTMENT EXPIRES 6-29-07 Q:\ WEB\PW\DEVSERV\Fonns\Planning\owners.doc 2 PACIFIC NOR1HWEST TITLE Company of Washington, Inc. Date: 12/2/2004 Attn: Cam Baima & Holmberg Residential Realty 100 Front Street South Issaquah, Washington 98027 Prepared By: Sharon Trujillo Customer Service Department D Property Profile D Parcel Map D Vesting Deed/Conveying Document D Deeds of Trust D Comparable Sales D Demographics ~ Radius Search D FarmlPhone List D Legal Description D LabelslDisk Notes: Radius search for 1424 North 40th Street, Renton, Washington 98056 Thank you, Shafo~ Trujillo· The information provided is deemed reliable, however, is not guaranteed. All taxpayer information iso~tained via public records. Any request to be removed from phone or mail lists should be directed to the Direct Marketing Association (DMA). For additional questions or assistance, refer to http://www.dmaconsumers.org/ Customer Service Department 215 Columbia Street. Seattle. WA • 98104 Phone (206) 343-1323 • Fax (206) 343-1334 C S @.p n w t . com • h t t P : II w w w . p n w t . com .IFIC NORTHWEST TrJ.E ~ ____________________ ~~OPERTYPROFILE ______________________ -4 Parcel ID :322405 9062 Bldg :1 Total :$256,000 Owner : Jones Jocelyn C Land :$128,000 CoOwner Struct :$128,000 Site Addr :1424 N 40th St Renton 98056 % Imprvd :50 Mail Addr :1424 N 40th St Renton Wa 98056 Levy Cd :2100 Sale Date Doc# 2004 Tax :$2,950.76 SalePrice Deed Phone :425-235-0652 Loan Amt Type Vol: Pg: Use Code :002 RES, SINGLE FAMILY RESIDENCE MapGrid :626 D2 zoning :R-8 NbrhdCd :063003 Sub/Plat --CENSUS Legal :STR 322405 TAXLOT 62 BEG AT NE COR Tract :OF GL 1 TH S 674.35 FT TH N Block :88-48-58 W 955.66 FT TH S 12-49-30 QSTR :NW 32 24N 05E >. PROPERTY CHARACTERISTICS Bed:tooms :3 1st Floor SF :810 Year Built i'. : 1945 Bath Full :1 2nd Floor SF :490 Eff Year Batn 3/4 Half Floor SF Bldg Matl Batq. 1/2 AboveGrnd SF :1,300 Bldg Cond :Vy Good Fir~place : 1 Bsmnt Finished Bldg Gi-ade :Avg Laundry Bsmnt Total SF :140 Interior Porch :Yes Building SqFt :1,440 Insulation Deck :Yes .DeckSqFt :440 HeatSource :Electric Stories :2 Garage Type Heat Type : Elec\baseboard Units :1 Attached GrgSF Air Method Nuisance :Traffic Noise Bsmnt ParkingSF Wtr Source :Water District Easements Basement Type :Yes Sewer Type : Public LAND INFORMATION OTHER INFORMATION St Access : Public Beach Acc WtrFront WtrFntLoc WtrFrntFT VieW-Mountain View-Mount Rainier view-Olympics View-Cascades Lot SqFt :30,492 Lot Acres :.70 Lot Shape Tde/Uplnd TopoProbd VIEWS St Surface Elevator Sprinklers Golf Adj View-Lake/Rvr View-Lake Sammamish VieW-Lake Washington: VieW-Territorial : Paved Soundproof Storage Security :No View-Puget Sound View-Seattle Skyline View-Other The Information Provided Is Deemed Reliable, But Is Not Guaranteed. :::: · I I 12$ I ~"V / ~ ...... .. 1\1 ~/ . Parcel Number 2212000010 2212000020 2212000030 2212000040 2212000050 2212000060 2212000070 2212000080 2212000090 2212000100 2212000110 2212000120 2212000130 2212000140 2212000150 2212000160 2212000170 2212000180 2212000190 2212000200 2212000210 2212000220 2212000230 2212000240 2212000250 2212000260 2212000270 2212000280 2212000290 2212000300 2212000310 2212000320 3224059038 3224059039 3224059041 3224059043 3224059046 3224059054 3224059081 3224059083 3342700516 3342700521 3342700523 3342700524 3342700525 3342700526 3342700527 3342700528 3342700530 3342700531 3342700532 3342700533 3342700534 3342700535 3342700536 3342700537 ~'fetroScan / King (WA) Owner Name Secretary Of Vet Affairs Mclaughlin Properties LIc Youngblood Jon C Wywrot Lois R Igelmund Darrell & Linda Hutton Ronald E Luger Therese M Igelmund Darrell & Linda Gurel Mehmet Trust Gibson Lance MlCaren M Flores Maria Kelly Kimberly Ann Pak Sung H Gurel Mehmet Carl Kenneth J Robinson Laura A Harrison James P & Jane M Ernst Lee E Rich Foster Inc ~astillo Juan Francisco Anguiano Good Bruno & Ann E Harwood Charles H/Sharon Lynn Egenes Dane A Muscat James P & Jane M Lee Tae S Newing Andrew H Allen Colleen Wagner Beverly J Boots Sherice Houser Paul W Jr & Amy S Nagamine Family Trust Pt Brace Jeanette Dieu Randy/Julie Lange Robert HlElizabeth L Palka Adam & Eva Fawcett Clarissa M Trust Weisenberger Nadine Hauer Alfred H Fawcett Clarissa Marsh Douglas R;Brown Gloria Jean Benchmark Const Ltd Raczkowski John DinhGam Burpee Michael Routh Troy MlJennifer S Kloetsch AndrewlBonnie Hawes Joshua Barthelme Bonita M Lim Sung Watkins Ken W Lissman Olga A Matthews Matt AlJennifer L;+ Tasca Edward L Pontikis Alexis Richards Melissa A Adkins Dorothy P Site Address YB Owner Phone 4100 Lake Washington Blvd N #A10 Rento 1980,-'."Su.Ff.·(,ie.tl+-Mt(rtS$ ,)4os- 4100 Lake Washington Blvd N #A10 Rento 1980 4100 Lake Washington Blvd N #A10 Rento 1980 425-271-3286 4100 Lake Washington Blvd N #A10 Rento 1980 4100 Lake Washington Blvd N #A20 Rento 1980 4100 Lake Washington Blvd N #A20 Rento 1980 4100 Lake Washington Blvd N #A20 Rento 1980 4100 Lake Washington Blvd N #A20 Rento 1980 4100 Lake Washington Blvd N #B10 Rento 1980 4100 Lake Washington Blvd N #B10 Rento 1980 4100 Lake Washington Blvd N #B10 Rento 1980 4100 Lake Washington Blvd N #BlO Rento 1980 4100 Lake Washington Blvd N #B20 Rento 1980 4100 Lake Washington Blvd N #B20 Rento 1980 4100 Lake Washington Blvd N #B20 Rento 1980 4100 Lake Washington Blvd N #B20 Rento 1980 4100 Lake Washington Blvd N #ClO Rento 1980 4100 Lake Washington Blvd N #ClO Rento 1980 4100 Lake Washington Blvd N #ClO Rento 1980 4100 Lake Washington Blvd N #ClO'Reiito 1980 4100 Lake Washington Blvd N #C20 Rento 1980 .'. 4100 Lake Washington Blvd N #C20'Rento 1980-A4k.mfkd Not 1410\.01\'\ .ho/ds 4100 Lake Washington Blvd N #C20'Rento 1980 4100 Lake Washington Blvd N #C20 Rento 1980 4100 Lake Washington Blvd N #DlO'Reiito 1980 4100 Lake Washington Blvd N #D1O'Rento 1980 " 4100 Lake Washington Blvd N #DlO:Reilto 1980 " 4100 Lake Was~gtonBlvd N #D10'Rimto 1980 425-226-4460,1 4100 Lake Washington Blvd N #D20'Rento' 1980-~to ~ 1/2.".:6 4100 Lake Washington Blvd N #D20 Rento 1980 4100 Lake Washington Blvd N #D20 Rento 1980 831-724-3583 4100 Lake Washington Blvd N #D20 Rento 1980 1312 N 40th St Renton 98056 1993 4017 Park Ave N Renton 98056 1905 1412 N 40th St Renton 98056 1969 425-226-9015 4008 Meadow Ave N Renton 98056 1949 425-228-7747 1324 N 40th St (No Mail) Renton 98056 1955 1330 N 40th St Renton 98056 1991 425-255-4440 *no Site Address* Renton 1328 N 40th St Renton 98056 3901 Meadow Ave N Renton 98056 1315 N 39th St Renton 98056 1321 N 39th PI Renton 98056 1411 N 39th PI Renton 98056 3904 Park Ave N Renton 98056 3909 Meadow Ave N Renton 98056 3915 Meadow Ave N Renton 98056 3919 Meadow Ave N Renton 98056 3921 Meadow Ave N Renton 98056 3924 Park Ave N Renton 98056 3930 Park Ave N Renton 98056 3927 Meadow Ave N Renton 98056 3936 Park Ave N Renton 98056 1317 N 40th St Renton 98056 1401 N 40th St (No Mail -> Renton 98056 1417 N 40th St Renton 98056 1996 1993 2001 2001 2001 1963 2000 2000 1977 1927 1969 1977 1978 1969 1959 1953 425-228-7747 425-271-9109 425-277-1190 425-271-8508 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. . . . Parcel Number 3342700538 3342700539 3342700540 3342700544 3342700546 3342700548 3342700550 3342700552 3342700632 3342700634 3342700636 3342700640 ."; ',: ~fetroScan / King (WA) Owner Name Carlson Kathleen & Russel Henderson Sara L Abbott Charles C III/Amy C Popal Ahmad WlMadina Richter Gary Hughes JrlKristina L Parks Barrett G Jan-wes Homes Inc #17441 Lee Donald Dierst James F Hinchey MichaellBonnie Fiedler Jeffrey RlSharon G Perry Stephen Jffamara M Site Address 1409 N 40th St Renton 98056 1325 N 40th St Renton 98056 3932 Meadow Ave N Renton 98056 3930 Meadow Ave N Renton 98056 3940 Meadow Ave N Renton 98056 3920 Meadow Ave N Renton 98056 3922 Meadow Ave N Renton 98056 3926 Meadow Ave N Renton 98056 1416 N 39th St Renton 98056 1410 N 39th St Renton 98056 1404 N 39th St Renton 98056 1328 N 39th St Renton 98056 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. YB Owner Phone 1959 425-255-0149 1959 1915-~feJ (ltf-[l.p~nl 2000 1/2'( 0& 2000 2000 425-390-1507 2000 2000 425-271-2900 2001 2001 2003 2003 ." . .,.. .. -' A IIZster AppUcation hal: been fiJed and ~ with the 0e'V1liopment Services DMsIon at the Clty of Renton. The foDowtng btMfIy clescrtbes the appBca60n and the masury PubIk: Apptova!s. PROJECT tlAMElHUIiBER: KennyclaktGcove Short Ptat/LUAQ4.158, SHPL-A PROJECT DESCRIPTION: ~ Land Use Action (Short Plat Review) for a tow (4) lot subdivision ala O.69-acre site located In the Residential· 8 DweII&1g unit Per /lao (R-8) zone, The proposed lots lint Intended tot the eventual devetopment of detached slngle-famly homes. The lots range In size rrom 6,000 sq. It to 10,949 sq. It Access Is proposed via N, 40th Sl and a private access easemenl Tho existng residence and aD ouIbuIdlngs MMd be -.... PROJECT LOCATION: 1424N40a St PU8UC APPROVALS: APPUCAHTIPROJECT CONTACT PERSON: Tom ReddIng, Td: 425-392-0250. £mal: IDm@bamahoIrnbe.CDTl CormIents on the above eppIIc:ation must be submittBd In wrtl#'Ig to SUsan F'1aIa, Project Manager, 'Development Services DMsIon. 1055 South Grady Way, Renton. WA 98055, by 5:00 PtA on January 25, 2005. It you have questions about this proposal. 01 wish to be made a pat)' of recoro and receive additionat notifrcatlon by mal. cantact the Prqect Manager at (425) ~7382. AAyone whet submits WTIIl'en axm-nents will automatically become a pat)' of teCOI'd and wi be notified of anydeclslononlhlspnljed. - PLEASE INCWDE THE PROJECT NUMBER WHEN CALUNG FOR PROPER ALE IDENTIFICATION DATE Of APPUCAnON: December 16,2004 NOTICE OF COMPLETE APPUCATlON: ~anuary 11. 2005 fie Name I No.: Kennydate Gro¥e Short PIalI LUA04-158, SHPL-A ~------------------------------------------~~'-------------------------TElEPHONENO.: __________ _ -' CERTIFICATION DATE: \/U (OS ----.~~~------- A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. ' PROJECT NAME/NUMBER: Kennydale Grove Short Plat I LUA04-158, SHPL-A PROJECT DESCRIPTION: Administrative Land Use Action (Short Plat Review) for a four (4) lot subdivision of a 0.69-acre site located in the Residential - 8 Dwelling Unit Per Acre (R-8) zone. The proposed lots are intended for the eventual development of detached single-family homes. The lots 'ra'ngein" size from" 6;000"sq: 'ft. to 10,949 sq. ft. Access is ' proposed via N. 40th St. and a private access easement. The existing residence and all outbuildings would be demolished. PROJECT LOCATION: 1424 N 40th St PUBLIC APPROVALS: Administrative Short Plat Approval . APPLICANT/PROJECT CONTACT PERSON: Tom Redding, Tel: 425-392-0250, Email: tom@baimaholmberg.com Comments on the above application must be submitted in writing to Susan Fiala, Project Manager, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on January 25,2005. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-7382. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. ' I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF APPLICATION: December 16, 2004 NOTICE OF COMPLETE APPLICATION: January 11, 2005 DATE OF NOTICE OF APPLICATION: ~ 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 South Grady Way, Renton, WA 98055. Rle Name I No.: Kennydale Grove Short Plat I LUA04-158, SHPL-A NAME: ______________________________________________________________________ _ ADDRESS: ______________________________________________________________ _ TELEPHONE NO.: __________________ _ ...... " ", : \ ' , . .'. ' ",' . , r c Ka~hy Keolk~r-Wheele~, Mayor .' ..... ' " ,~" . "'''' Super-ihtend~nt;s .Office' , Renton School District #403 . , ",,: ' 300 SW i~ 'Street ' '. ' . . , , .. , .. ' ... '. " , , . .-,' : R~nton~ WA98055:-2307 ',,," .' . 0' ", , ~ .< , . " •• t ", ~... " ',. , . : . ~ .:: : , , . "'::', ?' -.' ~ ; ',.'-'CITY ·.'RENTO,N." .' Pl~g;Buildirig/PublicW9rks Department· '.':, . Gregg Ziinmerm.an r.E., Administrator -, ,~, ~ ." , ,... . , " . " " . '" ;' .. ,> • ' .. /, . :J." '.~ , ' ' J. ". ' " " : ~. -, '. . ,'" . RECE.IVE'O'" < .... ''-JAN 1 9 .1005 '" . . ' . TRANSPOR"TATION,DEPT" " .J ' " ~' , .' , t ' . :,' Subject: -.:' .. _~KerJoy.d~'leJ3:~o_\l.E(Sbdr:t Plat- . LLUA"Q4-HS8,.Sl::IPL-A, 7 .: .... ." . -t·' _-:-~"1'"""-~----:," .. -.. --~;_ .. -:-"';" ','\ ~ ". . . ~ .' .' 'Th'ebty '.Qf,' Reni~n .'D~v~lo·prn~·nt . se·rVi·ces:Dlvisi~n.· ~a~:'r~c~'ived' an: ap·PI1C~ti~~. f~; ~ S~brtPla't . '.'. ,located at 1424 N 40th St.' Please see the enclosed Notice'()f Application for further details.' :. -.. {n~rder t6:proce~s 'thiS' ap:PII:cati~n:·t~e·:~eV~lbP~e~·t\;ervice~~ ~iViSio~'~:~ed~tokn~~:w'h:iCh .'; .. ; .. Renton schools would . be' aUEimded ~by child'ren IrVIng In· residenceS: at ·thelocat,ion' ~indicated . . .'. ab,ove ... Please Jiil.jri th~. approp'riate schools;on th~'list· b~loW and' ret~Tn this letter ·to ITlY .. : '. " .. ' , attention,· Deve!opm~nt 'Services: D,ivisi9n, CitY ;of Rehton;'1b55 South, Gra~y:,w.ay; :Renton;~· .. " : . Wa~h!rigto'~98055'~Y ~anuarY 25,,2005. . ..' ' .. '..... . ,., ,',".:,,' .. " .' . Elementa';SChOOI:~ 'c; .... co', Mi~dleSchool: '~":. ,..:: " , '., H,iQh School: ~~ ,." ':" ',"" '.' '.' ". S .\~., ' , , ~ . -. """ : ' .- WiII'the s'chools you.have ihdicat~d be abl~ to,hahdle·theimpact oftheadditiona("studerits " .. '. estimated~tq.coroe 'fromthep~opdsedd~velopment?' ", ·.!es·~, ' .... ~(): . ,', " •... ' .. :.:': . . , .' .. ," "": . ',' Af)Y' C0!1lments;._---:-'--_7-·-',~, __ ' _' _. ~. _---"-..:..,.."--~_-;--':--'_~___'__~..,,,--'_,__--,--_----'~...,...,..~_ ~ . ~ -.. . . ' • ,I', . ,J'. I, "', ' " " ' '.' Th'ahk you' for providi~g this i~Pbrtan(jnformation:-If you 'h~nie any questiohs reg'arding'th.is· ': ' ..... , :project, please:contaCt me ~t (4.25) 4~q-7382.'· ' ' . " .' .. ,. ' " ',-..,J. ~ '-','. , . ",.'. "'" . " ',' ' , -.. ~ ,. ... , -'.:. 'E.nCl. ',' ~ ~~~~~~1-.0-S~5-~~~~~-.~~~ci~d-Y~~~~~~R~e-n-~-n-,W~~~h7~-g-~-n~~~8~M~S~'~~~';~'~-~~-' ~E~TO~ . ". . * This pa~rcontai~~ 5!l% ~ded material, 300/0 ~t~nsu~r AHEAD OF 'THE CP,RVE .' .' '.: ' I .' I ... , '. . 'I, I . :', 1- " . , ':', '.," , ,.', ,',- , , . " . , • I I " . ';. " .' • ...1.. , '. " ~ .=.'; .,.' \'-, ,,: ,,' . ,'-. --':----------':'~'''-'''' : -. ,. !.' ,'" .... ,', ....... ' • J . ' "". '-, ,~ . ' . ,~ . , . " . '. . ... . ' ',.' .' Kathy Keolk~-Wbeeler. Mayor . January 11, 2005 TomRedding Baima & Holmberg, Inc . . tOO Front Street S Issaquah,WA 98027 Subject: . Kennycjale Grove Short Plat· .. LUA04-158, SHpL~A Dear Mr. Redding: CITY JFRENTON' . . . PIanningIBuildinglPublicWorks Department . Gregg Zimmerman P.E.,AdmiDiStrator TheDev~lopment Planning Section of the City of Renton has determined' that the·' supjectapplicationis complete according, tb. $ubrnitial reqLiir~ments and, therefore, is' aCGepted foi"revieW . . ' However. based on further.review oft~e surroundingproper:ties tother north; it is likely· .. there arewetlandsvvithinlOO feet of the subject ~ite. It ifin your best interest to have, at 'aminiinuITI, a wetland reyonnaissance to be.,compieted .. lf wetlands are determined to be within100·feet·of the· site a'riekany impact$. to:the:wetland or associated buffer from the' . . proposed short piatare'ifound;a. wetjari~::delinec:(tionand mitigation' document will be requireq. AEnvironmeotal;.;Checklis.f:(S~PA).'wou'jd be ·.required also. The short plat would also need to be revised accord lrigry:, . .... .. ". .. . Thesubmitlal of a wetland reco~naissanc~and~'ny other,pertinent materials should be provided no'later than5:0Q p.rn; oil January 25, 2005.'lfth·e short plat is revised and the.'· drawings· can not be provided by this date, We Will place the project on,-hold until the .. reVised drawings are prov.ided. ..' , . . . . . . please contact me at425-430-7382 ifyo.uhave any q~estions. Susan Fiala .. Senior Planner cc: . Basic Ventures,lnc. fOwner . Greg Fawcett, larry Reymann, Susan Phelan, Dottie Adkins fParties of Record ----'-------l-OS-S-,S-o-uth-G-ra-d-y-W,-ay-· --R-e-n~to-n,'-w.-as-hi-.-ng-to-n-98-0"""5S------·~· * Thispaper .::ontains 50% recycled maleria( 30"10 postcoosumer AHEAD OF THE·CURVE Ms. Susan Fiala PlanninglBuildinglPublic Works Dep't. City of Renton 1055 So. Grady Way Renton, Wa. 98055 Subject: Kennydale Grove Short Plat LUA 04-158 Condition of Plat Approval Dear Susan: December 27,2004 DEVELOPMENT CITY OF RE~'-t,%N/NG DEC 2 82004 RECEIVED Hope your holidays were joyful and restful. V/e're writing you in regards to the development of Jocelyn Jones former residence, tentatively named Kennydale Grove. This property is home to some of the oldest and most venerable Western Red Cedar trees in the neighborhood, and our neighbors and I would ask that the City do everything it can to ensure that they (and as many of the other trees there as possible) are preserved as this development goes forward. These trees are essential in holding the bluffabove May Creek in place, filtering and cleansing run off that ultimately ends up in our aquifer as well as pollutants and noise from Interstate 405 that end up in the air we breathe and the decibels we communicate in. They are basic to the character of our community here, and with appropriate care can substantially enhance the value of the property being developed. I would like to be made a 'Party of Record' for this development, and would be happy to work with the developer to encourage their preservation. As you know, I am actively involved in the May Creek Watershed and the Volunteer Naturalist Program on the Cedar River, and feel this is an organic extension of these programs. Many of our Kennydale neighbors feel as I do and support this effort. Enhancing and preserving habitat for wildlife enhances and preserves it for humans as well. Please let us know what we, and the City of Renton, can do to realize this goal. Thank you for your consideration, ~~e~rum 1313 No. 38th St. Renton, Wa. 98056 425-228-8511 fulmen8@hotmail .com I)0A· \ ta, WkOk .... ,Q·~ City of Renton DEVELOPMENT PLANNING CllY OF RENTON LAND USE PERMIT DEC 1 62004 RECEIVED MASTER APPLICATION PROPERTY OWNER(S) NAME: Basic Ventures, Inc. ADDRESS: 18211 -240th Ave. SE CITY: Maple Valley, WA TELEPHONE NUMBER: 425-432-3334 ZIP: 98038 APPLICANT (if other-than owner) NAME: ; Joe Pruss COMPANY (if applicable): Basic Vent-llrp!=: Tnr ADDRESS: 18211 -240th Avenue SE CITY: Maple Valley, WA ZIP: 98038 TELEPHONE NUMBER 425-432-3334 CONTACT PERSON NAME: 100 Front Street South CITY: Issaquah, WA ZIP: 98027 TELEPHONE NUMBER AND E-MAIL ADDRESS: ' 425-392-0250; tom@baimaholmberg.com Q:\WEB\PW\DEVSERV\Fonns\Planning\masterapp.doc08I29/03 PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: Kennydale Grove ::::::her-t pltvt PROJECT/ADDRESS(S)JlOCATION AND ZIP CODE: 1424 North 40th Street Renton, WA 98056 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 322405-9062 EXISTING lAND USE(S): Residential PROPOSED lAND USE(S): Residential EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Residential Single Family PROPOSED COMPREHENSIVE PlAN MAP DESIGNATION (if applicable): N/A EXISTING ZONING: R-8 PROPOSED ZONING (If applicable): N/A SITE AREA (in square feet): 30,147 SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): 31 "Z-0 PROPOSED RESIDENTiAl DENSITY IN UNITS PER NET ACRE (if applicable): 6.44 NUMBER OF PROPOSED LOTS (if applicable): 4 NUMBER OF NEW DWELLING UNITS (if applicable): N/A ~ -. PROJECT INFORMATION (continued) - NHOOl}i~~.9f ;Epg§TI~~-1I;l~(ELLING UNITS (if applicable): Vl0TvGR i(OnE-L to be removed/demolished SQUA~F,.!?09TAG5i9F PROPOSED RESIDENTIAL BUILDiNes ~f appliCable): N / A SQUA~I;:f.,OOT~G,E")qF, EXISTING RESIDENTIAL BUILDINGS TO'REMAIN (if applicable): N / A 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): NLA r---~--------~---------------------' PROJECT VALUE: +/-$200,000 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): [J AQUIFER PROTECTION AREA ONE [J AQUIFER PROTECTION AREA TWO [J FLOOD HAZARD AREA sq. ft. [J GEOLOGIC HAZARD sq. ft. [J HABITAT CONSERVATION sq. ft. [J SHORELINE STREAMS AND LAKES sq. ft. [J WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following infonnation included) SITUATE IN THE NW QUARTER OF SECTION..ll... TOWNSHIP 24:-). RANGE~ IN THE CITY OF RENTON. KING COUNTY. WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. S~oYk \<2\d lOOO~~ 3. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I. (Print Namels) ~...."f4~::::::.J...,~~' _~~e~1A;;.,..::....:;~J---:--:-:--:---, declare that I am (please check one) _ the current owner of the property involved in this ap· . n or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and an rs herein contained and the infonnation herewith are in all respects true and correct to the best of my knowledge and belief. ature of OwnerlRepresentative) i~rre5{#nr (Signature of OwnerlRepresentative) Q:\WEB\PW\DEVSERV\Forms\Planning\masterapp.doc08/l9/03 I certify that I know or have satisfactory evidence that :T4.c.Ki f'r" SS' signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) bon n i e en Jpc.t2(jc My appointment expires: 9-z. 2.. -D 'f BONNIE BABCOCK NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES SEP EMBER 22,2005 / ' f ~. SHORT PLAT CERTIFICATE SCHEDULE A Page 2 Order No. 580867 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: ,r' That portion of Government Lot I, Section 32, Township 24 North, Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the northeast corner of said Government Lot; Thence along the east line thereof, south 1°42'13" west 674.35 feet; Thence north 88°48'58" west 955.66 feet; Thence south 12°49'30" west 264.57 feet; Thence south 53°55'46" east 416.57 feet to the TRUE POINT OF BEGINNING; Thence south 1°11'02" west 162.58 feet to the south line of said Government Lot; Thence along said lot line north 88°48'58" west 160 feet; Thence north 1°11'02" east to a point which bears north 53°55'46" west from the TRUE POINT OF BEGINNING; Thence south 53°55'46" east to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southeast 84th Street. END OF SCHEDULE A SITUATE IN THE NW QUARTER OF SECTION 32,' TOWNSHIP 24, RANGE 5, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. _.No~ 19 04.01:22p ; .. ,:, , Cotporation I Limited Lia . _ .y Company Renewal Profit Corporation Completed Annual Report II PRINT THIS SCREEN AND RETAIN IT FOR YOUR RECORDS. Your annual report has been completed and submitted. Your renewal is not complete until payment is receIved from your credit card provider. Please allow 14 days 10 receive your license document in the mail. If you .... ve any questions contact us at mls@doLwa.gov. Completed Date and Tune: Transaction Number. Oct 5 2004 9;47 AM (Pacific llme Zone) 2004279 5035 (Refer 10 this number if you have questions about thIs application.) Credit Card Approval Number: Business Entity Infonnation: BASIC VEtffiJRES INC. profit COtpor3tion The license will be mailed to the reg_red agent. JACKI STUART PRUSS 21305 NE Emi PL REDMOND. washington 98053 Annual Report: Principal place of business in Washington; Tetephone Number= Nature of your business: Confirmed Governing hopIe: Name JOSEPH M PRUSS AddNSS 1821124OthAve. se Maple VaHey. Washington 98038 0969948530003322364188 Unifted Business ID: Stotte of Incorporation: Date of Incorporation: Expiration Date: 18211240th Ave. SE 601564062 Washingtcn 0712811994 07/3112005 Maple Vaney, Washington 98038 (425) 432 3334 Construction rdle(s) President, Treasurer, Chairman of the Board JACKI S PRUSS 18211 240th Ave. SE VICe President. Secretary. Director Maple VaHey, washington 98038 Fee Statement: Oomestic profit Corporation Renewar Application Fee $50.00 $9.00 htlps:l/fortress.wa.gov/dollmlslcmllMain.asp p.l . Page I of2 't ~ I I ! I ! 1 . I l i Ptlnt 101512004 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 ) DEVELOPMENT PlANNING CITY OF RENTON DEC 1 62OO't RECEIVED -:--___ C_AM_K_E_I-:-T_H ____ --:-________________ " being first duly sworn on oath, deposes and says: 1. On the 14TH day of DECEMBER ,~3'O04 , I installed __ 1_ public information sign(s) and plastic flyer box on the property located at 1424 NORTH 40TH STREET, RENTON for the following project: ·KENNYDALE GROVE Project name BASIC VENTURES, INC. 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 requirements of Chapter 7 Title 4 of Renton Municipal Code. ~~ Installer Signature S~~~~~W~~~~ to before me this / iJf "" day of [JP-Cfkm~ ,~2Do':l STATE' ;:;;: WASHINGTON , COM[V;(SSICN EXF1RES 'll SEPTEfviSEH 22, 2005. WasqtRgt0fl~P"_""","". __ 00\ ~zc,." I NOTARY PUBLIC in and for the State of residing at My commission expires on 9·-Z2--05' Q:\WEB\PW\DEVSERV\Forms\Planning\pubsign.doc08l27/03 · (. . ... ."<..! .... ~, . ' •• .< • .... .' . . 'Use-"·x4·x1Z:P~ , ',~jj~t~~~i~~is.-WJWASttE;RS', ' , , ,LEl1EiuNG: , ;:tJSe Ha4yei:J~A~RI/ILGj, ' , '~~"OO:WI:i~~Gi'toVND~ : .-~ .;' . -, ". ", ~ .. I.vI Q:\WEB\PW\DEVSERV\Forms\Planning\pubsign.doc08l27/03 \' : ,0 ..... .'~ . ,f:i, .-> .,., .,' LAKE INGTON I o .125 .25 .375 I ; ; ! 1 In. -1900 ft. COLEHAN POINT ~ I Ut .ftll""t~i. ~' -. . ... '(~ ...... . .. ' ..... ~ ___ ~~2(::....:. . ~~.:.~_~» .~Kt;:;;£t-;:/"Iili&: I t ] " , Il.03Ae.. ® ·404 •• A lLI Z c ~-, ( KENNYDALE GROVE SHORT PLAT PROJECT NARRATIVE • Project name, size and location of site: DEVELOPMENT PLANNING CITY OF RENTON DEC 1 62004 RECEIVED Kennydale Grove is located at 1424 North 40th Street. The total area of the site is 30,147 sq. ft. • Land use permits required for proposed project: Short Plat • Zoning description of the site and adjacent properties: The site is zoned R-8, Single Family Residential. Property to the north, east, west, and south is Single Family Residential. • Current use of the site and any existing improvements: There is a house and a detached building with a carport on the site, which will be removed/demolished. • Special site features (i.e., wetlands, water bodies, steep slopes): There are no steep slopes, wetlands or other sensitive areas on this site. • Statement addressing soil type and drainage conditions: The Geotech Report shows the site to be underlain with clean to silty, medium-dense sand. • Proposed use of the property and scope of the proposed development: Proposed four-lot single-family residential development of one existing tax parcel. • For plats indicate the proposed number, density, and range of sizes of the new lots: 4 lots, with lot sizes of6,000 sq. ft. to 10,948 sq. ft. • Access: I / I / '. ... :t -,!~, ~I.'; ,"", .i:': ., .... tl,( ;T:'·t~~~' .J . ,.",,-..... \ ~ .... ,I ... j , . .! '. ., :.: ~'. ~....t'. -.~. , ·1,", ' .. \ \ Access for all four lots will be from N 40th Street. Lot 1 will access N 40th Street directly, while a 20' private access driveway will provide access to Lots 2 through 4. • Proposed off-site improvements (i.e., installation of sidewalks, fire hydrants, sewer main, etc.): Curb, gutter and a sidewalk will be installed along the frontage of the site on Meadow Ave. North, unless the City grants a Board of Public Works deferral. A fire hydrant will probably not need to be constructed adjacent to the site. Water and sewer services will be constructed for three of the four lots-the existing water service will remain with Lot 1, and the existing sewer service will remain with Lot 2. The services will connect to the existing mains in North 40th Street. • Total estimated construction cost and estimated fair market value of the proposed project: Construction cost of about $40,000 and a estimated fair market value of $200,000± • Estimated quantities and type of materials involved if any fill or excavation is proposed: There will be approximately 100 cu. yards of cut and fill. No grading plan is provided as the proposed grade differential on-site does not exceed 24" from the fmished grade, and the amount of earth to be disturbed does not exceed 500 cubic yards. • Number, type and size of any trees to be removed: There will be about (25) 8" to 30" pine, apple, fir and cedar trees removed with this project. • Explanation of any land to be dedicated to the City: N/A • Proposed number, size or range of sizes of the new lots and density (if applicable): 4 lots, with lot sizes of 6,000 sq. ft. to 10,948 sq. ft. • Any proposed job shacks, sales trailers, and/or model homes: N/A • Any proposed modifications being requested: N/A DEVELOPMENT PLANNING CITY OF RENTON DENSITY WORKSHEET DEC 1 62004 RECEIVED 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. 3D /Lfl square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. SubtracUine 2 from line 1 for net area: 4. -Divide Jine-3 by 43,560 for net acreage:.. . 5. Number of dwelling units or lots planned: __ ..,.....-_ square feet . 'Z\eD square feet _-,.-__ square feet 2. . .' 3( W. -square feet 3 .... d:7 q. J-j . square feet 4.:-..;.·..;.;;··.~,~LR::1..' _'&-_\ __ acres 5. __ <f--....:,_. _. __ unitsllots 6. Divide line 5 by line 4 for net density: 6. (p ,. ~. = dwelling units/acre ·Critical Areas are defined as "Areas detennined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded • . ~ . Q:\WEB\PWIDEVSERWorms\Planning\density.doc Last updated: 1110812004 1 KENNYDALEGROVESHORTPLAT CONSTRUCTION MITIGATION DESCRIPTION DEVELOPMENT CITY OF REtr~NING DEC 1 6 2DO~ REceIVED We are not submitting a Construction Mitigation Description as we are applying for a waiver/deferral of required public off-site improvements. Geotechnical Engineering Report Joe Pruss Preliminary Subdivision 1424 North 4Uh Street Renton, Washington December 13, 2004 Prepared For: Joe Pruss 18211240th Avenue S.E. Maple Valley, Washington 98038 Prepared By: Dennis Joule, P .E. 31700 S.E. 46th Street Fall City, Washington 98024 Consultant In Geotechnical Engineering DEVELOPMENT PLANNING CITY OF RENTON DEC 1 62004 . RECEIVED ~ North , Scale: 1"=40' _86· , 92 , / 100 ~- / p8 / / 102' -106-- --108 - --1f-~~~,-~---;";"--~....;;;"'---....,---....,......;;;.':""~~I---ll0- / / / / / /' / /1 Tp·1 I / / I I I / -112· - 10 ---------..... --114 - ~ -118 Existing / 120""""""'-Log House I Deck Tp·5 Lot2 LotI . -116-~'--------r----------------~------____ ~ __ -J / 120 North 4 Street GEOTECHNICAL INVESTIGATION Joe Pruss Property at 1424 N. 40th Street Renton, Washington Dennis Joule, P.E. 31700 S.E. 46th Street Fall City, Washington 98024 222-4661 .. - INTRODUCTION " ", GEOTECHNICAL ENGINEERING REPORT Joe Pruss Preliminary Subdivision At 1424 North 40th Street Renton, Washington December 13, 2004 "'~:';.,.:'; ~:, .... ',-...... -.~.'.', .;.~ ",: ": The project site, located at 1424 North 40th Street, is about 0.7 acres in area and approximately rectangular in plan. The planned development consists of subdividing the property into four single-family residential lots, with associated access and utilities. INFORMATION PROVIDED A site plan, showing the site location, dimensions, topography, existing structures, and proposed lot layout was provided by Baima-Holmberg, Inc., Civil Engineers of Issaquah. This information was used in preparing the drawing on the opposite page, which also shows the locations of the backhoe test pits. SCOPE The scope of work in this investigation included the following: 1. Subsurface exploration by means of five backhoe test pits, 2. Engineering evaluation and analysis of field data and published documents for the purpose of providing recommendations regarding the geotechnical aspects of site development, and 3. Preparation of this report in accordance with Chapter 18 of the V.B.C., presenting the findings and recommendations. Pagel FINDINGS Surface Conditions Project 1880 December 13, 2004 The property has a overall average slope of about twenty percent toward the north. Near the street the slope is generally less than five percent, north of that the ground steepens to from twenty to twenty five percent. At the time of the field investigation there was an existing residence with detached carport and outbuilding. The remainder of the ground was landscaped including, fir, cedar and fruit trees, shrubs, and lawn. No flowing water, standing water, or wet ground was observed within the site. Geology The site is mapped as recessional outwash (USDA-SCS, 1973). As the Vashon glacier receded, large quantities of meltwater were discharged from it. The meltwater sorted material in its path and left very gravelly and sandy sediments that range in thickness from four to over one hundred feet on the upland terraces. Indianola soils formed in the sandy recessional deposits. Subsurface Conditions The site is mapped by the U.S. Soil Conservation Service as Indianola sandy loam (InC), ground slopes four to fifteen percent. Within the twelve foot maximum depth of exploration, the site is underlain by clean to silty, medium dense sand. No ground water, wet soil, or soil color mottling was encountered in the test pits. Test pit logs are appended. CONCLUSIONS Seismic Considerations As with all land in the Puget Sound region, this property lies in Seismic Zone 3. Page 2 Project 1880 December 13, 2004 Seismic hazards can be divided into two general categories, hazards due to ground rupture and hazards due to ground shaking. Since no faults are known to pass through the site, the possibility of earthquake induced ground rupture appears to be remote. Even if severe ground shaking were to occur at the site, the medium dense clean to silty sands encountered in the exploration will not liquefy because they are not saturated and do not have the characteristics of materials prone to liquefaction under dynamic loads. The sands encountered are too dense, and their hydraulic conductivity allows dissipation of excessive pour pressure. The silts layers are too compact, and can rely on the cohesive component of their shear strength. Compressible Soils No compressible soils were encountered. Slope Stability The slopes were field mapped and no evidence of instability was observed. The slopes have certainly been subject to seismic activity in the past, therefore, the present stability of the slopes provides some evidence of future stability. The slopes have a total height of about fifty feet high and consist of medium dense, well drained, Sand. Construction within Lots 1 and 2 will be on nearly level ground. Lots 3 and 4 have ground slopes of between twenty and twenty two percent in the anticipated building areas. Groundwater The test pits were logged following and during a period of heavy early wet season rainfall. No standing water or wet soil was observed in the test pits. No soil characteristics (such as color mottling) were observed to indicate the presence of a seasonal groundwater within the upper twelve feet of soil. RECOMMENDATIONS Existing Buildings The existing buildings on the site are to be razed. All demolition debris, including buried utilities, tanks, and foundations should be removed from the site. Page 3 Site Preparation Project 1880 December 13, 2004 Depressions and loose soil zones resulting from the removal of the buildings, trees, large shrubs, or underground structures should be carefully backfilled with thoroughly compacted on- site inorganic soil or approved import soil. The surface of the site within the proposed building and pavement areas should be stripped to remove vegetation and organic topsoil. Soil containing more than two percent by weight organic matter should be considered organic. Stripping depths should be decided in the field at the time of construction but for planning purposes an average stripping depth of three to four inches may be assumed. Strippings may be stockpiled for subsequent use in landscaped areas. Erosion Sensitivity of the On-Site Soils Site soils are cohesionless and very prone to erosion. Exposed sloping ground should immediately be covered with visqueen. Water from the visqueen-c<?vered areas must be directed into a temporary or permanent drainage facility. Spare straw bales should be stored and available on-site to repair isolated areas of erosion if they occur, and control surface drainage if needed. Excavation and Slopes Temporary cut banks should never be steeper than 1.5: 1 (horizontal to vertical). The cohesionless sands will not stand safely at less than 1.5: 1. Permanent cut or fill banks should not exceed slopes of 2: 1. All exposed slopes should immediately be covered with visqueen. The visqueen should remain until they can be landscaped. Soil stockpiles should be covered with visqueen to prevent saturation and erosion. Grading and Compaction If any import fill is required it should be inorganic, of low expansion potential, and should contain no rocks or lumps larger than 4 inches in greatest dimension. Stripped soil surfaces in those areas to receive structural fill, foundations, slabs-on-grade, or pavements, should be scarified to a depth of at least six inches. The soil should be moisture conditioned (or allowed to dry) to produce a moisture content of two percent above the optimum value and then compacted to a density equivalent to at least 90 percent of the maximum value as determined by ASTM Test DI557-70. (U.B.C. Standard 70-1: Field-tests by U.B.C. Standards 70-2, 70-3, 70-4, or 70-5). Page 4 Project 1880 December 13, 2004 Structural fill using on-site or import inorganic soil should be placed in layers not exceeding eight inches in loose thickness, conditioned with water (or allowed to dry) and compacted to the requirements described previously. Where the fill is to be placed on slopes exceeding ten percent the stripped ground is to benched prior to fill placement. Level benches are to be cut into the hillside at least five feet wide. Fill is to be placed in horizontal lifts. Utility Trenches Utility trench excavation can be performed with conventional mechanical equipment to depths up to twelve feet. Excavations up to twelve feet should not encounter groundwater. Trench excavations will not safely stand vertical, but will slough to the natural angle of repose of seventy percent (about 1. 5: 1). For the purposes of this section of the report, backfill is material placed in a trench starting one foot above the pipe or conduit or at the top of concrete formed around the pipe or conduit; and bedding is all material placed in a trench below the backfill. Unless concrete bedding is required around utility pipe or conduits, free draining sand should be used as bedding. Sand bedding should be compacted by mechanical means to a density equivalent to at least 95 percent of the compaction test maximum (ASTM D1557-70). Trench backfill should be placed in horizontal layers not exceeding six inches in loose thickness and compacted by mechanical means at least 90 percent of the compaction test maximum (ASTM D1557-70). Retaining Walls Retaining walls constructed as part of the foundation, system cannot be allowed to "rotate", developing "active" soil pressures. Therefore an "at rest" lateral soil coefficient of 0.5 should be used. Retaining walls may be designed using the equivalent fluid pressure method. For non- compacted granular soil an average backfill soil unit weight of 100-lb/cu ft may be assumed (lateral pressure would then be 50-lb/cu ft). The lateral coefficient of sliding between the concrete base and the underlying sandy soil may be designed at 0.25. Passive soil pressures will , depend on the embedment depth and proximity to adjacent slopes below. Rockeries Rockeries are not earth retaining structures. Rockeries may be used as slough wall against stable earth cuts only. It is recommended that rockeries not be constructed over four feet high within this site. Rockery construction must comply with the City Renton standards. Page 5 Embedded Post or Columns Project 1880 December 13, 2004 When designing posts or poles as embedded columns in accordance with u. B. C. Section 1806.8.2.1, lateral bearing (SI or S3) may be taken at 120 Ib/ft2/ft depth below ground surface. Building Foundations When determining minimum earthquake forces for structures in accordance with U.B.C. Section 1629.1, consider the site to be underlain by soil Profile Type So. The proposed framed single-family residential buildings may be supported on conventional shallow foundations bearing on firm natural soil or compacted structural fill. Reinforced concrete continuous footings may be designed to impose pressures on foundation soils up to 1500 pounds per square foot from dead plus normal live loading provided the resulting foundation width is not less than 12 inches for one story, 15 inches for two story, and 18 inches for three story portions of the structure. Individual reinforced concrete foundations, such as may be used for supporting columns, may also be designed to impose pressures of up to 1500 pounds per square foot from dead plus normal live loading, but should be at least 24 inches in minimal plan dimension. As a minimum, isolated concrete pads shall have two #4 bars. These bars shall form a cross (as seen in plan view), and shall be set mid depth in the concrete. Within Lots 3 and 4, no individual piers should be used. Interior loads should be supported on interior reinforced continuous footings. These footings should be connected to the exterior footings and the reinforcing steel lapped onto the reinforcing steel from the exterior footings. The perimeter footing should extend under the garage door. Where footings are constructed adjacent to downslope cut banks or slopes, there is to be a minimum 2: 1 slope drawn between the bottom of the footing (point nearest the slope) and the toe of the cut bank or slope. Foundations should be embedded at least twelve inches below pad grade or adjacent finished grade, whichever is lower. Total Differential Settlement No compressible soils were encountered in the test pits. Soils are uniform in compactness and thickness within each building pad. Therefore, the total differential settlement for buildings designed and constructed in accordance with the recommendations presented in this report should be negligible. Settlement should occur during the initial framing period. Page 6 Concrete Slabs-On-Grade Project 1880 December 13, 2004 Concrete floor slab should be constructed on compact soil subgrades prepared as described in the sections under Grading and Compaction. Where floor dampness must be minimized, a minimum 4-inch section of capillary break material covered with a membrane vapor barrier should be placed between the floor slab and the compact soil subgrade. The capillary break should be free draining, clean gravel or rock, such as 3/8" pea gravel. The membrane vapor barrier should be at least lO-mil thick polyethylene or its equivalent. Where floor dampness is not objectionable, concrete slabs may be laid directly on the compact soil subgrade. Footing and Retaining Wall Drains Footing drains are recommended for all footings and retaining walls. A perforated drainpipe should be placed at the upslope base of the footing. The drainpipe should be covered with at least a twelve-inch wide zone of washed 112" to 1" drainrock. The drainrock layer should be about twelve inches thick for footings and should extend at least half way up the back of retaining walls. The drainrock should be covered with filter fabric paper, and a layer of native soil should be placed over filter fabric as a soil cap. Preliminary Soil Inf'dtration Data With respect to infiltration, the site is underlain by fme to medium grained sand. No groundwater is anticipated within the upper twelve feet. While no infiltration tests were performed, a preliminary estimate is that the sandy site soils have percolation rates in the range of two to four minutes per inch (2-4 Min.lin.). Using the conservative end of the range, this is an infiltration rate of 0.25 Inches Per Minute. For preliminary calculations using equation 5-9 in Section 5.4.1 of the King County Surface Water Design Manual: I measured = 0.25 InlMin = 15 InlHr F testing = O. 30 (EPA Method of testing would likely be used) F plugging = 0.8 (fme sands and loamy sands) D = 12' Once specific infiltration areas are selected, infiltrations tests should be performed to determine final design values. Page 7 Surface Drainage and Landscaping Project 1880 December 13, 2004 Surface drainage gradients should be planned to prevent ponding and to direct surface water away from the buildings, slabs, edges of pavements, and towards approved collection and discharge facilities. Drainage pipe should be provided to catch and dispose of downspout rainwater, discharge should be into the approved discharge facility. Site soils are very prone to erosion. Grading and landscaping plans must consider this soil condition. Landscaped ground should slope down away from building foundations at a minimum two percent slope for at least five feet from the footings. Drainage should not be discharged on or near the top of the slopes. LIMITATIONS Changes in development plans will render these specific recommendations invalid unless this office reviews such changes and these recommendations modified accordingly. Subsurface exploration of any site is necessarily confined to selected locations, and conditions may and often do vary between these locations. Should varied conditions come to light during project development these conditions should be reported to this office for evaluation. PLAN REVIEW AT BmLDING PERMIT STAGE It is recommended that the Site Plans and Building Plans for the development of Lots 3 and 4 be reviewed by a licensed (P.E.) geotechnical (Civil) engineer at the building permit stage of development. Additional exploration may be appropriate. Report Prepared By: Dennis Joule, P.E. Page 8 Appendix A Arial Vicinity Map and Topography , \'0", ~aol;; 1. V1. 1. ® King County Home News 4i4fifi4¥ comments 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.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&CI... 12/12/2004 --0-----. .. -... , .. -.,., ® King County Home News &i4C"fd4¥ Comments ·UMI. 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.gov/servletlcom.esri.esrimap.Esrimap?ServiceName=overview&Cl... 12/12/2004 Appendix B Test Pit Logs SOIL LOG -TEST PIT No.1 PROJECT: Pruss Property -1424 N. 4r1h Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None FINAL DATE: 12-10-04 HOLE ELEVATION: 116' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY SOIL TYPE DEPTH ,PENITR.. TORVANE Silty Fine to Medium Grained SAND Very Silty Fine SAND Slightly Silty Medium Grained SAND Bottom Hole 10' No Water Brown Gray Brown Gray Brown Moist Loose SPN ------Medium Dense Damp Medium SPL Dense Damp Medium SPN Dense -1- -2- -3- -4- -5- -6- -7 - -8- -9 - I -10- -11- -12- I -13- I -14- I I I -15- -16- -17- I -18-! , I -19- -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR.INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG -TEST PIT No.2 PROJECT: Pruss Property -1424 N. 4(/h Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None SOIL DESCRIPTION COLOR Slightly Silty Fine to Medium Grained SAND Gray Brown Bottom Hole 11' No Water MOISTURE Moist FINAL CONSISTENCY Loose ------Dense Medium DATE: 12-10-04 HOLE ELEVATION: 90' LOGGED BY: DJ SOIL TYPE DEPTH PENITR.. TORVANE SPN -1- -2- -3- -4- -5- -6- -7 -I -8- -9 - -10- -11-I -12-! I -13- -14- -15- -16-! I -17- -18- -19- -20-I ! I CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG -TEST PIT No.3 PROJECT: Pruss Property -1424 N. 4f1h Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None FINAL DATE: 12-10-04 HOLE ELEVATION: 110' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY SOIL TYPE DEPTH PENITR.. TORVANE Slightly Silty Fine to Medium Grained SAND Bottom Hole 9.5' No Water Gray Brown Moist Loose SPN ------Dense Medium -1- -2- -3- -4- -5- -6- -7 - -8- -9 - -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG -TEST PIT No.4 PROJECT: Pruss Property -1424 N. 4(jh Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None SOIL DESCRIPTION COLOR Slightly Silty Fine to Medium Grained SAND Gray Brown Bottom Hole 12' No Water FINAL DATE: 12-10-04 HOLE ELEVATION: 106' LOGGED BY: DJ CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER .. SOIL LOG -TEST PIT No.5 PROJECT: Pruss Property -1424 N. 4dh Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None FINAL DATE: 12-10-04 HOLE ELEVATION: 119' LOGGED BY: DJ SOIL DESCRIPTION 5/8 Crushed Rock Very Silty Fine to Medium Grained SAND COLOR Grav Gray Brown Slightly Silty Fine to Medium Grained SAND Gray With Rounded Gravel (Clasts to 3") Brown Bottom Hole 9' No Water MOISTURE CONSISTENCY SOIL TYPE Moist . Dense GPN Moist Medium SPL Dense Damp Medium SPN Dense DEPTH PENITR.. TORVANE , -1- -2- -3- -4- -5-I I -6- -7 - -8- I -9 - -10- -11- -12- -13- -14-I I I ! -15- -16- -17- -18-I I I I -19-I -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER \. BAIMA & HOLMBERG INC. TECHNICAL INFORMATION REPORT for Keonydale Grove Short Plat December 14, 2004 ... 1 E_XP_IR_E_S _. ____________ 1 Baima & Holmberg, Inc. Job No. 1673-020 Prepared For Basic Ventures 18211240th Avenue SE Maple Valley, WA 98038 DEVELOPMENT PLANNING CITY OF RENTON DEC 1 62004 RECEIVED 100 FRONT STREET SOUTH· ISSAQUAH· WASHINGTON· 98027-3817 • (425) 392-0250 • (425) 391-3055 ',-':".' . TABLE OF CONTENTS .. 1. PROJECT OVERVIEW 2. CONDITIONS AND REQUIREMENTS SUMMARY 3. OFFSITE ANALYSIS 4. FLOW CONTROL AND WATER QUALITY FACILITY ANAL Y$IS-AND DESIGN . . 5. . CONVEYANCE SYSTEM ANALYSISAND DESI~N 6.· SPECIAL REPORTS AND STUDIES . 7. OTHER PERMITS 8. ESC ANALYSIS AND DESIGN 9. . BOND QUANTITIES. FACILITY SUMMARIES. AND' . DECLARATION OF COVENANT 10. OPERATIONS AND MAINTENACE MANUAL ", .. -.. ", -.. "-:, .... ', " :"-.-.: '", .. ,-........ . ..... . ~ .. " SECTION 1 PROJECT OVERVIEW It PARCEL, 3224059041 CATCH BASIN RIM=117.93 INV=115.63,12"AOS STORM MANHOLE RIM="118.69 INV'"'114.44,8"CONC E INV=113.39,IS"CONC E INV'"'113.39,12"CONC W INV=113.59,12'AOS N T CATCH' BASIN RIM=118.66 INV=115.66,8"CONC W f N PARCEL I 3224059081 ~ I I 1_ '-~'Tn<'" MANHOlE RIM=122.91 INY=117.91,IS"ADS S INY=117.91,IS'AOS W Site Plan 1" = 50' • Project Overview This project involves the development of a O.69-acre parcel into four single-family lots. The site is located at 1424 North 40th Street, at the northwest corner of North 40th Street and Meadow Avenue North,. The site has a single residence and garage that will be removed. The reminder of the site is covered with lawn with large trees. The site slopes down to the north-northwest at about 2% to 25%. , Proposed Drainage Controls Because there are no apparent downstream problems and because there will be less than a O.l-cfs increase in the IOO-year runoff, detention is not required. Also because no more that about 3,200 sq-ft of new impervious surfaces subject to vehicular traffic will be constructed with this project, water quality controls are not required. Dispersion as outlined in the 1998 KCSWDM "Appendix C -Small Site Drainage Requirements" is being proposed. 'i"· ~r---------------------- Figure 1, page 2 of2 City of Kent Public WorkS Department TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATIONlSlTE CONSTRAINT 0 ____________________ __ o ___________________ ___ o Additional Sheets Attached . PART 9 ESC REQUIREMENTS .' ... . MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION l6. Sedi~entation Facilities Ii St;lbilized Construction Entrance ,. Perim<;ter Runoff Contrpl 1ZI Clearing and Grading Restrictions MINIMUM ESC REQUIREMENTS . ..c FOLLOWING CONSTRUCTION U Stabilize Exposed Surface ~ Remove and Restore Temporary ESC Facilities rI Clean and Remove All Silt and Debris REFERENCES ,0 Cover Practices . , Ensure Operation of Permanent F;tcilities o Flag Limits of SAO and Open Space Preservation AreaS ~ Constiucti,on Sequence . o Other PART 10 SURFACE WATER SYSTEM {J Grass Lined Channel 0 Tank o Pipe System 0 Vault o Open Channel 0 Energy Dissipater O. Dry Pond 0 Wetland 0' WetPond 0 Stream o Other o Infiltration , 0 Depression . o Flow Dispersal o Waiver o Regional Detention . Com~nlMitigation of Eliminated Site Storage Brief Description of System Operation: ___ Lt..1~4l.!.YLe._...l....!~_H~:J..!~~!:.l:lL!...l.II~'!!t.J.:.J.,I!C:;If:=:c:;jr£..!!!Itl(L._ Facility Related Site'Limitations .: ~. Reference Facility Limitation Part 11 STRUCTURAL ANALYSIS PART 12 EASEl\lENTSITRACTS o Cast in Place Vault o Other o Drainage Easement o Retaining Wall . o Access Easement o Rockery > 4' High o Native Growth Protection Easement o Structural oil Steep Slope o Tract o Other PART 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under 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 information provided here is accurate. .. City of Kent Surface Water Design Manual Chapter 5 -Kent Construction Standards Si nedIDate 5.R-7 ", .~ May, 2002 J REFERENCES FIGUlU'; 1, PAGE 1 OF 2 . . CITY OF KENT PUBLIC WORKS DEPARTMENT TECHNICAL INFORMATION REPORT (TIR) WORKSHEET , '. , PART 1 PROJECT OWNER AND -_ . PART 2 PROJECT LOCATION ~ PROJECT ENGINEER . -AND DESCR1PTION .. ,. Project owner~, G-.t/fIJJ1JlLF S Location Township Range t-Jw Section PART 4 OTHER PERMITS Subdivision 0 DFWHPA 0 Shoreline Management ". Short Subdivision 0 COE404 0 . Rodcery o Grading 0 DOE DamSafety 0 Structural Vaults o COmmerCial 0 FEMA Floodplain 0 Other 0 0 COE Wetlands PART 5 SITE COMMUNITY AND DRAINAGE BASIN . Communio/: -Drainage Basin: PART6 SITE CHARA TERISTICS ., o River. __ _ o S~~ ________ _ o Critical Stream Reach o Depressions/Swales O'Lake· . o Steep Slopes PART7 SOILS SoU Type <h,nt;-. ..... , 0 Additional Sheets Attached May, 2002 ..I Slopes e::,K), t_ . o Floodplain ________________________ _ o WetlandS _______________ ~--~__:_----- o Seeps/Springs o High Groundwater Table o GroundwaterRecharge o Other Erosion Potential Erosive Velocities S.R-6 t\A IOng.oi4-~ ". Oft] oC~lt BtItfitCecl".,"htt"i B.8Siglt r 19:RU1 Gltaptel 5 Kl!ftt Oeft!tntetioli Staud31ds SECTION 2 .. . COND~TIONS AND REQillRMENTS SUMMARY SECTION 3 .' OFFSlTE ANALYSIS Project Overview This project involves the development of a 0.69-acre parcel into four single-family lots. The site is located at 1424 North 40th Street, at the northwest corner of North 40th Street and Meadow Avenue North,. The site has a single residence and garage that will be removed. The reminder of the site is covered with lawn with large trees. The site slopes down to the north-northwest at about 2% to 25%. Upstream Drainage There is little if any upstream runoff onto the site. There are no apparent problems associated with any upstream runoff. Levell Downstream Drainage Analysis Runoff from the site sheet flows north-northeast from the site onto the adjacent parcel (A). This flow continues north-northeast about 250' down the adjacent 25%± slope to May Creek (B). May Creek continues northwest another 900' where it crosses Lake Washington Boulevard and the adjacent railroad track under a bridge (C), flowing southwest onto the Barbee Mill property (D). At about 4ho mile downstream of the site, May Creek discharges into Lake Washington (E). There are no apparent downstream problems. Proposed Drainage Controls Because there are no apparent downstream problems and because there will be less than a 0 .I-cfs increase in the 100-year runoff, detention is not required. Also because no more that about 3,200 sq-ft of new impervious surfaces subject to vehicular traffic will be constructed with this project, water quality controls are not required. Dispersion as outlined in the 1998 KCSWDM "Appendix C -Small Site Drainage Requirements" is being proposed. · SECTION 4 FLOW CONTROL AND WATER QUALITY FACILITY . . ANALYSIS AND DESIGN "( CATCH BASIN Rlt.A=117.93 INV=115.63,12"AOS S STO~t.A toIANHOLE Rlt.I:al18.69 INV=114.44.8"CONC E INV=113.39.1S"CONC E INV==113.39.12"CONC W INV'"'113.59.12'ADS N f N 40TH ST. CATCH BASIN RlIA=118.66 INV=115.66.S"CONC W ~ ~ Ii r< ,- MANHOLE RIM=122.91 INV=117.91.18"AOS S INV=117.91.1S'ADS W t N Existing Conditions 1" = 50' CATCH l:!ASlN . RIM=117.93 INV=115.63,12"ADS S STORM MANHOLE RIM=IIB.69 INV=I14.44,S"CONC E INV=113.39,IS"CONC E INV=113.39,12"CONC INV=113.59,12'ADS N t N , • 4-; ~~ Zt;OO:'F F(!)t9Tfp-t NT rl:9IL lMcH 4>r 1 t-fi;tJSF5 '2... AU(!~ 4&t!>$F 'Pfll()/EJA/~ ft!;tL rtAeH Lt9T PARCEL, 32240590S1 c ,fFt'4I OJ!? == ~~F+-4ifZ~ +1*~Sr := I ~ ,'100t;F :;:. D, ~3Av ---- CAtCH' BASIN RIM=118.66 INV=115.66,S"CONC W MANHOLE 22.91 INV=117.91,lS"ADS S INV=117.91,lS'ADS W ~ i Ii 1- Developed Conditions I" = 50' BAIMA & HOLMBERG, INC. 100 Front Steet South ISSAQUAH, WASHINGTON 98027-3817 (425) 392-0250 FAX (425) 391-3055 JOB ___ ---l(>--""'~:Z~'3",,--__ O,-Z_O ___ _ SHEETNO. ______ OF_----:,------r---_ 7fL DATE 17//tf}J'f CALCULATED BY CHECKEDBY ______ DATE ___ _ SCAlE ....... , ,,[.L.. 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PRnmJr.T?n4-11~~1?05-1IP2t1M1I Existing Conditions KCRTS Peaks Flow Frequency Analysis Time Series File:1673u.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.077 4 2/09/01 2:00 0.048 6 1/05/02 16:00 0.096 2 2/27/03 7:00 0.036 8 8/26/04 2:00. 0.047 7 10/28/04 16:00 0.080 3 1/18/06 16:00 0.074 5 11/24/06 3:00 0.172 1 1/09/08 6:00 Computed Peaks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.172 1 100.00 0.990 0.096 2 25.00 0.960 0.080 3 10.00 0.900 0.077 4 5.00 0.800 0.074 5 3.00 0.667 0.048 6 2.00 0.500 0.047 7 1. 30 0.231 0.036 8 1.10 0.091 0.146 50.00 0.980 Developed Condit~ons KCRTS Peaks Flow Frequency Analysis Time Series File:1673d.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.112 5 2/09/01 2:00 0.087 8 1/05/02 16:00 0.136 2 2/27/03 7:00 0.089 7 8/26/04 2:00 0.108 6 10/28/04 16:00 0.118 4 1/18/06 16:00 0.129 3 10/26/06 0:00 0.232 1 1/09/08 6:00 Computed Peaks -----Flow Frequency Analysis------- -Peaks Rank Return Prob (CFS) Period 0.232 1 100.00 0.990 0.136 2 25.00 0.960 0.129 3 10.00 0.900 0.118 4 5.00 0.800 0.112 5 3.00 0.667 0.108 6 2.00 0.500 0.089 7 1. 30 0.231 0.087 8 1.10 0.091 0.200 50.00 0.980 · SECTION5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN SECTION 6 SPECIAL REPORTS AND STUDIES Geotechnical Engineering Report Joe Pruss Preliminary Subdivision 1424 North 4Uh Street Renton, Washington December 13, 2004 Prepared For: Joe Pruss 18211 240th Avenue S.E. Maple Valley, Washington 98038 Prepared By: Dennis Joule, P .E. 31700 S.E. 46th Street Fall City, Washington 98024 Consultant In Geotechnical Engineering INTRODUCTION GEOTECHNICAL ENGINEERING REPORT Joe Pruss , Preliminary Subdivision At 1424 North 40th Street Renton, Washington December 13, 2004 The project site, located at 1424 North 40th Street, is about 0.7 acres in area and approximately rectangular in plan. The planned development consists of subdividing the property into four single-family residential lots, with associated access and utilities. INFORMATION PROVIDED A site plan, showing the site location, dimensions, topography, existing structures, and proposed lot layout was provided by Baima-Holmberg, Inc., Civil Engineers of Issaquah. . This information was used in preparing the drawing on the opposite page, which also shows the locations of the backhoe test pits. SCOPE The scope of work in this investigation included the following: 1. Subsurface exploration by means of five backhoe test pits, 2. Engineering evaluation and analysis of field data and published documents for the purpose of providing recommendations regarding the geotechnical aspects of site development, and 3. Preparation of this reportin accordance with Chapter 18 of the U.B.C., presenting the fmdings and recommendations. PageJ FINDINGS Surface Conditions Project 1880 December 13, 2004 The property has a overall average slope of about twenty percent toward the north. Near the street the slope is generally less than five percent, north of that the ground steepens to from twenty to twenty five percent. At the time of the field investigation there was an existing residence with detached carport and outbuilding. The remainder of the ground was landscaped including, fir, cedar and fruit trees, shrubs, and lawn. No flowing water, standing water, or wet ground was observed within the site. Geology The site is mapped as recessional outwash (USDA-SCS, 1973). As the Vashon glacier receded, large quantities of meltwater were discharged from it. The meltwater sorted material in its path and left very gravelly and sandy sediments that range in thickness from four to over one hundred feet on the upland terraces. Indianola soils formed in the sandy recessional deposits. Subsurface Conditions The site is mapped by the U.S. Soil Conservation Service as Indianola sandy loam (InC), ground slopes four to fifteen percent. Within the twelve foot maximum depth of exploration, the site is underlain by clean to silty, medium dense sand. No ground water, wet soil, or soil color mottling was encountered in the test pits. Test pit logs are appended. CONCLUSIONS Seismic Considerations As with all land in the Puget Sound region, this property lies in Seismic Zone 3. Page 2 Project 1880 December 13,2004 Seismic hazards ~an be divided into two general categories, hazards due to ground rupture and hazards due to ground shaking. Since no faults are known to pass through the site, the possibility of earthquake induced ground rupture appears to be remote. Even if severe ground shaking were to occur at the site, the medium dense clean to silty sands encountered in the exploration will not liquefy because they are not saturated and do not have the characteristics of materials prone to liquefaction under dynamic loads. The sands encountered are too dense, and their hydraulic conductivity allows dissipation of excessive pour pressure. The silts layers are too compact, and can rely on the cohesive component of their shear strength. Compressible Soils No compressible soils were encountered. Slope Stability The slopes were field mapped and no evidence of instability was observed. The slopes have certainly been subject to seismic activity in the past, therefore, the present stability of the slopes provides some evidence of future stability. The slopes have a total height of about fifty feet high and consist of medium dense, well drained, Sand. Construction within Lots 1 and 2 will be on nearly level ground. Lots 3 and 4 have ground slopes of between twenty and twenty two percent in the anticipated building areas. Groundwater The test pits were logged following and during a period of heavy early wet season rainfall. No standing water or wet soil was observed in the test pits. No soil characteristics (such as color mottling) were observed to indicate the presence of a seasonal groundwater within the upper twelve feet of soil. RECOMMENDATIONS Existing Buildings The existing buildings on the site are to be razed. All demolition debris, including buried utilities, tanks, and foundations should be removed from the site. Page 3 Site Preparation Project 1880 December 13, 2004 Depressions and loose soil zones resulting from the removal of the buildings, trees, large shrubs, or underground structures should be carefully backfilled with thoroughly compacted on- site inorganic soil or approved import soil. The surface of the site within the proposed building and pavement areas should be stripped to remove vegetation and organic topsoil. Soil containing more than two percent by weight organic matter should be considered organic. Stripping depths should be decided in the field at the time of construction but for planning purposes an average stripping depth of three to four inches may be assumed. Strippings may be stockpiled for subsequent use in landscaped areas. Erosion Sensitivity of the On-Site Soils Site soils are cohesionless and very prone to erosion. Exposed sloping ground should immediately be covered with visqueen. Water from the visqueen-covered areas must be directed into a temporary or permanent drainage facility. Spare straw bales should be stored and available on-site to repair isolated areas of erosion if they occur, and control surface drainage if needed. Excavation and Slopes Temporary cut banks should never be steeper than 1.5: 1 (horizontal to vertical). The cohesionless sands will not stand safely at less than 1. 5: 1. Permanent cut or fill banks should not exceed slopes of 2: 1. All exposed slopes should immediately be covered with visqueen. The visqueen should remain until they can be landscaped. Soil stockpiles should be covered with vis queen to prevent saturation and erosion. Grading and Compaction If any import fill is required it should be inorganic, of low expansion potential, and should contain no rocks or lumps larger than 4 inches in greatest dimension. Stripped soil surfaces in those areas to receive structural fIll, foundations, slabs-on-grade, or pavements, should be scarified to a depth of at least six inches. The soil should be moisture conditioned (or allowed to dry) to produce a moisture content of two percent above the optimum value and then compacted to a density equivalent to at least 90 percent of the maximum value as determined by ASTM Test DI557-70. (U.B.C. Standard 70-1: Field-tests by U.B.C. Standards 70-2, 70-3, 70-4, or 70-5). Page 4 Project 1880 December 13, 2004 Structural fill using on-site or import inorganic soil should be placed in layers not exceeding eight inches in loose thickness, conditioned with water (or allowed to dry) and compacted to the requirements described previously. Where the fill is to be placed on slopes exceeding ten percent the stripped ground is to benched prior to fill placement. Level benches are to be cut into the hillside at least five feet wide. Fill is to be placed in horizontal lifts. Utility Trenches Utility trench excavation can be performed with conventional mechanical equipment to depths up to twelve feet. Excavations up to twelve feet should not encounter groundwater. Trench excavations will not safely stand vertical, but will slough to the natural angle of repose of seventy percent (about 1.5: 1). For the purposes of this section of the report, backfIll is material placed in a trench starting one foot above the pipe or conduit or at the top of concrete formed around the pipe or conduit; and bedding is all material placed in a trench below the backfIll. Unless concrete bedding is required around utility pipe or conduits, free draining sand should be used as bedding. Sand bedding should be compacted by mechanical means to a density equivalent to at least 95 percent of the compaction test maximum (ASTM D1557-70). Trench backfill should be placed in horizontal layers not exceeding six inches in loose thickness and compacted by mechanical means at least 90 percent of the compaction test maximum (ASTM D1557-70). Retaining Walls Retaining walls constructed as part of the foundation system cannot be allowed to "rotate", developing "active" soil pressures. Therefore an "at rest" 'lateral soil coefficient of 0.5 should be us~. Retaining walls may be designed using the equivalent fluid pressure method. For non- compacted granular soil an average backfill soil unit weight of 100-lb/cu ft may be assumed (lateral pressure would then be 50-lb/cu ft). The lateral coefficient of sliding between the concrete base and the underlying sandy soil may be designed at 0.25. Passive soil pressures will depend on the embedment depth and proximity to adjacent slopes below. Rockeries Rockeries are not earth retaining structures. Rockeries may be used as slough wall against stable earth cuts only. It is recommended that rockeries not be constructed over four feet high within this site. Rockery construction must comply with the City Renton standards. Page 5 Embedded Post or Columns Project 1880 December 13, 2004 When designing posts or poles as embedded columns in accordance with V.B.C. Section 1806.8.2.1, lateral bearing (S1 or S3) may be taken at 120 Ib/ft2/ft depth below ground surface. Building Foundations When determining minimum earthquake forces for structures in accordance with V.B.C. SectIon 1629.1, consider the site to be underlain by soil Profile Type So. The proposed framed single-family residential buildings may be supported on conventional shallow foundations bearing on fIrm natural soil or compacted structural fIll. Reinforced concrete continuous footings may be designed to impose pressures on foundation soils up to 1500 pounds per square foot from dead plus normal live loading provided the resulting foundation width is not less than 12 inches for one story, 15 inches for two story, and 18 inches for three story portions of the structure. Individual reinforced concrete foundations, such as may be used for supporting columns, may also be designed to impose pressures of up to 1500 pounds per square foot from dead plus normal live loading, but should be at least 24 inches in minimal plan dimension. As a minimum, isolated concrete pads shall have two #4 bars. These bars shall form a cross (as seen in plan view), and shall be set mid depth in the concrete. Within Lots 3 and 4, no individual piers should be used. Interior loads should be supported on interior reinforced continuous footings. These footings should be connected to the exterior footings and the reinforcing steel lapped onto the reinforcing steel from the exterior footings. The perimeter footing should extend under the garage door. Where footings are constructed adjacent to downslope cut banks or slopes, there is to be a minimum 2: 1 slope drawn between the bottom of the footing (point nearest the slope) and the toe of the cut bank or slope. Foundations should be embedded at least twelve inches below pad grade or adjacent fmished grade, whichever is lower. Total Differential Settlement No compressible soils were encountered in the test pits. Soils are uniform in compactness and thickness within each building pad. Therefore, the total differential settlement for buildings designed and constructed in accordance with the recommendations presented in this report should be negligible. Settlement should occur during the initial framing period. Page 6 Concrete Slabs-On-Grade Project 1880 December 13, 2004 Concrete floor slab should be constructed on compact soil subgrades prepared as described in the sections under Grading and Compaction. Where floor dampness must be minimized, a minimum 4-inch section of capillary break material covered with a membrane vapor barrier should be placed between the floor slab and the compact soil subgrade. The capillary break should be free draining, clean gravel or rock, such as 3/8" pea gravel. The membrane vapor barrier should be at least lO-mil thick polyethylene or its equivalent. Where floor dampness is not objectionable, concrete slabs may be laid directly on the compact soil subgrade. Footing and Retaining Wall Drains Footing drains are recommended for all footings and retaining walls. A perforated drainpipe should be placed at the upslope base of the footing. The drainpipe should be covered with at least a twe.1ve-inch wide zone of washed 112" to 1" drainrock. The drainrock layer should be about twelve inches thick for footings and should extend at least half way up the back of retaining walls. The drainrock should be covered with filter fabric paper, and a layer of native soil should be placed over filter fabric as a soil cap. Preliminary Soil InfIltration Data With respect to infiltration, the site is underlain by fme to medium grained sand. No groundwater is anticipated within the upper twelve feet. While no infiltration tests were performed, a preliminary estimate is that the sandy site soils have percolation rates in the range of two to four minutes per inch (2-4 Min.lin.). Using the conservative end of the range, this is an infiltration rate of 0.25 Inches Per Minute. For preliminary calculations using equation 5-9 in Section 5.4.1 of the King County Surface Water Design Manual: I measured = 0.25 IniMin = 15 InlHr F testing = 0.30 (EPA Method of testing would likely be used) F plugging = 0.8 (fme sands and loamy sands) D = 12' Once specific infiltration areas are selected, infiltrations tests should be performed to determine fmal design values. Page 7 Surface Drainage and Landscaping Project 1880 December 13, 2004 Surface drainage gradients should be planned to prevent ponding and to direct surface water away from the buildings, slabs, edges of pavements, and towards approved collection and discharge facilities. Drainage pipe should be provided to catch and dispose of downspout rainwater, discharge should be into the approved discharge facility. Site soils are very prone to erosion. Grading and landscaping plans must consider this soil condition. Landscaped ground should slope down away from building foundations at a minimum two percent slope for at least five feet from the footings. Drainage should not be discharged on or near the top of the slopes. LIMITATIONS Changes in development plans will render these specific recommendations invalid unless this office reviews such changes and these recommendations modified accordingly. Subsurface exploration of any site is necessarily confined to selected locations, and conditions may and often do vary between these locations. Should varied conditions come to light during project development these conditions should be reported to this office for evaluation. PLAN REVIEW AT BUILDING PERMIT STAGE It is recommended that the Site Plans and Building Plans for the development of Lots 3 and 4 be reviewed by a licensed (P.E.) geotechnical (Civil) engineer at the building permit stage of development. Additional exploration may be appropriate. Report Prepared By: Dennis Joule, P.E. EXPIRES 7-9-05 Page 8 Appendix A Arial Vicinity Map and Topography ."':,:,,"" rage 1 or 1 <® King County -=-__ ~i4,"aJ. Comments By visiting this and other King County web pages, you expressly agree to be http://www5.metrokc.gov/servletlcom.esri.esrimap.Esrimap?ServiceName=overview&Cl... 12/12/2004 · ":' ' .. ~ ... '" ~:; •• : •• : ~.: .; ,:.:/ ,:. >. .~ ....... v.&. .L" •• ; •• ;;>~:."."~ ® King County ~_"i4i4lt%4. comments AiM"'· Services I 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.gov/servlet/com.esri.esrimap.Esrimap?ServiceName=overview&Cl... 1211212004 . ,,,;".". ""'."'. :.", . .. "'",'. ,', " :' . ~". '.' . ~.. . . Appendix B Test Pit Logs .... ). " SOIL LOG -TEST PIT No.1 PROJECT: Pruss Property -1424 N. 4dh Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None SOIL DESCRIPTION Silty Fine to Medium Grained SAND Very Silty Fine SAND Slightly Silty Medium Grained SAND Bottom Hole 10' No Water COLOR Brown Gray Brown Gray Brown FINAL MOISTURE CONSISTENCY Moist Loose ------Medium Dense Damp Medium Dense Damp Medium Dense . ", ."' ..... :. DATE: 12-10-04 HOLE ELEVATION: 116' LOGGED BY: DJ SOIL TYPE DEPTH ! PENITR, TORVANE SPN -1- -2- SPL -3-I SPN -4- -5- -6- -7 - -8- I I -9 -I -10- -11- -12- -13- I \ -14- -15- -16- -17- I I I -18-I i I I i I I -19-I -20- I CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER • SOIL LOG -TEST PIT No.2 PROJECT: Pruss Property -1424 N. 4dh Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None SOIL DESCRIPTION COLOR Slightly Silty Fine to Medium Grained SAND Gray Brown Bottom Hole II' No Water MOISTURE Moist FINAL CONSISTENCY Loose ------Dense Medium DATE: 12-10-04 HOLE ELEVATION: 90' LOGGED BY: DJ SOIL TYPE DEPTH SPN -1- i -2- -3- -4- -5- -6- -7 - -8- -9 - -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20- I I i I I I ! I PENITR.. TORVANE i i I CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER • SOIL LOG -TEST PIT No~ 3 PROJECT: Pruss Property -1424 N. 4(/h Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None FINAL DATE: 12-10-04 HOLE ELEVATION: 110' LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY SOIL TYPE DEPTH PENITR.. TORVANE Slightly Silty Fine to Medium Grained SAND Gray Brown Bottom Hole 9.5' No Water Moist Loose SPN Dense Medium -1- -2- ':'3- -4- -5- -6- -7 - -8- -9 - -10- -11- -12- -13- -14- -15- -16- -17- \ -18- -19- -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER • SOIL LOG -TEST PIT No.4 PROJECT: Pruss Property -1424 N. 4f/h Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None SOIL DESCRIPTION COLOR Slightly Silty Fine to Medium Grained SAND Gray Brown Bottom Hole 12' No Water FINAL DATE: 12-10-04 HOLE ELEVATION: 106' LOGGED BY: DJ CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR.INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER " SOIL LOG -TEST PIT No.5 PROJECT: Pruss Property -1424 N. 4(jh Street, Renton, WA EXCAVATED BY: Hatachi EX40UR Trackhoe DEPTH TO GROUNDWATER: INITIAL None FINAL DATE: 12-10-04 HOLE ELEVATION: 119' LOGGED BY: DJ SOIL DESCRIPTION 5/8 Crushed Rock Very Silty Fine to Medium Grained SAND COLOR Grav Gray Brown MOISTURE CONSISTENCY SOIL TYPE Moist Dense GPN Moist Medium SPL Dense DEPTH -1- -2- -3- 1------------------------------+-------~----_4--------~------+_ -4- Slightly Silty Fine to Medium Grained SAND Gray Damp Medium SPN With Rounded Gravel (Clasts to 3") Brown Dense -5- -6- -7 - -8- -9 - Bottom Hole 9' No Water -10- -11- -12- -13- -14- -15- -16- -17- -18- I -19- -20- I PENITR.. TORVANE I I i I I I I I CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM -PENITR. INDICATES READINGS TAKEN WITH A SOIL TEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOIL TEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER ." ; .. ' SECTION 7 OTHER PERMITS. . ', .. .> SECTION 8 .. . ESC ANAL YSIS AND DESIGN SECTION 9 . BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT SECTION 10 r OPERATIONS AND MAINTENANCE MANUAL PACIFIC NORTHWEST TITLE Company of Washington, Inc. December 10, 2004 Baima & Holmberg 100 Front Street South Issaquah, Washington 98022 Attention: Cam Order No.: 580867 Your Ref.: Basic Ventures DEVELOPMENT PLANNING CITY OF RENTON DEC 1 62OO1t RECEIVED Please find enclosed a copy of a Commitment for Title Insurance on the above referenced transaction, as requested. Thank you for the opportunity to serve you. Pacific Northwest Title Company of Washington, Inc. takes great pride in the service and customer satisfaction we are able to provide our customers. If we can answer any questions or provide further assistance, please feel free to call. Mike Sharkey Senior Title Officer Unit No. 12 215 Columbia Street A Seattle, WA 98104-1511 A (206) 622-1040 A Fax: (206) 343-1358 http://pnwt.com COMMITMENT FOR TITLE INSURANCE ISSUED BY PACIFIC NORTHWEST TITLE INSURANCE COMPANY, INC., a Washington corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and. Stipulations hereof. . . . This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurqnce and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. . Signed under seal for the Company, but this Commitment shall· not be valid or binding until it bears an authorized Countersignature. IN WITNESS WHEREOF, Pacific Northwest Title Insurance Company, Inc, has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown in Schedule A. . PACIFIC NORTHWEST TITLE Insurance Company, Inc. Authorized S.!9nato!y" PACIFIC NORTh~ST TITLE co. Company SEATTLE, W'A. City, State American Land TItle Association Commitment -1966 (Rev. 3/78) 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@pnwt.com) Title Technician, Annette Strate (annettestrate@pnwt.com) Unit No. 12 FAX No. (206) 343 -1330 Telephone Number (206)343-1327 Basic Ventures Title Order No. 580867 CERTIFICATE FOR FILING PROPOSED PLAT 18211 240th Avenue Southeast Maple Valley, Washington 98038 Attention: Jackie Pruss Your Ref.: Basic Ventures SHORT PLAT CERTIFICATE SCHEDULE A GENTLEMEN: 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: BASIC VENTURES, INC., a Washington Corporation SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: TAX: $200.00 $ 17.60 TOTAL CHARGE: $217.60 RECORDS EXAMINED TO: December 6, 2004 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. 580867 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: That portion of Government Lot 1, Section 32, Township 24 North, Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the northeast corner of said Government Lot; Thence along the east line thereof, south 1°42'13" west 674.35 feet; Thence north 88°48'58" west 955.66 feet; Thence south 12°49'30" west 264.57 feet; Thence south 53°55'46" east 416.57 feet to the TRUE POINT OF BEGINNING; Thence south 1°11'02" west 162.58 feet to the south line of said Government Lot; Thence along said lot line north 88°48'58" west 160 feet; Thence north 1°11'02" east to a point which bears north 53°55'46" west from the TRUE POINT OF BEGINNING; Thence south 53°55'46" east to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southeast 84th Street. END OF SCHEDULE A GENERAL EXCEPTIONS: SHORT PLAT CERTIFICATE Schedule B Order No. 580867 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, lakep, 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. 580867 1. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: Basic Ventures, Inc., a Washington corporation Pacific Northwest Title Company of Washington, Inc. Executive House, Inc., a Washington corporation $308,000.00 October 5, 2004 November 23, 2004 20041123000965 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. NOTE 1: GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL: YEAR: TAX ACCOUNT NUMBER: LEVY CODE 2004 322405-9062-05 2100 CURRENT ASSESSED VALUE: Land: $128,000.00 Improvements: $128, 000.00 GENERAL TAXES: SPECIAL DISTRICT: TOTAL BILLED: $2,944.17 $1.59 $5.00 $2,950.76 PAID: $2,950.76 END OF SCHEDULE B Title to this property was examined by: Diana Cardenas Any inquiries should be directed to one of the title officers set forth in Schedule A. Cc: Baima & Holmberg/Issaquah/Cam JXB/20041123000964 (Portion :tfW ~ 32-24-5 1/' PACIFIC NORTHWEST TITLE Order No. 580867 Company of Washington, Inc. IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. N \, AFTER RECORDING MAil TO: Mr. and Mrs. JOSEPH M. PRUSS18211 240TH AVE. SE Maple Valley. WA 98038 E2085458 . KU/23/2IM 11: t9 XHG COUNTY, 1M ~ saU::H::: PAGEeel OF eet STATUTORY WARRANTY DEED d20 Escrow No. 20040977-ELS Title Order No. 577096 ~$C 51Icfi~J{ THE GRANTOR JOCELYN C. JONES. A SINGLE WOMAN FI LE 0 BY PNWT for and In consideration of Ten Dollars ar other good and valuable consideration . / in hand paid. conveys and warrants to'lBASIC VENTURES. INC •• a Washington Corporation V the following described real estate, situated in the County of King. State of Washington: legal Description labbreviated): PTN. NW 32-24-5 additional legalis) on Exhibit" A" Assessor's Property Tax Parcel/Account Numberls): 322405·9062-05 Subject to: Special exceptions numbers FUTURE REAL PROPERTY TAXES as set forth in PACIAC NORTHWEST TITLE COMPANY Commltmentfortitle insurance no. 577096 Issued September 22. 2004 and so referenced for full particulars. State of Washington }ss. County of King I certify that I know or have ~atisfactory evidence that STANLEY l. JONES islare the person{s) who appeared before me •. and saia.personls) acknowledged that HE Signed this instrument, on oath stated that HE WAS authorized to execute the Instrument and acknowledged it as the ATTORNEY IN FACT of JOCELYN C. JONES.to be the free and voluntary act of such party for the uses and purposes m·entioned in the'·inStrument. Notary Public In and fo he State of Washington Residing at --yllo.o.L.u..."'-''?F'f'f....r:~----_ My appointment expires _ _4 ...... j.:L........., _____ _ LPB-10 20041123000964.002'--- Escrow No. 20040977-ELS EXHIBIT-A------,------------_ .. ----_.-. -. _. __ .--_._---._--- That portion of aOvernme~t 'Lot I, Section ·32, 'Towns'hip 24 North, Range 5 East, N.M., -in King County, WaShington, described as follows: Beginning at Thence along Thence north Thence south Thence south BEGINNING; the northeast the east line -88°48' 58" west 12°49'30" west 53°55' 46" east corner of said Government Lot; thereof, south 1°42'13" west 674.35 feet; 955.66 feet; 264.57 feet; 416.57 feet to the TRUE POINT OF Thence south 1°11'02" west 162.58 feet to the south line of said Government IiOt; Thence along said lot line north 88°48'58" west 160 feet; Thence north 1011'02u .east to a point which bears north 53°55'46" west from the TRUE POINT OF BEGINNING; Thence south 53°55'46" east to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southe~st 84~ Street. ... ~-. After recording return to: EXECUTIVE HOUSE. INC. 7517 Greenwood Avenne North Seattle, Washington 98103 Loan No. 19640 Grantor(s): Basic Ventures, Inc. Grantee(s): Executive Honse, Inc. Legal Description: I. NW 32-24-5 20041123000965.001" 11.1"1111'" 11~23/zee4 11:2. COONrv,\IA 2. Additional on Page 1 ~or's Tax ParcellD#(s): 322405-9062-05 SHORT FORM DEED OF TRUST THIS DEED OF lRUST is made this f' day of OCTOBER. 2004. BETWEEN BASIC YEN'fURES. INc.. a Washington Corporation as Grantor. whose address is 18211 -240110 Avenue Southeast, Maple VaHey, Washington 98038; and PACIFIC NORTHWEsT'fI'n.E COMPANY OF WASHINGTON, INC. as Trustee. whose address is 215 Columbia Street. Seattle. Was!dngtou 98104: ~ EXECUTIVE HOUSE. INC .. a Washington Corporation. as beaeficiary. whose address is 7517 Greenwood Avenue North, Seattle. Wasbfngton 98103. . Grantor heIeby im:vocably grants, bargains. sells and conveys to Ttustee in trust, with power of sale, the following descn"bed property in..Ki!!g County. Washington: . FILED BY PN\Ai'T AS PER ATTACHED TOOElHBR WITH all the lI:IIemallS. hc:rcdi1amonlS and appurtenallCes, now or hereafter thereunto belonging or in anywise apperIainlng, and the rents, Issw!$ and prof Us thereof and an aIhcr property 01' rights of any kind or nature whatsoever fUrther set l'oJ1h in the Master Form Deed orTrust ~ refemod In, SUBJECT, HOWEVER, to the right, power and auIhority bereinafter gWen to and c:onfcrred upon Benef'1Ciary to coIlCCI and apply sucb rents, issueS lind profi1s. nus DEED IS FOR THE PURPOSE OF SECURING PERFOR}.f.\Nc,; of each agnocmc:Rt ofGranlar im:u-poralCd by n:ferau:e or COIIIBincd beRin and payment of the sum ofTilREE IivNDRED EIGHt mOUsAND AND 1'101108 DOllARS W8.000.o0) with inI=$t thereon acccmIing to the _ of a pro!IliasoI)' Dole of _ date herewith, payable to Beneficiary 01' order and made by Gnntm; an n:newaIs, modi1icaJions 01' c=aensions thaeof; and also such fiaIhcr SUIIIIIS may be adYmtced 01' loaned by Beneficiary to Gtantor, or any of theirsuccesson or isIigns. fI>&eIhcr·wilb inIerost thereon at sueb tale IS sbaII be ageed upon. IIJ' aecatIDg ... d dcllYeI'fq thb Deed of TnIst aud the Note _red hereby, the parties agree that all provIslol1l or l'ang1'IplIs I throap 35 inclusive of the Master Fonn Deed DC TnIIt beriIaafter referred to, except web (N!I'IgI'Iphs as are Ip<dlIcaIIJ adadtd or IIIOcIIfied herein, are ha'eb7 ...... rporated henlil by rcfa'alcc and made ... lotegral part hereof for an purposes the _ as If let I'orIII boireIa at leoqjtb, ad the Grailtor beriby maIces IIId eoveDan1l .ad agrees to CaDy perform aD of said pnwISIo .... The Master Fonn Deed of Trust abaft referred to __ .-rded 00 the tweaty-llflh (lS"') day of Jaly. 1968, ill the 0fticIaI Recorda of the om_ of the CouIltJ AIldltan of the followlnC coulltla 10 WasblnCfOIl In the booJr, aad at the page des/CJlated after Ibe __ of _ ..... un"" 1O-1I'it: .. CQ1.!IfiI BOOK OR VOb ~. AUDITOR'S ~ BooK OR VOL. u.Q!illQ. AUDITOR'S H2. Adam$ 2 ofR.cconl.IasIr. 513·16 Asotin Microfibnod Under Auditor's No. BculoD 241 of OfficIal Rec. 69sAoC Chelan 688 ofoilicial Rec. 1682-1685 Clallam 315 ofomcial Rec. 19S-198 Clarle Aud. Microfilm No. 702859-702862 CaIumbia ·49 ofDcieda i98-201 Cowlitz 747 of 0fficIa1 Rec. 234-237 Douglas 125 ofMoripges 12Q.123 FCltJ 28 of Deeds 41 ~16 Franklin II ofOIlldaJ Rec. 138-141 Garfield Microfi1med under Auditor's No. Onmt 44 ofRec. Doc. 373-376 Grays HadIor 210fGenCral 31-34· lsIaDd 181 ofOffieiai Rec. 710-713 Jeffenon 4 ofOffieial Rec. 316-319 Kina S6!IOoCMtas-436-439 Kitsap 929 ofOff"acia) Rec. 480-483 Kittitas 1I1 ciCMOItpp 361-364 Klickitat 101 ofMortpseI 107·110 fll&HQ. ..f!Yi 122987 101896 592931 681844 383176 0-519253 F3115 ·675475 151893 ISl150 309636 13044 538241 207544 211628 196853 6382309 934770 348<>93 131095 Lewb 7 ofOflic:ial Rec. Uncola 107 ofMortpges Mason Reel 48 Okanogan 121 ofMortpseI Pacilio 213 of Official Rec. Peod 0reIIIe 21ofM •• Pip"ce I ~ ofMtas- Sin Juan 28 ofMrgs. Skagit 19 of Official Rec. Skamania 470fMtas- Snobomisb233 of Official Rec. Spolalne 14 of Official Rec. SIiIvcns 109 ofMtas- Thul'lloa 4S4 ofomcial Rec. . Wabkiakurn 17 of Mortgages Walla Walla 308 ofM •• Whatcom 82 of Official Rec. Wbillilall 1 of Mise. Yaidma 712 of Official Rec. 839-842 776-779 Fnlmc83s-tl38 517-519A 64906S2 8-11 707-710 459-462 80-83 4144 S40-543 1048-1051 394-397 731-734 89-92 7110714 85s-tlS8 291-294 147·150 72SS62 316596 236038 S606S8 55707 126854 2250799 69282 716m 70197 2043549 376U7C 390635 785350 24732 495721 1047522 382i82 2170555 ;.roU411~~096b.UU2 .-... , PaaeTwo A copy or lIIeb MUIer Form Deed olTrult Is hereby l'IIralshed ta the pCI"IOIi Cl[~g t .... Deed olTnnt and.". _lIug tIds Deed ofTrast the Grantor adaIowIcdgcs recelpt of lIIeb Master Form Deed ofTra ... The propcrtywbich is the IUbjcct of this Deed ofTl1ISt !not used principallyorprimari1y fbr ogricultural or fhrmingpurposes. The undcrsignccl Grantor req_ that. copy of an)' Notice oflldault and of any Notice oC Sale bcreundcr be IIl8Ilcd III him at the addre$s hereinbefore ret forth. \VITNESS theband(s) and scales) of the Grantor{.)OII the day and year liJstabo¥c written. Oral amemenls or oral commitments to loan monCV extend mil wig forbear frpm enfornjpg f'el'8Y!!1'!!Il or. deb! ore not enfprneabJo under Washhigton Jaw State ofWashingtoD County of KIng ) )SI ) On this day of before me. the unde:rsigned. a NotaIy Public in and for the State of Washington, duly commissioned and sworn, personally apJieared __ ....,.....,...--,...----:---.., ____ .,.-.,.--J' to me known to be the individual(s) dcscribcd in and who executed the foregoing instrument, and acknowledged to me that signed and sealed the said instnimcnt as free and vohmtary act and deed, for the uses and purposes therein mentioned. Witness my hand and official seal bcreto affixed the day and year firSt above written. Notary Public In and for the State of Washington, nmdingat ________________ ~ My commission expires: STATE OF WASHINGTON ) )l!S COUNTY OF KING ) . on 1111$ .l9!% of ~ me, ilia undersigned, a Notary PublIc In and for the SIa1e of Washlnglo~, duly c:omri1fssloned and swom M. Pruss and Jackl S. Pruss 10 me known 10 ba ilia President and VIce that 8lIeCUIBd ilia w!Ihlri and foregolrig lnsIrument, acknowtedged ilia said and deed of saki c:orparalion. for ilia uses and purposes Iherein menUoned, and on auIhoI1zed 10 execuie ilia said Instrument and ilia seal afIixed is lIIe corporate seal . REqUEST FOR FULJ,i;RECONVEYANCE. . To be used only when aD obligations have beeh paid under lila note and IIIIs deed of !rust. TO: TRUSTEE: Tha tmdarslgned Is ilia legal owner and hoIdar of ilia nola and aD oilier Indebtedness secured by ilia >M1hIn Deed of Trust Said note. \IogeIhiIr with aD other lndebtedneSll secured by aa1d Deed of Trust. has been fully pilid and satisfied; and you are hemby requested and dIIeded. on payment 10 you of DliI sums owtng 10 you uiIder the terms of said Deed of Trust. to cancel' said note above mentioned. and all oilier evidence of Indeb\edness Seco.nd by ~ Deed of;r~ ~eJlveted 10 you harewfth, together will! the ~ Deed of Trust. and 10 racoiivey. wllhciut.wairanty, 10 tha parlies I!esign8tild by the ; terms of said Deed of Trust, au the estate now held by you theleUnder. . -. ! Dated, ______ -'.2O __ MaD 10: ElcIK:UtIve House, Inc, 7517 GreenWood Avenue No!1h Seattle, WashinglOn 98103 . r-. 20041123000965.003 ' . Escrow No. 20040977-ELS EXHIBIT "Aft ... ---_.-.. _---..•... ---.. _-----:---' .,. ----_ ... -------:--- That portion of Go~ernm~t'Lot 1, Section·32, 'Township 24 North, Range 5 East, W.M., in King County, Washington, described as follows: Beginning at the northeast corner of said Government Lot; Thence along the east line thereof, south 1°42'13" west 674.35 feet; Thence north 88°48'58" west 955.66·feet; Thence south 12°49'30· west 264.57·feet; Thence south 53°55'46" east 416.57 feet to the TRUE POINT OF BEGINNING; Thence south 1°11'02" west 162.58 feet to the south line .of said Government LOt; Thence along said lot line north 88°48'58" west 160 feet; Thence north 1°11'02" east to a point which bears north 53°55'46" west from the TRUE POINT,OF BBGINNING; Then~e south 53°55'46~ east to the TRUE POINT OF BEGINNING; EXCEPT that portion thereof within Southe~st 84~ Street. ". i." .. : '. DEVELOPMENT PLANNING CITY OF RENTON DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM October 1, 2004 Susan Fiala, Senior;,Planner ~1_ I q . Jim Gray, Assistant Fire Marsh":sJ '(j Jones/ Basic Ventures Short Plat, 1424 N 40th St.' Fire Department Comments: DEC 162004 RECEIVED 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 structure. 2. A fire mitigation fee of $488.00 is required for all new single-family structures. 3. Fire Department access roadways require a minimum 20 Foot paved roadway. 4. All building addresses shall be visible from the public street Please feel free to contact me if you have any questions. To: From: Date: Susan Fiala CITY OF RENTON MEMO PUBLIC WORKS Mike Dotson ~ October 21, 2004 ., Subject: PreApplication Review Comments PREAPP No. 04-124 -Jones Short Plat -1424 N 40th Street NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN TmS MEMO: The foUowing comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). ReView comments may also need to be revised based on site planning and other design cbanges required by the City or made by the applicant. The following comments concern utility and transportation development issues for the subject site. In consideration of the aforementioned, the following information was ascertained: WATER 1. There exist a 12" water main adjacent to the site. 2. The modeled fIre flow available at the site is approximately 2400-2800 gpm. 3. The proposed project is located within the 320-water pressure zone. 4. The site is outside the Aquifer Protection Area. 5. All new single-family construction must have a fIre hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There does appear to be an existing hydrant in the vicinity that may be counted toward the fIre protection for this project. Any existing sub-standard hydrants will need to be replaced and/or retrofItted with a quick disconnect Storz fIttings. 6. If fIre sprinkler systems are necessary, then a separate fIre sprinkler permit will be required. 7. All short plats shall provide a separate water service (meter) to each building lot prior to recording ofthe short plat. 8. The lot layout submitted with the pre-application request will require a 4" water main to provide water service to lots 3, 4, and 5. 9. City Code requires a System Development Charge (SDC) for new development. The current SOC fee for Water is $1,525 per new Single Family residence. SANITARY SEWER 1. The existing house is connected to the City Sewer (see attached side-sewer sketch). It appears that portions of the existing side-sewer may cross the proposed lot lines. r' t Page 2 10/2112004 2. All short plats shall provide separate side sewer stubs to each building lot prior to recording of the short plat. No dual side sewers are allowed. Side sewer shall be a minimum 6" diameter at 2% slope. 3. City Code requires a System Development Charge (SDC) for any new development. The current SDC fee for Sanitary Sewer is $900 per new Single Family residence. SURFACE WATER 1. There are stormwater facilities along the frontage of this property. 2. A complete conceptual drainage plan in accordance with the 1998 King County Surface Water Design Manual is required with the formal submission of this proposal. Detention and water-quality treatment facilities may be required for this project. 3. City Code requires a System Development Charge (SDC) for any new development. The current SDC fee for Surface Water is $715 per new Single Family residence. STREET IMPROVEMENTS 1. Per City of Renton code, subdivisions greater than 2 residential lots in size are required to install half pavement width per standards. The project also requires installing curb, gutter and sidewalks, along the frontage of the parcel being developed. 2. A traffic mitigation fee of $75 per additional trip generated would be required for the site. The fee is calculated on a 9.57 trips per new single-family residence. This fee is payable at time of building permit. GENERAL COMMENTS 1. Submittal of conceptual utility plans showing all existing and proposed utilities; including water mains, sewer mains, manholes, valves, hydrants, drainage facilities, drainage mains and catch basins is required for permit review. All existing utility easements on the site must also be shown on the site plan. If you have questions please call Mike Dotson, Plan Reviewer, at 425-430-7304. 2. Permit application must include an itemized cost of construction estimate for the utility and roadway improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated cost; 4% of the next $100,000; and 3% of any additional cost. One-half of this fee is due at time of permit application. 3. The applicant is responsible for private utility easements. I:\Plan Review\Plan Review 2004\Jones Short Plat - N 40th 2.doc " .' -- ... ' ...--.. Q;l,",~ I I CITY OF RENTON AHLlCATJOH FOIl SEWEJt SEltYlCE EB :SOn'''') "':r..-loe eppUcaifDD'" Sew« Bonlee ... a.. ~ -.w at Ko.. '''\M'i Oactb yrf:~ *'k 6 \.."CO _ W No psi(.. BIodI: No ~dMML~ ____________ __ w JIIIIIPCIf;J ...... djl .. pCll' .... I:.-. ____ ~ ________ _ 21oe ....... "' ...... --"L;lI,oIIl.1~iI:.¥.--~~ ...... --_~ .. etfect tor IIIdl -uce =~~::: .. ~ '" be adcple4 mr. It J'Ipe'-(J~;r ______ ........ "__..::4="".<)'_"y'__ ____ _ I I I 14Z~ I I I f I I f I I I I -' 00001655 vy V,\.I B4 " 29 T24N RSE W 112 xxx • .' .. --....•.. -._-u",,:,:~~~';' V. N121-X • ;-:: NE33a ~ ....... .. . / ....... _ ... 5', vv't/. ~ ~ N ~ et' S ~ N ~ ex) B4 fI 29 TUN RSE E 112 W 112 "" --I 8~!... "i .i i I i I , .' . ~ -803 . '. ~.-~ '" ~'" ,\I' I fff'P • , • t, • : __ •••• S:JI • r.-v'lr-'-' -'" ."" .. ,.. .. " 1 ~':" .~ .. ___ '. ." "'N-3"''''h~' i : . ...':. ,_. ¥.. . ~f.=t.-.li_(_" . -··AMV ......... '"\, O'~' ~ I ",g I -' ... d .... --·· .. • .. · .. .;,: • ". r I i i j ! I I . \ I I ~ / ! I I , / tt /' i ~1 '4.1 } ~: . I ~! iii 10' I I' . ; I 2:l ~ 127~ r .'",,:, / , t:ti .~ , ~ ~'''·''''T··.....=J ~", .. ' .. -.¥ ..... ' t3 ~~,.. ,.... ~ ~. . Z '1" .. : , ~ I ' i ' , i .' i ! • I t ... < \ ;, .. , ... \ \ ~ ~ , . '" .... "-.. .. .. t .. .. G, .. G • -. I" I G' ·4#p-9.~~~~------.. ~. -.., . .... ~-' !!-. " -----.,,-,,:-.. ,;;.-:-~' , ;1" . . ~ .. / .... , ... ': ~ ~ ~ 5 ! ~~. .' -'. E-I :l"''': ~ --... .;:...,. '~I '. • ~ ... ~ ~ ...,;_. j ~ . J:Q .0,;:: '''-'. CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: October 21,2004 TO: Pre-Application File No. 04-124 FROM: Susan Fiala, Senior Planner, (425) 430-7382 . SUBJECT: Jones Short Plat (Basic Ventures) General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification andlor concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal . Code. The Development Regulations are available for purchase for $55.00 plus tax, from the Finance Division on the firstfloor of City Hall. NOTICE: CHANGES TO THE DEVELOPMENT STANDARDS ARE CURRENTLY UNDER REVIEW AND ADOPTION WITHIN THE NEXT FEW WEEKS IS· EXPECTED. THE SUBJECT PROJECT APPEARS IT WOULD BE AFFECTED BY THE PROPOSED. CODE REVISIONS. PRIOR TO PREPARING YOUR LAND USE APPLICATION PLEASE CHECK WITH DEVELOPMENT SERVICES TO CHECK ON THE CODE.REVISIONS AND HOW THEY MAY AFFECT YOUR PROJECT. It appears that changes to the R-8 zone may affect this project at the time of formal land use application (i.e. density. lot size, etc.). A draft of the revised code is provided for your perusal and is still subject to revision . . Project Proposal: The subject site is addressed as 1424 N. 40th St. The proposal is to subdivide a one . parcel site into five (5) lots. An existing single family residence (log house) would not remain within the short plat if five lots are achieved. An existing detached building and carport would be required to be removed/demolished prior to recording the short plat. The site is 30,492 sq. ft. (0.70 acres) according to the King County Assessor's information. Zoning/Density Requirements: The subject property is located within the Residential -8 dwelling units per acre (R-8) zoning designation. The current density range required in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (dulac) for parcels greater than one half acre. Net density is calculated after deducting designated critical areas, areas intended for dedication to public rights-of-way andlor private streets serving more than three units from the gross area of the site. The proposed density range required in the R-8 zone would be a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (dulac). Net density is calculated after deducting designated critical areas, areas intended for dedication to public rights-of-way and private streets serving more than three units from the gross area of the site. Under both the current and proposed R-8 development standards: The applicant did not provide a proposed density Staff did a rough estimate of the private access easement to be deducted from the Jones Short Plat (Basic Ventures) Pre-Application Meeting . October 21, 2004 Page 2 of4 gross area of the site and calculated the proposed density for the 0.70 acre (30,492 sq. ft.-3,598 sq. ft. = 26,894 sq. ft. (0.62 acres-net) site would be 8.1 du/acre (5 lots /0.62 net acres = 8.06 dulac) which is greater than the allowed maximum of 8.0 dulac for the R-8 density. This density is only an estimate as all square footages were not provided. Development Standards: The R-8 zone permits one residential structure/unit per lot. Detached 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. Minimum Lot Size. Width and Depth - Current: The minimum lot size permitted in the R-8 zone is 4,500 square feet. Lot 4 is a pipestem lot and its lot area is not included in the lot size (as noted on the drawing). - A minimum lot width of 50 feet for interior lots and 60 feet for comer lots, as well as a minimum lot depth of 65 feet, is also required. All lots appear to generally comply with the development standards for width and depth and size. Proposed: The minimum lot size that would permitted in the R-8 zone is 4,500 sq. ft. for parcels greater than 1 gross acre and 5,000 sq. ft. for parcels less than 1 acre-gross. The site is less than one (1) acre-gross; therefore, a lot size of 5,000 sq. ft. would be required after the deduction of the land area for the private access easement located on each lot. Thus, Lots 2, 3 and 5 would not comply with the proposed lot size standard. Lot 4 is a pipestem lot and its lot area is not included in the lot size (as noted on the drawing). A minimum lot width of 50 feet for interior lots and 60 feet for comer lots, as well as a minimum lot depth of 65 feet, is also required. All lots appear to generally comply with the development standards for width and depth. Lot sizes do not comply with the proposed R-8 standards. The short plat would need to be revised to meet these requirements. For the formal land use application, all lots must be fully dimensioned to determine compliance. Building Standards -. Current: The R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. Lots under 5,000 square feet in size are permitted a maximum building coverage of 50% of the lot area . . Proposed: The R-8 zone would allow a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots 5,000 square feet in size or greater. Lots less than 5,000 square feet in size would permit a maximum building coverage of 50% of the lot area. Building height is restricted to 30 feet and two stories. Detached accessory structures must remain below a height of 15 feet and one-story with a gross floor area that is less than the primary structure. Accessory structures are also included in building lot coverage calculations. Square footages of buildings to remain, if any, must be provided at the time of formal land use application. Also, any buildings that are to be removed/demolished must be done prior to recording the short plat. Setbacks - Current: Setbacks are measured from the property lines to the nearest point of the structure. The required setbacks in the R-8 zone are 20 feet in the front, 20 feet in the rear, 5 feet on interior side yards and 15 feet on side yards along streets. Under the current code, setbacks as shown would comply. Proposed: Setbacks are the minimum distance required between the building footprint and the property line or private access easement. The required setbacks would be in the R-8 zone are 15 ft. for the primary structure and 20 ft. for attached garages accessed from the front yard in the front, 20 ft. in the rear and 5 ft. on interior side yards. The Jones Short Plat (Basic Ventures, Pre-Application Meeting October 21.2004 Page 3 of4 side yards along a street setback is 15 ft. for the primary structure and 20 ft. for the attached garages which access from the side yard along a street. The drawing submitted does show setbacks for the proposed lots. However, the proposed code amendments would require the setbacks for Lots 2 and 3 to be measured from the private access easement. All setbacks are to be shown on the formal land use application short plat plan submittal, but must be removed prior to final short plat recording. Access/Parking: Each lot is required to accommodate off street parking for a minimum of two vehicles per lot. Lot 1 would be accessed directly from N. 40th Street. Lots 2, 3, 4 and 5 would be accessed via a private access easement. Private streets are allowed for access to six or less lots, with no more than 4 of the lots not abutting a public right-of-way. The street is to include a minimum easement width of 26 feet with 20 feet of paving. Private driveways may serve a maximum of two lots and must have a minimum easement width of 20 feet with 12 feet of paving. Addresses of lots along private streets and shared driveways are to be visible from public streets by provision of a sign stating all house numbers. The sign is to be located at the intersection of the public .. street and private streets or shared driveway. Driveway Grades: The maximum driveway slopes can not exceed fifteen percent (15%), provided that driveways exceeding eight percent (8%) are to provide slotted drains at the lower end of the driveway. If th·e grade exceeds 15%, a variance from the Board of Adjustment is required. Sensitive Areas: Based on the City's Critical Areas Maps, the site is located within critical areas, including: Geologic Hazards (steep slopes) and moderate landslide hazards. Geologic Hazards -The Critical Areas Maps indicate that slopes of 15% and 25% are present on-site. Sensitive slopes have grades from 25% to 40%. Specific standards apply for development located within sensitive slopes and landslide hazard areas. Pursuant to the Renton MuniCipal Code (RMC 4-3-050J) the applicant will be required to obtain a geotechnical report stamped and signed from a Geotechnical Engineer stating that the site is suitable for development and addresses soils, geology and other key elements. In addition, the report will need to address any special construction requirements deemed necessary by the Geotechnical Engineer. Through the review process, the City may condition the approval of the development in order to require mitigation of any potential hazards based on the results of the study. In addition, pursuant to RMC section 4-3-050.J.3, the geotechnical report submitted with the application may be required to undergo independent secondary review by a qualified specialist selected by the City at the applicant's expense. Environmental Review: The project does not appear to require SEPA review as short plats are exempt from SEPA and it does not appear that critical areas are present. Critical areas include protected slopes, wetlands, very high landslide hazards and others as defined in RMC 4-11-030; .. -. _.,. If determined that SEPA is required, the proposal would be brought to the Environmental Review Committee for review as it is their charge to make threshold determinations for environmental checklists. Typically, mitigation of impacts is accomplished through fees related to issues such as transportation, fire and parks as well as measures to reduce impacts to environmental elements such as soils, streams, water, etc. Permit Requirements: Short plats that involve 9 or less lots, but more than four, require a public hearing before the City's Hearing Examiner. The preliminary review of the proposal would be processed within an estimated time frame of 8-10 weeks for preliminary approval. The application fee is $1,000 for the Hearing Examiner Preliminary Plat. Jones Short Plat (Basic Ventures) Pre-Application Meeting October 21.2004 Page 4 of4 If any additional land use applications would be required, such as Environmental (SEPA) Review. Concurrent land use applications are one-half the full fee. If required: Y2 of full fee for SEPA Review (Environmental Checklist) which is dependent on project value: less than $100,000 is $200 (1/2 of $400.00 full fee) and project value over $100,000 is a $500.00 fee (1/2 of $1000.00 full fee). With the short plat, first class postage per mailing label is required for notification to surrounding property owners within 300 feet of the site. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once preliminary approval is received, the applicant must complete the required improvements and satisfy any conditions of the preliminary approval before the plat can be recorded. It is the applicanrs responsibility to initiate the final short plat process. The newly created lots may be sold only after the final short plat has been recorded. For your use, a copy of the short plat recording process to be completed after preliminary short plat approval is included in the informational packet. Fees: In addition to the applicable building and construction permit fees, the following mitigation fees would be required prior to the recording of the short plat. • A Transportation Mitigation Fee based on $75.00 per each new average daily trip attributable to the project; and, • A Fire Mitigation Fee based on $488.00 per new single family lot; and, • A Parks Mitigation Fee based on $530.76 per new single family residence A handout listing all of the City's Development related fees is included in the packet for your review. Short Plat Expiration: Upon preliminary short plat approval, the preliminary short plat approval is valid for two years with a possible one year extension provided the request is submitted to the decision maker prior to expiration. Consistency with the Comprehensive Plan: The eXisting development is located within the Residential Single Family (RSF) Comprehensive Plan Land Use designation. The following proposed policies are applicable to the proposal: . Current-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. . Current-Policy H-85. Provide homeownership opportunities in all neighborhoods. New-Policy LU -147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per net acre. New-Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. Additional Comments: • If the applicant does not submit a land use application and receive a letter of completeness, prior to the effective date of the new code amendments, the short plat would be required to be redesigned to meet the new code. Once the new code text is finalized, staff recommends that the applicant further discuss the revised short plat with staff prior to formal land use application. • In advance of submitting the full application package, applicants are strongly encouraged to bring in one copy of each application material for a pre-screening to the customer service counter to help ensure that the application is complete prior to making all copies. cc: Jennifer Henning CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONTACT: SUBJECT: October 19, 2004 Don Erickson JoneslBasic Ventures Short Plat, 1424 N. 40th Street; PRE 04-124 Summary: The applicant is proposing to short plat a 0.70-acre parcel at the intersection of North 40th Street and Meadow Avenue N into five lots. An existing single-family residence on the site will be demolished to make way for the five new lots. The subject parcel is designated RS on the City's Comprehensive Plan Land Use Map and zoned R-8, eight units per net acre. Relevant land use and development related policies are attached. The Comprehensive Plan Compliance Matrix, . below, shows the relative level of compliance of this proposal with these existing and proposed policies. ~~~~Q~~~f~~~~~~~~~~~~ ~Ji~~a.r_ Residential Sinf!le Familv Des;flnation Policv LU-147 Policv LU-148 Policv LU-149 Policv LU-150 Poli.cF LU-153. Communitv Des;!!iI Element Poliev CD-12 Poli~ CD-13. TransDortation Element Policv T-5. Pol~T-9. Policv T-16. Findings: The applicant has not provided sufficient information regarding the vast majority of relevant policies. A vicinity map showing surrounding developments would be helpful in determining the character of the existing street system as well as the relationship of future houses to existing 10neslBasic Ventures Shon .. :tt 2 development patterns in the area and its impact on residents privacy and quality of life. New policies also preclude easements from being included in the calculation of lot size. Also, the applicant has not provided information on the status of adjacent properties, whether they are developed or likely to develop in the foreseeable future. Attachment cc: Don Erickson H:\EDNSP\Interdepartmenta\\Deve\opment Review\Preapps\Conunents\RS\Jones-Basic Ventures Short P\at.doc\cor loneslBasic Ventures ShlJ •• Plat Relevant Comprehensive Plan Land Use Policies Residential Single Family Designation 3 Policy LU-I47. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per net acre in Residential Single Family neighborhoods. Policy LU-I48. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than an acre (43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater than an acre to create an incentive for aggregation of land. Policy LU-I49. Lot size should exclude private sidewalks, easements, private road, and driveway easements, except alley easements. Policy LU-I50. Required setbacks should exclude public or private legal access areas, established through or to a lot, and parking areas. Policy LU-I53. Interpret development standards to support plats designed to incorporate vehicular and pedestrian connections between plats and neighborhoods. Small projects composed of single parcels and/or multiple parcels of insufficient size to provide such connections should include future street stubs. Future street connections should be clearly signed notifying residents of future roadway connections. Community DeSign Element Policy CD-I2. Infill development, defined as new short plats of nine or fewer lots, 'should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. . . Policy CD-13. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and/or responding to more urban ,setbacks, height or lot requirements. Infill development should draw on elements of existing deVelopment such as placement of structures, vegetation, aiul location of entries and walkways to reflect the site planning and scale of existing areas. Transportation Element Policy T-5. Land use and transportation plans should be consistent so that land use and adjacent transportation facilities are compatible with each other. Policy T-9. Streets and pedestrian paths in residential neighborhoods should he arranged as an interconnecting network that serves local traffic and facilitates pedestrian circulation. , Policy T-I6. Access management, such as restricting left turns and excessive use of driveways, should be coordinated with design standards and land use in order to enhance public safety and preserve traffic carrying capacity. H:\EDNSP\Interdepartmental\Development Review\Preapps\Conunents\RS\Jones-Basic Ventures Short Platdoc\cor , , CDR ~o "yo ...... 00 .JU-. 1 ! ! -.;:-~,~ .. C3 31 T24N R5E E 1/2 5431 .. DEC-14-2004 17: 22 ..... ITY OF RENTON· 425 430 7300P. 0l/0~ WAIVEft ~F SUBMITTAL REQUIRAtENTS jlf#1-to I /}., FOR LAND USE APPLI.CATIONS /fbYtl v<rt#J!j ·~!~~~!\!~i~!~i~m'~rl'~::Ii..g1~~l)~~It!i r;Ir10~~i Jt!lftwi: )l))))!i!)j)~i!i!!~i!i!jtlf~I~~~~i!ii~Jij~)jl!~[i!!~:))!if;ii calculations, t&~:~~~~lit}~~~:~:;;~{tr~~t):~:~:~~~~~~~~~~~~~~~~ r~~j:~/~~~~~~~~t(:: ~~~:r~~~~~~~~~tti:~;t it~~~~~~~~~~?~~{~~~~~i~~~~~~t:;:~:~{t:~~~~~:~~~~~~~:~~\;~:~:~~:~:~::~:~~::~~ Construction Mitigation Description 2 ANI)" • ~ij~~~~~~t~~t~{:~;:~:~~~{:i!~~i~~~~{?~~{!gr~~tI~ ~~~rtr~~~j:~}~:~? :~~;~}I~;~?~~??~~~: :?i~t;r~~~:r;}~);~:~:~~?~~~:~~!~~~~~~~~~~~~~~~~:~~~;~~:~~~~~~~:~~:~:::;:::;~~: Drainage Control Plan 2 ~i~~~~~~~:?i~~:?~~~(;~~~~~t~?~!~i~~~::i~i~~~~~~~~t)~!~\~f~ ;t~~~~;\~~~~~~~~~;;;;~;~. ~t~~~~ti:~~??~(;~. ;~}~~~~~~;~~;~i~~~?~~~~~~~}~Jf;~~~~ij~~t~\~!t!~~~~~?:~~:~~~~~!~~~~:: Elevations, Architectural ~ AND 4 ~~~i~~~!i~~~{~~;tl;:~:~;~:~:r~{:(j:~:~:~~~:~~(~:~ :??t~;~:ir~~~~:i:~: :i:i:~:i:~:~:~{~~~~;~:~t!~: :~:~:~:~~~~:~~~;~~~??:~(}~~t~~:~~~:~;~:)~:~:~~~~~:)~:;:~:!;)~:~:~:~:~:;~i: exiSting Covenants (Recorded Copy). ~~~:~~~~~~~~P.rjl~:~!~:~:~:~:~:~t:~:~:~;~ ;f~:~:~:~:~:~:}~:~:~:~:~: ~~;~~~;~;;;~:~:~:~:~:j:~:~:~:f :~{;t~:::~{:i:~:~:~:~:}~:~:~;~:j;~:~:~:~:)}~~~:~:~:;:;:~:}~:~:~:~::;;:~;:;:: Flood Ha2ard Data .. f:.i~d!~~:~~~~:~:~:;:~:~:~:}~:~:~:~:~:;:;:;:t~;~;:;~:~:~:~:~:~:i;!:~:~:rf~;~{ :~:i:~:~:~:?!:!:~:!:!:~:~;!: :i;~;~;~;!:}i:i:~:;:~:~:~:f :~:~:~:~:~;!;!:~;!:fi:)\i:~:~:~:~;~:~;~:?}~:i:~:~{:~;)!:::~:::~:~:~:~:~:::~: Geotechnical Report a AND:I i~g:j?~~;!~~~lI:~:~:f~{:~{:~:~:i{:~:~:~:~:~:~:~:~:~:~:!:~ :~:~:!:i:~:~:!:~:~:)~:~:~:~; ;~{:})~:::!:!:!:i:i:~:i: :i:~:~:)~:~:)~:i;~;:;:;!:~:j:~{(:?~:~:?r)i:i:i;i:~;i:}~:~:i:~:~:~:~::: Grading Plan. Detailed 2 ~~j~~~~~~~f!~~:~:}~:~:~;~:)~t:~:r~~~~~:~:f!:f~;~:~:!;~;!;~;! :!~1ii!W~~\!ti ~!~~~~:~:i(:~;~;i{~~:~~~~;: ~~~~;~;~:~:~:~:~:~:~:~:~:~:~:~~~:~i:~~;~~~t~:~;~;~;~:~:~:~:~:~:~:~:~:~~~:;~i::::?:::::;~:~~~: King COunty Assesso(s Map Indicating Site. t;#ij~~~~i~f.~~~;!~~~*i(;}i~~;it~~~!t~t~;~:!:;:~~~~~ t:~~~~~~}~~?~:~t:~: ~~~}~ii:~:!:i;~:i:~~;~~~~~~~~: f~t}~!~~~~~::~~~~~~~:~~:i~~:::~~r~~~!~~~t~~~}~~~~~~;~~;;~ii:~~:i~;~~~~~;:~~:~~; .legal Description. ~~~(~_~~!~_~~~~~t~~j?~!fJi!~t!~ !~;~~~)~~~~~~:~i~~~~~~!?; ~~~i;?t~)~}i(/~ }!:~?:~{(/~~~:~~~{~~~~~:}~I~t~~~~t;~~~:~~~~~!:~~;~~~/i~:::~~:~~:: MaHing labels for Property Owners 4 ~~~~~~~~~~~~!~~~~~~:~:?~:~:~t~r~tf~~~;~r~r~~ ~~?~:~:~:~:?!~~~~rr ~i~;~itt~~~~;~?~ir? tt:~:~;~~~~;i~~:it:?~:~i~t!;!~~~~~{~~i~?f~~~:~i:~~~~~~?i:i:~!;;;;~:~!; Master Application Form 4 ~~~~I~~~~j~r::!~#~~~~~~i)K:::~::~~t~;~~~~:i~f ~:~:~:~:~:i:1{:~:~:::~:~:~:· ~i~~~fi~~~~~~~~~~~~~:~l~::~~:: ~;~~~~~~~~~{:~{:~;~:~(:~:~:~:~!)~:?~f~~i~~~~~~~:~~?~:~~~~;;~~~~~:~;~~;~~~~~: Neighborhood Detail Map" This requirement may be waIVed by: 1. Property Services Section 2. PUblic Works Plan Review Section 3. Building Section 4. Development Planning Section Q;\WEB\PW\DEVSEFMForms\P!a.,n1ng\waiver.xls 0110612004 l' .• DEC-14-2004 17:23 -lTY OF RENTON 425 430 7300 P.02/02 DEVELOPMENT SERVICES DMSION WAIVER OF SUBMITIAL REQUIREMENTS FOR LAND USE APPLICATIONS ~~\li~~l~l~;\~\~~~~t.Z"'J.1l1t\i~j\j\j!j\j~if~~itt.ti~L\~~~"ffi~i~ i~j\(~jljiji:~~~j~l;l~~jl~~;~j~;~.!ffl~~~j~j~!ji~(~~nj~)(!~j~~lj~~~j Parting. 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Photosimulations:I AMJ:I This requirement may be waived by: 1. Property Services Section 2. Pubf/C Works Plan Review Section 3. BuDding section t Development Planning section TOTAL P.02 Printed: 12-16-2004 Payment Made: · LITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-158 12/16/200402:51 PM DIV~We~NING DEC 1 6 20IJIt REC~IVED ( '!.~,;)".; Receipt Number: R0406777 Total Payment: 1,000.00 Payee: BASIC VENTURES, INC. Current Payment Made to the Following Items: Trans Account Code Description Amount 5008 000.345.81.00.0004 Binding Site/Short Plat 1,000.00 Payments made for this receipt Trans Method Description Amount Payment Check #10690 1,000.00 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 .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 CITY OF RENTON SHORT PLAT # LUA-04-158-SHPL LND-20-0404 CERTIFICA TION KNOW ALL MEN BY THESE PRESENTS that we, the undersigned owners in fee simple of the land herein described, do hereby make a short subdivision thereof and declare this map to be the graphic representation of some, and that said short subdivision is made with the free consent and in accordance with the desire of the owners. IN ~TNESS WHE,EOF we have set our hands. ,,1 ~~O'j~zi? BJ; "'NTU~ES. INC. 'X'CJ"' -:~ Lr...l k L .r J, /; ,o~ .<-' //17 A WASHINGTON COIJP ,A, TION . . rrl L/YLdL ~/~ .. <r~ V.., . ~ /~~~ [I P ~.. ••• - ST A TE (';:l WASHINGTON )'-,s,e· oJ . ..p· '. ) SS COUNTY OF KING ) ON THE--"~DA Y OF ___ ..;;[I.J /lie. J___ 20~ BEFORE ME, THE UNDERSIGNED blOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. PERSONAll. Y APPEARED _..Qd:!.,jo;;: (IF -1 aA...u...c. ____ TO ME KNOWN TO BE" 1Cl&"~ 4£c. ~_~ _____ OF --lil..J!f~JC4Jrg_g:j_ .. n,C.L THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THe: CREE AND VOLUNTARY ACT AND DEED OF SAID CORPORA TION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT ___ "?f.to€ _____________ _ WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. .... I ~ CANDACE L. DAVI%G~~TURE OF /1' I /J . ~ NOTARY PUBUllfF ~RY PUBLIC' kYl4CI...LIW t,.;:,J.;H v·l., • S1ATE OF WASHINGT0W ~ _~6p..._LL/=.;z.,-""..o",(&. ______ _ .. COMMISS'9!'1 EXP'-~POINTMENT EXPIRES / ..2-~f t)(#. STATE Ef" De 29, 2(J()$INUED NAME QA,vdrl1;lii" I.-.1)A-n.5 4 ..... ) SS ~ COUNTY OF KING ) ON THE __ /.1!.:'_DA'Y OF ___ ~~I" ______ 20~~_ BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PER,,=LY APPEAREo.;r~f'. vtfl~#~~d4.8.~!!~ TO ME KNOWN TO 8E_ t1J~~~~~Jl.1.q£~_~.rfJF ~~t:If1uSfI:.~~.L.._ ~ ~~~ THA T EXECUTED THE FOREGOING INSTRUMENT, AND i ACKNOWLEDGED S .. \ID INSTRUMENT TO BE TW: FREE Ai'.'; vOLi..ij";' ;"R'( ,;CT ;..~m , DEED OF SAID CORPORA Tim·, FOR 1HE U:;C:S A~;J FlJRFOSES THEREIN .' MENTIONED AND ON OATH STATED THAT ___ -l:t:t.Ji-L_~=~ _______ _ WAf'! AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF. I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. ""' ....... ____ ~~-;:~ct"~IGNA TURE OF fL... J _ . J II _ I CANDACEl.DAVIS ~OTARY PUBLIC ~ ~ : NOTARY PUBLIC ~A TED _.z!p...::.-!....::I-=-·..::..i3~~ ____ _ :STATE OF WASHINGTON ~Y APPOINTMENT EXPIRES • I _.Jet;) " COMMISSION ~X~~~~s ~INTED NAME CA7lf.(JAU; I.. LJA-II~ THE .' ''''''W '; Z:, :;) AND 4 SHALL HAVE AN UNDIVIDED INTEREST IN THE 'OWNERSHIP AND RESPONS!BILITY FOR MAINTENANCE OF THE PRIVATE DRAINAGE EASEMENT APPURTENANCES WITHIN LOT 4. THESE APPURTENANCES AI'IO M,4.1NTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE DRAINAGE PIPES AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGN AGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. THE OWNERS OF LOTS 1 AND 3 SHALL HAVE AN UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE 5' PRIVATE DRAINAGE EASEMENT APPURTENANCES WITHIN LOT 3. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE DRAINAGE PIPES AND STORM WATER QUALITY AND/OR DETENSION 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. NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND PUBLIC EMERGENCY VEHICLES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 2, 3 AND 4 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 WIDTH IS GREATER THAN 20 FEET. ONLY THE DESIGNED PRIVATE ACCESS TO LOTS 1, 2, 3, AND 4 PROVIDED WITH THIS SHORT PLAT SHALL BE ALLOWED. ADDITIONAL DRIVEWAYS TO N 40TH ST i' ARE PROHIBITED. R CONFORMED COpy fil .. M 20060717900012 CITY OF RENTON SPM 98 00 PAGE001 OF 001 . 07117/2006 14:51 KING COUNTY, UA ir of Mgr. Supt. of Records APPROVALS: KING COUNTY RECORDING NO. VOL./PAGE CITY OF RENTON rh Examined and approved this 1-~ day of ;]JLf",.-I! _____ , 20-0-( Ad~~#~~~----- DEP ARTMENT OF ASSe:.sSMENTS J'-' . . r /,-K-\ iJ L-~ 0 l... Examined and approved this ____ day of ______ +--_. 20_'-1::::._ LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M .. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF SAID GOVERNMENT LOT; THENCE ALONG THE EAST LINE THEREOF, SOUTH 1'42'13" WEST 674.35 FEET; THENCE NORTH 88'48'58" WEST 955.66 FEET, THENCE SOUTH 12'49'30" WEST 264.57 FEET, THENCE SOUTH 53'55'46" EAST 416.57 FEET TO THE TRUE POINT OF BEGINNING. THENCE SOUTH ,., 1'02" WEST 162.58 FEET TO THE SOUTH LINE OF SAID GOVERNMENT LOT; THENCE ALONG SAID LOT LINE NORTH 88'48'58" WEST 160 FEET; THENCE NORTH 111'02-EAST TO A POINT WHICH BEARS NORTH 53'55'46" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 53'55'46" EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF WITHIN SOUTHEAST 84TH STREET. BASIS OF BEARING S(UTT Nt)6US ~~~~~~~~~-~--- Deputy Assessor 322405-9062 Accounl Number _____________ _ KENNYDALE GROVE SHORT PLAT N.W. 1/4 SEC, 32, TWN. 24 N., RGE 5 E., W.M. 3224059062 THE SOUTHWEST SECTION LINE OF SEC.32-24-5 BEARING S 89'03'53.5" E 5' PRIVATE DRAINAGE DATUM NAVO 88 BENCH MARK CITY OF RENTON NO. 526 TOP OF HARD NAIL 2 FEET EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVA TlON=182.09 INSTRUMENTA nON INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY CLOSED 4iRAVERSC: LOOPS, lvilN;MUM CLOSURE OF LOOPS WAS 1: 22,000. IN ACCORDANCE WITH WAC 332-130-090. REFERENCES ROS-74-192 ROS-132-40 ROS-126-209 o 20 26' PRIVATE ACCESS ,AND 0 UTILITY EASEMENT TO--~ BENEFIT LOTS 3 AND 4 PARCEL # 3224059041 -'- 26' PRIVATE ACCESS AND UTILITY EASEME~:T - TO BENEFIT LOTS 2. 3 AND 4 o o o CD r EASEMENT TO BENEFIT LOT 1 N 88'49'55" W 159. 9' t I k I -1ll9.9!L. _ _ -, g o· <Dg o N N 188'49'55" W 109.99' 1-2S' PUBLIC EMERGENCY :...J I ACCESS EASEMENLT2,gJ,D".QF N RENTON REC. NO :JI" n 0 I ~ ooret1 ~ tJ:J 1--1 I 109.99 50.00 50.00 GOV LOT 1, NW1 /4 SEC. 32, TWN 24N, RGE 5E, W.M. o 10 20 ~ .. ) ; SCALE 1" - :6~, . \ N \ \ ;.., <0 N .., 40 I 40' N n ,...: It) SITE N 4 ~ KENNYDALE . * o '<I" ix:> '<I" N 88'45'56" W <0 <0 ,...: '<I" to N ~ l FOUND HARD AlL BIA$ N :'" o SEC.32-24 -5 0 (/J CITY OF Rf 1'1 TON « 'V (/J N 88'47'02" W 2613.26' 5 vrOUlHWESl CORNER W> lO CONTROL. 1'10. 1866 v I ~ _ I/SOUlHl/4 CORNER «u... SEC.JZ-Z4-5 CITY OF RENTON ~C~F_;j--<1~2:;9~9 '13:;5 -;' ~(L~1 3~3~4~. 2~4~' ;---L-f~:B::::C::JONTROL NO. 266 ~ S89VJ'53.5''c 2633.69' L SIS OF BEAR'NGCONTROL 1"=1000" NATIVE GROWTH PROTECTION EASEMENT THE NATIVE GROWTH PROTECl10N EASEMENT (NGPE) ON THIS SHOr.T PLAT IDEI'mFIES THE REQUIRED WETLAND BUFFER AREA FOR THE WETLANDS ON ADJACENT PARCELS. THE CREATION OF THE NATIVE GROWTH PROTECl10N EASEMENT (NGPE) CONVEYS TO THE PUBUC A BENEFiCIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABIlITY, VISUAL AND AURAL BUFFERING, 159.99' /' 1 AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE NATIVE GROWTH PROTECl10N N01'11'02"E ;' I EASEMENT IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE N88'49'55"W FOUND MON 1'\ 6-14-2004 ---v-30. 00' ~ 1 , FOUND MON EASUNDEMSTUENRTBAERDEA ELNTFOERESCEANBLEOON BEHALF OF THE PUBUC BY THE OTY OF RENTON TO LEAVE (N 88'48'58" \ 'j " I AL R A D THER VEGETATION WITHIN THE EASEMENT AREA. THE SOUTH LINE GO'" LOT 1 ~ -W ..2,?O.OO' -LEGAL)_ ".II //6-14-2004 VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY ALL, REMOVED OR z j ---DAMAGED, WITHOUT THE EXPRESSED WRITTEN PERMISSION FROM THE OTY OF RENTON. THE N 40TH 5T RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS REPRESENTATIVE AND . r-2.42' (CALC) EMPLOYEES OF THE OWNERS OR SUBSEQUENT OWNERS OF THE ~NDERLYING PROPERTY, SAID ~ LOT 1 GROSS AREA=6000 SO. FT. LOT 2 GROSS AREA=6599 SO. FT. LOT 3 GROSS AREA=6599 SO.FT. LOT 4 GROSS AREA= 10949 SO.FT. NET AREA=6000 SO. FT. NET /l.REA=5039 SQ. FT. NET /l.REA=4619 SQ. FT. NET AREA=6675 SO. FT. ( S E 84TH S T) EASEMENT ENCUMBERS THAT PORTION Of LOT 4 LYING WITHW 50.00 FEET OF THE OfF-SITE WETLAND UMITS BOUNDARY AS SHOWN. 1« BUILDING PERMIT NOTE ~ a:::: « £1. AT THE TIME OF BUILDING PERMITS, ADDITIONAL GEOTECHNICAL STUDIES ARE TO BE COMPLETED THAT ADDRESS BUILDING FOUNDATIONS FOR LOTS 3 AND 4 OF THIS SHORT PLAT. NOTE: ALL LOTS ARE TO BE DETACHED SINGLE F AMIL Y RESIDENnAL. DECLARA TlON OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR TI-E BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS, AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS CO'/ENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. LAND SURVEYOR'S CERTIFICATE ADDRESSES LOT 1 1438 NORTH 40TH ST LOT 2 1432 NORTH 40TH ST LOT 3 1426 NORTH 40TH ST LOT 4 1420 NORTH 40TH ST 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 CY.l1T:'1 .... 20.~.C .. SHORT PLAT FOR .... w.~.Jh1Y..lU~ .. KENNYDALE GROVE Certificate No. .. .. l!.~:;3.4 ..... z ~ 1« 3: o Q « W I~ I RESTRICTIVE TREE: COVENANT NOTE: TH£ Lef,. CltAtNEItS ANI> TUllR 5UCC£SSORS />I.E SU8JECr7D A D!CJ.ARA1iOl/ ~ RfrnK:J'rvE' cov9V4N7S ~IW,II(; THE' 11'ISQW..4T1ofo/ ANI) 1\I1A/~ ()F 1'0lIO O~AL. i1f£.es. A t"I'fo({M/HItI CAUPU OF / '/1. 11 (DiC/I)IXJUS) {)IR. &-8 FEET 'N Hciriif (Cafl~£PDUS) PR £/ICH JJ&( /..iJT. VlITHtPl7?lE 2d ~ VAlID $£7BqC1( AA£A. ~ LINE L1 L2 SYMBOL LEGEND EEl SURVEY MONUMENT ~ SURVEY MONUMENT FOUND © SURVEY MARKER FOUND SET REBAR & CAP LS#1 1 332 LINE TABLE LENGTH BEARING 14.01 NS7"13'56'E 7.06 w c..') « Q --........ ....J o > BAIMA & HOLMBERG INC. ENGINEERS 100 FRONT STREET SOUTH (425) OWN. BY LT/MM CHKD. BY WSH DATE REV SCALE & SUR V E Y 0 R S ISSAQUAH, WASHINGTON 98027 392 -0250 11-3-05 6-5-06 1"-40' JOB NO. 1673-020 OWG NO. 1673-020T SHEET 1 OF 1 CITY OF RENTON SHORT PLAT II LUA-O LND- CERTIFICA TlON KNOW ALL MEN BY THESE PRESENTS that we, the undersigned owners in fee simple of the land herein described, do hereby make a short subdivision thereof and declare this map to be the graphic representation of some, and that said short subdivision is made with the free consent and in accordance with the desire of the owners. IN WllNESS WHEREOF we have set our hands. JEFF LONG MEADOW, LLC STATE OF WASHINGTON COUNTY OF KING FRANCIS LONG PINNACLE LENDING CORP. I CERTIFY THAT I KNOW OR HAVE SA TISF ACTORY EVIDENCE THAT JEFF LONG SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATE SIGNA TURE OF NOTARY PUBLlC ____________ _ PRINT NAME OF NOTARY PUBLlCI.<.....-_____ __ TITLE MY APPOINTMENT EXPIRES _______ _ STATE OF WASHINGTON) ) SS COUNTY OF KING ) ON THE _____ DAY OF ____________ 20___ BEFORE ME, THE UNDERS!GNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED TO ME KNOWN TO BE _________________ OF THAT EXECUTED THE FOREGOING -INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT ______________ ._. __ I WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WllNESS WHEREOF. I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNA lURE OF NOTARY PUBLIC _____________ _ DATED MY APPOINTMENT EXPIRES ___________ _ PRINTED NAME STATE OF WASHINGTON) ) SS COUNTY OF KING ) ON THE __ ~AY OF ______________ 20___ BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. PERSONALLY APPEARED TO ME KNOWN BE OF FIRST SAVINGS BANK OF RENTON THAT EXECUTED THE FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT _______________________ . __ --1 WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WllNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF NOTARY PUBLIC _____________ _ DATED MY APPOINTMENT EXPIRES _______ _ PRINTED NAME RECORDER'S CERTIFICATE ................... . filed for record this ........... day of .........• 20 ....... at.. .... M in book .......... of ........ at page ......... at the request of WILLIAM SHUPE HOLMBERG. Mgr. Supt. of Records ....... - APPROVALS: __________________ __ KING COUNTY RECORDING NO. VOL./PAGE CITY OF RENTON DEPARTMENT OF ASSESSMENTS Examined and approved this ____ day of ______ , 20 __ Examined and approved this ____ day of _ _____ 20 __ Administrator, Planning/ Building/ Public Works Assessor SYMBOL LEGEND $ SURVEY MONUMENT S SURVEY MONUMENT FOUND @ SURVEY MARKER FOUND EXISTING IQI GAS METER Cl MAILBOX <> UTILITY POLE 0 CATCH BASIN @ STORM MANHOLE _. Deputy Assessor Account Number _ 322405-9QJiL LEGAL DESCRIPTION KENNYDALE GROVE SHORT PLAT N.W. 1/4 SEC. 32, TWN. 24 N., RGE 5 E., W.M. THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M .. IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT mE NE CORNER OF SAID GOVERNMENT LOT; THENCE ALONG THE EAST LINE THEREOF, SOUTH "42'13" WEST 674.35 FEET; THENCE NORm 88'48'58" WEST 955.66 FEET, THENCE SOUTH 12'49'30" WEST 264.57 FEET, THENCE SOUTH 53"55'46" EAST 416.57 FEET TO THE TRUE POINT OF BEGINNING. THENCE SOUTH '11'02" WEST 162.58 FEET TO TIiE SOUTH LINE OF SAID GOVERNMENT LOT; THENCE ALONG SAID LOT LINE NORTH 88'48'58" WEST 160 FEET; \S 0~\ ~\) ~t>-\x-~«.SI--~ ~-<r?' ?--O~ :-,\x- o. . I>-~~ I(~:S <> <: 0 / ,/ 1'>/0' 2620.51' ® SEWER MANHOLE THENCE NORTH 1'11'02" EAST TO A POINT WHICH BEARS NORTH 53"55'46" WEST FROM THE TRUE POINT OF BEGINNING; o 10 20 40 EEl M A @ WATER METER WATER VALVE FIRE HYDRANT WA TER MANHOLE THENCE SOUTH 53"55'46" EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF WITHIN SOUTHEAST 84TH STREET. 0 DECIDUOUS TREE AS NOTED 0 MAPLE TREE - 26' PRIVATE INGRESS, t'i"-::7~:::;;C::-Z==-=~l.;j~~-.,.!~~~4~.-j-l~~E~ EGRESS & UTILITY 16"FIR EASEMENT W/20' PAVED--trJ,<o;..-."....:::~ -~112- DRIVEWAY 1~114-CEDAR TREE ~ FIR TREE ~ PINE TREE e ALDER TREE FOUND MON z PARCEL # 3224059041 SEWER MANHOLE RIM=116.13 INV=102.43,8'CONC E INV=102.38,8"CONC W CATCH BASIN RIM=117.93 INV=115.63,12"ADS S STORM MANHOLE RIM=118.69 INV=114.44,8"CONC E INV=113.39.18"CONC E INV=113.39,18"CONC W INV=113.59,12'ADS N ! CATCH BASIN RIM=118.66 INV=115.66,8"CONC W APPROXIMA TE LOCATION OF EXISTING TAX PARCEL; 322405-9062 12"WATER NOTE: ALL LOTS ARE TO BE DETACHED & SEMIATIACHED SINGLE FAMILY RESIDENTIAL. DECLARATION OF COVENANT 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 EASEMENT SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUlURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. LAND SURVEYOR'S CERTIFICATE 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 ordi~ ,in QF;<;:F;~'~;;:/P.9.;-.. .. M·······~~·IfI··~·· Certificate No. .. .. lJ.~;3h ..... TOTAL PARCEL AREA 0.69 ACRE, 30.147 SO. FT. EASEMENT AREA 0.07 ACRE. 3.120 SO. FT. NET AREA 0.62 ACRE, 27.027 SO.FT. NUMBER OF LOTS 4 AREA BY LOT; LOT 1 AREA=6000 SO.FT. LOT 2 AREA=6599 SO.FT.(5039 SO.FT.*) LOT 3 AREA=6599 SO.FT.(5039 SO. FT. *) LOT 4 AREA=10949 SO. FT. * AREA OUTSIDE 26' EASEMENT ZONING R-8 MAX ALLOWABLE DENSITY 8DU/ACRE PI~OPOSED DENSITY 6.44 DU/ACRE SHORT PLAT FOR KENNYDALE CROVE ..-~11&-~"~ I~ .. z ~ « 3: o c « w ::E ! I I() a -.t I SOUlHl/4 CORNER SEC.32-24-5 aTY OF" RENTON CONlROL. NO. 266 ~~~~S.~89~V.~~~~~3.~.5~T~2~63~3f.6~9~'--L--e~~ CONTROL 1"=1000" PARCEL # 3224059081 SEWER MANHOLE RIM=122.81 INV=109.61,8"CONC S INV=109.56,8'CONC W STORM MANHOLE RIM=!122.91 INV=117.91,18"ADS S INV=117.91.18'ADS W SURVEY NOTES BASIS OF BEARING THE SOUTHWEST SECTION LINE OF SEC.32-24-5 BEARING S 89'03'55" E DATUM NAVD 88 BENCH MARK CITY OF RENTON NO. 526 TOP OF HARD NAIL 2 FEET EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLA(:E ELEVA TION=182.09 INSTRUMENTA TION INSTRUMENT USED: 5 SECON[ ELECTRONIC DISTANCE MEASURING UNIT. FIE 0 SURVEY CONTROL WAS BY CLOSED TRA 'ERSE LOOPS. MINIMUM CLOSURE OF LOOPS If .... S 1: 22.000. IN ACCORDANCE WITH WAC 332-1 ;0-090. OWNER/DEVELOPER: BASIC VENTURES 18211 240TH AVE. SE MAPLE VALLEY. WA 9803 3 CITY OF IiEN'TON RECEIVE JAN 28 w C) « 0.. '""- -' o > BAIMA &-HOLMB1~"RG INC. ENGINEERS & S U F V E Y a R S 100 FRONT STREET SOUTH ISSAQUAH, NASHINGTON 98027 BY LT iCHKD. BY KSJ 392 -0250 DATE 12/08/2004 SCALE 1"=30' JOB NO. 1673-020 DWG NO. 1673-020T SHEET 1 OF' 1 L'\t600\16 73-020\c.lwg\16 73-020T,c/wg 1128/2005 8:06119 AM PST NOISIIIIO 9NICllIOS \"111"1 L l N'<fr -~.~\,< Q31\13331::1 '.JOlN3!,J30AllO ~ D.... I-a:::: 0 I (f) W > 0 0::: c..? W ---l « 0 )- z z W ~ 0 t') II , .~ ~ 0::: W z ~::s 3D.... ~ )-W IW D....O::: «I- ~08 0 D....~ 00::: 1-0 )-1- o:::(f) « ~ zO::: -W ~3 ---l W W(f) 0::: D.... ~ ~~I ~ ~!~ 0:: D-D-« w ~ o I-HH-t-t--\>- " <L in o o OJ " W z !C:: o -iii (5 ! 0:: >-o OJ o , (') "-'" -/ 0) , " / o OJ = , (') " HH-t-t-+--I7 = o o '" Z /" .:J PORTION OF THE N.W. 1/4, OF SEC. 32, TWN 24 N., RGE 5 E., W.M. SYMBOL LEGEND Ell SURVEY MONUMENT S SURVEY MONUMENT FOUND 0 SURVEY MARKER FOUND EXISTING \QI GAS MeTER Cl MAILBOX ¢ UTILITY POLE 0 CATCH BASIN @ STORM MANHOLE ® SEWER MANHOLE IE WATER METER M WATER VALVE A FIRE HYORANT ~ WATER MANHOLE o DECIDUOUS TREE AS NOTED o MAPLE TREE '" CEDAR TREE • FIR TREE -l' PINE l1<EE 9 ALOE" TREE PROPOSED III PROPOSED WATER METER • PROPOSED CATCH BASIN 26' PRVAlE 1------ACCESSjUTlU;-Y ------I EASEMENT 1-----'20, ------I I 1---J' lHICKEJ.ED EDGE. rt-,o, 2% ... ~ 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED ROCK FIRM SUBGRADE, ADDITIONAL GRAVEL BASE MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS PRIVATE ACCESS/UTILITY EASEMENT SECTION II. T.S. CITY OF RENTON, WASHINGTON DISPERSION TRENCH '"':.--oFA-7~-/TREES TO BE SAVED THE 1!rs.~;;;~~;'j~'~ REMAINDER WILL BE 26' PRIVATE INGRESS, EGRESS & UTILITY 9E2~~~ REMOVED EASEMENT W/20' PAVED--:-ilt4'F--I:c-4H DRIVEWAY /' PARCEL # 3224059041 20' LVED SEWER MANHOLE RIM=116.13 INV=102.43,S'CONC E INV=102.3S,S"CONC W CATCH BASIN RIM=117.93 INV=115.63,12"AOS S --~~~--~~N~4~OT~H~S~ STORM MANHOLE RIM=118.69 INV=114.44,S"CONC E INV=113.39,1S"CONC E INV=113.39,1S"CONC INV=113.59,12'ADS N (3)NEW WATER I METERS FOR CATCH BASIN LOTS 2 3 &4 RIM=11S.66 • • INV=115.66,S"CONC W '0-1 LAf'PROXIMA TE LOCATION OF EXISTING 12"WATER ~::---DISPE~RSION TRENCH PARCEL # 32240590S1 gp~::-~~P!~pX:~A TE LOCATION OF SS STUB TO BE a: z w > USED FOR LOT 2 NEW 61pvc SS STUB.TYP o 5 10 20 30 TER METER LH ! I FOR LOT 1 SCALE 1 H = 30' ---SEWER MANHOLE RIM=122.S1 INV=109.61,S"CONC S INV=109.56,S'CONC W STORM MANHOLE RIM~22.91 INV= 17.91,1S" ADS S INV= 17.91,1S'ADS W OWNER/DEVELOPER: BASIC VENTURES 18211 240TH AVE. SE MAPLE VALLEY, WA 98038 ENGINEER/SURVEYOR: BAIMA & HOLMBERG, INC. 100 FRONT STREET ISSAQUAH, WA. 98027 , AYrnD CUTTING UNDERGROUND unuTY UNES. lis COSTLY Call before you D~g. 1-800-424-5555 UNDERGROUND SERVlCE (USA) NOTE: o N 31TH ST. N 27Tf/ ST. VICINITY MAP NTS SURVEY NOTES BASIS OF BEARING THE SOUTHWEST SECTION LINE OF SEC.32-24-5 BEARING S B91J3'55" E DATUM NAVD 88 BENCH MARK CITY OF RENTON NO. 526 TOP OF HARD NAIL 2 FEET EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVATION=IB2.09 INSlRUMENTATlON INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEA~RING UNIT. FIELD SURVEY CONTROL WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1: 22,000, IN ACCORDANCE WITH WAC 332-130-090. LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1, SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF SAID GOVERNMENT LOT; THENCE ALONG THE EAST LINE THEREOF, SOUTH 1'42'13" WEST 674.35 FEET; THENCE NORTH 88'48'58" WEST 955.66 FEET, THENCE SOUTH 12'49'30" WEST 264.57 FEET, THENCE SOUTH 53'55'46" EAST 416.57 FEET TO THE TRUE POINT OF BEGINNING. THENCE SOUTH 11'-02" WEST 162.58 FEET TO THE SOUTH LINE OF SAIO GOVERNMENT LOT; THENCE ALONG SAID LOT UNE NORTH 88'48'58" WEST 160 FEET; THENCE NORTH 111'02" EAST TO A POINT WHICH BEARS NORTH 53'55'46" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 53"55'46" EAST TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF WITHIN SOUTHEAST 84TH STREET. cITY OF RENTON RECEIVED JAN 28 2005 BUILDING DIVISION RECOMMENDED FOR APPROVAL ~------------------- ~-------------------- ~ CHECKED FOR COMPL~CE TO CITY STANDARDS Dt.1E ____ _ Dt.1E ____ _ Dt.1E EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MAOE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555