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HomeMy WebLinkAboutPermit PL13-037 - NGUYEN ADAM - SHORT PLATADAM SHORT PLAT 3735 S 150TH ST PL13-037 L13-039 SHORT PLAT Carol Lumb From: Han Phan <pbg.engr@yahoo.com> Sent: Tuesday, April 15, 2014 11:05 AM To: Carol Lumb Cc: Adam Nguyen Subject: Fw: Power backup Carol, Attached are pictures showing the power conduit stub that connect to the existing power pole on the east end running along the house on the same trench as other utilities. This is a backup power conduit if Seattle couldn't secure the other connect from the hand hole on the south owner as SCL prefer option. Regards, Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 CeII: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@yahoo.com Forwarded Message From: Adam B Nguyen <bnquven96@vahoo.com> To: Han Phan <pbq.engr@yahoo.com> Sent: Tuesday, April 15, 2014 10:29 AM Subject: Power backup Adam Nguyen - Real Estate Broker Dove Realty - Renton Branch 723 SW 10th St., Ste 230. Renton, WA 98055 C:206-288-3737 - F 206-766-9402 1 Carol Lumb From: Han Phan <pbg.engr@yahoo.com> Sent: Tuesday, April 08, 2014 1:50 PM To: Carol Lumb Subject: Re: Adam and Landfair 2 Short Plats Carol, Adam SP: The house address signage and mailbox have been installed. New mailbox is installed next to the existing house mailbox in white color. Landfair 2 SP: I will have the surveyor put in the two notes. How many copies to do you need? Thanks Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 Cell: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@vahoo.com From: Carol Lumb <Carol.Lumb@TukwilaWA.gov> To: Han Phan <pbg.engr@vahoo.com> Sent: Tuesday, April 8, 2014 1:30 PM Subject: Adam and Landfair 2 Short Plats Hi Han, I am reviewing the final short plat submittals. For the Landfair 2 Short Plat -two things. 1) I see that is missing is a note on the short plat that says all the new homes are to be sprinklered - see Preliminary Short Plat approval condition #21. 2) please add a note that development is subject to the recommendations of the geotech report prepared by Ages, LLC on January 6, 2014. Please add these notes, then you can bring in the final short plat paperwork signed by the owner and the surveyor. For the Adam Short Plat - a couple questions - I don't see the location of the mailbox for lot 2 identified anywhere (condition #13) - and I haven't been out to the site recently - is the signage up for the multiple residential driveway (condition 17)? Other than that, it looks like the rest of the conditions of the Preliminary Short Plat approval have been addressed. I believe the public works permit for the paving will be finaled soon (the temporary patch is to be removed and final paving completed), so you can go ahead and bring in the paperwork for signature by the DCD Department director - signed by the owner and the surveyor. 1 Let me know if you have questions. Carol Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Carol.Lumb@TukwilaWa.gov<mailto:Carol.Lumb@TukwilaWa.gov> Tukwila, the City of opportunity, the community of choice. Carol Lumb From: Han Phan <pbg.engr@yahoo.com> Sent: Sunday, April 06, 2014 9:13 PM To: Carol Lumb Cc: ADAMSNGUYEN@YAHOO.COM Subject: Adam Short Plat Attachments: R13720-PS-UT1.pdf; KC Parcel Map.pdf; KC Aerial Map.pdf; 0PR20020221900003-1-2.pdf Carol, The owner on the east side call me this weekend and I met up with him at the site. He was telling me that Mr. Nguyen had cut the driveway for underground conduits that is located on his access easement. I told him that the trench is on City ROW and I tried to show him the drawings but he told me that I don't know what I'm talking about. I only have 3 minutes of conversation with him before he walks away calling out loud that he will talk to you on Monday and has you stop giving the permit. I was very upset and disappointed that someone like him would think that he can sue Mr. Nguyen when he is completely wrong about where the ROW line is. He thinks that the existing spikes are the ROW corners and 10' dedication from that point would make the trench inside his easement. Well apparently, that spikes are not the ROW corners. I have attached my drawing with base map showing that spikes. I also attached KC aerial map and parcel map showing ROW lines. At his property frontage, there is 30' ROW (20' ROW plus 10' dedication -short plat). I also attached that short plat documents. He is threatening to get a lawyer and sue Mr. Nguyen. If he feel that the trench is inside his access easement, he can brings the surveyor on board to verify where his property lines are. I need your help by explaining to him more in details because he wouldn't listen to my explanation. I understand why he does that to me but I'm OK with that. I hope this doesn't slow down the final short plat process. Thank you Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 Cell: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@yahoo.com 1 shown is on puoilc ROW not on his property Spike found on the field. The owner on the east think this is the property corner. He is WRONG. UTILITY EASEMENT south ens chainlink fence EX. FIRE HYDRANT (£X. POWER POLE PIF. SEWER/UTIUTY '1 -EASEMENT gas meter Existing pole /existingouse powers& tepehone pole w/underground drop eos! edge AC & top of berm west edge oc & east edge Lpan . curb I II 20' ACCESS EASEMENT II KING COUNTY REC. #20131112000275 RIM=302.2' E .(E IE 12'cp(W)= Spike found on the field. The owner on the east think this is the property corner. He is WRONG. II asphalt \ / o9' Found rebor w/cap #7022 'Trefto 0 calculated corner position. 10 20' access and utilities easement per TUK90 L2000-063 & Rec. #20020221900003 J Existing House #3765 Found 3/4. pipe w/tack & tog #6593 6 calculated corner position. chain Zink fence is 0.4' south PLAN HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 tt. J 141 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LEGEND PROPERTY UNE - ADJACENT PROPERTY UNE - ROW CENTERUNE ROW UNE LEGAL DESCRIPTION • CORNER SET • WATER METER PROPOSED BUILDING STRUCTURE THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. BASIS OF BEARING BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 144TH STREET AND THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 148TH STREET. OWNER INFORMATION TAX PARCEL NUMBER ADAM NGUYEN 0041000544 823 -3RD AVE, SUITE /201 SEATTLE, WA 98104 (206) 288-3737 CONSTRUCTION NOTES: 01 INSTALL 115 LF 1' WATER SERVICE UNE. 0 CONSTRUCT 140 LF UTILITY TRENCH (POWER, GAS, CABLE & TV). POWER: 3' SCHEDULE 40 GREY PVC CONDUIT GAS: 2' SCHEDULE 40 YELLOW OR WHITE PVC CONDUIT. (A SEPARATE TUKWILA ELECTRICAL PERMIT FOR POWER CONDUIT) 03 TRENCH & PATCHING OR BORE UNDERNEATH EXISTING PAVEMENT. Final Grade Joint Service Line Trench Conduit Installation 1".Pcpkter. G. Prone & Ca61d 32" Typical 24" Min Ck) Excavated Dirt 24' Mot 10 11 361 Max ct Ytiw'f Its Backfill for Conduit Free of rocks larger than 8 in diameter Gas Service Line in Conduit TV & TEL Electric Service Cable in Conduit VERTICAL SEPARATION: 6 inches minimum Vertical separation inquired when pas and otter utilities cross. GAS SERVICE LINE SEPARATION: Gas service liras must be 12 inches minimum from electric service cables, Qrtxmd rods and ground wife&_ UTILITIES/SERVICES REFERENCE SHEET NO. UT1 SHEET 1 OF 1 SHEETS 1— wce co Z Q N 0 =_ `, = r<0J 1— M a N M N M ti O z N o a 2 0 0 2 0 0 WATER KING COUNTY WATER DISTRICT 1125 3460 SOUTH 148TH STREET SEATAC, WA 98188 (206) 242-9547 SEWER VALLEY VIEW SEWER DISTRICT 3460 SOUTH 148TH STREET TUKWILA, WA 98168 (206) 242-3236 FIRE: TUKWILA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4404 SCHOOL TUKWILA SCHOOL DISTRICT j406 4640 S 144TH ST TUKWILA, WA 98168 (206) 901 - 8000 GAS PUGET SOUND ENERGY 1-800-321-4123 POWER SEATTLE CITY LIGHT (206) 386-1687 TELEPHONE: QWEST (800) 526-3557 CABLE COMCAST (253) 288-7532 z 0. 0 W 0 0. M LLI 0 Sr -19 T PLAT. -..NO. L2000-063 City of Tukwila :'King Cara'nty, Washington 20020 22 J 400003 SCALE: 1 inch = 30 ft. 1 11 11 1 1 1 1 I I 0 30' 60' PORTION OF _SE _1/4 of _NW 1/4, S._22_ T. 23 N., R. 4 _E., W.M. O. 150th St. S 88;61'54' E Found-_{ack iri.-lead 0..17::•North &:0.12' Weet of talc. positlgn. .10' to be dedicated to the City of Tukwila with the final recording of this Sho • 4_ _ _ _ _ _ _ S 88'01'54" E talc. :4 -.chain link fence:; • • (9):::: • N 88°01'54" W:. 00 `er a'f 1 / •�o� OL 5' chain link fence NOTE: Future home on LOT 3 will be required to have a sprinkler system installed per Tukwila codes. • in 0 0 m Found rebar w/cap #6012 0.29' West & 0.23' South of calc. position. RECORDER'S CERTIFICATE v a3 filed for record this.2J day ofFe.6.,20C72,.at...P..M in book, 50 of at page.172.at the request of 1308 ROEGNEte Mgr. wAcr 1.144SNINOT5nv Supt. of Records a Z 0 0) 0 '20.00 jr 116.2' eP� L- T o 818.45' calc. • '•w :.' Existing House #3805 6.9' 6.9' j10.1' 1 34.8' En 0 CD 4 76.57' N 88'01'54" W garage 96.6' 96.58' 76.6' c (10) S 88.0;1.-54" E •':• 5' chain :link Foulrcl Pk:'•nail.in laurel root :0 p7' wast & D.a3' South of cal¢,' position: North egii chg$r:1ink • fence ;01 0.8;:`west'=:::. is 'N d 0 Z 0 0_ L/L�1 X W (7-2.67)0' LOT 3 S 88.06'17" E 6' wood fence fence' • South end chain link fence is 0.3' west 1 Found pipe w/unreadable tag 0.01' West & 0.10' South of calc. position. LAND SURVEYOR'S CERTIFICATE "1 Richard Schroeter a registered as 0 land surveyor 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 approved for setting at a later date, have been set and lot corners sta ed on the as depicted on the plat." Certificate No. 1-1736 4 SURVEY FOR: 10' to be dedicated to the City of Tukwila with the final recording of this Short Plat. N 88:b1'54" ,20.00'( • w[i5oo DETAIL A —IM rn 1rnN o b m 0 a' Cr, -r � o .0 N a / R: = 20.00' ...Iv;'� L L 1 � N 20. ac �. N 88'01'54" E -- 46.87 _46_27' _N N 88'01'54" W LOT 2 R = 20.00' L = 31.71' E OT Utility Easement 10' 0 is 0 15 " if Found 2" brass disk ----w-€3131 in conc. L.S. 10957c in case — 1/6/00 v w `o E I o c" o' I 10 4- N 9 O 1` 5 o N r^' I Z o m Found 1/2" brass pin in concrete in case — 1/6/00 0 N AREAS o i o 0 In o co ri 0 LOT 1 — Area (Including easement & road dedication) = 12,067 sq.ft. LOT 1 — Area (Including easement, after dedication) = 11,101 sq.ft. LOT 1 — Area (Excluding easement & dedication) = 8,079 sq.ft. LOT 2 — LOT 2 — Area (Including easement) = 7,656 sq.ft. Area (Excluding easement) = 6,236 sq.ft. LOT,3.---Arre0..(Including easement) = 10,498 sq.ft. 'LOT 3 — Area (Excluding easement) = 9,604 sq.ft. N¢te --. . Field dafd'fior this sti'-vey:was obtairied'by :.direct field me•dsurementy. Angular and linear relationships wm:e•m`easured with a :six second—Tbreodolite and electronic:: measuring device, supplemented' by a steel tape. Chris Olivier 3805 So. 150th St. Tukwila, WA w 0 O' Se'FfRC ,ETER LAND .SUR1/'EYING :•-•.PROFESSONAL LAND SURVEYORS:•' Ra. Box 813, Sedhar•s-'8,. Washingtorl: 98062 () 242-66i;f FAX (206)2!1019679 DWN. BY DATE .1 /25/00206 law DATE F6:5 "{:/6/00 Revised 10/18/01 Revised 12/19/01 Revised 1/23/02 J61B NO. 347.726 PROJECT N._�g132sp SCALE 1"=30' SFtEET 2 2 SHORT PLAT..NO. L2000-063 Gity of Tix.kwila r`King Coi hty, Washington D-DICA:T ON•. Know all: nen by the presents that .:1;e, tbe-undersigned, owner() in fee simple and/or contrA .purchas6F(s) of the :lerd`herein described do:Yiereby make a short subdivision thereof pursuag-rto RDA/ 58.17.0Q0-.004 acknowledge'.that said subdivision s0611 no b.e_further diVided in:any mannec.within a period -,of five years, from dote of record, without''the #Uing.of•a final plat. The urlddrsigned further declafe short plat to be••the graphic representation of said sl36rt subdivision and' -'the same --'is made with the free cor?sent and e in accordanc:with the' ; desire of the owner(. The undersigned-fuctha_r declare toan ' waive - claims for damages against any governmerital authority arising from,:ihe construction and maintenance:of_.public--iacilitieg and public property within the subdivision. IN WITNESS WHEREOF we set our hands and seals. 61,7,0 caieeer Fs,'03�1�r� Name:r'h,.J$4, tie Q//'er Name. /4• 8. Wirier- Name /trier Name Name Name Name State of Washington in� County of K ertify tliat I know or yve satisfactory evidence that r!&Topher vl'vier signed this Instrument and acknowledged it to be:{1149/her) fr0d-arid voluntary act for the uses and purposes mentioned in the instrument.. �i p qfr• o x aL : rj ty.(YI'AIFdY n'; <�x :0 - in: i is PUsuG Signature of Notary`Public Dots2 i -A My appointment a Aires g I -DS State of Washing} n.., -I' f -•._ County of - - I c tify that‘j kn :gr. have satisfactory evidence at )a, 8. o , reser signed this instrument and acknowletIged It to be (hls/her--)-'free and.'-' voiuntary...o "ttoj'the, } ,uses and purposes'entiased-in" the instrumer;t- GP" p. Et, -- S�:p t1OTAR1, rt, f4I%' i i o ri P'J:il C •CF ': �t�,..eM1rAY ..,- Signature of Notary Public Dated I *' •'• Doti My appointment expires Ir -t -D3 APPROVALS: Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this ____day of Examined and approved this 1.F day of ___ ___, 20 Direzkw Chairmorl.l Short Subdivision Committee DEPARTMENT OF ASSESSMENTS a Examined and approved this ''''9/5' _ day of 1.4.,A�X _ 20 ' c5C CZ- nJ o 6 Le, Assessor Deputy Assessor Account Number a e f, o o - ar99 RECORDING NO. 200 20221'700003 VOL./PAGE /50 176 SCALE: 1 inch = ft. 111111 I I I I 0 PORTION OF _SE _1 /4 of _ NW 1/4, S._22_ T. 23 N., R. 4 _E., W.M. LEGAL DESCRIPTION BEFORE SHORT SUBDIVISION LOT 10 -,..BLOCK 4, ADAMS HOME -TRACTS FIRST ADDITION, ACCORDING TO THE PEAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, ---RECORDS QE KING COUNTY, WASHINGTON;- E-XCEPT THE; EAST.:52'1 ET THEREOF. ..: :LEGAL DESCRIe ONS AFTER SHORT SUBDIVISION LOT 1 z. THA? PORTION OF LOT 1-D' BLDCK 4, ADAMS HOME: -.TRACTS F1l2ST {t 1DI110N, ACCORDING ;CO THE PLA'P THEREOF RECORtED IN. VOL RAE 12 OF PLtiTS, PAGE .50, RECORDS :OF KING COUNT;;}; WASFiINUTON; EXCEPT:'•THE EAST .32 FEET THEREOF, DESCRI0ED;:AS E13LLOWS: •":•- BEGINNING AT TH,5-NORTHWEST::CORNER OF-` SAID LOT' 10; THENCE SOU -Th 01'06'45_:'' WEST, AL01f SAID WE51- LINE, 156.92 FEET' THENCE -SOUTYd' 88'01'54" EAST 20.00 FEET; THENCE NORTH` 01'06'45" EAST 40.30 FEET; THENCE,,SOUTH 88701'54" EAST 76.57 FEET TO THE WESY LINE OF :THE EAST.'32 FEET .ES: SAID' LOT WEST LINE OF THE EAST.32 FEET:•OF SAID..L:OT 10; TNENCE•: NORTH 01'06'40" EAST, ALONG SAID, WEST LINE, 116.62 FEET' TO THE NORTH LINE OF SAID LOT 10; •THENCE FORTH 88'120.'54" WEST, ALONG SAID NORTH LINE, 96.57 FEET -1'0-.THE PENT OF:I3EGINNIN(i' EXCEPT THE NORTH 10 FEET THEREOF AS -DEO1 ATED T0. THE CITi', OF TUKWILA FOR ROAD PURPOSES. SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS -_AND UTILITIES DESCRIBED HEREIN. LOT 2 • • THAT PORTION OF LOT 10, BLOCK 4, ADAMS HOME TRACTS FIRST ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 32 FEET THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10; THENCE ,;zOltTHi'01-'06:45" WEST, ALONG THE WEST LINE OF SAID LOT 10, • 156.92 FEET; -THENCE SOUTH 88'01'54" EAST 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01'06'45" EAST 40.30 FEET;._1-IENCE SOUTH 88'01'54" EAST 76.57 FEET TO THE WEST UNE OF TtlE EAST 32 FEET OF SAID LOT 10; THENCE SOUTH :'01'06'40" -•WEST, ALONG SAID WEST LINE, 100.00 FEET; THENCE • NORTH 88'01'54" wWEST 76:57-1'El fit ''IREHCE NORTH 01'06'45" EAST 59.70 FEET:•TO TH€' TRUE POINT OF 'BEGINNING. TOGETHER WITH.-:AND:EUBJECT TO A 20 FOOT -EASEMENT FOR INGRESS, '``EGRESS AND �f-tILIT1ES DESCRIBED-+-1EREIN. • :.,107:3'• THAT PORTION. -OF LOT f6,.BLOGK.4, ADAMS HOME.TRACTS.-.FIRST ADDITION, ACCORDING TO 17-CPLA-T-:THEREOF RECORDED IN VOLUME 12 OF PLATS, P4GE 50, RECORDS OF_k1NG CO✓3NTY, WASHINGTON; •:- EXCEPT THE EASI`'3.FEET THEREON•DESCRIBED AS FOLLOWS: BEGINNING AT THE NOreTHW6ST-C1IANER OF:=SAID LOT:10; THENC.6 SOUTH 01'06'45" WEST, ALONG SAID WEST: LINE, 156.92_ FEET TO THE TRUE POINT OF BEGINNING; THENCE 'CONTINUING ALONGSAID WEST LINE, SOUTH 01'06'45" WEST 156.11 •FEET TO THE SOUTH LINE OF SAID LOT 10; THENCE SOUTH 88'06'-1-7." EAST,:ALONG• SAID SOUTH LINE, 96.58 FEET TO THE WEST LINE -OF' TI. -IE EAST 3.Z. FEET OF SAID LOT 10; THENCE NORTH 01'06'40" EAST, AF,ONG SAID WEST LINE 96.29 FEET; THENCE NORTH 88'01'54" WEST-•-.:' 76.57 FEET; THENCE NORTH 01'06'45" EAST 59.70 FEET; THENCE NORTH 88'01'54" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AND SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND UTILITIES DESCRIBED HEREIN. LEGAL DESCRIPTION FOR 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT: THAT PORTION OF LOT 10, BLOCK 4, ADAMS HOME TRACTS FIRST ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 32 FEET THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10; THENCE SOUTH 01'06'45" WEST, ALONG SAID WEST LINE, 201.63 FEET; THENCE SOUTH 88'01'54" EAST 20.00 FEET; THENCE NORTH 01'06'45" EAST 44.71 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.71 FEET; THENCE SOUTH 88'01'54" EAST 46.27 FEET; THENCE NORTH 01'06'45" EAST 20.00 FEET; THENCE NORTH 88'01'54" WEST 46.87 FEET TO A POINT OF CURVATURE; THENCE ..-::151k1-..,S CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 3V.12 FEET; THENCE NORTH 01'06'45" WEST 96.91 FEET TO THE:€NORTH LINE OF SAID LOT 10; THENCE NORTH 88'01'54" WEST ::ALOIG SAID NORTH LINE 20.00 FEET TO THE POINT OF BEGINNING. EXCEPT THE NORTH 10 FEET THEREOF AS DEDICATED TO THE CITY OF .•TUKWILA FOR ROAD PURPOSES. N Oji': Updii::rycosditig':of- this sFioct plat, the ef)ilsting garage located .5n Lot 3':inay not -:be used as- an accessory structure unfl'SOC'rr'tiri-e.a a single::family stfucture hits been constructed on Lot 3. RECORDER'S CERTIFICATE filed for record this 21 day o`16Pi.,20D.2..at.z....M I �bo k 150 of at page OA' at the request of �iw�✓Jo`.-0040 Lorne t,r✓eyse.••• P- RoEeNEtL WAST WpSHttaGcvN Agr: Supt. of Records LAND SURVEYOR'S CERTIFICATE "1, Richard Schroeter a registered as a land surveyor 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 ore shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot c "7/, ound as depicted on the plat.,, '/// a'2360¢ .... Certificate No. • Nalt:• field 'data for this stiivey:vias obtaj3ed by' - -. =.=direct field.• measurements. Angular.isnfi linear relationships rgeasureif-:y!ith o -six second theodolite and electronic 'mettsurir'H.device, supplemented•tiy'a.-steel tape. SURVEY FOR: Chris Olivier 3805 So. 150th St. Tukwila, WA 0 O -<' SCHR&ETELA-ND .SURVEYING. PROFESSIONAL LAND SURVEYORS::,' PA, Box 813;-&.eahurst,- Washing -tor. 98062 (2065 242-6621'•FAX (206)2433579• DWN. BY law DATE' 1 /25/o DATE• EIE.D :1/6/00 JOB NO. 347/26 f'ROJECT ND. 99132sp revised 10/18/01 revised 12/19/01 revised 1 23 02 SCALE :SHEET 1 0E 2 King County iooarw'r,140 n4. 9'57x20`t1 Existing Pole 0.€4;x00 2 [Trench location ROW (30' from CL) ROW @ Adam Nguyen (20' from CL) Q:psl,* u; 00010 rT4$1 8630 0 The int rma Gen included on this map has been complied by Kbg County stele from a variety of sources and is subject to ch.nge without notice. lane County makes no represenetions or wanannes, express or implied. as to acmrary. completeness. em.ung's, 01 rights to the us. of such Ir/ormation This document is not Irtertl.d for use es a survey product. King County .hall not he letele to any general. spatial, Indirect. Indd.ntel. or consequential dm egos Includng, but not limited m. lost revenues or lost profits resulting from n• cu or misuse of the Morm.Gom pante ined on this map My sale of this map or information on this map b prohbked except by written permission of King County. Date' 4/6/2014 1 on . 99 feet 001 00311 I A Leg King County GIS CENTER Carol Lumb From: Carol Lumb Sent: Thursday, April 03, 2014 10:12 AM To: Han Phan Cc: Joanna Spencer Subject: Adam Short Plat Han, Joanna Spencer reviewed the as -built for the infrastructure submitted as part of the final short plat. The as -built appears to only reflect the sewer line work as the water line has not been installed according to Water District #125. Also, what happened to the conduit line? If its location changed, then the PW -105 permit must be revised. The PW permit must be finaled before the final short plat can be approved. pO 1— Carol Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 So u th cen ter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Caral.Lumb@TuirwilaW.a.gov Tukwila, the City of opportunity, the community of choice. 1 Joanna Spencer From: Joanna Spencer Sent: Thursday, April 03, 2014 9:52 AM To: Carol Lumb Cc: Dave Stuckle; Joanna Spencer Subject: FW: Adam Short Plat @ 3735 S 150th Street PW13-105, L13-039 Attachments: D0C033.pdf Carol, The AS -BUILT submitted with short plat application is for sewer work only. After checking the status of PW13-105 permit (infrastructure for future short plat) water service work is not done; see WD #125 below. PW13-105 drawing shows also power conduit across the street but it doesn't look it was done or maybe the conduit route has changed. It conduit route has changed revision to PW13- 105 needs to be submitted. From: Mark Parsons f mailto:markparsons@ waterdistrict125.com1 Sent: Wednesday, April 02, 2014 4:30 PM To: Joanna Spencer Subject: Re: Adam Short Plat @ 3735 S 150th Street PW13-105, L13-039 Hi Joanna, He hasn't done anything with water yet. He did fill out a water availability in July 2013. Mark Parsons Water District No 125 Phone (206) 242-9547 FAX (206) 248-1744 From: Joanna Spencer <Joanna.Spencer@TukwilaWA.00v> To: 'Mark Parsons' <markparsons @ waterdistrict125.com> Cc: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> Sent: Wednesday, April 2, 2014 3:37 PM Subject: Adam Short Plat @ 3735 S 150th Street PW13-105, L13-039 Mark, Did the applicant complete water work associated with the future short plat ? Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd #100 Tukwila, WA 98188-8548 ph:(206) 431-2440 fax:(206) 431-3665 Joanna.Spencer@TukwilaWA.gov The City of opportunity, the community of choice. 1 r — — r) 8. 150TH STRE 00 c\I ----or - DEPTH= 7. 0 (FtLD VERIFY) ------ 5.• 9 A/138°01'54"W 4' PVT. SEWER EASEMENT 20'BSBL do*N017 (6,511 t.'::.•: , .. :2•';',;?;.:27;.;,:••;;;:;.:,:-.-......./:.::::' 10' BSBL '••• 60.01' S88°01'54"E • • . . • . • • • , • OEPTH 3, • • • • * /:;:* * a . • . 20.0' • 7,-;": 710' eSBL : ... 4 Sttleir bhfe. P10 13 •ftb 05 City of Tukwila Department of Community Development RECEIVED MAR 25 2014 TUKVVt PUBLIC WORK File Number L 13 - D 3 I. LAND USE PERMIT ROUTING FORM TO: 0 Building 0 Planning Public Works Fire Dept. 0 Police Dept. 101 Parks/Rec Project: A-rtawP S fro i Isla i Update date: Address: 3135 . is -0 S-�r Date transmitted: -25 - IL( Response requested by: L1_ 0-- I y Staff coordinator: 6.Gl J0 I. L- Date response received: _ REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes.. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) co t5 readck / t'__ruL4 nrt- e ,ei1oJ - ktam ✓fN,,eA.i c, e✓try ti, wc. > 1-ett 5 kwf r 16-a- 1 ,r( Kr. -e.A.7— i�o,J✓ ( CLAX, 3 U n /'pw)oJ — a Mme. i tAct DI- te. ivt Plan check date: Comments Update date: prepared by: City of Tukwila Department of Community Development File Number Lt 3 -D LAND USE PERMIT ROUTING FORM TO: El Building O Planning g Public Works Fire Dept. �1 CCZ'ii v� rta. n Police Dept. Parks/Rec Project: \-okaw\ S (no i ?ta (— Address: Address: 3135 5. 1jo'--, Date transmitted: --Z 5 1 ! ( Response requested by: `i – R. –1 y Staff coordinator: �sO I L Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Slno r lcc 1 i 5 ✓ etutcA, -LIA&A Jnr r c Ic.t- 0 a a n of a..Q p‘-.ticSe 10J 7) c l.as✓ , w� p fekt,-3 koi r e 16,4- t 6.ti 1 acs ✓ c — d.A.A 5 so Gin o JoJ - cit )1,644e_ D i OricE D JQ.tnnO . vt l 0- GLi i Plan check dated `,! I�' Comments prepared by: +2IN t Update date: City of Tukwila Department of Community Development File Number LI 3 - o LAND USE PERMIT ROUTING FORM TO: 101 Building 0 Planning Public Works i Cri v� rtia. 'Fire Dept. ❑ Police Dept. n Parks/Rec Project: krAddA—daw. S(nofi ?kr-- Update date: Address: ress: 3135 5- ISO r�- Date transmitted: -25-- l i-( Response requested by: `{ - I `{ Staff coordinator: CCcv-o I L Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) reQdct / Piyu,t 5(nnTr �Ic. openof aQ -. ('1-e use, ✓e Ji w - o aRkw,,W-b I E k 5 ko-r eta QA"- AID Me,w1'3 - Plan check date: Comments Update date: prepared by: VUIJ(195 PAGE EASEMENT For a valuable consideration, receipt of which is hereby acknowledged, the GrantorS J.XEL OISON and LIQL/_J OISQN.,_ha wife hereby grants.____and convey -s__ -_to the Grantee __Laxe_1 Bann h_L1___ successors and assigns, the right, privilege and authority to construct, improve, repair and maintain ______atiYEiia __ across, over and upon the following land, located in_____ xi ng County, State of Washington. to -wit: An Hasement for driveway purposes over and aeros°s t!:e :est 12 'feet of the North 150 feet of Lot 10 in mock a ofr`irst F.dditian to Adams'Home Tracts, as per plat recorded in Volume 12 of 'flats on page 50 records of King County, The Grantors___ shall make no use of the land occupied by said__ar.itAt_Qe except for Drlvewm In exercising the rights herein grpnted, the Grantee---- hs _ successors and assigns, may pass and repass over saicL PYIKI + Y may cut and remove brush, trees and other obstructions which in the opinion of the Grantee____ in- terfere with_ said drivewa1 The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. The center line of said_ JaTlYgAALM shall be parallel with, and not more than 6 feet _feet distant on either side from, a principal center line across said land, • In Witness Whereof, The said Grantors___ ha_v_q_ executed this instrument the day of March 2l th This blank Y panalMl allIgra1 tamtdd alttntinn, nhich kwranty 1t Insured In LLOYD'S, London • Pat. Pend. W, IIa,tat Lard Mak C0.. SMttM. Wrwtl Fenn Ili. 1. Z W. A. Milligan Notary Public In and for the State of Washington. do hereby certify that on this___ day of 3fareh to me known to be the lndividuaL g—__ described in and who executed the rithin instrument and acknowledrt _-dined and sealed the same as_ ____2111..r. _free and voluntary act and deed for lin use.ti 111:'1 purposes herein mentioned. �„•r iDER kr RAND AND OPPtCIAL SEAL thjs 24 h ' try„ itti /or the State of Washington, residing at J�dSlx 40. f 41.* Os rain a'p.i,,Yj�. ' -_ 0\\Q-‘- 26(..- 7-01” 8ZS-7 RECEIVED effVOFTUNWRA MAR 1 9 2O1 PERMIT CENTER City of Tukwila Department of Community Development MEMORANDUM To: Bob Giberson, via Joanna Spencer Chris Flores via Don Tomaso Richard Takechi From: Carol Lumb, Senior Planner RE: Adam Short Plat, 3735 South 150th Street, Tukwila (Parcel # 004100-0544) Date: March 25, 2014 File: L13-039 Jim Haggerton, Mayor Jack Pace, Director The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores �� C� (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi 14T (initials) CPL H:\L13-039 Adam Short Plat\L13-039-Adam SP- Final SP-memo.doc Page 1 of 1 03/25/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 1 S. 150TH STREET 60.01' N88°01'5414/ LOT 1 (6,511 SQ. FT) 60.01' S88°0154'E LOT 2 (12,273 SQ. FT) N88006'18°4/ 60.01' 501°O645°W LEGEND PROPERTY LINE RIGHT OF WAY UNE - - EXISTING EASEMENT UNE NEW EASEMENT UNE ADJACENT PROPERTY LINE ACCESS EASEMENT AREA (2,938 SQUARE FEET) EXHIBIT A City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION January 10, 2014 Mr. Han Phan, P.E. 5130 S. 166th Lane SeaTac, WA 98188 RE: Adam Short Plat L13-039, 3735 South 150th St. Dear Mr. Phan, The Short Subdivision Committee has completed review of your short plat application (Tukwila file number L13-039), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: (1) Preliminary Approval; (2) Final Approval; and (3) Recording. A description of each step in the short plat approval process is included below. 1. Preliminary Approval 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 the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS 1. Add the short plat file number L13-039 to all sheets of the short plat survey. 2. Revise the drawing on sheet 2/2 to reflect the new ingress/egress easement width and correct the easement number noted on the plans. CL Page 1 of 6 H:\\L13-039 Adam Short Plat\ Preliminary SP Approval NOD 01/10/2014 9:33 AM01/10/2014 9:32:00 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 L13-039 Adam Short Plat • Preliminary Short Plat Approval -Notice of Decision January 10, 2014 3. The legal descriptions for the lots should be revised to reflect the following: a. The new easement and width as recorded under number 20131112000275; b. The utility and sewer easements across lot 1 for the benefit of lot 2; c. The location of water line serving lot 2 — if it also runs through lot 1 then this should be noted on the plat map; d. The new legal description for Lot 1 should include `subject to' and/or `together with' and reference the Utilities and Sewer Easement and Maintenance Agreement. (as applicable) If water service is also included in one of these easements, please note this on the plat and in the legal descriptions. 4. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L13-039. (See enclosed.) 5. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads/driveways) shall be submitted to Public Works for review and approval prior to final of PW infrastructure permit. 6. Provide Private Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS EASEMENTS FOR UTILITIES AND SEWER FOR THE BENEFIT OF THE OWNERS OF LOT 2 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOT 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENTS AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 7. Provide legal descriptions of the utilities, water and sewer easements on Short Plat Survey Map. 8. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed. 9. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 10. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. Provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. The Development Guidelines and Construction Standards manual is available at the Public Works Department and on the City Web Site at http://www.tukwilawa.gov/. 11. Civil Plans: sheet 1 of 2: Correct the legal description on the Civil Plans and add the heading "Legal Description" and correct the heading for "Tax Parcel". CL Page 2 of 6 01/10/2014 9:33 AM H:\L13-039-Adam Short Plat\ Preliminary SP Approval -NOD L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 10, 2014 12. Pursuant to the Tukwila "underground ordinance," all utilities shall be placed underground. 13. Please identify the location of the mailbox structure for lot 2. 14. Extension of the sewer and water lines to the new lot shall be approved by the appropriate utility and conform to the Adam Short Plat Civil Plans dated 7-23-13. As -built plans shall be provided to the Public Works Department prior to final approval. 15. Please add the addresses assigned to the new lot to the short plat survey map as shown below. • Lot 1(existing address): 3735 S. 150th Street • Lot 2: 3745 S. 150th Street 16. Any new residence built on Lot 2 in excess of 150 feet from the public right of way shall install an approved Fire Department turn -around. 17. Install multiple residential driveway address signage per the enclosed detail. 18. A note shall be added to the plat survey that the future home shall have a fire sprinkler system installed. 19. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) type 'C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way. 20. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: a. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. b. Existing and proposed legal descriptions for both lots. c. Separate easement document with legal descriptions for any common utility infrastructure. d. Redlined changes as indicated on Sheets 1 and 2 of the short plat survey and Civil Plans. As a point of information, the King County Recorders Cover Sheet has an error in the property tax parcel account number — a "0" is missing before the "5" in the string of numbers written in the document. CL Page 3 of 6 H:\L13-039-Adam Short Plat\ Preliminary SP Approval -NOD 01/10/2014 9:33 AM L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 10, 2014 APPEALS This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (1-9-14). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, you will be asked to obtain the signature of the owner, and land surveyor on the face of a clean copy of the Short Plat. The Chair of the Short Subdivision Committee will then sign your short plat which constitutes a grant of final approval. CL Page 4 of 6 11:T13 -039 -Adam Short Plat\ Preliminary SP Approval -NOD 01/10/2014 9:33 AM • L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 10, 2014 Expiration The final approved short plat must be filed with the King County Department of Records by January 9, 2015, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. Do not fold the short plat, but rather roll up the document to take to the Recorder's office. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and a copy of the recorded documents is provided to the Department of Community Development. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department. After recording, the County returns the recorded original to the City of Tukwila within 4-6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand -delivering a copy of the recorded short plat to the project planner. Please note for future reference: 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 2. The applicant shall apply for a Public Works (PW) type 'C' permit for approval. Street use approval will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. CL Page 5 of 6 01/10/2014 9:33 AM H:\L13-039-Adam Short Plat\ Preliminary SP Approval -NOD J L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 9, 2014 If you have any questions about the short plat, please direct them to the project planner, Carol Lumb, at (206) 431-3661 or Carol.Lumb@TukwilaWA.gov. Sincerely, a„, ack Pace Chair, Short Subdivision Committee cc: Bob Giberson, Public Works Director (please initial your approval) Chris Flores, Fire ChieCsc« (please initial your approval) King County Assessor, Accounting Division Adam Nguyen CL Page 6 of 6 H:\L13-039 Adam Short Plat T13-039 Prelim approval -NOD 01/10/2014 9:33 AM City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION January 10, 2014 Mr. Han Phan, P.E. 5130 S. 166th Lane SeaTac, WA 98188 RE: Adam Short Plat L13-039, 3735 South 150th St. Dear Mr. Phan, The Short Subdivision Committee has completed review of your short plat application (Tukwila file number L13-039), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: (1) Preliminary Approval; (2) Final Approval; and (3) Recording. A description of each step in the short plat approval process is included below. 1. Preliminary Approval 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 the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS 1. Add the short plat file number L13-039 to all sheets of the short plat survey. 2. Revise the drawing on sheet 2/2 to reflect the new ingress/egress easement width and correct the easement number noted on the plans. CL Page 1 of 6 H:\\L13-039 Adam Short Plat\ Preliminary SP Approval NOD 01/10/2014 9:33 AM01/10/2014 9:32:00 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 10, 2014 3. The legal descriptions for the lots should be revised to reflect the following: a. The new easement and width as recorded under number 20131112000275; b. The utility and sewer easements across lot 1 for the benefit of lot 2; c. The location of water line serving lot 2 — if it also runs through lot 1 then this should be noted on the plat map; d. The new legal description for Lot 1 should include `subject to' and/or `together with' and reference the Utilities and Sewer Easement and Maintenance Agreement. (as applicable) If water service is also included in one of these easements, please note this on the plat and in the legal descriptions. 4. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L13-039. (See enclosed.) 5. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads/driveways) shall be submitted to Public Works for review and approval prior to final of PW infrastructure permit. 6. Provide Private Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS EASEMENTS FOR UTILITIES AND SEWER FOR THE BENEFIT OF THE OWNERS OF LOT 2 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOT 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENTS AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 7. Provide legal descriptions of the utilities, water and sewer easements on Short Plat Survey Map. 8. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed. 9. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 10. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. Provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. The Development Guidelines and Construction Standards manual is available at the Public Works Department and on the City Web Site at http://www.tukwilawa.gov/. 11. Civil Plans: sheet 1 of 2: Correct the legal description on the Civil Plans and add the heading "Legal Description" and correct the heading for "Tax Parcel". CL Page 2 of 6 01/10/2014 9:33 AM H:\L13-039-Adam Short Plat\ Preliminary SP Approval -NOD L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 10, 2014 12. Pursuant to the Tukwila "underground ordinance," all utilities shall be placed underground. 13. Please identify the location of the mailbox structure for lot 2. 14. Extension of the sewer and water lines to the new lot shall be approved by the appropriate utility and conform to the Adam Short Plat Civil Plans dated 7-23-13. As -built plans shall be provided to the Public Works Department prior to final approval. 15. Please add the addresses assigned to the new lot to the short plat survey map as shown below. • Lot 1(existing address): 3735 S. 150th Street • Lot 2: 3745 S. 150th Street 16. Any new residence built on Lot 2 in excess of 150 feet from the public right of way shall install an approved Fire Department turn -around. 17. Install multiple residential driveway address signage per the enclosed detail. 18. A note shall be added to the plat survey that the future home shall have a fire sprinkler system installed. 19. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer peg nits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) type 'C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way. 20. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: a. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. b. Existing and proposed legal descriptions for both lots. c. Separate easement document with legal descriptions for any common utility infrastructure. d. Redlined changes as indicated on Sheets 1 and 2 of the short plat survey and Civil Plans. As a point of information, the King County Recorders Cover Sheet has an error in the property tax parcel account number — a "0" is missing before the "5" in the string of numbers written in the document. CL Page 3 of 6 H:\L13-039-Adam Short Plat\ Preliminary SP Approval -NOD 01/10/2014 9:33 AM L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 10, 2014 APPEALS This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (1-9-14). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, you will be asked to obtain the signature of the owner, and land surveyor on the face of a clean copy of the Short Plat. The Chair of the Short Subdivision Committee will then sign your short plat which constitutes a grant of final approval. CL Page 4 of 6 H:\L13-039-Adam Short Plat\ Preliminary SP Approval -NOD 01/10/2014 9:33 AM L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 10, 2014 Expiration The final approved short plat must be filed with the King County Department of Records by January 9, 2015, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. Do not fold the short plat, but rather roll up the document to take to the Recorder's office. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and a copy of the recorded documents is provided to the Department of Community Development. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department. After recording, the County returns the recorded original to the City of Tukwila within 4-6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand -delivering a copy of the recorded short plat to the project planner. Please note for future reference: 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 2. The applicant shall apply for a Public Works (PW) type 'C' permit for approval. Street use approval will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. CL Page 5 of 6 11:T13 -039 -Adam Short Plat\ Preliminary SP Approval -NOD 01/10/2014 9:33 AM L13-039 Adam Short Plat Preliminary Short Plat Approval -Notice of Decision January 9, 2014 If you have any questions about the short plat, please direct them to the project planner, Carol Lumb, at (206) 431-3661 or Carol.Lumb@TukwilaWA.gov. Sincerely, ack Pace Chair, Short Subdivision Committee cc: Bob Giberson, Public Works Director i' (please initial your approval) Chris Flores, Fire Chie % CacClf (please initial your approval) King County Assessor, Accounting Division Adam Nguyen CL Page 6 of 6 H:\L13-039 Adam Short Plat\L13-039 Prelim approval -NOD 01/10/2014 9:33 AM Cita of J um& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Carol Lumb , HEREBY DECLARE THAT: Associated File Number (s): L13-039 Mailing requested by: Carol Lumb Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 14 day of January , 2014 Project Name: Adam Short Plat Mailed to Han Phan and Adam Nguyen; emailed to Paul Olivier Project Number: PL13-037 Associated File Number (s): L13-039 Mailing requested by: Carol Lumb Mailer's signature: aA,CA, eitot-i.,-- H:U,13-039 ADAM SHORT PLATUFFIDAVIT OF DISTRIBUTION-NOD.DOC RICEIVIcD City of Tukwila NOV4 2013 Department of Community Development TUKWILP PUBLIC WORKS File Number LAND USE PERMIT ROUTING FORM TO: O Building n Planning Public Works Fire Dept. n Police Dept. n Parks/Rec Project: P -Mir' Sko,-i- -NA--- Comments C `' prepared by: UU Update date: Address: 313:3— 3. t5DC±? SC Date transmitted: 11- t i -t- 13 Response requested by: I t - Z'1 - 13 Staff coordinator: LaAro i L Date response received: J REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, -including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) os_ C..{►1 ((4 roitdudu (a PUJ 244-e/1/144_4- ADO-- - cli ?, fu✓ (.(1 itYwk `0 t NA.) I_-oT 2 . vim 04(411X (A.,J j v -e -v )4,ue, o4 t W - talo, PLo 114/0 voi4,('S aMI at et ©t . ' Plan check date: t Z 2 t3 Comments C `' prepared by: UU Update date: Han Phan, P.E. 5130 S. 166`s Lane SeaTac, WA 98188 City of Tukwila Department of Community Development RE: Adam Short Plat, L13-039 Dear Mr. Phan: Jim Haggerton, Mayor Jack Pace, Director September 4, 2013 AEC over) CITY OF!A .k,i r 1 2 2013 PERMIT CENTER We have had an opportunity to review the proposed short plat located at 3735 S. 150th Street. Please review the following comments and provide the material requested. 1. The applicant shall secure an access easement for lot 2 that satisfies both the subdivision code (TMC 17.20.030 C.6.) and Fire Department requirements of 20 feet for a private access drive — the width of the existing 12' x 15' easement for the driveway, recorded under King County #4813051, does not meet the standard required. 2. The easement language provided does not clearly state that access is permitted for more than the one lot over King County #4813051. Please provide proof that an additional lot created from Lot 9, Block 4, First Addition to Adams Home Tracts is permitted to use the easement for access. The application may be cancelled if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Time Periods for Permit Issuance Section of the Municipal Code. (TMC 18.104.130 A 1.) Please let me know if you have any questions. I can be reached at 206-431-3661. I will be out of the office the afternoon of September 5 through September 24, 2013. In my absence, if you have questions, please contact Minnie Dhaliwal, Planning Supervisor, at 206-431-3685. Sincerely, (gut Carol Lumb Senior Planner fl •11Adnm .Short Mail 1 ?:t 3S' SP Cnmm 'ntr 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Return Address: oe,-01 t- 4 c ej 4 gi/S 1 llhIIIIHIOIIIIIHIIIIIIIIII 20131112000275 OLIVIER EWA EAS 74.00 PAGE -001 OF 003 11/12/2013 09:43 KING COUNTY, WA i Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. F-ASt%m L( 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) Exactly as name(s) appear on document 1. g -GOA, 0 i r` v t c!L , 2. , Additional names on page of document. Grantee(s) Exactly as name(s) appear on document 1. 4 M cam, 0 -07i , 2. , Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) HE i (p 0 'reel- OF Lcir 'f — 56E- f--7 0.4E 76 Oisc{2.P-c-10 3 Additional legal is on page of document. Assessor's Pwperty Tax Parcel/Account Number ■ Assessor Tax # not yet assigned cO'—i10til The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. "I am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.010 and referred to as an emergency nonstandard document), because this document does not meet margin and formatting requirements. Furthermore, I hereby understand that the recording process may cover up or otherwise obscure some part of the text of the original document as a result of this request." Signature of Requesting Party Note to submitter: Do not sign above nor pay additional $50 fee if the document meets margin/formatting requirements AFTER RECORDING MAIL TO: EASEMENT TH IS AGREEMENT made by and between EWA OLIVIER, AS HER SEPARATE ESTATE, hereinafter termed "Grantor and ADAM BAO NGUYEN. A MARRIED MAN AS HIS SEPARATE ESTATE, hereinafter termed "Grantee." WITNESSETH That the Grantor, for valuable consideration, the receipt and sufficiency of which is hereby acknowledged. Grantor hereby grants and conveys to Grantee, its successors and assigns, the following described land for a perpetual, nonexclusive ingress and egress easement over and across: THE EAST60 FEET OF LOT9. BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 12 OF PLATS, PAGE 50. IN KING COUNTY, WASHINGTON. GRANTED A NEW EASEMENT FOR DRIVEWAY PURPOSES ONLY OVER AND ACROSS THE WEST 20 FEET OF THE NORTH 146.92 FEET OF LOT 10 IN SAID BLOCK 4 FOR NEW LOT2 OF ADAM SHORT PLAT. L13-039. The easement is granted for the purpose of ingress and egress to, from, upon and over the property described to provide access to other property owned by Grantee. The Grantor shall retain the right to use the surface of the easement. However. Grantor shall not erect buildings or structures on the easement. This easement shall be a covenant running with the land and shall be binding on the successors and assigns of both parties hereto subject to the terms of agreement in the preceding paragraphs. ft' Executed this day of 1 X)Ue''1l Z,.2013 STATE OF WASH IN GTON ) )SS COUNTY OF KING ) f37 Q0,4 QA) L 0\; ,1 EWA OLIVIER Ott this fJ C V 9, 2-0 1 before me, the undersimed, a apiary public in and for the State of Washinton. duly commissioned and worn. personally appeared QCs vs..t i r Inoicn to me to be the individuals described in and who executed the within vutnament and acknow1dsfed thathe sided and sealed the saute as his free and voluntary act and deed, for the uses and proposes herein mez?tioped. \' Zs - Prin ed Name: 31.t t' vvti Q M w ® a _ a o No my Publi` in and fir the Stat eoft� A tftadt.sikoatResidn o at: Notary Public My appointment expires: i 0 - 2 c t S State of Washington JAIMIE L MERRIMAN My Appointment Expires Oct 28, 2015 S. 150TH STREET 50.0r LOT 2 (12,273 SQ. FT) N88°06'18"W 60.01 ` f LEGEND PROPERTY UNE RIGHT OF WAY LINE - EXISTIM EASEMENT UNE - NEW EASEMENT LINE - -= ADIACENT PROPERTY LINE ACCESS EASEMENT AREA (2,938 SQUARE FEET) EXHIBIT A Carol Lumb From: Carol Lumb Sent: Thursday, September 26, 2013 9:07 AM To: 'Han Phan' Cc: Minnie Dhaliwal Subject: RE: Short Plat Comments Dear Mr. Phan, The standard width for access roads is 20 feet, so the additional 4 feet will still leave the access drive 4 feet short of the code required width. The applicant also needs to provide proof that the original access easement allows the use of the easement for a new lot. Thanks. Carol From: Han Phan jmailto:pbg.engr@yahoo.coml Sent: Tuesday, September 24, 2013 3:21 PM To: Carol Lumb Subject: Re: Short Plat Comments Carol, Mr. Nguyen had talked to the adjacent owner on the east side to acquire additional width of easement. And the asking price is a lot more than what Mr. Nguyen has anticipated. Can we go with another option by using the 4 feet on the east side of the house and create that as an additional easment (total 16 feet)? Please let me know what the city wants Mr. Nguyen to do. Thanks Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 CeII: 206-229-6422 Office: 206-446-1292 pbg.engr@yahoo.com My email address has changed to pbq.enqr@yahoo.com. Please update your address books accordingly. From: Carol Lumb <Carol.Lumb@TukwilaWA.gov> To: "pbq.engr@yahoo.com" <pbg.engr@yahoo.com> Sent: Wednesday, September 4, 2013 2:52 PM Subject: Short Plat Comments Dear Mr. Phan, I am attaching comments on the proposed Adam short plat for your review. I have a meeting at 3:00 and will call you after that meeting to discuss the comment letter. 1 Carol Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Carol. Lumb @TukwilaWa. gov Tukwila, the City of opportunity, the community of choice. 2 Return Address: 330S, O/Cwit A s tAp4 WO? HIIIIIIIIIIIIIIIIIIIIIflhIIII 20131112000275 OLIVIER EWA EAS 74.00 PAGE -001 OF 003 11/12/2013 09:43 KING COUNTY, WA Q Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04 Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in) 1. FAS -67/14 LT 2. 3. 4. Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) Exactly as name(s) appear on document 1. EWA, 0UU`vE e_ , 2. , Additional names on page of document. Grantee(s) Exactly as name(s) appear on document 1. 4NANl 0 dv (r0/ , 2. , Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) THEeyks i 40 0 FST OF L y -r i— 56-E A c E-ce- 6 ®1S c(ai ?, 1 or Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number ■ Assessor Tax # not yet assigned cOL-i 1 00S -ii 9 The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. "I am signing below and paying an additional $50 recording fee (as provided in RCW 36.18.010 and referred to as an emergency nonstandard document), because this document does not meet margin and formatting requirements. Furthermore, I hereby understand that the recording process may cover up or otherwise obscure some part of the text of the original document as a result of this request." Signature of Requesting Party Note to submitter: Do not sign above nor pay additional $50 fee if the document meets margin/formatting requirements AFTER RECORDING MAIL TO: EASEMENT THIS AGREEMENT made by and between EWA OLIVIER, AS HER SEPARATE ESTATE, hereinafter termed 'Grantor and ADAM BAO NGUYEN, A MARRIED MAN AS HIS SEPARATE ESTATE, hereinafter termed "Grantee." WITNESSETH That the Grantor, for valuable consideration, the receipt and sufficiency of which is hereby acknowledged. Grantor hereby grants and conveys to Grantee, its successors and assigns, the following described land for a perpetual, nonexclusive ingress and egress easement over and across: THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGE 50. IN KING COUNTY, WASHINGTON, GRANTED A NEW EASEMENT FOR DRIVEWAY PURPOSES ONLY OVER AND ACROSS THE WEST 20 FEET OF THE NORTH 146.92 FEET OF LOT 10 IN SAID BLOCK 4 FOR NEW LOT 2OF ADAM SHORT PLAT, L13-039. The easement is granted for the purpose of ingress and egress to. from. upon and over the property described to provide access to other property owned by Grantee. The Grantor shall retain the right to use the surface of the easement. However. Grantor shall not erect buildings or structures on the easement. This easement shall be a covenant running with the land and shall be binding on the successors and assigns of both parties hereto subject to the terms of agreement in the preceding paragraphs. STATE OF WASHINGTON COUNTY OF KING Executed this } }SS day of^ 1WUC?'''l'lZ,. 2013 P& *1 ()AAR_ e 2 EWA OLIVER On this ? o J 9, 2c' 13 beime me, the Lntdersinied, a notary.- public in and for the State of Washington. duly commissioned and sworn. personally appeared )C. u., Q I i V i Q r 1anown to ire to be the individuals described in and who executed the within instrument and aeknowledaed that he signed and sealed the same as his free and voluntary aet and deed, for the uses and purposes herein mentioped. Notary Public State of Washington JAIMIE 1. MERRIMAN My Appointment Expires Oct 28, 2015 1 rm� d ante: c vvNi R M e.rr letsz7,• Publi in and fir the State of A Residingat: ILA k-wi1•y, vv� My appointment expires: j O - ZC - 2.0 Y S October 31, 2013 Han Phan, P.E. 5130 S. 166`h Lane SeaTac, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Adam Short Plat — L13-039 Dear Mr. Phan, This letter is to remind you that the proposed Adam Short Plat, L13-039 will expire on December 3, 2013 unless we receive the two items that were requested on our comment letter dated September 4, 2013. That letter notes that TMC 18.104.130 A.1. sets a time frame of 90 days to provide the requested information, otherwise the City may cancel the application due to inactivity unless an extension is requested. If you would like to request an extension of time, please provide a written request prior to December 3, 2013 with an explanation of why additional time is needed. If you have any questions, please contact me at 206-431-3661 or Carol.Lumb@Tukwilawa.gov. Sincerely, (( Carol Lumb Senior Planner /1.1/1 3-039/Pham 1tr 9n day reminder 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Han Phan, P.E. 5130 S. 166t Lane SeaTac, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Adam Short Plat, L13-039 Dear Mr. Phan: September 4, 2013 w*cvet) CITY OF TowlA 091 ..12 21113 PERMIT CENTER We have had an opportunity to review the proposed short plat located at 3735 S. 150th Street. Please review the following comments and provide the material requested. 1. The applicant shall secure an access easement for lot 2 that satisfies both the subdivision code (TMC 17.20.030 C.6.) and Fire Department requirements of 20 feet for a private access drive — the width of the existing 12' x 15' easement for the driveway, recorded under King County #4813051, does not meet the standard required. 2. The easement language provided does not clearly state that access is permitted for more than the one lot over King County #4813051. Please provide proof that an additional lot created from Lot 9, Block 4, First Addition to Adams Home Tracts is permitted to use the easement for access. The application may be cancelled if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Time Periods for Permit Issuance Section of the Municipal Code. (TMC 18.104.130 A 1.) Please let me know if you have any questions. I can be reached at 206-431-3661. I will be out of the office the afternoon of September 5 through September 24, 2013. In my absence, if you have questions, please contact Minnie Dhaliwal, Planning Supervisor, at 206-431-3685. Sincerely, Carol Lumb Senior Planner /i'•\\Adnm .Chert Pint 1.7?-6?4\SP Co mints 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 4, 2013 Han Phan, P.E. 5130 S. 166th Lane SeaTac, WA 98188 RE: Adam Short Plat, L13-039 Dear Mr. Phan: We have had an opportunity to review the proposed short plat located at 3735 S. 150th Street. Please review the following comments and provide the material requested. 1. The applicant shall secure an access easement for lot 2 that satisfies both the subdivision code (TMC 17.20.030 C.6.) and Fire Department requirements of 20 feet for a private access drive — the width of the existing 12' x 15' easement for the driveway, recorded under King County #4813051, does not meet the standard required. 2. The easement language provided does not clearly state that access is permitted for more than the one lot over King County #4813051. Please provide proof that an additional lot created from Lot 9, Block 4, First Addition to Adams Home Tracts is permitted to use the easement for access. The application may be cancelled if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Time Periods for Permit Issuance Section of the Municipal Code. (TMC 18.104.130 A 1.) Please let me know if you have any questions. I can be reached at 206-431-3661. I will be out of the office the afternoon of September 5 through September 24, 2013. In my absence, if you have questions, please contact Minnie Dhaliwal, Planning Supervisor, at 206-431-3685. Sincerely, Carol Lumb Senior Planner J-1•\\Alain Short Plot 1,13-039\SP Cnmmentc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development File Number L13_03 i PL 13-o3 (Ore (3- LAND 3- LAND USE PERMIT ROUTING FORM TO: n Building ICI Planning MI Public Works LJ Fire Dept. n Police Dept. n Parks/Rec Project: N OWN\ SVW t i Nal -- Update date: Address: 3135 S. tsoY1.' St. Date transmitted: v1-30- 13 Response requested by: $ — 1 01. - 1 3 Staff coordinator: &antok 1`-- Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) CC.2g5 G,rw_n Plan check dat : S Comments\� prepared by� P1Y5 7 Update date: August 8, 2013 Han Phan, P.E. 5130 S. 166t Lane SeaTac, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION RE: Adam Short Plat, L13-039 Dear Mr. Phan: Your application for a two -lot short plat located at 3735 S. 150th Street has been found to be complete on August 8, 2013 for the purposes of meeting state mandated time requirements. I will be the planner assigned to the project. The short plat application has been routed to Fire and Public Works for their review and comment. I will send a follow-up letter when I receive their comments. This determination of complete application does not preclude the City from requesting additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain any other necessary permits issued by other agencies. If you have any questions, please feel free to call me at 431-3661. Sincerely, Carol Lumb Senior Planner ('1. Paac1of1 0R/0R/2013 10.25 AM HA\L13-039 Adam Short PlaAComplete.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development RECEIVE° JUL 3 0 2013 TUKW►u-+ PUBLIC WORKS File Number L13_O3� PL 13 -03-7 Ore. 13 - of 2 LAND USE PERMIT ROUTING FORM TO: U Building n Planning M Public Works Fire Dept. Police Dept. n Parks/Rec Project: Naa.v" 5V1,0(1- Nco— Update date: Address: 3'13 5• t50 -t-12 S t . Date transmitted: n-30-13 Response requested by: `6 — 1 °i- - 1 3 Staff coordinator: L (info 1 L_ Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) J. ta2 s�+'- ,eaec,�' 's e Fire a C , s /s74/2'x/5" ea90€44't 74, %_ 8/3OS/ c s oL� e Plan check date: Comments 8�07/%3 prepared by: r Update date: 13083.txt Page 1 PROJECT: 13083 Figure Name: FULL LOT Course: S 88-01-54 E Course: S 01-06-45 W Course: N 88-06-18 W Course: N 01-06-45 E Perimeter: 746.16 Distance: 60.01 Distance: 313.03 Distance: 60.01 Distance: 313.11 Area: 18784.10 0.43 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.003 Course: S 17-49-27 E Precision 1: 220515.87 Figure Name: LOT 1 Course: S 88-01-54 E Course: S 01-06-45 W Course: N 88-01-54 W Course: N 01-06-45 E Perimeter: 337.04 Distance: 60.01 Distance: 108.51 Distance: 60.01 Distance: 108.51 Area: 6510.73 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90-00-00 E Precision 1: 337040000.00 RECEIVED 1JUL232013 DEVELUI'MLIN 1 Figure Name: LOT 2 Course: S 01-06-45 W Course: N 88-06-18 W Course: N 01-06-45 E Course: 5 88-01-54 E Perimeter: 529.13 Distance: 204.52 Distance: 60.01 Distance: 204.59 Distance: 60.01 Area: 12273.38 0.28 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.007 Course: N 10-17-11 E Precision 1: 76824.36 Page 1 RECORDER'S CERTIFICATE filed for record this day of 20 at M ,n book of of page at the request of Mgr. Supt. of Records 0s 3 wn _ to 1 1 6 s\cI n - 3�o03 - a.\1 ., a6n E n - ' o I o v to 'm n l cI t l °I n z o o z p c A , a 2 �f z N ^An vo A o O 0 to - D o_ ^> o_ D �3a mE zz o f o ,,,,,- i',7— 2 .o.- +w"^ , CITY OF TUKWILA •s,,, He KING COUNTY, WASHINGTON ,640 - KING ADAM SHORT PLAT • 1908 FILE NO. LAND SURVEYOR'S CERTIFICATE 1, Richard Schroeter, registered as a land surveyor by the State of Washington. certify that this plot is bosed on on 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 n those monuments approved for setting of a later date, hove been set and lot corners stoked on the ground os depicted on the plat. TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF /� Y LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. DETAIL. (�\� VICINITY NOT TO SCAIF DEPARTMENT OF ASSESSMENTS APPROVALS: Reviewed and approved by the Short Subdivision Committee Examined and approved this day and hereby certified for filing this __cloy of Assessor Chairman Short Subdivision Committee ---- _-- - Deputy Assessor Account Number ___ 0041000544_____ SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 PORTION OF _SE_1/4 of _NW 1/4, s. 22_ T._23N., R._4_E., W.M. RECORDING NO. CHKD. BY 0 m F SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA. Box 813, Seohurst, Washington 98062 12061 242-6621 Schreeterswveyaconcastnet :',1 vu u" O < D O SHEET I OF 2 JOB NO. 602/20 PROJECT N0. 13083SP n m_ m City of Tukwila C TIFICATE OF WA I ER AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Stiite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: Part A: To be completed by applicant Site address attach map and legal description showing hydrant location and size of main): 37 — S. f'.50CA- 5�.. 1 Owner Information Agent/Contact Person Name: ApAtief Ngkeyr") ;Name: ii—A-N /"'/-1044v Address: .- s• itek A, , AO 1.44 �99/cq Address: 5750 S !/� �/- /.4_ r 56 rp1� �.'T7''� Phone: S'�,,r- r -ie Phone: Z.47J' 6, _ „s gb e,` /�i1�Z`�� This certificate is for the purp737 ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): l /if Vehicular distance from nearest hydrant to the closest point of structure is 2—C70 L1-7 DS Area is served by (Water Utility District): 1/0/f Owner/Agent Signature Short Subdivision ❑ Other ft. Date -7/1//5 VON Part B: To be completed by water utility district I. The proposed project is within ` LOC uU 1—r`i 14,1 ,.." 2. No improvements required. (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: ak) ft (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can a provided and will be available at the site with a flow of Z750 gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water availability: E✓Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. n System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Ki r� Ce, �,sb u)4TEt D+sr2i c 25 M -Ark_ Pet 4.4_c".4..42_ 7 —G —13 Agency hone ,, _, , By Date ,_ ` 1 ertii icat €} / :1'T UM, The following terms and conditions apply to the attached Certificate of Avaifabili y ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative (C A k Date 7////3 Date 7 - 3 filed for record this day of 20 of in book of........ at page at the request of 31V31311833 S,a30210038 2. •n ,714 0 b m ti O O O 0 0 9 V13 0 mo27-1 Wm —I r, R4� 2n sr o ��z D " � Z K (n z 0 4 3 m ° tt® N� o ? XJ o f w 13 ;i!'2:731 (n z O am g NORTH r rn z C) 0z 0 r 0 -a 0 --1 60106'08"6 663.80 42nd Ave South Cn lD 1327.22' (m) N01'06'08"E D Fri 6 0 rr r r cE r 0 m I m 0 • TICOR TITLE COMPANY 600 SW 39th Street, Ste 100, Renton, WA 98057 (425)255-7575 FAX (425)255-0285 Unit No.: UNIT 1 Title Officer: Reid Vance Phone No.: (425)255-7575 SUBDIVISION GUARANTEE Guarantee No.: RECEIVED JUL 23 2013 • OW IAUNI 1 Y 652086 vt:LQPMI=NT Reference No.: Nguyen / CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES herein called the Assured, against actual Toss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount of set forth above. Dated: July 11, 2013 CHICAGO TITLE INSURANCE COMPANY By 4L;'44 Authorized Signatur Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. CLTA Guarantee Face Page (Rev. 6-8-71) TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A Guarantee No.: 6520853 Reference No.: Nguyen / Effective Date: Liability: $ 1,000.00 July 11, 2013 Premium: $ 250.00 Tax: $ 23.75 The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matters relative to the following described real property: SEE ATTACHED LEGAL Title to said real property is vested in: Adam Nguyen, as his separate estate subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. SPECIAL EXCEPTIONS FOLLOW TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A (Continued) Guarantee No.: 6520853 Reference No.: Nguyen / LEGAL DESCRIPTION The East 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the Plat thereof, recorded in Volume 12 of Plats, Page 50. In King County, Washington. Together with an Easement for driveway purposes over and across the West 12 feet of the North 150 feet of Lot 10 in said Block 4 as granted running 4813051. CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B • Guarantee No.: 6520853 Reference No.: Nguyen / SPECIAL EXCEPTIONS 1. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2013 Tax Account Number: 004100-0544-04 Levy Code: 2413 Assessed Value -Land: $104,000.00 Assessed Value -Improvements: $81,000.00 General and Special Taxes: Billed: $2,630.65 Paid: $1,315.33 Unpaid: $1,315.32 2. A deed of trust to secure an indebtedness in the amount shown below, Amount: $143,104.00 Dated: April 30, 2013 Trustor/Grantor: Adam Nguyen Trustee: Ticor Title Insurance Company Beneficiary: Rain City Capital, LLC Loan No.: Undisclosed Recording Date: May 10, 2013 Recording No: 20130510001609 3. We find various matters of record against persons/entities with name(s) similar to Adam Nguyen. The Company requires that the Confidential Information Statement(s) attached to this commitment be completed and returned to this office in a timely manner in order for the Company to make a final determination as to the effect of said matters. In the event that the Land is occupied or intended to be occupied by the owner and a spouse or registered domestic partner as a homestead, the conveyance or encumbrance of the Land must be executed and acknowledged by both spouses or both registered domestic partners, pursuant to RCW 6.13 which now provides for an automatic homestead on such Land. 5. Terms and Conditions, if any, of unrecorded King County Lot Line Adjustment No. 1285062. Said instrument should be recorded to complete the public record. END OF SCHEDULE B geoAdvantage: King County of Washington State (App4) Page 1 of 1 0520 0530 0329 0321 0536 0325 5150th S 0537 .OT 0310 .GT C 05 35 - 6 0510 0534 0010 0) -OT 2 0 t) 0 6 0546 O 0 Z .OT 1 EL rn U 0545 9 0296 0549 A a4 10 2 0550 0290 0552 4 0283 ADD VOL 12 0271 026! 50 12 TU 25 26 )670 0660 25 0655 24 0650 .OT 2 in 0 N O 0642 0 .OT 1 0 0643 0691 N)3 i1'C,a,,,; T7trrf":; S 152nd St TICOR TITLE COMPANY 23 LLA 9'30 900 0640 322.4 0 Q 0 m 0 0 Ql . (0 LOT 2 063 SST 1 0630 Sentry Dynamics, Inc. and its customers make no representations, warranties or conditions, express or implied, as to the accuracy or completeness of information contained in this report. • LOT 2 21 LOT 1 4 CL 00035 geoAdvantage >.wrvw.digltsliaraarg 208.777.1252 http://geo.sentrydynamics.net/WA_king/default.aspx 7/16/2013 07/02/2013 16:31 IFAX REID R1001/001 • • . ' • • , — 46. ..catEonhif - „vs • ••••• • • • „ • : • :• 11123 •Iiitit. ,thsr.;Qpr,01101,1at: An int ar ofi . . . . „ . -•' tt.t ;fr • ' • iht **pi eierotLflgze r ••.'"0.1*‘ •••••”' , • " ; • • • • *T. -44104: aI . . .ii1d.h • •owrei • ••• • • ••••• "the, 4241:1'!.,, • ' 6' .•• • • ohk .P0 , • • :%," ' t. 4211;',olItose • • .:*-ity 4;80, . • ,. • • • • • TicoRTau 153) A•Aavn 13,(,'le''\ • I'm'o# TL,(, k /op.- ditty' 1, Cue- &sv 902Ack AFTER RECORDTNG MAIL TO: Adam Nguyen 3735 S 150th St Tukwila, WA 98188 E2603951 05/07/2013 14:59 KING COUNTY, UATAXs SALE $172,000.00 i 11111111111111111111:i��l 20130507001545 T COR NATIONAL 0 75.00 05/07//2013F15:03 K NG COUNTY, UA PAGE -001 OF 001 I1eAN QS69 Z Z� BARGAIN AND SALE DEED U.S. Bank, N.A., as Trustee for CSFB Mortgage -Backed Pass -Through Certificates, Series 2003- AR9, a National Association whose mailing address is 7301 Baymeadows Way, Jacksonville, FL 32256 ("Grantor"), for and in consideration of One Hundred Seventy Two Thousand Dollars (8172,000.00), in hand paid, bargains, sells, and conveys to Adam Nguyen, a single person, whose mailing address is 3712 S 191° P1, Seatac, WA 98188 ("Grantee"), the following described estate, situated in the County of King, State of Washington, subject to the encumbrances and exceptions described on Exhibit A attached hereto: The East 60 feet of Lot 9, Block 4, First Addition to Adams Home Tracts, according to the Plat thereof, recorded in Volume 12 of Plats, Page 50. In King County, Washington. Together with an Easement for driveway purposes over and across the West 12 feet of the North 150 feet of Lot 10 in said Block 4 as granted running 4813051. Assessor's Property Tax Parcel/Account Number: 004100054404 Grantor for itself/themselves and for its/their successors in interest do(es) by these presents expressly limit the covenants of this Decd to those herein expressed, and exclude all covenants' arising or to arise by statutory or other implication, and do(es) hereby covenant that against all persons whomsoever lawfully claiming or to claim by, through, or under said Grantor and not otherwise, it/they will forever warrant and defend the said described real estate. • (Signature Page Follows) 091/67070344.2 L 1AA Orai+is6SKIBS3foDttcp 142golv3D5017011*54Smate general location of the prpanisLcsivofh.ut actual survey aLti jQg( p@p nehiggj s ¢irjy ¢ ty7ifl ypgoll t2;t1 13p4IPjTI • Dated: (Signature Page to Bargain and Sale Deed) aZ. 4013 GRANTOR: U.S. Bank, N.A., as Trustee for CSFB Mortgage -Backed Pass -Through Certificates, Series 2003-AR9, a National Association by 7PMorgan Chase Bank, National iation, its Attorney=/ ct AQM - Name: Its: STATE OF Nadeau' • a co • 13 Vico rrebidenr COUNTY OF )-ss I certify that 1 know or have satisfactory evid that is the person who appeared before me, and sai• .-rson acknowledged that s/he signed this instrument, on oath stated that s/he was autho ' -' to execute the instrument and acknowledged it as the of to be the free and voluntary act of such party for uscs and purposes mentioned in the instrument. Dated: No : - blit in and for the State of appointment expires: 09116707034$.1 See Attached Notary Acknowledgement J Ordeitis(�fd ORSSfoD(r @@ ' pl@bQ p mate general location of the pipgtiieQvpNiut actual survey aptatitedDINgThirminiss jjgfkI y7iiggj1yl(p)•Boji2.y'1:tl417$44 STI Notary Acknowledgment STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this April 26, 2013, by Melonye . H. Nadeau, the Vice President of JPMorgan Chase Bank, NA, as attorney in fact for U. S. Bank, N. A., as Trustee for CSFB Mortgage -Backed Pass -Through Certifictes, Series 2003-AR9, a National Association, on behalf of the corporation. He/she is personally known to me. Printed Name: JM KrN98Y (seal) „,,, I 4 N;.,,,4,y JILL KELSEY 1 8#dho ' • rs Notary Public • State of Florida 0 ,�. • My Comm. Expires Dec 22. 2016 ` .,, - '- d,' Commission * EE 831327 4 m...... • Bonded Through National Notary Assn. 0 ON- Ordei+is65MBSS3foptMINON1 ' 20tv3650V7M5},yrtrate general location of the prPaglg6v0f14ut actual survey aLyhglaRiArg sggl s ¢zrij ityy7ingjoQggonyn:tn¢ ahyrupSTl EXHIBIT A Permitted Encumbrances and Exceptions 1. The lien of taxes and assessments for the current year and subsequent years. 2. Matters that would be shown by an accurate survey and inspection of the property. 3. All covenants, restrictions, conditions, easements, reservations, rights-of-way, and other matters of record, to the extent valid, subsisting and enforceable. 4. Zoning requirements, statutes, rules, orders, restrictions, regulations and ordinances of governmental agencies or their instrumentalities relating to the property, the buildings located thereon, their construction and uses, in force on the date hereof (if any such exist). 5. All roads and legal highways. 6. Rights of parties in possession (if any). 7. Any licenses, permlts, authorizations or similar items (if any) in connection with the conduct of any activity upon the property. nau67070343.2 Qr js652grg9foD6rp ¢4:416j'g@p3i15Qt P54Smate general location of the pipatiusivafh4iut actual survey aLijdh ltijog ijrpss ¢§ jjittk ty7iing j2jpgijor241;t),t i$aWSTI RECORDING REQUESTED BY, AND AFTER RECORDING RETURN TO: Rain City Capital, LLC 12506 l28th Lane NE Kirkland, WA 98034 Attention: Fred Rea I1 1111 1111111 II 20130510001609 RAIN CITY CRPI DT 226.00 PAGE -001 OF 010 05/10/2013 14:20 KING COUNTY, UA Grantor: Adam Nguyen, an unmarried man Grantee #1 (trustee under deed of trust): rcOR TITLE INSURANCE COMPANY Grantee #2 (beneficiary under deed of trust): Rain City Capital, LLC Abbreviated Legal Description: Portion of Lot 9, Bik. 4, Adams Home Tracts (Full legal description on Exhibit A) Assessor's tax parcel no(s): 0041000544 DEED OF TRUST, SECURITY AGREEMENT, ASSIGNMENT OF LEASES AND RENTS AND FIXTURE FILING THIS DEED OF TRUST, SECURITY AGREEMENT, ASSIGNMENT OF LEASES AND RENTS AND FIXTURE FILING ("Deed of Trust") is made this 30th day of April, 2013, between Adam Nguyen, an unmarried man ("Grantor"), whose address is 3712 S 191" Pl, Seattle, WA 98188, as grantor, Ticor Title Insurance Company ("Trustee"), the address of which is 600 SW 39th Street, #100, Renton, WA 98057, as trustee, and Rain City Capital, LLC, a Washington limited liability company ("Beneficiary"), the address of which is 12506 128`h Lane NE, Kirkland, WA 98034, as beneficiary. FOR GOOD AND VALUABLE CONSIDERATION, the receipt and sufficiency of which is hereby acknowledged, Grantor hereby grants, sells and conveys to Trustee and its successors and assigns in trust, with power of sale, all of Grantor's right, title and intcrcst in and to the property in King County Washington legally described on attached Exhibit A (the "Property"), whether now existing or hereafter acquired, together with the following, (all of which shall be deemed included in the "Property"): 17-600107.467 Ordehls6520SVCO rq 24:04201v305Q p nate general location of the pptatfeeI tiftKgit actual survey ai iitkity7 9/121(pg8ony2tk:tht RWPSTl (a) All land lying in streets and roads adjoining the Property, and all access rights and easements pertaining to the Property. (b) All the lands, tenements, privileges, reversions, remainders, irrigation and water rights and stock, oil and gas rights, royalties, minerals and mineral rights, hereditaments and appurtenances belonging or in any way pertaining to the Property. (c) All buildings, structures and other improvements now or hereafter erected on the Property, and all facilities, fixtures, machinery, apparatus, installations, equipment, furniture and other properties of whatsoever nature (including without limitation all heating, ventilating, air conditioning, plumbing and electrical equipment, all sprinkler systems, all engines and motors, all lighting, laundry, cleaning, fire prevention and fire extinguishing equipment, all ducts and compressors, all refrigerators, stoves and other appliances, attached cabinets, partitions, rugs, carpets and draperies, all building materials and supplies and all construction forms and equipment), now or hereafter located in or used or procured for use in connection with that property, it being the intention of the parties that all property of the character hereinabove described which is now owned or hereafter acquired by Grantor and which is affixed or attached to or used in connection with the Property shall be, remain or become a portion of that property and shall be covered by and subject to the lien of this Deed of Trust, together with all contracts, agreements, permits, plans, specifications, drawings, surveys, engineering reports and other work products relating to the construction of the existing or any future improvements on the Property, any and all rights of Grantor in, to or under any architect's contracts or construction contracts relating to the construction of the existing or any future improvements on the Property, and any performance and/or payment bonds issued in connection therewith. (d) All rents, issues and profits of the Property, all existing and future leases of the Property (including extensions, renewals and subleases), all agreements for use and occupancy of the Property (all such leases and agreements whether written or oral, are hereafter referred to as the "Leases") and all guaranties of lessees' performance under the Leases, together with the immediate and continuing right to collect and receive all of the rents, income, receipts, revenues, issues, profits and other income of any nature now or hereafter due (including any income of any nature coming due during any redemption period) under the Leases or from or arising out of the Property including maintenance contributions, tax and insurance contributions, deficiency rents, liquidated damages following default in any Lease, all proceeds payable under any policy of insurance covering loss of rents resulting from untenantability caused by destruction or damage to the Property, all proceeds payable as a result of a lessee's exercise of an option to purchase the Property, all proceeds derived from the termination or rejection of any Lease in a bankruptcy or other insolvency proceeding, and all proceeds from any right and claims of any kind which Grantor may have against any lessee under the Leases or any 2 17-600103.467 Ordeiris65204s3foDrrrq3133.24:402011116Q( pt nate general location of the pptst0e2 tyftivatt actual survey aCifehtedaBlagiehttlqintss ¢srij pijity7dggiMgo1i2,y ;tIit galclWSTI occupants of the Property (all of the above are hereafter collectively referred to as the "Rents"). (e) All compensation, awards, damages, rights of action and proceeds (including insurance proceeds and any interest on any of the foregoing) arising out of or relating to a taking or damaging of the Property by reason of any public or private improvement, condemnation proceeding (including change of grade), fire, earthquake or other casualty, injury or decrease in the value of the Property; all returned premiums or other payments on any insurance policies pertaining to the Property and any refunds or rebates of taxes or assessments on the Property. None of the Property is presently, or will during the term of this Deed of Trust be, used principally or at all for agricultural or farming purposes. The loan secured by this Deed of Trust is a "commercial loan" as that term is used in RCW Ch. 61.24. THIS DEED OF TRUST IS GIVEN AS SECURITY FOR THE FOLLOWING OBLIGATIONS: (a) Payment of the sum of One Hundred Forty Three Thousand One Hundred Four and 00/100 Dollars (S143,104.00), with interest thereon, according to the terms of a promissory note of even date herewith, payable to Beneficiary or order and made by Grantor (the "Note") which term shall include all renewals, modifications or extensions thereof; (b) Payment of all expenditures made by Beneficiary or Trustee in preserving or protecting the Property or as a consequence of any default under this Deed of Trust or any other Loan Document (as hereinafter defined); and (c) Performance of each agreement, term and condition set forth or incorporated by reference in the Loan Documents unless performance of such agreement, term or condition is specifically provided to not be secured by this Deed of Trust. The term "Loan Documents" shall mean this Deed of Trust, the Note, and any other document relating to the loan which is evidenced by the Note (the "Loan"). The above notwithstanding, this Deed of Trust does not secure the following: (i) any guaranty entered into in connection with the Loan; (ii) The Hazardous Substance Warranty and Indemnity Agreement ("Environmental Indemnity") entered into in connection with the Loan; or (iii) any provision of any Loan Document that would be considered the "substantial equivalent" of the Environmental Indemnity for purposes of RCW Ch. 61.24. COVENANTS: Grantor covenants and agrees as follows: 1. To keep the Property in good condition and repair; to permit no waste of the Property; to complete any building, structure, or improvement being built or about to 3 [7-600[03.467 Ordehis65N8y6f0p(ytc @4:4p3' g((Dpr3054000p nate general location of the pi e3 tgfttl®,t actual survey aCliOti p@p4>riiikkEty71M19/120 3oh2yR11:tl gi$44DSTI be built on the Property; to restore promptly any building, structure, or improvement on the Property which may be damaged or destroyed; and to comply with all laws, ordinances, regulations, covenants, conditions, and restrictions affecting the Property. 2. To pay before delinquent all lawful taxes and assessments upon the Property; to keep the Property free and clear of all other charges, liens, or encumbrances impairing the security of this Deed of Trust; 3. To keep all buildings now or hereafter erected on the Property continuously insured against loss by fire or other hazards in an amount not Tess than the total debt secured by this Deed of Trust. All policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary, as its interest may appear, and then to the Grantor(s). The amount collected under any insurance policy may be applied upon any indebtedness secured by this Deed of Trust in such order as the Beneficiary shall determine. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. In the event of foreclosure, all rights of the Grantor(s) in insurance policies then in force shall pass to the purchaser at the foreclosure sale. 4. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a reasonable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 5. To pay all costs, fees, and expenses in connection with this Deed of Trust, including the expenses of the Trustee incurred in enforcing the obligation secured by this Deed of Trust and Trustee's and attorney's fees actually incurred, as provided by statute. 6. That, in the event Grantor(s) fails to pay when due any taxes, assessments, insurance premiums, liens, encumbrances, or other charges against the Property, Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the Note, shall be added to and become a part of the debt secured in this Deed of Trust. 7. It shall be an Event of Default under this Deed of Trust if: (i) the Property or any interest therein is sold or transferred; (ii) the Property is further encumbered (other than pursuant to this Deed of Trust); or (iii) if Grantor is not a natural person, more than a 25% interest in Grantor is sold or transferred, or any interest in Grantor is encumbered, or the day to day operation and control of Grantor changes in any material respect. 8. In the event any portion of the Property is taken or damaged in an eminent domain proceeding, the entire amount of the award or such portion as may be necessary to fully satisfy the obligation secured by this Deed of Trust shall be paid to Beneficiary to be applied to said obligation. 4 17-600103.467 Grdel+is6520$6foDtg:114020142013(5gent6l4uate general location of the ppaq@o$ tyfttj5t actual survey a011.413( p@pgJ4gj s jjit ty7 ggjgl(pptjop2,32k:thp PM STI 4 9. By accepting payment of any sum secured by this Deed of Trust after its due date, Beneficiary does not waive its right to require prompt payment when due of all other sums so secured or to declare default for failure to so pay. 10. The Trustee shall reconvey all or any part of the Property covered by this Deed of Trust to the person entitled thereto, on written request of the Grantor(s) and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entitled thereto. 11. Upon default by Grantor(s) in the payment of any indebtedness secured by this Deed of Trust or in the performance of any agreement contained in this Deed of Trust, or upon the occurrence of any other default under the Note or any other Loan Document (each, an "Event of Default") all sums secured by this Deed of Trust shall immediately become due and payable in full at the option of the Beneficiary. In addition, Beneficiary may exercise the following remedies in addition to all other remedies permitted by applicable law: (i) foreclose this Deed of Trust judicially, in the same manner as a mortgage; (ii) cause Trustee to sell the Property pursuant to the Trustee's power of sale and the provisions of the Washington Deed of Trust Act, RCW Ch. 61.24, as now existing or hereafter amended; (iii) sue on the Note or any guarantys in accordance with applicable law; and (iv) to the extent permitted by law, seek a deficiency against Grantor or any guarantors following either a judicial foreclosure or a non judicial foreclosure pursuant to the exercise of the Trustee's power of sale. 12. The procedure for exercise of the Trustee's power of sale shall be as follows: Upon written request therefor by Beneficiary specifying the nature of the default, or the nature of the several defaults, and the amount or amounts due and owing, Trustee shall execute a written notice of breach and of its election to cause the Property to be sold to satisfy the obligation secured hereby, and shall cause such notice to be recorded and otherwise given according to law. Notice of sale having been given as then required by law and not less than the time then required by law having elapsed after recordation of such notice of breach, Trustee, without demand on Grantor, shall sell the Property at the time and place of sale specified in the notice, as provided by statute, either as a whole or in separate parcels and in such order as it may determine, at public auction to the highest and best bidder for cash in lawful money of the United States, payable at time of sale. Grantor agrees that such a sale (or a sheriffs sale pursuant to judicial foreclosure) of all the Property as real estate constitutes a commercially reasonable disposition thereof, but that with respect to all or any part of the Property which may be personal property Trustee shall have and exercise, at Beneficiary's sole election, all the rights and remedies of a secured party under the Uniform Commercial Code as adopted and amended by the State of Washington (the "UCC"). Whenever notice is permitted or required hereunder or under the UCC, ten (10) days shall be deemed reasonable. Trustee may postpone sale of all or any portion of the Property, and from time to time thereafter may postpone such sale, as provided by statute. Trustee shall deliver to the purchaser its 17600103.467 5 Ord€ lis6520S-ToDtk(21:00'2tpyv305QBpppfypgmate general location of the'ftas eq 13ftikkut actual survey attj@g( pgyptjggjttss rift,*tiityj ggi oolizykhi;tbz PM4 STS deed and bill of sale conveying the Property so sold, but without any covenant or warranty, express or implied. The recital in such deed and bill of sale of any matters or facts shall be conclusive proof of the truthfulness thereof. Any person other than Trustee, including Grantor or Beneficiary, may purchase at such sale. After deducting all costs, fees and expenses of Trustee and of this trust, including the cost of evidence of title search and reasonable counsel fees in connection with sale, Trustee shall apply the proceeds of sale to payment of: all sums expended under the terms hereof not then repaid, with accrued interest at the Default Rate of interest specified in the Note; all other sums then secured hereby; and the remainder, if any, to the clerk of the superior court of the county in which the sale took place, as provided in RCW 61.24.080. 13. The foreclosure of this Deed of Trust or sale by Trustee of the Property through the exercise of its power of sale granted hereunder shall not preclude or impair any action to collect or enforce any obligation of Grantor or any guarantor or other party liable for any of the obligations secured by this Deed of Trust, or the substantial equivalent of such obligation, which obligation is not secured by this Deed of Trust including, without limitation, the obligations of Grantor and the other signatories under the Environmental Indemnity and the obligations of each such guarantor under its guaranty. All of such obligations (and all substantial equivalents of such obligations) shall constitute separate recourse obligations of Grantor and each such guarantor or other party and shall not be deemed to be evidenced by the Note or secured by this Deed of Trust. 14. In the event of the absence, death, incapacity, disability, or resignation of Trustee, or at the discretion of the Beneficiary, Beneficiary may appoint in writing a successor trustee, and upon the recording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the successor trustee shall be vested with all powers of the original trustee. The trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of an action or proceeding in which Grantor(s), Trustee, or Beneficiary shall be a party. 15. This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on his/her/their heirs, devisees, legatees, administrators, executors, and assigns. The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herein. 16. This Deed of Trust shall be deemed a security agreement and a fixture filing, as defined in the UCC. The remedies for any violation of the covenants, terms and conditions of the agreements contained herein shall be as prescribed (i) herein, or (ii) by general law, or (iii) by the specific statutory consequences now or hereafter enacted, and specified in the UCC, all at Beneficiary's sole election. Grantor and Beneficiary agree that the filing of any financing statement in the records normally having to do with personal property shall not be construed as impairing the hereby stated intention of the 6 17-600103.467 Grdlihls65203S3foDtbrq @.($p3' QfPlv313541:404Pfse8mate general location of the pj c6 •gftli)it actual survey a db(ejRAmeh gjtiss¢it-jl'g*ijity71,19021:40012)Ykk;th2 QSTI parties that everything used in connection with the construction, management, maintenance and production of income from the Property together with all other rights and property described herein and comprising the secured property shall at all times and for all purposes in all proceedings, both legal and equitable, be regarded as part of the Property, whether physically attached or specifically identified or not. 17. As further security for the payment of all indebtedness and performance of all obligations secured hereby, Grantor irrevocably and absolutely assigns to Beneficiary, the Rents, issues, profits and proceeds of contracts of the Property, together with all future Leases, profits and contracts, and any and all extensions, renewals and replacements hereof. However, as long as no default shall exist in any obligation secured hereby, Grantor may collect assigned Rents and profits as the same shall fall due. All Rents or profits receivable from or in respect to the Property which Grantor shall be permitted to collect hereunder shall be received by it in trust to pay the usual and reasonable operating expenses of, and the taxes upon, the Property and the payment of all sums secured hereby. Upon the occurrence of any default in payment of any indebtedness or performance of any obligation secured hereby, all rights of the Grantor to collect and receive Rents and profits shall wholly and immediately terminate without notice, and Beneficiary shall thereafter have the absolute right to all such Rents and profits. In addition to, and not in limitation of the foregoing, Beneficiary shall have the right to petition the Court of appropriate jurisdiction for the appointment of a Receiver of the Rents, issues and profits of the Property and shall have in addition to the rights and powers customarily given to and exercised by such receiver, the right to enter upon and take possession of the Property and manage the same with all rights and options in regard thereto available to Grantor. Grantor expressly waives the posting of bond by such receiver, and waives any challenge to a proposed receiver based on affiliation with Beneficiary. 18. This Deed of Trust shall be governed by and construed in accordance with the laws of the State of Washington. 19. Grantor shall reimburse Trustee and Beneficiary, on demand, for all costs and expenses incurred in enforcing or interpreting their rights and remedies under this Deed of Trust including attomey's fees whether or not suit is brought, in both trial and appellate courts, and in any bankruptcy or reorganization proceeding. All sums owing under this Section shall constitute a portion of the indebtedness secured by this Deed of Trust and shall bear interest at the rate applicable under the Note. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY EXTEND CREDIT OR FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW 7 17-600103.467 Ord& is65208S9f0Ddr.p'CINpJ' p3Q5Q1300p6013mate general location of the ppat0e715fttiagit actual survey aC4413tedDelaptightatinIss Faiiiittiky7ii omeijoJ tltg R$ eps-r1 4 DATED as of the day and year first above written. GRANTOR: Adam Nguyen; an umn Tedd man By: %" G11 STATE OF WASHINGTON COUNTY OF Name: Adam Nguyen ss. I certify that I know or have satisfactory evidence that Adam Nguyen is the person who appeared before me, and on oath stated that said individual signed this instrument and that said individual was authorized to do so in the capacity stated below and acknowledged to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: J f 3/13 E ''' G , \�`BIN a U -a_ o4fele tt Ai 17-600103467 Ch nAlf\2 Si\c6eNhewl -eV (Legibly Print or Stamp Name ofNouryl Notary public in and for the State of Washington, residing at r t YlGt1d My appointment expires '3 -1.1 - I, 8 Orta€lnis6h2pg4gfoDdr 2314201 j115¢1.400p69lnate general location of the pRaq*c8'pftlAtit actual survey a©j413p@paefikgjnws ¢trjjidti¢ty7l/119 i( ohNikk: fl$ ROWS -0 EXHIBIT A REAL PROPERTY IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS; THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 12 OF PLATS, PAGES 50. IN KING COUNTY, WASHINGTON. TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. TAX PARCEL NUMBER: 0041000544 Commonly known as: 3735 S 150th St, Tukwila, WA 98188 9 17-600103467 Ot js6MBSSSfoDin:¢@p3' aDi31515/13COP6jy.9mate general location of the ppactee9 riftligit actual survey a&otittcpgivaiehiminws jjgthtjity jtjfX4 jo124Q:tj13 $ 443STI REQUEST FOR FULL RECONVEYANCE Do not record. To be used only when note has been paid. TO: TRUSTEE The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other indebtedness secured by said Deed of Trust, has been fully paid and satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness secured by said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to reconvey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder. Dated: 17-600107.467 l0 Ordans6BNBSSfoDdr:1440143140311)251000P604rnate general location of the FtgggsI,OvpfhpOt actual survey aLitj@g p@VNiggi s jji Edi y7 h19 j (10424gl;t13 WPSTI 14816 Military R1 south P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 p4t / 0 jol CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: LI Building Permit ❑ Preliminary Plat or PUD ❑ Other 'Short Subdivision ❑ Rezone Proposed Use: 'Residential Single Family ❑ Residential Multi -Family ❑ Commercial ❑ Other Applicants Name: /'T '-,) 394i$J Phone: ZAo —402a ?-4 / *7 Pro erty Addr ss or Approximate Location: Tax Lot Number: 3�73- 5. SSD - s)--: oo1/ / SV V Legal Description(Attach Map and Legal Description if necessary): ,4D4 -ails /174),WE reS" / sT' *b4D Co PT gc-ock z!, 1 -0 -7 -ti Part B: (To Be Completed by Sewer Agency) 1. la. Sewer Service will be provided by side sewer connection only to an existing LO size sewer OH feet -kir the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR U b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /ob. Oa a. District ConnectiononCharges duepriorto connection: r}� GFC: $ 850 •SFC: $ 1903• ff UNIT: $ TOTAL: $ ZC7`)C,o- ° i) (Subject to Change on January1st) A King County/METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements: Required ❑ May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date • • -ture. By -ruaa . Title Date O At233 1 ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits; approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and full nderstand the terms and conditions herein. Ap. leant's Signature 7A/i 3 Date • rrrn <„ r' `— m ' r r rn TECHNICAL INFORMATION REPORT ADAM NG YEN SHORT PLAT 3735. So TUKWI 150TH STREET WA5r1INGTON RECEIVED JUL 23 2013 UwL:LUI'MLIJ r The Concept Group 4701 SW Admiral Way, Suite 353 • Seattle, WA 98116 • (206) 446-1291 Land Development & Civil Engineering ADAM NGUYEN SHORT PLAT 3735 South 150th Street Tukwila, Washington July 2013 onsultants I certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. THE CONCEPT GROUP Table of Contents ACRONYM TERMINOLOGY I SECTION 1: PROJECT OVERVIEW 1 SITE INFORMATION 1 DRAINAGE BASIN 4 SOILS INFORMATION 5 SECTION 2: CONDITIONS AND REQUIREMENTS 7 DESIGN REQUIREMENTS 7 SECTION 3: OFFSITE ANALYSIS 9 SCOPE OF ANALYSIS 9 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN 15 EXISTING HYDROLOGY 15 DEVELOPED SITE HYDROLOGY 16 SECTION 5: CONVEYANCE SYSTEM 16 SECTION 6: SPECIAL REPORTS AND STUDIES 16 SECTION 7: OTHER PERMITS 16 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN 16 CONSTRUCTION SEQUENCE AND PROCEDURE 16 TRAPPING SEDIMENT 17 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS 17 SECTION 10: OPERATIONS AND MAINTENANCE 18 Appendices Appendix A: Proposed Drainage Plan & Calculations Appendix B: Erosion Control Appendix C: Maintenance Procedures 1 ACRONYM TERMINOLOGY ,,Inch cf Cubic Feet cfs Cubic Feet per Second CMP Corrugated Metal Pipe DI Ductile Iron HDPE High Density Polyvinyl Ethane KCSWM King County Surface Water Manual PGIS Pollution Generating Impervious Surface PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCS Soils Service Conservation Sq Ft Square foot General Notes: 1. The information contained in this report is based on a topography and boundary survey, the King County Assessor's map, stormwater maps, and on-site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement report. 2. This report is prepared for the sole use of client for the purpose of obtaining land use permits for the property located at 3735 South 150th Street in Tukwila, Washington. All other uses are expressly prohibited without prior written approval from the engineer. 3. All construction related to the drainage system for this project will be in accordance with the 2009 King County Surface Water Design Manual unless specifically mentioned in this report and/or approved by City staff. Adam Nguyen Short Plat -Technical Information Report July 2013 SECTION 1: PROJECT OVERVIEW The property is located at 3735 South 150th Street in Tukwila, Washington. The property is currently developed with a single family residence that will remain. The project proposes to short plat the property into a total of two (2) lots. Site Information Location: 3735 South 150th Street; Tukwila, Washington Section/Township/Range: NW Quarter, Sec. 22, T.23, R.4 E. of W.M. County, State: King County, Washington Governing Agency: City of Tukwila Design Criteria: 2009 King County Surface Water Manual Zone: Residential Single Family S 14407 SS Project Location k kti an S 14?Ae; S i�0,r6 s 15.11h Si el cj'1jG«t1n Figure 1 — Vicinity Map / Site Location Not -to -Scale The Concept Group Page 1 Adam Nguyen Short Plat -Technical Information Report July 2013 `^a �.a ri Front view of subject property. 'r sy F� Ar` mo-.- • Back yard of subject property. The Concept Group Page 2 Adam Nguyen Short Plat -Technical Information Report July 2013 Looking west on South 150' Street from subject property. Looking east on South 150' Street f -om subject property. The Concept Group Page 3 Adam Nguyen Short Plat -Technical Information Report July 2013 Shared private access road for future Lot 2. Drainage Basin The property is within the Lower Green River drainage basin and the Duwamish - Green River watershed. The entire site drains to this basin. The general topography of the site slopes from west to east. Elevations on the site vary from a high point of 312 feet at the western property edge to 308 feet at the eastern property edge, with grades varying between 4.0% to 10.0%. Figure 2 — Drainage Basin Study Area Map Not -to -Scale The Concept Group Page 4 Adam Nguyen Short Plat -Technical Information Report July 2013 Soils Information Soils Survey The Geologic Map of King County indicates the soil type within the project as Vashon Till (Qvt). The KCRTS equivalent soils group, as defined in Table 3.2.2.6 of the 2009 King County Surface Water Manual (KCSWM), can be either Till. A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on July 19, 2013. The analysis confirms that the soils at the site are composed of 44% fine sand/fine silt and 56% medium sand or larger; the Unified Soil Classification System (USCS) classification of the soils is SM. Qvrc - Vashon recessional coarse-grained deposits [� Qvi - Vashon ice -contact deposits Qvt - Vashon subglacial till Geologic Map of King County Complied by Derek 8. Booth, Kathy A. boost 8 Aaron P. Wisher March 2007 Figure 3 — Soils Map Not -to -Scale The Concept Group Page 5 PERCENT FINER 100 90 80 70 60 50 40 30 20 10 0 C C C UCO N i Particle Size Distribution Report 1 1 1 a0.1 el et O 0 0 0 # I it # 1 100 10 1 GRAIN SIZE - mm 01 0.01 0.001 % Stones % +3,., 0.0 0.0 % Gravel Coarse 1 Medium 2.0 1 14.0 % Sand % Silt Fine 7.0 V. Crs. 6.3 Crs. 10.4 Med. Fine 16.3 17.8 V. Fine Crs. 7.2 Fine % Clay 19.0 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (XaNO) 1" 1000 3/4)' 9.8.0 3/8" 92.0 #4 84.0 #10 77.0 #40 57.0 #.60 44.0 #'100 32.0 #200 23.0 #270 19.0 ##325 17.3 (no specification provided) Source of Sample: Adam Nguyen Short Sample Number: 01 Soil Description Gold/Brn silty sand with gravel Atterberg Limits PL= NP LL= NP PI= Coefficients 090= 7.9798 x35= 5.2153 050= 0.3160 050= 0.1335 p10= Cu= Classification USCS= SM AASEITO= A-2-4(0) Remarks Sampled/Received: 7/15/13 Tested: 7/19/13 Equipment: 58, 53, 66, 141 D60= 0.4916 D15= Cc= lat - 3735 S. 150th St. Date: 7/19/13 A.A.R. Testing Laboratory, Inc. Client: The Concept Group Project: Misc Lab Testing Project No: 13-235 Tested By: M. ,Blackwell Checked By: M. Blackwell Fiqure 13-171 Adam Nguyen Short Plat -Technical Information Report July 2013 SECTION 2: CONDITIONS AND REQUIREMENTS Design Requirements The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. Per Section 1.1.2 of the KCSWM and Figure 1.1.2.A, the project is subject to Small Project Drainage Review as defined in Section 1.1.2.1 because the project is a "single family residential... project that results in >_ 2,000 sf of new impervious surface... AND meets one of the following criteria... The project results in <_ 10,000 sf of total impervious surface added since 1/8/01..." The project meets the Small Project criteria as follows: • The project is a single family residential project. • Proposed net new impervious surface is 2,600 SF • Total impervious surface for entire site is 4,446 SF; therefore, does not exceed 10,000 SF (total impervious added after 1/8/01 is 3,130). Per Section 1.1.2.1, "If Small Project Drainage Review is required, THEN the proposed project must comply with the simplified small project submittal and drainage design requirements detailed in the Small Project Drainage Requirements adopted as Appendix C..." Table 1 outlines how the project will result in no more than 10,000 SF of total impervious surface added on or after January 8, 2001. Table 1 — Impervious Surface Calculation (SF) Existing (assumed prior to 1/8/01; SF of home built in 1952) Existing (driveway/patio improvements assumed after 1/8/01) Proposed New Total Impervious after 1/8/01 1,316 530 2,600 3,130 Table 2 provides a summary to the project stormwater design requirements. Table 2 - Jurisdictional Requirements Peak Run-off Control: N/A — Small Drainage Review Water Quality: N/A — Small Drainage Review Conveyance: N/A — No conveyance system proposed Downstream Analysis: '/a mile The Concept Group Page 7 Adam Nguyen Short Plat -Technical Information Report July 2013 Core Requirements The eight (8) Core Requirements of the SWM drainage requirements along with the five (5) Special Requirements are discussed in detail in this section. Core Requirement #1: Discharge at the Natural Location Stormwater runoff from the entire project presently sheet flows from the western portion of the property towards the eastern proportion of the property towards private access road and eventually to South 150`h Street. In the developed condition, stormwater from rooftops will be collected and conveyed to an on-site rain garden with overflows sheet flowing to the natural discharge location towards the existing private access road. Core Requirement #2: Offsite Analysis An offsite analysis which includes a 1/4 mile downstream analysis is discussed in detail in Section 3 of this report. Core Requirement #3: Flow Control The project is subject to Small Drainage Review; therefore is not required to provide flow control. Roof stormwater will be mitigated with an on-site rain garden Core Requirement #4: Conveyance System There are no conveyance systems proposed for this project. Core Requirement #5: Erosion and Sediment Control The project will provide erosion and sediment controls (ESC) to prevent, to the maximum extent practicable, the transport of sediment from the project site. Refer to Section 8 of this report for a discussion of the ESC measures proposed. Core Requirement #6: Maintenance and Operations Maintenance and operations of all drainage facilities is the responsibility of the property owner. Maintenance and operation guidelines are provided in Section 10 of this report. Core Requirement #7: Financial Guarantees and Liability This project is exempt from this core requirement because the stormwater facilities are privately owned and maintained. Core Requirement #8: Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. The project will result in only 600 square feet of pollution -generating impervious surface (PGIS). Special Requirement #1: Other Adopted Area -Specific Requirement Based on pre -application meeting notes, no other area -specific requirements are imposed on this property. The Concept Group Page 8 Adam Nguyen Short Plat -Technical Information Report July 2013 Special Requirement #2: Flood Hazard Delineation Based on FEMA Flood Map #FM53033C0960F, the project area is located in Zone X, a 500 -year flood plain. Special Requirement #3: Flood Protection Facilities The project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #4: Source Control This project is a single-family residential community development. It is not a commercial, industrial, or multifamily site development; therefore, it is exempt from Special Requirement #4. Special Requirement #5: Oil Control This project not defined as a high -use site per section 1.3.4 of the 2009 KCSWM; therefore, it is exempt from Special Requirement #5. SECTION 3: OFFSITE ANALYSIS Scope of Analysis Task 1: Study Area Definition and Map The study area of the downstream analysis extends beyond IA mile from the project discharge location as shown in Figure 4 below. Figure 4 — Study Area Map Not -to -Scale The Concept Group Page 9 Adam Nguyen Short Plat -Technical Information Report July 2013 Task 2: Resource Review A resource review was conducted to document existing and potential flooding and erosion problems. • Floodplain Map: Based on FEMA Flood Map #53033C0960F, the project area is located in Zone X, an area outside of the 500 -year flood plain zone. crr7' Ol. SENTAC 5.11.1320 f 22 N. Project Location Figure 5 — Flood Plain Map Not -to -Scale The Concept Group Page 10 Lf C 1j-Nif.) o- ". NATWNAi FLOOD ONSURA!✓t;f PROGRAM 111. !le ,l,/ 041) .1^A...11.1,i, f1 0.'..11,0 tl Y.7 ._ P LONF t1F V ... •�•. •• 'Ee.1NE tat .t.f, , r 1 ....,/, .. YORE c. i. 'ZONE :f d l4..t .1.0. vet.,n.M v.. nJ �k �¢F rK�f # IRM � •. FLOOD INSURANCE RATE MAP KING COUNTY, if'.A^SHINi..'.LON AND I(i7HF'OR 1'ff:f .\ UUs1NS mu 960 OFi17F5 •• ,tec �.++ ... s... E !H.,,,. r �M rrt.E.:l t riF J: �I u,YW,k KhY .. I1 (wls[' Illi tftt.c` . a 4 n •u' rt,.r ff !tr f n cy frr a e.• (M*4 All y 2GNF Y. ... . :1. .' ..s 1 II; n 1 EM.sil,xE. .,,s. .......! , ,1!ff; J` MAP NUMBER 53033C096O F I 1 MAP REVISED: _l, M. ,:.,.r t;( MAY 16,1995 -1.6o,,,,, 4.0,' 1I ...:A,,,. �01.q 1 editlli 1',INtt(.CAC1 .11........i t ive•swy J Figure 5 — Flood Plain Map Not -to -Scale The Concept Group Page 10 Adam Nguyen Short Plat -Technical Information Report July 2013 • Other Offsite Reports: The drainage complaint log from King County's Water and Land Resources Division Stormwater Services Section indicates that there are no significant existing drainage and flooding problems within a '/4 mile downstream of the project within the last 10 years. Project Location SOWF 1C1 NTER Sir, a 0 '/4 mile downstream location \Tuki ila f Figure 6 — Drainage Complaint Map Not -to -Scale ID Date Address Comment 1 4/20/1988 4019 S 150TH ST 2 1/2/2013 150XX 41ST PL S 3 6/20/1988 15203 42ND AVE N/A — flooding problem more than 10 years old N/A — water quality complaint issue N/A — problem more than 10 years old CB capacity issue resolved, new CB installed The Concept Group Page 11 Adam Nguyen Short Plat -Technical-Inform July 2013 Wetlands Inventory: The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. Figure 7 — Sensitive Areas Map (Wetland) Not -to -Scale Adam Nguyen Short Plat -Technical Information Report July 2013 • Sensitive Area Map (Hazard & Landslide): The project site is not located near a mapped Hazard or Landslide area per the King County iMAP. Tukwila 515441ST Project Location ch Highlighted Feature County Boundary CAO ShorelineCondition /41 91:gh Medium Highways A Incorporated Area Streets +Ilr� imay rlcrlal5 ,tcont(' • Legend i0. xal Parcels SAO Strearn Cla55 1 Clar 2Pcrennial Class 2SatrnanNi >Class3 alma:m.4mi SAO Wetland SAO Landslide .SAO Erosion L :SWDM Landslide Hazards Land slide dlazani tand.lide;llizard iDtainage CAO Basin .Condition 91igh Medium La Figure 8 — Sensitive Areas Map (Hazard & Landslide) Not -to -Scale The Concept Group Page 13 Adam Nguyen Short Plat -Technical Information Report July 2013 • Sensitive Area Maps (Aquifer Recharge): The majority of the project site is not located in a mapped Aquifer Recharge area per the King County iMAP. . 1- • A Tukwila \.... S ISCITH BT Project Location SISTST • Highlighted Feature County boundary 4io:untafie Peaks Highways incorporated Area Sheets thignwry Afteraz (cont) Legend doocie Parc els EjLakes and Large Rivers f„f .Streams Critical Aquifer Becharge Area C G cge!)1 Categprf C alegory SWIM (Landslide Hazards Lori d sickly ilizzarti EalcIlhdc014.zard EtrAmaor Figure 9 — Sensitive Areas Map (Aquifer Recharge) Not -to -Scale The Concept Group Page 14 Adam Nguyen Short Plat -Technical Information Report July 2013 Level 1 Downstream Analysis Task 3: Field Inspection A downstream analysis was conducted on July 12, 2013. The weather was sunny with temperatures in the high 70's degrees Fahrenheit. The property is currently developed with one (1) single-family residence which will remain. The project proposes to short plat the existing property into a total of two (2) parcels. The property is accessed from South 150th Street and a shared private access road. Some of the existing stormwater infiltrates to native soils. During heavy storm events, stormwater runoff sheet flows to its natural location of discharge along South 150th Street. Stormwater runoff is collected in a catch basin and conveyed in a 12" storm drain along South 150th Street, traveling east for approximately 900 FT prior to discharging to the 42nd Avenue South drainage system. Stormwater is entirely contained in the public storm drainage system beyond a quarter mile from the site prior to discharging to the regional detention pond, known as 42nd Avenue Detention Pond. The 42nd Avenue Detention Pond reduces and filters stormwater for discharge into the North Fork of Gilliam Creek. No existing or potential flooding problems, capacity, or erosion problems were observed. Based on the availability of existing drainage information, the developed site will not create or aggravate existing downstream conditions. Task 4: Drainage System Description and Problem Descriptions Based on this field inspection and review of past drainage complaint records, there were three (3) minor flooding and/or capacity complaints that have been investigated and resolved. There appears to be no current significant erosion or capacity problems within a YA mile downstream of the property. Task 5: Mitigation of Existing or Potential Problems Flows from the development will be mitigated with a rain garden and dispersion trenches within the subject property. Stormwater overflow conditions will continue to sheet flow in an easterly direction the open ditch along 14th Avenue South. SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN The project is subject to Small Drainage Review; therefore is not required to provide flow control. Roof stormwater will be mitigated with an on-site rain garden Existing Hydrology The property is currently developed with a single family residence that will remain. Stormwater runoff from the entire project presently sheet flows from the western portion of the property towards the eastern proportion of the property, eventually draining to the private access road and discharging to the catch basin located on South 150th Street. The Concept Group Page 15 Adam Nguyen Short Plat -Technical Information Report July 2013 Developed Site Hydrology The project proposes to short plat the property into a total of two (2) parcels, constructing a driveway and associated utilities. In the developed condition, stormwater from rooftops will be collected and conveyed to an on-site rain garden with overflows sheet flowing to the natural discharge location towards the existing private access road. Rain Garden Design (per2009 KCSWDM) Runoff Source: 2,000 SF impervious surface area Minimum Storage Required = 3 inches (0.25 feet) Storage Volume Required = 2,000 SF x 0.25 feet = 500 CF Rain Garden Volume Provided = 170 SF per 1000 SF x 2 FT DEPTH = 170 SF per 1000 SF x 2000 SF x 2 FT = 680 CF SECTION 5: CONVEYANCE SYSTEM No conveyance system was proposed for this project. SECTION 6: SPECIAL REPORTS AND STUDIES No special reports have been prepared for this project. SECTION 7: OTHER PERMITS • Preliminary Short Plat • Final Short Plat • Building Construction Permit • Right -of -Way Permit • Clearing & Grading Permit SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN All erosion and sediment control measures shall be governed by the requirements of the 2009 KCSWM. An Erosion and Sedimentation Control plan has been prepared to assist the contractor in complying with these requirements and designed to prevent sediment -laden run-off from leaving the site during construction. Refer to Appendix B for Erosion Control plans and details. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/ sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Construction Sequence and Procedure Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized construction entrance, shall be installed in accordance with the construction documents. The Concept Group Page 16 Adam Nguyen Short Plat -Technical Information Report July 2013 The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Pre -construction meeting. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Grade and stabilize construction roads. 8. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 9. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 10. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 11. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 12. Stabilize all areas that reach final grade within seven days. 13. Seed or sod any areas to remain unworked for more than 30 days. 14. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed upon approval from City of Tukwila. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Temporary gravel construction entrance • Filter fabric fences (Silt fences) • Ground cover measures such as straw cover and/or hydroseeding • Inlet protection Vehicle tracking of mud off-site shall be avoided. Installation of a gravel construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS None known at the time this report was prepared. The Concept Group Page 17 Adam Nguyen Short Plat -Technical Information Report July 2013 SECTION 10: OPERATIONS AND MAINTENANCE The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with the requirements as attached in Appendix C. Proper maintenance is important for adequate functioning of the stormwater facilities. If it is unclear whether a problem exists, contact a Professional Engineer. Rain Garden Rain gardens are vegetated depressions that retain and filter stormwater from an area of impervious surface. The plant growth in the rain garden serves to filter the water and sustain infiltration. Depending on soil conditions, rain gardens may have water in them throughout the wet season and may overflow during major storm events. • The size, placement, and design of the rain garden as depicted by the drainage plan must be maintained and shall not be changed without written approval from The City of Normandy Park Department of Planning and Community Development. • Plant materials may be changed to suit tastes, but chemical fertilizers and pesticides must not be used. • Additional mulch and compost should be added to the rain garden periodically. • Rain gardens must be inspected annually by the property owner for physical defects. • After major storm events, the rain garden should be checked to see that the overflow system is working properly and is not clogged. • If erosion channels or bare spots are evident, they should be stabilized with soil, plant material, and mulch. • A supplemental watering program may be needed the first year to ensure the long-term survival of the rain garden's vegetation. • Vegetation should be maintained as follows: 1) replace all dead vegetation as soon as possible; 2) remove debris as needed; 3) remove all noxious vegetation when discovered; 4) manually weed without herbicides or pesticides; 5) mulch to conserve moisture and inhibit weed germination. The Concept Group Page 18 Adam Nguyen Short Plat -Technical Information Report July 2013 Appendix A Proposed Drainage Plan The Concept Group Appendix 011+>•w;.i• EM FIRE 11YORANT �--- two -peas., _ v U v — v — So — so — so —A- 4 so — w •sc LEGEND (CITY OF TUKWILA) UTILITY NOTE& .---ME SHEET N0. DRI _ SHEET 1 OF OF 2 S46_ETS 1. ALL 100001 EXCAVATION OPERATIONS SHALL MEET OR EXCEED AU. APR/CAINE — w — w 6 sp _ m I —w - so w0, PROPERTY UNE • OONEA SET 940600 LAWS FOR TRENCHES. ALL 100401 SAFETY MMEMS SHALL MEET 01514 ..s -s,_ — I `r Lr 'y= N w w w w O JACUIT PROPERTY UNE 0 8ATER WWI RECOMMITS. 2 PUCE PONS, CABLE, FILER OPTICS, AND TELEPHOW WES IN TREN01 NTH A ADAM SHORT PLAT 3735 - SOUTH 150TH STREET TUKWILA, WA 98188 SITE CML PLAN, DETAILS AND STD. NOTES I — c C 9 i Y 1 OEPiN�7.OT N c c c --sc — c —s c c 'j�: 4 a • a — \� _ _ _ _ �-(/ so — so c ll —ROW EENIE111111E rv*N+x1 1^^�ity,:,'..'@u;3 ASPHALT PAY9IFAT S FEET YNIYUY HORIZONTAL SEPNUTiO! FROM QAEXMUNO UTEIIES P'' ROW 160 - 'T ,..: •:•: �. 119047 ceNa1E7E PA4EIEAT 1 ADJUST ALL YAW10E5, CA101 BASINS, AND VALVES N FUBIIC RIGHT -CF -WAY I � �' ". "' ::' ,. LR EASEIENT AFIFR ASPHALT PAVING. gq .k b 114- - - ) 111• , a ,•.. / �� " �( . e' �E).-30 s.: I m` -' — —. — — . — ErjEt ••• PROPOSED BUILDING STRUCTURE 2 P PVT. SEALER •' _ - — �3cs6 —. PROPPED WATER 5FRNCE UNE II 1 EA9MENT 1 >" „" "' °: O III q II • ...... V I° ' p�LEGAL � I L • 1' (4s 1 SOV . ) ! / i0,; `LV..: / j ./.....,........a.... I / 1 N m�. v-,4=„,... ^w1ba A . e.e I II PROPOSED SLE SANITARY SEVER UNE DESCRIPTION V@1 SEE PUN DRYEWAY FID91 GRADE SLOPE TME EAST 60 FEET OF LOT 9, BL000 4, 0000 AD00101 TO ADAMS HOPE TRACTS, ACCORDING TO 111E 1 1 PUT THEREOF RECO CED N TAUPE 12 Or PUNS PACE 50, RECONS OF MNG CONTY, WA9ING10N: 10(05106 11111 AN EASEMENT FCR O0VEWAY PI6005E5 PER A110 ACROSS 111E VEST 12 FEET OF 11E - a .., , s. 4y . . , . , s ..Rha•;NT-",Msitq,.s..?'.o !a Y9 .A ' NORTH 150 FEET OF LOT 10 N SAD BLOCK 4 AS MIMED RUNNING 4813051. BASIS OF BEARING 4 SANDY sal 8095 OF BEARING FOR THS 9RVEY ARE 111E MOUMENT FOND AT THE 041ER5ECTIM OF 42ND AVE FILTER STRISAND P 50U5N/SOUT/ 144111 SKEET AND THE NIER5ECD0 CF 430 AYE SOUTH/SOUTH 14670 SKEET. RUNOFF FILTER S E RIP DETAIL OWNER INFORMATION TAX PARCEL NUMBER SCALE NCE 4' UTERI' III . 1_ I 4 I "'•'"•••• ADAM NQU1EN 0041030544EASELIIXT 010 -JAN AYE SUITE 6201 SEATTLE, WA 96101 EX. GRADE (208) 28e-3737 PLANING AREA vim_ ��. �I w w .,Ht +cc#i.aen 1 c NOTES: (1R 70 CAMDEN FL AREA ' 1510 \ �\ _ — �a 4,,. / -: i� I _ _ _ -- _. 20' doom e.e.ma.....m..i �_ 1. SFE SHEET <C1 FOR REMOVAL AEN EROSION 004150, PUN AND DETAS. PEA 1400 SF R.. A.I// ,(4' I , 2. LOCATIONS grow FOR EXISTING UNITES ARE APPROXIMATE. /� 1 AI, 1 �� 9 ( 1 I zoa \ P. n.s. 1.2003 113 2. P.P, 12002022180030 II %E 1$ �� s Yo1 ] ?M.- — J TO BE CONSTRUCTED AT BUILDING PERMIT NOTES ) •a/�e4 F1A'� oMEp � v 5 \TMW ��,A 0 01 ) (/ 1\ J _ _ / / / 113 � Q PflOP09D RAIN GARDEN FOR ROOF MAN (170 3 RAN GARDEN PER 1000 SF ROOF SURFACE). f� . 4 'eVs. S^v 5`i HA%�°9 �ac NW. © INSTALL IA STALL 4' PVC PIPE ROOF GRAN 0 0.5N. - 18' C0005T-AMENDED SOL Q INSTALL 2'-4' GUMMY SPALL ROCK (S X Y PAD). NAME 501 Q INSTALL EMERONC9 PERRON Y-4' QUARRY SPALL R00< (a' MWE X 10' LONG). ® PROPOSED 300 s 8UR6FF FLIER STRIP PER (CTRL 01 RDs 9E<0 RAIN GARDEN DETAIL ® INSTALL i6 WATER METER (89 WATER DISTRICT /125). Mrs CONSTRUCTION NOTES I)� I' ,K.owl ehoi. II o Pmaa..P ) 1 IT �� '�� 0 ) 11 0 I iO. _ s I "781 -neP 0 •r..3r <e.. P..ua. 2 2-21 - .. - - :0• I ' (1 . I1 1 II iI W`"l. I — J I .A. I ' L � 1 tier.. rn0y I 1 J .,.. w.,.... eoa m�n ,e, aux m `• INSTALL 115 LF 1 WATER SEANCE IME (CITY OF TUKWILA) WORK IN RIGHT–OF–WAY: QO CONSTRUCT u1unts 110104 (FOVEA, CARIE & 1V). Q iRO4W d PAIaRNG OR BOE IIINET611EA1TI1 USING PAVEMENT. 1. -NEN AMITY S UNATIERDED, INSTALL A SKIN NTH 118101U11 1110 -NCH LETTERS STATING PFRITIEE OR 0Y PEAK, AND DAY AND EVII4NO RHONE NUMBERS. 1110 11.08.140 ® ROIMEMPLACE 115 LF e' PVC 900 SESENO•2.01 loam SLOPE. INSTALL STALL CLEACLEANOUTREANT AS REQUIRES. 2. INSTALL BARRICADES, 9015 WARNING LIGHTS, AND SAFETY DEVICESSIFFDEtiT TO NOTIFY PUBLIC OF Q IEYOYE/REP.ACE 15 U 4' PVC 90E SEVER 0102 MINIM 9.08E 03STRUCTI01 W TRAFFIC HAZARD. MYPS ROOM REN IMPTHE OB5TRUC1)01 IS CLEARED MN AND C0N8ECT TO EASING 4' 90E SERER. THE RIGHT-OF-WAYS RESIDED. NYC 11.08.170.A 3. MAINTAIN ACCESS TO FRE STATIONS FIE HY0UNT5, FRE ESCAPES, AND FRE FTGHRNG EQUIPMENT. (CITY OF TUKWILA) PAVEMENT RESTORATiON IMG 11.3 )50 9 m 8 8 Wv N 0. . — g E x x 8 ((.��. m o 1. COMPACT SACKFUL TO OOMPACII04 OF GREWCISTLI ED GREW CR COMPACT BACOL. TO MEET 4, AMMAN ACCESS TO PROPERTY ADJON•D EXCAVATION OR 91E IVCR1 S 0 PROEM MO PROTECT ALL PROPERTY MIMING EXCAVATION 0R 910 WON. 0111 STANNAM 2. PIA T TO 115 ORIGINAL CONDOM N MYEOATFLY FOLLOMNG BA007WNG OR MFENCCNCRETE 6, RESTORE DISTURBANCE TO PRIVATE AND PIRUC PROPERTY. 111C 11.08.220.0 A EI(LiPi FOR ENTER OR ODER HEARER Cdi0110115 NHRCH PREVENT PAYNG, COIFIEIE 7. DISTURBANCE OF SIDNEY IIMUNENTS ND /TAMERS REQUIRES THE DIRECTOR'S PPEAPPROVN. A PAWD, RESURFACING, CR FACUTY REPUCFYEMT: UCu79D 9NYEYOH SHALL REPLACE OISR6SED MONIMNIS AND WARNERS. Y 11711 ALL STALE D CITY AN 1. ON PRINCPAL MEDAL MAJOR OR CO100104 STREET 11THN 3 CALENDAR OAK. d CORAN TY 85 D P80000505 TO P80100T PUB IC FR01 MR WATER 2 CN OBER STREETS WARN 7 CALENDAR DAYS AND NOCE POU JDON. TMC 11.08210 a FW NOM PAEVEEF7ED DUE m REAnfA: 9. INSTALL TEMPORARY SIDEWALK OR 009 RAMP IF PERMANENT IS BLOCKED. WC 11.0x.220 1. PROVIDE A T000RARY PATCH. 10. COVER OPEN EXCAVATION RN NON -900 51E0 -PLATES RAINED 10 ELEVATION OF 004TI010U5 2. PNOWOE A CPSERUC110 4 SOMME ADDRESSING ITEMS MID 11011005 TO 1011412EPOET Cr WAY SURFACE NMC 17.02.220 TRAFFIC DISRUPTION MN TO 000EE10 WOO AS 0UI00.1 AS POSSINE 1I, SHIRE ALL STCO LE WATER& STALL BE STORED IN A SME &IN ER TO PROTECT THE FSLIC. UTILITIES/SERVICES WATER SEWER .--' SCHOOL, 0410 TREPHONE 340 COUNTY WATER INSTINCT /125 2460 SOUTH SEVER 051RCT 1U(0MA FIRE OEPARIIENT 4040 $ SCHOOL DI51T6CI /108 PUQT SOMD EIEIROY PEST SUVA IM 1 198198 885 7 lUA(QUNIt9, 148111 6e91REET 4 4 AMMER PHEADQUARTERS ARATION S EAST I TU(MESA144111 WA 98168 1-600-321-4123 (800) 528-35.1' T (208) 242-9547 (206) 242-3236 NMW9A, WA 90199 (208) 801 - 8000 CAS (206) 575-4404 POWER COMCA51 SEATTLE CITY LICIT (253) 299-7525 (205) 3W-1687 PLAN CALL 48 HOURS W 0 110,0)14511 (M HG SCALE 20 10 0 (0 20 BEFORE YOU DIG 1-800 424-5555 z 1 4 . 2 Adam Nguyen Short Plat -Technical Information Report July 2013 Appendix B Erosion Control Plans & Details The Concept Group Appendix ECIA, La,. Mane: Y P p�S��/�p�� ^, p p-FF� ♦ p, EARTHWORK VOLUME ESTIMATES MOTS N FLIER WNW SXNL OC ffU® AT POS15 USE WARES WE IM4 M r IL r X 11 CA R ON EQUIVALENT. REFERENCE SIEETNO. E SHEET 2 SHEETS TT.� P — P — P — P — — SO — PLD 8 SO - SO — S0 s0 s0 w — 50 _ _ Yr . win r v\ LOCATION CUT (C Y / �. (v. / RESTAGE • M11ET 10 0 EQUIVALENT TO ATO* MEW TO POSTS F STI/OAIO SWIM WPC V51�. W QOF . — N — w — w — . -s+-- — 55 ss 0. I "—� •{5•"'r ys 55 — 55 55 — 55 5= 55 ADAM SHORT PLAT 3735 - SOUTH 150TH STREET TUKWILA, WA 98188 REMOVAL AND TESC PLAN, DETAILS AND STD. NOTES _ _ _Im SEQUENCE OF CONSTRUCTION I I1 N. » — \f _ _ _„ _ t§� - 50 — m o sc �,._. o .) /a R i apEI-:Pi.4 RI" 5. 515 ME STARE ooAIEIIO EMS /..� 2 WAAL 1M095 CO1TR01EASIRS (TELT FERE, ETC) 1 11 a II y� II 11 Na ,{�T } .1 FILER PMC ,4'44.-. 1Ap4RS�O MAW _ / .- x' --1 <<.m1..I.3PA.2 ���I��I33�z;";"�w�wPP((((�EE..))��am -'S 4'M. SLIER I [44114, - - - \°..6e 3. FIELD LOCATE ALL MIES 4. INSTALL a00alz:aa mom. NO CRIS ROE 4P vy'v , � 1 qj' w yv ., r II -tt II !'Ke •f •11 I 1 "4-4.4,?,, � t. � �' + �` M "` z, ..m i".. i. iP . \ n t < \ .0 : C + EIC HOUSE •. REMAIN RLI . / iAr01A.xi° . / Y mo {^ I / 111 _; ••• Jr$ r, "" .aw -n14- . ... N Y "9•e.mM e 1 �'^ ° �• a ure E CCM RE SITE T. ISTALL SIDE 5EIM MO OBER SIE UTUIER PROSE G101 USN MET MIMIXN AT T00 NEW OR USING OUT 400510 U I FNM U 4 MI "P 6 OSM7151Cf BIMD1ro STRUCIUES L ROME WIRTR5 r STOWS COMM FAMITY UM ST/SWAI M W ENTRE PROJECT 1416 AS ARMED SY NE OTT W ONWEA )TET AEC WY E INCWASEr USED ro �i WE 545016 6 USED BAOML - 0 RTX NAME WE r N 1. PLM rDSli SRFI 101E POSTE M S/C - Lr IUSEW GNAW MBA OWE EOAVNENf REAAOVAL AND CONSTRUCTIONco NOTES: MU FARM FARES SMALL E NSTMUD ALONG CERT= EIEIMER POSMIE SI FENCE P1 SILT DETAIL I INSTAL ELT FENCE. SEE DETAIL 1 1X5 EIEET. O O7 INSTALL CONSTRUCTION E11111MEE 5654 OETAL 7 WS MEET. Q7 =QUM =WC OMML 5108E 061010 Cd1OEIE PAD me Op 800000 vow FRE. 0 061010 REE T WIULL 0 A r0 t nv s SWS ICIE COUNTY SSW FIOSR 0.124 O CONTRACI / �1RA00D ONTO AE Aso POW EW ASFNFLT PALFIENT XO SM. / .<Ilp 10, EWE OF 105666 PAWNOR--/ , / / 4' UTERI' EASOOif `r 'I T` 55 T' 1 ' �� d •' •e•• I"- 1 1O ..Ala"""I' °'"' .1---h \ .c< A.zzr - -- • UTECTNUEROIBENG 1V 10 k, .,1` 11'` 9 F,SFpX'�Oy5O "t.7117'.:; °° , '.< •"' `W .. ..aa.u.. ( 1 1 / ne.. •A.m°> w ) / IIF 1 1 / ( 1 / I 1 / 0 1 W Q / \\[4. / q I , # -'..IS" .•• • oE'>: '. 01 ".u..ma� `z .ren: u.. E // P1 .` \ 1 i I .3e: '=--- 1111ROME05411140FOIR. Mi 'XV' 12000 -003 a A:c 03002022400003 I 1 I I J I ,.I L -1 M »9u'ea J �`n... a .., 444„ 1 �•4 P°,. •^' a 55 ��� 0111; 'R E p CF`. h7 A NSTALL ONEFAY CLRRT F ROE 6 A ROW=.— - M* AS 581 MC COMFY ROAD SOW ARDS �$'W'' 1• To r away WALLS 101011E UOE5140 NOTES; \•`, • IS WE PROM RAL ICE AS PER 0 COUNTY ROAD 51AEDRIP 101 81- -885 AMS. OEM10 SILE L PACO TO TLW E EOE 55 1 515 TO NbTMM W TO MO LATTIE CONSTRUCTION MENKE O DMAMO W 0C ROADWAY. O 6 REEOEOOED RAT 0E 841051E S CROWED S0 MOAT RUMP*NIS 0T NE ROM CONSTRUCTION ENTRANCE DErA L AOS 2 < 0i A, 4 A Tt 4 S S S S x ® m 54 PER WM 106 2 EWE ALOE COUNTY 510150000 65 GRADING AND EROSION CONTROL NOTES (CITY OF TUKWILA) GENERAL: T. INE ENEWITPREW11101 N10 SIMMT RSC) SWSLIES ON TIE Me *5 RA � 0 605CONTACT AMC 556 8111110' SPECT01 NO SOME A 55W06M510* AMS ME MIMI 1. E WEER EWORME WOR001510( 2 BEFORE5M0MC ANY CONSTRUCTION ACTS=SITAR-191 0E 06)51' UAW AO 1N51AU. 2 NOWT NE UIIRES INSPECTORAT E00-422-0110 AT LUST M HOURS (2 WSW MTS) 050E STARTING PRO= 511E EARL GOISREC,IM EIRIMQ 2 RECITERA PUBLIC EON UR01561001 AT LEAST 04 NOSE (1 050QF: MT) N AWAKE 05 MOS EM -4U-0154 1 510E NIT OK= OS016MIE 000RS ML OOR615/Y WORST 5EO1fil01 NO COMMIT C 9� A 154511 Ero T �C06DOOE0 AroD N OFRAMD NSwL MO 815105 ILL 4. 111 1 453 50E 5901591,! FOR MOW $MEIY. MO 0/4/ACE TO STRUCTURES MD SPRORAOIC 55LLM0 FPM M.��A COISTRUC100 OPERATOR 4 � REAMER INCLUDING MCS PERIMETER SNARL REIM N 5440 MIL MAL SIE S NE OM5ACIM SHALL RUR NE MO 000056 THE APPPORD )LMS. MO A WINERY 01 W WY W RAM A NhTSCTM IS WFEE100 MO STNMEIIT SIABIZAi1M 6 ESTASUSED. EIft0104T OF11EE AND W9M Md ONOMCS AVAILABLE A! 010 UM 11E S L R SNML CONFORM 10 TRS APPROVED 00AI ANY 0450* FRTHE /PROM PLANS ROM PEA PROr11. MN TIE 5. FRM WT T WOW5PTEMM SL 61011E 11(0581, MO SRNMENI MMR MEAS./RES TS E MSR IMAM PROTECT WOWED /WAS OUT ILL I 5510® FM SMR DAM ON ME 050E TIE 611001(o W MOE OTT TMWEA IL FRU OC105R 1 ,ENOUGH /PRE 76 PROM TEMPORARY NO a5NAIOC CONN MEASURES TO T. ALL WOWS NO YAiFMM7 SM. WET 011. W n11*.A 00004. 447 Q 0001(1 MO WW1 MID aNSMC001 !TNCMOS, PROTECT 0501® MEAS Nur 111 5W/11MNO1ME0 FOR 15 DAYS *YORE a AOOIIO4 UNLESS DOERWSE 5M01ED EY 054 506 1006 =ECM TO COLOR MEASURES. 054 COMACTi SMALL A PROTECT SIOpOELS NO STEP M ANO NU. SIDES F MSX® FON ALOE RMI 11 E COIIPACTON SNARL YANTM A 0.154181 SET W 5000 IMAMS a-1411 HORS L mIRAOm 5551 PROAOE RECTO 540555 5a* ro SMELT FNM. APPROVAL BL 510000E 5 s15,0IOILN CORK 118105445 10 SOW ALL MAIM MFRS 16 051118LTM 5115E PROW RMT( 051110. AAO 5151, YO81BINI0 00)44 fan )IOC 51013 04045.000E M1000MgL T. 9T 00058E SEED ALL /WAS OIAT u SARAN LIMOSMO MCC TIRE SET 511055 X. ALL 5URIEIRIG FM 501: FAMES 9wJ E 0040 MEN DE 0051154 W A 0550TON UMW LA10 MR1E10R. M1ON. (MUER 1 MOWN WM 605 YODI MI S®0 A5A2 O 1NIW T�WEIM 410 FONPROZCZ 9 54 1000 FL MOON16� TIE PERIITIEE SNNL PEACE 05100* CALCULATIONS 12 0E 0011546581 9ML 554¢ M %LOMB ML 955 MIA®O RMOUD OE TO MNOSICIML 1 m PLAN CALL 48 HOURS 5 NO IZ*TAL CAAPNC SCALE 20 10 D LO m BEFORE YOU DIG I Isse 1-800-424-5555 D.12 COVER MEASURES D.3.2.4 PLASTIC: COVERING Cock: PC Symbol: (-J Purpose Plastic covering provides immediate. short -teen erosion protection to dopes and disturbed areas. Conditions of Use 1. Plastic covering may be used on disturbed areas that require cover measures for less than 30 days. 2. Plastic is particularly usefrtl for protecting cut and till slopes and stockpiles. Note: The relatively rapid breakdown of mo.Sr polyethylene sheeting makes it unsuitablepr long-reim applications. *. Clear plastic sheeting dray be used over newly -seeded areas to create a.greenhouse effect and encourage :crass growth. Clear plastic should: not be used for this purpose during the summer months because the resulting high temperatures can kill the grass. 4. Due to rapid runoff caused by plastic sheeting. this method shall not be used upslope of areas that might be adversely impacted by concentrated runoff Such areas include steep and/or unstable slopes. Note: There have been n1(i%11' problems with plast1£', usually attributable to poor installation and maintenance. IIolrei'el', the material itself can .cause problems, .even when eoi7'eell1' installed and maintained, because 1t generates high -velocity runoff and breaks dolot quickly due to ultraviolet radiation, In addition, tithe plastic is not completely removed, it Can clog di'a7J1aae system Wets and outlets. It is highly recommended that alternatives to plastic sheering be used 11iieliea'ei'possible and that its use be hinited. Design and Installation Specifications 1. See Figure D.3.2.D for details. 2. Plastic sheeting shall have a minimum thickness of 0.06 millimeters. 3. If erosion at the toe of a Slope is likely. a gravel berm. riprap. or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. FIGURE D.3.2.O PLASTIC COVERING I111�I1I=111,1=II1=1Irz I_I I II'' �..=1I1=11I��- TOE IN SHEETING IN = I—III—III MINIMUM .4"'t4" TRENCH I 1—III-III, 11 -11#1E -4-11A PROVIDE =1II=1I1, TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO 'WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED *\ 10' MAX. \ }�3 PROVIDE ENERGY DISSIPATION 111=11 II I1 .1 AT TOE WHEN NEEDED 1 -III—rl1`=111 111 . r 2009 Snake Water Desisn Manual – Appendix D 1/9/2009 D-17 SECTION D.3 ESC: MEASURES D.3.3 PERIMETER PROTECTION Perimeter protection to filter sediment from sheetwas11 shall be located downslope of all disturbed areas and shall be installed prior t0 upslope gradin_. Perimeter protection includes the use of vegetated :strips as well as. constructed measures. such as silt fences. Liber rolls. sand; gravel barriers. 'brush or rock filters. triangular silt dikes and other methods. During the wet season. 50 linear feet of silt fence (and the necessarystakes) per acre of disturbed area must be stockpiled on site. Purpose: The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most. if not all. sediment -laden water is to be treated in a sediment trap or pond. The only circumstances in which perimeter control is to be used as a primary means of sediment removal is when the catchment is vet; small (see below). When to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: The above measures may be used interchangeably and are not the only perimeter protection measures available. If surface water is collected by an interceptor dike or swale and routed to a sediment pond or trap. there may be no need for the perimeter protection measures specified in this section. C.i lteria for Use as Primary Treatment: At rile boundary of a site. perimeter protection may be used as the sole forth of treatment \\lien the tlowpath meets the criteria listed below. If these criteria are not met. perimeter protection shall only be used as a backup to a .sediment trap or pond. Average Slope Slope Percent Flowpatli length 1.5H:1V oi' less 67% or less 1013 feet 2H:1V or less 50% or less 115 feet 4H: IV or less 25% or less 150 feet 6H:1V or less 16.7% or less 200 feet 10H:1V or less 10% or less 250 feet D,3.3.1 SILT FENCE Code: SF Symbol: X X X XX Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to .sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows. icor is it intended to treat substantial .amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment trap or pond. The only circumstance in which overland flow luay be treated solely by a silt fence. rather than by a sediment trap or pond. is i'vheit the area draining to the fence is small (see "Criteria I•itei'ia for Use as Primary Treatment" on page D-30). Design and Installation Specifications 1. See Figure D.3.3.A and Figure D.3.3.B for details. 1/9/2009 2009 Surface Water Design Manual — Appendix D D-30 • D.3.3 PERLMETER PROTECTION The reotextile used nnlst meet the standar& listed below. A copy of the manufacturer's fabric specifications must be available on site. AOS (ASTM 04751) 30-100 sieve size (0.60-0.15 mm) for shit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM 04491) 0.02 sect minimum Grab Tensile Strength (ASTM D4632) 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM 04632) 30% max. Ultraviolet Resistance (ASTM 04355) 70% min, Standard strength fabric requires `;wire lacking to increase the strength of the fence. Wire backing. or closer pont spacing may be required for extra strength fabric if field performance \varrants a stronger fence. 4. Where the fence is installed. the slope shall be no steeper than 2H: 1V. If a typical silt fence (per Figure D.3.3.A) is used. the standard 4 x 4 trench may not be reduced as lona as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allo~,v water to bypass or undermine the silt fence. Maintenance Standards 1. Any .damage shall be repaired immediately. If concentrated flows are evident uphill of the fence. they must be intercepted aucl conveyed to a sediment trap or pond. 3. It k important to check the uphill side of the fence for signs of the fence clogging and acting. as a barrier to flow and then causing clnal.utelization of flows parallel to the fence. If this occurs. replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high, 5. If the filter fabric (ieotextile) has deteriorated due to ultraviolet breakdown. it shall be replaced. FIGURE D.3.3.A SILT FENCE JOINT; t FIL'=, FAB R I:. .IrA°L FE SPuCEF. T I'u!5 5 U EITTAFLEP. *5kE I?ItIG.3. L. Z EQUIVALENT T.;:; :ATTACH FABRIC TO POSTS. TO .5' 1F WIRE BACKING 15 L! ,EL'! 2"x2" BY 14 . WIRE OR EO.11'VALENT, !r S ANr [ar tl EM;TI1 F..iiT.I'C USED FILTER FABRIC —�- T "... IAN ti1,1 4"x4" TRENCr-1 .•% 5AL'4FILL TRENCH WITH! NATIVE SOIL OR 3.'4"-1.5•' ie`' WASHED. 1.s`tA''FI.. NOTE: FILTER FABRIC FENCE^, SHALL BE IF< TA,LLED ALONG t h11CA) R WHENEVER P":/.5+IILE \ ,2"x4 " WOOD rOST,. 'TEFL FENCE P0)TS, REl3AR, ',:.E? EOJIVALENT '2009 Surface Water Design Manual – Appendix D D-31 1/9/2009 D3.4 TRAFFIC: AREA STABILIZATION D,3.4.1 STABILIZED CONSTRUCTION ENTRANCE Code: CE Symbol: Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of quarry spalls at entrances to oonstluction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic xvi'll be leaving a construction site and traveling on paved roads or other paved areas within 1.000feet of the site. Access and exits shall be limited to one route if possible. or two for linear projects such as roadway where more than one access (exit is necessary for maneuvering large equipment. Design and installation Specifications 1. See Figure D.3.4.A for details. A separation >eotextile shall be placed under' the spalls to prevent fine sediment from lnitltping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM 04751) 200 ',psi min. Grab Tensile Elongation (ASTM 04632) 30% max. Mullen Burst Strength (ASTM 03786-80a) 400 psi min. AOS (ASTM 04751) 20-45 (U.S. standard sieve size) Hog fuel (wood based mulch) may be substituted for or cotlubined with quarry spalls in areas that will not be used for permanent roads. The effectiveness of hog fuel is highly variable. but it has been used successfully on :many sites. It generally requires more maintenance than quarry spalls. Hog. fuel is not recommended for entrance stabilization ►u urban areas. The inspector may at any tine require the use of quarry spalls if the hog heel is not preventing sediment from being tracked onto pavement or if the hog Kiel is being carried onto pavement. Hog fuel is :prohibited its permanent roadbeds because organics in the subgrade soils cause difficulties with compaction. 4. Fencing (see Section D.3.1) shall be installed as necessary to restrict traffic to the construction entrance. Whenever possible. the entrance shall be constructed on a firm—compacted sub_rade. This can substantially increase the effectiveness of the pact and reduce the need for maintenance. Maintenance Standards 1. Quarry spalls (or hot fuel) shall be added if the pad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement. then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping. an increase in the dimensions of the entrance. or the installation of a wheel wash. If washing is used. it shall be done on an area covered with crushed rock. and wash water shall drain to a sediment trap or pond. 2009 Surtitee Water Design Manual — Appendix D 1/9/2009 D-.39 Adam Nguyen Short Plat -Technical Information Report July 2013 Appendix C Maintenance Procedures The Concept Group Appendix APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE AND WQ FACILITIES NO. 5 - CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Structure Sediment Sediment exceeds 60% of the depth from the bottom of the catch basin to the Invert of the lowest pipe into or out of the catch basin or is within 6 inches of the Invert of the lowest pipe into or out of the catch basin. Sump of catch basin contains no sediment. Trash and debris 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 the catch basin by more than 10%. No Trash or debris blocking or potentially blocking entrance to catch basin. Trash or debris in the catch basin that exceeds '/, the depth from the bottom of basin to Invert the lowest pipe into or out of the .basin. No trash or debris in the catch basin. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). No dead animals or vegetation present within catch basin. Deposits of garbage exceeding 1 cubic foot in volume. No condition present which would attract or support the breeding of Insects or rodents. Damage to frame andi`or top stab Corner of frame extends more than'/, inch past curb face into the street (If applicable). Frame is even with curb. Top slab has holes larger than 2 square inches or cracks wider than '/< inch. Top slab is free of holes and cracks. Frame not sitting flush on top slab. I.e.. separation of more than % inch of the frame from the top slab. (Frame is sitting flush on top stab. Cracks in waifs or bottom Cracks wider than Yz inch and longer than 3 feet. any evidence of soil particles entering catch basin through cracks, or maintenance person judges that catch basin is unsound. Catch basin is sealed and structurally sound. 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. No cracks more than 'i., inch wide at the joint of inletioutlet ,pipe, Settlement! misalignment Catch basin has settled more than 1 Inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Damaged pipe joints Cracks wider than'1/-:inch at the joint of the Inletloutlel pipes or any evidence of soli entering the catch basin al the joint of the inlet/outlet pipes. No cracks more than %-inch vide at the Joint of Inlet'outlet pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil filrm. Inlet'Outiet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inletiouflet pipes clear of sediment. Trash and debris Trash and debris accumulated In inlet/outlet pipes (includes floatables and non-fioatables). No trash or debris In pipes. Damaged Cracks ii. ider than'/ -inch at the Joint of the Inlet/outlet pipes or any evidence of soil entering at the joints of the inlet'outiet pipes. No cracks more than %-finch wide at the Joint of the inletioutlet pipe. 2009 Surface Water Design I anual — Appendix A A-9 1/9/21)09 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL. CONVEYANCE, AND WQ FACILITIES NO. 5 - CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Metal Grates (Catch Basins) Unsafe grate opening Grate with opening wider than 7/8 inch, Grate opening meets design standards. Trash and debris Trash and debris that Is blocking more than 20% of grate surface. Grate free of trash and debris. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Any open structure requires urgent maintenance. Grate is in place and meets design standards. Manhole Cover/Lid Cover/lid not in place Cover/lid is missing or only partially in place. Any open structure requires urgent maintenance. Cover/lid protects opening to structure. Locking mechanism Not Working Mechanism cannot be opened by one maintenance person with proper tools. Dolts cannot be seated. Self-locking coverilid does not work. Mechanism opens with proper tools. Cover/lid difficult to Remove One maintenance person cannot remove cover!iid after applying 80 lbs. of lift. Cover/lid can be removed and reinstalled by one maintenance person.. I/9/2009 2009 Surface Water Design Manual —.Appendix A A-10 APPENDLK A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE. AND WQ FACILITIES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance is 'Performed Pipes Sediment & debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline. concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating is damaged; rust or corrosion is weakening the structural integrity of any part of pipe. Pipe repaired or replaced. Damaged Any dent that decreases the cross section area of pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned.ffiushed of all sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a (hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public aright normally be. Contaminants and poltution Any evidence of contaminants or pollution such as oil, gasoline. concrete slurries or paint. (Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oll film. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rock lining out of place or missing (If Applicable) One layer or less of rock exists above native soil area 5 square feet or more, any exposed native sof. Replace rocks to design standards. 2009 Surface Water Design Mutual — Appendix A 1/9/2009 A-11 J COMPLLTE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning APPLICATION MATERIALS: ✓ 1. Application Checklist (1 copy) indicating items submitted with application. 1 2. Completed Application Form and drawings (4 copies). ✓ 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 1 4. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17". 1 5. Application Fee: See Land Use Fee Schedule. 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice 7. If the project requires SEPA review or involves a short plat of 5 — 9 lots: Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. If the project involves a short plat of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. H:\,and Use Applications in PDF\Short Plat-Jan2011 for PDF format.doc Check items submitted with application Information Requ._ A. May be waived in unusual cases, upon ,,proval of Public Works and/or Planning PROJECT DESCRIPTION AND ANALYSIS: ✓ 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). ✓ 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. It 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format ✓ 14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. ✓ (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). ✓ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. ✓ (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. 1 (h) Fire access lanes and turn-arounds per Fire Department standards. ✓ (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights-of-way and private access easements. ✓ (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (I) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5-9 lot short plats or Planned Residential Developments only 15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards. (TMC 17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). H:U.and Use Applications in PDF\Short Plat-Jan2011 for PDF format.doc • Check items submitted with application Information Regw. _.. May be waived in unusual cases, upon t.rproval of Public Works and/or Planning SENSITIVE AREAS PLAN: 16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: ✓ 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". ✓ (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See h_p://www.tukwilawa.gov/pubwks/pwpermit.html for further information ✓ (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). ✓ (d) Total expected cut and fill for plat buildout. ✓ (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to ht pt ://www.tukwilawa.gov/pubwks/pwpermit.html. ✓ (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. ✓ (j) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ✓ (1) Show proposed lot, tract and easement lines. H: Land Use Applications in PDFlshort Plat-Jan2011 for PDF format.doc STATE OF WASHINGTON CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning(�r TukwilaWA.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY RECEIVED 'JUL 23 2013 ,, : . DbVLWI'N1L- 41 ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its em lo,es. a e e inee ,Sa ra rs or other representatives the right to enter upon Owner's real property, located at / ✓�� for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property. unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days. shall be cause to cancel the application(s) without refund of fees. EXECUTED at J�(city), (state), on jUitc.) 17 ,,20 f3 (Print Name) -3 / 2 1 C2/ CL (Address) (Phone Number) (Signature) r^ On this day personally appeared before me n f6 MS S k J -<y() to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. 7 I. SUBSCW111111V. 1JIW TO BEFORE ME ON THIS DAY OF V tl .z, ,, '0 •EXP • .. -ii W ?s N �v :I-= Q� : C? My Commission expires on 1 •h� • 0 TE �N ��'� H:\Land Use Appi�� m P and 1iAe Adjusnnent-Lot Consolidation-Jan201 I.doc p1/11111111�� 20 I� NOTARY PUBLIC in and for the State of Washington residing at S'e >z —/3-/c CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning@TukwilaWA.gov SHORT PLAT RECEIVED JUL 23 2013 APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: File Number: /_/3 -- (13e) Application Complete Date: Project File Number: 4)y. /3 -4`3 - Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: ADAM SHORT PLAT LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3735 S. 150TH STRET LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0041000544 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Han Phan, PE Address: 5130 S. 166th Lane, SeaTac, WA 98188 Phone: (206) 229-6422 FAX: E-mail: pbg.engr@yahoo.com Signature: /���Z? / �`� Date: 07/22/2013 H:V.and Use Applications in PDF1Short Plat-Jan2011 for PDF format.doc VI I P VI I V111f IL -/-1 KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. L13-039 0 set nail in asphalt 11.00' north 4- f Found tack in lead calculated corner position. 30.0' south end chain link fence / north wood fence is 2.9' west 4' water easement for the benefit of Lot 2, KC Rec. # 20140307000630 LOT 2 KCSP 281064 f-20.0' O 60.01' N88'01'54"W 20' BSBL LOT1 6,511 sf ± 0.15 acres ± I"-`" LOT WIDTH = 60' 4.5' J m m Existing. House #3735 to remai r4.6' 4:8' - 33.1' 10' BSBL S88'01'54"E wood fence—y 1_,J 60.01' is 2.1' west ` NEW LOT LINE 9 West of the East 60 feetet of Lot 9 chain link fence is 2.4' west chain link fence is 2.2' west LOT 1 KCSP 281064 chain link fence—. - is 1.5' west south end chain lin fence is 1.6' west Found rebar w/cap #7022 "Treftz" ® calculated corner position. NORTH 20' BSBL north end chain link-" fence is 1.7' west LOT 2 NIo IN J .m zc existing fire hydrant S. 150th Street V VL./f-P1VL SCALE: 1 inch = 30 (11111 I 1 1 1 0 30' 60' PORTION OF _SE_1/4 of _NW 1/4, S. 22 _ T._23N., R._4_E., W.M. N 4' utility and private newer easement for the benefit of Lot 2, KC Rec. #20140307000631 u) To 0 co LOT 1 TUKSP L2000-063 20' x 146.92' easement for driveway KC Rec. #20131112000275. 10 20.00' —20' access and utilities easement per TUKSP L2000-063, Rec. #20020221900003 LOT 2 TUKSP L2000-063 12,273 sf ± 0.28 acres ± I LOT WIDTH =60' Ed! m• 10' BSBL 0 60.01' in .100• N a An East line Lot 9/ West line Lot 10 4 LOT 3 TUKSP L2000-063 Found 3/4" pipe w/tack & tag #6593 © calculated corner position. Nb8'05'18"W RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of "T" chain link fence is 0.4' south D/SU�1Y/OR /CERTIFICATE I, Z'ha �' cflh" 7 ,. registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the :and 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 approved for setting at a later date, have been set and lot corners staked on the ground as PROPERTY NOTES: 1. Any new structures located on LOT 2 of this Short Plat must be within 150 feet of S. 150th Street. 2. All new homes shall have automatic fire sprinklers, as approved by the Fire Department. 3. PRIVATE UTILITIES EASEMENT AND MAINTENANCE AGREEMENT: THIS SHORT PLAT CONTAINS EASEMENTS FOR UTILITIES, SEWER AND WATER FOR THE BENEFIT OF THE OWNERS OF LOT 2 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOT 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENTS AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF SAID IMPROVEMENTS THEREIN. 4. LOT ADDRESSES LOT 1: 3735 S. 150T1-1 STREET LOT 2: 3745 S. 150TH STREET 5. FUTURE HOUSE ON LOT 2 SHALL HAVE STORM DRAINAGE SYSTEM/RAIN GARDEN INSTALLED PER SITE PLAN SUBMITTED UNDER PERMIT NO. PW13-105. SURVEY NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. REFERENCES PLAT OF FIRST ADDITION TO ADAMS HOME TRACTS, VOL. 12/50 TUKWILA SHORT PLAT NO. L2000-063, KC #20020221900003; TUKWILA SHORT PLAT NO. L2000-035, KC #2001090900003; KCSP NO. 281064 KC #8105150884 SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 LOT 1 LOT 2 S. 144th Street Found 2" brass disk in concrete in case - LS 10957 not visited this survey Found 1/2" brass disk in concrete in case - not visited this survey S. 148th Street E v (a O N0 0 r•••• M z N88'01'54"W 915.01' (c) N01'06'45"E 20.00' BASIS OF BEARING BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 14471-1 STREET AND THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 148TH STREET. DETAIL: CONTROL NOT TO SCALE LEGEND ® Concrete Monument in Case X Tack in Lead or Nail & Disk 0 Set rebar w/cap #23604 O Found pipe or rebar Hydrant Deciduous Tree e4131° SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 Schroetersurvey8comcast.net DWN. BY LAW DATE 7/17/13 DATE FIELD 7/15/13 J08 NO. 602/20 PROJECT NO. 13083SP CHKD. BY SCALE SHEET KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. L13-039 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 SHORT PLAT. The undersigned further declare this SHORT PLAT to be a graphic representation of said SHORT PLAT of said and same is made with the free consent and in accordance with the desire of the owner(s). IN WI E!Zw.e»_,os and seals. ADA)„I' GUYEN State of Washington County of K4111,- ,,,,,,,,,,,, 411 1. s *ir` 2aiA,py �p�y, ;_ � 44y , Q 2' u9 '» S 19�(2' ; On this day personally appeared be fore me i}GiAii1 2A to -me known to be the individual who e ec t d the foregoing instru ent and acknowledged !the /she signed the same os Ther voluntary act and deed for the uses and purposes mentioned • therein. GIVEN under my hand o seal this day of II APP ! 201/ Signature Nome as commissioned Oej,'a RaSS Title NV 13th/ K My appointment expires 2114 /15 fi it CONFORMED COPY 20140422900001 PAGGEE-00002SPH 143.00 04/22/2014 13:54 of Co nf of Aunnr,ic APPROVALS: Reviewed and approved by the Short Subdivision Comm' and herby certified for filing this �O._day of/1441 Chairmort "Sub i9'vision Committee Examined and approve sor Asse o�r Deputy Assessor Account Number 0041000544 this .2.-2410JD day of(- 20/V (-/arrdt, PORTION OF SE_1/4 of _NW 1/4, S. 22 _ T. 23N., R._4_E., W.M. OLD LEGAL DESCRIPTION (TAX LOT 0041000544) THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. NEW LEGAL DESCRIPTION S LOT 1 THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9„BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; SUBJECT TO UTILITIES AND PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT 2, AS SHOWN ON THIS SHORT PLAT, PER KC REC. NO. 20140307000631; AND SUBJECT TO WATER SERVICE EASEMENT FOR THE BENEFIT OF LOT 2, AS SHOWN ON THIS SHORT PLAT, PER KC REC. NO. 20140307000630. LOT 2 THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 108.50 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES ONLY, OVER AND ACROSS THE WEST 20 FEET OF THE NORTH 146.92 FEET OF LOT 10 IN SAID BLOCK 4 PER KING COUNTY RECORDING NO. 2 01 31 11 2000 27 5; AND TOGETHER WITH A UTILITIES AND PRIVATE SEWER EASEMENT PER KC REC. NO. 20140307000631; AND TOGETHER WITH A WATER SERVICE EASEMENT PER KC REC. NO. 20140307000630. NEW 4' WATER EASEMENT FOR THE BENEFIT OF LOT 2 KC REC. NO 20140307000630: THE WEST 4 FEET OF THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; NEW 4' UTILITY AND PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT 2 KC REC. NO. 20140307000631: THE EAST 4 FEET OF THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; LAND SURVEYOR'S CERTIFICATE 1, Richard Schroeter, registered as o land surveyor 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 approved for setting at a later date, hove been set and lot corners staked on the ground as depicted on the olat. SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 S. 144th Street CO S. 146th Street Q. 427 ZQ CU S. 148th Street S. 150th Street SITE S. 152ND Street DETAIL: VICINITY k NOT TO SCALE SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA. Box 813, Seohurst, Wnshington 98062 (206) 242-6621 Schroetersurvey0concast.net DWN. BY LAW DATE 7/17/13 DATE FIELD 7/15/13 JOB NO. 602/20 PROJECT NO. 13083SP CHKD. BY REVISED 1/16/14 SHEET 1OF 2 CITY OF TUKWILA KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. L13-039 DECLARATION Know oll men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be o graphic representation of said SHORT PLAT of said and same is mode with the free consent and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. ADAM NGUYEN Stote of Washington County of On this day personally appeared be fore me to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hond a seal this day of ( DEPARTMENT OF ASSESSMENTS APPROVALS: Reviewed and approved by the Short Subdivision Committee Examined and approved this day rf and hereby certified for filing this day of Chairman, Short Subdivision Committee Assessor Deputy Assessor Account Number 0041000544 20 RECORDING NO. VOL/PAGE PORTION OF _SE_1/4 of _NW 1/4, S. 22 _ T._23N., R._4_E., W.M. Signature Nome as commissioned Title My appointment expires OLD LEGAL DESCRIPTION (TAX LOT 0041000544) THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER IMTH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. NEW LEGAL DESCRIPTION S LOT 1 THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; SUBJECT TO UTILITIES AND PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT 2, AS SHOWN ON THIS SHORT PLAT, PER KC REC. NO. 20140307000631; AND SUBJECT TO WATER SERVICE EASEMENT FOR THE BENEFIT OF LOT 2, AS SHOWN ON THIS SHORT PLAT, PER KC REC. NO. 20140307000630. LOT 2 THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 108.50 FEET THEREOF; TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES ONLY, OVER AND ACROSS THE WEST 20 FEET OF THE NORTH 146.92 FEET OF LOT 10 IN SAID BLOCK 4 PER KING COUNTY RECORDING NO. 20131112000275; AND TOGETHER WITH A UTILITIES AND PRIVATE SEWER EASEMENT PER KC REC. NO. 20140307000631; AND TOGETHER WITH A WATER SERVICE EASEMENT PER KC REC. NO. 20140307000630. NEW 4' WATER EASEMENT FOR THE BENEFIT OF LOT 2 KC REC. NO 20140307000630: THE WEST 4 FEET OF THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; NEW 4' UTILITY AND PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT 2 KC REC. NO. 20140307000631: THE EAST 4 FEET OF THE NORTH 108.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; S. 144th Street ,Q' 40 2Q- 0 2Q S. 146th Street S. 148th Street S. 150th Street SITE 42ND AVE. SOUTH S. 152ND Street 22 DETAIL: VICINITY k NOT TO SCALE CITYRECSVED OF Tuicwta MAR 21 2014 i,Ci1\/'• .«Fig• f c. RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE 1, Richard Schroeter, registered as a land surveyor 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 approved for setting at a loter date, hove been set and lot corners staked on the ground as depicted on the plat. SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.0. Box 813, Seahurst, Washington 98062 (206) 242-6621 Schroetersurvey2concastnet DWN. BY LAW DATE 7/17/13 DATE FIELD 7/15/13 JOB NO. 602/20 PROJECT NO. 13083SP CHKD. BY REVISED 1/16/14 SHEET 1OF 2 1908 CITY OF TUKWILA KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. L13-039 N set nail in asphalt 11.00' north f 30.0' Found tack in lead colculated corner position. I— 20.0' NORTH zc existing fire hydrant 0 0 0 0 south end chain link fence / north wood fence is 2.9' west 4' water easement for the benefit of Lot 2, KC Rec. # 20140307000630 Po LOT 2 KCSP 281064 .1.1 N88'01'54"W 20' BSBL LOT 1 6,511 sf ± -- _ 0.15 acres ± LOT WIDTH = 60' J CO Existing House I.:,#3735 to remain in II 33.1' I 1 10' BSBL S88'01'54"E wood fence 60.01' is 2.1' west S. 150th Street i'OEUUHUINti NU. vvl./ rrivc SCALE: 1 inch - 30 ft. 111111 I 1 1 0 30' 60' PORTION OF _SE_1 /4 of _NW 1/4, s. 22 _ T._23 W.M. O N NEW LOT LINE 9 West line of the East 60 feet of Lot 9 chain link fencc is 2.4' west chain link fence is 2.2' west LOT 1 KCSP 281064 chain link fence—r9 is 1.5' west south end chain lin fence is 1.6' west north end chain link fence is 1.7' west icri I3 oI • N o M co m LOT 2 12,273 sf ± 0.28 acres ± LOT WIDTH = 60' 10' BSBL Found rebar w/cap #7022 "Treftz" 0 calculated corner position. e 60.01' la J m m• n I c w o P 0 z S01'06'45"W 4' utility and private sewer easement for the benefit of Lot 2, KC Rec. #20140307000631 LOT 1 TUKSP L2000-063 20' x 146.92' easement for driveway KC Rec. #20131112000275. ,o 20.00' L 20' access and utilities easement per TUKSP L2000-063, Rec. #20020221900003 LOT 2 TUKSP L2000-063 N1:14.1 0 • O N East line Lot 9/ West line Lot 10 4 PROPERTY NOTES: 1. Any new structures located on LOT 2 of this Short Plat must be within 150 feet of S. 150th Street. 2. All new homes shall have automatic fire sprinklers, as approved by the Fire Department. 3. PRIVATE UTILITIES EASEMENT AND MAINTENANCE AGREEMENT: THIS SHORT PLAT CONTAINS EASEMENTS FOR UTIU11ES, SEWER AND WATER FOR THE BENEFIT OF THE OWNERS OF LOT 2 OF THIS SHORT. PLAT. OWNERSHIP OF SAID LOT 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENTS AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF SAID IMPROVEMENTS THEREIN. 4. LOT ADDRESSES LOT 1: 3735 S. 150TH STREET LOT 2: 3745 S. 150TH STREET 5. FUTURE HOUSE ON LOT 2 SHALL HAVE STORM DRAINAGE SYSTEM/RAIN GARDEN INSTALLED PER SITE PLAN SUBMITTED UNDER PERMIT NO. PW13-105. FSR ST s4)4r1oH �,TO LOT 3 <' 745.1,•041 C�s TUKSP L2000-063 Found 3/4" pipe w/tack & tag #6593 0 calculated corner position. N88'06'18"W RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of "T" chain link fence is 0.4' south LAND SURV YOR'S CERTIFICATE cg Cka�r etirroe-e5; registered as a land surveyor 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 thnge monuments aooroved for setting at a later date, SURVEY NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. REFERENCES PLAT OF FIRST ADDITION TO ADAMS HOME TRACTS, VOL. 12/50 TUKWILA SHORT PLAT NO. L2000-063, KC #20020221900003; TUKWILA SHORT PLAT N0. L2000-035, KC #2001090900003; KCSP NO. 281064 KC #8105150884 SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 S. 144th Street Found 2" brass disk in concrete in case - LS 10957 not visited this survey Found 1/2" brass disk in concrete in case - not visited this survey S. 148th Street LOT 1 LOT2 N88'01'54"W 915.01' (21 NO1'06'45"E 20.00' E``' CO0 N "to N p N.: z w 'CO 0 0 P 0 z BASIS OF BEARING o co co 0 co BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 144TH STREET AND THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 148TH STREET. DETAIL: CONTROL NOT TO SCALE LEGEND ® Concrete Monument in. Case X Tack in Lead or Nail & Disk O Set rebar w/cap #23604 O Found pipe or rebar • Hydrant Deciduous Tree SCHROETERie LAN D SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 <206) 242-6621 Schroetersurvey€concast.net DWN. BY LAW CHKD. BY DATE 7/17/13 DATE F1ELD 7/15/13 SCALE_ JOB NO. 602/20 PROJECT NO. 13083SP SHEET M. 0: GIN 0) e"i N` Neon NWo«� 04.11 0 unz N BE SHORT PLAT NO. L2000-063 City of Tukwila King County, Washington DEDICATION Know all men by these presents that we, the undersigned, owner(s) in fee simple and/or contract purchaser(s) of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall no be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). The undersigned further declare to waive all claims for damages against any governmental authority arising from the construction and maintenance of public facilities and public property within the subdivision. IN WITNESS WHEREOF we set our hands and seals. <S �i v 061) 40,4,41 Neme;C' %ee Name: AM. O!i✓ier Name Name Name Name State of Washington LJ• R�County of certifyIs t at I julow or yve satisfactory evidence that LAIribTo irk �1,vier signed this Instrument and acknowledged It to be (h1g/her) free and voluntary act for the usee and purposes mentioned In the Instrument PPP.`J'POI) I as : optOTARyco9' '34 its Pt1Buc % III 9' 3wAst •� Signature of Notary Public Gated Mgakpo:ntment-expirus State of Washington Wirt County of I epLtl) ()hoer o t�.kn eratfafactory evidence at ct_ signed this Instrument and acknowledged It to be (his/her) free and volunta-x-aertor%,;see and purposes mentioned In the Instrument 0 % I II ; �\Sg�ON F�• N II i m NOTARY mtI<IIi jI PUBUG , I II dj.•'••• a_ t . p9•: Signature of IIr"4T� .. � Notary Public � � -`L- f ye `�,�, w Dated i � ate My appointment expires APPROVALS: Reviewed and approved by the Short Subd':vIelon Committee and hereby certified for filing this day of Examin d and approved this day of 20 Chalrma Subdivision Committee ' nirezilv DEPARTMENT OF ASSESSMENTS Examined and approved this ."7/ day of e.6 4 y Je.tc Na614, Assessor Deputy Aeseesor i-ccount Number O ' ii/ - #J97 20 0 RECORDING NO. 26ow22I' 00003 SCALE: VOL./PAGE 150 176 1 inch - ft 111111 I 1 I I I 0 PORTION OF _SE_1 /4 of NW 1/4, S._ 22_ T. 23 N., R. -4E., W.M. LEGAL DESCRIPTION BEFORE SHORT SUBDIVISION LOT 10, BLOCK 4, ADAMS HOME TRACTS FIRST ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 32 FEET THEREOF. LEGAL DESCRIPTIONS AFTER SHORT SUBDIVISION LOT 1 THAT PORTION OF LOT 10, BLOCK L, ADAMS HOME TRACTS, FIRST ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 32 FEET THEREOF', DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10; THENCE SOUTH 01'06'45" WEST, ALONG SAID WEST LINE, 156.92 FEET; THENCE SOUTH 88'01'54" EAST 20.00 FEET; THENCE NORTH 01'06'45" EAST 40.30 FEET; THENCE SOUTH 88'01'54" EAST 76.57 FEET TO THE WEST UNE OF THE EAST 32 FEET OF SAID LOT WEST UNE OF THE EAST 32 FEET CF SAID LOT 10; THENCE NORTH 01'06'40" EAST, ALONG SAID WEST LINE, 116.62 FEET TO THE NORTH LINE OF SAID LOT 10; THENCE NORTH 88'01'54" WEST, ALONG SAID NORTH LINE, 96.57 FEET TO THE POINT OF BEGINNING. EXCEPT THE NORTH 10 FEET THEREOF AS DEDICATED TO THE CITY OF TUKWILA FOR ROAD PURPOSES. SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND UTIUTIES DESCRIBED HEREIN. LOT 2 THAT PORTION OF LOT 10, BLOCK 4, ADAMS HOME TRACTS FIRST ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCCPT THE EAST 32 FEET THEREOF, DESCRIBED AS FOLI I -:7S: BEGINNING AT THE NORTHWEST CCRNER OF SAID LOT 10; 'HENCE SOUTH 01'06'45" WEST, ALONG THE WEST LINE OF SAID LCT 10, 156.92 FEET; THENCE SOUTH 88'01'54" EAST 20.00 FEET "O THE TRUE POINT OF BEGINNING; THENCE NORTH 01'06'45" EAST 40.30 FEET; THENCE SOUTH 88'01'54" EAST 76.57 FEET TO THE WEST LINE OF THE EAST 32 FEET OF SAID LOT 10; THENCE SOWN 01'06'40" WEST, ALONG SAID WEST LINE, 100.00 FEET; THENCE NORTH 88'01'54" WEST 76.57 FEET; THENCE NORTH 01'06'45" EAST 59.70 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND UTIUIIES DESCRIBED HEREIN. LOT 3 THAT PORTION OF LOT 10, BLOCK 4, ADAMS HOME TRACTS FIRST ADDI110N, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 32 FEET THEREOF, DESCRIBED AS FOLLQWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10; --HENCE SOUTH 01'06'45" WEST, ALONG SAID WEST LINE, 156.92 FEU TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST LINE, SOUTH 01'06'45" WEST 156.11 FEET TO THE SOUTH UNE OF SAID LOT 10; THENCE SOUTH 88'06'17" EAST, ALCNG SAID SOUTH LINE, 96.58 FEET TO THE WEST UNE OF THE EAST 32 FEET OF SAID LOT 10; THENCE NORTH 01'06'40" EAST, ALONG SAID WEST UNE 96.29 FEET; THENCE NORTH 88'01'54" WEST 76.57 FEET; THENCE NORTH 01'06'45" EAST 59.70 FEET; THENCE NORTH 88'01'54" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH AND SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND UTILITIES DESCRIBED HEREIN. LEGAL DESCRIPTION FOR 20 FOOT INGRESS, EGRESS AND UTIUTiES EASEMENT: THAT PORTION OF LOT 10, BLOCK 4, ADAMS HOME TRACTS FIRST ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE EAST 32 FEET THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 10; THENCE SOUTH 01'06'45" WEST, ALONG SAID WEST LINE, 201.63 FEET; THENCE SOUTH 88'01'54" EAST 20.00 FEET; THENCE NORTH 01'06'45" EAST 44.71 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.71 FEET; THENCE SOUTH 88'01'54" EAST 46.27 FEET; THENCE NORTH 01'06'45" EAST 20.00 FEET; THENCE NORTH 88'01'54" WEST 46.87 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.12 FEET; THENCE NORTH 01'06'45" WEST 96.91 FEET TO THE NORTH UNE OF SAID LOT 10; THENCE NORTH 88'01'54" WEST ALONG SAID NORTH UNE 20.00 FEET TO THE POINT OF BEGINNING. EXCEPT.THE NORTH 10 FEET THEREOF AS DEDICATED TO THE CITY OF TUKWILA FOR ROAD PURPOSES. NOTE: Upon recording of this short plat, the existing garage located on Lot 3 may not be used as an accessory structure until such time as a single family structure has been constructed on Lot 3. NOTE: Field data for this survey was obtained by direct fleld measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. w CD Q J 0 RECORDER'S CERTIFICATE Ogg flied for record this..f) day of. .,2002,.at2:rM �1 bo%k.15.2..of at page 176 at the request of cs' rd .4-9 se Cr- LwhiracirVey* •� Lab F0e$./IIER .,a welmr WAslttNda-"0 Mgr: Supt. of Records LAND SURVEYOR'S CERTIFICATE "I, Richard Schroeter . a registered as a land surveyor 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 approved for setting at a later date, have been set and lot corassjoked qq tJground as depicted on the plat." Certificate No. 2360¢ UR VE FOR: Chris Olivier 3805 So. 150th St. Tukwila, WA SCHROETERLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.D. Bax 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. 8Y law DATE 1/25/00 DATE FIELD 1/6/00 JOB NO, 347/26 PROJECT NO. 99132sp revised 10/18/01 revised 12/19/01 revised 1/23/02 SCALE SHEET 1OF 2 0751 I 1 I I cv) CDs 000 O) CsI Nva:§ C1 O�aw� N SHORT PLAT NO. L2000-063 City of Tukwila King County, Washington SCALE: finch- 30 ft. Z00202219E000 S 111111 0 30' 60' PORTION OF SE _1/4 of _NW 1/4, S._22_ 23 N., R. 4 _E., W.M. oil OA -sr Std .e N So. 150th St. 515� OP)5 k) (SC(?'G Found tock in lead 0.17' North & 0.12' West of colt. position. S 88'01'54" E 96.57' 0 p 10' to be dedicated to the City of Tukwila with the final recording of this Short Plat. 0 d N 96.57' LOT 1 76.6' -+ 4' chain link fence (9) N 88'01'54" W Ore' , 0 l.. .0,- 40 4o P� 0 In 5' chain link fence NOTE: Future home on LOT 3 will be required to have a sprinkler system Installed per Tukwila codes. Found rebar w/cap #6012 0.29' West & 0.23' South of calc. position. 0 120.06'! Existing House #3805 6.9' 6.9' 10.1' 34.8' J 1 1 r N t0 O N (0 O Found Pk nail in laurel root 0.07' west & 0.03' South of colt. position. North end chain link fence is 0.8' west w (0 O 0 z 4 76.57' N 88'01'54" W r7"- 76.6' 116.2' V)\ (10) z O • I 76.57' 10' S 88.01'54" E 55.5' LOT 3 I� a 1 garage i RECORDER'S CERTIFICATE filed for record thislt.2.l...day in b000k.$'../�o//f at page./2.2..at the request of �•��ryicr�c/t�tr#"VC'7 d ��+p s1 bo ve o Ems...RA4NEe �q(At..T WASHIIVQToN Mgr. Supt. of Records chain Zink fence a a)I o N � M mo P 96.6' 96.58' S 88'06'17" E �6' wood fence South end chain link fence is 0.3' west Found pipe w, /unreadable tag 0.01' West & C.10' South of calc. position. LAND SURVEYOR'S CERTIFICATE "1, Richard Schroeter a registered as a land surveyor 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 thosemonuments approved for setting at a later date, hove been set and lot corners sto d on the ground as depicted on the plot."" .../ Certificate No. L."^ S�'T SURVEY FOR: S 88'01'54" E colt. 818.45' colt: 10' to be dedicated to the City of Tukwila with the final recording of this Short Plot. _! N 88.01'54" W 20.00' "1 - -- - \20.00 1115.00' DETAIL A <9I, N w 1^=30' PM IM E a' (7):tm 10 6 C6,) v▪ 7 00E0 0)' 0, 0 d ` z d o_ 00 I tN ,R t;/ (' L = 31.12' N LOT 1 20.00' 1. 1 ` \ 20.00' ( O tility Easement S 88'01'54" E Y 25.00' 46.87 0 0 0 / 46_27' NI N 88'01'54" W N 88'01 54" W Chris Olivier 3805 So. 150th St. Tukwila, WA LOT 2 I = 20.00' 31.71' LOT 3 10' N tO 0 S 01'06'45" W LOT LOT LOT LOT LOT LOT LOT AREAS 150 177 Found 2" brass disk in conc. LS. 10957 In case - 1/6/00 E ' o N I ID O O M' O ) Z o m Found 1/2" brass pin in concrete in case - 1/6/00 O N 42nd Ave. Area (Including easement & road dedication) = 12,067 sq.ft. - Area (Including easement, after dedication) = 11,101 sq.ft. - Area (Excluding easement & dedication) = 8,079 sq.ft. 2 - Area (Including easement) = 7,656 sq.ft: 2 - Area (Excluding easement) = 6,236 sq.ft. 3 - Area (Including easement) = 10,498 sq.ft. 3 - Area (Excluding easement) = 9,604 sq.ft. NOTE Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. w J O SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. BY law Revised 10/18/01 Revised 12/19/01 Revised 1 23/02 DATE 1/25/00 DATE FIELD 1/6/00 SCALE 1"=30' JOB NO. 347/26 PROJECT NO. 99132s0_ SHEET 2 OF 2 CITY OF TUKWILA KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. 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 SHORT PLAT. The undersigned further declare this SHORT PLAT to be a graphic representation of said SHORT PLAT of said- and same is made with the free consent and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. ADAM NGUYEN State of Washington County of On this day personally appeared be fore me to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of Signature Nome os commissioned Title My appointment expires DEPARTMENT OF ASSESSMENTS APPROVALS: Reviewed and approved by the Short Subdivision Committee Examined and approved this day oi-- 20_ and hereby certified for filing this day of Chairman, Short Subdivision Committee Assessor Deputy Assessor Account Number 0041000544 RECORDING NO. VOL/PAGE PORTION OF _SE_1 /4 of _NW 1/4, S. 22 _ T. 23 N., R. 4 E., W.M. OLD LEGAL DESCRIPTION (TAX LOT 0041000544) THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. NEWLEGAL DESCRIPTION LOT 1 THE NORTH 105.50 FEET OF THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME .TRACTS; ACCORDING • TO THE PLAT THEREOF RECORDED IN VOLUME 12•OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. PLATS, PAGE LOT 2 . THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 105.50 FEET THERE OF; TOGETHER. WITH. AN EASE T FOR. DRIVEWAY PU AND ACROSS THE WEST 1 EET OF THE NORTH LOT 10 IN SAID BLOCK GRANTED RUNNING e ✓ (A S. 144th Street S. 146th Street Ci S. 148th Street O S. 150th Street to- /- SITE S. 152ND Street cl DETAIL: VICINITY k NOT TO SCALE 42ND AVE. SOUTH RECEIVED r�uL 23 2013 III VI l RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of... of page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE 1, Richard Schroeter, registered as a land surveyor by the State of Washington, certify that this. plat isbased on anactual survey af. the land: described. herein, conducted by me or under my supervision; that the distances, courses and angles ore shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground as depicted on the plat. SURVEY .FDR: ADAM NGUYEN 823 3RD AVE: #201 SEATTLE, WA 98104 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA. Box 813, Seohurst, Washington 98062 (206) 242-6621 Schroetersurveyeconcast.net DWN. BY LAW DATE 7/17/13 DATE FIELD 7/15/13 JOB NO. 602/20 PROJECT NO. 13083SP CHKD. BY SHEET 1 OF 2 111111 1 1 30' CITY OF TUKWILA KING COUNTY, WASHINGTON ADAM SHORT PLAT FILE NO. RECORDING NO. set nail in asphalt 11.00' north 4- 30 0 - 30.0 1 Found tock in leod 0 calculatedcorner position. f 20.0' existing fire hydrant 0 0 d south end chain link fence /--/.'" north wood fence is 2.9' west 4' futility eosement for -' the benefit of Lot 2 LOT 2 KCSP 281064 wood fence is 2.1' west NEW LOT LINE 9 60.01 N88'o1'54"W 20' BSBL LOT 6,511 sf1 t I _ 0.15 acres ± I� LOT WIDTF4.5 m e- xisting House #3735 to remain, N }- 4.6' S. 150th Street Set RR spike in asphalt 33.1' 10' BSBL S88'01'54"E 60.01' 5 4' privote sewer -4 easement for the benefit of Lot 2 LOT 1 TUKSP L2000-063 �— ¢ 8Zpes MUA2. �Y1' x 150' easement for driveway KC Rec. # West line of the East .. _60 feet of Lot 9 chain link fence is 2.4' west chain link fence is 2.2' west LOT 1 KCSP 281064 chain Zink fence-�= is 1.5' west south end chain lin fence is 1.6' west T existing garage to be demolished north end chain link fence is 1.7' west p 0 ur J m N CO Found rebar w/cap #7022 "Treftz" 0 calculated corner position. LOT 2 I 12,273 sf ± i 0.28' acres ± LOT WIDTH • 60' 10' BSBL 60.01' • N88'06'18"W JI 10 yot5 t' N88'01' 4"W 20,03 t2.00D 3715. —20' access and utilities easement per TUKSP 12000-063, Rec. #20020221900003 LOT 2 TUKSP L2000-063 0 East line Lot 9/ West line Lot 10 4 LOT 3 TUKSP L2000-063 Found 3/4" pipe w/tack & tag #6593 0 calculated corner position. -r chain Zink fence is 0.4' south SCALE: '1 inch - 30 tt VOL./PAGE I I 60' PORTION OF _SE_1/4 of NW 1/4, S. 22 _ T. 23N., R._4 E., W.M. PROPERTY NOTES: 1. Any new structures located on LOT 2 of this Short Plot must be within 150 feet of S. 150th Street. 2. All new homes shall hove automatic fire sprinklers, os approved by the Fire Department. SURVEY NOTES: 1. 'Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by o steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey hos been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. REFERENCES PLAT OF F1RST ADDITION TO ADAMS HOME TRACTS, VOL 12/50 TUKWILA SHORT PLAT 1,10. 12000-063, KC #20020221900003; TUKWILA SHORT PLAT NO. 12000-035, KC #2001090900003; KCSP NO. 281064 KC #8105150884 RECORDER'S CERTIFICATE filed for record this day of 20 at M In book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE registered as a land surveyor by the State of Washington, certify that this plot is bosed on an actual survey of the land described herein, conducted by me or under my supervision; thot the .distances, courses and angles ore shown thereon correctly, and thot monuments other than those monuments approved for setting at a later dote, have been set and lot corners stoked on the ground as depicted on the plot. SURVEY FOR: ADAM NGUYEN 823 3RD AVE. #201 SEATTLE, WA 98104 S. 144th Street Found 2" brass disk in concrete in case - LS 10957 not visited this survey Found 1/2" brass disk in concrete in cose -- not not visited this survey S. 148th Street N88'01'54"W 915.01' LOT 1 LOT 2 NO1'06'45"E 20.00' W co 0 0 P 0 z BASIS OF BEARING BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 144TH STREET AND THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 148TH STREET. E: 0 N1a p N z 42nd Ave South DETAIL: CONTROL �( NOT TO SCALE LEGEND Concrete Monument in Case X Tack in Lead or Nail & Disk O Set rebar w/cap 123604 • Found pipe or rebar 4 Hydrant 1g,)+Deciduous Tree RECEIVED 'SUL 23 2013 . COMMON 1 r OEVELUPMtNT SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA Box 813, Seatxrst, Washington 98062 (206) 242-6621 ScMroetersurvey8concnst.nrt. DWN. BY LAW DATE 7/17/13 DATE FIELD 7/15/13 ,108 NO. 602/20 PROJECT NO. 13083SP• CHKD.' BY SCALE 1"-30' SHEET 2OF 2 tzao.1 x,1'1 0 cc SS 50 - R. ,2.4p(E)•4'''1. IE 12-cp(N)4307.EX. FIRE HYDRANT 2' IE L'-cp(W)-a:,gged .: P t,, P SD - SJ - - - --30 -- SO sTM STREET f . W - , _S su"a3oB' DEPTH -7.0. 1 t' LD-VERIFP) - ;1 0 -- 0 G J 101 n d;n Once 1 2.9' wee1 5r. 30 -o-}- -- 50 --- sG •• (] - > p o 304.0' OCE ,2-cp(E)=30.3.0. 'E 5"cmp(NW)=303../ er & tepee`a pole ,.underground drop amC& to= 01 Per edge be 3 :dg: Iponc ..-c 4' UTIUTY EASEMENT Pe-GIS ps,' 650 o,000ll SEMENT COUNTY R 12' a 160' eosemedt for Enke REG. /4813051 10 CB RIM -302.2' lE lfgotEl4. IE 1Ycp(W)- 20' access and 6200nmN per "1.11e5, 60-463 & Rat. 2022 19 00043 •F, / 1 /I I I \_west edge) .Phan L 1 4 n chain link tees 1.6' west 60.01 Found.rehar 4/cop 17022 -Trent 19 calculated corner position. I PLAN '-Found 3/4" pipe ,!tacit & tag 66593 0 calculated corner position. chain link fence Is 0.4' youth HORIZONTAL GRAPHIC SCALE 20 I 10 0 10 20 1 inch 20 ft. 1 J CAiL 48 HOURS BEFORE YOII,DIG '1-800-424-5555 LEGEND PROPERTY UNE ADJACENT PROPERTY UNE - ROW CENTERLINE ROW UNE - - • - - - BSBL W PROPOSED WATER SERVICE UNE • CORNER SET • WATER METER ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT PROPOSED BUILDING STRUCTURE SS PROPOSED SIDE SANITARY SEWER LINE lie C/Z;pT/OL/ THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUN. WASHINGTON; TOGETHE��''TH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND A Y E WES 1 FEET OF THE NORTH ArLi E OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 481305 BASIS OF BEARING BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 144TH STREET AND THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 148TH STREET. OWNER INFORMATION ADAM NGUYEN 810 -3RD AVE, SUITE #201 SEATTLE, WA 98104 (206) 288-3737 NOTES: TAX "P-A-RCEL NUMBER 0041000544 1. SEE SHEET ECT FOR REMOVAL AND EROSION CONTROL PLAN AND DETAILS. 2. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. EX. GRADE TO BE CONSTRUCTED AT BUILDING PERMIT NOTES: ® PROPOSED RAIN GARDEN FOR ROOF DRAIN (170 SF RAIN GARDEN PER 1000 SF ROOF SURFACE). ® INSTALL 4" PVC PIPE ROOF DRAIN 0 0.50% Mitt, 18" COMPOST -AMENDED SOIL 0 INSTALL 2"-4" QUARRY SPALL ROCK (3' X 3' PAD). ® INSTALL EMERGENCY OVERFLOW 2"-4" QUARRY SPALL ROCK (8' WIDE X 10' LONG). 0 PROPOSED 300 SF RUNOFF FILTER STRIP PER DETAIL ON THIS SHEET. ® INSTALL 3'4" WATER METER (BY WATER DISTRICT #125). (CITY OF TUKWILA) UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET Off EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE ONES IN A TRENCH WITH A 5 FEET MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBUC RIGHT-OF-WAY OR EASEMENT AFTER ASPHALT PAVING. DRIVEWAY FINISH GRADE SLOPE REFERENCE SHEET NO. DR1 SHEET 1 OF 2 SHEETS 4" SANDY SOIL 8" SAND OR GRAVEL RUNOFF FILTER STRIP DETAIL SCALE NONE PLANTING AREA RAIN GARDEN BOTTOM )� (170 SQ. FT. AREA 41%%!' (// PER 1,000 SF ROOF -litrir i AAI lt ---V- S- '44t, AiriSel \1/I *444Qp!*17/Wi�`wvwwwwwOcn,p ilii 0?i CONSTRUCTION NOTES: ® INSTALL 115 LF 1" WATER SERVICE LINE. ® CONSTRUCT UTIUTIES TRENCH (POWER, CABLE & TV). ® TRENCH & PATCHING OR BORE UNDERNEATH EXISTING PAVEMENT. 1® REMOVE/REPLACE 115 LF 6" PVC SIDE SEWER 0 2.09. MINIMUM SLOPE. INSTALL CLEANOUT AS REQUIRES. 11 REMOVE/REPLACE 15 LF 4" PVC SIDE SEWER 0 2.0% MINIMUM SLOPE AND CONNECT TO EXISTING 4" SIDE SEWER. (CITY OF TUKWILA) PAVEMENT RESTORATION: 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFIWNG OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. UTILITIES/SERVICES NATIVE SOIL RAIN GARDEN DETAIL NTS (CITY OF TUKWILA) WORK IN RIGHT-OF-WAY: 1 WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND. DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING UGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBUC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.0 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL A UCENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBUC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. 1- W W ce co cn � re L Q c /) M ti co W -U Q z CL to J 5 0 UQ W zt 0 c- N O o o CC) E 0) 0 m WATER: SEWER KING COUNTY WATER DISTRICT #125 VALLEY MEW SEWER DISTRICT 3460 SOUTH 148TH STREET 3460 SOUTH 148TH STREET SEATAC, WA 98188 TUKWILA, WA 98168 (206) 242-9547 (206) 242-3236 FIRE: TUKWILA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4404 SCHOOL: GAR TUKWILA SCHOOL DISTRICT $406 4640 S 144TH ST TUKWILA, WA 98168 (206) 901 - 8000 PUGET SOUND ENERGY 1-800-321-4123 POWER SEATTLE CITY UGHT (206) 386-1687 TELEPHONE: QWEST (800) 526-3557 CABLE COMCAST (253) 288-7532 REVISION DESCRIPTION R ECEIVED UL 28 2013 I:VLLUI'N INF JOINTS IN FILTER FABRIC SHALL BE SPLICED REFERENCE SHEET N0. - SHEET 2 -`�}�-- r I .D So -�r _ P F a P P - - -- - -S �- - -- - -- - - - - EARTHWORK VOLUME ESTMATES: AT POSTS. USE STAPLES, PARE RINGS, OR 2' X 2' X 14 GA. WIRE OR EQUIVALENT, EQUIVALENT TO ATTACH FABRIC TO POSTS OF sD -- SD SD >D -- G .0 Sp Sp _ IF STANDARD STRENGTH FABRIC USED. • E�� w w ` r - -- w -- L LOCATION CUT Y) FILL Y) 2 -... S. 15f S5 JTH v T REST m '35 x w --- v FRONTAGE & UTIURES 70(C 0 SHEETS _-_- - Sg 33 ... - SS -- - -' --- f-. tataiiiti ii o o -- --- .--- --- , ;--� - - -_ =D --0----- SEQUENCE OF CONSTRUCTION: II n �......�...,at.o II lnttttt.ouu t.tWIlut.tt m Z Cr) Q W ° •, // ` -,8- - �p win. 0 3- J' -- _ Itttt.OtWlltttttt II 1I _- � -'"'t ° �� O o p elu=3o4.a C'9 . sora :linin "> �� 1?'<P(E}=3o3.0' alu=w2z 1. FLAG AND STAKE CLEARING LIMITS httt�tttsa.IIIMEM I I II t.t�tt.uttt c FILTER FABRIC 1 r;'x' 1' I- a crnPLNW)=303.2' 6 1.2 aiE1= we NZIMENttfltttYt UNDISTURBED GROUND ••• n jI I < <. I / )II e 12"<o(v/J-Sa 2. INSTALL EROSION CONTROL MEASURES (SILT FENCE, ETC.) ttt.ttafl.tOfM I I V�tttWItltW ADAM SHORT PLAT 3735 - SOUTH 150TH STREE TUKWILA, WA 98188 IOVAL AND TESC F TAILS AND STD. NC - - I�"°`"`<yl o LLK ' 1 sem ... 3. FIELD LOCATE ALL UTILITIES - - /\ / /\/ /\/\/ \/ ��\ \\ \\ \�\�\��\� " '� `tel••:... =',,. �/ I I I `�� PVT. SEWER Y' EASEMENT I .. I _ aGk 4. INSTALL CONSTRUCTION ENTRANCE. \ ,( /� \ %\ i ,\&/,%/�/i�\/\\///J\/�\ 11 /> /' ' ' �___ z Ly/�% 1 1 _ teoe.a , -�e w/undcgro "c . 5. CLEAR AND GRUB SITE _tt I I /\, , /i, loin link fence / •nc• la 51.9' west 1 \ I l o I I I I U "1 \ I \ a4' X. HOUSE �'� 0 REMAIN N, - 1 i-441 • 6. GRADE THE SITE. 7. INSTALL SIDE SEWERS AND OTHER SITE UTILITIES; LJ' - 4' MIN v �\ PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW OR EXISTING INLET LOCATIONS. 6' MAX I a I I ,. \ / II''/ ^1 ( N too, met .cst edge AC & : loo of bin" 1 8. CONSTRUCT BUILDING STRUCTURES 9. REMOVE TEMPORARY EROSION CONTROt. FACILITY UPON STABILIZATION OF ENTIRE PROJECT SITE. AS APPROVED BY THE CITY OF TUKVALA. POST SPACING MAY BE INCREASED TO 8' IF AIRE BACKING IS USED BACKFILL TRENCH WITH NATIVE SOIL 2' X 4" WOOD POSTS. STEEL FENCE POSTS, OR 3/4� - 1.5� WASHED GRAVEL REBAR, OR EQUIVALENT I �pp NOTES: u / vy an' 'III #3735 t^�/ ea. ea, -akc aa <.•a `° `1°" REMOVAL AND CONSTRUCTION NOTES FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL f O 1 - SS II119 ! 12' I EASEMENT FO Y 0INSTALL SILT FENCE, SEE DETAIL 1 THIS SHEET. PER KING COUNTY SWOM FIGURE D.3.3.A NONE 1 pp COUNTY REC. 4813051 O2 INSTALL CONSTRUCTION ENTRANCE, SEE DETAIL 2 THIS SHEET. Z hi 4' UTIUTY EASEMENT Ag� ( T 1 1 9g9 I O DEMIXJSH EXISTING GARAGE 4 `1 1 a d 1 . 0,, 1 I II4 ,2 + i>J 913951 t for *hewn, vC REC. #.913051 O REMOVE EXISTING CONCRETE PAD AND WALKWAY. CONTRACTOR TO PROTECT MUO FROM BEING / TRACKED ONTO THE PUBLIC ROAD NEW ASPHALT PAVEMENT / 100' MIN. Q i) _ 10 OS REMOVE EXISTING TREE. © EXISTING TREE TO REMAIN. �y H. S>tHVI g r ,�•,••,�;E�,•.i,•�.•.�: ° ,li.•iyr..•. _•s ,�r�•: y pa. .I i. �...•r.,•yr • • . I , � Q i. \\ r _ � - --i. z0' access o ht./Rios e.ro t 1 lar PJY,SP L2UW-063 & Rec. {10020221900003 7 REMOVE EXISTING FENCE O ROS 5�ALG EDGE OF EXISTING PAVEMENT / / // / I `c�4`_•I t % v I�f /k�y q, 42115 q /7,140/ 7 140Iy1!f:V. gt /�,, '°I9N1L 1kF' _ .,i - JI�I/II>I/I/Il�ll - 1SVON'(S 4e'I� y50 v01 -'I 09 if .,.o,>I o 11X 1 I r °J - . % f i 7! ?• 0 of •i 11 I dI b ,.-. J 1 R I /I / ,3 I / / 14 1 - ,// INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE R=25' MIN. DITCH AS PER KING COUNTY ROAD STANDARDS / 4" TO 8' QUARRY SPALLS GEOTEXTIIE UNDERLINE 5 NOTES 15' MIN. PROVIDE FULL WADE OF INGRESS/EGRESS AREA 30. LILC :Iopment and Civil Engineering Cansuttann uth 166th Lane WA 98188 129-6422 I t 1 1 I 4 -. - J AS PER KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 1? �..,et edge n,phoil L IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED 50 THAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL 2 2 JOB NO. ISSUE DATE R13720 7-20-2013 DESIGNED BY: H. H. PHAN NVHd 'H 'H :AB NMVaG / A I r PER 2009 KING COUNTY SWM FIGURE D.3.4.A SCALE: NONE 1 CHECKED BY: PROJ.MNGR 1 (CITY OF TUKWILA) (CITY OF TUKWILA) GENERAL: • 1 i IL II GRADING AND EROSION CONTROL NOTES: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTIUTIES INSPECTOR AND SCHEDULE A PRECONSIRUCTION . MEETING. 1 1 I ) ni II o I -I � Holm, #saes 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. • 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE UNITS REQUEST A PUBUC WORK UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. CLEARINGMITS AND INSTALL CONSTRUCTION ENTRANCE. 9,.d chain link m .e 16'+r99r� \ \ 1 1 i1 ' t j 1 tt I 1 /08• 069 0 TYP a II a x F. 11 ?'s a 1 o e •� „ .' I 1 \ 11 X40 �.� 1 1 I - - 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBIUTY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONSTRUCTION OPERATIONS CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE . ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE 4. CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE ll•]APORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR SEVEN DAYS OR MORE. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND .CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS DIRECTOR. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT W1LL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION & CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. REVISION DESCRIPTION caor• -Foand rebor ./coo 97022 'Ire 11 • • .. o'' / L -r chain " le 0.a' south J •`-rw"a 3i4' pipe .rune. o log 96593 o calculated corner position.HOURS. link fence MEASURES, THE CONTRACTOR SHA TO COVER MLL: 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL A. PROTECT STOCKPILES AND STEEP CUT AM) FILL SLOPES IF UNWORKED FOR MORE THAN 12 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. B. STOCKPILE, 014 SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 11. AU. SURVEYING FOR PUBLIC FACIUTIES SHALL BE DONE UNDER. THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FL000 CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS ALL AREAS THAT MU. REMAIN UNWORKOED DURING THE WET SEASON TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES RECE VE 'JUL 2u 2O D 3 o calculated corner position. 7. BY OCTOBER 8, SEED (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. Y CO •(;OM116NIlir DL:V43.111-,tr_Nr PLAN12. CALL 48 HOURS W HORIZONTAL GRAPHIC SCALE. 20 10 0 10 20 BEFORE YOU DIG p 1 inch = 20 ft.z 1-800-424-5555 Adorn Short Plat\CADD\Drowings\R13720—PS—DR Jul 20, 2013 — 2:45prn iE TH STREET DEPTH=7.0' 3�(F`fELD-YERIFY) ......._: ` Go o _ n,.:n MIS EX. FIRE HYDRANT p_............ w _..6113B°01.5914, 4' PVT. SEWER • EASEMENT - 20'BSBL III: LO\,J II„nn (6,5115Q` \.,, 4' UTIUTY EASEMENT 9 P"°' 9 -N 50 NOW' IW 60.01 I I il. :I -t 568°01'54"E �\ 20.0' DEP.TH=4.0 i.® �fo'eSBL_ 26, calc::t I,a,d fenc:. 0.4' .,,u 01 PLAN HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch= 20 ft. 10 LEGEND T I J ._4 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 W SS PROPERTY LINE - ADJACENT PROPERTY UNE - ROW CENTERLINE ROW UNE BSBL PROPOSED WATER SERVICE LINE PROPOSED SIDE SANITARY SEWER UNE • CORNER SET WATER METER ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT PROPOSED BUILDING STRUCTURE LEGAL DESCRIPTION THE EAST 60 FEET OF LOT 9, BLOCK 4, FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES OVER AND ACROSS THE WEST 12 FEET OF THE NORTH 150 FEET OF LOT 10 IN SAID BLOCK 4 AS GRANTED RUNNING 4813051. BASIS OF BEARING BASIS OF BEARING FOR THIS SURVEY ARE THE MONUMENT FOUND AT THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 144TH STREET AND THE INTERSECTION OF 42ND AVE SOUTH/SOUTH 148TH STREET. OWNER INFORMATION ADAM NGUYEN 810 -3RD AVE, SUITE #201 SEATTLE, WA 98104 (206) 288-3737 TAX PARCEL NUMBER 0041000544 NOTES: 1. SEE SHEET ECT FOR REMOVAL AND EROSION CONTROL PLAN AND DETAILS. 2. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. EX. GRADE TO BE CONSTRUCTED AT BUILDING PERMIT NOTES: Q PROPOSED RAIN GARDEN FOR ROOF DRAIN (170 SF RAIN GARDEN PER 1000 SF ROOF SURFACE). Q INSTALL 4" PVC PIPE ROOF DRAIN 0 0.50% MIN. 0 INSTALL 2'-4" QUARRY SPALL ROCK (3' X 3' PAD). O INSTALL EMERGENCY OVERFLOW 2"-4" QUAFRY SPALL ROCK (8' WIDE X 10' LONG). 05 PROPOSED 300 SF RUNOFF FILTER STRIP PER DETAIL ON THIS SHEET. © INSTALL 3" WATER METER (BY WATER DIS1lICT #125). CONSTRUCTION NOTES: 07 INSTALL 115 LF 1' WATER SERVICE UNE. O ..ONSTRUCT UTIUTIES TRENCH (POWER, CABLE & TV). O TRENCH & PATCHING OR BORE UNDERNEAIH EXISTING PAVEMENT. ® REMOVE/REPLACE 115 LF 6" PVC SIDE SEWER 0 2.0% MINIMUM SLOPE. INSTALL CLEANOUT AS REQUIRES. 11 REMOVE/REPLACE 15 LF 4' PVC SIDE SEWER 0 2.0% MINIMUM SLOPE AND CONNECT TO EXISTING 4' SIDE SEWER. (CITY OF TUKWILA) UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES IN A TRENCH WITH A 5 FEET MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBUC RIGHT-OF-WAY OR EASEMENT AFTER ASPHALT PAVING. DRIVEWAY FINISH GRADE SLOPE 4" SANDY SOIL 8' SAND OR GRAVEL RUNOFF FILTER STRIP DETAIL SCALE: NONE PLANTING AREA RAIN GARDEN BOTTOM (170 SQ. FT. AREA PER 1,000 SF ROOF)V 18' COMPOST -AMENDED SOIL (CITY OF TUKWILA) PAVEMENT RESTORATION: 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFIWNG OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER. CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REFIACEMENT: 1. ON PRINCIPAL ARTERIAL MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. UTILITIES/SERVICES NATIVE SOIL RAIN GARDEN DETAIL NTS (CITY OF TUKWILA) WORK IN RIGHT-OF-WAY: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11, WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBUC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBUC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBUC. REFERENCE SHEET NO. DR1 SHEET 1 OF 2 SHEETS cn W 1- O Q . J0 a_ I- 50 UQ w Q 1- 0 0 u 0 CO m m N N 0 0 of x x x °c 1n 0 H. H. PHAN m 0 CHECKED BY: PROJ. MNGR: WATER: KING COUNTY WATER DISTRICT #125 3460 SOUTH 148TH STREET SEATAC, WA 98188 (206) 242-9547 SEWER: VALLEY VIEW SEWER DISTRICT 3460 SOUTH 148TH STREET TUKWILA, WA 98168 (206) 242-3236 FIRE: TUKWILA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4404 SCHOOL: GAS: TUKWILA SCHOOL DISTRICT #406 4640 S 144TH ST TUKWILA, WA 98168 (206) 901 - 8000 PUGET SOUND ENERGY 1-800-321-4123 POWER: SEATTLE CITY UGHT (206) 386-1687 TELEPHONE QWEST (800) 526-3557 CABLE COMCAST (253) 288-7532 REVISION DESCRIPTION m 0 w� • N��6vor- B9"01'54"W 0 0 Fars.=sc:.::' IE f3"ornpf.N.303.2 4' PVT. SEWER EASEMENT e,d 01041 ,ink .?.. wood fence .. 4' UTILITY EASEMENT Ij Vtop cf berm it 9 31 10 yer ":UK`.;.' 1.2+1.0-063 3R. rf2=1900003 I a0`1lWW µaG'? S�OMJ0,NkA L L:\Working\R13720 — Adam Short Plot \CADD\Drawings\R13720—PS Jul 20. 2013 — 2: 46pm gum =d ch&n 1 N88.06.18FIA 60.01'Qx ri. .:d ; /4.. pipe. w/to,orh ..a9 3..393 -: rK fence south PLAN HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. 4 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) RLL (CY) FRONTAGE & UTIUTIES 70 0 SEOUENCE OF CONSTRUCTION: 1. FLAG AND STAKE CLEARING UNITS. 2. INSTALL EROSION CONTROL MEASURES (SILT FENCE, ETC.) 3. FIELD LOCATE ALL UTILITIES 4. INSTALL CONSTRUCTION ENTRANCE 5. CLEAR AND GRUB SITE 6. GRADE THE SITE 7. INSTALL SIDE SEWERS AND OTHER SITE MITES; PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW OR EXISTING INLET LOCATIONS 8. CONSTRUCT BUILDING STRUCTURES 9. REMOVE TEMPORARY EROSION CONTROL FACILITY UPON STABIUZATION OF ENTIRE PRO,ECT SITE, AS APPROVED BY THE CITY OF TUKWILA REMOVAL AND CONSTRUCTION NOTES: O INSTALL SILT FENCE, SEE DETAIL 1 THIS SHEET. 0 INSTALL CONSTRUCTION ENTRANCE, SEE DETAIL 2 THIS SHEET. O DEMOIJSH EXISTING GARAGE. ® REMOVE EXISTING CONCRETE PAD AND WALKWAY. O REMOVE EXISTING TREE © EXISTING TREE TO REMAIN. 0 REMOVE EXISTING FENCE JOINTS IN FILTER FABRIC SHALL BE SAUCED AT POSTS USE STAPLES WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2' X 2 X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. Ti 11 II II u u� POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 4' WOOD POSTS. STEEL FENCE POSTS REBAR, OR EQUIVALENT NOTES 6' MAX. I I FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL FILTER FABRIC i UNDISTURBED GROUND 4- MIN BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' - 1.5' WASHED GRAVEL PER 2009 KING COUNTY SWDM FIGURE D.3.3.A SCALE NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBUC ROAD NEW ASPHALT PAVEMENT EDGE OF EXISTING PAVEMENT STN0 �pPD 100' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE / R=25' MIN. DITCH AS PER KING COUNTY ROAD STANDARDS 4' TO 8' QUARRY SPALLS NOTES GEOTEXTILE UNDERLINE Cr, i-. 15' - 15' MIN. PROVIDE FULL WIDE O 5- Z 14 OF INGRESS/EGRESS AREA N CY,Z J S t 7 --, AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. ITIS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KING COUNTY SWUM FIGURE D.3.4.A SCALE NONE w 0 (CITY OF TUKWILA) GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES ESTABLISH THE CLEARING OMITS AND INSTALL CONSTRUCTION ENTRANCE 3. BEFORE ANY GROUND DISTURBANCE OCCURS AU. DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABIUZAIION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT IWLL REMAIN UNWORKED FOR TWO DAYS OR MORE IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED AU. AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS (CITY OF TUKWILA) GENERAL: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTIUDES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBUC WORK UTIUTY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACIUTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. REFERENCE SHEET NO. EC1 SHEET 2 OF 2 SHEETS Q W J l- a- 0 a-0 Uz LWL 0 1� rA 0 0 ZZ Q if J 0a //L cr 0 0 rn m rn 0 O N. z� 0 CO E H. H. PHAN DESIGNED BY: H. H. PHAN CHECKED BY: ce z 0 0_ a REVISION DESCRIPTION m 0 d z O