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HomeMy WebLinkAboutPermit L97-0077 - NGUYEN LONG - BOUNDARY LINE ADJUSTMENTL97 -0077 NGUYEN LONG 10436 47thAve. So. J,V1 O:. W • • • J� _ 0 Z . .0' • 2 • i0 fit; Oi. • UN TO:. Joanna Spencer FROM: Deb Ritter DATE: April21, 1999 RE:. Application for BLA (L97 -0077) at 10436 47th Avenue South Long Nguyen, Applicant • MEMO The applicant has responded to my letter of April 99' and has supplied the information you requested (see attached). The mylar and 2 copies are being routed to you at this time. Please route directly to Fire after Jim approves. : 6504622 quit claim deed dale harris jean harris robert harris georgiana harris moon of laying out and..tabli.hIaa ■ pabtie foal thr°uah tit(+ ).r prnp.rty, and which le hereinafter de.erib.d, ereref__, retells...., and neli.etalm .. to the County of ... K lttji Aide of Wo►ianten. for o.4 of the PaAUe f , on a pub11, road and highway, all Interest In the fnlin'ie• dr.erlbed real estate, rises Inc lading on, after •emstre`! t't +a.. T`tnt portion of Tract 29 of Morrioko Aore Trnr.ta, M vini'nt No,'2, in Section 3, Tyr. %3 N.R. Il E;.t.',M., en rccnrded in 'Vol. 1' of Tints, rage 47, records of King County, Wes!:ingtnn, Included within n ttrth Of lend 011 ft. in width, II••/tnC 4a ft. or such width on eeoh side of a centerline denr.rlhnd AS follows: Beginning In Section 3, Twp. 23 N,R. h E.W.N.,,on the centerline of Empire Wsy it Stn. r.o,T, (107th) 15+32.8 of State tttghwny Boeing Interchange r1•n, thence S. Rn °56'3Q" Fast a dt!t•nce of 43..0 ft.., thence •long the me of a curve to the right. having • radius of 444.78 Ct., • rflnt.ance of ?114.41 ft., thence S. 45 °34'3Q" Fast • distance or 2?.1.15 ft., thence •long •n arc of ■ curve to the left having a radius of 4110.74 ft., • distance of 825.16 ft.. thence N.27 °00'06" Fest. • distance of 656.73 ft.. thence along on arc of a curve to the right havingg • radius of 31(1.31 ft., s distance of 365.86 ft., thence S. 86°50'31" E•st a dietsnce of 242.14 ft., to • terminus on th'• centerline of 51st Ave. °Huth st the iT.•st Quarter corner n! maid Snrrrtnn 1. Containing 0•l ' Acros -tot'e r';' leso. R/W South 107th Strnrt ( Frtplr'• nny (:,i1 n.') to 5 :It Av' • South) together with 111. right to malt. all ncce•,try .1rir.. !°r •n:, a1.• ." :t•• a'v t �� •; r:•t.•N. sari • •.. each aide of and d•.rnhrd rtl:ht•of•way, in confnrnttty wit). '•tr. l+: J 1•:a • + nr.•I •1••rr: e:: • l..• I:c'••t• . purt.n.ra, and to ti. ..tn..strut knit porno•... t. if thr r:ch b• cria•••1 1.. ! t•... • .r ,.:r. r..! t• >' r „nd.mn�•; .r prorrr,i■ng. under I:•inrnt Dotnn;n ttatute. or (1. .l.• rd t1'�.' ••c•.:., }:are . Sts:. of W unction situated in the County bf _..... . Dated this. 14,0 t. . .day of WITNESS: ` ` 1,ti. 'h' •♦ ...,- .l�,1.• • • • L:r:�,r.�IC/M�l.: , - tt11.`1 , .tyc', w,,.,{ �I�i�i. April. • .t ae• w f:..'+, s '+::2iYtts:ZY?.•f.'•8tifueS;6;F2 ,t'ii., `�: xnp..l�; „r,'. ,' �) 3 *': ' aeitiki o:2'i' 444.% rye /i..�aNfsL�;Ari+',4y'• PP. r« �tzz�9a' + 7z� .',trebi`ki.�ftT;}�;o`."a.rl.� QUIT CLAIM DEED john merrill elizabeth merrill Q and also of henellts to seem roams of taylne ent and ottahlIaldng • poldie road • • '•3 Omagh. .... .......... and nb./eh h borethofter dowelled, convey, relaas•-.., and quitclaim— to the County ..... PM* of Wollangton, by um of the Mlle forever, as !subtle rood and highway, all Interem In the following deaeribet1 rttl netate,Win includlny any after acquired tltlo. Thnr portion oC Tract 29 of Merrlckn Acre Tracts, Div. No. 2, in Section 3, Twp. 23 N.R. 4 E.W.M., as recorded in Vol. 12 of Pints, Page 47, records of King County, Washington, included within a strip of land 84 ft. in width, hnving 42 ft. of such width on cnch side oC a cercrline described ns follows: Beginning in Section 3, Twp. 23 N.K. %.W.M., on the centerline or Empire WMy at Sta. P.O.T. (107th) 15412.11 oC State tqghway Boeing interchnnge Plan, thence S. 89456'39" Enmt distance of 43.20 ft., thence along the arc of n curve to the right, having n radius of 444.78 ft., n distance 01..346,41 ft., thence S. 45.34'39" Ent a distnnce of 229.15 ft., thence along nn nrc of n eurve to tho left hnving n vndlun of 640.74 ft.,. n dlitnnce of 825.14•Ct., thence N. 27409'06" Enmt- a distance of 656.73 ft., thence nlong nn nrc of n curve to the right hnvIng a radius or 318.31 ft., n distnnr:• ,11* 365.r4 ft., thence S. 84. 59'31" Enst a Rstanco nr 247.16 ft. , to t'tint on the ccnterlinn of 51st Ave' . .1:y.:th at th.1 Tot. Section 2: Contain:ng 0.12 Aeco,s mo,:e or less. . • .1, ........ Eiw Snuti. 107t:: St. ( 1: r.' To :1st Avo. Lo.•th) together *kb the right to make all nee•aaary slopt4 for cul. end 5:1.4 upon tEr ahumiiig'wererty and en each aide of said described right.nt.way, in conformity wt), stan.lerd plan:, an 1 4pre,leati..:14 f. htch.ey porpoeta, and to th..ame extent and putTeer: ar if the tighla herein granted had been arituirtil I,y coroletnnation proceedings under F.minent Domain ststutra of the State of Wuhincton. situated in the Coonty of Tar,: Dated this 12.th day of Or 11 WITNESS MAY 1- 19n .■•■•••••••• ral.••••••••• • 41. • , Mate et Waahincton. A. D. It --)4(444. r • ,ric. • 4. , „, t` s atIkA,144-.1C;4t. ,4/4 ',,dra.;...44.k, ,•;•••dvaitN z. z . le 6 E• 0: 00: CO ill: Ill I 1—* U) 'Li 0 g a u_< a z z w w 2 'La ti• p. w •.z 0 z 6480984 quit claim deed edward jones and ate sf bontilte 1s seem to...,. /...': •r' by t »Msa of !arise sit sad establishing • pshlle road through • .1/.' , progeny, sod whleh in harolnaltrr d.eerlh.d, gesso, robe..., sad aslt•elslw;" • . to the County et.. .ltI /. Mate of Wsabingtea, for uw of the PubIit i forever, er a public road sod highway, all Interest In the following drvrlbed real notate. via', t me ludln` •"9, after •eoutre ! 'sits. Thnt nortlrn of the. nnuth 1/' of :'!n. lu of "rri ':, Arr„ ,re%It" Division :Io. i , In '.ne.,I:�r 3, 1'wt'. �� I; 'nv r'•C'�I••In•i In 211. 1P o P1e!.a, Pnl�o 'ti, rr,:nr,!:t nl'•Etnr. :nun••/ ~iJna► .. I wtthln a strip of lanrt !;I, ;t. In wt.Ith, ►rn:'lnl: I;' f!,,,.,.! .,11r'h '.d'Ith nn ror.h It.ln n!' n en"trltnr 9^ar!rlhn:l nn 1' ^'1'•� :t: • Beginning in Section ), Twp. 23 N.R. 14 B.W,M., on the centerline of Empire Way •t Sta. P.O.T. (107th) 15 +3 ?.8 of State Highway Boeing Tnt•rehenge Pion, thence S, Ao °56')1w East a distance of 43.20 ft., thence *long the are of • curve to th' right. having • radius of 444.78 ft., • dt,t•ner of 344.41 ft.. thence S. 45'34'39" E•se o dtstsne• of 2 2n.15 ft., thence along en arc of a curve to the left hiving a radius of 440.74 ft.. • distance of 1125.16 ft.. thence N.27•0a'06" Fast s distance of 656.73 ft., thence along •n ere of • cur• :r to the right hiving a radius of 318.31 ft., • distance of 365.86 ft., thence S. 86°51'31" Esse • distance of 242.14 ft., to • terminus on the centerline of 51st Ave. south •t the Fast Ousrter corner of said sertion 3. Contntninr, 0. ^. i A :rn9 nr 1n11, a /:•: . ".out!: 1ri th ;t^ . ( '.•:lira• : :a;; (:.. ?) 515: A•: . !n, :•h) • together with the right to make all n•ee.eary elope. for rut. and till. upon the a'rn'titn: pr•rp.•rty u..1 nn meek el& of enid deeerihed riuht.nt. .y, in eonfnrmity eetth atomised plan. and .peeule•tnwe for hrtrhw,y paepo_es, and to the same ',tent sad gurpo.. as If the right. brrein granted had been acquired by cnndrmnurn proeemdlage seder Eminent Domain statutes of the Stale of Weeh,n,tnn, slanted M N, C'enntl at : J.. '.'. !.. ,111114 st R' uhiatt,'►. Dated tkie 2 day of �� tH° .!r :.� A. D. 19 wttlrsSS t • 4 •r • Apr -21 -99 09:59A CRONES ASSOCiates agreement city of seattle edward jones Ordinance 93837, Ordinance 103037, Ordinance 106313, and Ordinance 106546 • ' WITiNESSETH: . THAT, WHEREAS, the above named Permittee has requested permission from the e▪ q O City to connect the private sewers•from the real property hereinafter described, • located in King County, Washington, outside the limits of the City of Seattle, to (206) 432 -5933 A G R E (:MEN T THIS AGREEMENT entered into this day of , 19 between the CITY OF SEATTLE, a municipal corporation, hereinafter called the ','City ", and Edward R. Jones, hereinafter called the "Pernlittee ", pursuant to R.C.W. 35.67.310 and Ordinance 85317 of the City of Seattle, as amended by Ordinance • the City Sewer System in 47th Avenue South, WHEREAS, the Director of Engineering has determined that said City Sewer System has sufficient capacity. to serve the private sewer requirements••of said property; Now, Therefore, in consideration of the covenants herein contained; • IT IS MUTUALLY AGREED between the parties hereto,as follows: • 1. Upon payment of the prescribed fees and charges therefor or execution• of a Sewer Connection Charge Contract providing for payment 'of said fees, i ,r Apr -21 -99 1O:OOA CRONES' & ASSOC. (2061 432 -5933 P.03 In addition to the above connection fee, Permittee will be required to pay ' the permit fees fixed by Ordinance 82583 as amended and the City cost of $1,750.+2 for having constructed 29.0 feet of side sewer pipe in 47th Avenue . South from the lateral sewer therein to the (nine of the real property heretofore described in Section•1 hereof, subject cost + t•aputed as follows: 29.0 linear feet.of•6" side 5243.60 sewer pipe at 58.40 /linear foot 29.0 linear feet of 6" pipe bedding at 29.00 S1.00 /linear foot 1 each of.6" test tee at'$25.00 /each 25.00 . Subtotal S297.60 • Plus 10% for Engineering and Inspection 29.76 Plus 6.6% State Sales Tax 19,64 TOTAL •S347.0O 3.. Permittee agrees to pay to the City, when billed by the City, the monthly basic sewerage utility charge together with the METRO surcharge as fixed by ordinance of the City for property located outside the city limits. • 4. Such permit shall not authorize other property to be'served throWh such connection, and the owners of other property must execute a similar agree- ment and obtain a permit from the Director of Ener; "eering therefor. 5. Permittee agrees that if the term and •.onditions of this agreement : to be performed by Permittee are not faithfully kept and performed, the Oirector of Engineering may disconnect the private sewers serving the property herein described from the City Sewerage system, and for that purpose said Permittee hereby authorizes the Director of Engineering to.enter upon his premises; -and Permittee further agrees that in such event the payment prev'iously'niade fo'r,such connections will.be forfeited to the City with no credit allowed therefor, if such property is later reconnected to the City sewerage system upon approval of a new application therefor. 6.. This agreement is hereby (dared to be and shall constitute a covenant running with the above•described land binding upon Permittee, its successors and assigns, and upon any parties subsequently acquiring any right, title or interest in said property, and when executed small be filed for record in the office of the Auditor of King County, Washington, by the City. -2- ! Z . H. W re 0 0' J I- W O. gQ Nom, = W • O Z 1—. � p� ;0 O'. F- W W; t1J Z. H▪ = O Z Apr -21 -99 10 :02A CRONES & ASSOC.. (206) 432 -5933 7. Three copies of this agreement shall be'executed by the parties, one copy to be recorded as prescribed in Section 0 hereof and thereafter to be filed in the office of the City Comptroller of the City; the second copy to be delivered to the Director of Engineering for the records of his office; and the third copy to be delivered to Pemnittee. IN WITNESS WHEREOF the parties hereto have executed these presents.in triplicate the day and year first'trbove written. 0-0r.,,.iGZ J THE CITY OF SEATTLE Edward R. Sones STATE • OF WASHINGTON ) j 5S. COUNTY OF KING ) By P.04 ' On this /)lV day of !r b , 19 $ Z_. . before me personally'appeared EUGENE to me known to $e the Directar of Engineering of the municipal corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said municipal corporation for the use and purposes therein mentioned and on oath stated that he was authorized to execute said instrument by Ordinance 85317, as amended by Ordinance 88645, Ordinance 93837, Ordinance 103037. Ordinance 106313, and Ordinance 106546, IN WITNESS.y(HEREOF. I have hereunto set my hand and affixed my official seal the day and year firs above written. . •v aR..' Id ` ".... _ y u ic./ an for t e ate o`f �'. C;" Washington.. siding at Seattle STATE OF .0"6 COUNTY OF K s 4. On this Off- 4 -day of , + •r t appeared C -c4tAA c1 • R.. 7.0v,0 MEMO TO: Jim Morrow via Joanna Spencer Tom Keefe via Nick Olivas FROM: Deb Ritter DATE: April 21, 1999 7 RE: Application for BLA (L916-0077) Long Nguyen 10436 47th Avenue South, Tukwila The above - referenced boundary line adjustment was submitted for final approval by the applicant today. The project has previously been reviewed by your Departments. Attached are the documents for recording. Please review the materials and indicate your approval. Jim Morrow, please indicate your approval by putting your initials next to your name below. Tom Keefe, please indicate your approval by putting your initials next to your name below. If you do not approve, please indicate any additional requirements below. `PUBLIC WORKS::please route ;this :package'to.Fire upon . your approval. Approved by Jim Morrow Approved by Tom Keefe • (initials) (dbte) (initials) S' 2 3 (date) . April 9, 1999 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Long Nguyen Ameriland, Inc. 510 Rainier Avenue South #1 Seattle, Washington 98144 RE: Application for Boundary Line Adjustment (L97 -0077) at 10436 47th Avenue South Dear Mr. Nguyen: The Public Works Department has reviewed the Boundary Line Adjustment documents you submitted to us on April 6, 1999. There are a few minor changes that must be made to the Boundary Line Adjustment document before it can be approved for recording. The changes are as follows: 1. The 30 foot right -of -way dedication indicated on the map must be corrected to show a 10 foot right - of -way dedication. The final width of the right -of -way will be 30 feet after the dedication occurs. However, the actual width of the land to be dedicated is only 10 feet wide. Please see the attached redlines from Public Works. z • Z' w 00 CO W= W: WWQo LL -J z �. Z O: O N: D E-• W; .1--V' u. ro: • 2.. The legal description for proposed Parcel "A" shall include a "subject to" reference for the 10 foot Up• right -of -way dedication. Please see the attached redlines from Public Works. The existing and proposed legal descriptions shall include a "subject to" reference for the three existing easements shown on the October 22, 1997 Short Plat Certificate from Pacific Northwest Title Company (copy attached). 4. Please provide copies of the three recorded easement documents referenced in Item 3 above. If you should have any questions regarding these requirements, please contact Joanna Spencer of Public Works at 206 -433 -0179 or myself at 206 -431 -3663. After your submission of Items #1 through #4 above, they will be routed again for final approval and signature. To help expedite the process we have taken the liberty of forwarding a copy of this letter and all attachments to James Crones of Crones & Associates. Sincerely, Deborah Ritter Assistant Planner Q,A6e Enclosures cc: Joanna Spencer, Public Works James Crones, Crones & Associates (w /attachments) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 From: Deborah Ritter To: Joanna Spencer Date: 4/8/99 9:25AM Subject: Nguyen Short Plat L97 -0078 Just an FYI. Back in 7/98, Ron Riach, the applicant's engineer, requested clarification regarding setbacks for Lots 1 and 4. At that time it was determined that the "first front" of both lots would be on Ryan Way (20' setback) and the "second front" would be on the cul -de -sac (10' setback). The current plans reflect this. This was granted on the condition that the setback for the garages on those lots will be 20' from the cul -de -sac so cars in the driveways will not block or interfere with pedestrian circulation on the sidewalk. We will require this condition be shown on the face of the short plat and I will state this in the preliminary approval letter when the time comes. CC: Jack Pace :.,„ V • UO (ow W H • W O; 2q • J: F_ _. • F-O: •Z H; Wuf: Uw :. • = :H V w 4 • U N! .Oh. • `Z. • s. City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director February 26, 1999 Mr. Long Nguyen Ameriland, Inc. 510 Rainier Avenue South #1 Seattle, Washington 98144 VIA FAX (206- 767 -1139) and U.S. MAIL RE: Application for Boundary Line Adjustment (L97 -0077) Application for Short Plat (L97 -0076) at 10436 47th Avenue South Dear Mr. Nguyen: The Short Subdivision Committee has reviewed your boundary line adjustment application (L97 -0077) and your short plat application (L97- 0076). Although we have processed your applications for a boundary line adjustment and a short plat simultaneously, some tasks must occur sequentially. The boundary line adjustment documentation must be finalized, approved and recorded before the short plat documentation can be finalized, approved and recorded. However this process can be streamlined, as follows. TIMELINE You will need to obtain all required permits prior to beginning any construction of the required short plat improvements. During the time that your boundary line adjustment application is nearing final approval, please continue to finalize the engineering plans and short plat documents prepared by JRR Engineering and Crones & Associates Surveyors. The Public Works Department has provided red line revisions on your last submitted plan set (attached). In order to proceed with Public Work's review, please apply for the Miscellaneous Permit (also attached). In connection with that application, you should provide four sets of plans to the permit center. These plans should reflect the red -line revisions made by Public Works. Please Note: All requirement improvements must be constructed by the applicant and be approved by the City, or a bond posted by the applicant for construction of same, prior to the short plat being filed. Said bond shall be in an amount equal to 150% of the estimated cost of complete construction of such improvements as determined by the Director of Public Works. If the applicant is planning to bond all the improvements, a construction estimate must be provided to Public Works. Installation of the site improvements may be delayed up to six months beyond final approval when a financial guarantee is provided to ensure installation. Please contact Joanna Spencer of Public Works at 206 -433 -0179 with any questions. Based on your submittal, preliminary approval of your boundary line adjustment is granted subject to the conditions stated below. There are three basic steps in the approval process: Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 .... _ Mr. Long Nguyen February 26, 1999 L97 -0076, L97 -0077 Page 2 1. Preliminary Approval of Boundary Line Adjustment This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure that the boundary line adjustment is consistent with the City's policies and regulations. PRELIMINARY APPROVAL CONDITIONS FOR BOUNDARY LINE ADJUSTMENT General Submit a survey map for the boundary line adjustment as described in the application checklist which is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the boundary line adjustment and must have adequate margins meeting King County recording requirements. Expiration The final approved boundary line adjustment must be filed with the King County Department of Records by February 26, 2000, twelve months from the date of this preliminary approval or the application will expire. The City may grant one six month extension if requested in writing prior to the expiration date. 2. Final Approval The next step is to submit the necessary boundary line adjustment documents in compliance with the conditions of approval. After the documents have been found to be in order, and the all of the requirements of the boundary line adjustment have been met, the Chairman of the Short Subdivision Committee signs your boundary line adjustment which constitutes a grant of final approval. 3. Recording It is your responsibility to record the City approved boundary line adjustment documents first with the King County Department of Records. The boundary line adjustment is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. The signature of the Chairman of the Short Subdivision Committee certifies that your boundary line adjustment is ready for recording. You will need to pay the recording fees and submit your approved original boundary line adjustment to the King County Department of Records (206- 296- 1570). -z mo CO Ow. UO cnw:. w Ii J N O'. g J` u. Pi: d Z1-; I- O, Z I— w w moo!. o c'. 0 I-- = V, z, 0 in- O~ z Mr. Long Nguyen February 26, 1999 L97 -0076, L97 -0077 Page 3 After recording, the County returns the recorded originals to the City of Tukwila within 4 -6 weeks, at which time your boundary line adjustment is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to me. Sincerely, Deborah Ritter Assistant Planner Enclosures cc: Gary Barnett, Public Works Joanna Spencer, Public Works Nick Olivas, Fire Department City of Tuk`N'ila Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 PUBLIC WC KS SITE PLAN /CIVIL DRAWINGS REQUIREMENTS H -9 All utility construction is to meet the City of Tukwila Standards (available for review at the Public Works Department). The Public Works Department will review your site plan for the following approvals: PLEASE PROVIDE THE FOLLOWING INFORMATION: For Public Works Department evaluation and approval of site plans: (To be combined on permit application site plan) • Indicate scale of drawing Identify location by address or distance to nearest intersection identify public right -of -way & any ease- ments • Commercial site plans require Licensed Engineers Stamp • = Residential + = Commercial URB CUT /ACCESS /SIDEWALK::•. ±: CHA'NNELIZATION %STRIPING +:: ❑ Dimensions Q Type of surfacing asphalt, crushed rock, etc • ( &.thickness) ❑ i Percent scope &: runoff direction Q Site of.cutb`cutsifocations ❑:.. Vehicular & pedestrian.trafflc: facilities; with signing, :atripingr.wheelchair'ramps, curb cuts : - • •Commercial on1 Y ' . . FIRE. LOOP /HYDRANT :• + D Type.of:pipe/hydrant ❑::'.Stze.of'.pipe/localion .:. Location: &.typeof. Alf valves:: . ❑. •• • • Type of bedding '& backfill: materiallpercent: compaction .. ▪ Distance,frorn: structures,: storm &.sewer:fadii- ', ties : Q ' Location &':size. of. thrnst blacking. Q` 'Sprinkler vault detail o HAULING /MOVING OVERSIZED; LOAD+ (Submit orf.8112 x 1 :1 paper)" • ❑ Quantities of matenals to be hauled to and/or". from the site ` .. Haut route map (6. copies) ❑ Copy of Certifrcate..of:insurance coverage: . (minimum X1:',000',000}:.. D $2,000 bond (hauling only), $5,000' bond. .: •(Moving Oversized. Load). made out. to the City. of Dimensions (ExWxH) of overall load.= Moving::• Oversized: Load • TukwileHouseMovef..S.License - Moving: Qversized oad:Onty<($5O)': FL:000ZONE CONTROL Requirements: availablefrom Public: Works: Dept) ❑ Lowest finished floor elevation: ❑ Contours &:elevations:per:national :Geodetic: Vertical:Datum (Contact:Pubtic'Worke.Dept:):: LAND AL:TERING:r + {Gearing.cut & fiflj' • ❑ Contours (as required for building pemult submit - tat:2" contours) showing existing &proposed!: • contours.:: ❑:: Estimate: of yardage;. both:cut: & fill: .. • 0: Erosion•control. plan with temporary: &perma - nent.meesures. .. OLANDSCAPEIRR!GA:TION +:; Q Location •of Department of Health approved 1. double checkvalve: Type of pipe - copper,: high density: molecular plastic; ductile: • ❑ ' pipes : ❑ Size-of meter & box ❑ Location& elevationof:meter box (water meter: permanent &:exempt):Ciearty show whether tap: m:on: main; ordomesticservice ❑:: :.Locatfon & type of:tap • Q : Typeof bedding :& backfill material /percent of compaction ❑ '.Sq; ft:.of area.to be drained; including •roof. area ❑. Type of bedding &.backfill material;. percent.ot:. compaction: ❑ :ilnvert:orfiow:line:elevattons O STREET 1JSB * + . ❑ . ,Complete description of proposed activ itylproposed schedule (bores /dates) (81/2 x 1,1 sheet) ❑ <;Mapwithaddress::& outline :oflimits::of`actfvity:.:: relative:to. publieMight -of -way &easements ❑ Proposed traffic'.controf /detour (per Manual of :..: :tldifoirn Traffic Controt:Devices ;contact Public:'. •Works). ,... TER MA!N EXTENSION • of pipe coppery PVC, etc e of pipe /l ocahon /depth ant typesilocattonsladdress of hydrant cauor /aloe types & locations 0 Connection pomt(s) to existing system ❑ Type of connection (live tap, tee; etc )aacatron`: Q :Location & size of. thrust blocking. : ❑ Size & location of :mains,: including.etevations (Profilel 0,WATER METER`EXEMPT+ P..ERMANENT/.:TEMPORARY.• +;.:: Q ;:Diagram of domestic system /tie m of exempt ;' meter:: . ❑ :NumberlAccount:forexisting domestic meter (exempt, meteronty) ❑ Size & type of material of meter; service. &met. ter box,: 0 '..., Location &: •elevation of meter box; (permanent water: meter`only)` : 0 Type;of.:pipe:�(copper high:density molecular. plastic;: ductile )(pemianent:water meter only) ❑ : Location &•;type: Of tap,(perrnanent water meter: . ❑'.: ;:Typeof:bedding &:backfill :materials /percent: . ' compaction(permanent:water meter.: only) •❑:::Water: deposit billing /refund information &: •: monthiy:service information (form available Public:Works Department)'; :; . O SANITARYSIDE. SEWER O: SEWER 'MA'IN EXTENSION .•' +. f` ❑ Type opipe (concrete, PVC;: etc.) ❑ Site: of pipellocatiort• Q' Percent•ofslope on pipe/length of tun ❑. Connection : :point(s) to. existing: system. ❑ Location: ofcleanout (s): & test :Tec(s);:manholes: (sewer main: extensiononly) ❑: Type: of bedding &.backfiltmateriallpercent.of compaction ❑.:: Invert elevations: at structures &•Junctions (sanitary:side: sewer:only): ❑:. Provide: monthly service billing information. (sanitary : side: sewer only). i�0:. S:TORM DRAINAGE: +`(inclade existing:. topography &:proposed grading &:surfacing) ❑: : Type of pipe : - concrete;. ADS, etc :. • ❑ :. Size'of :pipe/location ❑:.. • Percent of slope on: pipe /length :of run a. • Location: 6f• alt structures: 4/98 FOR FURTHER CLARIFICATION ON PUBLIC WORKS SUBMITTAL REQUIREMENTS OR FOR FURTHER ASSISTANCE PLEASE CONTACT THE PUBLIC WORKS DEPARTMENT AT (206) 433 -0179 z 1 �z W QQ� JU O 00 W1- W• 0 LLQ =d co W Z=.. 1— O z W uj co 0 WW U- Z = O~ Z MEMO TO: Jack Pace FROM: Deb Ritter DATE: February 1, 1999 RE: Application for BLA (L97 -0077) and Short Plat (L97 -0076) at 10436 47th Avenue South Long Nguyen, Applicant Ronald Riach, Engineer The files were determined to be complete on January 8, 1998. I sent a letter to the applicant a year ago (February 11, 1998) containing a list of 12 items required by Public Works. Public Works requested these items in order to continue their technical review. Preliminary approval has never been granted. It is our understanding that the applicant has been working directly with Public Works for the past 12 months. A status report should be provided by Public Works which contains a listing of items still outstanding as well as items that were waived. I have not received copies of any correspondence between Public Works and the applicant since July 2, 1998. Public Works should supply this information with their status report as well as their estimate regarding timing. Despite repeated requests, Planning has been excluded from discussions between Public Works and the applicant. As a result, it will be necessary for Planning to review and approve the file before the issuance of any preliminary approval letter. cc: Gary Barnett >: TO: Jack Pace FROM: Deb Ritter DATE: January 7, 1999 RE: MEMO Application for BLA (L97 -0077) and Short Plat (L97 -0076) at 10436 47th Avenue South Long Nguyen, applicant's representative Ronald Riach, applicant's engineer TIMELINE 11/19/97 Applications submitted 12/3/97 Notice of Incomplete Applications 1/8/98 Notice of Complete Applications 2/11/98 DCD letter to Nguyen waiving APRD requirements and asking for 12 items for Public Works NO PRELIMINARY APPROVAL 2/13/98 Phone conversation between Riach and Gary Barnett 3/4/98 Letter from Riach to Barnett saying street opening should not be required 3/17/98 Email from Ritter to Joanna to check file status 3/17/98 Email from Joanna to Ritter advising that Barnett is discussing applicant's concerns with Brian Shelton 3/23/98 Letter from Barnett to Riach 3/25/98 Letter from Riach to Barnett requesting written clarification justifying more stringent design standards 4/10/98 Applicant contacts Ritter to protest Public Works' cul -de -sac requirements and wanting to know if there is an appeal process 4/10/98 Voice mail from Ritter to Joanna regarding applicant's protest 4/20/98 Follow -up email from Ritter to Joanna to determine status of situation and basis for Public Works requirements 11J2 J U' U0 N0- , W =. J H; • u_; W 0; g 1 • j, El a = W' Z F- 0' Z uj 2 0 co :0I— W W;' O• 4; Z' U 0 Z ,• Jack Pace January 7, 1999 Page 2 4/22/98 Conversation between Barnett and Ritter - Barnett advised that Short Plat Committee must meet to discuss applicant's cul -de -sac requirements 4/30/98 Applicant contacts Ritter to determine status of Short Plat Committee's decision regarding cul -de -sac requirements 4/30/98 Ritter checks with Pace to determine status of Short Plat Committee's decision 5/15/98 Riach contacts Council member Linder for assistance 5/15/98 John McFarland contacts Ross Earnst and Steve Lancaster for status report 5/15/98 Director's report regarding Nguyen supplied to Mayor 5/28/98 Shelton letter to Riach regarding Public Work's cul -de -sac requirements with copies to Linder, McFarland and Barnett 7/2/98 Fax from Riach to Shelton asking for reply to revisions 7/2/98 Fax from Shelton to Riach responding to revisions 7/29/98 Riach contacts Ritter regarding setbacks for proposed Lots 1 and 4 7/29/98 Ritter meets with Pace, then contact Riach with setback information 9/9/98 Riach submits revised drainage plans to Ritter 9/9/98 Ritter routes revised drainage plans to Public Works 11/3/98 Ritter asks Barnett about status of file, Barnett indicates that "the details are being worked out with engineer and is moving in the right direction." "Estimates 4 more weeks." 12/19/98 1/5/99 1/7/99 At Ritter's request, Pace checks status of file with Barnett. Barnett indicates that Public Works review of file will be complete by 12/31/98. Barnett returns Riach's 9/9/98 drainage plans to Pace. Ritter asks Pace to obtain written status report from Shelton. z Z. JU; OO: { U . U w=. J H': uj O: gQ z 0 W. z� 1- O O U i0 I- wW. O w z VI = • O ~: z CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA SEP091998 PERMIT CENTER REVISION SUBMITTAL f DATE: / �7 PLAN CHECK/PERMIT NUMBER: 7 ry d� C PROJECT NAME: 1- D fro tzet P/'l, S 11,614 1/eti—/ PROJECT ADDRESS: L/ -e � 4y.‘ b •-f--e9 A-1 CONTACT PERSON: t.(2 7 /766 .- 4 - e-7 6 0 26 REVISION SUMMARY: Toa LCl c1 h /7v CC x,2.4 -/•� �� /2Oec%r SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: / / //d` /' /'- /4,1-( tanning:; CITY USE ONLY ire `1 Pu61ic.Wor 3/19/96 LOT CLOSURES FOR LONG NGUYEN BLA NO. L97 -0077 Figure Name: PARCEL A Course: S 88 -38 -05 E Course: S 00 -14 -26 W Course: N 88 -38 -05 W Course: N 00 -14 -26 E Distance: 115.02 Distance: 64.34 Distance: 115.02 Distance: 64.34 Perimeter: 358.72 Area: 7399.38 0.17 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.000 Course: N 00 -00 -00 E Precision 1: 358720000.00 Figure Name: PARCEL A North: 6282.50240015 Course: S 88 -38 -05 E North: 6279.76207493 Course: S 00 -14 -26 W North: 6215.42024499 Course: N 88 -38 -05 W North: 6218.16057021 Course: N 00 -14 -26 E North: 6282.50240015 East: 4718.98530682 Distance: 115.02 East: 4833.97481966 Distance: 64.34 East: 4833.70480936 Distance: 115.02 East: 4718.71529652 Distance: 64.34 East: 4718.98530682 Perimeter: 358.73 Area: 7399.38 Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 358729114.31 0.17 acres Figure Name: PARCEL B Course: N 88 -38 -05 W Course: S 00 -14 -26 W Course: S 88 -38 -05 E Course: N 25 -42 -45 E Course: N 00 -16 -39 E Course: N 88 -38 -05 W Course: S 00 -14 -26 W Distance: 15.00 Distance: 65.01 Distance: 134.61 Distance: 175.90 Distance: 32.74 Distance: 195.29 Distance: 128.01 Perimeter: 746.56 Area: 32597.67 0.75 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.009 Course: S 33 -44 -32 W Precision 1: 85077.57 Figure Name: PARCEL B North: 6228.79099416 Course: N 88 -38 -05 W North: 6229.14842789 Course: S 00 -14 -26 W North: 6164.13647474 East: 5013.05654019 Distance: 15.00 East: 4998.05790808 Distance: 65.01 East: 4997.78508562 RECEIVED CITY OF TUKWILA SEP 0 9 1998 PERMIT CENTER ;.;,':; Course: S 88 -38 -05 E North: 6160.92954411 Course: N 25 -42 -45 E North: 6319.41368133 Course: N 00 -16 -39 E North: 6352.15186209 Course: N 88 -38 -05 W North: 6356.80453083 Course: S 00 -14 -26 W North: 6228.79099416 Perimeter: 746.57 Area: 32597.67 Distance: 134.61 East: 5132.35429187 Distance: 175.90 East: 5208.67051449 Distance: 32.74 East: 5208.82901025 Distance: 195.29 East: 5013.59374862 Distance: 128.01 East: 5013.05654019 0.75 acres Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 746568392.18 Figure Name: TOTAL Course: S 00 -14 -26 W Course: S 88 -38 -05 E Course: N 25 -42 -45 E Course: N 00 -16 -39 E Course: N 88 -38 -05 W Course: S 00 -14 -26 W Course: S 88 -38 -05 E Course: S 00 -14 -26 W Course: N 88 -38 -05 W Distance: 65.01 Distance: 134.61 Distance: 175.90 Distance: 32.74 Distance: 310.31 Distance: 64.34 Distance: 115.02 Distance: 63.67 Distance: 15.00 Perimeter: 976.60 Area: 39997.04 0.92 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.009 Course: S 33 -44 -32 W Precision 1: 111292.80 Figure Name: TOTAL North: 5997.31428888 Course: S 00 -14 -26 W North: 5932.30233573 Course: S 88 -38 -05 E North: 5929.09540511 Course: N 25 -42 -45 E North: 6087.57954233 Course: N 00 -16 -39 E North: 6120.31772308 Course: N 88 -38 -05 W North: 6127.71071705 Course: S 00 -14 -26 W North: 6063.36888711 Course: S 88 -38 -05 E North: 6060.62856189 Course: S 00 -14 -26 W North: 5996.95685516 Course: N 88 -38 -05 W North: 5997.31428888 East: 4753.38014590 Distance: 65.01 East: 4753.10732343 Distance: 134.61 East: 4887.67652968 Distance: 175.90 East: 4963.99275230 Distance: 32.74 East: 4964.15124807 Distance: 310.31 East: 4653.92647360 Distance: 64.34 East: 4653.65646330 Distance: 115.02 East: 4768.64597614 Distance: 63.67 East: 4768.37877801 Distance: 15.00 East: 4753.38014590 • Perimeter: 976.61 Area: 39997.04 0.92 acres Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90-00-00 E Precision 1: 976612713.51 LOT CLOSURES FOR LONG NGUYEN SHORT PLAT NO. L97 -0076 Figure Name: LOT 1 Course: S 00 -16 -39 W Course: S 25 -42 -45 W Arc Length: 81.91 Course: N 24 -36 -41 W Course: S 88 -38 -05 E Perimeter: 365.70 Area: 6552.42 Mapcheck Closure - (Uses listed Error Closure: 0.001 Precision 1: 299258.26 Figure Name: LOT 1 Ctr End North: 5626.89400456 Course: S 00 -16 -39 W North: 5594.15582380 Course: S 25 -42 -45 W North: 5537.11222794 Arc Length: 81.91 Tangent: 57.34 Course In: S 77 -24 -44 W North: 5527.19619451 North: 5568.18599150 Course: N 24 -36 -41 W North: 5629.75341819 Course: S 88 -38 -05 E North: 5626.89400456 Distance: 32.74 Distance: 63.31 Radius: 45.50 Distance: 67.72 Distance: 120.02 0.15 acres courses & COGO Units) Course: S 13 -33 -46 W East: 3676.65622716 Distance: 32.74 East: 3676.49773139 Distance: 63.31 East: 3649.02904060 Radius: 45.50 Chord: 71.29 Out: N 25 -43 -36 W 3604.62270906 3584.87210039 Distance: 67.72 3556.66952709 Distance: 120.02 3676.65622716 Perimeter: 365.70 Area: 6552.42 Mathematical Closure - (Uses Error Closure: 0.000 Precision 1: 365696779.32 Figure Name: LOT 2 East: East: East: East: Delta: - 103 -08 -20 Delta: - 103 -08 -20 Ch Course: N 64 -09 -26 W 0.15 acres Survey Units) Course: S 90 -00 -00 E Course: S 64 -05 -18 E Arc Length: 36.05 Course: N 24 -36 -41 W Course: N 88 -38 -05 W Course: S 00 -14 -26 W Course: S 88 -38 -05 E Perimeter: 329.46 Area: 6546.99 Mapcheck Closure - (Uses listed Error Closure: 0.002 Precision 1: 132750.23 Figure Name: LOT 2 North: 5550.00631871 Course: S 64 -05 -18 E North: 5525.42751065 Arc Length: 36.05 Tangent: 19.03 Course In: S 71 -07 -32 Ctr North: 5510.70846696 End North: 5551.69826395 Course: N 24 -36 -41 W North: 5613.26569065 Course: N 88 -38 -05 W North: 5615.05894575 Course: S 00 -14 -26 W North: 5550.71950974 Course: S 88 -38 -05 E North: 5550.00877318 East: 3459.12335964 Distance: 56.25 East: 3509.71519693 Radius: 45.50 Chord: 35.12 E Out: N 25 -43 -36 W East: 3552.76864921 East: 3533.01804054 Distance: 67.72 East: 3504.81546724 Distance: 75.27 East: 3429.56690568 Distance: 64.34 East: 3429.29690543 Distance: 29.83 East: 3459.11830749 Perimeter: 329.46 Area: 6546.99 Mathematical Closure - (Uses Error Closure: 0.006 Precision 1: 58655.72 Figure Name: LOT 3 Delta: 45 -23 -56 Ch Course: N 41 -34 -26 E 0.15 acres Survey Units) Course: S 64 -05 -18 E Course: S 64 -05 -18 E Arc Length: 36.26 Course: S 60 -50 -21 W Course: N 00 -14 -26 E Course: S 88 -38 -05 E Course: N 00 -14 -26 E Course: S 88 -38 -05 E Perimeter: 365.69 Area: 6811.28 Mapcheck Closure - (Uses listed Error Closure: 0.006 Precision 1: 61462.19 Figure Name: LOT 3 Ctr End North: 5470.00111205 Course: S 64 -05 -18 E North: 5445.42230399 Arc Length: 36.26 Tangent: 19.16 Course In: S 71 -07 -32 North: 5430.70326030 North: 5410.19716972 Course: S 60 -50 -21 W North: 5355.32555437 Course: N 00 -14 -26 E North: 5407.39763615 Course: S 88 -38 -05 E North: 5407.04020242 Course: N 00 -14 -26 E North: 5470.71430307 Distance: 56.25 Radius: 45.50 Distance: 112.61 Distance: 52.07 Distance: 15.00 Distance: 63.67 Distance: 29.83 0.16 acres courses & COGO Units) Course: N 26 -18 -49 E East: 3483.08838222 Distance: 56.25 East: 3533.68021952 Radius: 45.50 Chord: 35.31 E Out: S 63 -12 -45 W East: 3576.73367179 East: 3536.11655411 Distance: 112.61 East: 3437.77756739 Distance: 52.07 East: 3437.99608773 Distance: 15.00 East: 3452.99471984 Distance: 63.67 East: 3453.26192801 Delta: - 45 -39 -43 Delta: - 45 -39 -43 Ch Course: S 03 -57 -24 E '..�, ,}, • .. � .. Course: S 88 -38 -05 E Distance: 29.83 North: 5470.00356651 East: 3483.08333008 Perimeter: 365.70 Area: 6811.28 Mathematical Closure - (Uses Survey Units) Error Closure: 0.006 Course: S 64 -05 -18 E Precision 1: 65108.06 0.16 acres Figure Name: LOT 4 Course: S 25 -42 -45 W Course: N 88 -38 -05 W Course: N 00 -14 -26 E Course: N 60 -50 -21 E Arc Length: 70.84 Distance: 56.19 Distance: 134.61 Distance: 12.94 Distance: 112.61 Radius: 45.50 Perimeter: 387.19 Area: 6560.05 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.005 Course: N 67 -34 -36 E Precision 1: 74217.68 Figure Name: LOT 4 Delta: - 89 -11 -58 North: 5323.18698164 East: 3639.07918945 Course: S 25 -42 -45 W Distance: 56.19 North: 5272.56212028 East: 3614.70136680 Course: N 88 -38 -05 W Distance: 134.61 North: 5275.76905090 East: 3480.13216055 Course: N 00 -14 -26 E Distance: 12.94 North: 5288.70892228 East: 3480.18646268 Course: N 60 -50 -21 E Distance: 112.61 North: 5343.58053762 East: 3578.52544940 Arc Length: 70.84 Radius: 45.50 Delta: - 89 -11 -58 Tangent: 44.87 Chord: 63.90 Ch Course: S 71 -23 -14 E Course In: N 63 -12 -45 E Out: S 25 -59 -13 E Ctr North: 5364.08662820 East: 3619.14256709 End North: 5323.18698164 East: 3639.07918945 Perimeter: 387.18 Area: 6560.05 Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 387183435.82 0.15 acres Figure Name: TOTAL Course: S 00 -16 -39 W Course: S 25 -42 -45 W Arc Length: 225.05 Course: S 25 -42 -45 W Course: N 88 -38 -05 W Course: N 00 -14 -26 E Course: S 88 -38 -05 E Course: N 00 -14 -26 E Course: S 88 -38 -05 E Distance: 32.74 Distance: 63.31 Radius: 45.50 Distance: 56.19 Distance: 134.61 Distance: 65.01 Distance: 15.00 Distance: 128.01 Distance: 195.29 Delta: - 283 -23 -57 Perimeter: 915.21 Area: 26470.73 0.61 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error Closure: 0.009 Course: N 34 -13 -39 E Precision 1: 99461.18 Figure Name: TOTAL North: 5223.93562118 East: 3634.84452374 Course: S 00 -16 -39 W Distance: 32.74 North: 5191.19744043 East: 3634.68602798 Course: S 25 -42 -45 W Distance: 63.31 North: 5134.15384456 East: 3607.21733719 Arc Length: 225.05 Radius: 45.50 Delta: - 283 -23 -57 Tangent: 35.93 Chord: 56.40 Ch Course: S 25 -42 -45 W Course In: S 77 -24 -44 W Out: S 25 -59 -13 E Ctr North: 5124.23781113 East: 3562.81100564 End North: 5083.33816457 East: 3582.74762801 Course: S 25 -42 -45 W Distance: 56.19 North: 5032.71330321 East: 3558.36980536 Course: N 88 -38 -05 W Distance: 134.61 North: 5035.92023383 East: 3423.80059911 Course: N 00 -14 -26 E Distance: 65.01 North: 5100.93218698 East: 3424.07342158 Course: S 88 -38 -05 E Distance: 15.00 North: 5100.57475326 East: 3439.07205369 Course: N 00 -14 -26 E Distance: 128.01 North: 5228.58828993 East: 3439.60926212 Course: S 88 -38 -05 E Distance: 195.29 North: 5223.93562118 East: 3634.84452374 Perimeter: 915.22 Area: 26470.73 0.61 acres Mathematical Closure - (Uses Survey Units) Error Closure: 0.000 Course: S 90 -00 -00 E Precision 1: 915222419.01 Z • u-;•. �: • ;v 0 W:. W =; • u) LL: •O; • = Ci • • =; Z_ �': F- O. • ZH •UI3 O ` i0 ,WW U �' •Z • .A. • RECEIVED CITY OF TUKWILA SEP 0 9 1998 PERMIT CENTER DRAINAGE REPORT FOR THE LONG NGUYEN SHORT PLAT/BLA BEING A PORTION OF THE SE 1/4 OF SEC. 3, T. 23 N., R. 4 E., W.M. CITY OF TUKWILA, WASHINGTON JRR # 97-18 PREPARED FOR: MR. LONG NGUYEN 510 RAINIER AVENUE SOUTH SEATTLE, WA 98144 (206) 767-4338 PREPARED BY: RONALD K. RIACH, P.E. d.b.a. JRR ENGINEERING 16030 52ND AVENUE WEST EDMONDS, WA 98026-4724 PN. (425) 745-1766 FAX (425) 742-5221 / 010 c !EXPIRES /0<A" I 10 • King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner LONG- 1NI G U Y EN Address 50 1 - 12AIIJI 6E. AUE,S. SEA7tZ.E'7 Phone 0206) 7(07. 4335 Project Engineer 'ROMA l-- 1G . RiACM Company 3–fZ EiG-IMEFR.S & Addres P one 147030- 5Z ANIB W. E V14"14 zs- PART 3 TYPE OF PERMIT APPUCATION El Subdivision tia Short Subdivision Grading E] Commercial Other 1800t4a1-Y LAE ASS. Page 1 of 2 PART 2 PROJECT LOCATION AND DESCRIPTION Project Name NGosiEN SHO er pc4.74LA Location Township 23 1\1 Range 4 E .W.N1, Section 3 Project Size . 9 2 AC • Upstream Drainage Basin Size NA AC PART 4 OTHER PERMITS DOF /G HPA EJ COE 404 0 DOE Dam Safety FEMA Floodplain n COE Wetlands ll Shoreline Management ED Rockery (1 Structural Vaults 0 Other EJ HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN Community TUKWIL.A Drainage Basin GRS' EIJ RIVER PART 6 SITE.CHARACTERISTICS Q River [] Stream Critical Stream Reach Depressions/Swales 0 Lake n Steep Slopes Cl Lakeside /Erosion Hazard fl Floodplain fl Wetlands 0 Seeps/Springs ll High Groundwater Table I-1 Groundwater Recharge E Other PART 7 . SOILS Soil Type T`j' P E C, Slopes / o AVG.. 9 o n Additional Sheets Attatched Erosion Potential LOW Erosive Velocities 1/90 Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT UMITATIONS REFERENCE 0 Ch. 4 - Downstream Analysis Cl 0 0 Additional Sheets Attatched LIMITATION/SITE CONSTRAINT PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION E] Sedimentation Facilities Stabilized Construction Entrance lEg. Perimeter Runoff Control 21 Clearing and Grading Restrictions . 1. Cover Practices Construction Sequence 0 Other MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities ,ga. Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities 0 Flag Limits of NGPES 0 Other PART 10 SURFACE WATER SYSTEM El Grass Lined Channel CS Pipe System 0 Open Channel CI Dry Pond Wet Pond : Tank 0 Vault t!El Energy Dissapator 0 Wetland 0 Stream Infiltration = Depression 0 Flow Dispersal O Waiver E Regional Detention Method of Analysis 5,13. 0.1-f -- 5-G.S. Compensation/Mitigation of Eliminated Site Storage Brief Description of System Operation CON Ey4tJ -, AND DISC.%FAR&E W EXt5TING STORM 'DRA A,E Facility Related Site Limitations Reference Facility Limitation 1-1 Additional Sheets Attatched PART 11 STRUCTURAL ANALYSIS (May require special structural review) El Cast in Place Vault 0 Retaining Wall Rockery > 4' High l� Structural on Steep Slope E Other PART 12 EASEMENTS/ TRACTS fffi. Drainage Easement >5. Access Easement E 1 Native Growth Protection Easement n Tract .11. Other U 1 i 1 i 4-y Ease me in+ PART 14 SIGNATURE OF PROFESSIONAL ENGINEER 1 or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. #,t, #j4,,.�o.�: "i IV /V/97 1 MIA ) TABLE OF CONTENTS PROJECT OVERVIEW CHAPTER 1 CHAPTER 2 CHAPTER 3 APPENDIX A PAGES 1 -4 VICINITY MAPS PRELIMINARY STORMWATER PLAN PRELIMINARY STORMWATER DESIGN DRAINAGE MAINTENANCE BMP's JRR ENGINEERING PAGE 1 FILE: 9718REP This report has been prepared by JRR Engineering for Mr. Long Nguyen, as support information for the Detailed Drainage Plans for the Nguyen Short Plat/Boundary Line Adjustment (SP) /(BLA). Any revisions to the proposed project may not use or depend upon this report without the written permission of JRR Engineering. City requirements for grading and drainage for this SP/BLA are generally as follows: 1. Provide a detailed drainage plan. 2. Identify existing conditions and possible development impacts. 3. Show compliance with City code requirements for drainage. 4. Provide storm drainage calculations. Calculations and design plans are based on good engineering practice, City of Tukwila code requirements, methods and procedures in the King County "Surface Water Design Manual" and investigation of the existing system in the project area. General Site Description /Condition The subject property, which consists of approximately 0.92 acres for the entire SP/BLA, is located between 47th Ave. S. and South Ryan Way, approximately 550 feet North of South 107th Street. The subject property consists of portions of lots 29 and 30 of the Plat of Merricks Acre Tracts Div. 2, within the southeast quarter of Section 3, Township 23 North, Range 4 East, W. M. The site has been cleared of vegetation in the past and currently is well covered with blackberry and other brush (see photographs on page 2). A relatively small amount of Maple is also present at various locations along the south property line of the portion of the site fronting 47th Avenue South. It is proposed that the site be used as residential lots for the existing house at 10436 47th Avenue South by means of a BLA, and four single family residences to the east of the existing house via the Short Plat process, which will gain access off of S. Ryan Way. The site is bounded to the east and west by City road rights -of -way and on the North and South sides by properties of a similar nature. w` e:2=. JU: 0 0; t NO: cn W W =; W 0. u. ¢. • v: �_ Z I- 0a Z D • 0: • N; '0E-i W W; H U` 0 w Z. =. z JRR ENGINEERING FILE: 9718REP Top: Near proposed access off S. Ryan Way looking west. Bottom: Looking southwest. PAGE 2 fl JRR ENGINEERING FILE: 9718REP Downstream Conditions Site visit: September 8, 1997 Weather: Sunny and Dry Observer: B. Riach PAGE 3 z a Hz w 00 co o' Starting at a Catch Basin (CB) recently installed as part of the Johnson Piggyback Short Plat , w w; (L92 -0032 & 0032) on the east side of 47th Ave. S. at the NW corner of the site frontage on said J I` street, the observer proceeded south 66 feet down a shallow ditch to a CB near the SW corner of w 0 the site. This is an old CB made of block which collects surface water from the site frontage. A 2 , 12" concrete pipe enters from the north, 4" concrete drain tile enters from the east and the water g a. exits to the west through an 18" corrugated metal pipe. Proceeding west approximately 40 feet N a the 18" CMP outfalls to dissipate in dense brambles and foliage in terrain sloping at approximately i 2 to 2.5% to the west. Percentage of outfall that percolates into soils and what remains surface z F- water over the next 320 -350 feet through brambles and deciduous forest downstream is unknown. 1-- o A well defined water channel was not observed. Due to the extremely thick undergrowth, tracing 2 D: downstream flows beyond this point was not attempted. At approximately 360 to 390 feet `v 0 downstream any surface water remaining would be intercepted by drainage provisions for the 'o H Public Storage, Inc. located on the NE comer of the intersection of Martin Luther King Way and w W' =U Ryan Way. This drainage system was not observed as it is located on private property which is 1- —: gated and locked. LI Z? tii UN_ Starting at the roadside curb on the west side of Ryan Way at the SE comer of the site frontage 0 -! on said street the observer proceeded southeast. For the first 142 feet the curb & gutter slope z .. SW at approximately 4.4% where surface runoff is intercepted by a catch basin. Water exits CB to the SW via 12" concrete pipe through a series of catch basins located along the curb of Ryan Way, which curves to proceed in a westerly direction. At 1200', 12" concrete pipe continues west, presumably connecting with larger pipes at Martin Luther King Way. Existing Drainage The site currently has no stormwater collection system. Runoff is overland and flows uncontrolled to the East and South. The site is outside the floodplain and contains no streams or wetlands. The single family residence currently existing at the site will not experience an increase in impervious area. � .'. JRR ENGINEERING FILE: 9718REP Proposed Drainage PAGE 4 It is anticipated that developed runoff from the new residences, and the new paved driveways will be conveyed easterly to connect to a new Type 2 CB installed within the ROW near the southwest portion of the proposed BLA. No detention facility is required for this project as outlined in "Exemptions From On -Site Peak Rate Runoff Control" on page 1.2.3 -5 of the King County, Surface Water Design Manual. Drainage calculations included within this report indicate the proposed project's post - developed peak runoff rate will be .43 cfs more than the peak runoff rate for the existing site condition for the 100 -year return period design storm. An increase of .5 cfs is considered to be a "Negligible Peak Runoff Rate Increase ". The conveyance system was sized using the 100 year design storm. Runoff from the east and south sides of the new development (back yards) will flow uncontrolled overland and discharge from the site to the south and east as in the pre - developed condition. Downspouts for the new single family residential lots will be routed to the collection system. Proposed Development and Impacts Grading is proposed to provide access and parking for the proposed use and improve the collection of surface water runoff on the site. Runoff will run through a 12 -inch culvert before being discharged to the Type 2 CB intended to replace the existing drainage structure on the east side of 47th Ave. S. No significant erosion has been observed around the existing grading and no significant erosion is anticipated on the subject property due to the proposed development. Post development peak flows are expected to be .43 cfs larger than the pre - developed peak flows for the 100 year return period design storm. As described in the Downstream Conditions the storm water collected from the East side of 47th Avenue South discharges onto private property on the West side of the street. Ultimately, City road and drainage improvements along 47th would be expected to direct street runoff south along the existing ROW. In order to mitigate the peak rate increase it is proposed that a rip rap pad be installed at the discharge from the 18 inch culvert. 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SELF SERVICE .MINI WAREkOUS(= zi • gee 7E. 3.7i1 WSTRLI/ PROP. LINC OF - PROTECT S ITE M St t /55.1,5 0 N,4 • 7j'B JkS- /j iv • } .4gAbr441 5r cittov D i(r$capI pi 9g /5.4.99 h Go 00 e ohp ty /i4.lf Ao99� Gs 94.96 17 • '7 ...b �p, ke:"s:i/. This sketch is for the purpose of showing the approximate general location of the premises without actual survey and Chicago Title assumes no Ilebility In connection with the eame. N �b QCs 444 /6 5• Srr_ 5�3G/ �3 CHAPTER 2 PRELIIVIINARY STORMWATER PLAN mm Drawing# C4 z OF SEC. 3, A PORTION OF THE Pos5IBLE BUILDING FoorPRI $Ts ■ / / / Z5 / i r) i 06 ' 0 ' _ 1 / / j .sm / ,/ 11 3$ZKOON 1 i � -t — l'J , 98 t / 1 1, / �n . of 1N'�3 Ci. / / /// ; / / yrl' W / I >. I 1, / / / - .itN / / J �: ?I 6" 1 S I i _t Lb 1 SS ° M'Am m/ - t 1� dP0.12— N & ¢ —a m nom-- d3--- �� .9SI LfiG 'm L___. 1 L9.Y& ill a0 .4. 1 --.17 --,g— ----.--.-----S r-iiill •os *mod 1111..1 °:''� CHAPTER 3 PRELIMINARY STORMWATER DESIGN Project Name &TRR .Engineering ENgiNEERINq & PEANNINq SERVICES 16030 52nd Avenue West • Edmonds, WA 98026 -4724 (425) 745 -1766 • Fax (425) 742 -5221 N.yuy.-0 e) 5h014 p /k ,' /Bi-A NO- 1'7"-/g? NycJr o /oll'e- PIA /�S,'S S" Gou-ei -e 6 /4-4.,&Lerry X44 ti- e.-At s /care. 9 A .2. 7' s,, Jo 0 1,`h ru•104 po,e7 /ic/ ,:t 4..e. . "%�kr.I.11 '' Ay . ode rattle_... ; -.rn /AA r.. ra gyp. 1 s.aS .O. ✓� C 659. ✓R /brtj ...ins 1,04 ,../1 CT- 1 1.14e- ,s J - . l+'. L C rt. "ewe /ape_. Gl rl d ? O, lac7,el:__.);td/c� ..� __ re- t, pipro /pr,:6�_._.:_. /4//�+io %.�r`c - -- 0 ra:t4�p /s • �/r.�t� Gamer Cm :- 8I • • �,w.�c11Gw� 40e4.Co.4) yz •y *300): _ 3 5..5 = • .4 C1s* 7b� t = • 1 5 5 " f y2 611,1 4. 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W N. 0H. z KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS 2-YEAR 24-HOUR PRECIPITATION 003.44' ISOPLUVIALS OF 2-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 Mlles , • Project Name. JR1? nee 'iii ENgINEERINq & PIANNINq SERVICES 16030 52nd Avenue West • Edmonds, WA 98026 -4724 (425) 745 -1766 • Fax (425) 742 -5221 LONG N G UY EN No - 97 -18 2. YEA R. EVENT 12R.E PEV L.C7PED S.C.S. TYPE -lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,2 * * * * * * * * * * * * * * * * * * ** S.C.S. TYPE -1A DISTRIBUTION * * * * * * * * * * * * * * * * * * ** * * * * * * * ** 2 -YEAR 24 -HOUR STORM * * ** 2.00" TOTAL PRECIP. * * * * * * * ** ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .74,81,0,0,35.8 DATA PRINT -OUT: AREA (ACRES) .7 PEAK - Q(CFS) .05 PERVIOUS A CN .7 81.0 T -PEAK (HRS) 8.00 IMPERVIOUS TC(MINUTES) A CN .0 .0 35.8 VOL(CU -FT) 1617 DEVELOPED? S.C.S. TYPE -1A RAINFALL DISTRIBUTION ENTER:.FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 2,24,2 * * * * * * * * * * * * * * * * * * ** S.C.S. TYPE -1A DISTRIBUTION * * * * * * * * * * * * * * * * * * ** * * * * * * * ** 2 -YEAR 24 -HOUR STORM * * ** 2.00" TOTAL PRECIP. * * * * * * * ** ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .46,86,.28,98,5.5 DATA PRINT -OUT: AREA(ACRES) .7 PEAK- Q(CFS) .23 PERVIOUS A CN .5 86.0 T- PEAK(HRS) 7.67 IMPERVIOUS TC(MINUTES) A CN .3 98.0 5.5 VOL(CU-FT) 3221 . �..., . �.._�... A 33 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS 2.1 22 2.3 24 2S 26 27 28 29 3.0 40' Pai 10-YEAR 24-HOUR PRECIPITATION • 3.440"1. ISOPLUVIALS OF 10-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 6 7 8 Mlles 1: 300.000 rt. Og 45;6 -"„ 4 " " .44,44Na.'44:11445044'it " --g4440. " • 1/Q0 40 Project Name. JM I? Engineerkiig ENONEERINq & PIANNINq SERVICES 16030 52nd Avenue West • Edmonds, WA 98026 -4724 (425) 745 -1766 • Fax (425) 742 -5221 LONG NGUYfI 51 -10RT PLAT to YEAR. v'EN-r S.C.S. TYPE -1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10,24,2.9 * * * * * * * * * * * * * * * * * * ** S.C.S. TYPE -1A DISTRIBUTION * * * * * * * * * * * * * * * * * * ** * * * * * * * ** 10 -YEAR 24 -HOUR STORM * * ** 2.90" TOTAL PRECIP. * * * * * * * ** ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .74,81,0,0,35.8 DATA PRINT -OUT: AREA (ACRES) .7 PERVIOUS A CN .7 81.0 IMPERVIOUS TC(MINUTES) A CN .0 .0 35.8 PEAK - Q(CFS) T- PEAK(HRS) VOL(CU-FT) .13 8.00 3302 �DP V1 io P i S.C.S. TYPE -1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10,24,2.9 * * * * * * * * * * * * * * * * * * ** S.C.S. TYPE -1A DISTRIBUTION * * * * * * * * * * * * * * * * * * ** * * * * * * * ** 10 -YEAR 24 -HOUR STORM * * ** 2.90" TOTAL PRECIP. * * * * * * * ** ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .46,86,.28,98,5.5 DATA PRINT -OUT: AREA(ACRES) .7 PEAK - Q(CFS) .39 PERVIOUS A CN .5 86.0 T- PEAK(HRS) 7.67 IMPERVIOUS TC(MINUTES) A CN .3 98.0 VOL(CU -FT) 5345 5.5 4 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NicuPritimigraNF J no• I00 -YEAR 24 -HOUR PRECIPITATION • 3.4 ISOPLUVIALS OF 100 -YEAR 24 -HOUR TOTAL PRECIPITATION IN INCHES 0 1 2 3 4 5 A 7 A MIIa. :: Project Name- �TRR 10n ii eering ENONEERINq & PIANNINq SERVICES 16030 52nd Avenue West • Edmonds, WA 98026 -4724 (425) 745 -1766 • Fax (425) 742 -5221 LONG NG(JY51I1 SHORT PLA-r No• C3? -(8 Joo YEAR. Ev'EN` " PRE 2EvEL_o r EV S.C.S. -1A RAINFALL DISTRIBUTION ENTER: FRE (YEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3.98 * * * * * * * * * * ** * * * * * * * ** 100 * * * * ** S.C.S. TYPE-IA DISTRIBUTION * * * * * * * * * * * * * * * * * * ** EAR 24 -HOUR STORM * * ** 3.98" TOTAL PRECIP. * * * * * * * ** ENTER: A(PERV), (PERV), A(IMPERV), CM(IMPERV), TC FOR BASIN NO. 1 .74,81,0,0,35.8 DATA PRINT -OUT: AREA(ACRES) PER IOUS IMPERVIOUS TC(MINUTES) A CN A CN .7 .7 :1.0 .0 .0 35.8 PEAK - Q(CFS) T- PEAK(I'S) VOL(C;4711c)le .24 7.83 5 V E V E oPEn 5te S.C.S. TYPE -1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HO .), PRECIP(INCHES) 100,24,3.98 * * * * * * * * * * * * * * * * * * ** S.C.S. TYPE- A DISTRIBUTION * * * * * * * * * * * * * * * * * * ** * * * * * * * ** 100 -YEAR 24 -HOUR STORM * * ** 3.98" TOTAL PRECIP. * * * * * * * ** ENTER: A(PERV), CN(PERV), A(IMPERV), v (IMPERV), TC FOR BASIN NO. 1 .46,86,.28,98,5.5 DATA PRINT -OUT: AREA(ACRES) PERVIOUS IMPERVIOUS C(MINUTES) A CN A CN .7 .5 86.0 .3 98.0 5.5 PEAK - Q(CFS) T- PEAK(HRS) VOL(CU -FT) .60 7.67 8028 z 1.■.Z: UJ UO. co • W' W= N W; W O. • g J' • ND. = C7 • z' Z • 1- a :Z F- • ra W W. Ui Z' tll U N' • "I= I'; z S.C.S. TYPE -1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3.98 * * * * * * * * * * * * * * * * * * ** S.C.S. TYPE -1A DISTRIBUTION * * * * * * * * * * * * * * * * * * ** * * * * * * * ** 100 -YEAR 24 -HOUR STORM * * ** 3.98" TOTAL PRECIP. * * * * * * * ** ire. ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .76,81,0,0,35.8 DATA PRINT -OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .8 .8 81.0 .0 .0 35.8 PEAK - Q(CFS) T- PEAK(HRS) VOL(CU -FT) .25 7.83 5763 ("5-1 ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 .4,86, .36, 98, 4.2 DATA PRINT -OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .8 .4 86.0 .4 98.0 4.2 PEAK- Q(CFS) T- PEAK(HRS) VOL(CU -FT) .68 7.67 8566 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: i-Z w 6 JUG U O:, N0 ww. J F w 0, g J. U D =d' mow' 1- or Z la 0; ui w W u:Z U N? • 0 Project Name- JRR Engineering ENONEERINq & PIANNINCj SERVICES 16030 52nd Avenue West • Edmonds, WA 98026 -4724 (425) 745 -1766 • Fax (425) 742 -5221 LON r NGtJYfN 21-1ORT PLAT No• -!8 DIAMETER INCHES 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 12.00 10.00 10.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 12.00 12.00 GRAVITY PIPE FLOW COMPUTATIONS: Manning SLOPE PERCENT 1.00 2.00 3.00 3.50 4.00 4.50 4.50 4.50 4.50 5.00 5.00 6.00 6.00 6.00 6.00 6.00 5.00 4.00 3.00 2.00 2.50 2.50 2.60. DISCHARGE FLOW DEPTH GPM INCHES 22.0 22.0 22.0 22.0 22.0 22.0 260.0 260.0 47.0 47.0 47.0 94.0 94.0 94.0 260.0 260.0 260.0 260.0 260.0 260.0 260.0 260.0 260.0 1.06 0.90 0.81 0.78 0.76 0.74 2.48 3.60 1.49 1.45 1.39 1.65 1.74 1.82 2.84 3.03 3.17 3.36 3.63 4.05 3.81 3.54 3.51 MANNING N 0.0120 0.0120 O .0120 0.0120 O .0120 O .0120 O .0120 0.0240 0.0240 0.0240 0.0220 O .0220 O .0220 0.0240 0.0240 0.0240 0.0240 0.0240 O .0240 0.0240 0.0240 O .0240 O .0240 VELOCITY FPS 1.79 2.29 2.63 2.78 2.91 3.03 6.28 3.80 2.34 2.43 2.58 3.22 3.29 3.09 4.08 4.16 3.89 3.59 3.24 2.79 3.03 2.99 3.03 Z • re • U' U O': taw; • Ili =! OI ujQ L. (1;. • _;. Z • 1- O • z 1-' ?Q` ',a- • • W. = V H Z U N, z. • APPENDIX A DRAINAGE MAINTENANCE BMP's • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS Maintenance Component Defect Conditlons When Maintenance Is Needed Results Expected When Maintenance Is Performed General Trash & Debris (Includes Sediment) Structural Damage to Frame and /or Top Slab Cracks in Basin Walls /Bottom Settlement/ Misalignment Are Hazard Vegetation Pollution Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of basin by more than 10 %. Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that would cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume. Corner of frame extends more than 3/4 inch past curb face into the street (if applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into the basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet /outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, oil, and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. ' Vegetation growing in inlet /outlet pipe joints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. No trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin, No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet /outlet pipe. Basin replaced or repaired to design standards. No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS (Continued) Maintenance Component Defect Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Catch Basin Cover Cover Not in Place Ladder Metal Grates (if applicable) Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Trash and Debris Damaged or Missing Cover is missing or only partially in place. My open catch basin requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame haw less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder Is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 2096 of grate surface. Grate missing or broken member(s) of the grate. Catch basin cover Is closed. Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate openings meet design standards. Grate free of trash and debris. Grate is in place and meets design standards. .- 1 IAA 1 • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 10 - CONVEYANCE SYSTEMS (Pipes & Ditches) Maintenance Component Defect Conditions When Maintenance Is Needed Resuftts Expected When Maintenance is Performed Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (if Applicable) Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of pipe by more than 20%. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20% of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned /flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. 1 Replace rocks to design standard. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 • Z J V; • U O; CO Oa W O: J; tLQ: 1 W:. • _L Z I—, I— O. • :Z W W;. ;O ,0 W W' .O: LLIZ: UN z ". MEMO TO: Nguyen Files L97-0077 (BLA) L97-0078 (Short Plat) FROM: Deb Ritter DATE: July 29, 1998 RE: Setback Requirements Lots 1 and 4 - Ron Riach, the applicant's engineer, has responded to Brian Shelton's memo of July 2nd and appears to have incorporated these requirements in the revised plans (see copy attached). Mr. Riach has requested clarification from Planning regarding the required setbacks for Lots 1 and 4. Per Jack, the First Front for these two lots may be along Ryan Way, with a 20 foot setback. The Second Front for these two lots may be along the cul-de-sac with a 10 foot setback. There is one condition: that the setback for the garage on Lots 1 and 4 be 20 feet from the cul-de-sac so cars in the driveway will not block or interfere with the sidewalk traffic. Mr. Riach has agreed to this condition this date and will be resubmitting final plans by mid-August. FRO,I JRR ENGR- RONBJODY RIACH ,° 1 PHONE NO. : 425 +742 5221 r' Jul. 28 1998 04:49PM P1 N Ronald K. Riach, P.E. d.b.a. JRR Engineering ”. Fax to number: [ 2O G -- / 3 (.. ,3 Attention: l 'b,Q Die: { 7/ 2_13 From: _ Number of pages (Intl. covet): 1 Subject: Al5`` °" qtr' (J 7 -oo7 , Additional comments: L /-4:5 Al er400.1 _2 Lhoiz alga-ad of.4 Uds IFC�ta....� a�1�' rev %s1 p' LW& k;,e.•u.e.�s. / _ .� o fLe— L 2 Erna IA t-a r La/ #4 coeviey /-1-11 Zo_iij C0• �.h0 z$ /8. CV,. 5.2S 4✓ d LI /O. 060 as s. -.err. P /use lbudi MotelgeS Layl-d•u. /` _tt [. Ise_44e, /,-;or Ron & Jody Riach 16030 52nd Avenue West Edmonds, WA. 93026 -4724 Phone: (42S) -749-W6€ „, Fax: (42S) x-5521 787. - O2P I E -Mail: RRiach®AOL.cozn /` --30' . F-RO ?9 : JRR ENGR— RON&JODY RICH PHONE NO. : 425 +742 5221 t nza(.)1 — \\vim h 4. / g • x 1 1� 01 I's aj 1 c0 —W ` \-- 44414,.... - ter. Jul. 28 1998 04:50PM P2 4n-Q – ,�.Cj / ``\- .`1 ha- w G . F- 14 .\ / UUUtI Z Qp/ ��-'•�. / >i�Cr 4d / ` .J /�-■• id! m1 °- // G4' /rO7°s w- NG � i / )-L7W m1u Ct . / �� / / 00a. oN- 1 �/ / a*,- �" � �TA. / \ :: • oo // '\ O / / 16 crams • Wt� /. we5 0,04 • • G °- __ 1I�' / L L;36,25• / / 41, 4 = • I / /- // i \c-)q) I� / 0Z J \\ / / to _ .�- �`t i � �! h C7�O / M. �� N K ta. / n2 'n Li 6, ,n / r"� n N�a(� / O ^ •a r- L- — — — .... .. ,:s'1,9 .J' 3 -9D100N Z I- ., _ ^ 2y- -- - - _ �_ it 1 v^ n w = i- NU / / / n'0. 3 `vi / w);t Mm / / / `. t"'.6:;••,..,.„. T-.. / / fir /_ -- - T- -- ---�- r1 Ify U n - . _ 0 1 o+ r„• 3.9Z.1•1-00N \ .,a 10 Li X r TO: Ron Riach FROM: Brian Shelton DATE: July 2, 1998 SUBJECT: Nguyen Short Plat MEMO r In response to your fax request, the following is provided: 1. The pavement width, face of curb to face of curb, for the throat of the access shall be 28 feet minimum. 2. The right -of -way width for the throat of the access shall be 50 feet minimum. 3. The curb radius (face of curb) for the low volume street opening shall be 12.5 feet minimum. 4. The pavement width for the cul -de -sac shall be based on a radius of 40 feet measured to the face of curb. 5. The right -of -way for the cul -de -sac shall be 81 feet diameter from back of curb to back of curb, or 91 feet diameter from back of sidewalk to back of sidewalk. 6. The curb and gutter around the cul -de -sac shall be within the right -of -way. The sidewalk around the cul -de -sac may be either in right -of -way or easement. I hope this answers your questions and provides ample information for you to proceed. Please contact Gary Barnett or me at (206) 433 -0179 if you have any questions. cc: Gary Barnett, PW Deb Ritter, DCD • W IL MC 1 • •J U • ;0 O; `(C:1: cnw: w x; g,. • J:- u_ . .22 a'. z z �: ww ,O N; w w H- V: w • ,O z • 07702/1998 11:56 42574252 JRR ENGINEERING Ronald K. Riach, P.E. d.b.a. JRR Engineering Fax b" umber L 2 -- `I 3 (" 3‘ (o S Attention: Date: From: l PAGE 01 FIECEal V r JUL 2 1998 PUBLVWws c ; a Shf l ni +?. E. 0 n Number of pages (Incl. cowry: 1 Subject: Additional oommsnts: l S f-/-0 /Z7 feat //), o pi_e_d 2 cid t,.U� -�_ a. 1.. Ate. r o r k ro.i., y is b y nom . ?��o�s.v l frior PLID ; ya e 3 day r l Io/ � GaGt , � r-P-u,.,c_e(6.) R a id LvLo1 reSp o mac. 217 ,•� ! /4/ s ArikQ QGt. Pr' AIR.- 1 i sse s [yoA,t ,) 1 I / du /lei- and 4.•5 t / o I few «i bek i rd.„ co Ron & Jody Riach 16030 52nd Avenue West Edmonds, WA 98026 -4724 Phone: (425) 745 -1766 Fax: (425) 742 -5221 E -Mail: RRiach©AOL.com 0);AA ft , .er / 4A 07/02/1998 11:56 42574252'7-1 •• •• 1!) JRR ENGINEERING ..... •• • • • • •■••••-•■••• • • • • .„ ..• . .• - 6e.) CI . 5 . Pl'ece-Mr. 1.. r •G1 "kit,r.ct■4_,4311-, C:6 dei-Peee, e ;Li W. • _ •4 4-13 442_ 1•4 ..y .. PAGE 02 • • • • • ••• - r c 26, _f_b_gs_ _gar .44& C cez-el 44e/ aVC". cezr- ,4 _CR.o..v1/44) Car 44.42_. fkoe • • .......••••■■••••• ••• •••••••■•••,• • • •••••• •• • . ••••• • .••• „__ . ...--.-- . .. • . ract; 4or 4-ke_ . 0._ %)014-LeAR- ofe^:f )0.C+ , #2.0 f, 2-5 c+ . ••• ..• •••••• • • . . ■•• • • •• ••• • ... ,13 :4 44, 6e._ .<."?„.-c+ .m.;n, 70 .c+..e.4.;,1 f4- fut:e. 104 "44A 1711,:s sk,,tk fau.. trc • • cLcd • o r ¥k 1k&R . • .. . • be_ 45 o el; 4.0•A `10 91 ct • /. . ,e filpt/:%!,,/l-ae- 74-o tek-' or cat-hi or- ,e= • • • • •••• ••••• / • UJ64 t 44,er a r OckrIA f14- C44. Id.3 '44 v\ 41%.e.. C4L1 ckSetr- ,W .,••••77,_ , '. May 28, 1998 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director Mr. Ronald K. Riach, P.E. • d.b.a. JRR Engineering 16030 52nd Avenue West Edmonds, WA 98026 RE: Access to Nguyen Short Plat (SP# L97 -0077) Dear Mr. Riach: In response to your recent inquiry and March 25, 1998 letter regarding access to the Nguyen Short Plat, the Public Works Department has determined that the access requirements stipulated in the February 11, 1998 letter from Deborah Ritter are appropriate and required. The reason for these requirements is safety, which was also stated in the February 11, 1998 letter. I direct your attention to TMC 17.08.070C, copy enclosed, which states "Other improvements not specifically mentioned herein but found necesasary due to conditions found on site may be required." The specific site condition is a cul -de -sac with essentially no throat in such close proximity to a minor arterial. The access requirements are intended to maintain traffic and pedestrian safety both on -site and on the adjacent minor arterial, Ryan Way. The proposed design of a 60 foot diameter cul -de -sac could likely create conditions that will require vehicles exiting the site to back out onto Ryan Way. This is unacceptable from a traffic safety standpoint. The Public Works Department will make this requirement part of its recommendation to the Short Subdivision Committee when the Committee takes final action on your proposal for the short plat. Once the Short Subdivision Committee has taken final action, should you disagree with its decision, you have the option of filing an appeal with the City's Hearing Examiner pursuant to TMC 18.104.010(c) and Chapter 18.116 TMC. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 w JU • 0 Cr .0 0' wUJ X: J I— w O` u. = C� �w H O': w~ • uf. .2 U; �O. w ' U =' OH z • Mr. Ronald Riach Access to Nguyen Short Plat Page 2 I apologize for the belatedness of this response. We rationale had been previously explained to you. We (206) 433 -0179 if you have any questions or would Sincerely, ,1 / `ee Brian L. Shelton, P.E. City Engineer Enclosure cc: John McFarland, City Administrator Gary Barnett, Development Engineer Deborah Ritter, Assistant Planner Pamela Linder, Council President had originally understood that the above apologize for the error. Please contact me at like to meet to further discuss the issue. •.z • • JU= '0.O :. • cow w =; ,w 0; • = C� mow: z 1—' 0: Z 1-:. Dp i 0 ;w ,17�L - o • Z1, .02: • 0. . Z • TEXT FOR DIRECTOR'S REPORT • NGUYEN The original application was filed on November 19, 1997. On February 11th, the applicant was asked to provide 12 items required by Public Works (as the result of its substantive review). Since that date, the applicant and his engineer have been working exclusively with Public Works. Planning initiated several status checks with Public Works, beginning on March 17th. On May 10th the applicant contacted Planning to protest the requirements set by Public Works. TO: Jack Pace FROM: Deb Ritter DATE: May 15, 1998 RE: MEMO Application for BLA (L97 -0077) and Short Plat (L97 -0076) at 10436 47th Avenue South Long Nguyen, applicant's representative Ronald Riach, applicant's engineer TIMELINE .z w J U: U O: N 0' W I � w= w0. ga TA Dry' = W. • H =:. z�. F= o, • 2/11/98 DCD letter to Nguyen waiving APRD requirements .2 o: and asking for 12 items (per Public Works) •U ww H 0. —O Cuz U ='. • .0 H z 2/13/98 Phone conversation between Riach and Gary Barnett Applicant and engineer meets with Pubic Works? 3/4/98 Letter from Riach to Barnett saying street opening should not be required 3/17/98 Email from Ritter to Joanna to check on file status 3/17/98 Email from Spencer to Ritter advising that Barnett is discussing applicant's concerns with Brian Shelton 3/23/98 Letter from Barnett to Riach 3/25/98 Letter from Riach to Barnett requesting written clarification justifying more stringent design standards 4/10/98 Applicant contacts Ritter to protest Public Work's cul -de -sac requirements and wanting to know if there is an appeal process 4/10/98 Voice mail from Ritter to Spencer regarding applicant's protest 4/20/98 Follow -up email to Spencer to determine status of situation and basis for Public Works requirements Conversation between Barnett and Ritter - Barnett advises that Short Plat Committee must meet to discuss applicant's cul -de -sac requirements 4/30/98 Applicant contacts Ritter to find out status of Committee's decision regarding cul -de -sac requirements 4/30/98 Ritter checks with Pace to determine status of Committee's decision Memorandum DATE: May 15, 1998 TO: Ross Earnst; Steve Lancaster FROM: John McFarland RE: Ronald Riach Inquiry (Nguyen Short Plat) CC: Brian Shelton, JacK Pace FOR YOUR IMMEDIATE ATTENTION z w, r4 2 JU 00 CO 0 W 111, •, CO w;. w u_ a: I was provided with a packet of information from Councilmember Linder that she cn v' received from Mr. Riach. He has asked for her assistance in resolving what he believes to x be a failure of the City of respond to his inquiry of March 25. z �. O In discussing this matter yesterday with Ross and Brian, it was my understanding that we w !" are awaiting a legal review of the City's position and a scheduling of a Short Subdivision 2 01: Committee at Mr. Riach's request. In reading his letter, I do not find where he has o cn requested that the committee convene to reconsider our decision to require a larger cul- o w w de -sac. O li• Z uy 1. I would like someone to immediately determine the status of this matter. Is it U at this point a matter of responding to his request for information, or is he expecting some O 1": sort of appeal process. (I realize the former may lead to the latter). Z 2. How did we go 50 days without any communication to this person? (assuming his contention to Pam is correct.) She advised that there he stated there has been no contact from the City since his March 25 letter. I understand that we are all swamped with projects and this represents another "priority ". At this point all we need is some assessment of where we are, what the next step is and to close the loop with Mr. Riach. Please advise ASAP. We have two actions here: Encl: Riach letter dated March 25, 1998 • 1 RONALD K. RIACH, P.E. d.b.a. JRR Engineering 16030 52nd AVENUE WEST EDMONDS, WA. 98026 -4724 Phone. (425) 745 -1766 FAX. (425) 742 -5221 March 25, 1998 Mr. Gary Barnett, P.E., Senior Engineer - Development City of Tukwila •. Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila WA. 98188 NAR TUKWILA UBLIC'��IOR SUBJECT: ACCESS CONFIGURATION, NGUYEN SHORT PLAT /BLA, TUKWILA, WA. JRR # 97 -18 REF: SP: # L97 -0076 Dear Mr. Bamett: I have received your correspondence dated March 23, 1998, in which you state the required street improvements are appropriate for the subject site. The "required" street improvements as marked on drawing C -2 of the plans as submitted appear to indicate a 28 ft. wide roadway and 80 ft. diameter paved turnaround surface rather than the 26' and 60' dimensions required under TMC Chapter 17.24.030 for residential subdivisions. As I have some uncertainty regarding exactly what the City has determined is appropriate, please provide a written description of what is required. The TMC Chapter 17.24.030, section A, states the minimums "...shall apply unless otherwise approved by the Department of Public Works and authorized by the City Council in approval of the preliminary plat, or by the Short Subdivision Committee in the case of short plats." The introduction in the Infrastructure Design and Construction Standards states "The City may substitute more stringent design standards and specifications where special conditions warrant." Due to the considerably higher costs the Developer will incur, and for reference on future projects in the City of Tukwila, I believe it is reasonable to ask that written clarification, explanations and authorizations be provided. Specifically, I respectfully request a written; description of the required street improvements, itemization of the special conditions which warrant the more stringent design standards and, authorization by the Short Subdivision Committee. Sincerely, JRR Engineering Ronald K. Riach, P.E. cc: Mr. Brian Shelton, P.E., City Engineer Mr. Long Nguyen, Owner C:\ron\letters \9718L013.doc '� City of Tukwila Department of Public Works March 23, 1998 Mr. Ronald K. Riach, P.E. d.b.a. JRR Engineering • 16030 52nd Ave. West Edmonds, WA 98026 John W. Rants, Mayor Ross A. Eamst, P. E, Director Subject: Access to Nguyen Short Plat, your letter of 3 -4 -98 (SP# L97 -0077) Dear Mr. Riach: The Public Works Department has received your letter requesting reconsideration of access requirements to the short plat. I have reviewed your request with Brian Shelton, City Engineer. Together, we have considered the three issues you raise. We find that the required street improvements are appropriate for the site. Please revise the engineering plans as previously requested and resubmit for final review and approval. If you have any questions, please call me at 206 -433 -0179. Sincerely, 4 Gary Barnett, P.E. Senior Engineer - Development GB:ad (doc206) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 -3665 RONALD K. RIACH, P.E. d.b.a. JRR Engineering 16030 52nd AVENUE WEST EDMONDS, WA. 98026 -4724 Phone. (425) 745 -1766 FAX. (425) 742 -5221 March 4, 1998 Mr. Gary Barnett, P.E., Senior Development Engineer City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila WA. 98188 MAR 5— igye. TUKWILA PUBLIC WORK.---. SUBJECT: ACCESS CONFIGURATION, NGUYEN SHORT PLAT /BLA, TUKWILA, WASHINGTON, JRR # 97 -18 REF: BLA # L97 -0077 SP # L97 -0076 Dear Mr. Barnett: You may recall our telephone conversation February 13, 1998, regarding the proposed access from Ryan Way for the above subject project. It is my opinion the suggested street opening for the short plat as marked on sheet C -2 of the submitted plans is untimely, is not prescribed by the Tukwila Municipal Code (TMC), is unnecessary and should not be required. Please consider the following: 1. Timeliness: On August 15, 1997, I mailed a letter (attached) with attachments to Joanna Spencer regarding the proposed access as ultimately shown on the plans submitted to the City of Tukwila. No written response was provided. On September 15, 1997, I was able to speak with the City Engineer, Mr. Brian Shelton, P.E., and he made no indication he thought a full cul -de -sac improvement would, or should, be required. On October 9, 1997, I addressed another letter (attached) with additional information to Ms. Spencer regarding adequate sight stopping distance. With said correspondence field measurements and photographs were providing for the City's review. 2. Tukwila Subdivision Code: Adequate access to all parcels in the proposed short plat would be provided by the plans as submitted. Private Access Roads are allowed under TMC Chapter 17.24.030 for residential subdivisions. All four criteria under section 17.24.030 would be met by the plan submitted. Also, section 17.24.040 indicates a public cul -de -sac would require a 26 ft. wide roadway and 60 ft. diameter paved surface rather than the 28' and 80' marked on drawing C -2. 3. Necessity: Ms. Ritter's review letter dated February 11, 1998, states the 28 foot wide street opening and 80 foot diameter cul -de -sac, with 5 foot wide sidewalk will be required to improve safety. As stated in my October 9, 1997, correspondence the 490 feet to the northeast is adequate stopping sight distance for the proposed access point. Even if it was assumed traffic speeds on Ryan coming down the hill were 60 mph, the minimum stopping C:\ron\letters \9718L011.doc JRR Engineering 9718L011 Page 2 sight distance for a sixty mile per hour design speed is 475 feet (Based on the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Design Standards for Stopping Sight Distance "). I not only believe the proposed access to Ryan would be as safe as the suggested street opening, I believe it may be safer. A full street opening will cause a much larger volume of unwanted traffic to enter the proposed short plat. Higher traffic counts yield higher accident counts. A full street opening will cause all vehicles entering the site to do so at a higher speed. This will make two vehicle as well as vehicle- pedestrian accidents more likely as residents exit their driveways, or children play in what could be a quiet turnaround off a busy street. During our telephone conversation February 13th you indicated you wanted the garbage trucks to have sufficient room to turn around. Waste Management Rainier (206- 243 -4050) indicates fire department requirements are sufficient for them. The applicant in this case had gone beyond the fire department requirements and provided a two point turnaround which was 50' x 30'. When combined with the most likely driveway locations (as shown on the "possible building footprints" drawing in the TIR) one could argue the proposal contained more turnaround area than the City's requirements for a Hammerhead. You also indicated during our telephone conversation that sidewalks with curb & gutter were needed to allow pedestrian access to the most westerly Tots (lots 2 & 3). Without unwanted traffic entering the site due to a street opening, there should be no need for a vertically offset walkway. Drainage should not be at issue because surface water runoff can be directed by a thickened edge. Please reconsider your previous position and advise. Mr. Long Nguyen and I would be happy to meet with you at your convenience to discuss this matter. Sincerely, JRR Engineering Ronald K. Riach, P.E. encl. cc: Mr. Brian Shelton, P.E., City Engineer Mr. Long Nguyen, Owner C:\ron\letters \9718L011.doc City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director February 11, 1998 Mr. Long Nguyen Ameriland, Inc. 510 Rainier Avenue South #1 Seattle, Washington 98144 RE: Application for Boundary Line Adjustment (L97 -0077) Application for Short Plat (L97 -0076) at 10436 47th Avenue South Dear Mr. Nguyen: The Short Subdivision Committee has completed a detailed review of your boundary line adjustment application (L97 -0077) and your short plat application (L97- 0076). Your request for a waiver of the Administrative Planned Residential Development ( "APRD ") permit has been granted. However, certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. A listing of the required information is provided below. Should you have any questions regarding these requirements or the comments on the attached plans, please contact Joanna Spencer, Associate Engineer in the Public Works Department at 206 -433 -0179. If you wish, you may contact Ms. Spencer to schedule a meeting with her, your engineer and yourself. Access 1. The proposed plans show a cul -de -sac diameter of 60 feet. Given the slope and traffic speeds on Ryan Way as well as the slope of the site, a wider street opening and a larger cul -de -sac radius will be required to improve safety. The Public Works Department will require a minimum cul -de -sac diameter of 80 feet with a 5 foot concrete sidewalk and a 28 foot wide street opening. Please see comments on the attached copy of your plans. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 zzT • {�• • • i w re C -J C.) • 'U O: N 0. U) W. W= JF..' w 0 11. 4:(1' • • =d Fw • • Z �: I- o .z i-- U0 N: :o- •w w. �_. O; uiz 1 I'. 0 z Mr. Long Nguyen February 11, 1998 L97 -0076, L97 -0077 Page 2 Utilities 2. Information regarding hook -up location and line routes for power and telecommunication service have not been provided on the submitted plans. Please reflect this information on the plans for Lots 1, 2, 3 and 4. 3. Sheet C -6 must be revised to reflect water details per City of Tukwila standards. 4. You may wish to create utility easements on the Boundary Line Adjustment plan to benefit the Short Plat. The associated legal descriptions must reflect these easements. A street Tight at the cul -de -sac opening to Ryan Way will be required. Additionally, please provide information regarding the existing lighting at or near the site. Miscellaneous 6. The Boundary Line Adjustment plan must be revised to show a 10 foot right -of -way dedication as shown on Sheet C1 -7, by JRR Engineering. The associated legal descriptions must reflect this dedication. The Short Plat plan must be changed to reflect the revised street and cul -de -sac dimensions. Please see the attached copy of your plans for these revisions. The associated legal descriptions must be revised. The Short Plat plan must show all existing and proposed easements. The associated legal descriptions must be revised. 9. Maintenance agreements must be submitted in connection with any existing or proposed easements. 10. A traffic control plan for Ryan Way is required. Please contact Ms. Spencer for specific criteria. 11. Provide the amount of cubic yards of cut and fill on the plans as well as the square foot area of the clearings. If more than 50 cubic yards of material will be hauled, a hauling permit will be required. z z w 00 1 CO C W =; —I F. W . g Q. D. a z� Z 0`. 11.1 uj 0 O N: O 1.-. w w" LL. ~ O. W z U co' z 1 Mr. Long Nguyen February 11, 1998 L97 -0076, L97 -0077 Page 3 12. PLEASE NOTE: A variety of miscellaneous redlined comments have been added to the plans by the Public Works Department (see attached). Please review each page carefully and respond to the requests for corrections as indicated. Additional Information As a courtesy, we are providing you with the following information. Although the items listed below are not required at this time, you may wish to obtain this information prior to applying for building permits. As referenced above, if you have any questions concerning these items, you may contact Joanna Spencer in the Public Works Department. Prior to the issuance of any building permits for Lots 1, 2, 3 or 4, the applicant shall place all utilities underground pursuant to the Tukwila Underground Ordinance. The City of Tukwila is the water provider for the proposed site. Turnover documents will be required for the fire hydrant located at Ryan Way. c. All required improvements must be constructed by the applicant and be approved by the City, or a bond posted by the applicant for construction of same, prior to the short plat being filed. Said bond shall be in an amount equal to 150% of the estimated cost of complete construction of such improvements as determined by the Director of Public Works. If the applicant is planning to bond all the improvements, a construction estimate must be provided. The site plan indicates that your proposed Lot 1 contains 20% slopes. Prior to the issuance of any building permits for Lot 1, the applicant shall provide a geotechnical study. Sincerely, re4 Deborah Ritter Assistant Planner Enclosures :_.- .......,.. ,. , Mr. Long Nguyen February 11, 1998 L97 -0076, L97 -0077 Page 4 cc: Ronald Riach, JRR Engineering (w /o encl.) Joanna Spencer, Public Works Nick Olivas, Fire Department Gary Schulz, Urban Environmentalist .�._.,......� •. February 6, 1998 Mr. Long Nguyen Ameriland, Inc. 510 Rainier Avenue South #1 Seattle, Washington 98144 O aN\ ct.— i� � '"\-V x- AGT- l RA +0 `''% c/C. 11- P)4—e_- n)2,0 eu.) cm AA -u� 5 c � ► a rr-ed` w alb c C6 -rryi RE: Application for Boundary Line Adjustment (L97 -0077) Application for Short Plat (L97 -0076) at 10436 47th Avenue South Dear Mr: Nguyen: t∎&Q. -T- The Short Subdivision Committee has completed a detailed review of your boundary line adjustment application (L97 -0077) and your short plat application (L97- 0076). Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. A listing of the required information is provided below. Should you have any questions regarding these requirements or the comments on the attached plans, please contact Joanna Spencer, Associate Engineer in the Public Works Department at 206433 -0179. 01 a/`r( —CVO CV , •n,2� Access 1. The proposed plans show a cul -de -sac diameter of 60 feet. The Public Works Department will require a minimum cul -de -sac diameter of 80 feet with a 5 foot concrete sidewalk and a 28 foot wide street opening. Please see comments on the attached copy of your plans. Utilities 2. Information regarding hook -up location and line routes for power and telecommunication service have not been provided on the submitted plans. Please reflect this information on the plans for Lots 1, 2, 3 and 4. 3. Sheet C -6 must be revised to reflect water details per City of Tukwila standards. z w re .6D. J U. .0 0 J �. N W 0: ga- �w z 1_, • w}- o N: 0 H ww U wz (/)j .o 0 Z Mr. Long Nguyen February 6, 1998 L97 -0076, L97 -0077 Page 2 You may wish to create utility easements on the Boundary Line Adjustment plan to benefit the Short Plat. The • associated legal descriptions must reflect these easements. 5. A street light at the cul -de -sac opening to Ryan Way will be required. Additionally, please provide information regarding the existing lighting at or near the site. Miscellaneous 6. The Boundary Line Adjustment plan must be revised to show a 10 foot right -of -way dedication as shown on Sheet C1 -7, by JRR Engineering. The associated legal descriptions must reflect this dedication. 7. The Short Plat plan must be changed to reflect the revised street and cul -de -sac dimensions. Please see the attached copy of your plans for these revisions. The associated legal descriptions must be revised. 8. The Short Plat plan must show all existing and proposed easements. The associated legal descriptions must be revised. 9. Maintenance agreements must be submitted in connection with any existing or proposed easements. 10. A traffic control plan for Ryan Way is required. 11. Provide the amount of cubic yards of cut and fill on the plans as well as the square foot area of the clearings. If more than 50 cubic yards of material will be hauled, a hauling permit will be required. 12. PLEASE NOTE: A variety of miscellaneous redlined comments have been added to the pI'ans by the Public Works Department (see attached). Please review each page carefully and respond to the requests for corrections as indicated. Additional Information As a courtesy, we are providing you with the following information. Although the items listed below are not required at this time, you may wish to obtain this information prior to ∎ ;. Mr. Long Nguyen February 6, 1998 L97 -0076, L97 -0077 Page 3 applying for building permits. As referenced above, if you have any questions these items, you may contact Joanna Spencer in the Public Works epartmentconcerning a. Prior to the issuance of any building permits for Lots 1, 2, 3 or 4, the applicant s hall place all utilities underground pursuant to the Tukwila Underground Ordinance. The City of Tukwila is the water provider for the proposed site. Turnover documents will be required for the fire hydrant located at Ryan Way. c. All required improvements must be constructed by the applicant and be approved by the City, or a bond posted by the applicant for construction of same, prior to the short plat being filed. Said bond shall be in an amount equal to 150% of the estimated cost of complete construction of such improvements as determined by the Director of Public Works. If the applicant is planning to bond all the improvements, a construction estimate must be provided. The site plan indicates that your proposed Lot 1 contains 20% slopes. Prior to the issuance of any building permits for Lot 1, the applicant shall provide a geotechnical study. Sincerely, Deborah Ritter Assistant Planner . Enclosures cc: Joanna Spencer, Public Works Nick Olivas, Fire Department Gary Schulz, Urban Environmentalist •z J U, U o` LU Unw J wo U. a. • w, • 1- O; • zF- • o It- • Z. w U- -- •o- Z MEMO TO: Steve Lancaster FROM: Deb Ritter DATE: February 4, 1998 RE: ARPD Waiver Nguyen Boundary Line Adjustment (L97 -0077) Nguyen Short Plat (L97 -0076) at 10436 47th Avenue South This is a proposal for a four lot short plat, just off of Ryan Way, near the City limits. One of the proposed lots (Lot 1) has an area containing 20% slopes. This area is the only portion of the site that would trigger any sensitive areas concerns. For your reference, I have attached a copy of the applicant's request for an ARPD Waiver, copies of Gary's memo on this subject, and copies of the application packet. Jack, Gary Schulz and I have reviewed this issue at length. We believe that an ARPD waiver is appropriate under the "size and complexity" clause of the Sensitive Areas chapter in our code (TMC 18.45.060). There are no tree protection issues on the site. Additionally, I have confirmed with Joanna that she is comfortable with this potential waiver and that she will not require any geotechnical studies until the building permit phase. Steve:. Do you concur with the recommendation above? If so, please sign and date below. Dated: 0 2- ` Q - 9 8 4 w' 2., . J U': `U.O, • c'' • w is w ok. OC J u. Q N • . z1' Z N, ui 1- pi • ..Z: cri .0 " • z MEMORANDUM TO: FIRE DEPT. Nick Olivas PW PERMITS Joanna Spencer FROM: PUBLIC WORKS DEPT. Pat Brodin DATE: Feb. 3, 1998 SUBJECT: Water Availability for Homes near S. 104th Pl. on 47th Ave. S. An eight inch (8") ductile iron water line was transferred from Seattle to Tukwila in 1996 under the Tukwila Construction Contract for the Ryan Hill Water Main Improvements. A new pressure reducing station isolated this area into a 340-Zone raising the static pressure an additional 15 psi. The hydrant located at the corner of 47th Avenue South and South 104 Place is known as Node number 100 on the hydraulic model. The hydrant is at elevation 175 feet with a static of 72 psi and can provide a flow of: 1228 gpm available at 20 psi residual Calculations and modeling results are available upon request. CAMSOFFICEMINWORD\firemem2,doc City of Tukwila Department of Community Development NOTICE OF APPLICATION DATED JANUARY 8, 1998 John W. Rants, Mayor Steve Lancaster, Director The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: LOCATION: Ameriland, Inc. 10436 47th Avenue South, Tukwila, WA 98188 FILE NUMBER: L97 -0076 These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on January 22, 1998. If you have questions about this proposal contact Deborah Ritter, the Planner in charge of these files. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION: November 19, 1997 January 8, 1998 January 8, 1998 6300 Southcenter Boulevard, Suite #100 • Tukwila. Washfneton 98188 • l20h1 431-3670 • Fax- (206) .t; !•?Ms , CHECKL) ENVIRONMENTAL REVIEW /SHORELINE PERM': :ILINGS ( ) U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE ( ( ( ( ( OFFICE OF ARCHAEOLOGY TRANSPORTATION DEPARTMENT DEPT NATURAL RESOURCES OFFICE OF THE GOVERNOR DEPT OF COMM. TRADE & ECONOMIC DEV. DEPT OF FISHERIES & WILDLIFE FEDERAL AGENCIES ( ) U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. WASHINGTON STATE AGENCIES ( ) K.C. PLANNING & COMMUNITY DEV. ( )BOUNDARY REVIEW BOARD ( ) FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 ( ) K.C. WATER POLLUTION CNTRL SEPA OFFCL ( ( ( ( ( ( ( ( ( ( ( ( S CENTRAL SCHOOL DISTRICT TUKWILA LIBRARIES RENTON LIBRARY KENT LIBRARY ) CITY OF SEATTLE LIBRARY U S WEST SEATTLE CITY LIGHT WASHINGTON NATURAL GAS HIGHLINE WATER DISTRICT SEATTLE WATER DEPARTMENT TCI CABLEVISION )OLYMPIC PIPELINE KENT PLANNING DEPT TUKWILA CITY DEPARTMENTS: (it) PUBLIC WORKS ( e) ( ) POLICE • ( ) (X) PLANNING t6iAe,) ( ) ( ) PARKS & REC. 'J ( ) ( ) CITY CLERK FIRE FINANCE BUILDING MAYOR PUGET SOUND REGIONAL COUNCIL P.S. AIR POLLUTION CONTROL AGENCY SW K C CHAMBER OF COMMERCE MUCKLESHOOT INDIAN TRIBE DUWAMISH INDIAN TRIBE ( ) DAILY JOURNAL OF COMMERCE ( ) VALLEY DAILY NEWS 12/24/97 C:WP51DATA \CHKLIST ( ) DEPT OF SOCIAL & HEALTH SERV. ( ) DEPT OF ECOLOGY, SHORELANDS DIV ( ) DEPT OF ECOLOGY, SEPA DIVISION* ( ) OFFICE OF ATTORNEY GENERAL * SEND CHKLIST W/ DETERMINATIONS * SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES ( ) K.C. DEPT OF PARKS ( ) HEALTH DEPT ( ) PORT OF SEATTLE ( ) K.C.DEV & ENVIR SERVICES -SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL SCHOOLS /LIBRARIES HIGHLINE SCHOOL DISTRICT K C PUBLIC LIBRARY SEATTLE MUNI REF LIBRARY SEATTLE SCHOOL DISTRICT RENTON SCHOOL DISTRICT UTILITIES PUGET SOUND POWER & LIGHT VAL -VUE SEWER DISTRICT WATER DISTRICT #20 WATER DISTRICT #125 CITY OF RENTON PUBLIC WORKS RAINIER VISTA SKYWAY CITY AGENCIES (<) TwkwAc>;. ti xctic. (x> Tl,+,.ktiv:1,: -mac u,14, ( ) RENTON PLANNING DEPT ( ) CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER SEATTLE OFFICE OF MGMNT & PLANNING* * NOTICE OF ALL SEATTLE RELATED PLNG PROJ. ( OTHER LOCAL AGENCIES ( ) METRO ENVIRONMENTAL PLANNING DIV. OFFICE /INDUSTRIAL 5,000 GSF OR MORE RESIDENTIAL 50 UNITS OR MORE RETAIL 30,000 GSF OR MORE ME12IA ( ) HIGHLINE TIMES ( ) SEATTLE TIMES z F- W D. .J U U o; co, ca CD W 11,1 N � WC) q� LL Q OD =W �o z H, uj RM. 0. 0 I -'. Wi H a Z' W An 1- z • .. MEMO TO: Jack Pace FROM: Deb Ritter DATE: January 8, 1997 RE: Letter of Completeness Nguyen L97-076 (Short Plat) 1:9770,7 (BLA) 10436 47th Avenue South Attached is my draft of the Notice of Complete Application. I am also including a Notice of Application for the utilities. The project is not subject to SEPA and there are no parties of record or other agencies with jurisdiction. If at all possible, these items need to be mailed today. Mr. Nguyen, the applicant, responded yesterday to my December 3rd letter by providing the necessary documentation for completeness. These items include revised site plans which reflect the initial BLA followed by a short plat of four lots. Nguyen also included a formal request for a waiver of the ARPD requirements (copy attached). Joanna, Nick and Gary have no completeness issues. For your reference, I included some of the original submission materials. During substantive review next week, I will be working with you and Gary to determine what geotechnical information will be required as the result of the ARPD waiver. City of Tukwila John W. Rants, Mayor January 8, 1998 Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION DATED JANUARY 8,1998 Mr. Long Nguyen Ameriland, Inc. 510 Rainier Avenue South #1 Seattle, Washington 98144 RE: Application for Boundary Line Adjustment (L97-0077) Application for Short Plat (L97-076) at 10436 47th Avenue South Dear Mr. Nguyen: Your application for a Boundary Line Adjustment and for a Short Plat of four lots, located at approximately 10436 47th Avenue South, have been found to be complete as of January 8, 1998 for the purposes of meeting state mandated time requirements. Although the applications have been found to be complete, the City may still require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. We are beginning a more detailed review of your applications and will mail you written notification of the results of this review within 14 days. As you know, your Boundary Line Adjustment application and Short Plat application have been assigned to me. After the detailed review process is completed, I will be contacting you to discuss the project. If you wish to speak to me sooner, please feel free to call me at 431-3663. Sincerely, oraLL:72-11- Deborah Ritter Assistant Planner cc: Reviewing City Departments: Public Works Fire Urban Environmentalist 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 . • z. Z' CS 2111: -J 0 0 0 4 U) Cn W W W uj 0 g < 22 Do uj Z F- 1-- Z 11J '2 D uj• I 0' z, 0 MEMO TO: File FROM: Deb Ritter DATE: January 7, 1997 RE: Nguyen L97-076 (Short Plat L97=077 (BLA) The applicant, Mr. Nguyen, came to the office on December 31st with revised plans for both the BLA and the Short Plat. This was in response to our December 3rd letter of • incompleteness. However, Mr. Nguyen had not addressed the issue of the APRD requirements mentioned in that letter. I reviewed the APRD requirements with Mr. • Nguyen, as well as the APRD waiver option. I also provided him with a copy of the APRD section of the code and encouraged him to review the matter. In my absence, the applicant's engineer (Ron Riach of JRR Engineering) met with Alexa Berlow on January 6th to review the Sensitive Areas Map pertaining to the subject site. As a follow-up to this meeting, I contacted Mr. Riach (pronounced "Rich") by telephone on January 7th. He express concern' about associating a sensitive areas classification with the site. He is also concerned about drainage requirements that may be imposed even if an APRD waiver is granted. I advised him that his survey clearly shows 20% slopes in the vicinity of proposed Lot 1, thus the need to address sensitive areas issues. He indicated that he will be meeting with the applicant to decide how to proceed. Mr. Riach and I agreed that there is a language barrier with the applicant. Mr. Riach indicated, however, that he understood our December 3rd letter and appeared to have enough information to proceed toward a decision. Director of Community Development City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Re: L97 -0076 (Short Plat) and L97 -0077 (BLA) Dear Mr. Director; REQUEST FOR WAIVER January 3, 1998 I -am hereby making a written request to your department for a waiver of the Administrative Planned Residential Development permit. I acknowledge the existence of a Class 2 Sensitive Area on the proposed site: Sincerely, p Long Nguyen 510 Rainier Ave. S. •i/ 1 Seattle, WA 98144 w ea. g; JU; U o;` W=, W o; a co a r- W. Z r- ;U 0 i0 to wHV`. Z. liJ z MEMORANDUM TO: Deborah Ritter, Associate Planner • FROM: Gary Schulz, Urban Environmentalist DATE: December 5, 1997 RE: • Nguyen BLA and Short Plat Projects L97-0077 & L97-0076 Subgtantive Review. As we discussed, there appear to be few sensitive area concerns on this project property. The limited steep slope condition on proposed Lot 1 is subject to the SAO Chapter 18.45.080. Per the code, a geotechnical review is required to address building on the slope area. At a minimum, a surface reconnaissance is required and subsurface investigation is at the discretion of the geotechnical consultant. There are no tree protection issues on this site. I would recommend that the PRD Permit not be required in this situation because there are no significant impacts and the "size and complexity" of the project should allow the waiver. Please let me know if this situation needs more assistance from me. cc: Steve Lancaster, DCD Director Jack Pace, DCD Planning Manager Kelcie Peterson, Permit Coordinator City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 3, 1997 Mr. Long Nguyen Ameriland, Inc. 510 Rainier Avenue South #1 Seattle, Washington 98144 Re: Application for Boundary Line Adjustment (L97- 0077): Application for Short Plan (L97 -0076) at 10436 47th Avenue South Dear Mr. Nguyen: We have received and reviewed your documentation for the above - referenced applications, submitted to us on November 19, 1997. Your applications for a boundary line adjustment and short plat have been found to be incomplete. In order to begin processing your applications there are additional items that must be submitted to the Department of Community Development. These items are itemized and discussed below. DEPARTMENT OF COMMUNITY DEVELOPMENT COMMENTS Background Information: The subject property contains Sensitive Areas that have the potential for geologic instability. These areas have been designated as Class 2 on the Sensitive Areas Maps, dated 1990, on file with the Department of Community Development. The characteristics of Class 2 Sensitive Areas are slopes within the 15% to 40% range, underlain by relatively permeable soils, with moderate landslide potential. Your site survey indicates that proposed Lot 1 contains 20% slopes. Although we are processing your applications for a boundary line adjustment ( "BLA ") and a short plat simultaneously, certain tasks, by their nature, must occur sequentially. The site plan for the Boundary Line Adjustment and the 'site plan for the Short Plat need to show different information and so cannot be combined into one document. The Boundary Line Adjustment must be prepared and recorded first. The Short Plat must be recorded after the Boundary Line Adjustment. You have provided us with the same site plan for both the BLA application and the short plat application. A. ITEMS REQUIRED BY DEPARTMENT OF COMMUNITY DEVELOPMENT: Boundary Line Adjustment (Application #L97 -0077) 1. The approval of an Administrative Planned Residential Development ( "APRD ") permit is required for all sites with Class 2 or higher slopes [TMC 18.45.020(E)(2) and TMC 18.45.060(2)]. 61(1) ,Snnthrnntnr Rnr,Iavarn', .Salta 4 1t-in • Tnkt4'11' W.IchfnaMn OR/PI? e 006) .r? 1.767/1 o P y /7061 ,f ;1 - /6AS Mr. Long Nguyen December 3, 1997 Re: L97 -0076 (Short Plat) and L97 -0077 (BLA) Page 2 2. A separate, and different, site survey must be provided for the Boundary Line Adjustment. This site survey must reflect the existing lots as indicated on your Pacific Northwest Title Commitment No. 326303, dated October 22, 1997. These existing lots should be indicated using dashed lines. Lot lines to be established as the result of the BLA should be indicated using solid lines. This revised site plan must meet all King County recording requirements. OPTIONAL STEP: 3. You may choose to request an APRD .waiver. Any waiver request should be addressed to the Director of Community Development and must include the following: • Your acknowledgment of the existence of Class 2 Sensitive Areas (20% slopes) on the proposed site. • A request for a waiver of the Administrative Planned Residential Development permit. Short Plat (Application #L97 -0076) 1. The approval of an Administrative Planned Residential Development ( "APRD ") permit is required for all sites with Class 2 or higher slopes [TMC 18.45.020(E)(2) and TMC 18.45.060(2)1 2. A site survey must be provided for the Short Plat application which is separate. and different. from the Boundary Line Adjustment survey referenced above. The lot lines created as the result of the recorded Boundary Line Adjustment (and therefore "existing" as of the date of recording) should be shown using dashed lines. The proposed lot lines to be established as the result of the recorded Short Plat should be indicated using a solid line. The Short Plat Number must also be indicated. The survey map must meet all King County recording requirements. OPTIONAL STEP: 3. . You may choose to request an APRD waiver. Any waiver request should be addressed to the Director of Community Development and must include the following: • Your acknowledgment of the existence of Class 2 Sensitive Areas (20% slopes) on the proposed site. • A request for a waiver of the Administrative Planned Residential Development permit. Upon receipt of these items, the City will continue processing your applications, conduct a more detailed review and will mail you written notification of the results of this review within 14 days. ct J0 O 0 u) J• 1-- wO u Q' c d. 1-_. z1 HO z p :0 — 0 = -. Z U N' z Mr. Long Nguyen December 3, 1997 Re: L97 -0076 (Short Plat) and L97 -0077 (BLA) Page 3 These applications will expire if we do not receive the additional information within 90 days of the date of this letter, unless an extension is granted pursuant to Section 18.104.070(E) of the Tukwila Municipal Code. If you should have any questions regarding the within, please do not hesitate to contact the undersigned at 431 -3663. Sincerely, R4t) Deborah Ritter Assistant Planner �, � � .� �, Z• r- :1—• ‘ Z Ce • • UO UU J: W CY. g� u_ • • =d =! ,1-.o; • zt Wui =U Z;. lll.Nt H Vii. ;O ` Mr. Long Nguyen December 3, 1997 Re: L97 -0076 (Short Plat) and L97 -0077 (BLA) Page 4 bcc: Joanna Spencer, Public Works Gary Schulz, Urban Environmentalist Nick Olivas, Fire Department MEMO TO: File FROM: Deb Ritter DATE: November 26, 1997 RE: Nguyen L97 -0077 (Boundary Line Adjustment) L97 -0076 (Short Plat) 10436 47th Avenue South Per my conversation with Gary Schulz yesterday, his comments are as follows: 1. He agrees that under 18.45.060, the "size and complexity of the project does not warrant" the APRD permit. There are no significant trees on the site (based on recent site visit photos). The 20% appear to be located only on Lot 1. Geotechnical reports and /or related studies should be required early in the design process. Requiring them only at land altering or at construction is too late. Per my conversation with Gary and with Jack Pace yesterday, the following was determined: The applicant should be advised that they have the option of requesting an APRD waiver. The requirements for geotechnical reports and /or related studies should be clarified by staff during the substantive comments period and be part of the technical review. It is not a completeness issue. z . • 6 _j U, .00? CO 0, w =; N LL' w o. V) >> i; I-0 Z 1-.. ut 0 u); N: W W` U N`; 1- 0 : z 1 -- PACIFIC NORTHWEST TITLE COMPANY PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 1201 Third Avenue, Suite 3800 Seattle, Washington 98101 Senior Title Officer, Julie Goodman Title Officer, Tara M. Doherty Unit No. 8 FAX Number 206 - 343 -8403 Telephone Number 206 - 343 -1328 MTI Mortgage 510 Rainier Avenue South, #1 Seattle, Washington 98144 Attention: Long Nguyen • GENTLEMEN: RECEIVED NOV 2 51997 PUBLIC WIORKS Order No. 326303 Your Ref. AMERILAND, INC. CERTIFICATE FOR FILING PROPOSED SHORT PLAT SHORT PLAT CERTIFICATE SCHEDULE A In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: AMERILAND, INC., a Washington corporation SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: $200.00 TAX: 17.20 TOTAL CHARGE: $217.20 RECORDS EXAMINED TO: October 22, 1997 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY OF WASHIN ON, INC. Jul Q q/ Goodman Se or Title Officer Unit No. 8 z _ '- 1.. w 6 J U' U O• c N W w o. • .u_ -j - X. w; Z I: • :H O; Z 1-': ta D p' ;O N! .43 W;. H U Z; U co, 0 F z • Order No. 326303 SCHEDULE A Page 2 The land referred to in this commitment is situated in the county of King, state of Washington, and described as follows: PARCEL A:. Tract 29, Merrick's Acre Tracts Division Number 2 Addition to the City of Seattle, according to the plat thereof recorded in Volume 12 of Plats, page 47, in King County, Washington; EXCEPT the.south 65 feet of the west 100 feet thereof; AND EXCEPT the west 115 feet of the north 63 feet of the remainder. PARCEL B: The south half of Tract 30, Merrick's Acre Tracts Division No. 2 Addition to the City of Seattle, according to the plat thereof recorded in Volume 12 of Plats, page 47, in King County, Washington; EXCEPT that portion thereof conveyed to King County for road by deed recorded under Recording Number 6480984. END OF SCHEDULE A ....,.- �: - <;: �.: SHORT PLAT CERTIFICATE Schedule B GENERAL EXCEPTIONS: Order No. 326303 1. Rights of claims of parties in possession not shown by the public records. z _ tz, UO: III 2. Public or private easements, or claims of easements, not shown by �.: W O. 3. Encroachments, overlaps, boundary line disputes, or other matters g"' which would be disclosed by an accurate survey or inspection of the rn d premises. H W _, z 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by w the public records, or Liens under the Workmen's Compensation Act p; not shown by the public records. U N uj 5 Any title or rights asserted, by anyone including but not limited to ? persons, corporations, governments or other entities, to tide lands, u-p or lands comprising the shores or bottoms of navigable rivers, z lakes, bays, ocean or sound, or lands beyond the line of the harbor U �. lines as established or changed by the United States Government. -' the public record. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. z SPECIAL EXCEPTIONS: 1. AGREEMENT AND THE BY AND BETWEEN: DATED: RECORDED: RECORDING NUMBER: Order No. 326303 SHORT PLAT CERTIFICATE SCHEDULE B Page 2 TERMS AND CONDITIONS THEREOF: REGARDING: Connection to sewer. AFFECTS: RIGHT TO MAKE NECESSARY SLOPES HEREIN DESCRIBED AS GRANTED IN RECORDED: RECORDING NUMBER: GRANTEE: AFFECTS: RIGHT TO MAKE NECESSARY SLOPES HEREIN DESCRIBED AS GRANTED IN RECORDED: RECORDING NUMBERS: GRANTEE: AFFECTS: City of Seattle, a municipal corporation and Edward R. Jones Not dated ay 12 , 1982 l 20512050 Parcel B FOR CUTS OR FILLS DEED: UPON PROPERTY March 11, 1969 (480984 County of King, State of Washington Parcel B FOR CUTS OR FILLS UPON PROPERTY DEED: May 1, 196-9 04622 and 6504631 unty- -- Parcel A 4 GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: TAX ACCOUNT NUMBER: LEVY CODE: AFFECTS: CURRENT ASSESSED VALUE: GENERAL TAXES: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: 1997 547680- 0271 -09 2430 Parcel A Land: $38,800.00 Improvements: NONE $504.47 $252.24 $252.23 (continued) :.«,% : ?,..`..�: Order No. 326303 SHORT PLAT CERTIFICATE SCHEDULE B Page 3 5. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: z , 1-, 6, re 2 YEAR: 1997 6 D TAX ACCOUNT NUMBER: 547680-0280-08 LEVY CODE: 2430 ()CY 2 u) 0 AFFECTS:- Parcel B ' CO ul WI; CURRENT ASSESSED VALUE: Land: $48,300.00 mAL' • Improvements: $25,700.00 0 w , 6, T : : g riF ,-- 0 u- lc 92 1.- z 1.- D C3 C.) 6 0 I-- UJ Lu •I (3` t- — —0! , z. Ili co' C.) — — I. 0 1— Z GENERAL TAXES: AMOUNT BILLED: AMOUNT PAID: AMOUNT DUE: $962.14 $481.07 $481.07 END OF SCHEDULE B Title to this property was examined by: Dick Chase Any inquiries should be directed to one of the title officers set forth in Schedule A. DC/rg/9603Z SC 4 • MLRR l LK'S Pt CRC- TRS. I) iv No Z N t'y AIM N -a la 4';°5° 115 es 55.03 /35.02. /54.99 10 :.... ►7.3a : .7. 4. .7.. !.I. rr.f.G IMAM .1m, 4 I \ 1 I'0) I: I'. \ N inLiieaIe.I It�t'i1111 reliance hereon. S. IO7 TH. ST} ••• .1.1__1. • .... • .1. ........•w..• • •.• • ....... • CIN"'"" •�- ,,,, 3 • — - I J7r-_, /f i %, J 1 r II, ,, It i TO: File FROM: Deb Ritter DATE: November 21, 1997 RE: Nguyen L97 -0077 (Boundary Line Adjustment) L97 -0076 (Short Plat) 10436 47th Avenue South MEMO Per my site visit today, there appear to be no significant trees on the site. The property is completely covered by blackberries, so it is difficult to verify the topography against the site survey. With the exception of the area designated as Lot 1 (near Ryan Way), the majority of the site appears to be gently sloping (6 % -8% slopes). Pictures from the site visit are in the BLA File. ;: ;�; • CITY Oa TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 L91- o m BOUNDARY LINE ADJUSTMENT OR LOT CONSOLIDATION (P -BLA) APPLICATION FOR STAFF USE ONLY File Nu eceipt Number Project File # Application Complete `(Date, : •.. s .:.. 1 Application incomplete (Da Other Files Other File,; I. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: NG='A S4 t]IZ"T L.-4 T/ $1,—.4 /Uc 36- 447'S 0-/�'4 B. LOCATION OF PROJECT /DEVELOPMENT: (give street address or, if vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection; if proposal applies to several properties, list the streets bounding the area.) ADDRESS: / v 4e3G - Lj % 4-1/ S . lam- �� —% //. i.(/ 4 ASSESORS PARCEL NO.: .$ 447 6 Pc _ D 2 8 4 .. sce.7e,sso 27 / Quarter: Section: 3 Township: 23fi Range:4Eith4fThis information may be found on your tax statement) c. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) NAME: Loral fir- N4'G1 SI&V ADDRESS: S1 0 r ►ri A /, /� i P NE. A24 9227 )3 - 86-1 2 SIGNATURE: BLAAP.DOC 8/5/96 »?+�.' "++ z 6 UO • co. wi N LL 'w g Q =w 1— o. zI 2 D. 0O N. 0 1-: 111 u 1--V LLo ..z w o O z • D. - PARCELS: 1.01- 3 a Cr0 4. .29 A B C D ZONING DISTRICT Skyway skyway EXISTING USE PROPOSED USE 5FR. SF R. PROPOSED LOT SIZE 7200 S F 72p SF DATE OF LAST PLAT: BL4AP.DOC 8/5/96 • 1 AFFIDAVIT OF OWNERSHIP DECLARATION: Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a boundary line adjustment. The undersigned further declare this boundary line adjustment to be the graphic representation of said boundary line adjustment and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: .41 .. Altai &AA& Name: Name: Name: Name: Name: Name: Name: STATE OF WASHINGTON County of King I / V1v On this day personally appeared before me 1 d A/4- /lf iu to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that signed the same as 1-1 free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under N 4i i official seal this /J?1yfo O , jipi.ii O ure• /.Ir. /. /%/l/%11411111MP_� Name as commissioned: �l.�:.t // Title: tUa1i4. 7 v /%% SA' NOTARY cN : I Q) � Y STATE OF WASHINGTON County of King My appointment expires: On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of , 19 Signature: Name as commissioned: Title: My appointment expires: z W`. re JU 00 N 0 w= N LL. w o` J u. 4( = d: I-w 2 zI- z 0. 0 o = w. 0 u. z:. O ~ z Return Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 BOUNDARY LINE ADJUSTMENT NUMBER CITY OF TUKWILA, WASHINGTON Grantor(s): •z i 1-w .u6D :. .JU U0 ! cp • w 0' Last Name First Name Last Name First Name a'•• • 0, .• Additional grantors on page _ of document.. If . z �. Grantee(s): The Public z E--;. • •w • Assessor's Property Tax Parcel or Account Number(s): v Lt • !O o t- w. • H U ..z Legal Descriptions: Before the Boundary Line Adjustment: After the Boundary Line Adjustment: Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of , 19 • Chairman, Short Subdivision Committee Page 1 of •: • ■ _a ■ f • JO' m c'i SSMH h RIM' 160.02' INV' 140.57' WV C4 \,56 01 10 N Y N m Z7; •r 1. e",.... 3'r - .` t � sf200.00 5F \ v ©\ \ \1 11.' \ \_• • 1 N88 J0'05' iv, \ P 20: \ NIV CO N£R OF' LOT \29 '10 ■,, • E HYDRANT S88'26'40 "E 961.64' CO ' RIM==155.52' G�`�' INV- 153.62' RlM' 161.12' J - r'-- y�;' \ GAS \ 121.92' 111.92' �� , I IV 4. -•! 2RCSL\ 200�� J POINT F COMMENCEMENT ' G :r o aI \ \ \ , \ `J`" LOT 3 ‘, \ �, \ 15.00' • 7277.36 S % 1Z, q Sid A,, h`' SIG FIST 1/4 CORNER 3 -23 -4 MON IN CASE I I �/ 1 4 b_ \ \ 1 WI 6.57' \\ \ \\ 1,,,,, ._ -L \ > \'j 1110 �, I 1� I 7245.415 Sf \ \ •zp I (NOT !NCLUD NC . \ -„ )..Q"5"7, , , 1 E"i1SEMENT)(1YP)` 34 ` �'rn•`�. \\ 72(11.29 SF _ LOT 2 \ �^\ Tk,,ppARCEL a' . \ \ \ 547J8g0200 -08 (£XlST7NG LOT L NE') !7J•4�5' 6'L1Q sj,b 588'J8'd Oo ♦ h, ■ •\ J, /9. � J0' INGRESS EGRESS to AND UTILITY EASEMENT 3061.17 SF 30' p 1 W E-4 SSMH RIM- 148.30' INV•132.10' .o. \ 2 N88'.78'05"IV 9. \ `R Js . 1 1 1 °� J) 1 1 120 1 /L07' 4 7288.84 SF \ OLD TAX PARCEL ( 547300-0271-08 \ 134.61• \ \ .i FOUND FOUND 1/4 CORNER • PROPOSED 5/f REDAR do CAP LS 29537 MONUMENT •. \ " \ tr IS 0, \ p. \ \4 GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 inch = 60 f t. Dele. ocioora 1997 �, Scale 1'40 Surveyed Fe Drawn ICJ Checked C— -- Flleoame� --DL MO Low 1lcurtn BOUNDARY LINE ADJUSTMENT / SHORT PLAT SHORT PLAT NO. 1lnnntA WAS1191CT Y1 :.1) O V 1D 0 0 V) MON IN CASE`s CRONES & ASSOC. !AND SURVEYORS IC° ORIGONAL LEGAL DESCRIPTIONS: TAX PARCEL 547680-0271-08 LOT 29 IN Al ERRICKS ACRE TRACTS DIV.I2 AS RECOROED IN 1401.. 12. PC. 47 OF PLATS LESS THE WEST 115 FEET OLSO EXCEPT THE EAST 15 FEET OF THE WEST 115 FEET OF THE SOUTH 65 FEET. SITUATED IN KING COUNTY, WA. TAX PARCEL 547680-0280-08 THE SOUTH HALF OF LOT JO OF THE PLAT OF AfERRICKS ACRE TRACTS AS RECORDED IN VOL. 12, OF PLATS PC. 47 SITUATED IN KING COUNTY. WA. REVISED LEGAL DESCRIPTIONS: SEE SHEET 3 NOTES bate oCIODULIIIL Seale Surveyed JOCIMit Drawn PJ£ Chocked JOC ruensme-11001/11. 1.0110 MATH BOUNDARY LINE ADJUSTMENT / SHORT PLAT SHORT PLAT NO. TUKWILA MASIO/CTOU • 10119 KUItfl BOUNDARY LINE ADJUSTMENT / SHORT PLAT SHORT PLAT NO. tUkMAA MASIa"GIOH CRONKS & ASSOC. !AND SURVEYORS CITY Oi"'7UKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 L'•7 BOUNDARY LINE ADJUSTMENT OR LOT CONSOLIDATION APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department. Please contact the Department if you feel certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with ,development standards. Department staff are available to answer questions about application materials at (206) 431 -3670. 5 ; RETURN THIS CHECKLIST WITH YOUR APPLICATION APPLICATION FORMS: Er Application Checklist Application Form (4 copies) and $200 non - refundable fee (no fee for Lot Consolidation) a Legal Description (existing and proposed) Page (4.copies) See_ Q, 4- rzr Affidavit of Ownership.Page GT Map of Boundary Line Adjustment or Lot Consolidation (4 copies) 5e. a 4' d ❑, APRD application (if your site has a wetland, stream, or their buffers, or a Class 2 or higher slope) TheImp should be a scaled drawing on paper no larger than 8 -1/2" by 14" (unless otherwise approved) and should include the following elements: Er A survey of the site may be required if that level of detail is needed to ensure zoning standards are met. Northpoint, scale and date. ClY Dashed lines showing location of existing lot line(s) and solid lines showing proposed lot line locations. Tr Location and dimensions of all easements existing and proposed. n I. r Means of access to each lot, including width, name and condition of adjacent streets. Er Dimensions of all lines and total lot or parcel sizes. Er Mean lot width of all residential lots. Existing contours at two -foot intervals. (This may be waived if no portion of subject property exceeds grades of 20 %.) nEr Location of septic tank drain field or sewer lines and water mains. lr Existing structures and distance to existing and proposed property lines. Er Existing trees over 4" in diameter by species. Parking and circulation plan for affected Tots. Er Parking calculations for affected lots. BL4AP.DOC 1/16/97 • z CC L112 uI 00 cn J 1- U) u. w0 g Q' T. a =w zi=.. E- 0• Z ~' U• C CO 1 o' wz co z , OTHER REQUIREMENTS T lopies): gr Response to Boundary Line Adjustment review criteria (see first page). ON Any sensitive areas studies required by TMC 18.45. A list of any existing environmental documents known to the applicant that evaluate an as ect of the proposed project. Nom-e. y p 11 A list of any permits or decisions applicable to the development proposal that have been obtained A prior to filing the application or that are pending before the City or any other governmental entity. A storm water design which meets the requirements set forth in the Surface Water Design Manual ,., /if required by TMC 16.54.060(d). L[� Proof that the lots are recognized as separate lots pursuant to the provisions of TMC Title ch. 58.17. a 17 and BLAAP.DOC 1/16/97 • • MAP (Attach on separate sheet if necessary) e-e 4-ctx,kedv GI Land Surveyor's Certificate: Map on File in Vault This Boundary Line Adjustment/Lot Consolidation correctly represents a survey* made by me or under my direction in Direction: conformance with the requirements of appropriate State statute. Scale: Name: Stamp: Date: Certificate No. *Many Boundary Line Adjustments and all lot consolidations do not Page require a survey. BLAAP. DOC 8/5/96 of RONALD K. RIACH, P.E. d.b.a. JRR Engineering 16030 52nd AVENUE WEST EDMONDS, WA. 98026 -4724 Phone. (425) 745 -1766 FAX. (425) 742 -5221 October 9, 1997 Ms. Joanna J. Spencer, Development Engineer City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila WA. 98188 SUBJECT: ACCESS LOCATION SIGHT DISTANCE, NGUYEN SHORT PLAT /BLA, TUKWILA, WASHINGTON, JRR # 97 -18 Dear Ms. Spencer: You may recall my previous correspondence and our discussions regarding the proposed access from Ryan Way for the above subject project. In anticipation of some concem regarding adequate sight stopping distance I have made some field measurements and am providing the attached photographs for your review. Field measurements indicate sight distances from the proposed access point are approximately 490 feet and 480 feet to the northeast and southwest, respectively. Based on the American Association of State Highway and Transportation Officials (AASHTO) "A Policy on Design Standards for Stopping Sight Distance" the minimum stopping distance for a forty mile per hour design speed is 275 feet. Currently, the posted speed on South Ryan Way is 35 mph with a grade to the southwest of approximately eight percent (8 %). For NE bound traffic this relatively steep grade will provide for actual stopping distances shorter than the acceptable minimum. SW-bound traffic on this grade should be expected to exceed the posted limit with an average speed being closer to 40 mph. Because of this, and the fact it will take further to stop on the downgrade, the actual stopping distance could be expected to be 15 to 25% greater or between 315 and 345 feet. Based on the aforementioned it is my opinion there is adequate stopping sight distance for the proposed access point. Please call if you have any questions or concerns regarding this matter. Sincerely, JRR Engineering Ronald K. Riach, P.E. encl. cc: Mr. Long Nguyen, Owner C:\ron\letters \9718L08.doc RONALD K. RIACH, P.E. d.b.a. JRR Engineering 16030 52nd AVENUE WEST EDMONDS, WA. 98026 -4724 Phone. (425) 745 -1766 FAX. 425 742 -5221 Top Photo: Looking NE on S. Ryan Way Bottom Photo: Looking SW on S. Ryan Way C:\ron\letters \9718L08. doc 61j JU 00 W D WI H WO 2 g SO H= z� I- 0 ZI-- W U (:) co O 1-- W W W —O .z W —• I O ~ z RONALD K. RIACH, P.E. d.b.a. JRR Engineering 16030 52nd AVENUE WEST EDMONDS, WA. 98026-4724 Phone. (206) 745 -1766 FAX. (206) 742 -5221 August 15, 1997 Ms. Joanna J. Spencer, Development Engineer City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila WA. 98188 SUBJECT: ACCESS LOCATIONS, NGUYEN SHORT PLAT /BLA, TUKWILA, WASHINGTON, JRR # 97- 18 Dear Ms. Spencer: Please find enclosed a vicinity map copied from the "Thomas Guide ", a preliminary lot layout drawing and an Assessor's map with exterior boundaries marked for the above subject Project. Said Project consists of a Boundary Line Adjustment and four lot Short Plat. The attached preliminary lot layout shows four Tots which propose access from Ryan Way, and one lot with an existing home accessed off of 47th Ave. S. (address 10436 47th Ave. S., Seattle, 98178). As you may be aware, the City of Tukwila will be considering preliminary drawings for said project within the: next two weeks. In order to provide complete information for the City's review and to minimize potential impacts to existing traveled ways we are providing the enclosed for your review. It is my understanding City Planning has had some preliminary exposure to the enclosed plan and has indicated to the Owner /Developer they do not believe a cul- de-sac is required on sight. My recommendation to the Owner /Developer is to request access to the four Tots fronting Ryan Way via a driveway cut such as the City's "Altemate Residential Driveway" Std. Plan #RS-8B or 8C with a 20 ft. throat. Please indicate the conceptual acceptability of said access and any obvious problems you believe will have to be addressed. Thank you in advance for your prompt attention to this matter. Sincerely, JRR Engineering Ronald K. Riach, P.E. encl. cc: Mr. Long Nguyen, Owner C:\RON\Letters \9718L06.dac : z = r-- 00 0. w w= O. u- cc. . a 1- w z�,. zo w w U o O N' ww u. r6" w „,_ z ~' i SEWER MN fa \ �j - \\ sr` �, 1 \ a+ i N\ \ 4,cP +...i4,; • O • CD 1 / \ \ ....: I :cii 4 /AI d ,„ , ‘4,,,,,, ,,s7„,R,,„., .., T.02' \ i 1 1 l 1 — 1 — 78.5d�'\ `\ �� `�� \�\ �� X16.79' 1 ` n 1 i1o� . i �� 1 �� t \ \� �� j Jo 1 1 TIN. �` �� / t 1' l \ `\ �� te' `,� �`�'--- t 7227.16F �`� "3:3-':"•3?-.45' 7�4.42 SF - I 1 7 ' 9.38 \SF ‘ \ \� �t a`' `� \`\ ``� ■ n ca AW _5 �3 115102' �3 \ 00' �) j7� \`\ \\ �`. �\ \ �`�2 11 oi■ ■t � t t Ili N \ / I , "''' 'Ill! \ \ V40 1 % \I \ ` ` I ■ ` > ` S % > `1 t ` ` 2 ‘1..C% f ■ \� 1 \ \1 ■ \1 722�3 SF N. TRa V T „ ri 10 - 1-1 \ ■ t ` j 1`.` `\ •\ 1,\ \ �/ 7 70.18 SF) l i `\ h o \`. �■ xi- I \ 124.b`r' \. ', L. 1 ` ` N I N 0 \ 00 ` ``,` .N` .. `\ .\ `\ ., N. i ` �N \ \ \ \ N. \ \ 1SEME°° �`� `t t \ R 8.2 1 �\ `.° \\ �`� \� \\ 1 C' ` \ \ o \ �, V ill 5.00' `\ \ i t p 69 t / in lJ X22 ,� 1 A 1 _ / / MaRRL LK'S 3/' x�sTr1 � Ldi S ACRE -TIRS. Div Alo Z 12 Q Ia 7Z.I/e 0 60 t ° v .3/,. L1 J' 155 g•5 55.03 /55.0 39.03 AC 154.99' 20 sae saver 04 1 Ft' PACIFIC i\TORTI -I\\ EST TITLE Co\tR \NY .\'ORTll Fennel-1v .SIC'll'(1/ 1 Title Company order No. 6,303 I \il'OR I'. \\ I': [his is ran a flat or urvk..∎ . It i. Iurnl,ited as a Convenience t„ „,cate tllc land Indicated h rc:t,n 1∎Itll rvt;:rence to StrCC(S ;Itict miter land. No liability is Issti lll'cl INS reason of reliance hereon. ..: SO L'TH TIC)N : PRESENTS THAT WE. THE FEE SIMPLE OF .1 HE L 4.NU 191' MAKE A BOUNDAR LINE i%NED FURTHER DECLARE THIS ■T TO BE THE GRAPHIC= r:EP- NGA.Rt LINE ADJU=.:-.TME:N- TH THE FREE CONSENT ' ND DESIRE OF THE OWNER' _ . =VE SET OUR HAND: =N:' Nom_ Name Nome .f Washington • satisfactory evidence tnoi tedged it to be (his/her) free and ,poses mentioned in the instrument . mature of Public pointment expires of Washington y of 'e sotisfoctory eviaence tnot wledged it to be (his /her) free and urposes mentioned in the instrument. CRONES & ASSOC. LAND SURVEYORS 23806 190th Ave. S.E. Kent WoshinQ(on 98042 (425) 432 -5930 ,..,.... —, r.<.w...•..∎.••••∎ .- �......e.. ... •.....+•..�..r -. a ,.m. 1;I6 7 I F-e) / 151"e 4- C1-141-Z- .9-r Cc--01/ Ecl- i /'• THE NORT•5 LINE OF T mot- � �� • ti W 20' 134. z Z 6 00 co 0 • uJ J =: CO Li_ w °: g1 CO = CY w Z Z Off; Lu D 0: O co 0 H w w. Z U LL O, co 111 Z: Z File: • TeW JU • U O" 'CO C3 CO W •J =. H . • W.O; .11- O. • 'Z F- • U = 'IL F- H 'O WZ ,z mm Drawing# ' • - (;..- File: 35mm Drawing# A PORTION OF THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W.M. Dipl% N. E. 14047 ire t. E 140.67 IN RL was. 11112 6 167.92 • • 0 1r1 Z La ?L 1e6.62 sE. ¶6L1ft1r CUP • SOT 3q ;la'' ! ` ' LOT 2 170.000 • 890 • • / 160.832 FOS 1 x 190. 6CA .B 1• - 40' 42 1 x 179.756 RCF11 CUP. E 1461 111.1090V 11&02. \ \ co 11 PP RII E. 16Lf TO E • •/ 2) N. E. 150.9 1 OP la w E 147.5 1 )\ E. E. 149.0 i1 Q 71f *mom) E EL 146.0 1r± QQ 11 TELEPHONE. I ROM. I10 k 151. RpE C ■ 742 \ • • • • x 1150424 r RPE 0 tn Ps • • sersvore • • • • • • • • 77 • COMMUNE of Mapco= Er 0158114Y. PER CRY MEMO MAN R5-SC. la 78 •.. OW C-9. 113.401 ROL 12 x147. Fad E. ;90.1 FOS 10.11. 1x91 • RcFL in.ftg • 1 Aara tires • sa ally \ \ Plal 0 9. WE as mm NOTE igaw \\ • •` 11 • • \ • \ .•\` x1917 N\\x ? i , \ \\ \ • + it \ X '\ \•( `\` 1 1 \ / x 1 FOt ` \\ • .1 x 1 • x s764 aim turn ms otwaytir EMS PROPOR Y OEM OL MONO iw 6011111 11 OF MIMI 1.61 NOUN IEiTmaE map DE• 007 • GRADING AND DRAINAGE PLAN ' LLO1iE>, r . R4• JRR ENGINEERING DAM 10/3117 NE NM! 110111 011LEDOER.OEO QA1 E PREAAREIk OCT. 3. 1907 11T1111'1 'I'I' LI.III II. IIII I I1 1 'Il fll ll'`IIII II'I'1 L: ' ICI 'I.'1'1'I:1Irilili(i1ili1,i1'1 CHINA a r...:., : ,i; ., .:r .... 6 CJ:• I. >cL ; Zl ': I 'i ( '? i 1 - 'C.6 a,.. :er :Lil. 9'';1, ,... { , E t 111111111111111111111. 111111111111, IlIII1111111111111111II .IIIIIIIIIIIII1 .11111111111111111111. 1111► Li11 1. Ilt11111i11II1Ill1111111MIIIIIIIIIIIIIIIIIIIII +. 97 -16 MOM OAR Mt 27 -111 File: 35mm Drawin iJ 0S1111 SO o."33a2 N. 1E. 140.07 1r1 L IE 140.57 r0 /Pr A PORTION OF THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W.M. milEL13S2 E 157.02 N. • • 110 IF 3A'S Pk E153.02IItCUP S.E. 152.3 12• CIP E7OSI110 it CNN L 145* a 1 670.7% 11, \ ‘ :111 ‘ 1 \ \ - i 1 \ \ I \ cx 1 it-es, - - -- - LOT 30 \ ,\ \ \` \ . \ \-- \ \,r°`c ___ 1 \`__•% ♦ \` \\ \ \b l,l`. \` 150 -- j 1 LOT 2 \\ \ • \ \ '4 LOT 1 SECONDARY * YARD DIlA11 12 RSA t •, 1 W. IL 1544 12 :PEP > .. • • \ •: Oa, ` EMS. E. 15403 rd\CPEP ► \ -b \ \ s \\ \\ 41, \ ` `\ a ` ( `\ ACP OEM 1 ST 100.032 FOS r tOrosWw 1 1111.02• \ \ PP IOS f1. 15iE> 10 0E RE'J(EACED N/ PE 2) • K (E. 150J1 1 CpP (E \\ \\ E. E. 147.5 4•0 CP (EXI EI RE110YE0) E L 1400 1r± CPfP patnat AERIAL EPIaNE. I 1 I 1 10 x 151. RPE 5' LOA 151 COMMIE of PROPOSED 20' OgYt111Y. PER CT' WROOARO PLAN R0-SC. SEE 70 ' SHEET C-L RCFL x • 12 x 147 37 am 1 MI C. 100.3 EE 132.1 [EXPIRES /0 105 MICJO1a!'M • 5EE CRY i^ ^ ;. \ PUO1 u ` 0-11. aJ NOTE g aw. ■ . \ \ \ ` \ \ Nx 0.17 x Se \ \ \ \ fOS \\ \ \ \ l \ - \ \ X \ \ \ \ \ 1 \ \ i \ \ x 1-_ 105\ x nt1.754 FOS LAOIS ARE 00SCO EAT WIN PROPERTY tJtI 0221,7 E0110 ME SOUTH ANO EAST P0111011 OF DOM LOT 20 WHERE tMT <1F DE 10M IS ALPO NE /0%)i/47 GRADING AND DRAINAGE PLAN I0A1J3 1' • 2c' 40- 1 so 184.442 • • '4 F I I l I l,1 lT m- l i.ri.l, i t I 0 INCH • CHINA 1 JRR ENGINEERING SOME! 1• -AO" 0A11: 10/3/07 DRAIN Om 01MaOSlt NCR ROL SCP1N 1. - 40' x DRAINAGE SYSTEM INFORMATION mime= $ awns we P0551W mown am D510/0 111MOlIROtRO U12n50 M00 111W0RR1151 COST. PROMO O R INN L000310111 NW 0W00ID WOED ON NO LAME 110RMIMON CONTRACTOR OWL NOW ROM OJO0 OF 00 Dtlor a•vpa MINS. mom i1111 "D Jiw7 OVAL COMPLY W OE CO I ION 00021 O TED WNW fii.on nP E '0Q NM MOTH MINOR. 0PEP SHILL EE ADS N-12 OR 11-4 OR MA . AS APFROAED K THE CRY PISDR 70 C NSTR ICIIOIL FLIER OWN OWN MTAU. MR MINI: U1DOt ALL. COON 0A2o1 WEI 091-WE OFF-SITE CATCH WM LOOMED MOUW 270 Fr SOUINIFEST ON miE WEST WO OME F RYMM WAY.. CATCH BASIN PILTU ION TO SCALE 111 Balms SKILL DE WENTAIMD IN A COMMON NHON 1111. PROW WOW OR FLOW OF OA 0110 MUD RpfT- 01"-1IAY. 1155 WV MUM PE15001C TOP. MEMO URN 2-0101 WWI COMMA DEMAND AND MEM MID CUMIN OF ANY 01RJICI ARES 101RAP =NM ALL FOAM ea 1WO TD FROM YOU= ONTO ROAM OR W0 STORM DWJIS MOT .SE REMOVED CONSTRUCTION ENTRANCE DETAI NOT TO SOME r COIO+MED WIN MASS 'If Mr OR ROMEO CLASS r AT ORNERS OPl01L 4. 0011A0119 0ErTH CRtMIMD 1100 01O Tor COME COEPALT TO SSW OF IM>MMO CRY 01300W AS OMNI= En AMU 0-1557. RtaIOY- DC.E1E OOLM' WRIRIE AND COMPACT Al MIMED TO OMAN 071E OF DausFuRI_ U LIMN K MY 0-1557 IMDOeM PIIDCI0R1 ORO 1. 00 PICl10N 1!!110 OVAL 0E Al ROOM IN MO UT( OF TURK 2. CN00R T011550F 01J>R55Ig0AL 111111111 TYPICAL PAVEMENT SECTION N0r TO MIX MK RAM NOLIYEA0CLEDOERDII0 DAR DATE PREPARED: OCT. 3. NM tit' I [II I1111I:I; :11,1 11.1)1 tit it, ttt 1 riTi Fri l` l i 111 pf i 5 6 . 91. VI. . E4 ' Zl L1 xOL' 6 ' 8, `.<. • '9. ; 75 • E Z l` 130 IiP111111 I11l1111 11111li1iil111i111il1111l i1ia1ii1l.iii1Iiiiili •iiliiJ1 ii11.lu1iJ1i1i111. 1111111, I11111i111. 01. I11,11I[i.i1111,1.11111i1111111.111111111 it• NMI 1 17-1e OlRw ! 57 -10 4 c -3 NGUYEN SHORT PLAT /BLA OWEN LONG NOUTEN 510 ROM J3lD UE SOUTH awi e QIO Rondd IC. Rkd4 P.E, al.d..IDt EnOYwuin 10030 5211D Aro. r4 Edmonds. W. 00020 (425) 745 -1701. FAX 742 -5221 MIT NORM tM NAM Mw File: 3 mm 13rawing# 20010521900008 SHORT PLAT NO. l97-0076 APPROVALS: DEPARTMENT OF PLANNING 41OM1UNITY DEVELOPMENT Examined and approved this (( _ day of •Ml4f____, 20.Q.L DEPARTMENT OF ASSESSMENTS Examined and a a approved this _ Deputy Assessor - - - - -- Account Number RECORDING NO. VOL/PAGE PranNng and Community Development Director PUBLIC WORKS DEPARTMENT Examined and approved this Ib day of __ DECLARATION PORTION OF NI. 1/4 of _ S_E.1 /4, s T, 23N _ R4E W;M, THE UNDERSIGNED MAKES -THE FOLLOWING STATEMENTS BASED UPON PERSONAL KNOWLEDGE: 1, I am the current owner of 'the property which is the subject of this application. 2, All statements contained in the application are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. I understood that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final a ( g., g permit approval) approval of the construction e, final building will be Incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of p under the laws of the State of Washington and the United f perjury rju States under er the that the forgoing statement is true and correct. EXECUTED at the City of Tukwila, State of Washington, on May /6 • Works Director ' . LEGAL DESCRIPTION: • ' ADJUSTED TAX PARCEL 271: (SHORT PLAT PORT /ON) LOT 4: NOTES: COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS DIVISION # 2. AS RECORDED IN VOLUME 12 MERRICK'S ACRE TRACTS, DIVISION # 2, AS RECORDED IN VOLUME 12 • 1, FIELD MEASUREMENTS FOR THiS SURVEY PERFORMED OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; OF PLATS, S, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; WTH A 2" TOPCON GTS 3B INSTRUMENT, BY TRAVERSE THENCE 58838'05 E 11502 FEET; THENCE S007426 "W 63.67 FEET; METHODS, AND MEET OR EXCEED ACCURACY STANDARDS THENCE 58838'05 E 115,02 FEET TO THE POINT OF BEGINNING; THENCE THENCE N883805 "W 1500 FEET THENCE S007426 "W 52.07 FEET OF 1:10,000. N0074'26 "W 64.34 ;• THENCE N883805 "W 195.29;• THENCE 5007639 "W TO THE PO /NT OF BEGINNING; THENCE N60:50.21 "E 112,61 FEET TO A 32,74' TO. THE WESTERLY MARGIN OF S RYAN WAY, THENCE 525742'45 "W POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET, WHOSE 2. THE BOUNDARY CORNERS AND LINES DEPICTED ON ALONG SAID WESTERLY MARGIN 63.61 FEET TO A POINT ON A CURVE TO RADIUS BEARS S6372'45 "W, THENCE ALONG SAID CURVE TO THE LEFT AN THIS MAP ARE PER RECORD TITLE INFORMATION AND THE LEFT HAVING A RADIUS OF 45.50 FEET, WHOSE RADIUS BEARS- ARC D /ST, OF 70.84 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY, REPRESENT DEED LINES ONLY. THEY DO NOT 57724'44'W, THENCE ALONG SAID CURVE TO THE LEFT AN ARC DiST. OF THENCE S2542'45 "W ALONG SAID WESTERLY MARGIN 56.19 FEET TO PURPORT TO SHOW OWNERSHIP LINES THAT MAY 225.06 FEET TO THE WESTERLY MARGIN OF S. RYAN wan THENCE THE SOUTH LINE OF LOT 29 OF SAID PLAT; THENCE N883805 "W 134.61 OTHERWISE BE DETERMINED BY A COURT OF LAW. S25'42'45 "W ALONG SAiD WESTERLY MARGIN A DISTANCE OF 56.19 FEET,' THENCE N007426 E 12.94 FEET TO THE PO /NT OF BEGINNING. 3, TRACT A" /S A PUBLIC' PEDESTRIAN AND UT /CITY TRACT, FEET TO THE SOUTH LINE OF LOT 29 OF SAID PLAT, THENCE NB838'05 "W AND A PRIVATE ACCESS TRACT FOR LOTS 1 THROUGH 4 134.61 FEET; THENCE N0014 26E 65.01' FEET; THENCE S8838'05 "E TRACT A: OF THIS SHORT PLAT. THIS TRACT SHALL BE MAINTAINED BY 15.00 FEET, THENCE. N0074 26 E 63.67 FEET TO THE POINT OF TRACT A" IS A PUBLIC PEDESTRIAN AND UTILITY TRACT, AND A PRIVATE OWNERS OF LOTS 1 THROUGH 4 OF THIS SHORT PLAT BEGINNING. ACCESS TRACT FOR LOTS 1 THROUGH 4: ' COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF LOT 1: MERRICK'S ACRE TRACTS, DIVISION #2, AS RECORDED IN VOLUME 12 OF COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF PLATS, PAGE 47, RECORDS OF KING COUNTY,, WASHINGTON; FEE; THENCE MERRICK'S ACRE TRACTS DIVISION 2, AS RECORDED IN VOLUME 12 58838'05 E 115,02 FEET; THENCE NO01426 E 128,01 FEET; THENCE 58838'05 E 19529 FEET; THENCE 50076'39 "W 32,74 FEET TO THE WESTERLY OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; MARGIN OF S. RYAN WAY, THENCE 52542.45 "W ALONG SAID WESTERLY THENCE S88'38'05 "E 115.02 FEET; THENCE N0074 26 E 64.34 FEET; MARGIN 63.31 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS THENCE S88'.38'05 "E 75.27 FEET TO THE POINT OF BEG INNING; THENCE OF 4550 FEET, WHOSE RADIUS BEARS S7724'44 "W AND THE POINT OF CROSS REFERENCE: S8838'05 "E 120.02 FEET,; THENCE S00'1639 "W 32.74 FEET TO THE BEGINNING; THENCE ALONG SAID CURVE TO THE LEFT AN ARC DISTANCE 2001. (Print Nome) (Print Name) • 510 R4iN/ER ,4 1/E S# (Address) (Address) 02o 6 . a 2. 6 _ 3 756 WESTERLY MARGIN OF S, RYAN WAY; THENCE S25 47 45 "W ALONG SAID .OF 225.06 FEET TO THE WES7ERL Y MARGIN OF S. RYAN WAY ;; THENCE REFERENCE IS MADE TO 7HE FOLLOWING SURVEYS FOR WESTERLY MARGIN 63.31 FEET TO A POINT ON A CURVE TO THE LEFT N2542'45E ALONG SAID WESTERLY MARGIN 56.40. FEET TO THE POINT OF SECTION SUBDIVISION `AND 77E INFORMATION: HAVING A RADIUS OF 45.50 . FEET, WHOSE RAD /US BEARS S7724'44 "W, BEGINNING. THE PLAT OF MERRICK'S ACRE TRACTS AS RECORDED /N THENCE ALONG SAND CURVE TO THE LEFT AN ARC DIST. OF 81.91 FEET, THENCE N2436'41 "W 67, 72 FEET TO HE POINT OF BEG INNING, • PLATS IN VOLUME 12, PAGE 47 RECORD OF SURVEY RECORDED IN BOOK 111, PAGE 163 RECORD OF SURVEY RECORDED IN BOOK 58, PAGE 24 LOT 2: ALL RECORDS OF KING COUNTY, WASHINGTON. COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS, DIVISION 12, AS RECORDED iN VOLUME 12 OF PLATS, PAGE 47. RECORDS OF KING COUNTY, WASHINGTON; THENCE S8838'05E 115.02 FEET TO THE PO /NT OF BEGINNING; THENCE • • UTILITY EASEMENTS N0014'26 E 64.34 FEET, THENCE S8838'05 E 75.27 FEET; THENCE S243641 E • .(Phon Number) (Phone Number) VA'A Al ignature) (Signature) v 1certify that know or hove satisfactory evidence that _ v 6772 FEET TO A POINT -ON A CURVE TO THE LEFT, HAVING A RADIUS OF 45,50 MAINTENANCE AGREEMENT: FEET, WHOSE RADIUS BEARS S25 4336'E . THENCE ALONG SAID CURVE 70 711E LOTS 1 -4 OF THIS SHORT PLAT ARE HEREBY GRANTED • LEFT AN ARC' DIST. OF 36,05 FEET; THENCE N6405'18 "W 56.25 FEET, THENCE AND CONVEYED AN UNDIVIDED TN7EREST IN THE PRIVATE N88 '38'05'4W' 29.83 FEET TO THE POINT OF BEGINNING NON- EXCLUSIVE AND NON- RESTRICTED UTILITY EASEMENTS TOGETHER WITH AN EASEMENT FOR U77LITIES DESCRIBED AS FOLLOWS: ON LOTS 2 AND 3 OF SAID SHORT PLAT FOR THE BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 'A' OF CITY OF TUKWILA OPERATION AND MAINTENANCE OF SAID UTILI7TES, THE BOUNDARY LINE ADJUSTMENT NO. L97- 0077, THENCE S88'38'05 "E 29.83 FEET; MAINTENANCE AND REPAIR OF SAID UTILITIES SHALL THENCE S64 05'18'E 56.25 FEET TO A POINT ON A CURVE TO THE RIGHT HAVING BE THE RESPONSIBILITY OF THE OWNERS OF LOTS 1 A RADIUS OF 4550 FEET, WHOSE RADIUS BEARS 571•732 "E, THENCE ALONG THROUGH 4 AND EACH LOT •OWNER SHALL PAY AN EQUAL SAID CURVE TO THE RIGHT AN ARC DISTANCE OF 10.02 FEET, THENCE N64 '0,518"W OF THE COSTS INCURRED. 82,37 FEET; THENCE N8838'05 "W 10.51 FEET TO THE EAST LINE OF PARCEL 'A' • OF SAID CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT': THENCE 5007.126 "W TUKWILA ALONG THE ADJUSTMENT A LINE ANCE OF 20 FEET TO 771E PO /NTOOF BEGINNING. LINE BASIS OF BEARINGS: signed this trument nd cknowledged it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Dated II .- -i J My appointment - Aires a- -19,43 KIM PLISCHKE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES DECEMBER 25, 2003 THE BASIS OF BEARINGS FOR THIS SURVEY IS ESTABLISHED LOT 3: BETWEEN THE TWO FOUND MONUMENTS AS DESCRIBED AND COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF SHOWN ON 51st AVE S., BEING NO020'56 E. MERRICK'S ACRE TRACTS DIVISION ,,r 2, AS RECORDED IN VOLUME 12 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE S8838'05 "E 115.02 FEET TO THE POINT OF BEGINNING; ' THENCE S88'38'05"E. 29.83 FEET; THENCE S6405'18 E 56.25 FEET TO A PO /NT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET, • WHOSE RADIUS BEARS S7107'32 "E, THENCE ALONG SAID CURVE TO THE LEFT AN ARC DiST, OF 36,26 FEET; THENCE 560'50'21"E 112.61 FEET, • . THENCE N007426 E 52,07 FEET; THENCE S88'38'05 "E 15.00 FEET; • THENCE N0014'2677 63.37 FEET TO THE POINT OF BEGINNING. . BEGINNING AT THE SOUTHEAST FCORNER IOF PARCEL A' OF AS CITY OF . • • TUKWWILA BOUNDARY LINE ADJUSTMENT NO, L97-0077; THENCE S88;38'95 "E . • 29.83 FEET; THENCE 56405'18 E 56.25 FEET TO A POINT ON A CURVE . OUNTY TREASURER'S CE' KATE I certify that property taxes ore paid and •t 0 deposit has been made in sufflcien amount to pay the tax-- or the following has made there are no ount to special at o - - - or s certified to this office for collection; o that all s• . iai assessments on any property herein dedicoted • . str - s, alleys, of for other public use are paid in full. Examined and approved • the C of Tukwila Finance Department this day • . TO THE LEFT HAVING A RADIUS OF 45.50 FEET WHOSE RADIUS BEARS, 5710732E THENCE ALONG SAID CURVE TO THE LEFT AN ARC DISTANCE OF 10.31 FEET, THENCE N6405'18 "W 74.83 FEET; THENCE 50336'49 "E 94.88 FEET; THENCE S605021 "W 16.63 FEET THENCE N033649 "W 41.84 FEET; THENCE N001426 E 63.37 FEET TO THE POINT OF BEGINNING. , VOL. /PAGE Deputy K • County Treasurer King Coun Treasurer • RECORDER'S CERTIFICATE filed for record this day of 20 at M y in book of at page at the request of James D. Crones Mgr. • Supt. of Records LAND SURVEYOR'S CERTIFICATE "I, James D. Crone,, registered as a land surva orbs by the State of Washington, certify that this plat Is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments roved for setting at o later dote, have been set and lot corners on the ground as depicted on the plat." CRA 1 C rtificate No. .29.537 r 1 CRONES & ASSOC. AY 16 2001 SHORT PLAT FOR LONG NGUYEN tj LAND SURVEYORS ` OWN. BY PJE /MLS DATE DECEMBER, 1997 JOB NO. NGUYEN4A.FLX 23806 190th Av.. S,E, Kent Washington 98042 (425) 432 -59w CHKD. BY JDC ' SCALE SHEET a ty of Tukwtila SHORT PLAT N 0. L 9 7 - 0 0 7 6 APPROVALS: DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES' Examined and approved this day of 19 DEPARTMENT OF ASSESSMENTS Examined and approved this day of 19 'RECORDING NO. VOL. /PAGE ' ,___ , ___ , . , SCALE: i torah = 40 ft 111111 1 I Manager, Land Use Services Division Examined and approved this day of 19 Assessor o 40 810 • DEDICATION PORTION OF N•E _1 /4 ,of S.E. _1 /4, S._3 __ T._23 _ R. 4 __- , Deputy Assessor KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the and hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the use of the public forever all streets and avenues not shown as private hereon and dedicate the use thereof for all public purposes not inconsistent with the use thereof for public highway purposes, and also the right to make all necessary slopes for cuts and fills upon the lots shown thereon in the original reasonable grading of said streets and avenues, and further dedicate to the use of the public all the casements and tracts shown on this short plat for all public purposes as indicated thereon, in- cluding but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a , arson or entity other than the public, in which case we do hereby dedicate such streets, easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves; their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against the City of Tukwila, its successors and assigns which may be occasioned. by the establishment, construction, or maintenance of roads and /or drainage systems within this short subdivision other than claims resulting from inadequate maintenance b the City of Tukwila, , . • - y Further, the undersigned owners of the Land hereby; 9 y subdivided agree for themselves, their heirs and assigns 'to indemnify and hold the City of Tukwila, its successors and assigns, ,harmless from any damage, including any costs of defense, claimed by persons within . , or without this short subdivision to have been caused • by; alterations of , the ground surface, vegetation, drainage, or surface or sub - surface water flows within this short subdivision or by establishment, con- struction or maintenance of the roads within this short subdivision. Provided, this waiver and 'indemnification shall not be construed as releasing the City of Tukwila, its successors or assigns, from liability for damages, including the cost of defense, resulting in whole or in part • from the negligence of the .City of Tukwila, its successors, or assigns. This subdivision .dedicdtion, waiver of claims and agreement 'to 9 hold harmless is made with the free consent and in accordance with the desires of said owner's, • • • IN WITNESS WHEREOF we set our hands and seals: • • Development Engineer .. Account Number THE NORTH LINE OF THE LEGAL DESCRIPTION: 10' SE. 1 /4 OF SEC 3 -23 -4 S, RYAN ST..3 2 'RIM= 1 160.02' 961.64' SSMH CV RIM' , 1 SSM 1 CD \ I W tai ry tall 2 • 151.92' 1 M 1 u i ' I'' d I ),' l 2 . es ., .. :. ^ _7. " 1 pP. 20 J ' . W ` 30' A., . ►' c 01 1N { - -oo I tv 0 Y' Al i(S• ;Mb, lNV= 140.57' 8 CON HYDR4NT CB #1 RIM= 155.52' INV= 153.62' 18" CMP SDMH R/M =161.12' \ \ 2 \ INV =1'57,92' \ \ .' \ \ r\ ' 18• •'CMJ3 \ \ . , m \ > > s ti \ o • • 6. CRE M \ I(' s\ , 4 C . \' Egg -, \ N98'38'09 "W 588'26'40"E FOUND EAST 1/4 OF SEC 3 -23 -4 CONCRETE MON !N (THIS SURVEY) \ - . ., I . '( `o o 1 " / oi'O' \ ___ --/ / h \ _ \ \ \ . \ 0' • CORNER CASE , m ' \ hi 1\e F 0 / (5 .. .. • ADJUSTED TAX PARCEL 271: (SHORT PLAT PORTION) COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS, DIVISION I 2, AS RECORDED IN VOLUME 12 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE S88'38'05•E 115.02 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S8838'05•E 6.90 FEET THENCE N00'1426"E 64.34 FEET, THENCE S8838'OS 'E 188.39 FEET THENCE 500'16'39 "W 32,74 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY; THENCE S25'42'45"W ALONG SAID WESTERLY MARGIN 175.90 FEET TO THE SOUTH LINE OF LOT 29 OF SAID PLAT, THENCE N8836'05"W 134,61 FEET THENGE N0014'26'E 65.01 FEET THENCE S88'38'0/NT 15,00 FEET; THENCE NOO'14'26"E 63.67 BEGINNING, cQn I ra 1 i ti < 4 a L. , u c., L. \ 1 0 -. \ \ '.\ \ r - -- _ - -• FEET TO THE POINT OF \ ' 'j 3 U \ LQ I F... . , , - i . • ■ \• ' I \ SQ i `y .1 i - Q `, \r l • \ \ \ \ \ ' ; \ \ \ = \ I \ ` 188. 9'' • C \ \ ;\..\..,\ 724 ' N\ • 1801 . 5 dx SF \ N W I ' \ -• lo p (NOT INCLUDING \ :`+ • i ' •\ -' u; \ ' •. , LOT 1. QY * EASEMENT),(TYP) ' ,c 300 \ .. \ -- \ v3 \ 7281.29 SF . ' • o LOT 2 " 2 1 \ \ \, . I y' •: • '5, r'sd,, - >o \ \ • ''": .74 M • TAX .PARCEL . :.. '' S \ \ e ,- 547380- '` LOT 1: . COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS DIVISION 2, AS RECORDED IN VOLUME 12 OF PLATS PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE S88'38'057' 121.92 FEET; THENCE N00'1426'E 64.34 FEET; THENCE 588'38'05 "E 76.57 FEET TO THE TRUE POINT OF ' . BEGINNING; THENCE CONTINUING WESTERLY 111.82 FEET; THENCE ry S00'16'39•W 32.74 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY, I THENCE CONTINUING S25'42'45"W ALONG SAID WESTERLY MARGIN 91.51 FEET, THENCE N64'17'15 W 35,71 FEET; THENCE 6 N21'13'35 "W 109,81 FEET TO THE POINT OF BEGINNING. LOT 2: "" "' • o COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF W MERRICK'S ACRE TRACTS, DIVISION if 2, AS RECORDED IN VOLUME 12 2 ,, OF PLATS, PAGE 47, RECORDS OF KING COUNTY WASHINGTON, THENCE 588 38'05 'E 121.92 FEET TO THE TRUE POINT OF y BEGINNING; THENCE N00'14'26"E 64.34 FEET; THENCE 588.38'05E 76.57 FEET; THENCE S21' 13.35 "E 109.81 FEET; T THENCE N71'07'47"W 123.19 FEET TO THE POINT OF BEGINNING. LOT 3: COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS, DIVISION ,# 2, AS RECORDED IN VOLUME 12 "OF PLATS PAGE" 47, RECORDS OF KING COUNTY WASHINGTON, X11 THENCE S88.38'05 "E 115.02 FEET TO THE TRUE POINT OF ~• . BEGINNING; THENCE CONTINUING S86'38'05"E 6.90 FEET; THENCE ' '' S71.07'477' 12.3.19 FEET,• THENCE S60'41'45W 159.36 FEET ,, THENCE NO0'1426"E 54.69 FEET THENCE S88'38'05"E 15.00 .,. FEET; THENCE N00' 14 26"E 63.67 FEET TO THE PO /NT OF to BEGINNING. LOT 4: • COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF c MERRICK'S ACRE TRACTS, DIVISION # 2, AS RECORDED IN VOLUME 12 °' OF PLATS PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; M THENCE 58838'05 "E 121.92 FEET THENCE S71'07'47"E 123,19 FEET TO THE TRUE POINT OF BEGINNING; THENCE 564'17'15 "E 35.71 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY; THENCE S25'42'45"W ALONG SAID WESTERLY MARGIN 84.39 FEET TO THE SOUTH LINE OF'LOT 29 OF SAID PLAT, THENCE N88'38'05 "W 134.61 FEET THENCE N00' 14 26"E 10.32 FEET; THENCE N60'41'45 "E• 159.36 FEET TO THE POINT OF BEGINNING. • NOTES: L _ .. 5.02' \ • . \ • N88' 8'05 "W \ \ \ NW CORNER OF 'tar 29" " 9_ \ POINT OF COMMENCEMENT tv • \ . \ N. r oN b. \ % • • o \ \ b \ ACRE ' ' \. \• RIO 588 38'o5`E '. • ' `e. rn w` (3280_08 (EX /STING LO LINE) • 17i"45 \, ,:.. S88*- 10'OS'. \ ,..,.\ - - • \ \ ST %q ,' . \ \ \ ' ?¢ k 6,90:, % F \ • \ h ?,3 A'J. •" \ ' '`' 9'' ' \ c': 1 1 ii \ R20 ` 6 30' INGRESS EGRESS Q• ` 1 \. AND UTILITY EASEMENT S 1 • .> - , 3061. 1.7 SF \ ,r4. ,y , \ 's R\ ?> byl` / A ; ; . LOT 3 ti I \ _ _ Pr ;r - \ E Tp T 29 \ LQ: , c ,\ '` \ A . N `''' \ bo \ \ 2 \ \ 10.32' --\.,,...: \ 72773E SF \ I \,) h .. 15,00' '' ; iRi I 1 20 Y N \ R \ h• A5 .. ) \ \ :\ ' d , • 6' \ L 56 9'3 / • LOT 4 1 , ■1- \, • :cj\ \ ( 7288.84 SF I • , , a\ 'o \ \ OLD TAX PARCEL 0 r? 4j ry , N \ h 4@ 547380 - 0271 -08 W ch ` N 134.61 \\ \ ® e` h \ % • ' '3' Name Nome Name Nome Name Name State of Washington City of Tukwila I certify that I know or. have satisfactory evidence that • PP 1 \ _ - signed this, instrument and acknowledged it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. • Signature of Notary Public \ THE SOUTI) \LINE OF LOT 29 MERR/CKS ACRE TRACTS Al. 8838'05"W \ '' \, ■ \ o \ \\ , \ \ • X. / a 2 \ Q s \\ \ \ \ ss QaP ` /\ \ \ \ \ \\ \ \ \' ' -I, \ N RlM= 148.30' \\ y\ f \ . 'sR %/th IIVV= 132.10' 4 / \ / \ N. \ 8• CON. • \ ' /. ' \ \ r A.. 1 i / \ \ ' 00• \ \ • \ \ FOUND CONCRETE ' MON. IN CASE • A ?, p0 \ / (THIS SURVEY) \ Dated My appointment expires FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2" TOPCON GTS 3B INSTRUMENT, BY TRAVERSE METHODS, AND MEET OR EXCEED ACCURACY STANDARDS 1 OF 1 :10,000. BASIS OF BEARINGS: State of Washington County of 1 certify that 1 know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and 9 9 (. ) voluntary act for the uses and purposes mentioned m the instrument. • • • Signature of Notary Public VICINITY. MAP " THE BASIS.OF BEARINGS FOR THIS SURVEY IS ESTABLISHED GRAPHIC SCALE BETWEEN THE TWO FOUND MONUMENTS AS DESCRIBED AND LEGEND: SHOWN ON 51st AVE S., BEING N0020'S6"E. VOL. /PAGE N.T.S. S. VICTOR ST, NA ; 0 FOUND MONUMENT • , ° 20 40 eo • coa FOUND 1/4 CORNER CROSS REFERENCE: W e SITE LOCATION „ , S. -YAN ST. V q . i 'n ,ny,;'- .n' V. A::,•.•• • O PROPOSED 5/8" REBAR dr CAP REFERENCE IS MADE TO THE FOLLOWING SURVEYS FOR , r V. y. LS 29537 SECTION SUBDIVISION AND TIE INFORMATION: >' I SET 2X2 'LINE. STAKE • ' THE PLAT OF MERRICK'S ACRE TRACTS AS RECORDED IN IN FEET PLATS IN VOLUME 12, PAGE 47 .1', inch = 40 ft, O MANHOLE RECORD OF SURVEY RECORDED IN BOOK 111, PAGE 163 RECORD OF SURVEY RECORDED /N BOOK • ; POWER POLE •.. . ALL RECORDS OF KING COUNTY, WASHINGTON. PACE 24 „ RDS OUNTY 0 CATCH BASIN , IA . .. WATER VALVE. . Dated My appointment expires ■ r '. „ •, ' ' RECORDER'S CERTIFICATE filed for record this day of <.09 ' at M in book of • at page at 'the request of • • Mgr. • Supt. of Records R. LAND SURVEYOR'S CERTIFICATE L, This Short Plat' doi'rectiy repreten'ts' a - survey made' by me or'•under my. direction in conformance with' the,•.' requirements of the appropriate State and County Statute and Ordinance iri 19 " • '' ' ' ' " • • ' Certificate 'No. a ? •• r CRONE & : AS OC, e x.c. z. , : °• .,,, , . ,; ; "' '?y +,o ran,, ,,,, °HALLO' was °!Mf SHORT PLAT FOR LONG NGUYEN DWN. BY PJE .DATE DECEMBER, 1997 JOB NO.. NGUYEN4.DWG' • _ 1 , N , ? %,,,,,,,,,,,,,,,,,,n`" 23806 190th Ave. LAND SURVEYORS , '' , S.B. Kant Waihington 98042 (425) 432 -5930 • .. • CHKD. BY JDC ' SCALE 1 1 " =40' SHF, ET 1 • ' OF 1 1TFp- --m- ,III'I',11i1l1l,t',y1 1'1111 -plii ilirp1'i'1l1'I_!,'H'!.r0 iiii' '1'I'1'1llilllip 0INCH 1 r+ ' , 2 r 9. -4 5 6 . CHINA St 41 61 Z1 kV z l 160: ,• I':•:39 . ':'. V.. • '.,. .., .,1 0P.4!' .,..;;.:::\I"I' ■•;,K,1.010,11:00U.N.,iir IE*MIIIP.0:00 .,,:.•;,79; ty tang Coufity Assessor ""'" ' i ....ari...-.: 7tip,,,.1:,(,114,14ipl,, , it0,E,,,Feemipii,,, Epif1FICATE ilz,boolit.0,0f,'.`O! A 11.•' PUg • :44'. it, i4,,.., F.,1 i.44 11,i7,1":"!Y 0. tu 431.9.".1.4 ,{r4r,1 , ih ci th. r,est of : j.: 1 4 lif,••s ,,, i ,4,4,1r144..4,,06*,.04.11,,t_tt'irai s ,.!.. ,,,, ?. • e, ‘,.} , SUpt. of R..„2‘..rds ' i' ?49'"!': ''!'''v"':tiCisik'k4.1:"11."t.11.114141414::••"4, ' 1 of Tukwila BOUNDARY LINE 'AUJOSTMENT N 1.19Z=0.Q.Z.7__ LON NM CRONES & LAND SURVEYORS • An. IL WI IIMANONI NSW OM MAMA ' • Nerea......AOSINIMbeNe , ;A:RATION., KNOW'' BY MEN IV 1HESE PRESENTS THAT Ks THE' UNDERSIONEDI•NNER(S) IN FEE SIMPLE OF THE LAND." '• HEREIWDESCRIVED 0_91•HEREBY MAKE A BOUNDARY UNE ADJUSTMENT-....:THCLUNDERSIONED FURTHER DECLARE THIS :BOUNDARY' UNVADJUSTMENT TO BE THE GRAPHIC REP- . RESENTA110MOFIAID, BOUNDARY LINE ADJUSTMENT AND iTHE'AIAME tS MADE MTH THE FREE CONSENT AND • IN ,ACCORDANCE1AT,THE DESIRE OF THE. OWNER(S)• • IteVATNESW14ERE00,c,VIE::.HAVE SET OUR HANDS AND • • ,:.`f.;;;M•=• ms Nam Nome • ly vo f Woiritr teri.911of gk 1 arti, hat I knehae eatefoctory evidenc that nr• • r • • 4API N. U.INik =Ithle Instrument and • oelateeledoed It to be (hb/her) free end nlay . for the • woe. eM purposes mentioned In the kttrument. • . PATTIvarLIMG,;,::111onolure of L DLi -aL WOTARY, - .eusoc .STA1EOF `21.°444 COmMeStON •appointment empires • ••:tliti11.41"`; St". W°ZnAlie ' •,,,141,-•.'qq:;e' County of •11.1.: 1 dor** satieloctory evidence (het • 14 rorirtorythis:Instrument;o4 :,.1.nowledged It to be (hia/hor) free and ..00t for- the :tn.: J purpoese mentioned In the Inekurnent. JpA .0'.Y0 WM L. :C. : 11 CI Sg'n): ature of w. rilicMi 1 0,, -OP inkint supine 4%44. 'MU. ,=14. . . . . 1AP P. R 04■1, ..'ovOti..4Etivuor740, APPROVED. 1HIS''' 1). • r.y, DEVELOPMENT :••• OF ; • , (NT ;OF 'ASSESSMENTS av h4 *C day • of 30' t, • , • nie NORTH LPif or pc S.E. ••••,„, .V • ..!....;•;1191,84' 10' RIGHT-OF-MNIY DEDICATK)N • .342.061v- ' i•• ' • • I ; .1.: • ■ A.Igss . .01•Y r1 ' O• 1/4 OF SEC. 3-23-4 4 N S6•211•40T S. RYAN ST. 3 FOUND EAST 1/4 CORNER or SEC 3-23-4 CONCRETE MON 114 CASE . (THIS SURVEY) VOL. /PAGE ORIGINAL LEGAL DESCRIPTIONS: •-•;•••• 0.31' NW COINER Of LOT 29 POINT OP INEGINNING 1 • TAX PARCEL 260: THE SOUTH HAL, Of Of LOT 30 Of MERRICK'S ACRE TRACTS DIV.#2 AS RECORDED IN VOLUME 12 OF PLATS AWE 47, RECORDS Of KING COUNTYWASHINGTO,NL__LESS STREET; SUBJECT TO A RICHT or WAY DEDICATTON AS !Coma UNDER Af. NO. 8480984. TAX •PARCEL 271: LOT 29.0f MERRICK'S ACRE *ACTS LIMP ,A9 RECORDED IN' VOLUME 12 OF PLATS PAGE .47,•RECOROS'OF KINT COUNTY,IM ' LESS Ile I.bT 115 FEET, L-XCEPT,TH ,EAST 151EET•SIONITIEST4E 100 PELT or Pe SOUTH 85 fEERIUSJECT T 0 A NOM OF MY DEDICA17014 At RECORDED UNDER Ar.:NV,'I 8504822 'IRD'116041131. REVISED LEGAL DESCRIPTIONS AAIUSTEO TM MOM 280: PARCSLv • SEGNANNO AT The NORTHWEST COMER V:" LOT 29 •'Of THEPLAT or mown ACRE TRACTS, DIVISKIN.#2,4.T RECORDED 117LUME• 12 OF PLATS AWE 47, RECORDS OF KING.c'OUNTY, "MAURY* newt sis•JIM-T 1ts.o2 ran ,THENCC: NOrT4LVT• Fun THEW( NIRPOOBV 115.02 FEST 'RENO: S0044111111.94.34•FEET TO THE POINff Or. IIEGANWNO: Tv ,?Olfr•OF,RRY VEDICATKIN or•Tkic lorir 10 FUT MVO, TO'•THE Of_kitt161114: ALSO • SUBJECT TO A' MONT •OF 1111Y.:• DEDICARC.-: IMOSWW;404DEIN A.r. ICA'S 1186441111-AVO-SIMMO61; 6vr•ffy,,• , • • .* • , • ADJUSTED TAX AllIcn .271: MICA •!11 • 'L• AT THE NORTHOWST OGIVNER or LOUSY 'Or THE PLAT Or WIMERICITIV3ACRE TIMM MOWN 4 !tiSIORDID VOLI,,,tiE 12 OF PLATS Alit RECORDS Or ATV COUNT1',,' 1111SHINGTOft • THEAVE Sara .115.02 FUT TO•The Raw of_iionow: niece' Norm 14.34 _PUN TMENCE SWAVST:111111.29 FEET: THEM' Sows 3117,4 FEMT0•116: WES711111.KMARGet OF 5. WAN 111414, _THEW SEr4r487, ALONO $U Kk7;TENLY. IIANOINAM.Sr TO THE SOUTH LAS Of • LOT fl PIAA::/NIXtr,ze 13441 net rxrha,pairit_ TA8.01 'ran. NACU al moo nnt.regra act,70.1rir.. ;or ow- "wow mi-im-w-row-mm:-.7ecoesasa-tessisAir.-41o.4 1540=4-.DIP=4,10044VSTOW 'zE-10-THE-00000 PM- INNING; SMIECT TO A RIGHT Or NOY DC: CATION RICORDED.UnDER A.F. NO. INPITOS4.- LA V 62Z • 4.A. si 4 1/ • • • • .,"N&Y.3dbilv CROSS REFERENCE: THE PLAT Of IIERRICK'S ACRE TRACTS As RECORDED N4 NAYS IN VOLUME 12, PAGE 47 RECORD Or SURVEY AS RECORDED IA 11....)14 111, PAGE 183' REMO Or SIAEVEY AS RECORDED 14 84,•:.:14 68, PAGE 24 ALL IviroitOS of Kra wow. Nomoiscias g4,61• f.YYCTUr suuw LINE OF LOT 29 MERRCK'S ACRE TRACTS Iter.leorw :',1•,...i....',:- Y puBL. I ...,...;:,$04, .10,i, ?al ,..•,;! . , • .7••., ;1—!',4.t.'54071% .r .'.')`1.',.:* . , .:. ' • ...... a•■14.i4V.../4.3/447..,-- ... f . .•• • . • - :4,,i,••„..; . . :,., 0,,,, •• • . :. . • . .,.,....... • , •,..,;,...: ,.• , iiiior.,:•••••-111: •rim ..:...,..., CI R AP.H IC. SCALE Jo, " • :.'•• ' 1 VICINITY MAP ILES , • `',FEET 40.1t. • .• LEGEND: LeOKI • • FOUND 1/4 CORNER FOUND MONUMENT SET 5/8 REAR It CAP LS SIT U2 LINE STAJCE ; • 'tk LAND SURVEYOR'S,`'CERtitICATE . !,'.:•;-....:,4kfajig,:,1 • , This BOUNDARY LINE ADAISTMENT'aorrect10.epreltentsi survey mode by me et -.,■Ider my air:gilart, , conformance • with •tatt. GA county. In June. 1997 • 40?m,'40eff&..C7* CerUt.Jati , 4 ,;:•• • APPROVAL NOTES: THIS REQUEST QUALIFIES FOR EXEMPI.C, UNDER KCC 19.08.112. IT DOES NOT GUARANTEE THAT THE LOTS U. BE SUITABLE FOR DEVELOPMENT NOW OR 114 THIN rtJTUNC. n1t LCOAL ThN4VCN Ca THE PROPERTY MUST BE DONE ay SEPARATE INSTRUMENT. • PORTION OF f /4 of / 11. Dm..., BY • • , ."'PJE AILS CHKD.,11y. . DATE ,. 12/1997 • SCALE • 40 ' t, • 6 • • CHINA 91 VI. el Z1 e z • 111111111111111111111116111111111111111111.IIIIII11111IIIIIIIIIIIII1IIIIIIII1111111111111111111111116111111[11101.111111101)11111111111111111111111 • , • 41.f1)1:,1',4‘y••.'sj,•':1.•" • • • I; • OP, '4? • 1.i.'!■*.'6' SSW ea N. I . i40 7 i2'o S. IE. 140.57 p1 CB OPE RIM EL 15342 C SJE 152.3 12' cup A PORTION 0” THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W'4. J ("PEEL J61.12 ,1 / 1 t E 1S7.t2 I • • • • 4. • • • • • • al • 1 1 1 1 '4 't• ` ` \` . \• \ ' 1 C.--' 1 it 1 110 LF al b\ ♦\ \ \\ \ \\ \\ \ \\ ---- - ---'' . 21J6r ' \ ^ \ ■ 1 t LOT 3 's8'' \ \ "1/"ir_ . — 19993: 1 \\ ■ A \ — s ! LOT 2 EfaS11NO 1E CAP. E. 145* r k 106€ 42 MOMMItArr \ 115.02• \ \ CS 0 cam 10 6E *ACED M/ 41(PE 2) KB 100E1 a. eta \ X w. 6 147.6 (EA E. E. 141.6 II Cf3C. Td ilk MOM) E. ER 1X 12'I i• it t \\ ■ ■ ■ \ \ ■ \\ \. 742 ; ■ x LON. 5$79 • \\ \ \ \ \ \ \ \ \ \ \ \ I J ( 100' \\ \\ `♦ A r • Oa RE-24 ON \\ \ pt- l \ • 0-0. !E OLJE hrion i \ 1148.600 I \ \ ` \ „ lI I \ x,60.913 \♦ ■ x 52044 ` 3. 7 • N 3 \\ \ 1 FOE • FOS x164.▪ 937 x 1 \ \ ` \\ \ ` Iv \ \ x \\ x F1x x 191754 \\ \ \ \ 01161 tf h FOR • • x 71 \ \ 7 \ gig 4.01Z\ \ \\ MO UIRII AK 0091006Q 1110 \ PROPORY MO MITT RIp11 OF cwu LOT 20 MIRE II PUDIC MIT wN I I' '4, 00/1E0Ri OF PROPOSED 20' , aw TOVIDARD FUW R9 In 70 . u 171403 RCFL RCFL .2 r - 4, 71 x 179.705 RCFL1 • x 127 t ` RM EL 148.3 IL 132.1 GRADING AND DRAINAGE PLAN ''sowr -1, • • JRR ENGINEERING 1000 40' 010116 10/3/07 - NOZ 01113011e R1@ Ms 0INCH ... ' CHINA , 111111111 111111111111111 1ilI ii11illlll i MUM PREPARiM • OCT. 3, 1107 • 9...t' Z l S 6• . "f 0 i • IIIIIJIIIIIIIllll1[1.l.11l. III0IIIIIIILIIIIIIIIIIli1111 !L04111J.II1ILII.ii11g1) 11111illll 21111.1 i1 MI/0 NGUYEN SHORT PLAT /ALA. CO M LOIO TOWN • 510 MIMS MIME SOUTH • SA. 110144 - 438 QIWEIR Ronald K Rink P.E. AAA MR 2gM1Mtb0 10000 62110 Ask W. E Imeade. MA. 00020 (448) 746 -1700. FAX .741 -6221