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Home My WebLink AboutLUA-06-038_Report 1Smooth Feed Sheets™ MISNER CONSTRUCTION INC 3435 S 191ST ST SEATTLE WA 98188 CITY OF RENTON 1055 S GRADY WAY RENTON WA 98055 NGUYEN THANG TOAN 1921 TALBOT RDS RENTON WA 98055 EARL WILLIE J JR 602 S 20TH PL RENTON WA 98055 LEHNERZ RICK E 1921 TALBOT RDS RENTON WA 98055 HICKLING JEREMY C & JANET Z 1919 TALBOT RDS RENTON WA 98055 FADGEN EDWARD FADGEN EDWARD 1923 TALBOT RDS RENTON WA 98055 MACHEL KELLY R 1905 TALBOT RDS RENTON WA 98055 SAUNDERS ALICE C 15641 TALBOT RDS RENTON WA 98055 .AVERY® Address Labels Use template for 5160® Laser 5960™ 722200012200 MISNER CONSTRUCTION INC 3435 S 191ST ST SEATILE WA 98188 CITY OF RENTON 1055 S GRADY WAY RENTON WA 98055 7222000121 7222000120 7222000130 NGUYEN THANG TOAN 1921 TALBOT RDS RENTON WA 98055 7222000195 EARL WILLIE J JR 602 S 20TH PL RENTON WA 98055 7222000120 LEHNERZ RICK E 1921 TALBOT RDS RENTON WA 98055 7222000192 HICKLING JEREMY C & JANET Z 1919 TALBOT RDS RENTON WA 98055 7222000194 FADGEN EDWARD FADGEN EDWARD 1923 TALBOT RDS RENTON WA 98055 7222000193 SAUNDERS ALICE C 15641 TALBOT RDS RENTON WA 98055 7222000180 MACHEL KELLY R 1905 TALBOT RDS RENTON WA 98055 7222000197 VL\/0 I·, """ """ ;< iii." ;,: ,, ~ )' \1 !I O /i;1]' I ,, ') "1 'i &'~;-,1iq ~ \ \ 14761 j I ~. 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' 8 -,~ 1 \/ld HIOHS lJ31SO~ 1 i J e fil[ • • cl ~ tJ ~ • •o ~ ··~ . il~~~!a 0111u.,Sza!S ..: ... ,.;.,.;.;;,.: ' T I '!' ' ~ i~ I hi I !~2 i ., 'i • ~i ~ i~~PH !!h~~I ~~~;q;, ""11 2 mm, ~ si~ ~ "r 1i &l ~ ~ ~ n . . i ~ :-01" !'"~!"=-" -~ ~;~~ •• ~ i; ~-a~; -a~zCII ~ iz8ffi • i ~ ! m " ~ I j ~ ffi • 0 ~ Ii ll " .. II !i 0 • I ! 1 FOSTER SHORT PLAT ~· P;.TANARDI PROJECT SITE 191'TAI.BOT>IO,<OSOIJTI< RENT'"", WASHINGTON-.= *® ,! •-' I ' i i -, . I I ' ' i '1'·!1 ! i -! I -• I ! • I i ,, _.c- l , ------1 ' • COVER SHEET ,,,,,,oc; """ ''"'."''_'' _____ _ PATMIAROI PROJECT SHE 1916 fl,LBQT ROJl.[J SOUi>! I I I I I I I () ! rn·11 ! lJJJ I Rl:NTOt'. WAS>IINGTON i!8055--<229 ---- EROSION CONTROL PLAN ! """ T~ ~· + "'I R/W C\\INTCRLl~E • 1·: s E%[!0fi:X AC ' ' ' w• FOSTER SHORT PLAT . ~ ~ .... ' ,, I -.~ ,I a R/W ~\l,tHlRLINE SITE PLAN m ' l~I l•iiaij• Y ,, .. ---1:--,. +a--I~ "'""'""'"'" .. "''"'~'""'""'"""'"'"'"''''"'"' ''°''""" '""''~-~------------------------------, :~ ,l! 11!1 i , 111 ! i ! !~H ' 'I 'I'' i !, ij• ) ii ! !'!I ,!! H i!1 it: ,,, I" .. h~ ii! "'[ --,, ri !j'. !s 1: . ~ ---- ~ li,l~ l Ii ! ! 11! ' ' \\ ! ''~\ i ·~ ~~ • \\l I FOSTER SHORT PLAT P~TAJ,l,,\ROI ""OJECT SITE 191&T1,LB0TROAOSOIJTH T ! 1! I~ jP,l!I( - ,,:•111 I ;;l:il ,11::_ ' ' j:1:1 i1111£: Ii I 1:111 !:!Iii ' ! i• jl i~1d :Jlii ·1 'I l"i 1 1, ,Ii,! ' - 1 ! "' :,:, i _i l ~ l t'l s UTILITY PLAN "T1 0 (/) -I m ;o (/) ::c 0 ~ "C ~ ;e,1,,.,,,._..,,,"a·o·,i,1-, ' " 1 .. i I I ,1 ' il ' i C I ' 1 ' a • l • t • [ ~ ! i [ I ~ [ ~ ! 0 • l. ' ' ~ ' I a I ! J ! i f , ' ! ' • [ ' ! ' ~ • a < i ! [ !! j ' ' i ' ! i ' ; [ • " , ! I i " I ' I ' < i s e ~ l • s ' ' l < j ~ ' !! ~1~ ~ ~] ~:~i~§ r;UU !''i" . i ~ ~ ~ ~ ~ ~ l .:.pi~ i1Hi 1 ~~I* qm i l ~ii} ?!'_,S 2;fi~ 'l'lt '1 ~ ~ H([f "'i i!L I 1 I t~~f j 0 ~,,., i~; ~ ~ . . ' }~i ~ I ~ 111 j 'ii al•~ d["i ?jh Cf". - ";;; j:§! ~ ~ ih' a!~ ri ~ ~ ~ ~~~ gj~l ·,h I\ 00 I Ii I ---<=> :.-· ;;ni !.;! ,I, ' 'I FOSTER SHORT PLAT ! I ' 5\', (Jl' : I i i ~ i ' PATAS/,1,C,, !' @I --J I I ""0J0CT S>TE ,.,. TALBOT ROAD SOOTH ~Et/TON. WAS!;"Nl'.1f0N ""°"'""""" ' ;;;:: = a a e l [ s g ' ?. ' ! • ' a ~ ' ' ~ g o. l & ; " 1 • • e _[ i ; ~ • :H: ' ~'i j gQ ~ ; i I ~' ' ' ' ~g t ~1 " ' § ff I 1~ ,:, * s t ' 'i:, ' ' s ~ ' ' ' ' ! ] j ! 1 . 0 ~8 0 ~· 3 H' ' d !i ' ~ ~~ 'J: •• ' ti ) g ~ ! J! ' .. tn1, --t,£/ Q j 9s. ~~11,:al~ • ~ ~-:i" I i:-i~ ~~~ ;~~! ~it i[1~! ~§ I ~:ii <,iel h ~i ~a-< ~'5 l ~' ' ih:~: J§' ;ti • :a~"'. ,!. -~~~~~ cQ. f l Q. g 8.2"!!:. "'~ l~ ! ~~; ,;:=~i~ ~.3 ~l[ S-ia=q· iii§ [ ~[~l[ ~i ~ >-< ?,!i's '! • .. , ~i ?r: ;! ' ~ ;:::. ~l [; i} ' ~i· J-... ti~ ~ 5· ~ ~~j i ~i ~ [ ~i "'f • ~. h [ t ii g§' --~ ~g [ : ~ ;g; ii a. ~;, 1?"3. ·r ~§ 1~ i: i 0 ' !_' l! ~5-:g ~ h f ~~ ~~ F,; l!'" I~ }g '8 i H ~-1 i a , ! I <;; :.i i ~!i ' '. !i i~j !~ d '='i,,. ;~ " g NOTES ' ., ~ 5. 0, ,0 "' 0 0, :;c :;c ~ ~~[H"'l ~iH ~§~'" li! 3~ ~s·l! 2.i.S t1J~ 3~it~ii~irn~~i~ i~~i{~l~ta~-~~~ !;-Ht:._;-,?r}g~~Rq;ij [~~i§~~l[;-8.~~~~ ~gl"'i1'.a-5»~'.to5'° g ~:;' ~li'i}j 5 :!= l -<~~ p·h.:1 [§ ~Om 3=~ ~~ z.,, ii~~i~ii~~~~£~ --11~ )l;f, .. ;t;:::~~<l. [!-i: i,)l;.~~ 8'" :;/mj 5~-;: .. g~-<ga-"'"li;;;o ~ai_Hj>!f;,,~~ rs[o .. g.:L.;(2!~e-h,HH!il~/ia "jiff""h ~jf' <. ,,,o,,,§ ,1,, scr· ~i~ .. ~ l !sR J it Q,~ ~:gi ~"'~e p [il(6 ~J.~;: '"~g~"'~a-~-> .. ,~•[, ,~ ~ ,l:! !P~i[ "' c1, ~ ~~,= rd ~ J.,i'"'!• .a:, 8 ~ . "~ > C: ;~ -n ; i I} § 08 I H ~ ' p O l '. "Tl 0 (/) -I rn ;o (/) I 0 ;o -I "C ~ :,. "fl·' 'J ')-{' ::t·' ·-.i,·, : ~ G ···-1 _.,, ' ~--' ~ :. e I ·-... ==:::fi-1,-,,,, --"' FOSTER SHORT PLAT SE OF SECTION 19, TOWNSHIP 23. RANGE 05. W.M ,--- r·~--:, 1+c---' .,., .. _ '.l ~. : .~-, r. :•·" •o•·cr• "•~ ,., -,,.., .. c-ce,~ -,,. '"'"""·' :';',''.!.':'"-':t·,;,':,.,;;.; ---- !;: ,., ... '' '' --' ' '" ' ]-.-~,, --" I , •~ --~----'----- 1 ' o~• ·_ -··--- &.'> '' ''" 'Oi ~~ ... ·""'"-:":----s.1ac· i:/~~~~ 1: . {_;;_, =-·-=-.! • r "1 ,,. ••• =:":':_J_j ::: ~~il~~-E~.; ~~:.:.~~::~ ~"~::';:: - ~1: NOlf. --,•~-:._-.. ,1 ~::: .. ---- a:·~::.- ~ :.-=::::: ":_~ (/) _, ~ 0 -------P;TRIClHI.RR()N& ·~~.:: ,;--./;::::-1:::;:/;; 1 .. ,,. ' '-,c'~x~d!JY,- \' /, i / ;/ I -~--I P•rickH•""" & ..... ...,, ..... LLC Ena1n-r1no Plan,nlng Cl~AiNAGE-SWALE 05123 ,w = """ r 5 I a. u t-er: 0 ' '!' :,:: l i ·i (/) ',I! RECOMMENDED FOR APPROVAL er: ~-.. w 'I 8;'-----.. t- -----(/) CHECKED FOR COMPLIANCE TO 0 CITY STANOARDS "- ROCKED CONSTRUCTION ENTRANCE ======~'---: ____ :: 0116Jl8 ;::':,. __________ .. _ I_ I ~~=-'..!."~~ 1·•2f.f ,:;a;'a""==°:'Zfi:i=:"7.!:--=. 6 . 7 ' r---------i I I L~ J /- ~~.,.-- I / I I n q ,,-;-~,1 · f !' ! O I ~~ LANDSCAPE i I i i l 1 •1 I PLAN ' F ~ ~~1 I ' ' i . ' "' i ~ ~ " J ! FOSTER SHORT PLAT S-? r_ ;::; :Z2. f:8 Q 3€ 11. • ~ ~ !iL' /..t") r, LIJ m ~c &r 0:: '.) n_ i...l ...J--q-lJJ ( }; > IJJ 0 q ·~ 2 ;z:2 ~ .0 :SR Q~ ~ ~ !z~ l.c') -UJ, UJ ~( C>..:: '.) Q , o : Q -J i]j. .... ~ ..... ,: > u.· 0 (!J ..... .::.. ~ ;z:z ~ Q 3& c::, ~ Q~ "' f,-Ll• ,..,, ;z c -~~I ' t.tJ n •""--. ., ( (i:: J...,.., "'::{ .a: N "" .... N "" ~ ~ 0 0 0 <I LL "' .... "' "" "' ... "' "' N ... .... "' "" N ,.... "" "" N .... "' N ' "' "' '-' , •--'-", IV\.> li..J .....,I. l U ~ ( ~ , t ,._. ', t-"Ali\.i\JNI: ~ -.s;r~ ~"': l'I /'1 T11,/llr ~ s. f2e.,.r,o,,, Wt <!/905~ ~$1 e, r S 'hoIT \) I l>.t 451K) Kl.AHANIE DA. SE #2C l6 ISSMlUAH. WA~ Uc ••M11B1111l1t ,~,_ -,,.. : 7t.'2..UJD 01~, 0 ~ C7 0 [ f/,.,WTfJIG-'f)e1"4-/L tAtll6f"" ~ Rto,.lf"'l CITY OF RE '"-~-----...;...------------~EVELOPMENT NTON APPRSERv1ces o1v1s1011 c•p..1s cA+1-+Pfl,1/t ay _ oveo ' e!HflCI,, Pftl,t>) A-µ.HftSr#flf Bllt~! ~ ~ ~ r.,,. / ,cir.rv1:Ki1111ieJ&. ~ 9&*4 ~ 0 er ~ (;) a 0 0 O· 0 ¢ 0 0 C (J 0 C Cf 0 ft..,.µrtAI'-t.f.Y()IJ'r TYf. ,4, ,fl/ ~lo~ #I T»t..Nf" ILP -• I,) l/lff-l#":3.tN.t. s~, t-;lt>; 'If~ E-,~/7 ,,.. f""';IIFD ,Hf.t, r,,... ;. •e-·~ ~r'/fi-t;.,~ . :IL) ~t111t>a"t!IL pl~'!l"f$ +" r•T> pl•,Jc.J. ,,., '2-fr,,(-(t.--.-lw,es ~+-~,;,..;.,, ,,~r ,,. ~ . 1.-'Wflll· 0 I l.l "'tt C 4 s-n 0 Q ?i.:VELOPMS/lfr f"~ IQ "- 1fy OF Rcwo,.. SEP 2 7 2007 RECEIVED ~ fl,,6f'S6 CA,,Jn,t:--f-*'ff. ~ V0/1#1 F~6 C"'r 2',J-Of9'1 Qvhf>..,.$ o"-C.,.,cajtNC 9-;J6J07 Return Address: City Clerk's Office City of Renton I 055 South Grady Way Renton, WA 98055 BILL OF SALE Project File #:l!JI'\. O lllll 11111111111111111 20070829000591 CITY OF RENTON BS 41 00 PAGE001 OF 002 ' 08/29/2007 10:05 KING COUNTY, WA fun et+ Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor.!l!): I..L 1 1 . Grantee(s): 1. q5 .l::S ur I') e~C.. I. City of Renton, a Municipal Corporation 2. The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the following described personal property: WATER SYSTEM: ~- Size f{r L.F. of * Water Main __ l,j..o___ L.F. of Ql: Water Main L.F. of Water Main ~ each of ~ " Gate Valves each of ,, Gate Valves each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: J:&E 1'f Jfc L.F. of Sewer Main L.F. of Sewer Main L.F. of Sewer Main each of ~ " Diameter Manholes each of " Diameter Manholes each of ,, Lift Stations STORM DRAINAGE SYSTEM: Le~h Size ~-.r. of -g-Storm Main .r. ----or Storm Main .r. of qa Storm Main -a-each of -V\IG Storm Inlet/Outlet each of Storm Catch Basin each of Manhole STREET IMPROVMENTS: (Including Curb. Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk ::,I.\ Q . L.F. Asphalt Pavement: (gOj 1.,1 SY or L. F. of Width STREET LIGHTING: IAJI II\. # of Poles ---~L-1-. -'-!:l=-l---- By this conveyance, Gramor will w:i.mmt and defend the ~ai,: hereby made unto the GrnnL:!c against all and eve!)' person or persons, whomsoevs::r, Jawfitll claimin or to rlnim th..: same Tht-, ,;on~eyanci: shall bind the h.:irs, executors, administrators and assi ns forever JdJ7 -("')f)~ 0:1Forms\PBPW\BILLSALE2.D0C\bh Page 1 Notary Seal must be within box Notary Seal must be within box O:\Forms\PBPW\BILLSALE2.DOObh ll'W/VIDUAl FORM OF ACKNOH-7.EDGMENT STA TE OF WAS!IlNGTON ) SS COUNTY OF KING ) /J / I that I know or have satisfactory evidence that _,cY...=IC~4,.,..(.<-<-C,d=~a~-- REPRESENTATWE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that ________ _ ----~~--signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and _____ _ of to he the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print), _______________ _ My appointment expires: _____________ _ Dated: CORPORATE FOR,'J.I OF ACKNOWLEDGMENT STATE OF WAS!IlNGTON ) SS COUNTY OF KING ) On this ___ day of _____ ~ 20___, before me personally appeared ________________________ to me known to be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, 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. Notary Public in and for the State of Washington Notary (Print), _______________ _ My appointment expires:. _____________ _ Dated: Page2 DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM September 27, 2007 Bonnie Walton, City Clerk's Office Carrie K. Olson, Plan Review x7235 CD FOSTER SHORT PLAT LUA06-038-SHPL Attached please find two sets of the above-referenced original mylars and three paper copies of the mylar for recording with King County. The recording instructions in order are as follows: I. Record the short plat mylar. 2. Request King County to return one of the executed mylars to us for our records. Please have the Courier take these documents via 4-hour service. A check in the amount of $17.97 made out to Velocity Express 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 PIO/recording #'s to Sonja, Carrie, and Pab:ick) Patrick (Notice to final short plat on Permits Plus) Carrie Olson (Provide any unpaid SOC/SAD fees to Jan for posting to parcels on Permits Plus) Yellow File \11:\PlanReview\COISON\Shortplats 2007\Fostor SHPL 08m ClerkRecord.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: September 25, 2007 TO: ~{JJ;liJ._'f,regg Zimmerman, PBPW Administrator FROM: Carrie K. Olson, Plan Review x7235 SUBJECT: FOSTER SHORT PLAT LUA06-038-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 \\l:\PlanReview\COLSON\Shortplats 2007\FOSler SHPL 07m ZimSign.doc DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM August 14, 2007 Amela Henninger, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan ReviewcO FOSTER SHORT PLAT LUA06-038-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: ~ ~ NA Projed#s Comments 7 As-Builts Cost Data Inventory Bill of Sale Easements :i. (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication Square Footage: :i. Restrictive Covenants :i. Maintenance Bond Release Permit Bond ~ Comments: /1,o &.:. _u. tlu a .-A ....., ~ A . P' au..,?-f" L ,- qL;z.tf.-:-0 r. ~5/t~1- -l>af-{l~ ~3-3.3a--1'73kJ I • • DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM August 14, 2007 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 ~o FOSTER SHORT PLAT LUA06-038-SBPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. --·-;ij··. ,- Approval:-\::'~'' ,i Robert T Mac Onie, Jr.= Cc: Yellow File l:\PlanRoview\COI.SON\Shonplats 2007\Foster SIIPL 03m PR-TS ReviewStart.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM August 14, 2007 Jill Ding, Planning r/J Carrie Olson, Plan Reviev FOSTER SHORT PLAT LUA06-038-SHPL Attached is the LUA folder for the short plat. We are in the final review stage ofrecording 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 Wednesday, August 21, 2007, so I can proceed to final recording. Thanks. • Demo Permit B060181 finaled 04-06-06. e/10/01 I Cc: Yellow Fil l:\PlanRevicw\COLSON\Shortplats 2007\Foster SIIPL 04m PlanningReview.doo DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM September 10, 2007 Jan Conklin, Development Services Carrie K. Olson, Development Services/Plan Review x7235 FOSTER SHORT PLAT LUA06-038-SBPL 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. {d-3 ?s p le 1911 ~ - I\I:\PlanReview\COISON\Shortplats 2007\Foster SHPL 05m Jane.doc Printed: 09-24-2007 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA06-038 Receipt Number: Total Payment: 09/19/2007 04:15 PM 2,411.50 Payee: PAT ANARDI Current Payment Made to the Following Items: Trans Account Code Description 5045 304.000.00.345.85 Fire Mitigation-S,R 5050 305.000.00.344.85 Traffic Mitigation Fee Payments made for this receipt Trans Method Description Payment Credit C VISA Account Balances Trans Account Code 3021 5006 5007 5008 5009 5010 5011 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 650.237.00.00.0000 000.05.519.90.42.l 000.231.70.00.0000 Visa Description 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 Horne Parks Rezone Routine Vegetation ~gmt Shoreline Subst Dev Site Plan Approval Temp Use, Hobbyk, Fence Variance Fees Conditional Approval Fee Comprehensive Plan Amend Fire Mitigation-SFR Traffic Mitigation Fee Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax Amount 2,411.50 Amount 976.00 1,435.50 Balance Due .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 R0705003 Printed: 09-24-2007 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Utility Services Permit RECEIPT Permit#: U060120 02/26/2007 02:56 PM Receipt Number: Total Payment: 17,926.76 Payee: ANARDI, PATRICK Current Payment Made to the Following Items: Trans Account Code Description Ainount ---------------------------------------------------------------------- 4028 000.343.20.00.0000 Public Works Inspection 170.55 4033 407.343.90.00.0003 Storrnwater Insp Approval 330.00 4040 426.388.10.00.0020 Spec Util Connect Sewer 3,051.00 4045 426.388.10.00.0031 Spec Assrnt Dist, Sewer 7,730.21 4050 000.322.40.00.0000 Right-of-way Constructn 90.00 4056 425.388.10.00.0010 Spec Util Connect Water 3,912.00 4057 405.343.90.00.0001 Water Inspection Approvl 275.00 4059 405.388.10.00.0013 Misc. Water Installation 850.00 4069 427.388.10.00.0040 Spec Util Connect Stormw 1,518.00 Payments made for this receipt Trans Method Description Amount Payment Credit C VISA Visa 17,926.76 Account Balances Trans Account Code Description Balance Due --------------------------------------------------------------------- 4028 000.343.20.00.0000 Public Works Inspection .00 4033 407.343.90.00.0003 Storrnwater Insp Approval .00 4040 426.388.10.00.0020 Spec Util Connect Sewer .00 4042 406.343.90.00.0002 Sewer Inspection Approvl .00 4044 406.322.10.00.0015 Sewer Permit .00 4045 426.388.10.00.0031 Spec Assrnt Dist, Sewer .00 4050 000.322.40.00.0000 Right-of-way Constructn .00 4056 425.388.10.00.0010 Spec Util Connect Water .00 4057 405.343.90.00.0001 Water Inspection Approvl .00 4059 405.388.10.00.0013 Misc. Water Installation .00 4061 407.322.10.00.0020 Storm Water Permits .00 4069 427.388.10.00.0040 Spec Util Connect Storrnw .00 Remaining Balance Due: $0.00 R0700815 ~~~: P~::ld~g/Pa~I:.~::: jl~ Kathy Keolker, Mayor Gregg Zimmerman P.E., Administrator ~~N'1.'0"',;r--------------------------- September 10, 2007 Mr. Pat ADwdi P.O. Box~233 Renton WA 98058 ~ .Q/Y\_ t)y_Mnf\ ~ cf-O<o -Gr Lf--L{-0W j_d{ 3 ~,#==~k 19/4. SUBJECT: FOSTER SHORT PLAT LUA06-038-SHPL Dear Mr. Anardi: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. SHORT PLAT REVIEW COMMENTS: (These items are required to be completed prior to recording of the short plat.) • In our last short plat review memo, dated June 26, 2007, it was noted that in the "EXCEPTIONS" block of the LandAmerica Commonwealth Subdivision Guarantee title report, Order No. 20214969, dated February 24, 2006, there was listed a reference to "RESERVATIONS OF ALL COAL AND MINERALS", as recorded under Rec. No. 384789. Said reservations and recording number thereof, should be noted on the short plat submittal under the "RESTRICTIONS" block. • The names of Douglas and Joanne Briggs, James Miller and Walter Miller are noted under the "DECLARATION OF SHORT SUBDIVISION'' block (Sheet 1 of2). This indicates that Pat and Debra Anardi have no vested interest in the short plat property at this time. A new title report, noting the vested owners, must be submitted to the city before the short plat can be recorded. NOTE: All vested owners of the property, at the time of short plat recording, must sign the short plat mylars. • Pay Transportation and Fire Mitigation Fees in the amount of $2,411.50, as requested under LUA06-038, made payable to the City of Renton. These fees may be paid at the Customer Services Counter on the 6th floor of Renton City Hall. When the above items are completed, you may submit the signed and notarized short plat mylar (one original mylar and one copy (on mylar) of each sheet) along with a check in the amount of $17.97 ( current courier fee) made out to Velocity Express. Should you need to discuss any portion of this letter please contact me at ( 425) 430-7235. Sincerely, Carrie K. Olson Development Services, Plan Review --7 FAXED TO: D.avid Downing & Assoc, 306-658-9053 l:\PlanReview\COLSON\Shortplats 2007\Foster SHPL 06L RcquestMylarStop.doc 1055 South Grady Way-Renton, Washington 98057 ® This paperconta,,s 50°/,. ,er:ydF.d matenal. 30% post consumer -~ RENTON' 1\HE,/•.D Cf" THE CL/.VJ, . . ARTICLES OF INCORPORATION OF BASELINE BUILDERS, INC. ARTICLE I NAME The name of this corporation is BASELINE BUILDERS, INC .. ARTICLE II PURPOSES This corporation is organized for the following purposes: A. New home construction and remodel. FILED SECRETARY OF STATE FEB O 7 2007 STATE OF WASHINGTON B. To engage in any business, trade or activity which may be conducted lawfully by a corporation organized under the Washington Business Corporation Act. ARTICLE III SHARES This corporation is authorized to issue 1,000 shares of common stock. ARTICLE IV NO PREEMPTIVE RIGHTS Except as may otherwise be provided by the Board of Directors, no preemptive rights shall exist with respect to shares of stock or securities convertible into shares of stock of this corporation. CllYOFAfNTON -I -RECEIVED SEP 2 a 2007 BUILDING DIVISION ARTICLEV NO CUMULATIVE VOTING At each election for directors, every shareholder entitled to vote at such election has the right to vote in person or by proxy the number of shares held by such shareholder for as many persons as there are directors to be elected. No cumulative voting for directors shall be permitted. ARTICLE VI BYLAWS The Board of Directors shall have the power to adopt, amend or repeal the Bylaws or adopt new Bylaws. Nothing herein shall deny the concurrent power of the shareholders to adopt, alter, amend or repeal the Bylaws. ARTICLE VII REGISTERED OFFICE AND AGENT The name of the initial registered agent of this corporation and the address of its initial registered office are as follows: Schneider, Gibson & Jarvey, Inc. P.S. 90 I East Main Street Auburn, WA 98002 ARTICLE VIII DIRECTORS A. The number of directors of this corporation shall be determined in the manner specified by the Bylaws ,md may be increased or decreased from time to time in the manner provided therein. The initial Board of Directors shall consist of two (2) directors and their names and addresses are as follows: Patrick Anardi Debra Anardi -2 - Address PO Box 58233 Renton, WA 98058 PO Box 58233 Renton, WA 98058 . ' B. The term of the initial directors shall be until the first annual meeting of the shareholders or until their successors are elected and qualified, unless removed in accordance with the provisions of the Bylaws. ARTICLE IX SHAREHOLDER VOTING REQUIREMENTS FOR CERTAIN TRANSACTIONS To be adopted by the shareholders, an amendment of the Articles oflncorporation, a plan of merger or share exchange, the sale, lease, exchange, or other disposition of all, or substantially all, of the corporation's assets other than in the usual and regular course of business, or the dissolution of the corporation must be approved by each voting group of shareholders entitled to vote thereon by a majority of all the votes entitled to be cast by that voting group. ARTICLEX INCORPORATORS The name(s) and address(es) of the incorporator(s) is/are as follows: Patrick Anardi Address PO Box 58233 Renton, WA 98058 ARTICLE XI LIMITATION OF DIRECTORS' LIABILITY A director shall have no liability to the corporation or its shareholders for monetary damages for conduct as a director, except for acts or omissions that involve intentional misconduct by the director, or a knowing violation of law by the director, or for conduct violating RCW 238.08.310, or for any transaction from which the director will personally receive a benefit in money, property or services to which the director is not legally entitled. lfthe Washington Business Corporation Act is hereafter amended to authorize corporate action further eliminating or limiting the personal liability of directors, then the liability of a director shall be eliminated or limited to the full extent permitted by the Washington Business Corporation Act, as so amended. Any repeal or modification of this Article shall not adversely affect any right or protection of a director of the corporation existing at the time of such repeal or modification for or with respect to an act or omission of such director occurring prior to such repeal or modification. II/ -3 - .. , ' ARTICLE XII INDEMNIFICATION OF DIRECTORS AND OFFICERS Section I. Right to Indemnification. Each person who was, or is threatened to be made a party to or is otherwise involved (including, without limitation, as a witness) in any actual or threatened action, suit or proceeding, whether civil, criminal, administrative or investigative, by reason of the fact that he or she is or was a director or officer of the corporation or, while a director or officer, he or she is or was serving at the request of the corporation as a director, trustee, officer, employee or agent of another corporation or of a partnership, joint venture, trust or other enterprise, including service with respect to employee benefit plans, whether the basis of such proceeding is alleged action in an official capacity as a director, trustee, officer, employee or agent or in any other capacity while serving as a director, trustee, officer, employee or agent, shall be indemnified and held harmless by the corporation, to the full extent permitted by applicable law as then in effect, against all expense, liability and loss (including attorney's fees, judgments, fines, ERISA excise taxes or penalties and amounts to be paid in settlement) actually and reasonably incurred or suffered by such person in connection therewith, and such indemnification shall continue as to a person who has ceased to be a di-rector, trustee, officer, employee or agent and shall inure to the benefit of his or her heirs, executors and administrators; provided, however, that except as provided in Section 2 of this Article with respect to proceedings seeking to enforce rights to indemnification, the corporation shall indemnify any such person seeking indemnification in connection with a proceeding ( or part thereof) initiated by such person only if such proceeding ( or part thereof) was authorized by the board of directors of the corporation. The right to indemnification conferred in this Section I shall be a contract right and shall include the right to be paid by the corporation the expenses incurred in defending any such proceeding in advance of its final disposition; provided, however, that the payment of such expenses in advance of the final disposition of a proceeding shall be made only upon delivery to the corporation of an undertaking, by or on behalf of such director or officer, to repay all amounts so advanced if it shall ultimately be determined that such director or officer is not entitled to be indemnified under this Section I or otherwise. Section 2. Right o{Claimant to Bring Suit. Ifa claim under Section I of this Article is not paid in full by the corporation within sixty (60) days after a written claim has been received by the corporation, except in the case of a claim for expenses incurred in defending a proceeding in advance of its final disposition, in which case the applicable period shall be twenty (20) days, the claimant may at any time hereafter bring suit against the corporation to recover the unpaid amount of the claim and, to the extent successful in whole or in part, the claimant shall be entitled to be paid also the expense of. prosecuting such claim. The claimant shall be presumed to be entitled to indemnification under this Article upon submission of a written claim (and, in an action brought to enforce a claim for expenses incurred in defending any proceeding in advance ofits final disposition, where the required undertaking has been tendered to the corporation), and thereafter the corporation shall have the burden of proof to overcome the presumption that the claimant is not so entitled. Neither the failure of the corporation (including its board of directors, independent legal counsel or its shareholders to have made a determination prior to the commencement of such action that "4" . . . . • indemnification of or reimbursement or advancement of expenses to the claimant is proper in the circumstances nor an actual determination by the corporation (including its board of directors, independent legal counsel or its shareholders) that the claimant is not entitled to indemnification or to the reimbursement or advancement of expenses shall be a defense to the action or create a presumption that the claimant is not so entitled. Section 3. Nonexclusivity o{Rights. The right to indemnification and the payment of expenses incurred in defending a proceeding in advance of its final disposition conferred in this Article shall not be exclusive of any other right which any person may have or hereafter acquire under any statute, provision of the Articles of!ncorporation, Bylaws, agreement, vote of shareholders or disinterested directors or otherwise. Section 4. Insurance. Contracts and Funding. The corporation may maintain insurance, at its expense, to protect itself and any director, trustee, officer, employee or agent of the corporation or another corporation, partnership, joint venture, trust or other enterprise against any expense, liability or loss, whether or not the corporation would have the power to indemnify such person against such expense, liability or loss under the Washington Business Corporation Act. The corporation may, without further shareholder action, enter into contracts with any director or officer of the corporation in furtherance of the provisions of this Article and may create a trust fund, grant a security interest or use other means (including, without limitation, a letter of credit) to ensure the payment of such amounts as may be necessary to effect indemnification as provided in this Article. Section 5. Indemnification ofEmplovees and Agents ofthe Corporation. The corporation may, by action ofits board of directors from time to time, provide indemnification and pay expenses in advance of the final disposition of a proceeding to employees and agents of the corporation with the same scope and effect as the provisions of this Article with respect to the indemnification and advancement of expenses of directors and officers of the corporation or pursuant to rights granted pursuant to, or provided by, the Washington Business Corporation Act or otherwise. ARTICLE XIII TRANSACTIONS WITH INTERESTED SHAREHOLDERS This corporation elects to be covered by the provisions of the Washington Business Corporation Act concerning transactions with interested shareholders, as therein defined, whether or not this corporation may at any time have fewer than three hundred (300) holders of record of its shares. THE UNDERSIGNED PERSON OF THE AGE OF EIGHTEEN YEARS OR MORE, AS INCORPORATOR OF THIS CORPORATION UNDER THE WASHINGTON BUSINESS CORPORATION ACT, ADOPTS THESE ARTICLES OF INCORPORATION, II I -5 - , . Dated: February 6, 2007 Patrick Anardi, Incorporator ********************* CONSENT TO SERVE AS REGISTERED AGENT Schneider, Gibson & Jarvey, Inc. P.S., a Washington corporation, hereby consents to serve as Registered Agent, in the State of Washington, for the following corporation, Baseline Builders, Inc. David D. Jarvey understands that as agent for said corporation, it will be responsible to receive service ·of process in the name of said corporation; to forward all mail to said corporation; and to immediately notify the office of the Secretary of State in the event of its resignation, or of any changes in the registered office address of 90 I East Main Street, Auburn, WA 98002. Dated: February 6, 2007 ADDRESS OF REGISTERED OFFICE: 90 1 East Main Street Auburn, WA 98002 -6 - ® CHICAGO TITLE INSURANCE COMPANY 10500 NE 8TH, #600, BELLEVUE, WA 98004 Order No.: 001222389 Your No.: ANARDI PROPERTY ADDRESS: 1916 TALBOT ROAD SOUTH RENTON, WASHINGTON98055 MR. & MRS. PAT ANARDI P.O. BOX 58233 RENTON, WASHINGTON 98028 ATTN: 1/1 Enclosed are your materials on the above transaction. I[ you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> EASJ'SIDE '!TILE UNIT BRUCE ANDRUS JANICE PARKER DAVID BENNETT DANIEL KEPPER JESSICA MCKNIGHT TELEPHONE (425) 646-9883 FAXc (425) 646-9879 TOLL FREE: (800) 455-5644 SEKI OR TITLE Ol'FICER AND UNff MANAGER (E-MAIL ANDRUSB@CTTCOM) S!'Nl[)RTlTLE OFFICER (E-MAIL PARKERJA@CIT.COM) TITLE OFFICER (E-MAIL: BENNEITD@C'JT.COM) TITLE OFFICER (E-~IAIL: DANIEL.KEPPER@CTf.COM) TITLE TECII:o;ICIAN (E-~IAIL: MCKNIGHTJ@CTT.COM) <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> .,..,. ...... RECC)Rl)ING ALERT**** TO AVOID ANY PROCESSING DEIAYS PLEASE BE SURE TO SEND ALL RECORDING PACKAGES TO '!HE FOLLOWING ADDRESS: CHICA.CJD TITLE IJ\."SURANCE COMPANY RECORDING DEPARlMENT 701 FIFIII A VENUE, SUITE 3300 SEATTI.f'., \VA 1)81!}1 TITLETll/RDA/r:lm @ Chicago Title Insurance Company COMMITMENT FOR TITLE INSURANCE BY Chicago Title Insurance Company Chicago Title Insurance Company, a Missouri corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Pro- posed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Require- ments; all subject kl the provisions of Schedule A and B and to the Conditions of this Commitment. 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 by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Chicago Title Insurance Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Issued by: CHICAGO TITLE INSURANCE COMPANY 3400 BANK OF AMERICA TOWER 701 STHAVENUE SEATTLE, WA 98104 (206) 628-5666 Chicago Title Insurance Company ,, ~J ll'{),;~ L -- J,,, 211--:,- Countersigned: ~/(~ Authorized Signature · FORM 72CI06 (6/06) ALTA Commitment -2006 CONDITIONS I. The tenn mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the fonn of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued cOntains an arbitration clause. All arbitrable matters when the Amounts of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at <http://www.alta.org!>. 1 FORM 72CJ06 (6/06) ALTA Commitment -2006 COPIES OF THE COMMITMENT HAVE BEEN DELIVERED TO THE FOLLOWING PARTIES: -ESCROW: -01: -02: DEPENDABLE ESCROW 10618 S.E. KENT-KANGLEY ROAD, #204, KENT, WASHINGTON 98031 (253) 852-5592 MR. & MRS. PAT ANARDI P.O. BOX 58233, RENTON, WASHINGTON 98028 1/1 (253) 332-1636 DAVID DOWNING, SURVEYOR 4229 76TH STREET NORTHEAST, SUITE 104, MARYSVILLE, WASHINGTON 98270 EMAIL TO:SHANNON@DOWNINGSURVEYING.COM (360)653-5385 001222389 DELIVER/2-2-0SRDA t ( D TITLE INSURANCE COMPANY lu,vO Ne 8TII, #600, BELLEVLE, WA 98004 PLAT CERTIFICATE Order No.: 1222389 Certificate for Filing Proposed Plat: In the matter of the plat submitted for our approval, this Company has examined the records of the County Auditor and County Clerk of KING County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: BASELINE BUILDERS, A WASHINGTON CORPORATION EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200. oo TAX: $17.60 Records examined to SEPTEMBER 11, 2 o o 7 at B: o o am By EASTSIDE TITLE UNIT Title Officer (425)646-9883 PI.ATCRTA/RDA/0999 t GO TITLE INSURANCE COMPAN' PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION Order No.: 1222389 LOT 22, RENTON CO-OP COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 191.53 FEET. PI.ATCRTL/RDA/o:»J CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULEB Order No.: 1222389 This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). Pl.ATCRTB/RDA/r.1¥J":J 1-1 GO TITLE INSURANCE COMPAN' PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS Order No.: 1222389 D 1. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 20050926900001, AS FOLLOWS: FENCES DO NOT CONFORM TO THE NORTH AND EAST PROPERTY LINE. A 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: CITY OF RENTON, A MUNICIPAL CORPORATION PUBLIC UTILITIES SOUTH 15 FEET MAY 31, 1979 7905311019 I 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOUND ENERGY, INC. CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE, IMPROVE, REMOVE, ENLARGE, AND USE THE EASEMENT AREA FOR ONE MORE UTILITY SYSTEMS FOR PURPOSES OF TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY. SAID PREMISES MARCH 22, 2007 20070322001373 B 4. RESERVATIONS CONTAINED IN DEED RECORDED UNDER AUDITOR'S FILE NO. 297925. K 5. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES), YEAR: TAX ACCOUNT NUMBER: LEVY CODE, ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2007 722200-0125-07 2110 $124,000.00 $ 0. 00 BILLED; $1,373.24 PAID: $ 686.62 UNPAID: $ 686.62 E 6. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO PlATCRTBl/RDA/0999 H GO TITLE INSURANCE COMPAN. PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1222389 ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. J NOTE 1: THE FOLLOWING DEED(S) AFFECTING SAID LAND WAS (WERE) RECORDED WITHIN 24 MONTHS OF THE DATE OF THIS COMMITMENT: GRANTOR: GRANTEE: RECORDED: RECORDING NUMBER: F NOTE 2: PAT ANARDI AND DEBRA ANARDI, HUSBAND AND WIFE BASELINE BUILDERS, INC., A WASHINGTON CORPORATION MARCH 12, 2007 20070312001739 THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: A PORTION OF LOT 22, VOLUME 9 OF PLATS, PAGE 27. END OF SCHEDULE B Pl.ATCRB2/RDA/0999 · I GO TITLE INSURANCE COMPAN PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1222389 H THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: DEPENDABLE ESCROW 10618 S.E. KENT-KANGLEY ROAD, #204 KENT, WASHINGTON KIM (253)852-5592 98031 1/1 MR. & MRS. PAT ANARDI P.O. BOX 58233 RENTON, WASHINGTON 98028 (253)332-1636 1/1 PLATCRB2/RDA/0999 @ CHICAGO TI1LE 'r, ...... , :lANCE COMPANY 701 FIFTH A VENUE, #3400, SEA TILE, WA 98104 PHONE: FAX: (206)628-5600 (206)628-4725 IMPORTANT: This is not a Swvey. It is furnished as a coovenience to locate the land indicated hereon with 1 . reference to streets and other land. No liability is assumed by reason of reliance hereon. g o./-KEPtO/U Co-o/?-el"Rr,'ve. Ce,#t. C:,//fd/'IPj 11-c,ee ' > I ' o: ~I ;> ! ' l,2p00 oqi, tt2i8 Ol22 21 s. 19T)f. ST. 9 1.007 .AC 10 1.002 AC i> ~SF 1.012 OOl5II 3.20 AC MAP RDA 099'J ~ ~I . ) ' :~ ,~ ii I I I I F r~-_,_'+_ COMMITMENT FOR TITLE INSURANCE cJ»GO 'r; ~'\ )', C, ---<~ • • 't. ~ ~-;,,. "'c. q_V: ,fl ~ "'"'cE c 0 ® CHICAGO TITLE INSURANCE COMPANY P.O. Box 45023 Jacksonville, Florida 32232-5023 ·~I l~I ,, iiil r111 t,, ,;JI @ CHICAGO TITL · ·. <~.JRANCE COMP ANY 701 FIFfHAVENUE, #3400, SEATTLE, WA 98104 PHONE: (206)628-5600 FAX: (206)628-4725 IMPORTANT: This is not a Survey. It is furnished as a convenience to locale the land indicated hereon with / reference to streets and other land. No 1iability is assumed by reason of reliance hereon_ [!,. o./-K£tJ'Tt),,J {:..o.c;/7-e/'/l.r,'Ve. C",,,,~ {h,df~it/Pj #C,e/! II S. 18lli. ST. 1P 0 1tiP ~ • OOli6 0.681 291.53 000 R TON DAO 1547 . ' ' • 8 8 S.007 AC 10 1,002 AC i! SF ,£? 't,;~~Q '•" ---300~ BO 1.012 00!!0 MAP RDA 0999 Brarch :GOK,User :NEWM Title Officer: I Order: 1222389 Comment: Station Id :DQOS 20060221001779.001 • AFTER. RE-CORDING MAJL TO: Mr. and Mrs. :Pat Anardi POBox58233 Renton. WA 98058 11111111-11111111 ....... ,:.·, .......... . 20060221001779 TRAMSNATJON Tl IJD 33 .IDllt PAGEelU. OF 0e2 82/21/2096 13:~2 KJ:NG COi.MTV, 1,1A Statutory Warranty Deed GrantoT(s): Douglas J. Briggs Jr. & Joanne Mary Briggs Grantee{s): Pat Anardi and Debra Anardi Abbreviated l..e&,al: Lot 22. Renton Co-op Coal Company's Acre Tracts, less the east 191.53 feet Assessor's Tax Pan:e1 Nmnber(s): 722200012507 THE GRANTOR Douglas J. Briggs Jr. & Joanne Mary Briggsp husband and wife for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSffiERATION in hand paid, conveys and warrants to Pat Anardi and Debra Anardi, husband and wife lhe following described real estate, situated in the County of King. State of Wa~hingmn. Lot 22, Renton Co-op Coal Company's Acre Trnc1s. as per plat recorded in Volume 9 of plats, page 27, records of King CoWlty Auditor; Except the east 191.53 feet. Situate in the City of Renton. County of King, St.ate of Washington. Subject To: Easements, Restrictions, Covenants, Cqm!itio11s. Reservations and Agreements of record, if any. EASEMENT AND THE TERMS AND COND1·1·10NS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: STATE OF CITY OF RENTON PUBLIC UTJLlTJJ~S A PORTION OF SAID PREMISES MAY 31, !979 7905311019 READ AND APPROVED BY; Pat Anardi and Debra Anardi COUNTY OF--------------~ SS: I cert)fy that I know or have satisfactc,ry evidence that Douglas J. Briggs Jr. & Joanne Mary Briggs ls/are the person(s) who appeared before me. and s.aid person(s) acknowledged that he/she/they signed.this instrument and acknowledge it lo be his/her/their free and voluntary acl for the uses and purposes mentioned in this im;rrumcnt. Dated: ,,, Notary Public in and foT the State of _________ _ Residing at ___ ~---------------- tppoirnment expires· LPB-IO E2187578 02/21/2096 13:44 K1NG COUNTY, VA s~f: $2,::1:1::: KING,WA Document: OED WAR 2006.0221001779 PAGE001 OF 001 Page I of2 Printed on I 0/16/2006 10:07:20 AM -Brapch :GOK,User :NEWM Title Officer: I Order: 1222389 Comment: Station Id :DQOS ' KlNG,WA State of California County ofMarin 20060221001779.002 On L / \ Q · / (!)'6 before roe, Andrew D Holzbaur, Notary Public Personally appeared ~'6...s :,:S, \3--+~s 3r, ~ -:S:,~-" M"'!:';l• \3r-.~ 0 personally known to me /orAB: proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) i~ subscribed to the within instrument and acknowledged to me that he/she@xecrted the same in bi~uthorized capacit;1(ies) and that by his/he~ignature(s) on the instrument the person(s), or the entity upon beh.alfofwhicb the person(s) acted, executod the instrument r . . . . .. . . . 1 •. -=_ · .. omclAlsEA,. ,,.,,,, ii w1-n:-gg my hand and offic1·a1 seal • • ANDREW 0. HOLZBAUR z J ru: -. 5 {el>_· NOTARYPUBllC·CAltF ~ Z COUNTY OF MARIN .:_. l' ' MtC<>mm.e,o,.,,.26,2'){)5 If . . <UR . ' ' ""F C 4-, )3:)T . ./ My commission, Nu:ber ~2789, e~~006 OPTIONAL INFORMATION IMENT rType ofDocument ____________________ _ f Document_. ____ _ _ ___ Number of Pages------ Page 2 of2 Document: DED WAR 2006.0221001779 Printed on I0/16/200610:07:21 AM -~ \ i\,·,1 r I :1 JI, UT 11. l 1 I l S II] [A~s~I~! "i r ,,.,,., .... . ...... , TH[S INSTRUM[NT. 111ad1: this __ day of ______________ l9~- by and between. ___ ,,_.,_1._,_1._" __ ·,,_,_:._1._E_1' ____ _ and ----- ----"-'-'-"-' '-"-"-·'-'-"-'-·'-·'-"_' _______ and.-------------------- ---------·'-·'-"_r_s_,,_,,_1_1._1._r_" _______ and ___________________ _ and ________________ _ hereinafter called "Grantor(s}." and the C[TY or RENTON, a l>'nnicipal Corporation of --King County. Washington, hereinafter cal led "Grantee." N ... W)TN(SS[TH: That said Grantor(s). fofi and in consideration of the sum of$ $1,000.00 1)nl· !'11011:,:;;11•11 IJol i;1r:,:; aml ·111baid by Grantee, and other valuable consideration, do by these presents, grant, oarg'aln. sell, convey, and warrant unto the said Grantee, its successors and assigns. an easement for public utilities (including water and sewer} with necessary appurtenances over, through, across and upon the following described property in King County, Washington. ~ore particularly described as follow~: rr.,ct 2Z of the th_•ntun Cnoper;ilive Coal Comp;rny's ,krc T1·,"1cts Pla:: ;,,'.o. 2 ;1,: r(•curdcd in \',;,lumc g of l'l,1t:c;, Pa~C' 27, RP1.:ord~ of Kini,-'. Count~'. \,';1slt!ngton, LL'!;s the t·:;:ist I 1Jl.5J fpt•t tltl~rt·of: S.iid ~1.-iin Tr.1ct dcedL·d to (;rantors hy ,\F ;,,;o. 7]0l.060~J9n. St•t> ,1lt,1cla·d EXllllll 1 "A" ., . C 1% EXCISE TAX NOT I', King Co. Rec e,, ,;J 1,': (i.1 ,.I Together wl th a temporary construct"ion easement described as: Th(· north tl'll fl·l·t of L11t· :-;u,rtll tW('nty fivl.' fC'L't of the .;hOVQ-d,.•.o.;;ribed }lnin Tr.1ct. Said te~1porary :ono;trortion easement shall remair: in force during construc- tion and until such time as the utilities and appurtenances have been accepted fo:· the operation and maintenance by the Grantee but not later than Dec. 31,1980 If ;it ·" 1..:,, time in thl' futurt' this l',1Sl'ment ls ;Jh,1ndoncd fo, ,1 pc,riod of fiv.._. ;,'L·;irs, the title to tl1is (•,1<;t'F.ll'nt \.l[ll :rntomaticnlly revert ro the ~r.;nrors. If ,.1t ),,,d1 Lim,· in tli1• f11t11r1· tlH· 1 ltv 11:-l<i'ntnn r,•quin•s ;11Jdltl11n,1J land or {';1o..;r.•m1,nts, il will -.:,·,·k tl1('m frmn oth1·r po1rti1•:,:; prior lo ,1ppro:1<·h inl-'.: r!w ,,hovt· n;111wd. \,111/ hc>,·etufore n11•nlioned 9r,intee, its successors or assigns, shdll h<!"Vl' :•,,· ,·1 1Jht, without prior· 11ot1~1· or proceeding dt li'lw, nt such times as may be '\\', t'<;\,11·y to en te,· upon said Jhove des er\ bed proper-ty for the purpose of cons. t f":n t- 1 nr;. m,11ntJining, repdiring, alteriny or reconstructing said utilities, or making .rn_v connl'rtions tf-.erewith, without incurrir,g any legal obligations or liability tllrn~fon:'. provided, that Si.1()1 construction, r.\aintaining, repairing, alteriny or i-t:,constnKtion of sai::1 utilitirs shall be accomplished in such. a manner th.:1t the ot·ivatP ir1provements existinCJ in tht> 1·j9hth,}-of-way ~hal 1 not be disturbed or ,1.w,,11ied, they wi 11 be rep laced in as good a condition as they were immediately hl'fort> the property was enterrd upon by the Grantee. The Grdntor shall fully usi> Jnd enjoy the aforedescribed pr('mises, inc.:lu<1inCJ ttie ,-T~itit to retain tile right to use the surface of said right-of-way H ,;;uch use rloc<; not interfere with instoll,ition and maintenance of tht• utilities. However, r.hr 91·.-intor shall not erect buildln!JS or ~tructures over, lmder or across the ri(/ht-of-way during the e~istence of such utilities. This easement, shall bed covenant running with the land arid shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they ,ir-e the lo?wful owners of the above properties and that they have a good and la•..,-ful right to execute this agreement. and ------------------- \' Ind -~~----------------· STAT[ OF WASHltlGTOrl cou;nv or KING ss and ------------------- J, the undersigned, a notary public in and for the State of Washington, hereby certify that on this _2.._day of _ _}~J-------19 15, personally appeared before me and ,ind and ---~~----~~----------------------- ----'----'--'-------' ---------'-------------- rrnd , to me known to be inJivillual{s) described 1n ,;(1,f who executed the foregol/l9-Tr1Strumerit, and acknowledged that ~'r'i r':; · siqned and 'iealed the same as --~-__ free and voli.;ntary act and~~s-e·s and purposes therein mentioned. . ·~ .... ! · .. ·. :- /,/ j 11-j ({ t l l ( ~ (• /1-r ,.,, .... ~· Notary Public in and Washington, residing for I)• S lj \e at ,:,,.it,{((( of _4'.:cr<) i: ( • I ~ r-,l'U/ 1 .. 0 ' ' t \ \ .) ( .\ 1; \ ' ' 5. 19= ST. -·-, zz ' I ' ' I ----, .. __ ·---.~ 10' Temp Con,t ... ..<l,on E1,eme~T ?i5· Pe,.ma,,er,t Wat.,,. Etme~t I ' ' ·---··-8-' i. I I /1 · 1 . i . . . I .) I '' ,, I I'. ' I I .' I ' '' , ' r I . . ~ . I . , , • \[) • w ~ " f- TR 2 -LINE g? EXHIBIT .A. .~(6'1), -'t;;_, .• fl', 1 ·.__ t;:,;_,:;;.. "i'0-4 ... 1 \ ',.?~ ~I ~· ~.I ' \ \ i ,,.;, ~ I ~~ I I I I I I I • ~- -~ ~-------------1-" \J" F'OR. OF lt1E SE 1/4 OF ftt SE 1/4 BEG. 1~. TWO> :i':tN.. R.SE.. W.M,. ICING COUl4TT, W.1,IIWIGTotl.. '21>1-11 Sth ~-• 1,c Koldao4. f/A ~IIOJ4-&gn Td {4i.S) 8l1-i'"11 fa, (02s) a21-i..s1 T'>I rtH (!IOO) 4611-0>,S 'Inf" iRI-OAS'SOC C0U ""· 05-153 Shorl 1 OF 1 Filed at Request of and AFTER RECORDING MAIL TO: Baseline Builders, Inc. PO Box 58233 Renton, WA 98058 20070312001739.001 11~111111111111111·1 20070312001739 SCHNEIDER QCD 32. 01 PAGENl OF Ht 03/12/2087 •• , •• KING COUNTY, LIA E2270623 93/12/2897 14:il KING COUNTY I WA .!I"' $10.00 ..AL.I $8 ... PAGEeei OF Hl QUIT CLAIM DEED TIIE GRANTOR, PAT AN ARD I and DEBRA ANARDI, husband and wife, for and in consideration ofTraDsfer to Grantor's wholly owned corpontion, conveys and quit claims to BASELINE BUILDERS, INC., a Washington corporation, the following described real estate, situated in the County of King, State of Washington, including any interest therein which grantor may hereafter acquire. Lot 22, Renton Co-op Coal Company's Acre Tracts, according to the plat thereof, recorded in Volume 9 of p)ats. page 27., in King County, Washington; EXCEPT the East 191.53 feet. SITUATE in the County of King, State of Washington. Tax Account No. 722200-0125-07, Dated this 8"' day of March, 2007. PATANARDI DEBRA ANARDI STA TE OF WASHINGTON ) : ss. County of King ) I certify that I know or have satisfactory evidence that PAT ANARDI and DEBRA ANARDI are the persons who appeared before me, and said persons acknowledged that they signed the instrument, and acknowledged it to be the free and voluntary act of such parties for the uses and purposes mentioned in the instrument. QUIT CLAIM DEED -I RETURN ADDRESS: Puget Sound Energy, Inc. Attn: RJW Department 6522 Kitsap Way Bremerton, WA 98312 'JP:, 20070322001373.001 EASEMENT REFERENCE#: No Monetary Consideration GRANT OR: ANARDI GRANTEE: PUGET SOUND ENERGY, iNC. SHORT LEGAL: PTN SE-SE-19-23N-05E ASSESSOR'S PROPERTY TAX PARCEL: 722200-0125 EXGISE TAX NOT REQUIRED King Co. Records By~ :S.,..,;SJ,; /I .t. For and In consideration of One Doler ($1.00) and other valuable consideration in hand pald,1iT I AND Dl:BRA ANARDI, husband and wtt'e (·Grantor" herein), hereby conveys and warrants to PUGET SOUND ENERGY, INC., a Washington Corporation CGrantee~ herein), for the purposes hereinafter set forth, a nonexc:luslve perpetual easement over, under, along, across, and through the following described real property ("Properiy" herein) In KING County, WaoMngton: LOT 22, RENTON COOP COAL COMPANY'S ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING cou,ny AUDITOR; EXCEPT THE EAST 191.53 FEET. SITUATE INT.HE ctTY OF RENTON, KING COUNTY, WASHINGTON. Except as may be otherwise set forth herein Grantee's rights shaA be exercised upon that portion of the Property (~Easement Area .. hereJn) described as foUows: An Easement Area 10 feet in width having 5 feet of Sllch wldlh on each side of a center11ne described es follows: THE CENTERLINE OF GRANTEE'S FACILITIES AS CONSTRUCTED, TO ee CONSTRUCTED, EXTEN0EDORREL0CATEDLYINGWITHINTHEABOVEDESCRIBEDREALPROPERTY. 1. Purpose. Grantee shal have the right to construct, operate, maintain, repair, replace, Improve, remove. enlarge, and use the easement ·area for one or more utility systems for purposes of lransmisslon, distribution and sal~ of gas and electricity. Such system mey include, but are not limited to: . Underground facillttes. Pipes. pipelines, mains, 181erals, conduits, regulato,s and feedBrS for gas; conduits, lines, cables, Yaults, switches and transformers for electricity; fiber optic cable and other 1ine5, cables and facllltles for communications; semi-burled Of ground-mounted facilitles end pads, manholes, meters, fixtures, attachments and any and all other facilities or appurtenances necessary or convenient to any or all of the foregoing. following the lnitlar construction of all or a portion of ifs systems, Grantee rrnry, -6-om time to time, construct such additional faciJitles as It may require for such systems. Grantee ahaB have the right of access to the Easement Area over and across the Property to enable Grantee to exercise it8-rights hereunder. Grantee shall compensate G',rnntor for any damage to the Property cau&ed by the exe_rcise of such right of access by Grantee. 2. f:a&ement Area 'Clearing and Maintenance. Grantee shaN have the right to cul, remove and dispose of a·ny and all brush, hes or other vegetation in the Easement Area. Granlee shall also have the right to control, on a eontlnlllng basis and by any prudent and reasonable means, the estabUshment and growth of brush, trees or other vegetaUon In the Easement Area. 3. Granmr"a Use. of Easement Area. Grantor reserves the right to use lhe Easement Area for any . purpose not inconsistent with. the rights herein granted, provided, however, Grantor shalt not construct or maintain any buildings, structures Ot o~ ~!ects. on the Ease_ment Area and Grantor shall do no blasting within 300 feet of Grantee's facilities without Grantee1s prior written consent. 4. Indemnity. Grantee agrees to indemnify Grantor from and against llabllity Incurred by Grantor aa a result of Grantee's negligence. In tr,e. exercise of the rights ~ere in granted lo Grantee, but nothing herein shall require Grantee to indemntfy Granlor for that por1ion of any such llability atlrtbutable to the negligence of Granter or the neg.ltgeoce of others. ··s. Abandonment The rights hetein granted shall continue until such .time as Grantee ceases to use the Easement Area for a pe~ of five (5) :successive years, in which event, this easement shall terminate and all righls hereunder, and any Improvements remalnJng In the Easement Area, shall revert to or otherwise become the property of Grantor; provided, however, that no abandonment shall be deemed to have occurred by reason of Grantee's _ failure to inlt!ally install Its systems on the Easement Area within any period of time from the date hereof. 6. Successors and Assigns. Grantee shall have the right to assign, apporllon or otherwise transfer any or all of Its rights, benefits, prlvlleges and Interests arising in and under this easement. Without limiting the UG Gas: & Electric Easemenl 11/1998 107029397 ;· 20070322001373.002 generality of the foregoing, the rights and obligations of the parUes shall Inure to the benefit of and be binding UPon . their respective successors and assigns-. DATED this 9t1, day of >-2JaiM , 2007. ~ BY: PDJ:I~' DEBRA ANARDt STATE OF WASHINGTON ) ) ss COUNTY OF ) . ti! On 1111s · fl day of ~/? 2007, before me, a Notary Publ!c In andfortl1e State of Waahington, duly convniss ~. personally appeared PAT ANARDI and DEBRA ANARDI, to me known to be the lndMdua~s) who iexecuted the within and foregoing instrument, and acknowledged that ~t/ signed the same as 72$eti::: free and voluntary act and cteed, for the uses and purposes therein mentio • . GIVEN UNDER my hand ·and official sea, hereto affixed the day and year ln this certificate first above written. NOTARJ!;UBLIC In ~ fur the State of Washington, residing at Ott&< My Appointment Explreo: ~A ~ rtm 2 ® L CHICAGO TITLE INSURANCE COMPANY 10500 NE 8TH, #600, BELLEVUE, WA 98004 ORDER NO: YOUR NO: UNIT NO: LOAN NO: PHONE: (425)646-9883 FAX: (425)646-9879 001222389 ANARDI ETU SUPPLEMENT AL COMMITMENT 0 R O E R R E F E R E N C E I N F O R M A T I O N SUPPLEMENTAL NUMBER: SELLER: PURCHASER/BORROWER: PROPERTY ADDRESS: 1 PAT ANARDI AND DEBRA ANARDI 1916 TALBOT ROAD SOUTH RENTON, WASHINGTON 98055 Our Title Commitment dated 10/12/06 at 8:00 A.M. is supplemented as Toi lows: M PARAGRAPH NUMBER(S) 4 HAS (HAVE) BEEN AMENDED AS FOLLOWS: N RESERVATIONS AND RESTRICTIONS CONTAINED IN DEED RECORDED UNDER RECORDING NUMBER 297925 AS FOLLOWS: 0 p X) RESERVING ALL COAL, CLAYS, ORE, OIL AND MINERALS, OR MINERAL BY PRODUCTS TOGETHER WITH THE RIGHT TO MINE, QUARRY AND PROCURE THE SAME; X) SUBJECT TO RESTRICTIONS THAT THE PROPERTY SHALL NEVER BE USED TO SELL OR KEEP FOR SALE ANY SPIRITUOUS MALTS, VINOUS OR OTHER INTOXICATING LIQUORS OR PERMIT THE SAME TO BE SOLD ON THE PREMISES OR PERMIT TO BE KEPT ANY HOUSE OF PROSTITUTION UPON THE REAL ESTATE HEREIN DESCRIBED. EXCEPT AS TO THE MATTERS SET FORTH HEREINABOVE, THE TITLE TO THE PROPERTY COVERED BY THIS ORDER HAS NOT BEEN REEXAMINED. 09/20/07 AUTHORIZED BY: BRUCE ANDRUS Q NOTE: THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS SUPPLEMENTAL COMMITMENT: SEE NEXT PAGE SUPPLCOM/RDA/0999 CHICAGO TITLE INSURANCE COMPANY DEPENDABLE ESCROW Order No.: Your No.: Unit No.: SUPPLEMENTAL COMMITMENT (Continued) KIM 1/1 1222389 ANARDI ETU SUPLCOM2/RDA/0999 ...... # - /~?' ~ ... ,..~ .a ... • ~,-;/ # .. .:.._., •. "" ~-l i ~ ,-, :; • ·1 I -.... ; ,.:: ~ ~-:.." J II l.,. '-'-"'}~-' .1 _..,,,..,. "..~ .... •,-···.,...., ............ , .. "l' •• --. •• ~,- 7! · I J • I :1 J ,, ·. I· i ,,. • ..:· . .J.. 11-,.,. "'"' ,1,'1"'(.,; ;, ,,-__ "'" ,c:) r1• n 1 .U.J',:j ,. . • _.·' ,,, .•. ,. •• ,,,· "'i =···-., . T .... '.,;( .. ,f'fkw, :+111ro-... ~ .,,.. ,:.., .· #-.i,:-,'9\, . ,2. /,_ ., ,,,. •. : .. t ;(,... . -··"- i" .t: .JU-, '. tf ·" rinted: 09-19-2007 ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA06-038 09/19/2007 04:15 PM Receipt Number: ·ayment Made: otal Payment: 2,411.50 Payee: PAT ANARDI :urrent 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 •ayments made for this receipt rans Method Description ayment Credit C VISA ,ccount Balances Trans Account Code 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 5014 000.345.81.00.0011 5015 000.345.81.00.0012 5016 000.345.81.00.0013 5017 000.345.81.00.0014 5018 000.345.81.00.0015 5019 000.345.81.00.0016 5020 000.345.81.00.0017 5021 000.345.81.00.0018 5022 000.345.81.00.0019 5024 000.345.81.00.0024 5036 000.345.81.00.0005 5045 304.000.00.345.85 5050 305.000.00.344.85 5909 000.341.60.00.0024 5941 000.341.50.00.0000 5954 650.237.00.00.0000 5955 000.05.519.90.42.l 5998 000.231.70.00.0000 Visa Description 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, Hobbyk, Fence Variance Fees Conditional Approval Fee Comprehensive Plan Amend Fire Mitigation-SFR Traffic Mitigation Fee Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax Amount 2,411.50 Amount 976.00 1,435.50 Balance Due .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 R0705003 • . . DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC MEMORANDUM August 21, 2007 Carrie Olson SonjaJ. Fesser ~ Foster Short Plat, LUA-06-038-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: In our last short plat review memo, dated June 26, 2007, it was noted that in the "EXCEPTIONS" block of the LandAmerica Commonwealth Subdivision Guarantee title report, Order No. 20214969, dated February 24, 2006, there was listed a reference to "RESERVATIONS OF ALL COAL AND MINERALS", as recorded under Rec. No. 384789. Said reservations and recording number thereof. should be noted on the short plat submittal under the "RESTRICTIONS" block. The names of Douglas and Joanne Briggs, .lames Miller and Walter Miller are noted under the "DECLARATION OF SHORT SUBDIVISION" block (Sheet 1 of 2). This indicates that Pat and Debra Anardi have no vested interest in the short plat property at this time. A new title report, noting the vested owners, must be submitted to the city before the short plat can be recorded. NOTE: All vested owners of the prope11y, at the time of short plat recording, must sign the short plat mylars. \H:\File Sys\LND -Land Subdivision & Surveying: R~'{:onb\LND-20 -Short Plats\0462\RV070821.doc PATRICK HARRON & ASSOCIATES, LLC ~···· Planning & Engineering Seattle 14900 Interurban Ave. s. Suite Number 279 Seattle, WA 98168 T 206.674.4659 F 206.674.4660 Locey 8270 28th Court NE Suite Number 201 Lacey, WA 98516 transmittal To: Carrie Olson From: Ken Olson Re: Foster Short Plat (Final) CC: Tracking #LUA06-038, SHPL-A, V-A Edited per your June 28, 2007 comments. 3-sets of Final Short Plat documents Ken Olson ClTYOFRENTON RECEIVED AUG 14 2007 BUILDING DIVISION Company: City of Renton Date: Pages: August 14, 2007 PLAN REVIF CITY OF RHO'·. t,i'(:, 1 ti 2Q07 RECEIVED P \2005105123 Foster SP\Text\Applications\trans forshort plat-081407.doc CITY L-~ RENTON Kathy K.eolker, Mayor Planning/Building/PublicWorks Department Gregg Zimmerman P .E., Administrator June 28, 2007 Mr. Pat Anardi P.O. Box 85233 Renton WA 98058 SUBJECT: Dear Mr. Anardi: K.vt'l c9~ -JD6-r;;,7f-C,-6fiO FA'f.G.6 7-9-07 Jl(o-brc+ -4-C, scr r:,.~ FOSTER SHORT PLAT LUA06-038-SHPL Tiie review submittal on the .. bove-m.:ntion~<l short plai has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat drawings and three copies of any other related docmnents. SHORT PLAT REVIEW COMMENTS: (These items are required to be completed prior to recording of the short plat.) I. Contact Arneta Henninger, Plan Reviewer, at 425-430-7298, for requirements to be completed on the civil construction portion to your project. 2. Note the City of Renton land record number, LND~20-0462, on the drawing sheets in the spaces already provided (directly under the "LUA" nmnber). NOTE: The "LUA" nmnber should end with "-SHPL". Revise said nmnber accordingly. 3. Show two ties to the City of Renton Survey Control Network. The monmnents currently noted on the short plat drawing (Sheet 2 of 2) are not ties. The geometry will be checked by the city when the ties have been provided. 4. Note what was found at the existing monmnents (ties) to the City of Renton Survey Control Network. 5. The sewer charge referenced in Item No. 2 under the "RESTIUCTIONS" block (Sheet I of 2) will be paid by the applicant before the recording of this short plat. Therefore, said Item No. 2 can be removed from the short plat submittal. However, there is listed under the "EXCEPTIONS" block of the LandAmerica Commonwealth Subdivision Guarantee title report, Order No. 20214969, dated February 24, 2006, a reference to "RESERVATIONS OF ALL COAL AND MINERALS" as recorded under Rec. No. 384789. Said reservations reference and. recording number should be noted on the short plat drawing under the "RESTRICTIONS" block. 6. Note discrepancies between bearings and distances of record and those measured or calculated, if any. 7. The addresses for the proposed lots are as follows: Lot l is 1906 Talbot Road S., Lot 2 is 1910 Talbot Road S. and Lot 3 is 1916 Talbot Road S. "Note said addresses on the short plat submittal. __ '_'\P-lanR_•_vie_w_,c_o_I.S_o_:- 5 -:-:-~-:-~-:-:-:-:-·~-s-:-L--o-:-en-~:-"~-~-:-:-:~-·:-:-':-:-d-:_ 80 _ 5 _ 7 _______ ~ * This papercontarns 50% recycled material, 3()0;(, post consumer AHEAD OF THE CURVE Page2 June 28, 2007 8. Note the plat name and tract or lot numbers of the properties to the north, east and south of the short plat property. 9. Add "CITY OF RENTON'' to the approvals block for the city's Administrator of Planning/Building/Public Works (Sheet 1 of2). 10. If the subject property is now owned by someone other than Pat and Debra Anardi, (as indicated on Sheet I of 2) then a new Subdivision Guarantee title report is needed, noting the current vested owners. 11. The "DECLARATION OF SHORT SUBDIVISION" block is too brief, as presented. It is sng~sted that the language notd .:,:. the attachment be used. 12. The "AUDITOR'S CERTIFICATE" block refers to "SNOHOMISH COUNTY''. Said reference should be to KING COUNTY 13. Prefix the short plat lot numbers (I, 2 and 3) with "LOT" or "PARCEL" (Sheet 2 of 2). 14. Pursuant to the recently revised WAC 196-23-020, the surveyor's expiration date now needs to be applied manually. Any final document must contain the seal/stamp, handwritten license expiration date by the licensee [,] signature and date of signature of the licensee who prepared or directly supervised the work. For the purpose of this section "document" is defined as plans, specifications, plats, surveys [,] as-built documents prepared by the licensee l] and reports. Should you need to discuss any portion of this letter please contact me at (425) 430-7235. Sincerely, Carrie K. Olson Development Services, Plan Review FAXED TO: David Downing & Assoc, 306-658-9053 Cc: Yellow File DEDICATION KNOW All PEOPLE BY THESE PRESENT$ that we, the undersigned owners of the land herein described, do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and declare thla short plat to be the graphic representation of the same, and that said subdivision Is made with the free consent and in accordance with the desires of the owners. In witness whereof we have set our hands and seals. June 28, 2007 Mr. Pat Anardi P.O. Box 85233 Renton WA 98058 SUBJECT: Dear Mr. Anardi: CITY -. F RENTON Planning/Building/Public Works Department Gregg Zimmerma!l P,E., Administrator FOSTER SHORT PLAT LUA06.,038-SHPL The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these Comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat drawings and three copies of any other related documents. SHORT PLAT REVIEW COMMENTS: (These items are required to be completed prior to recording of the short plat.) 1. Contact Amela Henninger, Plan Reviewer, at 425-430-7298, for requirements to be compieted on. the civilconstruction portion to your project. 2. Note the City of Renton land record number, LNI>-20-0462, on the drawing sheets in the spaces already provided (directly under the "LUA" number). NOTE: The "LUA" number should eµd with "-SHPL". Revise said number accordingly. 3. Show two ties 'to the City of Renton Survey Control Network. The monuments currently noted on the short plat drawing (Sheet 2 of 2) are not ties. Th~ geometry will be checked by the city when the ties have been pr!Jvided . . 4. Note what was found at the existing monuments (ties) to the City of Renton Survey Control Network. · , , 5. The sewer charge referenced in Item No. 2 under the "RESTRICTIONS"block (Sheet! of2) will be paid by the applicant before the recording of this short plat. Therefore, said Item No. 2 can be removed from the short plat submittal. However, there is listed under the "EXCEPTIONS" block of the LandAmerica Commonwealth Subdivision Guarantee title report, Order No. 20214969, dated February 24, 2006, a reference to "RESERVATIONS OF ALL COAL AND MINERALS" as recorded under Rec. No. 384789. Said reservations reference· and recording number should be noted oh. the short plat drawing under the "RESTRICTIONS" block. · 6. Note discrepancies between bearings and distances of record and those measured· or calculated, if any. 7. The addresses for the proposed lots are as follows: Lot I is 1906 Talbot Road S., Lot 2 is 1910 Talbot Road S. and Lot 3 is 1916 Talbot Road S. Note said addresses. on the short plat submittal. I:\PlanReview\C01.SON\$hortplats 2007\Foster SHPL 02m Change RequestStoptdoc ~ · · -~---.,---10-55-.. -So_u_th_G_tad_y...;.W_a_y---R-en-to_n_, W-as-h-in_gto_n~9-80_5_7 ----..--,..-R E N T Q N' @ This p.:iper contains 50% recycled material, 30% post CQOSUITl8f AHEAD OF THE CURVE • Page2 June 28, 2007 8. Note the plat name and tract or lot numbers of the properties to the north, east arid south of the short plat property. 9. Add "CITY OF RENTON" to the approvals block for the city's Administrator of Planning/Building/Public Works (Sheet 1 of 2). 10. If the subject property is now owned by someone other than Pat and Debra Anardi, (as indicated on Sheet 1 of 2) then a new Subdivision Guarantee title report is needed, noting the . current vested owners. 11. The "DECLARATION .OF SHORT SUBDIVISION" block is too brief, as nresenteli, It js suggested that the language noted on the atta~t be used. ~ ~-fJ..4 }r;_lfivl. , 12. The "AUDITOR'S CERTIFICATE" block refers to "SNOHOMISH COUNTY". Said reference should be to KING COUNTY 13. Prefix the short plat lot numbers (l, 2 and 3) with "LOT~or "PARCEL" (Sheet 2 of 2) . .14. Pursuant to the recently revised WAC 196-2.3-020, the sµiveyc1fs expiration date now needs to be · applied Il1llilually. Any final document mus( contai() U1e sttaVstamp, hahdwritten license . expiration date by the licensee [,] signatqre and date of ~gnature of the licensee who prepared or directly supervised the woik: f=orJhe purpose. wfthis section "document" is defined as plans/specifications, plats, sutva~ I,J as-bµilt ifocun:!ents prepared by the licensee lJ and reports. · ·· · Should you need to discuss any portion of this letter please contact me at (425) 430-7235. Sincerely, ~fi.@a~r Carrie K. Olson · Development Services, Plan Review FAXED TO: David Downing & Assoc, 306-658-9053 Cc: Yellow File • DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June 26, 2007 Carrie Olson Sonja J. Fesserj>~ Foster Short Plat, LUA-06-038-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 record number, LND-20-0462, on the drawing sheets in the spaces already provided (directly under the "LUA" number). NOTE: The "LUA" number should end with "-SHPL". Revise said number accordingly. Show two ties to the City of Renton Survey Control Network. The monuments currently noted on the short plat drawing (Sheet 2 of 2) are not ties. The geometry will be checked by the city when the ties have been provided. Note what was found at the existing monuments (ties) to the City of Renton Survey Control Network. The sewer charge referenced in Item No. 2 under the "RESTRICTIONS" block (Sheet I of 2) will be paid by the applicant before the recording of this short plat. Therefore, said Item No. 2 can be removed from the short plat submittal. However, there is listed under the "EXCEPTIONS" block of the LandAmerica Commonwealth Subdivision Guarantee title report, Order No. 20214969, dated February 24, 2006, a reference to "RESERVATIONS OF ALL COAL AND MINERALS" as recorded under Rec. No. 384789. Said reservations reference and recording number should be noted on the short plat drawing under the "RESTRICTIONS" block. Note discrepancies between bearings and distances of record and those measured or calculated, if any. \H:\file Sys\LND -Land Subdivision & Surveying Rccords\LND-20 -Short Plnts\0462\RV070626.doc June 27, 2007 Page 2 The addresses for the proposed lots are as follows: Lot 1 is 1906 Talbot Road S., Lot 2 is 1910 Talbot Road S. and Lot 3 is 19.J{Talbot Road S. Note said addresses on the short plat submittal. / tf Note the plat name and tract or lot numbers of the properties to the north, east and south of the short plat property. Add "CITY OF RENTON" to the approvals block for the city's Administrator of Planning/Building/Public Works (Sheet I of 2). If the subject property is now owned by someone other than Pat and Debra Anardi, (as indicated on Sheet I of 2) then a new Subdivision Guarantee title report is needed, noting the current vested owners. The "DECLARATION OF SHORT SUBDIVISION" block is too brief, as presented. It is suggested that the language noted on the attachment be used. The "AUDITOR'S CERTIFICATE" block refers to "SNOHOMISH COUNTY". Said reference should be to KING COUNTY Prefix the short plat lot numbers (I, 2 and 3) with "LOT" or "PARCEL" (Sheet 2 of 2). Pursuant to the recently revised WAC 196-23-020, the surveyor's expiration date now needs to be applied manually. Any final document must contain the seal/stamp, handwritten license expiration date by the licensee[,] signature and date of signature of the licensee who prepared or directly supervised the work. For the purpose of this section "document" is defined as plans, specifications, plats, surveys[,] as-built documents prepared by the licensee[,] and reports. H:\File Sys\LND -Land Subdivision & Surveying Recunls\LND-20 -Short Pla.ts\0462\RV070626.doc\cor DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June 1, 2007 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 FOSTER SHORT PLAT LUA06-038-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Lot Closures • 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 F esser Cc: Yellow File !:\PlanReview\COISON\Shortplats 2007\Foster SHPL 01 m PR· TS ReviewStart.doc DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM June I, 2007 Arneta Henninger, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan ReviewQ_U FOSTER SHORT PLAT LUA06-038-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. SI!!!!• Of: Accented Bs!m!! NA Y. Proje<t #s Comments Y. 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: * {,{) . _(),~ O.i l c;, -d\,£,1 e,c:,_L,;.,__. ~Li,d:i-, -ir' .,. I ;· Approval:-------------·----------' Date:. ____ _ Kayren Kittrick Arneta Henninger Cc: Yellow File PATRICK HARRON & ASSOCIATES, LLC Planning & Engineering Seattle 14900 Interurban Ave. s. Suite Number 279 Seattle. WA 98168 T 206.674.4659 F 206.674.4660 Lacey 8270 28th Court NE Suite Number 201 Lacey, WA 98516 transmittal To: Carrie Olson From: Ken Olson Re: Foster Short Plat (Final) CC: Tracking #LUA06-038, SHPL-A, V-A 3-sets of Final Short Plat documents 3-set of Lot Cales Ken Olson Company: City of Renton Date: May 30, 2007 Pages: P:\2005105123 Foster SP\Text'Applications\trans forshort plat.doc Parcel name: 1 North: 4953.9548 Line course: s 88-00-34 E North: 4950.4932 Line course: s 02-03-26 w North: 4900.5254 Line course: N 88-00-27 w North: 4904.8263 Line course: N 27-43-29 E North: 4953.9545 05129.txt East : 4862.4235 Length: 99.66 East : 4962.0233 Length: 50.00 East : 4960.2285 Length: 123.70 East 4836.6032 Length: 55.50 East 4862.4232 Perimeter: 328.86 Area: 5,584 sq. ft. 0.13 acres Mapcheck closure -(uses listed Error closure: 0.0005 courses, radii, and deltas) course: S 40-21-30 w East : -0.00029 Error North: -0.00034 Precision 1: 657,720.00 Parcel name: 2 North: 4904.8263 Line course: s 88-00-27 E North: 4900.5254 Line course: s 02-03-26 w North: 4850.5576 Line course: N 88-00-22 w North: 4855.6979 Line course: N 27-43-29 E North: 4904.8262 East : Length: Length: Length: Length: 4836.6034 123.70 East : 4960.2286 50.00 East 4958.4337 147.74 East 4810.7832 55.50 East 4836.6031 Perimeter: 376.94 Area: 6,786 sq. ft. 0.16 acres Mapcheck Closure -(Uses listed Error closure: 0.0003 courses, radii, and deltas) course: s 63-00-11 w East : -0.00029 Error North: -0.00015 Precision 1: 1,256,466.67 --------------------------------------------------------------------------- Parcel name: 3 North: 4855.6981 East 4810.7835 Line course: s 88-00-22 E Length: 147.74 North: 4850.5578 East 4958.4341 Line course: s 02-03-26 w Length: 49.97 North: 4800.6200 East 4956.6403 Line course: N 88-00-07 w Length: 171. 76 North: 4806.6085 East 4784.9847 Line course: N 27-43-29 E Length: 55 .45 North: 4855.6924 East 4810.7814 Perimeter: 424.92 Area: 7,981 sq. ft. 0.18 acres Mapcheck closure -(Uses listed courses, radii, and deltas) Page 1 Error closure: 0.0060 Error North: -0.00563 Precision 1: 70,820.00 Parcel name: PLAT North: 4953.9548 Line course: s 88-00-34 North: 4950.4932 Line course: s 02-03-26 North: 4800.6198 Line Course: N 88-00-07 North: 4806.6084 Line course: N 27-43-29 North: 4953.9487 E w w E East : Length: Length: Length: Length: 05129.txt course: s 20-54-03 w East : -0. 00215 4862.4235 99.66 East : 4962 .0233 149.97 East : 4956.6398 171. 76 East 4784.9842 166.45 East 4862.4207 Perimeter: 587.84 Area: 20,351 sq. ft. 0.47 acres Mapcheck closure -(Uses Error Closure: 0.0067 Error North: -0.00612 Precision 1: 87,737.31 listed courses, radii, and deltas) Course: S 24-01-41 W East : -0.00273 Page 2 CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS MEMORANDUM Date: To: From: October 13, 2006 City Clerk's Office Stacy 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: Foster Short Plat LUA (file) Number: LUA-06-038, SHPL-A, V-A Cross-References: AKA's: Project Manager: . Jill Ding Acceptance Date: July 13, 2006 Applicant: Pat Anardi owner: Same Contact: Same PID Number: 7222000125 ERC Decision Date: ERC Appeal Date: Administrative Approval: August 10, 2006 Appeal Period Ends: August 24, 2006 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: The applicant is requesting Adminstratlve Short Pl1t approval and Variance approval for the subdivision of an existing 20,338 square foot lot In!» 3 lots for the furture construction of single family residences. An existing residence Is proposiled to be removed. The subject property is located within the Residential -8 dwelling uniti'. per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, f,,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width reaulred from 50 feet down to 49.99 feet for each lot. Location: 1916 Talbot Road S .• comments: • o~":Y ~~ ·~ + ~ -~ · Kathy Keolker, Mayor t3Nrr0 September 1, 2006 Pat Anardi PO Box 85233 Renton, WA 98058 SUBJECT: Foster Short Plat LUA06-038, SHPL-A, V-A Dear Mr. Anardi: CITY ~F RENTON Planning/Building/Public Works Department Gregg Zimmerman P .E., Administrator This letter is to inform you that the appeal period ended August 24, 2006 for the Administrative Short Plat and Variance approval. 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 Recording." provides detailed information for this process. The advisory notes and conditions listed in the City of Renton Report & Decision dated August 10, 2006 must be satisfied before the short plat can be recorded. If you have any questions regarding the report and decision issued for this short plat proposal, please call me at (425) 430-7219. For questions regarding the recording process for the short plat, as well as for submitting revised plans, you may contact Carrie Olson at (425) 430-7235. Sincerely, {Jjj 1{ ;J2_· t7'Ji11 K. Ding '-'11 Senior Planner V Enclosure _______ IO_S_S_S_ou_th_Grad __ y_W_a_y---R-en-to_n_, _W_as_h-ingt_o_n_9_80_5_5 ______ ~ @) This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE August30,2006 PatAnardi PO Box 58233 Renton, WA 98058 Subject: Foster Short Plat LUA06-038, SHPL-A, V-A Dear Mr. Anardi: CITY •F RENTON Planning/Building/Public Works Department Gregg Zimmerman P .E., Administrator Please find attached comments from the City's Property Services Section dated August 8, 2006. These comments will guide you in the preparation of the final short plat drawings. Please contact me at (425) 430-7219 if you have any questions. )SJ''1r:12 JHIK. [);ag 'U Senior Planner Enclosure -------10-S_S_S_ou_th_Gra_d_y_W_a_y_--R-en_t_on-, _W_as_h-in_gto_n_9-80-.5-5 ______ ~ ~ Thisoaoerconffiin!l 50% recvr.lf>d m3terial. 30"/n oostc:on.<iul'Tlftf" AHEAD OF THE CURVE City o .. _,,nton Department of Planning I Building I Pu-.... Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: D.ixt ';;,fi,7 APPLICATION NO: LUA06-038, SHPL-A, V-A APPLICANT: Pat Anardi PROJECT TITLE: Foster Short Plat SITE AREA: 20,338 souare feet LOCATION: 1916 Talbot Road S COMMENTS DUE: JULY 27, 2006 DATE CIRCULATED: J' .. _...-:-, PROJECT MANAGIZI( Jill Dina ' PLAN REVIEW: Amela Henninaer BUILDING AREA lnrossl: NIA I WORK ORDER NO: 77572 ,) \ lo: SUMMAR PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of ,song 2 , quare foot lot into 3 lots for the furture construction of single family residences. An existing residence is propos ved. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinn Air Aesthetics Water LinhVGfare Plants Recreation Land/Shoreline Use Utilities Animals Transl"ll'ln"ation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources PreseNation Airport Environment 10,000 Feet 14,000 Feet \1 \O'- B. POLICY-RELATED 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. C'Mb~ Signature of Director or Authorized ReP en Date nton Department of Planning I Building I Pt ·vorks City, ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: '1:::-'DN 5 p COMMENTS DUE: JULY 27. 2006 APPLICATION NO: LUA06-038, SHPL-A, V-A DATE CIRCULATED: JULY 13, 2006 APPLICANT: Pat Anardi PROJECT MANAGER: Jill Dino PROJECT TITLE: Foster Short Plat PLAN REVIEW: Amela Henninoer SITE AREA: 20,338 souare feet BUILDING AREA tnross\: N/A LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed, The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S, A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probabhl Probable More Element of the Probabhl Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use UtilIDes Animals Trans ation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet B. POL/CY-RELATED 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. ML Signature of Director or AuUiorized Representativ~ Date REPORT & DECISION A. REPORT DA TE: Project Name Applicant/Owner: File Number Project Description Project Location Project Location Map City of Renton Deparlment of Planning I Building I Public Works ADMINISTRATIVE SHORT PLAT REPORT & DECISION SUMMARY AND PURPOSE OF REQUEST: August10,2006 Foster Short Plat & Variance Pat & Debra Anardi PO Box 58233 Renton, WA 98058 LUA-06-038, SHPL-A, V-A Project Manager Jill K. Ding, Senior Planner The applicant is requesting Administrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the future construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. 1916 Talbot Road S LUA06-038shpf&varrpt.doc REPORT & DECISION A. REPORT DA TE: Project Name Applicant/Owner: File Number Project Description Project Location Project Location Map • City of Renton Department of Planning I Building I Public Works ADMINISTRATIVE SHORT PLAT REPORT & DECISION SUMMARY AND PURPOSE OF REQUEST: August10,2006 Foster Short Plat & Variance Pat & Debra Anardi PO Box 58233 Renton, WA 98058 LUA-06-038, SHPL-A, V-A Project Manager Jill K. Ding, Senior Planner The applicant is requesting Administrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the future construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. 1916 Talbot Road S LUA06-038shpl&varrpt.doc City of Renton P/8/PW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL•A, V-A B. GENERAL INFORMATION: 1. Owners of Record: Pat & Debra Anardi PO Box 58233 Renton, WA 98058 2.Zoning Designation: Residential -8 du/ac (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) 4. Existing Site Use: An existing single family residence is proposed to be removed. 5. Neighborhood Characteristics: North: Single Family Residential (R-8 zone) East: Single Family Residential (R-8 zone) South: Single Family Residential (R-8 zone) West: Single Family Residential (R-8 zone) Page 2 6.Access: Access to the proposed lots would be provided via single family residential driveways onto Talbot Road S. 7.Site Area: 20,338 square feet/ 0.47 acre C. HISTORICAUBACKGROUND: Action Comprehensive Plan Zoning Annexation D. PUBLIC SERVICES: 1. Utilities Land Use File No. N/A N/A N/A Ordinance No. 5099 5100 1547 Date 11/01/2004 11/01/2004 6/5/1956 Water: The proposed short plat is located in the City of Renton Water Service Area and is located in the 350 Water Pressure Zone. There is an existing 12" watermain located in Talbot Rd S. See City of Renton water drawing W1997 for detailed engineering plans. The static pressure at the street is approximately 66 psi. Pressure reducing valves are required to oe installed on domestic water meters exceeding 75 psi. There is an existing watermain easement along the south property line of the proposed lot 3 of the short plat. Sewer: There is an existing 8" sanitary sewer main located in Talbot Rd S. Surface: There are storm facilities to the north in Talbot Rd S. 2. Streets: There is no sidewalk, curb, and gutter fronting the site in Talbot Road S. 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 4-2-11 O: 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 shpltrpt.doc City of Renton PIBIPW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL·A, V-A Page 3 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 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 G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant, Pat Anardi, has proposed to subdivide a 0.47-acre parcel into three lots. An existing residence is proposed to be removed. The proposed lots are intended for the future development of single family residences. The lots are proposed at the following sizes: 5,578 square feet (Lot 1), 6,779 square feet (Lot 2), and 7,981 square feet (Lot 3). The applicant is proposing to access the lots directly off of Talbot Road S. The net site area is 20,388 square feet or 0.47 acres. This in turn, equates to a net density of 6.4 dwelling units per acre (3 I 0.47 = 6.4 du/ac), which is below the maximum (8.0 du/ac) allowed within the R-8 zone. The topography of the subject site is flat with an approximate slope of 2 percent from east to west. The subject site is predominately vegetated with blackberry bushes and 8 trees (5 hemlock, 1 cedar, and 3 deciduous). The 5 Hemlock trees, Cedar tree, and one of the deciduous trees are proposed to be removed as a result of the development of the short plat. No critical areas were found at the subject site during the review of this application. The applicant has also requested an administrative variance from the minimum lot width standards for all 3 of the lots. The proposed minimum lot width for all 3 lots is 49.99 feet, which is 0.01 feet below the minimum lot width required. Approval of an Administrative Setback Variance to permit the reduced minimum lot width is required in order to approve the proposed three-lot short plat. 2. Environmental Review Except when located on lands covered by water or critical areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(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 shpltrpt. doc The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. Lands in the RSF designation are intended to be used for quality residential detached development organized into neighborhoods at urban densities. It is intended that larger subdivision, infill development, and rehabilitation of existing housing be carefully designed to City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL-A, V-A Page 4 enhance and improve the quality of single-family living environments. The proposal is consistent with the following Comprehensive Plan Land Use and Community Design Element policies: Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family neighborhoods. The proposed project for three lots would arrive at a net density of 6.4 dwelling units per net acre, which is within the density range required. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre lo create an incentive for aggregation of land. The minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. All of the proposed lots equal or exceed the minimum lot size of 5,000 square feet. Policy LU-152. Single-family lot size, lot width, setbacks, and impervious surface should be sufficient to allow private open space, landscaping to provide buffers/privacy without extensive fencing, and sufficient area for maintenance activities. The proposed new lot would meet the required lot size, and setbacks to create sufficient front, rear, and side yard areas. The applicant has requested a variance to create lots that would have lot widths below the minimum lot width required. Policy LU-154. Interpret development standards to support new plats and infill project designs incorporating street locations, lot configurations, and building envelopes that address privacy and quality of life for existing residents. The proposed lots are rectangular in shape and oriented such that all of the lots would have access to a public right-of-way. Approval of this application would not decrease the quality of life for residents in the immediate vicinity. 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 proposed short plat would subdivide one existing parcel into three lots. Three new residences would be constructed on the new lots, updating the housing stock in the existing neighborhood. b} Compliance with the Underlying Zoning Designation shpffrpt. doc 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 three 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 access easements. There are no areas to be subtracted from the gross site area for the purpose of calculating net density. The project would arrive at a net density of 6.4 dwelling units per acre (3 lots/ 0.47 acres= 6.4 du/ac), which is within the density range permitted for the R-8 zone. The allowed building lot coverage in the R-8 zone is 35 percent or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size and lots 5,000 square feet or less are allowed a maximum of 50 percent lot coverage. The lot coverage requirements for the proposed lots would be verified at the time of building permit review. The required setbacks in the R-8 zone are as follows: front yard is 15 feet for the primary structure and 20 feet for an attached garage, side yard is 5 feet, side yard along a street is 15 feet for the primary structure and 20 feet for an attached garage and the rear yard is 20 feet. Based on the proposed subdivision, the proposed lots would have their front yards facing west towards Talbot Road S. The setbacks for the proposed residences would be verified at the time of building permit review. The parking regulations required that detached or semi-attached dwellings provide a minimum of 2 off-street parking spaces. As proposed, each lot would have adequate area to provide two off- street parking spaces. In addition, the parking regulations require that driveways be located a City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL-A, V-A Page 5 minimum of 5 feet from the adjoining property line. Compliance with the parking requirements will be verified at the time of building permit review. The R-8 zone permits accessory structures only when associated with a primary structure located on the same parcel. An existing single-family residence is proposed to be removed for the development of the short plat. Staff recommends as a condition of approval that the applicant obtain a demolition permit and complete all inspections and approvals for the demolition of the single family residence prior to the recording of the final short plat. c) Community Assets The site is vegetated primarily with blackberry bushes and a total of 9 trees (5 Hemlock, 1 Cedar, and 3 deciduous). The 5 Hemlock trees, Cedar tree and one of the deciduous trees are proposed to be removed for the development of the short plat. RMC 4-4-070 indicates that existing trees and other vegetation shall be used to augment new plantings for landscaping where practical, and RMC 4-7-130 requires that a reasonable effort should be made to preserve existing trees. A Determination was made by the Director of Development Services that the retention or replacement of 25% of the existing trees would achieve these requirements. The proposed short plat would be required to retain 2 of the 9 existing trees to achieve the required 25 percent retention requirement. The applicant has proposed to retain 2 trees on the subject property, which is in compliance with the minimum number of trees required to be retained. The City's landscaping regulations require the installation of landscaping within the public right-of- way. The minimum amount of landscaping required for sites abutting a non-arterial public street (Talbot Road S) is 5 feet provided that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be landscaped. A determination has been made that if no additional area is available within the public right-of-way due to required improvements, the 5-foot landscaped strip may be localed within private property abutting the public right-of-way. The landscaping proposed shall either consist of drought resistant vegetation or shall be irrigated appropriately. In addition, the applicant will be required to plant two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 -8 feet in height (conifer), within the 15-foot front yard setback area for the proposed lots. A conceptual landscape plan was submitted with the application. The landscape plan proposes to plant an eco turf mixture, which is drought resistant from the property line to the edge of the pavement within Talbot Road S. Two trees (Kwanzan Cherry, Steller Pink Dogwood Cross, or Cascade Snow Cherry) are proposed within the front yard areas of each of the proposed lots. The submitted conceptual landscape plan complies with the City's landscaping requirements. A detailed landscape plan is required to be submitted with the building permit applications for the individual residences. d) Compliance with Subdivision Regulations shpltrpt. doc Streets: No new public streets would be created as part of the proposed short plat. Talbot Road S is classified as a Residential Access Street on the City's Arterial Street Map. There are no curbs, gutters or sidewalks along the frontage of Talbot Road S. The City's adopted street standards require the installation of street improvements, including curb, gutter, and sidewalk, along the frontage of the short plat. 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. Two new lots (credit given for the existing residence) are expected to generate approximately 19.14 new average weekday trips. The fee for the proposed short plat is estimated at $1,435.50 ($75.00 x 9.57 trips x 2 lots = $1,435.50) 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 size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the development standards of the R-8 zone. Each lot is rectangular in shape. The front yard areas of the proposed lots are oriented to the west City of Renton P/BJPW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL-A, V-A Page 6 towards Talbot Road S. Each of the proposed lots provides direct access to a public street (Talbot Road S). The minimum lot size in the R-8 zone is 5,000 square feet for parcels that total less than 1 acre in area. The proposed lot sizes are 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 2, which meet the minimum lot size requirements. The minimum lot width in the R-8 zone is 60 feet for corner lots and 50 feet for interior lots. All of the proposed lots would be interior lots and would have a minimum lot width requirement of 50 feet. Each of the lots is proposed to have lot widths of 49.99 feet, which is below the minimum lot width required. The applicant has requested and Administrative Variance to have 3 lots with lot widths less than the minimum lot width required. To reduce the number of lots requiring a variance, staff recommends as a condition of approval that a revised short plat map be submitted prior to final plat approval showing two of the lots with a lot width of 50 feet and the third lot with a lot width of 49.97 feet. The revised short plat map shall be submitted to the Development Services Division project manager for review and approval. The minimum lot depth in the R-8 zone is 65 feet. Proposed Lot 1 would have a lot depth of 11 O feet, Lot 2 would have a lot depth of 135 feet, and Lot 3 would have a lot depth of 160 feet. The dimensions of the proposed lots meet the minimum depth requirements and are compatible with other existing lots in this area under the same R-8 zoning classification. In addition, the lots appear to contain adequate building areas for the construction of a suitable single-family residence when taking setbacks and lot coverage requirements into consideration. These requirements will be reviewed at the time of building permit application. eJ Reasonableness of Proposed Boundaries Access: Each lot would have direct access to a public right-of-way (Talbot Road S) via single- family residential driveways. Topography: The topography of the site gently slopes to the west, at an average slope of approximately 2%. The property is vegetated with blackberry bushes and a total of 9 trees (5 Hemlock, 1 Cedar, and 3 deciduous). The 5 hemlock trees, Cedar tree, and 1 deciduous tree are proposed to be removed for the development of the short plat. Due to the potential for erosion that could occur during construction activities, staff recommends as a condition of approval that erosion control be required to comply with the 2001 Department of Ecology Stormwater Management Manual requirements for erosion and sedimentation control. Relationship to Existing Uses: The properties surrounding the subject site are single-family residences and are designated Residential -8 Dwelling Units Per Acre (R-8) on the City's zoning map. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code, which encourage residential infill development. f) Availability and Impact on Public Services (Timeliness) shpltrpt.doc Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements, and mitigation fees. These fees paid would help offset any additional impacts to emergency services generated from this development. A Fire Mitigation Fee, based on $488.00 per new single family lot with credit given for the existing single family residence, are recommended in order to mitigate the proposal's potential impacts to City emergency services. The fee is estimated at $976.00 ($488 x 2 = $976.00) 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. Therefore, it is anticipated that the proposed short plat would result in 1 (0.44 X 2 = 0.88) new children to the local schools. The Renton School District has indicated they can accommodate the additional students generated by this proposal. Storm Water'. There are storm drainage facilities to the north in Talbot Road S. A Technical lnfonmation Report prepared by Patrick Harron & Assoc., LLC dated Mach, 2006 was submitted with the application. The existing runoff sheet flows from the east to west into the Talbot Road S right-of-way. The report indicates that the proposed short plat would be exempt from detention City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL-A, V-A Page 7 and water quality requirements per the 1990 King County Surface Water Design Manual and the proposed method of drainage control is to construct a roadside ditch that would serve as a temporary conveyance system until full frontage improvements are constructed. On-site drainage from the roof drains are proposed to be routed to the roadside ditch through the construction of on- site drainage swales. The swales would have energy diffusers at the downspout ends to help prevent erosion during major storm events. The submitted report has been reviewed by the City of Renton's Plan Review Section. Additional review of the drainage improvements will be required prior to the issuance of a Utility Construction Permit. The Surface Water System Development Charges are based on a rate of $759.00 per new single-family lot. Payment of this fee will be required prior to issuance of utility construction permit. Water and Sanitary Sewer Utilities: The proposed short plat is located in the City of Renton Water Service Area and is located in the 350 Water Pressure Zone. There is an existing 12" watermain located in Talbot Rd S. The static pressure at the street is approximately 66 psi. Pressure reducing valves are required to be installed on domestic water meters exceeding 75 psi. There is an existing watermain easement along the south property line of the proposed lot 3 of the short plat. The fire flow requirement for single-family residences is 1,000 gpm. A hydrant is required within 300 feet of the furthest structure. If residences exceed 3,600 square feet (including garage area), fire flow increases to 1,500 gpm and an additional hydrant will be required. This project will be required to install an additional fire hydrant off the existing 12" watermain located in Talbot Rd S. to serve the new short plat. A 5-inch quick-disconnect fitting will be required to be installed on all new hydrants. Any existing hydrant counted as fire protection will require installation of a "storz" quick disconnect fitting if not already in place. All short plats shall provide a separate water service stub to each building lot prior to recording of the plat. Separate permits for water meters will be required. Water System Development Charges are based on a rate of $1,956 per new single-family lot. Payment of fee is required prior to issuance of utility construction permit. There is an existing 8-inch sewer main in Talbot Road S. Minimum slope for side sewers shall be 2%. Dual side sewers are not allowed. Separate sewer stubs are required to be provided to each new lot prior to recording of the short plat. Sanitary Sewer System Development Charges are based on a rate of $1,017.00 per new single-family lot. Payment of this fee will be required prior to issuance of utility construction permit. g) Consistency With Variance Criteria shpftrpt.doc The Administrator shall have authority to grant an administrative variance upon making a determination, in writing, that the conditions specified below have been found to exist. Section 4-9- 2506.5.a. lists 4 criteria that the Administrator is asked to consider, along with all other relevant information, in making a decision on an Administrative Variance application. These include the following: 1. That the applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification: The applicant contends that special circumstances do exist as the width of the subject property as a whole is just shy of the 150 feet that would be required to subdivide the property into 3 50-foot wide lots. The strict application of the zoning code would result in an alternate, less desirable lot configuration than is achieved through the approval of the proposed configuration. Therefore, staff does recognize that special circumstances do exist with respect to this variance application and denying the variance would not prohibit the short platting of the property, but would create a configuration that is less desirable to the City of Renton. City of Renton PIBIPW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL-A, V-A Page 8 2. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated: The granting of the variance would not be materially detrimental to the public welfare. Instead, the granting of the variance would allow for a three-lot short plat, which would create lots that are compatible with other lots in the surrounding neighborhood. If the variance were denied, the proposed short plat would be revised to create lots that would be less compatible with the surrounding development; therefore it appears that the granting of the variance would be less injurious to the surrounding properties than if the variance were denied. 3. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated: Approval of the variance would not be considered a grant of special privilege because, the same variance would be supported under identical circumstances where a property would be short platted to obtain maximum density and the width of the parent parcel is not wide enough to subdivide the parcel into 3 lots that would each comply with the minimum lot width required. To reduce the number of non-conforming lots that the proposed short plat would create, the short plat will be required to be revised to increase the lot widths for 2 of the lots to the minimum lot width of 50 feet required and have one of the lots with a reduced lot width of 49.97 feet. This was made a condition of short plat approval. 4. That the approval as determined by the Zoning Administrator is a minimum variance that will accomplish the desired purpose: The requested variance is the minimum necessary to subdivide the parcel into 3 lots in the desired lot configuration. Two of the proposed lots will be required to be revised to comply with the SO-foot minimum lot width and the third lot would have a lot width of 49.97 feet, which is the maximum lot width that could be achieved. H. Findings: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested a three-lot Administrative Short Plat and Administrative lot width Variance approval for the Foster Short Plat & Variance, File No. LUA-06-038, SHPL-A, V-A. 2. Application: The applicant's short plat and variance application complies with the requirements for information for short plat and variance review. The applicant's short plat and variance plans and other project drawings are contained within the official land use file. 3. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designations of the Single Family Residential (SFR) land use designation. 4. Zoning: The proposal as presented, complies with the zoning requirements and development standards (contingent upon approval of the variance) 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 for the short platting of 3 lots provided all advisory notes and conditions of approval 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. Setbacks: The setbacks for future development on the proposed lot would be evaluated based on the standards applicable to lots along streets existing as of March 1, 1995. The setbacks for the proposed new residences would be verified at the time of building permit review. shpltrpt.doc City of Renton P/BIPW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL·A, V-A Page 9 8. 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. 9. Public Utilities: The applicant will be required to install individual sewer and water stubs to serve the new lots. In addition, any existing and new fire hydrants must be fitted with 5" quick disconnect Storz fittings. 10. Consistency With Variance Criteria: The proposal meets the criteria established by City code per Staff analysis as noted in the body of the staff report. I. Conclusion: 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 (provided the variance is approved) established with this designation (provided all advisory notes and conditions of approval are met). 3. The proposed three lot short plat complies with the subdivision regulations as established by city code and state law. 4. The proposed three lot short plat complies with the street standards as established by city code. 5. The proposal is consistent with the established variance criteria as discussed in the body of the Staff Report. J. DECISION: The Foster Short Plat and Administrative Variance, File No. LUA-06-038, SHPL-A, V-A is approved subject to the following conditions: 1. A demolition permit shall be obtained and all inspections and approvals completed for the demolition of the existing single family residence prior to the recording of the final short plat. 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 (estimated at $1,435.50). The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 3. A revised short plat map shall be submitted prior to final plat approval showing two of the lots with a lot width of 50 feet and the third lot with a lot width of 49.97 feet. The revised short plat map shall be submitted to the Development Services Division project manager for review and approval. 4. Erosion control shall be required to comply with the 2001 Department of Ecology Stormwater Management Manual requirements for erosion and sedimentation control. 5. The applicant shall pay the required Fire Mitigation Fee equal to $488.00 per new single family lot estimated at $976.00. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. DATE OF DECISION ON LAND USE ACTION: SIGNATURES: TRANSMITTED this 1d" day of August 2006 to the Owner/Applicant/Contact: Pat & Debra Anardi PO Box 58233 Renton, WA 98058 TRANSMITTED this 1d" day of August 2006 to the Parties of Record: No Parties of Record shplt,pt. doc Cb J 1tJJ06 decision dl,te City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL-A, V-A TRANSMITTED this 1d" day of August 2006 to the following: Larry Meckling, Building Official Stan Engler, Fire Marshal Neil Watts, Development Services Director Jennifer Henning Jan Conklin Canie Olson South County Journal Land Use Action Appeals & Requests for Reconsideration 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). Page 10 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 August 24, 2006. 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. 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. The minimum amount of landscaping required for sites abutting a non-arterial public street is 5 feet provided that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be landscaped. A determination has been made that if no additional area is available within the public right-of-way due to required improvements, the 5- foot landscaped strip may be located within private property abutting the public right-of-way. The landscaping proposed shall either consist of drought resistant vegetation or shall be irrigated appropriately. 4. Two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 -8 feet in height (conifer), shall be planted or retained within the 15-foot front yard setback area for the proposed lots. Property Services 1. Comments to be sent under separate cover. 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 (including garage), the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Street addresses shall be visible from a public street. 3. Fire department access roads are required to be paved, 20 feet wide. Plan Review -Storm/Surface Water 1. The Surface Water System Development Charges are based on a rate of $759.00 per new single-family lot. Payment of this fee will be required prior to issuance of utility construction permit. Plan Review -Sewer 1. A sanitary sewer main extension is not required for this project. shpltrpt doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED August 10, 2006; PROJECT LUA-06-038, SHPL-A, V-A Page 11 2. The applicant needs to show how the new lots will be served with sanitary sewer. 3. Dual side sewers will not be allowed. The new lots must be served with an individual side sewer. 4. The applicant is responsible for securing the necessary easements to serve this short plat with sanitary sewer. 5. Sanitary Sewer System Development Charges are based on a rate of $1,017.00 per new single-family lot. Payment of this fee will be required prior to issuance of utility construction permit. Plan Review -Water 1. This project will be required to install an additional fire hydrant off the existing 12 inch watermain located in Talbot Road s to serve the new short plat. 2. All fire hydrants must be capable of delivering a minimum of 1,000 GPM and be per City of Renton code including stortz fittings. 3. Per Renton fire code, any new single family dwelling construction (not exceeding 3,600 square feet of gross building area, including garage) must have a fire hydrant capable of delivering a minimum of 1,000 gpm fire within 300 feet of the structure. If the proposed singe family dwelling exceeds 3,600 square feet, the minimum fire flow increases to 1,500 gpm of higher and will require two hydrants within 300 feet of the structure, and each hydrant must be able to deliver 1,000 gpm. This distance is measured along the traveled roadway, access road, and driveway from the hydrant(s) to the building. 4. Water System Development Charges are based on a rate of $1,956 per new single-family lot. Fee based on the entire site plan is $1,956.00. Payment of fee is required prior to issuance of utility construction permit. 5. Note that no permanent structures are allowed in the existing watermain easement which is along the south property line of this parcel. The new lots may only install gravel or grass in the easement area, no landscaping. Plan Review -General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. 2. The construction permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. 3. 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I u, 1 1 I '! • I -i ~ I I 1,1 ~ II di 11 l!I~:. i~; i" i ~ ~ h ~t ~ " il! i ~ ! l ~ ..,...._,,OU)N>!S'f'M .'<O.IN .. HJJ>OS ~ LO!!"l'O'l il8' -~ .L \fld .L!JOHS ~3.LSO; CA CA ca_ .., ... - 0 ca 1L CA .... -··---··· ... R-1 ZONING P/8/PW 'l'ECIINlCAL SIR.VICII W28/ll4 F3 · 18 T23N RSE E 1/2 CA[, CD ... Village Pl. R-8 H3 • 30 T23N RSE E 1/2 ----Reatoa Clt;,, l.bDtt,I o aoo +oo ...... G3 19 T23N R5E E 1/2 SJ19 DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM August 8, 2006 Jill Ding Sonja J. Fesser '* Foster Short Plat, LUA-06-038-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: ...we-. IHE THP!E'E"'. 1-q"E:.> f...l LOf $ I , e A.1-.n::;, 8 1 op, J . c:lE I i..lD IVittJA./...L.Y I O::W IT1.ED /,. ; 19 i C ; .Ej?:::" · Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record umber, LUA-06-038-SHPL and LND-20-0462, respectively, on the drawing, preferably in the upper right-hand comer. The type size used for the land record number should be smaller than that used for the land use action number. A licensed surveyor will need to prepare and stamp, sign and date the final short plat submittal. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Note what was found when visiting the existing monuments. Provide short plat and lot closure calculations. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. \H:\File Sys\LND -L.nnd Subdivision & Surveying Rccords.\LND-20 -Short Plats\0462\RV060808.doc • August 21, 2006 Page2 Note all easements, covenants and agreements of record on the drawing. Note the plat name and tract numbers of the properties to the north, east and south of the subject parcel. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the short plat drawing. On the final short plat submittal, remove all references to pavement, trees, utility facilities, proposed building footprints, driveways and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. The City of Renton Administrator of Planning/Building/Public Works is the only city official who signs this short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The short plat will be recorded first (by King County). The recording number(s) for the associated document(s) are to be referenced on the short plat drawing. Provide spaces for the recording numbers thereof. Fee Review Comments: The Fee Review Sheet for this review of the preliminary short plat is provided for your use and information. Comments for the Project Manager: This first review may not be as complete as we would wish, because the drawings submitted for review, the "SITE PLAN"(used for this review) and the "UTILITY PLAN", do not contain needed information. For instance, the "SITE PLAN" does not note the property legal description. This may be added to the applicant's comments, if you think it needed. H:\File Sys\LND -Land Subdivision & Surveying Rccords\LN0-20 -Short Plats\0462\RV060808.doc\cor PROPERTYS 1CES FEE REVIEW FOR SUBDMSIO 1/o. 2006 -___q..f-3,,_ __ • RECEIVED FROM------ (date) JOB ADDRESS: Jg l(:o TAI :ea: 'f'. 1'n4t> 5 .. . WO#· __ 'JL7.1..5""'-7.L.6.Z--~---- NATURE OF WORK: ,3-LCX e,H-Al-:pt ,!ttf roe\.*' H ,91,lc"'"" "'f21 q:1 LND # 20 -04Ge, ><-PRELIMINARY REVIEWdF SUBDMSION BYlONG PLAT, NEEDMORE INFORMATION: " LEGAL DESCRIPI'ION SHORT PLAT, BINDING SITE PLAN, ETC. " PID #'s " VICINITY MAP .. FINAL REVIEW OF SUBDMSION, TillS REVIEW REPLACES SQUARE FOOTAGE " OTIIER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT PID# 72'??00-0(2 5 )<. 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. AU quoted fees are potential charges thac 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 Pennit application. The existing house on SP Lot # , addressed as has not previously paid ----SDC fees, due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. t t d NOT ' I fi ·ct / The 01lowm2: auoted ees 0 me ude insoecuon ees, s1 e sewer nemuts, r w ru>.mut fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL MEfflODOF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer A=ement lnvtl WATER -o- Latecomer "'=eement lnvt) WASTEWATER • ::>o<> --~•-.A-Allt. 11.1 f u ,,__ 1--.. _ ei .. -~ ,., Latecomer A,rreement ruvt) OTIIER -t-~,' --... ---,---·-·-.. --o- ' / Special Assessment District/WATER /-o-, Soecial Assessment District/WASTEWATER /-o- Joint Use A<>reemeot rMETROl - Local Improvement District • - Traffic Benefit Zones $75.00 PER TRIP. CALCULATED BY TRANSPORTATION - FUTURE OBLIGATIONS I - SYSTEM DEVELOPMENT CHARGE -WATER ·· Estimated #OF UNITS/ SDCFEE .. Pd Prev. .. Partiallv Pd (Ltd Exemotionl .. Never Pd sn. FTG. Sin2le familv residential $1,956/unit x .,. 6 ... ,..,_ -- Mobile home dwellin2 unit $1,956/unit in nark Apartment, Condo $1,174/unit not in CD or COR zones x Commercial/Industrial, $0.273/sq. ft. of orooertv (not less than $1,956.00) x Boeing, by Special Agreement/Footprint of Bldg plus 15 ft perimeter (2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER .. Estimated .. Pd Prev. " Partiallv Pd (Ltd Exemotion) .. Never Pd Sin2le familv residential $1,017/unit x .,. . .......... -1- Mobile home dwelline: unit $1.017/unit x Apartment. Condo $610/wdt not in CD or COR zones x Commercial/Industrial $0.142/sq. ft. of oronortv x(not less than $1,017.00) SYSTEM DEVELOPMENT CHARGE -SURFACEWATER " Estimated " Pd Prev. .. Partiallv Pd (Ltd Exemotionl .. Never Pd Sin2le familv residential and mobile home dwellin2 unit $759/unit x "' ~, ""'1-......... All other properties $0.265/sq ft of new impervious area of property x ·,. (not less than $759.00) IPRELIMINARYTOTAL $ IG.2.11,21 ._\Di~ 2 ...Q... G-,eciot"-J '7JiMca. ~ ..., • 0 .. 0 0\ " Signa~Revie€Jlg Authority ~IfAIB "'If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/rm-paid status. Square footage figures are taken from the King County Assessor's map and are subject to change. • < •· • • Current City SDC fee charges apply to--------------------0 0 EFFECTIVE January 8, 2006 . City ,nton Department of Planning I Building IP, Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JULY 27, 2006 DATE CIRCULATED: JULY 13, 2006 APPLICANT: Pat Anardi PROJECT MANAGER: Jill Din PROJECT TITLE: Foster Short Plat PLAN REVIEW: Amela Hennin SITE AREA: 20,338 s uare feet BUILDING AREA ross : NIA LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable Mo,e Element of the Probable Probable Mon, Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Hous/nn Air Aesthetics Water UnhVGlare Plants Recreation Land/Shoreline Use Utilities Animals Trans hon Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airporl Environment 10,000Feet 14,000Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have ldentifted areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM July 20, 2006 Jill Ding Amela Henninger X7298 FOSTER SHORT PLAT LUA 06-038 1916 TALBOT RDS I have reviewed the application submittal for this 3 lot short plat located in Section 19, Twp. 23N Rng. 5E, and have the following comments. Existing Conditions: Water --The proposed short plat is located in the City of Renton Water Service Area and is located in the 350 Water Pressure Zone. There is an existing 12" watermain located in Talbot Rd S. See City of Renton water drawing WI 997 for detailed engineering plans. The static pressure at the street is approximately 66 psi. Pressure reducing valves are required to be installed on domestic water meters exceeding 75 psi. There is an existing watermain easement along the south property line of the proposed lot 3 of the short plat. Sewer --There is an existing 8" sanitary sewer main located in Talbot Rd S. Storm --There are storm facilities to the north in Talbot Rd S. This site is not located in the Aquifer Protection Zone. CODE REQUIREMENTS Water • This project will be required to install an additional fire hydrant off the existing 12" watermain located in Talbot Rd S. to serve the new short plat. • All fire hydrants must be capable of delivering a minimum of 1,000 GPM and be per City of Renton code including stortz fittings. • Per Renton fire code, any new single family-dwelling construction (not exceeding 3,600 square- feet of gross building area, including garage) must have a fire hydrant capable of delivering a minimum of 1,000 gpm fire within 300 feet of the structure. If the proposed single-family dwelling exceeds 3,600 square feet, the minimum fire flow increases to 1,500 GPM or higher and will require two hydrants within 300 feet of the structure, and each hydrant must be able to Foster Short Plat Application Page 2 deliver 1,000 gpm. This distance is measured along a traveled roadway, access road and driveway from the hydrant(s) to the building. • The City of Renton Water System Development Charges of$1,956 per new single-family parcel will be required for this short plat. This fee must be paid prior to issuance of the construction permit for the short plat. • Note that no permanent structures are allowed in the existing watermain easement which is along the south property line of this parcel. The new lot may only install gravel or grass in the easement area; no landscaping. Sanitary Sewer • A sanitary sewer main extension is not required for this project. • The applicant needs to show how the new lots will be served with sanitary sewer. • Dual sidesewers will not be allowed. The new lots must be served with an individual sidesewer. • The applicant is responsible for securing the necessary easements to serve this short plat with sanitary sewer. • System Development Charges of $10 I 7 per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Storm Drainage • A storm drainage report and conceptual drainage plan was submitted with the formal application. • Surface Water System Development Charges of $759 per new single family parcel will be required for this short plat. This fee must be paid prior to issuance of the construction permit for the short plat. Erosion Control Measures • Erosion control measures shall be per DOE standards. Street hnprovements • The project needs to install street improvements including curb, gutter and sidewalk all to City of Renton standards across the full frontage of the parcel being developed. • All new electrical, phone and cable services to the plat must be undergrounded. Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. • Traffic mitigation fees of $1435.50 will be required as a condition of the short plat prior to recording of the short plat. Fire mitigation and Parks mitigation fees must also be paid prior to recording of the short plat. Foster Short Plat Application Page3 General • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a registered Civil Engineer. • The construction permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,00 but less than $200,000, and 3% of anything over $200,000. Half of this fee must be paid upon application for construction permits (preliminary plat improvements), and the remainder when the construction permit is issued. There may be additional fees for water service related expenses. • All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Network. cc: Kayren K. City o, ___ ,ton Department of Planning I Building I Pub orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JULY 27, 2006 APPLICATION NO: LUA06-038, SHPL-A, V-A DATE CIRCULATED: JULY 13, 20 APPLICANT: Pat Anardi PROJECT MANAGER: Jill Din PROJECT TITLE: Foster Short Plat PLAN REVIEW: Amela Hennin SITE AREA: 20,338 s uare feet BUILDING AREA ross : NIA LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable A!ore Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necenary Earlh Housinn Au Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Tra al/on Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet B. POL/CY-RELATED COMMENTS C. CODE-REL.A TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identifted areas of probable impact or areas where additio information is needed t properly assess this proposal. / v Signature of Dire City of _____ ton Department of Planning I Building I Publl .-ks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET ~~~~~~~~~~~~~m~ili~~~C~O~M~M~E~NT~S~D~U~E~: ~J~U!!L~Y~27!.J,~2~0~0~6b:;-,iu'1~:fsir:RVIC' APPLICATION NO: LUA06-038, SHPL-A, V-A DATE CIRCULATED: JULY 13, 20oeDEVELU!-',1.:..N 1 S • ES APPLICANT: Pat Anardi PROJECT MANAGER: Jill Din PROJECT TITLE: Foster Short Plat J ,_ SITE AREA: 20,338 s uare feet LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earlh Housino Au Aestheties Water Lfrml/Glare Plants Recreation Land/Shoreline Use Utilities Animals Trans ffon Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet B. POLICY-RELATED 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 in ation is needed proper/ ssess this proposal. / Signature of Director or Authori ed Representative ( ·705 S# ___ -=----- Project Name: Project Address: Contact Person: Permit Number: ProjectDescription: ':)-Lo-r S((L '.':>1-\oyz.If<-At' w/oufi G'f-t'.>DtJb 1-\o :; Land Use Type: d Residential D Retail D Non-retail Method of Calculation: J:d· ITE Trip Generation Manual, 7th Edition D Traffic Study D Other (z..,~~1"i,s7/u,u,r . 3· .. · . \ .>-:.s . -·--.... . . -~ . . , ... .;): -;. ct:··s·7 -\CJ.,~ l\b, S 1$:~---~ ~ _ \;L\ 3S. so -- ...... . . .... ; Transportation : .Mitigation _fee: . . . Calculated by: ~-· .. ,.... . ... ~· . ··.i•:-• .., . . ~' Date: _7.:..-p./J,~l-+/-"41"'"'fille"-'_ ..._._:_. __ I r .. Da_te of. i>a.1111e11t. -----·--::;::_-_-_------------- . -.4 City o ,ton Depattment of Planning I Building I Pub arks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT~ COMMENTS DUE: JULY 27, 2006 PROJECT TITLE: Foster Short Plat SITE AREA: 20,338 uare feet LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 CEIVED SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furiure construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element ofthe Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housi Air AeSlhetics Water Lioht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Trans ation Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet B. POLICY-RELATED 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 Date City of_ . ___ ton Department of Planning I Building I Publi rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Y(lJ(k-3 COMMENTS DUE: JULY 27, 2006 APPLICATION NO: LUA06-038, SHPL-A, V-A DATE CIRCULATED: JULY 13, 2006 APPLICANT: Pat Anardi PROJECT MANAGER: Jill Dino PROJECT TITLE: Foster Short Plat PLAN REVIEW: Amela Henninaer SITE AREA: 20,338 souare feet BUILDING AREA lnross): NIA LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housi Air Aesthetics Water LinhVGlare Plants Recreation Land/Shoreline Use Utilities Animals Transnnnafion Environmental Health Public Services Energy/ Histor/c/Cultural Natural Resources Preservation Aifporl Environment 10,000 Feet 14.000 Feet B. POLICY-RELATED COMMENTS ~civ__ /1--0~-r~ ;i) ~£a/ 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 itional information is ded to properly assess this proposal. . ' DATE: TO: FROM: SUBJECT: MITIGATION ITEMS: FIRE DEPARTMENT MEMORANDUM July 14, 2006 Jill Ding, Associate Planner fl James Gray, Assistant Fire Marshal Foster Short Plat, 1916 Talbot Rd. 1. A fire mitigation fee of$488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 1. A fire hydrant with I 000 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 a minimum of 1500 GPM and requires two hydrants within 300 feet of the structure. 2. Fire department access roads are required to be paved, 20 feet wide. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions, i:\fostersperc.doc • • City of_ -~-_ton Department of Planning I Building I Publi rks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fi re., COMMENTS DUE: JULY27, 2006 APPLICATION NO: LUA06-038, SHPL-A, V-A DATE CIRCULATED: JULY 13, 21!)06 APPLICANT: Pat Anardi PROJECT MANAGER: Jill Dinci 1111 • --- vv~ ',J LUUU PROJECT TITLE: Foster Short Plat PLAN REVIEW: Amela Henninoer SITE AREA: 20,338 square feet BUILDING AREA lnross\: NIA . LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 ~------ SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable Mo,e Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housino M Aesthetics w-C t:JGlare Plants Recreation Land/Shoreline Use Utilities Animals Transnnnafion Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet B. POLICY-RELATED COMMENTS /1/1 C. CODE-RELATED COMMENTS I ~:u_ CJef icular attention to those areas in which we have expertise and have identi d areas of probable impact or ed to properly assess this proposal. Signature Date City . enton Department of Planning I Building IP. Worl<s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: JULY 27, 2006 APPLICATION NO: LUA06-038, SHPL·A, V·A DATE CIRCULATED: JULY 13, 2006 APPLICANT: Pat Anardi PROJECT MANAGER: Jill Din PROJECT TITLE: Foster Short Plat PLAN REVIEW: Ameta Hennin er SITE AREA: 20,338 s uare feet BUILDING AREA ross : NIA LOCATION: 1916 Talbot Road S I WORK ORDER NO: 77572 RECEIVED SUMMARY OF PROPOSAL: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential • 8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable Mon, Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housi A;r Aesthetics Water I innVG/are Plants Recreation Land/Shoreline Use Utilities Animals Transnnrl<>tion EnvirOnmenta/Heanh Public Services Energy/ Historic/CuHural Natural Resources Preservation Airport Environment 10,000Feet 14,000Feet 8. POLICY-RELATED COMMENTS C. CODE·RELA TED COMMENTS J).-e4'VtcrtX~~-~ 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 wher, dditiOnal information is needfjd to properly assess this proposal. ' ~ '' (Y~tl't NOTICE OF APPLICATION A Mul•r Application has bean fll811 end accepted with Iha Development Servk.H Dlvl1ion of lh City of Renton. The lollowi"lj brt.fly ducrlbH the application and the necenary Public Approvalt. PROJECT NAME/NUMBER: Foster Sl",or. Plat/ LUA06·038, SHPl-A. V-A PROJECT OESCRIPTION: The appl ca~'-,s ·eqaestmg Adm1nstrat1ve Short Plat approval and Variance approval for the subdivision of an ex1st1ng L0.338 squa•e foot lot into 3 lots for the lurture cons\nJ<;:t1on of s,ngle family res,der'\Cas An exisling residence 1s pror;osed '.o ~e rem~•ed The subjec1 property rs k:w.:ated within lhe Residential • 8 dwelhng un,l per acre (R-8) zoning des1gsa\1on The µreposed 101 sizes would be 5.578 square feet for Lol 1. 6.779 square f'*9t for Loi 2, and 7,981 square teel for Lot 3 Ac~ess lo the proposed lots would l)e prcw<ded v,a residential dnveways off of Talbot Road S A Variaoce has oeer ·equested lo reduC£1 the min1mur'l lot width required from 50 feet down to 49.99 !eet for each lot PROJECT LOCATION: 1916 Talbot Raa:l s PUBLIC APPROVALS: Adm,n,strstive Sho1 Plat and Vanance awrovals APPLICANT/PROJECT CONTACT PERSON Pa'. /lnarrt1 Tel (253) 332-1636. Eml sl;ck446@r:isn ccm Commentll on the above appllcallon mu&t be &ubmitled ,n writing to JIii Ding, ~nlor Planner, Denlopment SeNlcas Division, 105S South Grady Way, Ranton, WA 98055, by S:00 PM on July 27, 2006, I! you have quest,ons about th.S proposal, or wish ro be made a party cf recorc anc ,ece1ve add11ronal no11ficahon by mail. contact 1he Proiect Manager al (425) 430-721 9. Anyone who subrmts written con·men1s w,11 automatically become a party or record and will be no1ifiad of any dec1s1on on this pro,e<;:I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: April 5, 2006 July 13, 2006 July 13, 2006 File Name I No Fosler Sharl Pla1 I LUA06-03S SHPL-A. \/-.'• NAME MAILINGADDRESS ------- TELEPHONE NO CERTIFICATION , on the .;ill. "'""dayof_..,:).....,,_~Lt,='' _,.Lc,\ ____ _ D () .,. CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 131" day of July, 2006, I deposited in the mails of the United States, a sealed envelope containing Acceptance Ltr & NOA documents. This information was sent to: Name Representina Pat Anardi Owner/Applicant/Contact Surrounding Property Owners -NOA only See Attached (S;ga,t,ra of Sood")>~ -dttc/t,,v STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. ~\\1111 1 ~" \."'{NN H, 11111 ~~ .~::,"\\\11\11~<:.,.1,,. r th:-;ate of Wa:.2" • _.,;~,o~:·'~}:\ --~~~ :: ===o u,~ J Dated: 2': aY-cx,, (L Notary (Print): 1.'..\l'.Y\IQ.i.A L'>.f ,)Y) )::bS-S-lCY\ettC' My appointment expires: 'i3l -\ c\ -1 a fProJecitIN~in~~fr LUA06-038, SHPL-A, V-A ., :::: ::: , ,,_ ~ :; ~ ~~A {,E-;,t: tt}.s, -oav :~= ~,,.., \,,,f, 19-'\ ~f 1...,0§ ,, ~ 11,,\\\\\'"""l'-.... hs"' 11, ,Of:' WAS~~,$' .. !i\"'""''' ., 722200012507 ANARDI PAT+DEBRA PO BOX 58233 RENTON WA 98058 722200012002 EARL WILLIE J JR 602 S 20TH PL RENTON WA 98055 722200019908 FOLDVIK ERIK E+COLLEEN 505 S 19TH ST RENTON WA 98055 722200019403 HICKLING JEREMY C & JANET Z 1919 TALBOT RD S RENTON WA 98055 722200019205 LEHNERZ RICK E 1921 TALBOT RDS RENTON WA 98055 722200012200 MISNER CONSTRUCTION INC 3435 S 191ST ST SEATILE WA 98188 722200020302 NGUYEN THAO-UYEN LE 1901 TALBOT RD S RENTON WA 98055 722200018009 SAUNDERS ALICE C 2009 TALBOT RD S RENTON WA 98055 722200020609 BARNETT PAUL D 520 S 19TH ST RENTON WA 98055 722200019304 FADGEN EDWARD J+HUNNY H 10804 SE 173RD ST RENTON WA 98055 722200004504 GARVITA MELCHOR+JESUSA ETAL 1816 TABOT RD S RENTON WA 98055 722200020708 HUANG TIE YI 526 S 19TH ST RENTON WA 98055 722200020203 LIVENGOOD ELAINE M 511 S 19TH ST RENTON WA 98055 722200005501 NELSON THOMAS S 725 S 19TH RENTON WA 98055 722927011006 NOON TIMOTHY A 1825 BURNETI AV S RENTON WA 98055 722200020807 WYCHE TONY ALLEN 512 S 19TH ST RENTON WA 98055 722200013505 BRATIUS JACK L 13011 HOLMES POINT DR KIRKLAND WA 98033 722200020104 FISHER SCOT D & BEVERLY A 503 S 19TH ST RENTON WA 98055 722927012004 GOCO BLESSIE B+DELUNA MARIA PO BOX 652 RENTON WA 98057 722200020906 KUBASTA ROBERT N 1819 TALBOT RD S RENTON WA 98055 722200019700 MACHEL KELLY R 1905 TALBOT RDS RENTON WA 98055 722200019502 NGUYEN THANG TOAN 1917 TALBOT RDS RENTON WA 98055 722200007002 PUGET SOUND ENERGY/GAS PROPERTY TAX DEPT PO BOX 90868 BELLEVUE WA 98009 \,~y 0 :~~ ~~<; ~N'1'0 NOTICE OF APPLICATION A Master Application has been flied 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: Foster Short Plat I LUA06-038, SHPL-A, V-A PROJECT DESCRIPTION: The applicant is requesting Adminstrative Short Plat approval and Variance approval for the subdivision of an existing 20,338 square foot lot into 3 lots for the furture construction of single family residences. An existing residence is proposed to be removed. The subject property is located within the Residential -8 dwelling unit per acre (R-8) zoning designation. The proposed lot sizes would be 5,578 square feet for Lot 1, 6,779 square feet for Lot 2, and 7,981 square feet for Lot 3. Access to the proposed lots would be provided via residential driveways off of Talbot Road S. A Variance has been requested to reduce the minimum lot width required from 50 feet down to 49.99 feet for each lot. PROJECT LOCATION: 1916 Talbot Road S PUBLIC APPROVALS: Administrative Short Plat and Variance approvals APPLICANT/PROJECT CONTACT PERSON. Pat Anardi; Tel: (253) 332-1636; Eml: slick446@msn.com Comments on the above application must be submitted In writing to JIii Ding, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on July 27, 2006. 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) 430-7219. 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: NOTICE OF COMPLETE APPLICATION: April 5, 2006 July 13, 2006 File Name/ No.: Foster Short Plat/ LUA06-038, SHPL-A V-A NAME: ----------------------------------- MAILING ADDRESS: _____________________________ _ TELEPHONE NO.: --------------- CIT' OF RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator July 13, 2006 Pat Anardi PO Box 58233 Renton, WA 98058 Subject: Foster Short Plat LUA06-038, SHPL-A, V-A Dear Mr. Anardi: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me at (425) 430-7219 if you have any questions. Sincerely, 4;eJ 1{ ;J2_- ~ill K. Ding 7J Senior Planner _______ 10_5_5_S_ou_th_Grad __ y_W_a_y_--R-en_t_on,_W_as_h-in_gt_o_n_9_80_5_5 ______ ~ 6i.') This oaoercontains 50% recvcled material. 30% DOSI r.nnsumP.r AHE.AD OF THE CURVE o""'~:Y ~~ ·~ + t::J-~ Kathy Keolker, Mayor &>N,-rO July 13, 2006 Michael Fortson Department of Transportation Renton School District 1220 N 4th Street Renton, WA 98055 AUG 1 RECE Subject: Foster Short Plat LUA06-038, SHPL-A, V-A CITY )F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator The City ot Renton Development Services Division i1as received an applicaiion for a 3-lot single- family subdivision localed at 1916 Talbot Road S. Please see the enclosed Notice of Application for further details. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055 by July 27, 2006. Elementary School: -=--~+-"-'-'-'-~--·r_'_~t-J~· _i_L_L. ______________ _ Middle School: ])j m M I ··~· -r High School: __ ,._k£.""""''-'AJ'-""-'7J'--"D'-'Nc...:::..':_ ----------------- Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes v No __ _ Any Comments: __________________________ _ ------------------------ Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7219. Sincerely, (}jj1i;P~ v7'Jill K. Ding I/ Senior Planner Encl. -------,o-5-5-So_u_th_Gra_d_y_W_a_y_--R-en-to_n_, W-a,-h-in-gt-on-9-80_5_5 ______ ~ (i) Thie paper contains 50% recycled material, 30% post consumer AHEAD OF .THE CURVE ' June 28, 2006 Ken Olsen Patrick Harron & Associates, Inc. 14900 Interurban Avenue Suite 279 Seattle, WA 98168 Re: Harron -Talbot Determination Letter Sewall Wetland Consulting Job #A6-l 88 Dear Mr. Olsen, Sewall Wetland Consultin , Inc. 1103 W. Meeker st Kent, WA9ro32-5751 Phone: 253--859-0515 Fax: 253-852-4732 Per your request we have inspected the Harron -Talbot Road Property for jurisdictional wetlands and stream. The property is located at 1916 Talbot Road South (parcel 7222000125), in the City of Renton, Washington. Fonnerly known as B-12 Wetland Consulting, Inc METHODOLOGY Re: Harron·Talbot SWC Job #A6-! 88 June 28, 2006 Page 2 of 3 Sewall Wetland Consulting, Inc. visited the site on June I, 2006. A combination of field indicators, including vegetation, soils, and hydrology was used to determine the presence of wetlands. The methodology used to identify any jurisdictional wetlands on the site is described in the Washington State Wetlands Identification and Delineation Manual (W ADOE, March 1997). This is the methodology currently recognized by City of Renton, and the State of Washington for wetland determinations and delineations. The area was also reviewed using the methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), as required by the US Army Corps of Engineers. The Washington State Wetlands identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual both require the use of the three-parameter approach in identifying and delineating wetlands. A wetland should support a predominance ofhydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status of facultative (PAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5%-12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circun1Stances, indicators of all three parameters will be present in wetland areas. Streams would be identified by the presence of a defined charmel that contains flowing surface water at some time of the year. OBSERVATIONS During our investigation of the site no wetlands or streams were found on the site. Although a small area (approximately l ,OOOsf) of vegetation near the western property boundary exhibited some hydrophytic characteristics such as Scouler's willow (Salix scouleriana), and buttercup (Ranunculus repens) this area is not comprised of more than 50% hydrophytic vegetation. Dominant vegetation within this area is includes Himalayan blackberry (Rubus armeniacus ), holly (!lex sp. ), snow berry (Symphoricarpos a/bus), orchard grass (Dactylis glomerata), dandelion (Taraxacum officinale), and English plantain (Plantago lanceolata). Re: Harron-Talbot SWC Job #A6-l 88 June 28, 2006 Page 3 of 3 Soil pits excavated within this area revealed a 16-inch layer of gravelly, sandy loam with a color of 1 OYR 3/2. The soils did contain concretions but did not reveal any redoximorphic features such as mottling. Soil pits excavated on the property were dry during the time of our field investigation. Concretions are not considered to be a hydric soil indicator; therefore, this area does not have hydric/wetland soils. No streams were observed on our near the property during our field investigations. It is therefore our professional opinion that there are no critical areas on or near the site. If you have any questions or need any additional information please contact our office at 253.859.0515 orby e-mail at awill(i:1),sewallwc.com. Sincerely, Sewall Wetland Consulting, Inc. J. Aaron Will Wetland Scientist File:aw/A6-188 Harron-Talbot Road det.doc ... Project Narrative: Foster Short Plat 1916 Talbot Road South Renton, WA 98055-4229 Pre-Application# PRE 05-120 • Project name, size and location of site Foster Short Plat 1916 Talbot Road South Renton, WA 98055-4429 • Land use permits required for proposed project Clearing and Grading permit. • Zoning designation of the site and adjacent properties R-8 • Current use of the site and any existing improvements The Current site contains a single family residence with no out buildings. • Special site features (i.e. wetlands, water bodies, steep slopes) There are no special features on this site (wetlands, water bodies, steep slopes etc.). • Statement addressing soil type and drainage conditions Soil type Vashon glacial till (QVT). Roof and other impermeable areas will be collected in a swale along the proposed buildings and discharged into the roadside ditch. On-site soils are not suitable for infiltration. • Proposed use of the property and scope of the proposed development The proposed property will be divided into three build able single family lots along with associated utilities and improvements. • For plats indicate the proposed number, net density and range of sizes (net lot area) of the new lots This is a thee lot Short Plat. Net density is 6.45 per acre. Net lot area 4.6487 acres. Lot 15,578 sq. ft., 0.13 acres Lot 2 5,6778 sq. ft., 0.16 acres Lot 37,981 sq. ft .. 0.18 P:12005\05123 Foster SP\Text\Applications\Project Narrative.doc 7/7/2006 Page 1 of 2 • Access All access will be from the on the fronting street of Talbot Road South. • Proposed off-site improvements (i.e. installation of sidewalks, fire hydrants, sewer main, etc.) The developer proposes to install the total of 15' of asphalt from the right-of-way centerline (per City of Renton Traffic). The required curb, gutter and 5' sidewalk is proposed. He will also install a new 12" storm drain collection system from the south end of his property to the corner of Talbot and S 19'" Street. • Total estimated construction cost and estimated fair market value of the proposed project Preliminary total construction costs will be between 300-500 thousand dollars. Depending on final building selection. Fair market value including the value of the property will be in the range of 700-900 thousand dollars. • Estimated quantities and type of materials involved if any fill or excavation is proposed Excavation and fill will be balanced on the project site. The site is basically flat. A small amount of material will be moved around the site for final grading. • Number, type and size of any trees to be removed Three 8" existing hemlock trees are planed to be removed during construction. These trees have been limbed on the house side and will not stand with the house removed. Also 2-1 O" hemlocks need to be removed for constructability. We propose to keep 4" hemlock, 10" hawthorn and an 8'-cherry. • Explanation of any land to be dedicated to the City No land is anticipated to be dedicated to City. • Any proposed job shacks, sales trailers, and/or model homes No proposed shacks, sales trailers or model homes are proposed for this project site. • Any proposed modifications being requested (include written justification) We are requesting a variance on minimum lot widths. P:\2005\05123 Foster SP\Text\Applications\Project Narrative.doc 717/2006 Page 2 of 2 Technical Information Report (Level One Downstream Analysis) Foster Short Plat for Mr. Pat Anardi P.O. Box 58233 Renton, WA 98058 SITE LOCATION: 1916 Talbot Road Renton, WA 98055 (Parcel No.7222000125) Prepared by: Brian G. Harron, P.E. PATRICK HARRON & ASSOC., LLC 14900 Interurban Avenue South, #279 Seattle, WA 98168 Job No: 05123 March, 2006 Page 1 of 10 P:\2005\05123 Foster SP\ Text\Applications\Stm-rpt.doc DEVELOPMENT PLANNING CITY OF RENTON JUL 10 2006 RECEIVED TABLE OF CONTENTS ITEM PAGE LEVEL ONE DOWNSTREAM ANALYSIS Project Overview .............................................................................................................................. I Task I -Study Area Definition & Maps Project Description ...................................................................................................................... 2 Site Data ...................................................................................................................................... 2 Existing Conditions ..................................................................................................................... 2 Drainage Basin Delineation ......................................................................................................... 2 Task 2 -Resource Review ............................................................................................................... 3 Task 3 -Field Inspection/fask 4 System Description Downstream Drainage System Description ................................................................................. 4 Upstream Drainage System Description ...................................................................................... 4 Task 5 -Problem Screening .............................................................................................................. 6 Task 6 -Mitigation ........................................................................................................................... 6 Task 7 -Core Requirements Core Requirement # 1 ................................................................................................................... 7 Core Requirement #2 ................................................................................................................... 7 Core Requirement #3 ................................................................................................................... 7 Core Requirement #4 ................................................................................................................... 7 Core Requirement #5 ................................................................................................................... 7 Core Requirement #6 ................................................................................................................... 7 Core Requirement #7 ................................................................................................................... 7 Core Requirement #8 ................................................................................................................... 7 LIST OF FIGURES Figure 1 Vicinity Map LIST OF APPENDICES Appendix A -Gary Flowers, LLC Soils Report P:\2005105123 Foster SP\Teict\Applications\Stm-rpt.doc Page I LEVEL ONE DRAINAGE REVIEW Purpose and Scope: PROJECT OVERVIEW This Technical Information Report (TIR) is submitted in support of a building permit application for Foster Short Plat. The proposed work will include demolition of the existing vacant house and construction of three homes, and associated landscape zones. The project will include asphalt widening, installation of concrete curb, gutter and sidewalk along the property frontage of Talbot Road South. There is an existing 12" concrete culver under the existing shoulder but is only 18" deep. This culvert will be intercepted at the south end of the property and a new 12" storm system will be installed at proper depth along the frontage to the corner ofTalbot and S 19"' Street On September 22, 2005 a Mandatory Pre-Application Meeting was held for this project referenced under City of Renton tracking number PRE 05-120. The following tabulates the project site data: Address: 1916 Talbot Road South, Renton, WA 98055 Parcel Number: 722200-0125 Site Area (including easements) 20,338 sf(0.47 acres) Site Area (excluding easements) 20,338 sf -2508 sf= 17,830 sf(0.41 acres) Zoning: Single Family Residential (R-8) Water: City of Renton Sewer: City of Renton Special Limitations: No Sensitive Area Constraints are known This analysis is completed using the format set forth in the 1993 King County Surface Water Design Manual (KCSWDM) Section 1.2.2., and the City's Addendum to that Manual. The location of the project is illustrated in Figure 1 -Vicinity Map. Task 1: Study Area Definition and Maps Project Description: The project would replace an existing house with three new houses. The proposed construction will not add 5,000 sf of pollution generation impervious area. The project properties will be accessed via three site access driveways, all of Talbot Road South. P.\2005\05123 Foste!'" SP\Text\Applications\Stm-rpt doc Page 2 Site Data: Additional roadway asphalt pavement Curb and gutter (deferred non-pollutant generator) On-site asphalt driveways Existing Conditions: 2,185 sf(0.050 acres) 907 sf (0.08 acres) 2,550 sf (0.058 acres) The proposed development is located in the south-east portion of the city of Renton. The site is on a bench on the hill and is relatively flat (less than 2' of fall across the site. Behind the site is a city of Renton water storage vault and city park. The existing roadway (Talbot Road South) is a two lane asphalt street with no curb, gutter or sidewalks. The proposed project is on the east side of the roadway. The existing drainage consists of a undeveloped roadside ditch that fronts the proposed project. To the north this unimproved ditch daylights and sheet flows down the hill until it is collected in a city storm system. Based on the above data, this project does not trigger a targeted drainage report. Task 2: Resource Review The following resources and documents were reviewed in preparing this analysis. Pertinent maps from these reports have been included in this study. I. Soil Report by Gary Flowers, LLC. -Appendix A 2. U.S.D.A. SCS Soil Survey 3. King County Surface Water Design Manual (1993) P.\2005\05123 Foster SP\Text\Applications\Stm-rpt.doc Page 3 Task 3: Field Inspection/Task 4: Svstcm Description Downstream Drainage System Descriptio n: The engineer conducted a field investigation of the site drainage features and downstream drainage system November 2005. The weather was overcast with a very light drizzle. The existing site is almost entirely covered with blackberries.. Due to the fact that th e net increase is the I 00-year peak flow from this site will be insignificant there will be little or no change to the function of the downstream system. Therefore, no neighbor interviews were conducted in the downstream area for this project. Historically, runoff from the site has sheet flowed from the east to the west and then was routed along existing unimproved roadside drainage way. This fl o w continues to the intersection of S. 19th and Talbotand is collected in a shallow catch basin. Then flow s to another catch basin approx. IO ' east. Then east along the south s ide of S 19 th Street to a improved ditch, then continues easterly to a collection system in Puget Drive .. ;his being the case then this proposed project will have minimal impact on the existing storm sewer system. Catch Basins at Talbot Road and S 19'" Street P.\2005\0S 123 Foster SP\Text\A pplica1ions\Strn~rpt doc Page 4 Outlet from easterly catch basin from c ul ve rt under park driveway. Improved ditch flowing east. P·\2005\05 12 3 Fo ster SP\T cxt\Apphcalions\Stm-rpt.doc Page 5 Easterly flow under driveway headin g to co ll ect ion system in Puget Drive. Upstream Drainage System Description : Based upon a physical observation of the upstream drainage area it is the opinion of the engineer that little or no upstream surface runoff affects this proposed project. In a s imilar manner this project will have little or no impact on the ups tream drainage pattern s. Task 5: Problem Screening T he C ity of Renton indicated no drainage problems within the immediate downstream corridor nor does the s ite h ave any hi story of flooding problems. P \2005\05123 foster SP\Tcxt\Applicat1ons\Stm-rpt.doc Page 6 Task 6: Mitigation Regulatory Requirements: The City of Renton, through their amendments to the King County Surface Water Design Manual (1993) regulates the storm water management d es ig n for the project s ite. No portion of the proposed constructio n is v,ithin a known sensitive area, no mitigation will be required. Recommended Drainage System Improvements: As previously mentioned this site is exe mpt fr o m any detention and water quality requirements. The proposed drainage improvements are to construc t a d es ig ned roadside ditch that will act as a temporary conveyance system until full frontage improvements a rc constructed. On-s ite drainage from roof drains will be routed to the roadside ditch through the construct ion of on-s ite drainage swales. The swales will have a energy diffusers at the downspout ends to help prevent e ros io n during major events. Task 7: Core Requirements #1 -Discharge at the Natural Location The discharge from the proposed project v,:ill be collected and directed to a developed roadside ditch along Talbot Road South .. #2 -Off-Site Analysis See the preceding summary of the upst re am and downstream drainage review. #3 -Flow Control Not required -refer to Task # I. #4 -Conveyance System No on-site conveyance is proposed othe r tha n fou ndation drains. #5 -Temporary Erosion & Sedimentation Control Temporary Erosion and Sedimentation Control measures that minimize the transportation of sediments to the drainage system have been proposed. S iltati o n fe nces and a rock construction entrance will be the primary BMP's. Very little grading is anticipated other t han fo r t he installation of utilities and the building's foundation support. Some off-site improvement v.•ill be re quire d, however, it is anticipated that there will be very little potential for eros ion problems. The instal la ti o n o f the filter fence a should adequately prote ct the downstream area from any adverse erosion impact. #6 -Maintenance & Operations The proposed drainage facilities will remain pri vate and will be maintained and operated by the owner. #7 -Bonds & Liability The Owner and or the contractor will pro v ide th e required bond and liability ass urances. #8 -Water Quality The proposed construction will not add 5,000 s f of pollution generation impervious are a. No water quality is required. P .12005105123 Fo51er SP\Tex11Applica11 ons\S1m-rp1 doc Page 7 0 ... \ \ ~ ..,. \ II> .,. II) r < f ~ S 19111 SI \I "Tl • "" S 20II Pt 02006~1ne P \2005 ,0 5123 Fosocr S l'\T ex11A pplica11ons\S1m-rp1 doc FIG U RE 1. Vicinity Map S Renlon V ,llago P l .,. 'S i ~ t !f I • ... ;; > ~ I " Cl> Cl> SA --''Iii, I "'i I (/) \\ .. > < !? S 18th St l5 GI :.; ; s nu, st ,\ 2 S 1111h SC l e/1 "' 'if Cl) !I \I n.a.c ,..,. 0 Ill \ 1. "' .;'<1 ~"' ~,.., • 100m 300ft S~Dr 0200e~VTeQ Page 8 APPENDIX A Gary Flowers, LLC. Soils Report P:12005\05123 Foster SP\Tex1\Applications\Stm·rpt.doc Page 9 March 15, 2006 Project No. GF06025 Pat & Debra Anardi P.O. Box 58233 Renton, WA 98058-1233 Gary A. Flowers, PLLC Geological & Geotechnical Consulting 19532 121h Avenue NE Shoreline, WA 98155-1106 Subject: Geological/Geotechnical Assessment Proposed Foster Short Plat 1916 Talbot Road South, Renton, Washington This report presents the results of our geological/geotechnical evaluation of the approximate 20,300 sf parcel located between at 1916 Talbot Road in Renton, Washington. We understand that the parcel will be divided into a total of three single family residential building lots. The existing house on Lot I will be demolished. Ingress and egress will be provided from Talbot Road South. The purpose of our site evaluation was to document existing shallow soil and ground water conditions on the property, and to provide geotechnical design recommendations for construction of the proposed improvements. EXISTING SITE CONDITIONS The subject property is an odd shaped parcel that is squared off on the north, east and south sides but angles along the roadway on the west side. The parcel measures approximately 100 feet along the north property line, 1 SO feet along the east property line, 172 feet along the south property line and 166 feet along the west property line. See Figure 1, Site Plan by Patrick Harron & Associates. The property is undeveloped except for the existing house and yard on what will be Lot 1. The remainder of the property is heavily vegetated with blackberry bushes and a few deciduous trees. The property is nearly flat with only 2 to 3 feet of elevation difference across the site. No evidence of flowing water or erosion was observed anywhere on the site. A small area of standing water was observed near the east end of Lot I. The standing water was caused by recent rainfall in the area. A 15 foot wide utility easement with a 14 inch diameter water line is located along the southern edge of the parcel. 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, V,/ashington 98I55-l l06 206417-7640 Foster Short Plat Renton, Washing/on Geotechnica/ Services Report Subsurface Soil and Ground Water Conditions In order to characterize the shallow subsurface soil and ground water conditions on the property three subsurface exploration pits, EP-1 through EP-3, were excavated on the site on February 21, 2006. See Figure 1, Site Plan for locations of the pits. The following logs provide our interpretation of the encountered sediments. EP-1 0 -12" 12" -30" 30" -6 Y:,' northeast quadrant of Lot 1 sod and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) medium dense to 5' and then very dense, moist, gray, silty sand with gravel (lodgement till) BOH@6 Y:,' No caving No ground water EP-2 0-15" 15" -30" 30"-5 Y,' southwest quadrant of Lot 2 highly organic forest duff and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) medium dense to 5' and then very dense, moist, gray, silty sand with gravel (lodgement till) BOH@ 5 Yi' No caving. No ground water EP-3 0-7'' 7" -18" 18"-4' eastern central portion of Lot 3 highly organic forest duff and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) very dense, moist, gray, silty sand with gravel (lodgement till) All of the exploration pits encountered glacial till at shallow depths. No ground water or saturated soils was observed to the full depth of the explorations. No fill soils or debris were encountered throughout the site. The glacial till sediments were deposited at the base of, and subsequently overrun by, several thousands of feet of glacial ice during the last glacial advance in this area. As such they have been consolidated into a dense, relatively impermeable, condition. The upper several feet of these sediments have been highly weathered due to the presence of ground water that will perch atop the underlying unweathered till soils. The highly weathered sediments are much finer grained and are in a loose to medium dense condition. Gary A. Flowers, PLLC. 1953212th Avenue NE Shoreline, Washington 98 l 55~ 1106 206-417-7640 2 F osier Short Plat Renton, Washington Geotechnica/ Services Report According to the Geologic Map of King County, Washington, by Booth, Haugerud and Sacket, 2002, the subject site has been mapped as Vashon glacial till (Qvt) overlying bedrock of the Renton Formation (Epr). The Renton Formation has been extensively mined for coal in this area. Due to the possible presence of old coal mine shafts underlying the site a Coal Mine Hazard Evaluation was performed on the property by Terra Associates, report dated January 3, 2006. The evaluation consisted of a literature review and drilling a single test boring on the parcel. The testing boring indicated the presence of approximately 85 feet of glacial till overlying bedrock. The upper approximate 3 feet of the glacial till was weathered to a looser, finer grained consistency. Our interpretation is in agreement with the geology map of the area and the test boring that was drilled on the site. Hydrology No indication of flowing water was present on the property at the time of our field work. There was no evidence of erosion anywhere on the parcel. Water does not infiltrate easily into these sediments. As a result, following some recent rainfall events, there were some pools of standing water observed on the site at the time of our field study. Ground water was not encountered in any of our exploration pits at the time of our field work. There was no seepage at any depth and the soils never became more than moist to the maximum depth explored of 6 Y, feet. Mottling of soils was observed and indicates that perched water does occur on the site at times. The perched water will flow along topographic lines in an interflow zone atop the underlying relatively impermeable till sediments. Seismic Hazards Earthquakes occur in the Puget Lowland with great regularity. The vast majorities of these events are small and are usually not felt by people. However, large earthquakes do occur as evidenced by the 1949, 7.2-magnitude event, the 1965, 6.5-magnitude event, and the February 2001 magnitude 6.8 Nisqually earthquake. The 1949 earthquake appears to have been the largest in this region during recorded history and was centered in the Olympia area. Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0, similar to the 1996, 5.4 earthquake centered near Duvall, Washington, is likely within a given 20- year time interval. Generally, there are four types of potential geologic hazards associated with large seismic events: I) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these to impact the site is discussed below. No surficial faulting or earth rupture has been documented, to date, in the Renton area. However, several nearby fault zones are currently being studied by the United States Geological Service (USGS) and have been determined to be active and capable of producing large Gary A. Flowers, PLLC. t 9532 12th Avenue NE Shoreline. Washington 98155-1106 206-417-7640 3 Foster Short Plat Renton, Washington Geotechnical Services Report earthquakes. Much is still to be learned about these fault systems but it is generally hypothesized that their recurrence interval is several thousand years. Due to the suspected long recurrence interval and the distance to known faults traces, the potential for surficial ground rupture is considered to be low during the expected life of the proposed structures. Due to the lack of steep slopes the potential risk of damage to the proposed structures, by seismically induced landsliding, is negligible. Liquefaction is the result of the loss of shear strength in soils when they are subjected to saturated conditions and seismic shaking. Typical soils that are susceptible are those that are saturated, poorly graded (all one size), relatively fine-grained and in a loose condition. During a seismic event, severe shaking may cause liquefaction to occur in these types of soils and differential settlement may result. The glacially consolidated sediments encountered on the subject site are typically medium dense to dense with depth, are well graded and there were no adverse ground water conditions. Therefore, it is our opinion that the risk of liquefaction is negligible. Structural design of the buildings should follow the 2003 International Building Code (IBC) standards for Site Class C (Table 1615.1.1) CONCLUSIONS AND RECOMMENDATIONS On the basis of our geologic research and field explorations, the existing soils will provide suitable support for the proposed single family residences and other improvements. The weathered till soils were loose to medium dense and will require recompaction prior to placing foundations, driveways or other improvements. Any disturbance to otherwise suitable bearing soils during construction will also require removal or recompaction prior to placement of foundation concrete or pavement subgrade. The on-site soils can be reused as compacted fill for grading of the property, if necessary. However, the contractor must understand that till sediments, especially where weathered, contain significant amounts of fines (silt/clay sized particles) and are best suited for dry weather construction. Moisture conditioning of on-site fill soils may be required in order to attain suitable compaction. As such, the contractor should be prepared to import suitable structural fill soils when required. Site Grading The site should be cleared of all vegetation, topsoil, and trees that are not required as part of the landscape plan. Any fill soils that may be found and all debris from removal of the existing residence should also be removed. These materials should be removed from the site, The topsoil can be stockpiled for later use in landscape areas. Gary A, Flowers, PLLC. 19532 12th Avenue NE Shoreline, Wa<;hington 98155-1106 206-417-7640 4 Foster Short Plat Renton, Washington Geotechnical Services Report In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the lower, dense till sediments can be planned at gradients of .5H: 1 V or steeper and in the overlying, highly weathered loose to medium dense sediments at gradients no steeper than I.SH: IV. These slope angles are for areas where ground water seepage is not encountered and assume that surface water is not allowed to flow across the temporary slope faces. If ground or surface water is present when the temporary excavation slopes are exposed, flatter slope angles will be required. These slope angles also assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the slope. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. Site specific cuts that are steeper than state or federal guidelines allow must be approved by a representative of this office at time of construction and monitored for stability. Due to the flat lying nature of the subject parcel and the lack of a retention/detention pond, it is our understanding that there will be no permanent cut slopes. If the proposed construction changes and permanent cut slopes will be required they should be excavated at gradients no steeper than 2H:IV. Permanent slopes that will be exposed to surface water, such as detention pond slopes, should be inclined at 3H:l V or flatter. Where structural fill is required it must be compacted to a dense, nonyielding condition. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to at least 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. Structural fill directly behind a retaining wall should only be compacted to 90 percent of maximum density to avoid placing undue stress on the wall. In the case of roadway and utility trench backfill, the structural fill should be placed and compacted in accordance with current local or county codes and standards. The top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of perimeter footings or pavement edges before sloping down at a maximum angle of 2H: 1 V. Structural fill placed in foundation excavations must extend a minimum distance of 2 feet beyond the edges of the footings. Foundation Recommendations Shallow foundations may be used for support of the planned structures when placed on recompacted native till sediments or approved structural fill placed atop these materials. Medium dense or better native sediments were typically encountered at a depth of about 30 inches below existing grade on Lots 1 and 2 bllt was only 18 inches below grade in exploration pit EP-3 on Lot 3. Provided that the foundation bearing soils are either in a medium dense or better condition or have been suitably recompacted and approved by a representative of this Gary A. Flowers, PLLC. 19532 12th. Avenue NE Shoreline, Washington 98155-1106 206-417-7640 5 Foster Short Plat Renton, Washington Geotechnical Services Report office, an allowable soil bearing value of 2000 psf may be used in the design of these footings, including both dead and live loads. If a higher bearing value is required at any location, an allowable soil bearing value of 4,000 psf may be used if the foundations are founded entirely on undisturbed native till sediments. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings for the proposed structures should be buried a minimum of 18 inches into the surrounding soil for frost protection. Total settlement of footings placed as detailed herein should be less than 1 inch in a 20 foot span with differential settlement less than Yz inch between comparably loaded footings. However, foundations placed on soil that has not been recompacted, or is disturbed after being recompacted, may result in increased settlement. All foundation excavations should be inspected by a representative of this firm, prior to concrete placement, to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The governing municipality may require such inspections. Lateral loads can be resisted by friction between the foundation and the supporting soils, and/or by passive earth pressure acting on the buried portions of the foundations. We recommend the following design parameters. • Passive equivalent fluid= 300 pcf • Coefficient of friction= 0.40 The above values are allowable and include a factor of safety of at least 1.5. Retaining Walls Retaining walls or foundation walls taller than 3 feet must be lined with a minimum of 12 inches of washed rock to within 1 foot of finish grade or utilize an approved drainage mat such as Mira Drain 6000 or equivalent. The washed rock or drain mat must tie into the footing drain for the wall footing. Horizontally backfilled walls that are free to yield laterally at least 0.1 percent of their height may be designed using an active equivalent fluid pressure equal to 30 pcf. Fully restrained, horizontally backfilled, rigid walls that cannot yield should be designed for an at rest equivalent fluid pressure of 50 pcf. Additional surcharges such as slope, traffic, other structures, or heavy equipment must be added to these design values. The lateral pressures presented above are based on the conditions of a uniform horizontal backfill consisting of the on-site soils or imported sand and gravel compacted to a firm and unyielding condition. Where driveways, stairways, sidewalks, etc. will be constructed above a retaining wall the compaction of the soils should be closely monitored to verify sufficient compaction to reduce settlement potential but avoid over compaction of the soils that may increase the pressure acting on the wall. 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 6 206-417-7640 Foster Short Plat Renton, Washington Geotechnical Services Report Retaining walls should use the same passive equivalent fluid pressure (300 pct) and coefficient of friction (0.35) as shown above in the Foundation Recommendations section of this report. Floor Support Recommendations For any slab-on-grade floors, we recommend that the exposed natural soil beneath the slab be recompacted to a dense, unyielding condition. These soils were typically very fine grained and extremely moisture sensitive and, depending upon time of year, may require moisture conditioning in order to attain suitable compaction. Any yielding areas should be overexcavated and filled with approved structural fill. A capillary break layer should be placed under any floor slabs where moisture intrusion through the slab is a concern. The drainage material should consist of clean sand and gravel (less than 3 percent fines), crushed rock or pea gravel. A heavy duty (minimum 10 mil) plastic vapor barrier should overlie the drainage blanket. Any penetrations through the vapor barrier should be appropriately taped to prevent moisture intrusion. Site Drainage All perimeter footing walls and retaining walls should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the footings. Roof and other impermeable surface runoff should not discharge into the footing drain system, but should be collected and handled by a separate, rigid, tightline drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. Erosion Protection The soils present on the site have a moderate to high erosion potential. However, due to the lack of steep slope gradients on the site there is a low potential for erosion and sediment transport off site. As such standard erosion control construction practices should be suitable for the development. Properly constructed and maintained silts fences should be placed along the lower areas of the site, Soil stockpiles should be kept covered with plastic sheeting. Areas stripped of vegetation during construction should be replanted, or otherwise protected, as soon as possible. Construction entrances should be rocked to minimize off-site soil transport. 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 7 F osier Short Plat Renton, Washington SUMMARY Geotechnical Services Report Based on our site reconnaissance and subsurface explorations the site appears to be suitable for the proposed development provided the recommendations provided herein are properly implemented. We recommend that we be retained to review those portions of the plans and specifications that pertain to grading or foundation installations to determine that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Field construction monitoring and observation services should be considered an extension of this initial geotechnical evaluation and are essential to the determination of compliance with the project drawings and specifications. Such activities would include site grading, utilities, subsurface drainage, foundations and fill placement and compaction. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. Gary A. Flowers, P.G., P.E.G. Principal Engineering Geologist Attachments: Figure 1: Site Plan 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 8 -- ' i ! ·, '·· ·-.. l .. ~51!· ......... ' • I ' -r \ ; ,......~· ' rPlP J;i; ;l{r ., 11,! 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'\-~y 0 (.)~,, ~ . .. >+- + ..II + ~-~ KathyKeolker,Mayor ~NifO April 26, 2006 Pat Anardi Patrick Harron and Associates 14900 Interurban Avenue South Tukwila, Washington 98168 Re: Foster Short Plat, PRE 05-120 1916 Talbot Road South Dear Mr. Anardi: CIT~ ::>F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator On April 26, 2006, the Development Services Director denied your application for fee-in-lieu of installation of approximately 166 lineal feet of sidewalk, curb, and gutter fronting the Foster Short Plat in Talbot Road South. These improvements must be installed as well as any necessary storm drainage. Any appeals to this decision must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. City of Renton Municipal Code Section 4-8-110 governs appeals to the Examiner. Additional information regarding the appeal process may be obtained from the Renton City Clerk's office by calling ( 425) 430-6510. If you have any questions, please contact Jan Illian, Engineering Specialist at (425) 430-7216. Sincerely, Linda Moschetti Administrative Secretary II Planning/Building/Public Works Department cc: Gregg Zimmerman, P/B/PW Administrator Neil Watts, Development Services Director Jan Illian, Engineering Specialist Amela Henninger, Engineering Specialist Jill Ding, Planner Stacy Tucker, Secretary -------l-05_5_S_o_u_th_G_r-ad_y_W_a_y ___ R_e_nt-on-.-W-a-sh_i_ngt_o_n_98_0_5_5 ______ ~ @) This paper contains 50% mr.ycled material. 30% post consumer AHEAD OF THE CURVE April 20, 2006 Pat Anardi PO Box 58233 Renton, WA 98058 • CITY )F RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator RE: Notice of Incomplete Application for Foster Short Plat & Variance (File No. LUA06-038, SHPL-A, V-A) Dear Mr. Anardi: Per my email to you and our phone conversation of April 18, 2006 additional information is required to accept your application for review. The submitted geotechnical report indicated that standing water was present on the site at the time of his site visit and indicated that mottling was present in the soils. The presence of water and mottling of soils may be an indicator of a wetland on the subject property. Based on this information the submitted application is incomplete per RMC 4-8-120C. The following additional information is required to continue processing your application: 1. If a wetland biologist visits the site and determines that there are no wetlands on the subject site, please submit 5 copies of a letter from the wetland biologist stating that there are not wetlands on the property. If the wetland biologist determines that there are wetlands on the property, please submit 5 copies of a wetland report. PLEASE NOTE that if wetlands are found on the property, additional revisions of the submitted application may be necessary. Once the requested information is received, staff will review the materials for completeness and your application will either be formally accepted for review or you may be further requested to provide additional information or revisions. Please feel free to contact me at (425) 430-7219 if you have any questions. Sincerely, <1J-J r~ ~lK.Ding . u Associate Planner _______ 10_5_5-So_u_th_Grad __ y_W_a_y---R-en-to_n_, -W-as-h-in-gt-on-9-80_5_5 ______ ~ AHEAD OF THE CURVE City of Renton PROPERTY OWNER(S) NAME: &v\.t Dtbr ii'-- P,~(rYi\nArl)' ADDRESS: p ,-. i~x ,.._... 'X ;i. 3 .,,_ CITY: ZIP: . i~ ('__ I\T (:, ,, q ~ (J 5,_ TELEPHONE NUMBER: Lj ~)_ c; )._ J,. ~ Li,5.)c; APPLICANT (if other than owner) NAME: COMPANY (ff applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER CONTACT PERSON NAME: pr.. T \-=\ n A f r\ ·, COMPANY (if applicabl~): ADDRESS: CITY: ZIP: TELEPHONE NUMBER AND E-MAIL ADDRESS: J..S3 3 ~'J... I t.::, ?) (,, 5 I i, It 4 '-< l, ¢;, 'rr. '., (\ G:: ' Q:web/pwldevserv/forms/plaDDinglmasterapp_doc PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: Fo':te_r ·- PROJECT/ADDRESS(S)/LOCATIONAND ZIP CODE: I Cf i 6 TAI bcT p,J .S KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): .. EXISTING LAND USE(S): PROPOSED LAND USE(S . EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: PROPOSED ~.R RIEHENSIVE PLAN MAP .DESIGNATION (if applicable):,~, ,t4,J /JA EXISTING ZONING: 'f:?.-. 6 PROPOSED ZONING (ff applicable): /J 'A- SITE AREA (in square feet): ) 0 33 '8 ~,I~ SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: 0 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: PROPOSED RESIOENTIAL DEf\jplTY IN UNITS PER NET ACRE (ff applicable): (, , '{ :J NUMBER OF PROPOSED LOTS (ff applicable): 3 NUMBER OF NEW DWELLING UNITS (if applicable): .:.5 07/29/05 PRO.,ECT INFORMATION (continued) ,-----"------L..---------~ NUMBERffe> EXISTING DWELLING UNl~j(if applicable): Offe, a ti.Mtr:di£-ttRd SQUARE"FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): -- SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (ii applicable):.£)-- SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUI.LDINGS (if applicable): ~ PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF / ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): M a AQUIFER PROTECTION AREA ONE a AQUIFERPROTECTION AREA TWO SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL a FLOOD HAZARD AREA ___ sq.ft. BUILDINGS TO REMAIN (if applicable): -a GEOLOGIC HAZARD . NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if D HABITATCONSERVATION applicable): - NUMBEROF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (ii applicable): - a SHORELINE STREAMS ANO LAKES a WETLANDS ___ sq.ft. ___ sq.ft. -~-sq.ft. ~--sq.ft. . •. ' LE.GAL DESCRIPTION OF PROPERTY (Attach legal description on seoarate sheet with the following Information Included) SITUATE IN THE <; G QUARTER OF SECTION d. TOWNSHIP 23 RANGE.Qi", IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. . TYPE OF APPLICATION & FEES . . List all land use applications being applied for: .. 1. 'S ho A ~(t.\,-\-I~ · · 3. 2. V 0(,1'° I It; l. ...-I.., 5:)~ 4. 3 li>t ,,,,~ v~ Staff will calcµlate applicable fees and postage: $ [05V,(X) . AFFIDAVIT OF OWNERSHIP . . . I, (Print Name/s) l?,?1/·,,£: f km.. declare that I am (plea$8 check one) _ the current owne< of the p,oper1Y involv8d in this application or __ the authorized representative lo act for a corporation (please altaeh proof of authorization) and that the foregoing statements and answers hel'<lin contained and the lnlonnation herewith are In all respects true and correct lo the best of my knowledge and belief. /') L j I certify that I know or have satisfactory evidence that /Jd:,,;,,t , T.&1tzr,::&: · / .--/, • ~ Signed this insllUnont and acknowledged It to be hlslherllhelr free and voluntary act for the :( /1 --J(. . uses and purposes mentioned in the lnstn.ment . .tZ-(L.__ ....... ,,,,,,,,,, (Signature of Owner/Repre$80!alive) · (Signature of Owner/Representative) Q:web/pw/devserv/forms/planning/masterapp.doc ~, ET"" '11 .:--:":..11-"'. .... ~Ii& ,,,, µ .:~"~•000 10N ,,.• ••• 0_,,_,, . ~ --·~'":,':, ~-t.,:.•.·y ,, -£1 d-d~~-·-.__ fo;~~ 01Af!y't;\ \ _ __,_ ...... __ 6,o<,....._.,,_-,-,:_...,._'-'"""""""'"'-=----~ : 0 ~ CJ)~ ,. ~ :O _. • .-: ~ Notary Public in and for the State of Washington ': \ PUB\.lc, J0;e : !•I\" •L-""' ,, "'.).··. /,.-;;:-: ,,, -1,:;.-. 4. 9.ol!v ~"' .:' •, : "' .......... '!<'.... --• ,,, OF WP..S •.• ~-- ''-i11.~ ,, \l, ~-~'-'"-"° .. Notary (Print),_~/),~~ .... az=W.=i<:'"~_,,_4~~=· ~::,_q,9~·-- My appointment expires: 6(#4/ 2 City of Renton ·IFc·L .,, Op ·"rry 1·1£:Nr p OF Rp,,'t,N,'JJ,vG ·',0/,/ LAND USE PERMIT APR -5 2006 MASTER APPLICATION RECE/V~D PROPERTY OWNER(S) PROJECT INFORMATION NAME: \;) , \_ ,"\ 0\(). \ 6 \ e .ro... PROJECT OR DEVELOPMENT NAME: ADDRESS: \{:,\l rno-.r·l ~ A\fe.. S PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: CITY: ZIP: 'R € " -\--c:.v, °l'i?OS5 TELEPHONE NUMBER: 1-\ ;:} .s -.,J.c) '6 -'f33_::;. KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) NAME: EXISTING LAND USE(S): COMPANY (if applicable): PROPOSED LAND USE(S): ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: CITY: ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): TELEPHONE NUMBER EXISTING ZONING: CONTACT PERSON PROPOSED ZONING (if applicable): NAME: SITE AREA (in square feet): SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE GOMPA~~,{ii/lP,l;)~able): •' .~-.E'> ,,..._ -.. 4" DEDICATED: SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: l ,--.;/,' ADGBES : !l : I~ ,UTOM t :· \ .... : PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ':.; .. "'·---""~···"''" :-~ i ZIP: CITY:-:., .. -,.-......... r .,,, ... , ,, .,,,,,,,; ..... ~-· ACRE (if applicable): NUMBER OF PROPOSED LOTS (if applicable): TELEPHONE NUMBER AND E-MAIL ADDRESS: NUMBER OF NEW DWELLING UNITS (if applicable): Q:web/pw/devserv/forms/planning/masterapp.doc 07/28/05 PR ECT INFORMATION (conth d) NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (ii applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): o AQUIFER PROTECTION AREA ONE D AQUIFER PROTECTION AREA TWO D FLOOD HAZARD AREA o GEOLOGIC HAZARD D HABITAT CONSERVATION D SHORELINE STREAMS AND LAKES D WETLANDS LEGAL DESCRIPTION OF PROPERTY ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. (Attach legal descrictlon on separate sheet with the followina information included) SITUATE IN THE QUARTER OF SECTION _,TOWNSHIP_, RANGE_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. 3. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) , declare that I am (please check one) _ the current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. I certify that I know or have satislactory evidence that Dta:.seA A >,J .... ~ o:,\ signed this instrument and acknowledged It to be his/her/their free and voluntary act for the 1 C\. A uses and purposes mentioned in the instrument " IU a,lJJ ,e,., (Signature of Owner/Representative) (Signature of Owner/Representative) Q:web/pw/devserv/forrns/planning/masterapp.doc Notaly Public in and for the State of Washington C n <A..:> 6_ il A,/C.R.<!. N Notary (Print)_,,D=''-=----------- My appointment expires: __ l o-l,a'-"~-/_o=-...,,,8.,_ ___ _ 2 07n8/05 PROJECT PRE-APPLICATION COMMENTS Foster Short Plat 1916 Talbot Road S PRE 05-120 DATE: September 22, 2005@ 2:00 p.m. STAFF COMMENTS: FIRE PREVENTION -Jim Gray PUBLIC WORKS/UTILITIES-Arneta Henninger CONSTRUCTION SERVICES -Larry Meckling Demolition permit would be required PLANNING/ZONING -Nancy Weil SUPPLEMENTAL INFORMATION: ZONING MAP SITE AERIAL W AIYER SHEET - DATE: TO: FROM: SUBJECT: FIRE DEPARTMENT MEMORANDUM September 9, 2005 Nancy Weil, Senior Planner . 0 p James Gray, Assistant Fire Marshalf\ / X{. Foster Short Plat, 1916 Talbot Rd. s\J Fire Department Comments: I. 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. A~ Ttl.6' k. is L'°' ,~ . -· . t ~ _,{ I.,_~ ~ 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 wide paved roadway. fol.,,<. f"'f',fu"( ~I .._,·,oe. 4. All building addresses shall be visible from a public street. Please feel free to contact me if you have any questions. lZ~ i:\plat2.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM September 16, 2005 Nancy Weil Amela Henninger X7298 FOSTER 3 LOTS SHORT PLAT PREAPPLICATION 05-120 1916 TALBOT RDS NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN TIDS REPORT: The following 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 changes required by the City or made by the applicant. I have reviewed the preapplication for this 3 lot short plat located in Section 19-23-5 and have the following comments: WATER: • This site is served by the City of Renton water and is located in the 350 Water Pressure Zone. The static pressure at the street is approximately 66 psi. Pressure reducing valves are required to be installed on domestic water meters exceeding 75 psi. • Fire hydrants are to be located within 300 feet of each structure. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and ~hall be located within 300 feet of the structure. !f 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. This distance is measured along a travel route. • In order to meet the fire flow requirements this project will be required to install an additional fire hydrant off the existing 12" watermain located in Talbot Rd S. See City of Renton water drawing W1997 for detailed engineering plans.'--. "O.:I.. • This site is not located in the Aquifer Protection Zone. • Water System Development Charges of $1525 per each new lot will be required for this project. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. t ~ {TTU,w. ~ t112G 5/(<;,)~ #12. .. Foster ShPI Preapplication 1916 Talbot Rd S SANITARY SEWER: • A sanitary sewer main extension is not required for this project. • • There is an existing 8" sanitary sewer main located in Talbot Rd S . (, ,, l_ndividual ,;;de sewers need to be installed to serve the new individual lots. Dual sidesewers are not allowed. • The applicant is responsible for securing all necessary private sanitary sewer easements prior to the recording of the short plat. • System Development Charges of $900 per each new lot are required. The Development Charges are collected .as part of the construction permit. STORM DRAINAGE: • There are storm facilities to the north in Talbot Rd S. • A storm drainage report shall be submitted. A storm drainage content list is attached. The storm drainage report for the site and both street frontages shall be addressed in compliance with the 1990 King County Surface Water drainage manual. - • The Surface Water System Development Charges of $715 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. STREET IMPROVEMENTS: • • • • • Per City of Renton code projects that are 2-4 residential lots in size are required to ~ install half pavement width per standard plus a minimum 10 feet along the full frontage }' .1J i/ of the parcel being developed if not existing. ~vu " C, \ ,JV 0~ (NV) ,· .· \ b. The project shall install curb, gutter and sidewalk on the project side. ;\ . \v Street lighting is not required to be installed for a 3 lot short plat. All new electrical, phone and cable services to the plat must be undergrounded . Construction of these franchise utilities must be inspected and approved by a City of Renton public works inspector prior to recording of the short plat. i-:>u IJ.N>'l~"" The Traffic Mitigation Fee of approximately $750 per each new lot shall be paid prior to the recording of the short plat. R. a. u..:J. GENERAL: • Submit a conceptual utility plan with the formal application. If you have any questions call me at 430-7298. Foster SbPI Preapplication 1916 Talbot Rd S • All projects need to be tied to a minimum of two of the City of Renton current Horizontal and Vertical Control network. I J • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the' estimated construction costs; 4% of anything over $100,000 but less than $200,000, · and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued.I There may be additional fees for water service related expenses. See Drafting, Standards. cc:: Kayren ' DATE: TO: CITY OF RENTON Planning/Building/Public Works MEMORANDUM September 22, 2005 Pre-Application File No. 05-120 FROM: Nancy Weil, Senior Planner, 425-430-7270 SUBJECT: Foster Short Plat 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 and/or 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 $50.00, plus tax, from the Finance Division on the first floor of City Hall or the City website at www.ci.renton.wa.us Project Proposal: The subject property is located on the east side of Talbot Road S, south of Burnett Avenue S, addressed as 2432 (parcel number 7222000125). The proposal is to remove the existing single-family dwelling and divide the site into 3 lots for the eventual construction of detached single-family residences. Accordin · c ecords the site is 0.46 acres. Access would be provided directly off o~~ 1 1~~t RrNJd S ~or eac t. The site abuts a city park to the north and east. The site may cont · oa 1ne azards. Zoning/Density Requirements: The subject property is located within the Residential -8 dwelling units per acre (R-8) zoning designation. ' The density range required in the B:llzone would be a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (du/ac). The method of calculating net density has been revised in the new code and is as follows: A calculation of the number of housing units and/or lots that would be allowed on a property after critical areas and public rights-of-way and legally recorded private access easements are subtracted from the gross area (gross acres minus streets and critical areas multiplied by allowable housing units per acre). Required critical area buffers and public and private alleys shall not be subtracted from gross acres for the purpose of net density calculations. The site does not appear to contain area to be deducted for critical area or private easement. It may be required deduction for dedicated public right-of-way along Talbot Road S, please reference Public Works comments. Based on the density worksheet provided with the pre-application information, the proposed 3 lots would meet density of R-8. The approximate gross square footage of the site is 20,250. With no required deductions, the Foster Short Plat September 22, 2005 Pre.Application Meeting Page 2 of4 proposal for 3 units on the approximate net 20,250 square foot (0.46-acre) site would arrive at a net density of 6.5 du/ac -which is within the allowed density range for the R-8 zoning. NOTE: if any public road dedication is required for improvements along Talbot Road S, that square footage must be deducted from the density calculation. Applicant must provide a complete and accurate density worksheet as part of the land use application. Development Standards: The R-8 zone permits one residential structure per lot. Detached accessory structures are permitted at a maximum of two per lot at 720 square feet each in size, or one per lot at 1,000 square feet in size. Minimum Lot Size. Width and Depth -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 R-8 zone requires a minimum lot width of 50 feet for interior lots and 60 feet for corner lots. A minimum lot depth of 65 feet is also required. ~.:s The pipestem Lot 2 is shown with a 60-foot depth, 65 feel is required as the code designated.~\:- the front of pipestem lots to be orientated towards the access side. By code definition, lot •/JI, . width shall be considered to be the average distance between the sidelines connecting front ~ ';"' I and rear lot lines, except for pipestem lots. The applicant shall include all lot calculations and ..J,.l.o;.., '\o dimensions with the land use application. -(!I 'I,~·<> The site is less than 1 acre thus requiring 5,000 sq ft. Public and private access 1 easements are deducted from lot size. One pipestem lot is proposed (Lot 2). City code S ,Suµu requires the pipestem portion of the lot to be deducted from the lot area. Additionally,0 ~ the pipestem shall not exceed 150 feet in length and not be less than 20 feet in width. ~~ A_,i~ Currently, the proposal shows a 12-foot width. With the proposed layout, staff would R.OJu<.t:. /iol'I require Lots 1 and 2 to share an access easement in order to reduce the number of ~ (o&P''") curb cuts. As depicted on the submitted plan shows Lot 1 (5,750 sq ft), Lot 2 (6,810 sq ft) Mfa': 1 ~ and Lot 3 (7,690 sq ft) tA1..,'-. ) Based on the 150-foot lot width, it appears the parcel could be divided into three lots , /, · directly fronting the public street. Staff would recommend the layout of the lots to be0 rli~ .. , revised to orient each lot with 50-foot width fronting Talbot Road 5. {ipo /?'. / Building Standards -The R-8 zone would allow a maximum building coverage of 35o/c.o of the (.)~-/J/ lot area or 2,500 square feet, whichever is greater for lots 5,000 square feet in size or i greater. Lots less than 5,000 square feet in size would permit a maximum building cqverage 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. Setbacks -Setbacks are the minimum distance required between the building footprint and the property line or private access easement. Setbacks are taken from the private easement line rather than property line on applicable lots. The required setbacks 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 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. Proposed Lot 2 would be required to meet front yard setback from the west property/ line. 05·120 Foster SHPL (R·8, 3 lots).doc\ Foster Short Plat September 22, 2005 Pre·Appllcation Meeting Page 3 of 4 Access/Parking: The site includes street frontage on Talbot Road S, which may be required to be improved with full street improvements including curb, gutter, sidewalk and street lighting. Please reference Public Works comments. 1 I.., ~ .... Private driveways are allowed for access to no more than two lots not abutting a public right' 5' ,.,#1 of way. The City Code required minimum of 20-foot width and 12 feet of paving, unless 1,,.... Jl"'-f ,,.,. otherwise required by the Fire Department (please reference Fire's comments) D 1,..) Each lot is required to accommodate off street parking for a minimum of two vehicles per lot. vf-- ln addition, appropriate shared maintenance and access agreement/easements will be .ti required between lots with shared access. /v Addresses of lots along private streets/driveways are to be visible from the public street by provision of a sign stating all house numbers and are to be located at the intersection of the private street and the public street. Driveway Grades: The maximum driveway slopes cannot exceed fifteen percent (15%), provided that driveways exceeding eight percent (8%) are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance from the Board of Adjustment is required. Landscaping and Open Space: A conceptual landscape plan will be required with the / formal land use application. For plats abutting non-arterial public streets, the minimum off- site landscaping is a five (5 ft.) wide irrigated or drought resistant landscape strip provided that if there is additional undeveloped right-of-way in excess of 5 ft., this also must be landscaped. For plats abutting principal, minor or collector arterials, the width increases to 10 ft. unless otherwise determined by the reviewing official during the subdivision process. Tree requirements for plats include at least two (2) trees of a City approved species with a _,-, minimum caliper of 1 1/2 inches per tree must be planted in the front yard or planting strip of every lot prior to building occupancy. Sensitive Areas: Based on the City's Critical Areas Maps, it appears this site may be impacted by a Geologic Hazard -Moderate Coal Mine Hazard (CM) Area. If a coalmine ,/ hazard is present on-site or abutting within 200 feet, geotechnical studies by qualified professional shall be required. Coalmine Hazard does not trigger Environmental Review. 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 as guidelines for design of proposed site: > 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. Policy LU-148. A minimum Jot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and driveway easements, except alley easements. Policy LU-150. Required setbacks should exclude public or private legal access areas, established through or to a lot, and parking areas. 05·120 Foster SHPL (R·8, 3 lots).doc\ Foster Short Plat September 22, 2005 Pre-Application Meeting Page 4 of 4 Policy LU-154. Interpret development standards to support new plats and infill project designs incorporating street locations, lot configurations, and building envelops that address privacy and quality of life for existing residents. Environmental Review: At this time, it does not appear the site would require SEPA review. / However, if critical areas are indicated on the site SEPA review may be 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. If the proposal is 4 lots or less which requires Administrative Short Plat, the Administrator may determine there are sufficient concerns to warrant a public hearing, and refer the short plat to the Hearing Examiner (RMC 4-7-0?0H.5). Permit Requirements: Short plats of four or less lots are processed administratively within an estimated time frame of 6 to 8 weeks for preliminary approval. The land use process would be completed within an estimated time frame of 6 to 8 weeks for preliminary short plat approval. The application fee is $1,000.00 for Short Plat {additional $500.00 fee if SEPA review is required). The mailing label required for notification to surrounding property owners v' within 300 feet of the site are provided by the City of Renton. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal is provided in the attached handouts. Once preliminary approval is received, the applicant must complete the required v improvements and satisfy any conditions of the preliminary approval before the plat can be recorded. The newly created lots may be sold only after the plat has been recorded. 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 attributed to the project; • A Fire Mitigation Fee based on $488.00 per each new single-family residence. A handout listing all of the City's Development related fees in attached for your review. cc: Jennifer Henning 05-120 Foster SHPL (R-8, 3 lots).doc\ V DEVELOPMENT SERVICES DIVISIOt. WAIVER OF SUBMIITAL REQUIREMENTS FOR LAND USE APPLICATIONS ·. 414NJ:> 9~~ g~!l!l11?!!@t,M1ttjt ) ........ . . . ltE;Q!!/16l;MElJfl§fo ... WAIVED MobiFietF. ·sv:· .. ·•••· t Rxft···· .. Wireless: Applicant Agreement Statement 2 ANo 3 Inventory of Existing Sttes 2 ANO 3 Lease Agreement, Draft 2 ANO 3 Map of Existing Site Condttions 2 ANO s Map of View Area 2 AND s Photosimulations 2 AND 3 This requirement may be waived by: 1 . Property Services Section 2. Public Works Plan Review Section 3. Building Section PROJECT NAME: -'Ee~Jc...:_V-!._::'.t------':'.J>h~&i~+-'-----L6-'=-7M-_;____ DATE: __ ,Z-=.L_/_,'f'L..-L5b_u.&::__----- 4. Development Planning Section O:\WEB\PW\OEVSERV\Forms\Planning\waiver.xls 07/2912005 r'1r=1,~L DEVELOPMENT SERVICES DIVISION . . -C?Pft1§1';1:f PLAN 1 ,,, WAIVER OF SUBMITTAL REQUIREMENTS r=,vroM/li,,,G FOR LAND USE APPLICATIONS AP;; -5 2006 Av~ kL\iflVED ..... .....• ~ffll!ffl!i!l!i:l.8Ml'.lt$UlilMmTIJJ t . ,... WANEl)> MODIFIED <·•···.t.·.>••1•·•:?.•.r•r•••••··aeoiiasNtimsri r·•···1 t\ ·• Li uv; •·· I 1. ai~I tI Calculations , Map of Existing Site Conditions• ii!iiai,l!felJl:1111 illli!i;;IJ 11 Monument Cards (one per monument), This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section Q;\WEBIPWIDEVSERV\Forms\Planninglwaiver.xls PROJECT NAME: ~ u}ffri-f(o.:/t- DATE: _-Z--~f_e.~ti=6--~ 07/29/2005 DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. JO; 15'0 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/ine 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: ____ square feet ____ square feet ____ square feet -~~~--square feet 3 .. ~ 0 ,.1 2 5" 0 square feet 4. O · 4 t rtf acres 5. units/lots ------ 6. Divide line 5 by line 4 for net density: a.C.fS = 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. Q:\WEB\PW\DEVSERV\Fonns\Planning\density.doc Last updated: ll/08/2004 1 Project Narrative: Foster Short Plat 1916 Talbot Road South Renton, WA 98055-4229 Pre-Application# PRE 05-120 • Project name, size and location of site Foster Short Plat 1916 Talbot Road South Renton, WA 98055-4429 • Land use permits required for proposed project Clearing and Grading permit. • Zoning designation of the site and adjacent properties R-8 • Current use of the site and any existing improvements The Current site contains a single family residence with no out buildings. • Special site features (i.e. wetlands, water bodies, steep slopes) There are no special features on this site (wetlands, water bodies, steep slopes etc.). • Statement addressing soil type and drainage conditions Soil type Vashon glacial till (QVT). Roof and other impermeable areas will be collected in a swale along the proposed buildings and discharged into the roadside ditch. On-site soils are not suitable for infiltration. • Proposed use of the property and scope of the proposed development The proposed property will be divided into three build able single family lots along with associated utilities and improvements. • For plats indicate the proposed number, net density and range of sizes (net lot area) of the new lots This is a thee lot Short Plat. Net density is 6.45 per acre. Net lot area 4.6487 acres. Lot 1 5,578 sq. ft., 0. 13 acres Lot 2 5,6778 sq. ft., 0.16 acres Lot 37,981 sq. ft., 0.18 P:\2005105123 Foster SP\Text\Applications\Project Narrative.doc 3/27/2006 Page 2 of 3 • Access All access will be from the on the fronting street of Talbot Road South. • Proposed off-site improvements (i.e. installation of sidewalks, fire hydrants, sewer main, etc.) The developer proposes to install the total of 15' of asphalt from the right-of-way centerline (per City of Renton Traffic). The required curb, gutter and 5' sidewalk is proposed to be deferred at this time and the developer will contribute to the general fund. He will also regrade and line an existing drainage swale on the development side of Talbot S. • Total estimated construction cost and estimated fair market value of the proposed project Preliminary total construction costs will be between 300-500 thousand dollars. Depending on final building selection. Fair market value including the value of the property will be in the range of 700-900 thousand dollars. • Estimated quantities and type of materials involved if any fill or excavation is proposed Excavation and fill will be balanced on the project site. The site is basically flat. A small amount of material will be moved around the site for final grading. • Number, type and size of any trees to be removed Three 8" existing hemlock trees are planed to be removed during construction. These trees have been limbed on the house side and will not stand with the house removed. Also 2-10" hemlocks need to be removed for constructability. We propose to keep 4" hemlock, 10" hawthorn and an 8"-cherry. • Explanation of any land to be dedicated to the City No land is anticipated to be dedicated to City. • Any proposed job shacks, sales trailers, and/or model homes No proposed shacks, sales trailers or model homes are proposed for this project site. • Any proposed modifications being requested (include written justification) We are requesting a variance on minimum lot widths. We have requested a deferral for curb, gutter and sidewalk improvements. P:12005105123 Foster SP\Text\Applications\Project Narrative.doc 3/28/2006 Page 3 of 3 \ Variance Request: Foster Short Plat 1916 Talbot Road South Renton, WA 98055-4229 Pre-Application# PRE 05-120 The property was originally platted by Renton Co-Operative Coal Company's Acre Tracts. During subsequent Land use actions the property as it is today was intended to be 150' wide and the frontage would follow the skew of Talbot road. During the course of time and with the advanced technical improvements of survey instruments the parcel is surveyed to 149.97' instead of the intended 150'. This would result in short platting three lots to a width of 49.99' instead of the 50' width required by city Land Use code. The alternative lot configuration of the short plat would be additional access needing to be built and a reconfiguration of the lots and sizes. The alternative would put an undue hardship on the property owner with extra costs, reduced lot size additional water quality and drainage considerations. The proposed configuration would fit with the existing neighborhood residences facing and being served by their fronting street. The proposed lot configuration would be an asset to surrounding properties. P:\2005\05123 Foster SP\TextlApplications\Variance.doc 3/27/2006 Construction Mitigation Description: Foster Short Plat 1916 Talbot Road South Renton, WA 98055-4229 Pre-Application# PRE 05-120 s Proposed Construction Dates (Begin and end dates). Based on City of Renton approval. Construction to start in July 2006. Site grading, utilities, site improvements and frontage improvements end in September. On-site construction shall be market driven. s Hours of operation. Operation hours will be normal business hours 8:00 am to 6:00 pm. s Proposed Hauling/transportation routes. The site will balance. There will not be any on-site or off-site grading hauls. The only materials needed for construction will in hauled in as needed. Due to the intermittent need for materials no routes have been designated. s Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise and other noxious characteristics. No extreme measures will be implemented for this project. The site will have required BMP"s per DOE and the city of Renton standards provided in a Erosion Control Plan. s Any special hours proposed for construction or hauling (i.e. weekends, late nights). No special hours are being requested at this time. s Preliminary Traffic Control Plan A Traffic Control Plan will be supplied by the contractor prior to constructing frontage improvements. P:12005105123 Foster SP\Text\Applications\Construction Mitigation.doc 3/2812006 Page 2 of 2 ' LandAmerica Commonwealth Patrick Anardi PO Box 58233 Renton, WA 98058 REFERENCE NO: Plat Certificate/ Order No.: 20214969 Liability: Charge: Tax: Total: SUBDIVISION GUARANTEE 14450 N.E. 29th Pl., #200 Bellevue, WA 98007 Phone: 425-451-7301 800-441-7701 Of:1/£~.' ~-425-646-3513 ; ., ·,, '·-IV' :-. $10,000.00 $ 350.00 $ 30.80 $ 380.80 Subject to the Exclusions from Coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Guarantee, and subject to the further exclusion and limitation that no guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. Commonwealth Land Title Insurance Company a corporation herein called the Company, GUARANTEES the Assured named in Schedule A against actual monetary loss or damage not exceeding the liability amount stated herein which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. Dated: February 24, 2006 Commonwealth Land Title Insurance Company By1-----L£y~ ''-Jt.~._n,JJ~· ./1~, O~) _ ~hor1zed sWure Subdivision Guarantee GNT004 Page 1 of 4 ' Order No.: 20214969 SCHEDULE A 1. Name of Assured: Patrick Anardi 2. Date of Guarantee: February 24, 2006 3. The assurances referred to on the face page hereof are: a. That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See Exhibit A attached hereto. b. Title to the estate or interest in the land is vested in: Pat Anardi and Debra Anardi, husband and wife c. The estate or interest in the land which is covered by this Guarantee is: A fee simple estate Subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. (A) UNPATENTED MINING CLAIMS; (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C) INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING, BUT NOT LIMITED TO, EASEMENTS OR EQUITABLE SERVITUDES; OR, (D) WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT THE MATIERS EXCEPTED UNDER (A), (B), (CJ OR (D) ARE SHOWN BY THE PUBLIC RECORDS. 2. GENERAL PROPERTY TAXES AND SERVICE CHARGES, AS FOLLOWS, TOGETHER WITH INTEREST, PENALTY AND STATUTORY FORECLOSURE COSTS, IF ANY, AFTER DELINQUENCY: (1ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: YEAR 2006 722200 0125 BILLED PAID $1,462.28 $0.00 BALANCE $1,462.28 TOTAL AMOUNT DUE, NOT INCLUDING INTEREST AND PENALTY: $1,462.28. LEVY CODE: ASSESSED VALUE LAND: ASSESSED VALUE IMPROVEMENTS: 210 $120,000 $1,000 3. NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: CITY OF RENTON RECORDED: APRIL 19, 1982 RECORDING NO.: 8204190336 Subdivision Guarantee Page 2 of 4 GNT004 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON PUBLJC UTILITIES A PORTION OF SAID PREMISES MAY 31, 1979 7905311019 5. RESERVATIONS OF ALL COAL AND MINERALS. RECORDED: RECORDING NO.: MARCH 28, 1906 384789 Order No20214969 NOTE 1: THE LIABILITY AMOUNT WHICH APPEARS ON SCHEDULE A HEREIN IS A MINIMUM BECAUSE NO SPECIFIC LJABILJTY AMOUNT WAS REQUESTED AT THE TIME THE TITLE ORDER WAS PLACED. PLEASE CONTACT YOUR TITLE OFFICER IF A GREATER LIABILITY IS REQUIRED FOR WHICH AN ADDITIONAL FEE MAY BE CHARGED. NOTE 2: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: A SINGLE FAMILY RESIDENCE KNOWN AS: 1916 TALBOT ROAD SOUTH RENTON, WA 98055 NOTE 3: WHEN SENDING DOCUMENTS FOR RECORDING, VIA U.S. MAIL OR SPECIAL COURIER SERVICE, PLEASE SEND TO THE FOLLOWING ADDRESS, UNLESS SPECIFIC ARRANGEMENTS HAVE BEEN MADE WITH YOUR TITLE UNIT: COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND 1501 -4TH AVENUE, SUITE 308 SEATTLE, WA 98101 ATTN: RECORDING DEPT. COMMONWEALTH PRE-ADDRESSED ENVELOPES MAY STILL BE USED WHEN SENDING DOCUMENTS VIA TDS (TITLE DELIVERY SERVICE} TO THE ADDRESS ON THE FACE OF THE COMMITMENT COVER PAGE OR TO THE ABOVE ADDRESS. JES Enclosures: Sketch Vesting Deed Paragraphs all recorded encumbrances Subdivision Guarantee GNT004 Page 3 of 4 Order No.: 20214969 EXHIBIT "A" LOT 22 OF RENTON CO-OP COAL COMPANY'S ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGE 27, RECORDS OF KING COUNTY AUDITOR; EXCEPT THE EAST 191.53 FEET. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. THIS SKETCH IS PROVIDED, WITHOUT CHARGE, FOR YOUR INFORMATION. IT IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO THE PROPERTY INCLUDING, BUT NOT LIMITED TO, AREA, DIMENSIONS, EASEMENTS, ENCROACHMENTS OR LOCATIONS OF BOUNDARIES. IT IS NOT A PART OF, NOR DOES IT MODIFY. THE COMMITMENT OR POLICY TO WHICH IT IS ATTACHED. THE COMPANY ASSUMES NO LIABILITY FOR ANY MATTER RELATED TO THIS SKETCH.UNLESS SUCH COVERAGE IS SPECIFICALLY PROVIDED BY THE COVERED RISKS OF THE POLICY. REFERENCE SHOULD BE MADE TO AN ACCURATE SURVEY FOR FURTHER INFORMATION. TOWNSHIP: 23N RANGE: 05E il I. 1iiH, ST~ --,, "' 02 ,efj C I. 1JB 0,6B1 .,., """ OB:l ll rON ORO l.547 5C r' ~. PC# . AG" . •• "' -,,'1-~ ~ C 092 ' ~\.I>-~. Pol3 di ...:L ,, •• ' -<t,f ' I. ,., 20 l. ooO AC TCO 17-12:!7 , 0 .,1--H---------I -,n,1-~ ,, 31 ,(1,'1,¥> 19 FIELINOUISH~ENT 1 COl.t4T'I' ,: c' 1 .3Sl5 3 8 .2B 30 " ~ .. 1 .0215 AC 27000,11 ~ ""' ..., p' ,,,1J:i'' ,::, e5SO S"' ''" :{1-t ,(1;.:, o 8~50 S t4 0142. c' ./J:.'t, Ill 0 g3715 sf' ' ' I ' ' I r----,~.,,l,~.---,-----,mr~O!D=..it------------------:~; ll21SO s I cf ... 1.000 AC ,,J C • 322M SF ... " ' SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Excepl lo the utent that specific assuranc:H are provided In Schedule A of this Guarantea, the Company a.;sumas no llablllty kif' loss or damage by ruson of the following: (a) Defects, liens. encumbrances, adYE1rse daims or other matters against the title, whether or nol shown by lhe public r&COl'ds. (b) {1) Taxes or assessments of any taxing authorily thal levies laxes or assessmerits on real property; or, (2) Proceedings by a public agency which may result in taxes or assessmenls, or notices of such proceedings, whether or not the matters excluded under {1) or (2) are shown by lhe re(;t)rdS of the taxing authority or by the public records. (c) (1) Unpalenled mining claims; (2) reservations or exceptions in patents or in Acts aulhorlzlng the issuance thereof: (3) water rights, claims or tide lo water, whether or not the matters excluded under (1 ), (2) or (3) are shown by the public records. 2. Notwithstanding any specific aHuJilncH which are provided ln Sch&dula A of this Guarantee, the Compan1 assumes no l1abl11ty for 1oss or damage by reason of the following: (a) Defects, llens, encumbrances, adverse claims or other matters affecting the tiUe to any property beyond lhe Noes of the land &IIPressly described in the (lescriptioo sel forth In Sche(lule (A), (C) or in Part 2 of this Guarantee, or tiUe to streets, roads, avenues, lanes. ways or wale,ways lo which sud, land abuts, or the right 10 maintain therein vaults, tunnels, ramps or any structure or improvements, or any rights or tt8$tlments therein, unless such property, rights or easements are ei1Pressly and specifically set forth in said description. (b) Defects. liens, ef!cumbrances, aOver.ie claims or other matters, whether oc not shown b)' the pubHc records; (1) which are createO, surfered, assumed or agreed to by one or more of the Assureds; (2) which resull In no loss lo the Assured; or (3) which do not result in lhe inva~dity or polenlial invalidity of any Judicial or non-judicial proceeding which is within the scope and purpose of lhe assurances provided. (c) The identity of any party shown or referred lo in ScheOule A. (d) The validity, legal effed or priority of any matter shown or referred lo in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the WAssured": Iha party or paities named as the Assured in !his Guarantee, or on a supplement.ii writing e1CeC\Jled by Iha Company. (b) •1ano·: lhe land Oesaibed or refem,d lo in Sche(lule (A), (C) or in Part 2, and improvemet1ts affixed thereto which by law constitute real property. The term "lano• does nol indude any property beyond the Mnes of Iha area described or referred lo In Schedule (A), (C) or In Part 2. nor any right, lille, interest, aslate or easement in abutting slreels, roaOs, avet1ues, aleys, lanes, ways or waterways. (c) •mortgage": morlgage, deed of trust, trust deed. or other security Instrument. (d) ·public records": records aslabished under slate statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating lo real property lo purchasers for Yalue and withoUI knowledge. (e) ·oate": the erfectiYe dale. ::Z. Notice of Claim to be Givan by AHured Claimant. An Assured shal notify the Company promptly In wriling in case knowledge shall come lo an Assured hereunder of any daim of 1itle or interest which ls adverse lo the title to the es1a1e or interest, as slated herein, and which might cause loss or damage for which lhe Company may be liable by virtue of lhis Guaranltte. If prompt notice shall not be given lo the Company, thel1 all liablllty of Iha Company shall lermlnate wilh regard to Che matiet" or matters for which prompt notice is requireO: provided, however, that failure to notify lhe Company shal ir1 no case prejudice the rights of any Assured under this Guarantee unless the Company shab be prejudiced by the failure and then only 1o the extenl of the prei,Jdlce. 3. No Duty to Defend or Prosecute. The Company shal have no duly to defend or prosecute any action or proceeding to Ymich !he Assured is a party, notwithslanding the nature of any allegation in such .iclion or proceeding. 4, Company's Option to Defend or Prosecute Actions; Duty of AssureO Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in P.iragraph 3 above: (a) The Coflllany shall have the right, al its sole option and cosl, to institute and prosecute any action or proceeding, Interpose a defense. as timiled in (b), or to do any olher ad which in lts opinloo may be necessary or desirable lo es1ablish the liUe to the estate or Interest as sli:lted herein, or lo establish the lien rights of the Assured, or lo prevent or reduce loss or damage lo the Assured. The Company may lake any appropriale action under the terms of this Guarantee. whether or not it shall be liable hereunder, and shall not thereby concede liabihty or waive any provision of this Guarantee. If the Collllany shall e:i:ercise its rights unOer lhis paragraph, it shall (lo so diligenUy. (b) If the Company elects lo exercise ils options as stated In Paragraph 4(a) the Company shall have the right lo select counsel of ils choice (subject 10 the right of such Assure(! lo object for reasonable cause) to represenl the Assured and shall not be liable for and will not pay Iha fees of any other counsel, nor will the Company pay any lees, costs or expenses incurred by an Assured in the defense of those causes of adion which aftege matters nol covered by this Guarantee. (c) Whenever the Company shall have brought an action or inlerposed .i defense as permilled by the provisions of \his Guaranlee, the Company may pursue any liligaUon to final determinalion by a court of COITJletenl jurisdiction and expressly reserves the righl, in its sole discrelion, to appeal from an adverse judgment or order. (d) in all cases where lhis Guarantee permits the Company lo prosecute or provide for the defense of any action or proceeding, an Assured shaH secure to the CofTl)&ny the right to so prosecole or proviOe for lhe defense of any action or proceeding, and all appeals therein, and permit the Collllany 10 use, at its option, the name of such AssureO ror this purpose. Whenever reQuested by the Company, an Assured, al lhe Company's e)Q)8nse, shall give lhe Comp.iny al! reasonable aiO In any action or proceeding, securing eviOence, obtaining witnesses, prosecuting or defending the action or la'A.ful act Which in the opinion CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) of the Company may be necessary or desirable 10 establsh the 1iUe 10 the estate or interest as stated herein. or lo eslabllsh the lien rights of Ille Assured. lf the Company la prejldiced by 1he failure of the Assure<l \o furnish the required cooperaUon, the Collllany's obligations lo the Assured unO« the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition lo and after the notices required under Section 2 of these Conditions and Stipul.i~ons have been provided lo the Company, a proof of loss or damage signed and sworn lo by lhe Assured shall be furnished to the Company within ninety {90) days after the Assured shall ascertain the facts giving rise lo the loss or damagi,. The proof of loss or (lamage shall describe the matters covered by lhis Guaranlee which conslilule the basis of loss or damage and shall slate, to the extenl possible, the basis ol calculalilg the amount of the loss or damage. If the Company Is prejUdiced by the faHure of the Assured lo provide the reQuired proof of loss or damage, the Coirpany's obllgadon to such assured undi,r lhe Guaranlee shaB lermina\e. In aclciition, the Assured may reasonably be reQuired to submit to eJCaminalion under oath by any authorized representative of the Company and shall pro<luce for examination, inspection and copying, al such reasonable limes and places as may be designated by any authorized representative of lhe Company, an records. books, ledgers. checks, correspondence ancl memoranda, whether bearing a Oate before or after Dale of Guar8l1tee, which reasonably pertain lo the loss or damage. Further, if r8QUes1ed by any aulh:irized representadve of the Company, Iha Assured shall grant ils permission, In wriling, for any aulhorized representative of the Corrpany to e1Camine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda In the wstody or control of a lhird party, which reasonably pertain io lhe loss or Oarnage. All inform.iUon Oesignated as confidendal by the Assured provided lo the Company pursuan1 lo this Section shall nol be disclosed lo others unless, in the reasonable judgment of lhe Company, ii is necessary In Iha admlnistralion of the claim. Failure of the Assured to submit for e)(8minatlon under oath, produce other reasonably requesleO information or grant permission lo secure reasonably necessary information from thirO parties es reQuired in the above paragraph, unless prohibited by law or govemmenlal regulaUon, shall tenninate any liability of the Company under this Guarantee to the Assured for that daim. 6. OpUona lo Pay or Otherwise Settle Claims: T11m1lnatlon of Llablllty. In case of a claim unOer this Guarantee. the Company shall have the following a(lditional options: (a) To Pay or Tender Payment of the Amount or Liability or to Purchase Iha Indebtedness. The Corrpany shall have Iha oplion lo pay or selUe or compromise for or in the name of the Assured any claim which coul(I result In loss to the AssureO within the cover.ige of this Guarantee, or lo pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holdi,r of a mortgage or a lien holder, the Company shall have the option lo purchase the indebledness secured by saiO mortgage or said lien for the amounl owing thereon, togelher with any costs, reasonable attorneys' fees and expenses Incurred by the Assured daimanl which we«1 authorized by the Company up to the time of purchase. Such purchase, payment or lender of paymen1 of the fuH amount of the Guarantee sh.ill terminate ell liability of1he Ccmpany hereunder. In the eventaHer nolice of claim has been given lo the Company by the Assured the Company oilers lo purchase said indebte(lness, lhe owner of such indebtedness shall transfer and assign said indebtedness, together with any coflateral seetJrily, lo lhe Company upon payment or the purchase price, Upon the exercise by 1he Company of the option provided for in Paragraph (a) the CofTl)&ny's obligation to !he Assured under !his Guarantee for the claimed loss or damage, other than 10 make the payment required in that paragraph, shall termlnale. Including any obligatioo lo continue the defense or prosecution of any IIUgalion for which the Company has exercised its opUons under Paragraph 4, and the Guarantee shall be surrendered lo the Company for cancellation. (b) To Pay or Otherwise Setue With Parties Other Than the Assured or With the Assured Clalmant. To pay or otherwise selUe with other parties for or in the name of an Assured claimant any claim assured agalnsl under this Guarantee, togelher with any costs, attorneys' fees an(I expenses incurred b)' the Assured claimant which were authorized by the Company up lo the time of payment and which the Company Is obligated lo pay. Upon the e1C8rclse by the Company of the oplion provided for in Paragraph (b) the Company's obligalion to the Assured under this Guarantee for lhe claimed loss or damage, other than lo make the payment r8Quired in that paragraph shalt terminate, lflduding any obligalion to conlinue the defense or prosecution of any litigation for which the company has exercised its options under Paragraph 4. 7. Delermlnatlon and Extenl of Llablltty. This Guaranlee Is a contract of lndermity against actual monetary loss or damage sus1alned or ilcurred by !he Assl6ed daiman1 who has suffered loss or d.image by reason of reliance upon the assurances set forth In this Guaranlea and only lo the extent herein described, and subjeci lo Iha Exclusions From Coverage of This Guarantee. The liability of the Company under this Guarantee to the Assured shaU not exceed the least of: {a} the amount of liability stated In Schedule A or in Part 2; (b) the amount of Iha unpaid principal indebtedness secured by the morlgage of an Assured mortgagee, as lhrited or provided under Section 6 of these Conditions and Stipulations or as reduceO undec Secllon 9 of these Conditions and StipUaUons, al the time the loss or damage assured againsl by this Guarantee occurs, together with Interest thereon: or (c) the difference between the value of the estale or interest covered hereby as stale(I herein and the value of the eslale or inlerest subject lo any defect, lien or encumbrance assured ag.iinsl by this Guarantee. 8. Limitation ofllablllty. (a) If the Company establishes the tiUe, or removes lhe .illeged defecl, lien or encumbrance, or CtJres a11y other matter assured against by this Guarantee in a reasonably diligent manner by any mi,thod, Including liligalion a11d lhe completion of any appeals therefrom, It shall have fully performed its obligalions wilh respect to lhal matter anO shall not be liabl1;1 for any loss or damage caused thereby. CONDITIONS AND STIPULATIONS CONTINUED (b) In the event of any litigation by lhe Company orwilh the Company's consent, the Corrpany shaU have no liability for loss or damage until Uiere has been a Final determination by a cour1 of competenl jurisdiction, and disposition of all appeals thererrom, adverse to the tlUe, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by lhe Assured In setUing any daim or suit without the prior written conS8fll of lhe Col"ll)any. 9. Reduction of Llablllty orT•nnlnatlon of Llablllty. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant lo Paragraph 4 shall reduce !he arrount of liability pro tanto. 1CL Payment of Lou, {a) No paymenl shall be made without producing this Guaranlee for endorsement of the paymenl unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished lo the satisfaclion or the Company. (b) When liability and U,e exlenl of loss or damage has been definilely fixed in accordance wilh these Conditions and Stipulations, lhe loss or damage shall be payable within thirty (30) days thereafter. 11. SubrogaUon Upon Payment or S•ttlemenL Whenever lhe Cof11)any sham have setUed and paid a daim under this Guarantee, all right of subrogation shall vesl in the Company unaffected by any ad of lhB Assured clalma,it The Company $hall be subrogaled lo and be entitled lo all rights and remedies which the Assured would have had against any pBr&on or property in respect to the daim had this Guarantee ,ioC been issued. If requesled by the Corrpany, the Assured shall lransfer to the Coll'1)any all rights and remedies againsl any person or property necessary In order to perfecl this righl of subrogallon. The Assured shall permit the Company to sue, compromise or setUe in the name of the Assured and lo use the name of the Assur!Kl in any transaction or litigation invoMng these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Co!lllany shall be subrogated lo all rights and remedies of the Assured after the Assured shal have recovered 11s principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, eiUier the Company or the Assured may demand arbitration pursuanl to the TIUe lf!surance Arbitration Rufes of lhe American Arbitration Association. Arbilrable matters may Include, but are no1 limited lo, any controversy or claim belween !he Company and the Assured arising out of or relating lo this Guarantee, any service of the Company in connection with Its issuance or the breach of a Guarantee provision or other obligation, All arbitrable matters when lhe Amount of Uabllily is $1.000,000 or less shall be Bfbilraled al the option of either !he Company or the Assured. All arbitrable maUtlrs when the amount of liability is In excess of S1 ,000.000 shaU be arbitrated only when agreed lo by both lne Company and the Assured. The Rules In effect el Dale of Guarantee shall be binding upon the parties. The award may indude attorneys' fees only if the laws of U,e stale in which the land is localed pennits a coun lo award attomeys' fees to a p!"evailing party. Judgmen1 upon the award rendered by the Art>itrator(s) may be entered In any cour1 having jurisdiction lhe'8of. The law of the situs of the land shall apply W an arbitration under lhe TiUe Insurance Arbitration Rules. A copy of the Rules may be oblained from the Company upon request. 13. Llablllty Llmlled to Thia Guarantee; Guarantee Entire Contract (a) This Guarantee together wilh all endorsemenls, if any, attached hereto by the Coll'1)any Is the entire Guarantee and cootracl between the Assured and the Company. In interpreting any provision of this Guarantee, this Guaran!ee shall be conslrued as a Whole.' (b) Any ciaim of loss or damage, whether or not based on negllgence, or any action asserting sud, dalm, shall be 19Slricted to this Guarantee. (c) No amendmenl or or endorsement lo this Guaranlee CBf1 be made except by a wriling endorsed hereon or attached hereto signed by either die President, a Vice President, lhe Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. Ali notices required to be given lhe ~any and any statement In writing required to be furnished the Company shaU indude the number of this Guarantee and shafl be addressed to: Consumer Affairs Department, P.O. Box 27567, Richmond, Virginia 23261-7567. CLTA Guarantee Conditions and Stipulations (Revised 12/15/95) .- N ,,, 0 <''•- ---,, .... I --------., ''\1iJ;}·,'G{\J;;;"':''G THIS INSTRUMENT, made this __ day of _________ .4"-P.,..'fr...-...,,_19 ; 520.11'6 . by and between WALTER Ml LLER and. ________ _,,:..;··· .. · -----u_,_. ________ R_1_c_H_A_R_D_A_}_II_1_,L_T_.e ______ and. ___________ ~_,,..,_,~_t_!_112~:~lJ~·'--~ JAMES A MILLER d ------------------~an·---------------~ --------------------'and·---------------~ hereinafter called "Grantor(s) ," and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee." WITNESSETH: Th::i+ ro,.-IA f:!""~"t.-...,(C'\ -Fnl" .::m.-1 in rnn<:irt,::i,r,:1:t.ion Of the SUm Of$ $1,r.,~, ,,.jl) on~·;;o:;~;d -~;i1-;;s·-~;d ·~aid by Grar.tee1 and other valuable consider.-tion·t ·do by these presents, grant, bargain, sell, convey, and warrant unto the sa,J Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: The south fifteen feet of the following described property: MAIN TRACT Tract 22 of the Renton Cooperative Coal Company's Acre Tracts Plat No, 2 as recorded in \'olume 9 of Plats, Page 27, Records of King County, Washington, Less the East 191,53 feet thereof; Said Main Tract deeded to Grantors by AF No. 7304060590. See attached V.XHIBIT '1A" 'I 1% EXCISE TAX NOT Rt By .,4,(f Together with a temporary construction easement described as: The north ten feet of the South twenty five feet of the above described Main Tract. King Co. Reco,c. t· ll / li:Jy;/ Said temporary construction easement shall remain in force during construc- tion and until such time as the utilities and appurtenances have been accepted •or the operation and maintenance by the Gr,ntee but not later than Dec. 3l,i980 If at such time in the future this easement is abandoned fo~-a period of five years, thG title to thjs easement will automatically revert to the grantors. If at such time In the fut11re tile C1.ty of Renton r.equirPs additional land or easements, it will se&k them from other parties prior ta approa<hing the ahove nam(.'d. UEd2-I •• I , . + J( ~ -+--- -. I .. ,. r"! '" Record at R:"::~st ot ( \ ! / I I i ; I _· \ I . ' I ' \ '; . " . I .) I . -. . . . , I/}, I 1-\, .. , '. , ' ( • . / I ' •. • ~ ._ . I . -) {., I~ \ .. '. ~·I 5. 19TII ST. I ---1 ---------, l-' ( t:I • l.{) t.J ~ TR 2 -LINE EXHIBIT HA~ ' / J' ·' _) Technical Information Report (Level One Downstream Analysis) Foster Short Plat for Mr. Pat Anardi P.O. Box 58233 Renton, WA 98058 SITE LOCATION: 1916 Talbot Road Renton, WA 98055 (Parcel No.7222000125) Prepared by: Brian G. llarron, P.E. PATRJCK HARRON & ASSOC., LLC 14900 Interurban Avenue South, #279 Seattle, WA 98168 Job No: 05123 March, 2006 Page 1 of 7 P:\2005105123 Foster SP\ Text\Applications\Stm-rpt.doc TABLE OF CONTENTS ITEM LEVEL ONE DOWNSTREAM ANALYSIS PAGE Project Overview............................................. . .................................................... I Task I -Study Area Definition & Maps Project Description......................... . .............................................................................. 2 Site Data ..................................................................................................................................... 2 Existing Conditions .................................................................................................................... 2 Drainage Basin Delineation ......................................................................................................... 2 Task 2 -Resource Review ............................................................................................................... 3 Task 3 -Field Inspection/Task 4 System Description Downstream Drainage System Description ................................................................................. 3 Upstream Drainage System Description ...................................................................................... 3 Task 5 -Problem Screening................. . .............................................................................. 3 Task 6 -Mitigation.............................. . ............................................................................. 4 Task 7 -Core Requirements Core Requirement #1.................... . .......................................................................... 4 Core Requirement #2...................... . .......................................................................... 4 Core Requirement #3 ...................... . .......................................................................... 4 Core Requirement #4 .................................................................................................................. 4 Core Requirement #5...................... . ...................................................................................... 4 Core Requirement #6..................... . .......................................................................... 4 Core Requirement #7 ..... .. ........... ... . . . .......................................................................... 4 Core Requirement #8...................... . .......................................................................... 4 LIST OF FIGURES Figure I Vicinity Map LIST OF APPENDICES Appendix A -Gary Flowers, LLC Soils Report P \2005\05123 Foster SP\Text\Applica1ions\Stm-rpt doc Page I LEVEL ONE DRAINAGE REVIEW Purpose and Scope: PROJECT OVERVIEW This Technical Information Report (TIR) is submitted in support of a building permit application for Foster Short Plat. The proposed work will include demolition of the existing vacant house and construction of three homes, and associated landscape zones. The project will include asphalt widening of Talbot Road South On September 22, 2005 a Mandatory Pre-Application Meeting was held for this project referenced under City of Renton tracking number PRE 05-120. The following tabulates the project site data: Address: 1916 Talbot Road South, Renton, WA 98055 Parcel Number: 722200-0125 Site Area (including easements) 20,338 sf (0.4 7 acres) Site Area (excluding easements) 20,338 sf-2508 sf= 17,830 sf(0.41 acres) Zoning: Single Family Residential (R-8) Water: City of Renton Sewert: City of Renton Special Limitations: No Sensitive Area Constraints are known This analysis is completed using the format set forth in the 1993 King County Surface Water Design Manual (KCSWDM) Section 1.2.2., and the City's Addendum to that Manual. The location of the project is illustrated in Figure 2 -Vicinity Map and Figure 3 -Site Plan. Task 1: Study Area Definition and Maps Project Description: The project would replace an existing house with three new houses. The proposed construction will not add 5,000 sf of pollution generation impervious area. The project properties will be accessed via three site access driveways, all of Talbot Road South. Site Data: Additional roadway asphalt pavement Curb and gutter (deferred non-polluted generator) On-site asphalt driveways P \2005\05 I 23. Foster SP\Te:<t\Applications\Stm-rpt doc 2,185 sf(0.050 acres) 907 sf(0.08 acres) 2,550 sf(0.058 acres) Page 2 Existing Conditions: The proposed development is located in the south-east portion of the city of Renton. The site is on a bench on the hill and is relatively flat (less than 2' of fall across the site. Behind the site is a city of Renton water storage vault and city park. The existing roadway (Talbot Road South) is a two lane asphalt street with no curb, gutter or sidewalks. The proposed project is on the east side of the roadway. The existing drainage consists of a undeveloped roadside ditch that fronts the proposed project. To the north this unimproved ditch daylights and sheet flows down the hill until it is collected in a city storm system. Based on the above data, this project does not trigger a targeted drainage report. Task 2: Resource Review The following resources and documents were reviewed in preparing this analysis. Pertinent maps from these reports have been included in this study. I. Soil Report by Gary Flowers, LLC. -Appendix A 2. U.S.D.A. SCS Soil Survey 3. King County Surface Water Design Manual (1993) Task 3: Field Inspection/Task 4: System Description Downstream Drainage System Description: The engineer conducted a field investigation of the site drainage features and downstream drainage system November 2005. The weather was overcast with a very light drizzle. The existing site is almost entirely covered with blackberries.. Due to the fact that the net increase is the I 00-year peak flow from this site will be insignificant there will be little or no change to the function of the downstream system. Therefore, no neighbor interviews were conducted in the downstream area for this project. Historically, runoff from the site has sheet no wed from the east to the west and then was routed along existing unimproved roadside drainage way. This now continues to the intersection of S. l 9'h and Talbot. Fron there the unimproved ditch day-lights and sheet nows along the east side of the street until it collected near S. 16'h Street and Benson Drive South. This being the case then this proposed project will have minimal impact on the existing storm sewer system. Upstream Drainage System Description: Based upon a physical observation of the upstream drainage area it is the opinion of the engineer that little or no upstream surface runoff affects this proposed project. In a similar manner this project will have little or no impact on the upstream drainage patterns. Task 5: Problem Screening The City of Renton indicated no drainage problems within the immediate downstream corridor nor does the site have any history of flooding problems. P.\2005\05 123 Foster SP\Tex1\Applicanons\S1m-rpt.doc Page 3 Task 6: Mitigation Regulatory Requirements: The City of Renton, through their amendments to the King County Surface Water Design Manual ( 1993) regulates the storm water management design for the project site. No portion of the proposed construction is within a known sensitive areas no mitigation will be required. Recommended Drainage System Improvements: As previously mentioned this site is exempt from any detention and water quality requirements. The proposed drainage improvements are to construct a designed roadside ditch that will act as a temporary conveyance system until full frontage improvements are constructed. On-site drainage from roof drains will be routed to the roadside ditch through the construction of on-site drainage swales. The swales will have a energy diffusers at the downspout ends to help prevent erosion during major events. Task 7: Core Requirements #1 -Discharge at the Natural Location The discharge from the proposed project will be collected and directed to a developed roadside ditch along Talbot Road South .. #2 -Off-Site Analysis See the preceding summary of the upstream and downstream drainage review. #3 -Flow Control Not required-refer to Task #1. #4 -Conveyance System No on-site conveyance is proposed other than foundation drains. #5 -Temporary Erosion & Sedimentation Control Temporary Erosion and Sedimentation Control measures that minimize the transportation of sediments to the drainage system have been proposed. Siltation fences and a rock construction entrance will be the primary BMP's. Very little grading is anticipated other than for the installation of utilities and the building's foundation support. Some off-site improvement will be required, however, it is anticipated that there will be very little potential for erosion problems. The installation of the filter fence a should adequately protect the downstream area from any adverse erosion impact. #6 -Maintenance & Operations The proposed drainage facilities will remain private and will be maintained and operated by the owner. #7 -Bonds & Liability The Owner and or the contractor will provide the required bond and liability assurances. #8 -Water Quality The proposed construction will not add 5,000 sf of pollution generation impervious area. No water quality is required. P:\2005105123 Foster SP\Text\Applica1ions\S1m-rp1 doc Page 4 ~ i Sl~St S 20th PJ P.\1005\05123 Foster SF\Text\Applicattona\Stm-rpt doc FIGURE 1. Vicinity Map 5 fl_e!'\1011 Village Pl s 1fi!Ji s~ s 17tt, st Qc__::_:_; 100.m 300ft Page 5 APPENDIX A Gary Flowers, LLC. Soils Report P:\2005',05123 Fostn SP\Te:..t\Applications\Stm-rpt.doc Page 6 March 15, 2006 Project No. GF06025 Pat & Debra Anardi P.O. Box 58233 Renton, WA 98058-1233 Gary A. Flowers, PLLC Geological & Geotechnical Consulting 19532 12th Avenue NE Shoreline, WA 98155-1106 Subject: Geological/Geotechnical Assessment Proposed Foster Short Plat 1916 Talbot Road South, Renton, Washington This report presents the results of our geological/geotechnical evaluation of the approximate 20,300 sf parcel located between at 1916 Talbot Road in Renton, Washington. We understand that the parcel will be divided into a total of three single family residential building lots. The existing house on Lot l will be demolished. Ingress and egress will be provided from Talbot Road South. The purpose of our site evaluation was to document existing shallow soil and ground water conditions on the property, and to provide geotechnical design recommendations for construction of the proposed improvements. EXISTING SITE CONDITIONS The subject property is an odd shaped parcel that is squared off on the north, east and south sides but angles along the roadway on the west side. The parcel measures approximately I 00 feet along the north property line, 150 feet along the east property line, 172 feet along the south property line and 166 feet along the west property line. See Figure l, Site Plan by Patrick Harron & Associates. The property is undeveloped except for the existing house and yard on what will be Lot 1. The remainder of the property is heavily vegetated with blackberry bushes and a few deciduous trees. The property is nearly flat with only 2 to 3 feet of elevation difference across the site. No evidence of flowing water or erosion was observed anywhere on the site. A small area of standing water was observed near the east end of Lot 1. The standing water was caused by recent rainfall in the area. A 15 foot wide utility easement with a 14 inch diameter water line is located along the southern edge of the parcel. 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 Foster Short Plat Renton. Washington Geotechnical Services Report Subsurface Soil and Ground Water Conditions In order to characterize the shallow subsurface soil and ground water conditions on the property three subsurface exploration pits, EP-1 through EP-3, were excavated on the site on February 21, 2006. See Figure 1, Site Plan for locations of the pits. The following logs provide our interpretation of the encountered sediments. EP-1 0 -12" 12" -30" 30" -6 Yz' northeast quadrant of Lot 1 sod and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) medium dense to 5' and then very dense, moist, gray, silty sand with gravel (lodgement till) BOH@6 Yz' No caving No ground water EP-2 0-15" 15" -30" 30"-5 Yz' southwest quadrant of Lot 2 highly organic forest duff and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) medium dense to 5' and then very dense, moist, gray, silty sand with gravel (lodgement till) BOH@5 Yz' No caving. No ground water EP-3 0-7" 7" -18" 18"-4' eastern central portion of Lot 3 highly organic forest duff and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) very dense, moist, gray, silty sand with gravel (lodgement till) All of the exploration pits encountered glacial till at shallow depths. No ground water or saturated soils was observed to the full depth of the explorations. No fill soils or debris were encountered throughout the site. The glacial till sediments were deposited at the base of, and subsequently overrun by, several thousands of feet of glacial ice during the last glacial advance in this area. As such they have been consolidated into a dense, relatively impermeable, condition. The upper several feet of these sediments have been highly weathered due to the presence of ground water that will perch atop the underlying unweathered till soils. The highly weathered sediments are much finer grained and are in a loose to medium dense condition. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 2 Foster Short Plat Renton, Washing/on Geotechnica/ Services Report According to the Geologic Map of King County, Washington, by Booth, Haugerud and Sacket, 2002, the subject site has been mapped as Vashon glacial till (Qvt) overlying bedrock of the Renton Formation (Epr). The Renton Formation has been extensively mined for coal in this area. Due to the possible presence of old coal mine shafts underlying the site a Coal Mine Hazard Evaluation was performed on the property by Terra Associates, report dated January 3, 2006. The evaluation consisted of a literature review and drilling a single test boring on the parcel. The testing boring indicated the presence of approximately 85 feet of glacial till overlying bedrock. The upper approximate 3 feet of the glacial till was weathered to a looser, fmer grained consistency. Our interpretation is in agreement with the geology map of the area and the test boring that was drilled on the site. Hydrology No indication of flowing water was present on the property at the time of our field work. There was no evidence of erosion anywhere on the parcel. Water does not infiltrate easily into these sediments. As a result, following some recent rainfall events, there were some pools of standing water observed on the site at the time of our field study. Ground water was not encountered in any of our exploration pits at the time of our field work. There was no seepage at any depth and the soils never became more than moist to the maximum depth explored of 6 Yz feet. Mottling of soils was observed and indicates that perched water does occur on the site at times. The perched water will flow along topographic lines in an interflow zone atop the underlying relatively impermeable till sediments. Seismic Hazards Earthquakes occur in the Puget Lowland with great regularity. The vast majorities of these events are small and are usually not felt by people. However, large earthquakes do occur as evidenced by the 1949, 7.2-magnitude event, the 1965, 6.5-magnitude event, and the February 2001 magnitude 6.8 Nisqually earthquake. The 1949 earthquake appears to have been the largest in this region during recorded history and was centered in the Olympia area Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0, similar to the 1996, 5 .4 earthquake centered near Duvall, Washington, is likely within a given 20- year time interval. Generally, there are four types of potential geologic hazards associated with large seismic events: I) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these to impact the site is discussed below. No surficial faulting or earth rupture has been documented, to date, in the Renton area. However, several nearby fault zones are currently being studied by the United States Geological Service (USGS) and have been determined to be active and capable of producing large 19532 12m Avenue NE Gary A. Flowers, PLLC Shoreline, Was;hington 98155-1106 3 206-417-7640 Foster Short Plat Renton, Washing/on Geotechnical Services Report earthquakes. Much is still to be learned about these fault systems but it is generally hypothesized that their recurrence interval is several thousand years. Due to the suspected long recurrence interval and the distance to known faults traces, the potential for surficial ground rupture is considered to be low during the expected life of the proposed structures. Due to the lack of steep slopes the potential risk of damage to the proposed structures, by seismically induced landsliding, is negligible. Liquefaction is the result of the loss of shear strength in soils when they are subjected to saturated conditions and seismic shaking. Typical soils that are susceptible are those that are saturated, poorly graded (all one size), relatively fine-grained and in a loose condition. During a seismic event, severe shaking may cause liquefaction to occur in these types of soils and differential settlement may result. The glacially consolidated sediments encountered on the subject site are typically medium dense to dense with depth, are well graded and there were no adverse ground water conditions. Therefore, it is our opinion that the risk of liquefaction is negligible. Structural design of the buildings should follow the 2003 International Building Code (IBC) standards for Site Class C (Table 1615.1.1) CONCLUSIONS AND RECOMMENDATIONS On the basis of our geologic research and field explorations, the existing soils will provide suitable support for the proposed single family residences and other improvements. The weathered till soils were loose to medium dense and will require recompaction prior to placing foundations, driveways or other improvements. Any disturbance to otherwise suitable bearing soils during construction will also require removal or recompaction prior to placement of foundation concrete or pavement subgrade. The on-site soils can be reused as compacted fill for grading of the property, if necessary. However, the contractor must understand that till sediments, especially where weathered, contain significant amounts of fines (silt/clay sized particles) and are best suited for dry weather construction. Moisture conditioning of on-site fill soils may be required in order to attain suitable compaction. As such, the contractor should be prepared to import suitable structural fill soils when required. Site Grading The site should be cleared of all vegetation, topsoil, and trees that are not required as part of the landscape plan. Any fill soils that may be found and all debris from removal of the existing residence should also be removed. These materials should be removed from the site. The topsoil can be stockpiled for later use in landscape areas. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline. Washington 98155-1106 206-417-7640 4 Foster Short Plat Renton, Washing/on Geotechnical Services Report In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the lower, dense till sediments can be planned at gradients of .SH: 1 V or steeper and in the overlying, highly weathered loose to medium dense sediments at gradients no steeper than I .SH: 1 V. These slope angles are for areas where ground water seepage is not encountered and assume that surface water is not allowed to flow across the temporary slope faces. If ground or surface water is present when the temporary excavation slopes are exposed, flatter slope angles will be required. These slope angles also assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the slope. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. Site specific cuts that are steeper than state or federal guidelines allow must be approved by a representative of this office at time of construction and monitored for stability. Due to the flat lying nature of the subject parcel and the lack of a retention/detention pond, it is our understanding that there will be no permanent cut slopes. If the proposed construction changes and permanent cut slopes will be required they should be excavated at gradients no steeper than 2H: 1 V. Permanent slopes that will be exposed to surface water, such as detention pond slopes, should be inclined at 3H: 1 V or flatter. Where structural fill is required it must be compacted to a dense, nonyielding condition. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to at least 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. Structural fill directly behind a retaining wall should only be compacted to 90 percent of maximum density to avoid placing undue stress on the wall. In the case of roadway and utility trench backfill, the structural fill should be placed and compacted in accordance with current local or county codes and standards. The top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of perimeter footings or pavement edges before sloping down at a maximum angle of 2H: 1 V. Structural fill placed in foundation excavations must extend a minimum distance of 2 feet beyond the edges of the footings. Foundation Recommendations Shallow foundations may be used for support of the planned structures when placed on recompacted native till sediments or approved structural fill placed atop these materials. Medium dense or better native sediments were typically encountered at a depth of about 30 inches below existing grade on Lots 1 and 2 but was only 18 inches below grade in exploration pit EP-3 on Lot 3. Provided that the foundation bearing soils are either in a medium dense or better condition or have been suitably recompacted and approved by a representative of this Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 5 Foster Short Plat Renton, Washington Geotechnical Services Report office, an allowable soil bearing value of 2000 psf may be used in the design of these footings, including both dead and live loads. If a higher bearing value is required at any location, an allowable soil bearing value of 4,000 psf may be used if the foundations are founded entirely on undisturbed native till sediments. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings for the proposed structures should be buried a minimum of 18 inches into the surrounding soil for frost protection. Total settlement of footings placed as detailed herein should be less than I inch in a 20 foot span with differential settlement less than V, inch between comparably loaded footings. However, foundations placed on soil that has not been recompacted, or is disturbed after being recompacted, may result in increased settlement. All foundation excavations should be inspected by a representative of this firm, prior to concrete placement, to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The governing municipality may require such inspections. Lateral loads can be resisted by friction between the foundation and the supporting soils, and/or by passive earth pressure acting on the buried portions of the foundations. We recommend the following design parameters. • Passive equivalent fluid= 300 pcf • Coefficient of friction= 0.40 The above values are allowable and include a factor of safety of at least 1.5. Retaining Walls Retaining walls or foundation walls taller than 3 feet must be lined with a minimum of 12 inches of washed rock to within 1 foot of finish grade or utilize an approved drainage mat such as Mira Drain 6000 or equivalent. The washed rock or drain mat must tie into the footing drain for the wall footing. Horizontally backfilled walls that are free to yield laterally at least 0.1 percent of their height may be designed using an active equivalent fluid pressure equal to 30 pcf. Fully restrained, horizontally backfilled, rigid walls that cannot yield should be designed for an at rest equivalent fluid pressure of 50 pcf. Additional surcharges such as slope, traffic, other structures, or heavy equipment must be added to these design values. The lateral pressures presented above are based on the conditions of a uniform horizontal backfill consisting of the on-site soils or imported sand and gravel compacted to a firm and unyielding condition. Where driveways, stairways, sidewalks, etc. will be constructed above a retaining wall the compaction of the soils should be closely monitored to verify sufficient compaction to reduce settlement potential but avoid over compaction of the soils that may increase the pressure acting on the wall. Gary A. Flowers, PLLC. 19532 12lh Avenue NE Shoreline, Washington 98155-1106 206-417-7640 6 Foster Short Plat Renton, Washington Geotechnical Services Report Retaining walls should use the same passive equivalent fluid pressure (300 pcf) and coefficient of friction (0.35) as shown above in the Foundation Recommendations section of this report. Floor Support Recommendations For any slab-on-grade floors, we recommend that the exposed natural soil beneath the slab be recompacted to a dense, unyielding condition. These soils were typically very fine grained and extremely moisture sensitive and, depending upon time of year, may require moisture conditioning in order to attain suitable compaction. Any yielding areas should be overexcavated and filled with approved structural fill. A capillary break layer should be placed under any floor slabs where moisture intrusion through the slab is a concern. The drainage material should consist of clean sand and gravel (less than 3 percent fines), crushed rock or pea gravel. A heavy duty (minimum 10 mil) plastic vapor barrier should overlie the drainage blanket. Any penetrations through the vapor barrier should be appropriately taped to prevent moisture intrusion. Site Drainage All perimeter footing walls and retaining walls should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the footings. Roof and other impermeable surface runoff should not discharge into the footing drain system, but should be collected and handled by a separate, rigid, tightline drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. Erosion Protection The soils present on the site have a moderate to high erosion potential. However, due to the lack of steep slope gradients on the site there is a low potential for erosion and sediment transport off site. As such standard erosion control construction practices should be suitable for the development. Properly constructed and maintained silts fences should be placed along the lower areas of the site. Soil stockpiles should be kept covered with plastic sheeting. Areas stripped of vegetation during construction should be replanted, or otherwise protected, as soon as possible. Construction entrances should be rocked to minimize off-site soil transport. 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Wa<;hington 98 l SS~ 1106 7 206-417-7640 Foster Short Plat Renton, Washington SUMMARY Geotechnical Services Report Based on our site reconnaissance and subsurface explorations the site appears to be suitable for the proposed development provided the recommendations provided herein are properly implemented. We recommend that we be retained to review those portions of the plans and specifications that pertain to grading or foundation installations to determine that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Field construction monitoring and observation services should be considered an extension of this initial geotechnical evaluation and are essential to the determination of compliance with the project drawings and specifications. Such activities would include site grading, utilities, subsurface drainage, foundations and fill placement and compaction. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. Gary A. Flowers, P.G., P.E.G. Principal Engineering Geologist Attachments: Figure 1: Site Plan 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 8 ; r .L33HS )33/10:l "-,( " t"' ,,1: u 5 ,,.. z -~ \) 0 -' I"' ~ -9 0 .- ~ "" ~ ... ;f; "' ~ >= ... "' ~ ... ... ,,,; • 0 , I' ,z ' ' I~ 1 ~ t I e--'N01N3ll IUIIOS OW111C111""N1 ,rei l)JSJO"'Otl' ,..... .L Vld ll30HS l331SO~ I I J ~ 0 • ii • • March 15, 2006 Project No. GF06025 Pat & Debra Anardi P,O. Box 58233 Renton, WA 98058-1233 Gary A. Flowers, PLLC Geological & Geotechnical Consulting 19532 12th Avenue NE Shoreline, WA 98155-1106 Subject: Geological/Geotechnical Assessment Proposed Foster Short Plat 1916 Talbot Road South, Renton, Washington This report presents the results of our geological/geotechnical evaluation of the approximate 20,300 sf parcel located between at 1916 Talbot Road in Renton, Washington. We understand that the parcel will be divided into a total of three single family residential building lots. The existing house on Lot l will be demolished. Ingress and egress will be provided from Talbot Road South. The purpose of our site evaluation was to document existing shallow soil and ground water conditions on the property, and to provide geotechnical design recommendations for construction of the proposed improvements. EXISTING SITE CONDITIONS The subject property is an odd shaped parcel that is squared off on the north, east and south sides but angles along the roadway on the west side. The parcel measures approximately 100 feet along the north property line, 1 SO feet along the east property line, 172 feet along the south property line and 166 feet along the west property line. See Figure 1, Site Plan by Patrick Harron & Associates. The property is undeveloped except for the existing house and yard on what will be Lot l. The remainder of the property is heavily vegetated with blackberry bushes and a few deciduous trees. The property is nearly flat with only 2 to 3 feet of elevation difference across the site. No evidence of flowing water or erosion was observed anywhere on the site. A small area of standing water was observed near the east end of Lot l. The standing water was caused by recent rainfall in the area. A 15 foot wide utility easement with a 14 inch diameter water line is located along the southern edge of the parcel. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 Foster Short Plat Renton, Washington Geotechnical Services Report Subsurface Soil and Ground Water Conditions In order to characterize the shallow subsurface soil and ground water conditions on the property three subsurface exploration pits, EP-1 through EP-3, were excavated on the site on February 21, 2006. See Figure 1, Site Plan for locations of the pits. The following logs provide our interpretation of the encountered sediments. EP-1 0 -12" 12" -30" 30"-6 Yz' northeast quadrant of Lot I sod and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) medium dense to 5' and then very dense, moist, gray, silty sand with gravel (lodgement till) BOH@6 Yz' No caving No ground water EP-2 0-15" 15" -30" 30" -5 Yz' southwest quadrant of Lot 2 highly organic forest duff and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) medium dense to 5' and then very dense, moist, gray, silty sand with gravel (lodgement till) BOH @ 5 Yz' No caving. No ground water EP-3 0-7" T' -18" 18"-4' eastern central portion of Lot 3 highly organic forest duff and topsoil loose to medium dense, moist, reddish brown with some orangish mottling, sandy silt with occasional gravel (highly weathered/altered glacial till) very dense, moist, gray, silty sand with gravel (lodgement till) All of the exploration pits encountered glacial till at shallow depths. No ground water or saturated soils was observed to the full depth of the explorations. No fill soils or debris were encountered throughout the site. The glacial till sediments were deposited at the base of, and subsequently overrun by, several thousands of feet of glacial ice during the last glacial advance in this area. As such they have been consolidated into a dense, relatively impermeable, condition. The upper several feet of these sediments have been highly weathered due to the presence of ground water that will perch atop the underlying unweathered till soils. The highly weathered sediments are much finer grained and are in a loose to medium dense condition. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 2 Foster Short Plat Renton, Washington Geotechnical Services Report According to the Geologic Map of King County, Washington, by Booth, Haugerud and Sacket, 2002, the subject site has been mapped as Vashon glacial till (Qvt) overlying bedrock of the Renton Formation (Epr). The Renton Formation has been extensively mined for coal in this area Due to the possible presence of old coal mine shafts underlying the site a Coal Mine Hazard Evaluation was performed on the property by Terra Associates, report dated January 3, 2006. The evaluation consisted of a literature review and drilling a single test boring on the parcel. The testing boring indicated the presence of approximately 85 feet of glacial till overlying bedrock. The upper approximate 3 feet of the glacial till was weathered to a looser, finer grained consistency. Our interpretation is in agreement with the geology map of the area and the test boring that was drilled on the site. Hydrology No indication of flowing water was present on the property at the time of our field work. There was no evidence of erosion anywhere on the parcel. Water does not infiltrate easily into these sediments. As a result, following some recent rainfall events, there were some pools of standing water observed on the site at the time of our field study. Ground water was not encountered in any of our exploration pits at the time of our field work. There was no seepage at any depth and the soils never became more than moist to the maximum depth explored of 6 Yz feet. Mottling of soils was observed and indicates that perched water does occur on the site at times. The perched water will flow along topographic lines in an interflow zone atop the underlying relatively impermeable till sediments. Seismic Hazards Earthquakes occur in the Puget Lowland with great regularity. The vast majorities of these events are small and are usually not felt by people. However, large earthquakes do occur as evidenced by the 1949, 7.2-magnitude event, the 1965, 6.5-magnitude event, and the February 2001 magnitude 6.8 Nisqually earthquake. The 1949 earthquake appears to have been the largest in this region during recorded history and was centered in the Olympia area. Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0, similar to the 1996, 5 .4 earthquake centered near Duvall, Washington, is likely within a given 20- year time interval. Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these to impact the site is discussed below. No surficial faulting or earth rupture has been documented, to date, in the Renton area. However, several nearby fault zones are currently being studied by the United States Geological Service (USGS) and have been determined to be active and capable of producing large Gary A. Flowers, PLLC. 1953212th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 3 F osier Short Plat Ren/on, Washington Geotechnica/ Services Report earthquakes. Much is still to be learned about these fault systems but it is generally hypothesized that their recurrence interval is several thousand years. Due to the suspected long recurrence interval and the distance to known faults traces, the potential for surficial ground rupture is considered to be low during the expected life of the proposed structures. Due to the lack of steep slopes the potential risk of damage to the proposed structures, by seismically induced landsliding, is negligible. Liquefaction is the result of the loss of shear strength in soils when they are subjected to saturated conditions and seismic shaking. Typical soils that are susceptible are those that are saturated, poorly graded (all one size), relatively fine-grained and in a loose condition. During a seismic event, severe shaking may cause liquefaction to occur in these types of soils and differential settlement may result. The glacially consolidated sediments encountered on the subject site are typically medium dense to dense with depth, are well graded and there were no adverse ground water conditions. Therefore, it is our opinion that the risk of liquefaction is negligible. Structural design of the buildings should follow the 2003 International Building Code (IBC) standards for Site Class C (Table 1615.1.1) CONCLUSIONS AND RECOMMENDATIONS On the basis of our geologic research and field explorations, the existing soils will provide suitable support for the proposed single family residences and other improvements. The weathered till soils were loose to medium dense and will require recompaction prior to placing foundations, driveways or other improvements. Any disturbance to otherwise suitable bearing soils during construction will also require removal or recompaction prior to placement of foundation concrete or pavement subgrade. The on-site soils can be reused as compacted fill for grading of the property, if necessary. However, the contractor must understand that till sediments, especially where weathered, contain significant amounts of fines ( silt/clay sized particles) and are best suited for dry weather construction. Moisture conditioning of on-site fill soils may be required in order to attain suitable compaction. As such, the contractor should be prepared to import suitable structural fill soils when required. Site Grading The site should be cleared of all vegetation, topsoil, and trees that are not required as part of the landscape plan. Any fill soils that may be found and all debris from removal of the existing residence should also be removed. These materials should be removed from the site. The topsoil can be stockpiled for later use in landscape areas. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 4 Foster Short Plat Renton. Washington Geotechnical Services Report In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the lower, dense till sediments can be planned at gradients of .SH:IV or steeper and in the overlying, highly weathered loose to medium dense sediments at gradients no steeper than l.5H:1 V. These slope angles are for areas where ground water seepage is not encountered and assume that surface water is not allowed to flow across the temporary slope faces. If ground or surface water is present when the temporary excavation slopes are exposed, flatter slope angles will be required. These slope angles also assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the slope. As is typical with earthwork operations, some sloughing and raveling may occur and cut slopes may have to be adjusted in the field. Site specific cuts that are steeper than state or federal guidelines allow must be approved by a representative of this office at time of construction and monitored for stability. Due to the flat lying nature of the subject parcel and the lack of a retention/detention pond, it is our understanding that there will be no permanent cut slopes. If the proposed construction changes and permanent cut slopes will be required they should be excavated at gradients no steeper than 2H: 1 V. Permanent slopes that will be exposed to surface water, such as detention pond slopes, should be inclined at 3H: 1 V or flatter. Where structural fill is required it must be compacted to a dense, nonyielding condition. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to at least 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. Structural fill directly behind a retaining wall should only be compacted to 90 percent of maximum density to avoid placing undue stress on the wall. In the case of roadway and utility trench backfill, the structural fill should be placed and compacted in accordance with current local or county codes and standards. The top of all compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of perimeter footings or pavement edges before sloping down at a maximum angle of 2H:1V. Structural fill placed in foundation excavations must extend a minimum distance of 2 feet beyond the edges of the footings. Foundation Recommendations Shallow foundations may be used for support of the planned structures when placed on recompacted native till sediments or approvs,d structural fill placed atop these materials. Medium dense or better native sediments were typically encountered at a depth of about 30 inches below existing grade on Lots 1 and 2 but was only 18 inches below grade in exploration pit EP-3 on Lot 3. Provided that the foundation bearing soils are either in a medium dense or better condition or have been suitably recompacted and approved by a representative of this 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 5 206--417-7640 Foster Short Plat Renton, Washington Geotechnica/ Services Report office, an allowable soil bearing value of 2000 psf may be used in the design of these footings, including both dead and live loads. If a higher bearing value is required at any location, an allowable soil bearing value of 4,000 psf may be used if the foundations are founded entirely on undisturbed native till sediments. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings for the proposed structures should be buried a minimum of 18 inches into the surrounding soil for frost protection. Total settlement of footings placed as detailed herein should be less than 1 inch in a 20 foot span with differential settlement less than Yz inch between comparably loaded footings. However, foundations placed on soil that has not been recompacted, or is disturbed after being recompacted, may result in increased settlement. All foundation excavations should be inspected by a representative of this firm, prior to concrete placement, to verify that the design bearing capacity of the soils has been attained and that construction conforms to the recommendations contained in this report. The governing municipality may require such inspections. Lateral loads can be resisted by friction between the foundation and the supporting soils, and/or by passive earth pressure acting on the buried portions of the foundations. We recommend the following design parameters. • Passive equivalent fluid = 300 pcf • Coefficient of friction= 0.40 The above values are allowable and include a factor of safety of at least 1.5. Retaining Walls Retaining walls or foundation walls taller than 3 feet must be lined with a minimum of 12 inches of washed rock to within I foot of finish grade or utilize an approved drainage mat such as Mira Drain 6000 or equivalent. The washed rock or drain mat must tie into the footing drain for the wall footing. Horizontally backfilled walls that are free to yield laterally at least 0.1 percent of their height may be designed using an active equivalent fluid pressure equal to 30 pcf. Fully restrained, horizontally backfilled, rigid walls that cannot yield should be designed for an at rest equivalent fluid pressure of 50 pcf. Additional surcharges such as slope, traffic, other structures, or heavy equipment must be added to these design values. The lateral pressures presented above are based on the conditions of a uniform horizontal backfill consisting of the on-site soils or imported sand and gravel compacted to a firm and unyielding condition. Where driveways, stairways, sidewalks, etc. will be constructed above a retaining wall the compaction of the soils should be closely monitored to verify sufficient compaction to reduce settlement potential but avoid over compaction of the soils that may increase the pressure acting on the wall. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155-1106 206-417-7640 6 Foster Short Plat Renton, Washington Geotechnical Services Report Retaining walls should use the same passive equivalent fluid pressure (300 pd) and coefficient of friction (0.35) as shown above in the Foundation Recommendations section of this report. Floor Support Recommendations For any slab-on-grade floors, we recommend that the exposed natural soil beneath the slab be recompacted to a dense, unyielding condition. These soils were typically very fine grained and extremely moisture sensitive and, depending upon time of year, may require moisture conditioning in order to attain suitable compaction. Any yielding areas should be overexcavated and filled with approved structural fill. A capillary break layer should be placed under any floor slabs where moisture intrusion through the slab is a concern. The drainage material should consist of clean sand and gravel (less than 3 percent fines), crushed rock or pea gravel. A heavy duty (minimum 10 mil) plastic vapor barrier should overlie the drainage blanket. Any penetrations through the vapor barrier should be appropriately taped to prevent moisture intrusion. Site Drainage All perimeter footing walls and retaining walls should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the footings. Roof and other impermeable surface runoff should not discharge into the footing drain system, but should be collected and handled by a separate, rigid, tightline drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. Erosion Protection The soils present on the site have a moderate to high erosion potential. However, due to the lack of steep slope gradients on the site there is a low potential for erosion and sediment transport off site. As such standard erosion control construction practices should be suitable for the development. Properly constructed and maintained silts fences should be placed along the lower areas of the site. Soil stockpiles should be kept covered with plastic sheeting. Areas stripped of vegetation during construction should be replanted, or otherwise protected, as soon as possible. Construction entrances should be rocked to minimize off-site soil transport. Gary A. Flowers, PLLC. 19532 12th Avenue NE Shoreline, Washington 98155~II06 206-417-7640 7 Foster Short Plat Renton, Washing/on SUMMARY Geotechnical Services Report Based on our site reconnaissance and subsurface explorations the site appears to be suitable for the proposed development provided the recommendations provided herein are properly implemented. We recommend that we be retained to review those portions of the plans and specifications that pertain to grading or foundation installations to determine that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Field construction monitoring and observation services should be considered an extension of this initial geotechnical evaluation and are essential to the determination of compliance with the project drawings and specifications. Such activities would include site grading, utilities, subsurface drainage, foundations and fill placement and compaction. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. Gary A. Flowers, P.G., P.E.G. Principal Engineering Geologist Attachments: Figure I: Site Plan 19532 12th Avenue NE Gary A. Flowers, PLLC. Shoreline, Washington 98155-1106 206-417-7640 8 ~ i ' ' .. . - ! ).-........... . ' '. l .l33HS !J31\0:J ------, r--------, ' ' ' ' ' ' ' ' ' ' ' ~ ' ' .... 1i -t: v 0 -' I-' ~ t>- 9 0 .... !£ .,/. :: 0,. ,ft "' ~ 'S .... ,I. ti • "' J: I '"===-~ 0 I~ ,¥ 311Sj:)alf00d I 0 ,; I~ i I ,~ .L Vld .L!JOHS lJ3.lSO~ 1 i I ll ~ 5 • I . I l l I 1 ·j1P 1 I IL HI I l ! I 11' i Ea i I I "* 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 ) ---------------------------• being first duly sworn on oath, deposes and says: ) ;2 Od"' 1. On the ;J.. 8 day of (Y) a rv , 1iJ I installed / public information sign( s) and plastic flyer box on the property located at ________________ for the following project: fl~ 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) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Ti 4 of Renton Municipal Code. Washington, KcNt: residing in and for the State of at My commission expires on !l.l · ixo,og Q:\WEB\PW\DEVSERV\Forms\Planning\pubsign.doc08/27/03 -- .· ... : -... ·11· . . -.J:!:!: .. t .,: .. -,.~-. r . . ·. ·.·· ·-~~·,~,,ir."-'.'lt' .. ,., ·.·.~-·.~-, ~ ........•.• ,·. ;~ ';·.,: :_.-•• _ ... -_~_·.-..... -.• _ .· ·,·.:. ·,s,. ' .... '· ,.,.._ ,, ·~~: .. -~ . . . , . .·_ :!!~1··· . ·,~ .· I · ~ '. f'leasu,1.r~ lh!I~, If llD · I Ai" ~ • · . · · ... , _ · 0 ;._J --,··~1,,,..;111e:c111,,Je<tJIMIIMI.· -~-. ., . · .. -·. ' ' . . - ".• J .v [ Q:IWEBIPWIDEVSERV\FormslPlanning\pubsign.docOB/27/03 • Printed: 04-05-2006 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUAOS-038 DEVELOPMENT CITY of m/LANr\1/r•-, ·-0tra,, ·- Receipt Number: APR -5 2C3 RE~EIVED R0601730 Total Payment: 04/05/2006 01 :48 PM 1,100.00 Payee: Pat and Debra Anardi Building Account Current Payment Made to the Following Items: Trans Account Code Description 5008 000.345.81.00.0004 Binding Site/Short Plat 5022 000.345.81.00.0019 Variance Fees Payments made for this receipt Trans Method Description Amount Payment Check 5241 1,000.00 Payment Check 5251 100. 00 Account Balances Amount 1,000.00 100.00 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 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .oo .00 .00 .00 .00