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HomeMy WebLinkAboutPermit PL14-0025 - DUNBABIN - SHORT PLATDUNBABIN SHORT PLAT 14062 — 33RD AVE S PL14-0025 L14-0037 SHORT PLAT 1 into 4 J WILA, > City of Tukwila y Department of Community Development ;•= 0 6300 Southcenter Boulevard, Tukwila, WA 98188 �.'' Telephone (206) 431-3670 FAX (206) 4313665 SHORT PLAT NUMBER: L 14-0037 DECLARATION Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not 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). In witness whereof we have set our hands and seals. STATE OF WASHINGTON County of King On this day personally appeared before me cLe-.-4- to me known to be the Individual who executed the within and foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this (O'l' day of RL . . 20 t 5 Signature: Name as commissioned: ni-c.J rule: No{z ,y f L (�, My appointment expires: C::" L / i LAND SURVEYOR'S CERTIFICATE I Thomas N. Woldendorp, 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 hereon 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 depicted on the plat fts 31F96‘ SURVEY IN SW 1/4 OF SW 1/4 OF SECTION 15 T. 23 N.,R 4 E., W.M., IN KING COUNTY, WASHINGTON COFORI1ED COPY 20150224900002 P8G LLC PAGE -001 OF 0020 143.00 02/24/2015 10:01 King County Manager Supt of Recons ano r°e,xHw DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST LEGAL DESCRIPTION (OLD► ORIGINAL PARCEL NO. 1523049071 LOT 4 OF CITY OF TUKWILA SHORT PIAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION (NEW) LOTH A PORTION OF LOT4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23°08'12°E 75.39 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, S23°08'12'E 47.84 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S45°4928•E 30.53 FEET, MORE OR LESS, TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY. N89°40'03'E 125.00 FEET; THENCE N00°22'03°E 65.51 FEET; THENCE S89°40'03'W 166.11 FEET, TO THE POINT OF BEGINNING. SUBJECT TO A SIDEWALK, STREET UGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140620000769. SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767. L.02111 A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON. SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'0812'E 75.39 FEET; THENCE N89940'03"E 160.00 FEET; THENCE N00'22'03'E 69.50 FEET, MORE OR LESS, TO THE NORTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID NORTH BOUNDARY, S89'40'03'W 190.07 FEET, TO THE POINT OF BEGINNING. SUBJECT TO A 10' SIDEWALK, STREET UGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140620000769. TOGETHER WITH A PRIVATE SEWER EASEMENT OVER LOT C OF CITY OF TUKWILA SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000063. LOTC A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT4, N89°40'03"E 190.07 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, N89°40'03"E 104.89 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63°32'57"E 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN. S26°27'03"W 51.47 FEET, THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6'34'33' WITH A LENGTH OF 8.95 FEET; THENCE S89°40'03'W 109.37 FEET; THENCE N00922'03"E 69.50 FEET,TO THE POINT OF BEGINNING. SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767 SUBJECT TO A PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT B OF CITY OF TUKWILA SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000063. TOGETHER WITH A PRIVATE DRAINAGE EASEMENT OVER LOT D OF CITY OF TUKWILA SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000062. LOLB: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018. AS RECORDED UNDER RECORDING N0.20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89°40'03"E 294.96 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63°32.57'E 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26°27'03"W 51.47 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6°34'33" WITH A LENGTH OF 8.95 FEET, TO THE POINT OF BEGINNING; THENC, CONTINUING ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 19°30'16', HAVING A LENGTH OF 26.55 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, SOO°22'03'W 39.52 FEET, TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, S89°40'03'W 98.78 FEET; THENCE N00°22'03°E 65.51 FEET; THENCE N89°40'03"E 103.26 FEET, TO THE POINT OF BEGINNING; SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767. SUBJECT TO A PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT C OF CITY OF TUKWILA SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000062. OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS: 813 THOMAS AVE SW RENTON, WA 98057 (208) 550-4363 u 4•1�������-vr i ,, .-r 1' APPROVALS KING COUNTY FINANCE DIVISION VOLUME PAGE I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year, that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this 17770 day of , 20 /< 7� L /h King County Assessor Deputy Assessor Parcel Number(s): 1523049071 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of��.,.- , 20 )5 B -e? Cha t ' =rson, Short Subdivision Committee .420 y :k r •I asp^!' 'tk • ` 1 s5it VICINITY MAP Site Surveying, Inc. • L 14-0037 www.aitesurveymapping.eom 21923 NE 11th Street, Sammamish, WA 98074 Phone: 425.288-4412 DRAWN BY EFJ DATE 12-30-2014 JOB NUMBER 12-134 CHECKED BY TNW SCALE 1=20' SHEET 1 OF 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313870 FAX (206) 431-3665 SHORT PLAT NUMBER: L 14-0037 10 • DUNBABIN SHORT PLAT A PORTION OF THE SW 114 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST NOTES: 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOT C FOR THE BENEFIT OF THE OWNER OF LOT B OF THIS SHORT PLAT. LOT B OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 3. THIS SHORT PLAT CONTAINS A PRIVATE DRAINAGE EASEMENT WITHIN LOT D FOR THE BENEFIT OF THE OWNER OF LOT C OF THIS SHORT PLAT. LOT C OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 4. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE WATER SERVICE PERMITS FROM WATER DISTRICT #115. s GRAPHIC SCALE 0 10 20 \ 30 40 1INCH=20 FT. 10' SIDEWALK STREET LIGHTING AND UTILITY EASEMENT PER KC RECORDING 420140620000769 LOT B 14050 33RD AVE S (12,165 SQ. FT.) 5' BSBL N89°40'03"E 160.00' 166.11' 5' BSBL LOT A 14062 33RD AVE S (9,816 SQ. FT.) BASIS OF BEARINGS ACCEP 1 tD A PLAT BEARING OF N89°40'03"E FOR S 141ST STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED BASED ON TITLE REPORT AS PROVIDED BY TICOR TITLE COMPANY COMMITMENT NUMBER 6493485 DATED MAY 17, 2012 INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL 2. STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE 3. IN MAY 2012 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL. CONDITIONS EXISTING AT THAT TIME, UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND 4. OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE 5. NOTED. NOTES (CONTINUED): 5. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE PERMITS FOR POWER, TELECOMMUNICATIONS AND GAS SERVICE 6. OWNERS OF LOTS B, C AND D SHALL OBTAIN SEPERATE SANITARY SEWER PERMITS FROM VALLEY VIEW WATER DISTRICT. 7. ALL WATER METERS AND UNES TO LOTS SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER FLOW REQUIREMENTS. VOLUME PAGE 8. STEEP SLOPES ON PROPERTY. REFER TO HOLD HARMLESS- SENSITIVE AREA AGREEMENT, RECORDED UNFER KING COUNTY RECORDING NO. aaLW l Q0009o2S °°o 402 ..c 10' PRIVATE SEWER O� 1 CPS- EASEMENT KC REC 820150200000063 N89°40'03"E .96' m 0 N 10 216.50' 125.00' t' N89°40113"E 223.78' 216.06' Q '-o0o� 30-0 JPS G 104.89' S89'40'03'W 105.01' m CO i 10' BSBL LOT C 14119 34TH PL S (8,460 SQ. FT.) 15' SANITARY SEWER EASEMENT KC RECORDING 420140620000767 LOT 3 OF TUKWILA SHORT PLAT L12-018 PER KING COUNTY RECORDING NO. 20140715900001 TOTAL LOT SIZE 36,949 SQUARE FEET AVERAGE LOT WIDTHS: LOT A = 65.50 FEET LOT B = 69.50 FEET LOT C = 69.50 FEET LOT D = 65.50 FEET �6.7 3rs 3.9q, ?Ry SET REBAR � AND CAP (TYPICALL N 0m , YO N 0 1/rypry /45 4 L=26.55' 0=19°30'16' S BSBL L=895' 103.26' N89°40'03°E 109.37' 0-6°3 9.86'i PRNATE 1 / DRAINAGE ! / EASEMENT _/ ii, KC REC 420150209000062 1 w g< ml N ,es I m ..00 'ice 5.01' T z S89'40'03 N 5' BSBL LOT D 1412534THPLS (6,509 SQ. FT.) 98.78' BSBL FOUND BRASS / TACK IN LEAD IN / MONUMENT CASE / m R=78.00' L=35.50' D=19°30'16' Ui M 24' 68.9'401)991V 24.00' T10' PVT. SEWER - EASEMENT PER TU -SP L12-018 / FOUND BRASS TACK IN LEAD IN MONUMENT CASE TRACT A WILDWOOD COURT VOL 72, PG. 95 1.00' WIDE T z w U 0 w m= 0z zo 'oz LL Z L 14-0037 OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS: 813 THOMAS AVE SW RENTON, WA 98057 (206) 550-4363 Site Surveying, Inc. www.sItesurveymapping.com 21929 NE 11th Street, Sammamish, WA 98074 Phone: 425.298-4412 Return Address: Ogc-AK fit/14 /% 06..D '7 I#i A/ 511iPE 9'c/ O7 11 111 1111111 11 11 11 111111 20150209000063 PBG LLC EAS 77.00 PAGE -001 OF 006 02/09/2015 08:52 KING COUNTY, WA 'Z 7t- 42 "' eieauptintortypeinfornist en WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.14) N Document Title(S) (or traniactions conta}lied therein): (all arearapplicable to your document must be filled in) 1. f'/2tl//-T6. S`. :E 3./j /.1/Artrr 1 r Reference Number(s) of Docuinents assigned:,o 4eleased: r7 Additional reference #'s on page .• of document;` ' a01 S6 a °S—C° IC-).-- 7 7 Grantor(s) Exactly as nalne(s)'appear on document 1. O//1S Alb /e 5- 2. • Additional names on page of docuineni. as name(s) appear on doequtent K :: Grantee(s)eeG CA— /7 1. i mi/ �� (} 2. .. Additional names on page of document. Legal`desetiption (abbreviated: i.e. lot, block, plat or�Cection, township, range)'.' e LtT�' cif TY tF pietti -4-sy pG T':; hip >L'i4 - 018_ Additional legal is on.page . .-_ of document. Assesso 'sIProperty Tax Parcel/Account Number 0 Assessorl'ax # not yet assigned 1 ---7.- Q I1 C�'O7r . The Al+ditor/Re%order wiii re1y.on the information provided on this form. The staff will not read the document to verify the accuracy or;completenrss of the indexing information provided herein. "1 am signing beloW;and paying an additipnhl $50recording 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. Fur,,therlrtore; l hereby nnderstahtd that the recording process may cover up or otherwise obscure some pllrl of the text of the original doeument as a result of this request" Signature of Requesting Party Note to submitter: Do not sign above norpay additional 550 fee if;the document meets margin/formatting requirements . • After reeOrding please return to: • ORCOmes, LLC EXCISETAXNOT REQUIREDDept AS # :110c1,DekterAye N, Suite 275 Division Seafile' WA.5.8169. By 20150205000577 ORCAS EAS 74.00 PAGE -001 OF 003 02/0512015 11:58 KING COUNTY, UA • .• . . . PRIyATE.SEWER EASEME . . . 1.1s11N'ONANCE AGREEMENT Reference City of Tqkwili'5hort Plat No. L14-0037 GRANTOR: ORCAS HOMES L1O'--.:(0wriePO1A.4S B and C - City of Tukwila Short Plat No. • L14-0037) GRANTEE: ORCAS HOMESLC of•iots B and C - City ofTukwila Short Plat No. L14-0037) Grantor Legal Description , • •••,:. • .. ,. ••• . ....•. ••• Lot 4 of CityofTukwila Short Plat MS. Li 2-018:; as recorded under recording No. . . . . 20140715900001, records of King County,Washingion. . . • Grantor - Assessorg'Tax Parcel No. 1523049071 Grantee Legal Description Lot 4 oftity.Of Tukwila Short Plat No. L12-018, as recorded under recording No 2014071590.0001,records of King County, Washington. Grantee - Asses6orsT4-Parcel:No. 1523049071 THIS:EASEMENT AGREEMENT is made and entered into by and between the:imdersigned owner (grantor) jfi fee simple of the lansl, described herein. And is for the benefit °Otte Graiitee's property. For and in consideration of the triuttO covenants, akagreement hereinafter expressed and other good and valuable considers ii hand 0d,:'receipt of which is hereby acknowledged, the parties hereto agree as follows:: • „• pageirj of3 The owner of the above described land does hereby define, grant and convey to the re/n an tore owner(s) (Grantee) of the land described as follows: An e#10 ve perpetual Private Sewer Easement over, across, along, in, upon and under that porn:of s .Grantor's land described as follows: PRIVAT SE EASEMENT OVER A PORTION OF LOT C OF ITY OF TiJKWILASHOR PLAT No. L14-0037 LEGAL DESCRIPTIO (* PRIYtI SEWER EASEMENT COMMENCING AT NO THWESF CQRNER OF SAID OT B; THENCE, ALONG THE NORTH BOUNDARY OF I LOT B, NA9°40'03"E 90.07 FEET, TO THE POINT OF BEGINNING; THENCE, CO 0 Atp,&g. SA NORTH BOUNDARY, N89°40'03"E 104 8 PEET ThENC CON4'IMANO ONG SAID NORTH BOUNDARY, S63`32'57"E 304 FEET, MORE OkL SS, TO THE EST MARGIN OF 34TH PLACE SOUTH; THENCE ALONG smi) WS GIN 26°27'03"W 25.14 FEET; THENCE S53°40'03"W 21.86 FEET;i'111‘10E:N24' 4.59 FEET; THENCE N34°00'03"W 22.46 FEET; THENCE S89°40t3"'W 1C01.1 ; THENCE NOO°19'57"W 10.00 FEET, MORE OR LESS, TO THE POINT,OF BEG G. 2. This easement is for the sole purpose oftt oonstrue on, use and rnaintenance of a Private Sewer Easement. 3. Grantee of Lot B shall install any rovements it.sad Pr ate .$ewir Easement at OSsole cost and expetise*d shall continue maintain and shall'onti nein bear U cost of reiiairind maintenance or rep* of said Priv te Sewer Easement.".: • • •,„,.,. " Grantee of Lot 0 shall hold rantor harmless from and against an and I1 claiins.Whieh may be made against Grantor aris g out of the installation, operatien, mai nOce or repair or said PrivateSewei Easement. •. 5. The herein easemen 4.4greement may be amended only with the writte agreement of the Grantee herein„Ais h rk,4nd/cirissigns. This easement a etnent phall run with the land and shall be binding on all partie having or acquiring4ny v 4 t, title .Or interest inthe„Iand descried herein or any part thereof \ INWITNESS WHEREOF, said individual have caused this instrument to be executed this day of S+`' , 20 is . Autktorized Signature STATE OF WASHINGT01 COUNTY OF J iNG On this day personally appeared`before me. fo13uN64/1 jr to me known as the individual(s) described ifi and, who;exeCuted the -Within and foregoing instrument and acknowledged that they signed the same'as their: free and voluntaryact and deed, for the uses and purposes therein stated. . . Dated 374+.5 N 5 , 24515 Notary Public in and 'for the State.of.Washingtbn residing at {q, My appointment expires lA 12;13114,% 1. The Qwner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: :An exclusive perpetual Private Sewer Easement over; across, along, in, upon and under that portion of Sind, Grantor's land describe& as follows: PRIVATE SEWER EASEMENT OVER A PORTION OF LOT C OF CITY OF 1.16V LA:SHORT PLAT No. L14-0037 LEGAL DESCRIPTION OF PRWAIT SEWER EASEMENT AREA: C`'OMMF,NCING AT THE NO1tTHWEST POWER OF SAID LOT B; THENCE, ALONG THE NORTH BOUNDARY OF SAID. LOQ' B,N89°40'03"E 190.07 FEET, TO THE POINT OF BEGINNING; 'THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, N89°40'03"E 104.89'FEET; THENM CON;tNUING ALONG SAID NORTH BOUNDARY, N63°32'57"W 34.04 FEET, MORE OR LESS;; TO,THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE;:AL ONG SAND WEST MARGIN, N26°27'03"E 25.14 FEET; THENCE N53°40'03"E 21.86 FEET;:THBNCE N26°'2'7':03") 24.59 FEET; THENCE N34°00'30"W 22.46 FEET; THENCE S89°40'03"W 1O$.01:;'FEET; THENCE S00°,22'03"W 10.00 FEET, MORE OR LESS, TO THE POINT'OF BEGINNING. 2. This easement is for the sole purpose of The eot struetian use and:maintenance of a Private Sewer Easement. 3. Grantee of Lot B shall install any improvements iu,said Private,Sew'er Easement at iis:sole cost and expense•and shall continue to maintain and shall continue to bear nil cost of repair:and maintenance or repair of said Private Sewer Easement. 4. Grantee: of Lvt;E shall hold Grantor harmless from and against any and.all claims`which may be made against Grantor arising out of the installation, operation, maintenance Or repair or said Private•ewet Easement. 5. The'herein easement and agreement may be amended only with the written agreement of the Grantee herein,:his heirs nd/oi assigns This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, DEPICTION OF 10' PRIVATE SEWER EASEMENT Return Address: 9'8,07 1111 II II I III1U I I''N I I I ['1 20150209000062 PBG LLC EAS 76.00 PAGE -001 OF 005 02/09/2015 08:52 KING COUNTY, UA / L YC /, Sit/jam 27S Please print ortype infortnation WASHINGTON STATE RECORDER'S Cover Sheet (Rcw 65.04) Doci nett Title('s) (or tran$acilons cotitali ied therein): (all areas applicable to your document must be filled in) 1. P1e1'j/A7� i) -" �4C e 04}Z VT, Reference Nuwber(s) of'Docu''inents assigdied:.or•released: Additional reference #'s on page of docuiitent.:2,..506-02. Q_Cr)D p57te Grantor(s) Exactly as name(s)' appear' on dgcun ent 1. 6P //rirt 5 / / 2. Additional names on page of document. Grantee(s) Exactly as name(s) appear on doeutnent:' • 1. d S h1,446S 1,I -Ci 2. , Additional names on page of document. i' Legal description (abbreviated: i.e. lot, block, plat or section, township, Cange)' } L.41- 4 QcF r' of rkteuiica 5-%f041-"4- .JC Li Z-; o!$ AddittonI legal is on page ::. of document. Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned i qQ7/• 0.30 The AUditor/Recorder will rely.'on the information provided on this form. The staff will not read the document to verify tlieaccuracy or:.completeness of the indexing information provided herein. "I am signing beloW.:and paying an additipnai $50.recording fee (as provided in RCW 36.18.010 anti referred to as an emergency nonstandard doeument), because this document does not meet margin and formatting requirements. Fur,,therjnore, I here .y.itnderstand that the recording process may cover up or otherwise obscure some pai`t 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 SSG,fee if;the document meets margin/formatting requirements Atter recording please return to: • •.ORCAS;Hdines, LLC 1loci D.exter'[ve.N, Suite 275 Seattle; WA'95109:. 20150205000578 ORCAS EAS 74.00 PAGE -001 OF 003 02/05/2015 11:58 KING COUNTY, WA EXCISE TAX NOT REQUIRED King Co. 'loco _.o- ision By. PRIVATE"' ARAINAGE EASEMENT . AND -'MAINTENANCE AGREEMENT Reference City of Tukwila)Sbort Plat Np...L1470037 GRANTOR ORCAS HOMES, LLO- (Owner otLots C and D - City of Tukwila Short Plat No. L14-0037) GRANTEE: ORCAS HOMES,'LLC `— (0V/her of`Lots C and D - City of Tukwila Short Plat No. L14-0037) Grantor Legal Description Lot 4 of City of Tukwila Short Plat No. 412-018; as recorded; under recording No. 20140715900001, records of King County;,V 'ashington. Grantor - Assessors Tax Parcel No. 1523049071 Grantee Legal Description Lot 4 of City Tukwila Short Plat No, L12 018, as recorded under recording:Nc 2014071590.0001;'recoids of King County, Washington. Grantee - Assessors Tax'?arcel No. 1523049071 THIS EASEMENT AGREEMENT is made and entered into by and between the'undersigned • owner (grantor).: in fee simple of the land described herein. And is for the benefit of.the Grantee's property. For and in consideration of the mutual covetUants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid receipt ©€.which is hereby acknowledged, the parties hereto agree as follows: Pagel of 3 , 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that 'portion:.of said, Grantor'sland described as follows: PRIVATE,DRAINAGE EASEMENT OVER A PORTION OF LOT D OF CITY OF EUI WILASHORT PLAT No. L14-0037 LEGAL DESCRIPTION OF PRIV'AT'E. DRAINAGE EASEMENT AREA: BEGINN1NG.AT THE NORT'UEASI CORI ,R OF SAID LOT D; THENCE, ALONG 'HIE NORTH:BOUNDARY OF SAID LOT, D, S'89°41)'03"W 9.86 FEET; THENCE S00°19'57"E 31.00 FEET, THENC)Y'N89°4Q:°03"E;5,:00�FEET; TO:;THE WEST BOUNDARY OF TRACT A, WILDWOOD COURT, ACCORDJNG'TO THE PLAT RECORDED UNDER VOLUME 72, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE, ALONG SAID WEST BOUNDARY, N00°2203"E 5.01 FEET, TO;.THE:WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WESTMARGIN, ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 19°30'16", A DISTANCE OF:'26.55 FEET, TO THE OINT. OF BEGINNING.• 2. This easement is for the sole purpose of the. constrtaction;.use and maintenance of a Private Drainage Easement. 3. Grantee of:Lot G shall install any improvements in said:Frivate braipage Easement at its sole cost and expense and shall continue to maintain and shall continue to' bear alt cost'of t'epair and maintenance or repair of said Private Drainage Easement.' 4. Grantee of Iot C sha11 hold Grantor harmless from and against any:and,all clainis which may be made'against Grantor arising out of the installation, operation, maintenance or:repa r or said Private Drainage Easement. 5. The herein easemetitatid agreement may be amended only with the written agreement of the Gratitee hereirt, his heirs and/or assigns. This easement agreement shall ru#i witth,the land and shall be binding on all parties having or acquiring ahynight,;'title'or interest iti the land descried herein or any part thereof Page: 2 of 3 .: IN WATNESS WHEREOF, said individual have caused this instrument to be executed this dayof +h:: ,20 LS' orized Signature STATE OF`WASHINOTON COUNTY OF KING On this day personally appeared before nib .;: p`(�q�ltQ ^ .:. W fiv o to me known as the individual(s) described in and who executed the within, and foregoing instrument and acknowledged that they signed the same as?their free agd,voluntary act`and deed, for the uses and purposes therein stated. /'201, Dated % y1 P 4,0. W fres $oi Notary Public in and `<it:the;;State of.Wasiiington? residing at My appointment expires %&(2 ?O.:(b: DEPICTION OF PRIVATE STORM DRAINAGE EASEMENT After recording please return to: bRCAS.Hornes, LLC 1100' DexterAve.N, Suite 275 Seattle; WA'98109. . I. I1L I'I j II I II I •I I II I 11 I ► 20150205000577 ORCAS EAS 74.00 PAGE -001 OF 003 02/05/2015 KING COUNTY, 11 8 UA EXCISE TAX NOT REQUIRED IGng =i ..: Division By Co./ , Deputy PRIVATE':: SEWER EASEME AND'MAINTENANCE AGREEMENT Reference, City af Tukwila>Short Plat No. L14-0037 GRANTOR: ORCAS HOMES, LLC'- (Owner of Lots B and C - City of Tukwila Short Plat No. L14-0037) GRANTEE: ORCAS HOMES'LLC:- (Owner of'Lots B and C - City of Tukwila Short Plat No. L14-0037) Grantor Legal Description Lot 4 of City of Tukwila Short Plat No. 132-018; as recorded:under recording No. 20140715900001, records of King County;,.Washington. Grantor - Assessors Tax Parcel No. 1523049071 Grantee Legal Description Lot 4 of City of Tukwila Short Plat No. L12-018, as recorded under recordingNo 2014071590001; records of King County, Washington. Grantee - Assessors Tax' Parcel'No. 1523049071 • THIS'EASEMENr AGREEMENT is made and entered into by and between the'undersigned owner (grantor)in fee sithple`of the land., described herein. And is for the benefit of,the Grantee's property. • For and in consideration of the Mutual covenants, anagreement hereinafter expressed and other good and valuable considefatiops, in hand paid; receipt Of which is hereby acknowledged, the parties hereto agree as follows::: ' 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Private Sewer Easement over, across, along, in, upon and under that portion Of said Grantor's land described as follows: PRIVATF SEWER EASEMENT OVER A PORTION OF LOT C OF CITY OF TtJKWILA SHORT PLAT No. L14-0037 LEGAL DESCRIPTION OF PRIVATE SEWER EASEMENT AREA: • • • -.• COMMENCING AT NORTHWEST CORNER OF SAID LOT B; THENCE, ALONG THE NORTH BOUNDARY OP SAID,LOTB, N89°40'03"E 190.07 FEET, TO THE POINT OF BEGINNING; THENCE CONTINIJ1NG ALONG SAID NORTH BOUNDARY, N89°40'03"E 10489 FEET THENqXONTINUING ALONG SAID NORTH BOUNDARY, S63`32'57"E 34.94 FEE MOROZLESS,...T0tHE WEST MARGIN OF 34TH PLACE SOUTH; THENCEi.:AL6Nd SAID WEST mARGIN, S26°27'03"W 25.14 FEET; THENCE S53°40'03"W 21.86 FEET;•.:THgNCEN26°27',037 24.59 FEET; THENCE N34°00'03"W. 22.46 FEET; THENCE S89°4013"W 10501,FEET; THENCE N00°19'57' 10.00 FEET, .3 0 1/ MORE OR LESS, TO THE.PDINT.:DF BEGINNING: 2 644./44.4.44 2. This easement is for the sole purpose of,the On:Smote* use ntenance of a Private Sewer Easement. ..kve. • Mi 0 SC -$1'!.c7 3. Grantee of Lot B shall install any improvements in.said Private Sewer Easement at itt,sole ) cost and expense and shall continue to maintain and sicalfcconOnucito bear all cot of reOak'.and 2 / V maintenanmiir repair of said Private Sewer Easement.. 4C0 41140. 4. GranteeOf LOH shall hold Grantor harmless from and against any ancl..all claiinshieh may be made against Grantor arising out of the installation, operatiOn, Maintenance or repair.or said Private Sewer EaSement. . . , .. . . . . . .. . 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein,,,Iiis heirs:arid/Or:assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any rig,ht, title Or interest in the land descried herein or any part thereof IN*ITNESS WHEREOF, said individual have caused this instrument to be executed this day of 6-1-'s , 20 IS— Authorized Signature •::. , . STATE OF WASHING.t0t4 COUNTY OF KING 1 On this day personally appeared'hefore me foadvCr D141,16411 A 74--yL,to me known as the individual(s) described rn and.Who,:ixeented the Within and foregoing instrument and acknowledged that they signed the $ame..as their free and voiuntary.kt and deed, for the uses and purposes therein stated. • Dated .510\11,t144tii 2.01.5* , „ • , :••• ••• : Notary Public in and:tor the tateofWashingtbn residing at r-Pia-LNit";‘.) 1114 My appointment expires IA 17:6 120 16, After recording please return to: bRCAS.Homes, LLC : ' 1100'Dexter.; ij,ve.N, Suite 275 Seattle; WA'98109. 13111 20150205000578 ORCASEA5 74.00 PACE -001 OF 003 02/05/2015 11:58 KING COUNTY, WA EXCISE TAX NOT REQUIRED ling Co. Reco ! ivision By, •FRIVA'TE DRAINAGE EASEMENT AND:MAINTENANCE AGREEMENT Refereiic City of Tukwila;=Short Plat No. L14-0037 GRANTOR: ORCAS HOME$, LIC - (Owner of Lots C and D - City of Tukwila Short Plat No. L14-0037) GRANTEE: ORCAS HOMESe`LLC:'- (owner oftots C and D - City of Tukwila Short Plat No. L14-0037) i Grantor Legal Description Lot 4 of City of Tukwila Short Plat No. L12 -018a as iecorded:under recording No. 20140715900001, records of King County,;;Washington. Grantor - AssessorsTax Parcel No. 1523049071 Grantee Legal Description Lot 4 of City,df Tukwila Short Plat No. L12-018, as recorded under recording No' 2014071590.0001 a`recoids of King County, Washington. Grantee - Assessors Tax$arcet No. 1523049071 THIS' EASEMENT AGREEMENT is made and entered into by and between the: undersigned owner (grantor)in fee simple:`of the land.. described herein. And is for the benefit ofthe Grantee's property. For and in consideration of the Mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid; receipt Of which is hereby acknowledged, the parties hereto agree as follows::', 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: PRIVATE DRAINAGE EASEMENT OVER A PORTION OF LOT D OF CITY OF T[JKWILA'SHORT PLAT No. L14-0037 LEGAL DESCRIPTION OF PRIVATE DRAINAGE EASEMENT AREA: BEGINNJNG:AT THE NORTHEAST CORNER OF SAID LOT D; THENCE, ALONG THE NORTH;BOUNDARY OF SAD LOT;D, S$9°403"W 9.86 FEET; THENCE S00°19'57"E 31.00 FEET THENCE N89°40;'03"E Sa3RFEET 10;THE WEST BOUNDARY OF TRACT A, WILDWOOD COURT, ACCQRDJNG'TO TOE PLA'• RECORDED UNDER VOLUME 72, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE, ALONG SAID WEST BOUNDARY, N00°224i3"E 5.01 FEET TO;iTHE:;WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID W'EST'MARGIN, ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS; OF 78.00 FEET THROUGH A CENTRAL ANGLE OF 19°30' 16", A DISTANCE OF;26.55'.FEET, I'O T1-I001NT• OF BEGINNING. 2. This easement is for the sole purpose of the::cofistruction;,u$e arid maintenance of a Private Drainage Easement. 3. Grantee of;LotC shall install any improvements in said Private: brijii age Easement at its sole cost and expense., and shall continue to maintain and shall continue alt cost'of repair and maintenance or repair of said Private Drainage"Eaiement. 4. Grantee of L'ot C shall hold Grantor harmless from and against any and X11 claims which may be made:''agairist Grantor arising out of the installation, operation, t'naintenance;or repair or said Private Drainage Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein; his heirs and/or assigns_ This easement agfeeriienf shall run with the land and shall be binding on all parties having or acquiringanyright,.;title'or interest iri"the land descried herein or any part thereof. INNITNESS WHEREOF, said individual have caused this instrument to be executed this 4y Of 57:4-fr‘ , 20 IS- . • orized Signature STATE OF WASHINGTON) COUNTY OF KING On this day personally appeared before inc IC-- to me known as the individual(s) described in and who executed..the within. and foiegOing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Dated Notary Public in and -6vtheState of Washington: residing at Aatt RIA My appointment expires 7.01 • . . . . • . . . •Pag6... 3 3 ":" MEMORANDUM To: Bob Giberson via Joanna Spencer Chris Flores via Don Tomaso Richard Takechi, Finance Department From: Minnie Dhaliwal RE: Dunbabin Short Plat BLA Date: Jan 15, 2015 File: L14-0037 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 CC� (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi (initials) MEMORANDUM To: Bob Giberson via Joanna Spencer Chris Flores via Don Tomaso Richard Takechi, Finance Department From: Minnie Dhaliwal RE: Dunbabin Short Plat BLA Date: Jan 15, 2015 File: L14-0037 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 (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi S 7 (initials) MEMORANDUM To: Bob Giberson via Joanna Spencer Chris Flores via Don Tomaso Richard Takechi, Finance Department From: Minnie Dhaliwal RE: Dunbabin Short Plat BLA Date: Jan 15, 2015 File: L14-0037 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 yourname below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi (initials) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 SHORT PLAT NUMBER: L 14-0037 DECLARATION Know all men by these present that we, the undersigned, owner(s) In fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not 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). In witness wh Name: eof we have set our hands and seals. STATE OF WASHINGTON County of King On this day personally appeared before me ---1;:kohe-✓-4- to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned GIVEN under my hand and official seal this 10.4` day of 6-6.. 20 1. `iNWW11111j114 A#CY A ppry77' Signature: R c -y. L, _= r lb Name as commissioned: 0�r r, A 1 t ei f A�s < m$ h�a1e�H o •ue O Title: N o-1-,.-ri ii,,,kp't" C�' My ePPolrhiment expires: � ! (./ I (o LAND SURVEYOR'S CERTIFICATE I Thomas N. Woldendorp, registered as a land surveyor by the State of Washington, certify that this plat fa 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 hereon 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 IN SW 1/4 OF SW 1/4 OF SECTION 15 T. 23 N:,R. 4 E., W.M., IN KING COUNTY, WASHINGTON RECORDING CERTIFICATE Filed for record at the request of the City of Tukwila this day of . 20 at minutes past M. and recorded in Vo ane of Plats, on page of King Carly. Wares gton. records King County Manager Supt of Records and Elections DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST LEGAL DESCRIPTION (m.% ORIGINAL PARCEL NO.1523049071 LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION (NEWT LOT A• A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY. WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT. 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'081YE 75.39 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, S23.08'12'E 47.84 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S45'49'28'E 30.53 FEET, MORE OR LESS. TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, N89'401K'E 125.00 FEET; THENCE N00'2703'E 65.51 FEET; THENCE S89'40'03'W 166.11 FEET, TO THE POINT OF BEGINNING. SUBJECT TO A SIDEWALK, STREET LIGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140620000769. SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767. LQ.L@: A PORTION OF LOT 4 OF CRY OF TUKWILA SHORT PLAT NO. 1.12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY. WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'08'12'E 75.39 FEET; THENCE N89'4007E 160.00 FEET; THENCE N00'2703'E 69.50 FEET, MORE OR LESS, TO THE NORTH BOUNDARY OF SAID LOT 4; THENCE. ALONG SAID NORTH BOUNDARY, S89'40'03'W 190.07 FEET, TO THE POINT OF BEGINNING. SUBJECT TO A 10' SIDEWALK, STREET LIGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140620000769. TOGETHER WITH A PRIVATE SEWER EASEMENT OVER LOT C OF CITY OF TUKWILA SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000063. LQLCI A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'40'03'E 190.07 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, N89'40'07E 104.89 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63'3757'E 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26'27'03W 51.47 FEET, THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6'34'33' WITH A LENGTH OF 8.95 FEET; THENCE S89'41703W 109.37 FEET; THENCE N00'22'03'E 69.50 FEET,TO THE POINT OF BEGINNING. SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767 SUBJECT TO A PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT B OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000063. TOGETHER WITH A PRIVATE DRAINAGE EASEMENT OVER LOT D OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000062. LODI A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON. SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE (NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'40'03'E 294.96 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63'32'5TE 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26'27'03'W 51.47 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6'34'33' WITH A LENGTH OF 8.95 FEET, TO THE POINT OF BEGINNING; THENC, CONTINUING ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 1910'16', HAVING A LENGTH OF 26.55 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, S00•2203W 39.52 FEET, TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, S89'40'03'W 98.78 FEET; THENCE N00'22'03'E 65.51 FEET; THENCE N89'40113'E 103.26 FEET, TO THE POINT OF BEGINNING; SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767. SUBJECT TO A PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT C OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. 20150209000062. OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS: 813 THOMAS AVE SW RENTON, WA 98057 R06)550-4363 APPROVALS KING COUNTY FINANCE DIVISION VOLUME PAGE I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year, that there are no dellnquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of . 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of , 20 King County Assessor Deputy Assessor Parcel Number(s): 1523049071 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL RECEIVED COMMIJNI I OfVtL(WMENT Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of ,20 Chairperson, Short Subdivision Committee VICINITY MAP Site Surveying, Inc. L 14-0037 wvwsitasurraymapping.com 21923 NE 11th Btraat Sammamish. WA 88074 Phan: 425298.4412 DRAWN BY EFJ DATE 12-30-2014 JOB NUMBER 12-134 CHECKED BY TNN SCALE 1'=2a SHEET OF 2 City of Tukwila Department of Communhy Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (208) 4313670 FAX (206) 431-3665 SHORT PLAT NUMBER: L 14-0037 a DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST NOTES: ' 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOT C FOR THE BENEFIT OF THE OWNER OF LOT B OF THIS SHORT PLAT. LOT 8 OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 3. THIS SHORT PLAT CONTAINS A PRIVATE DRAINAGE EASEMENT WITHIN LOT D FOR THE BENEFIT OF THE OWNER OF LOT C OF THIS SHORT PLAT. LOT C OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 4. OWNERS OF LOTS 8. C 8 D SHALL OBTAIN SEPERATE WATER SERVICE PERMITS FROM WATER DISTRICT8115. N89'40'03'E NOTES (CONTINUED):. 5. OWNERS OF LOTS 8, C 8 D SHALL OBTAIN SEPERATE PERMITS FOR POWER, TELECOMMUNICATIONS AND GAS SERVICE 6. OWNERS OF LOTS B, C AND 0 SHALL OBTAIN SEPERATE SANITARY SEWER PERMITS FROM VALLEY VIEW WATER DISTRICT. 7. ALL WATER METERS AND UNES TO LOTS SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER FLOW REQUIREMENTS. 8. STEEP SLOPES ON PROPERTY. REFER TO HOLD HARMLESS- SENSITIVE AREA AGREEMENT, RECORDED UNFER KING COUNTY RECORDING NO. 06) to PRIVAE1°JO�MKC E�OS 294.96' 620150209000083' \ \' ra N \\ \� Nw\ \ SSRL N89°40'03"E 160.00' iNd S GRAPHIC SCALE 10 0 10 20 40 11NCH=20 FT. 190.or s BSBL LOT B 14050 33RD AVE S (12,165 SQ. FT.) b • II 0 104.89' E89'4ao3 W 105.01' b } 10' BS& LOT C 14119 34TH PL S. (8,460 SQ. FT.) L=26.55' D=19'30'16' N89'40'03"E 109.37' a Ate •Qq, • SET REBAR St S12 AND CAP 2(TVPICAL)), , • 00 1/ O 2ry4/'ti% o14 • 4,c& ry b /,' . *2N? L=8.95 D=6'34'33' \ 30 \L 1041 \ • \ . 9C 10' SIDEWALK STREET UGHTING AND UTILITY EASEMENT PER KC ' RECORDING 520140620000789 ? \ \ BASIS OF BEARINGS ACCEPTED A PLAT BEARING OF N89°40'03"E FOR S 141ST STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES • 1. THIS SURVEY WAS COMPLETED BASED ON TITLE REPORT AS PROVIDED BY TICOR TITLE COMPANY COMMITMENT NUMBER 6493485 DATED MAY 17, 2012 INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL 2. STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE 3. IN MAY 2012 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND 4. OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTIUTIES MAY VARY AND UTIUTIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE 5. NOTED. 166.11'. S BSBL LOT A 14062 33RD AVE S (9,816 SQ. FT.) } TOTAL LOT SIZE 36,949 SQUARE FEET AVERAGE LOT WIDTHS; LOT A = 65.50 FEET LOT B = 69.50 FEET LOT C = 69.50 FEET LOT D = 65.50 FEET OWNERS): ORCAS HOMES, LLC 008 DUNBABIN, SR. ADDRESS: 813 THOMAS AVE SW RENTON, WA 980.57 (a08) 550-4383 N89'40'03'E 223.78' 218.06' W tn o, o N m• 02 b 15' SANITARY SEWER EASEMENT KC RECORDING 520140820000787 LOT 3 OF TUKWIIA SHORT PLAT L12-018 PER KING COUNTY RECORDING NO. • 20140715900001 S BSBL 103.26' PRIVATE DRAINAGE EASEMENT KC REC 620150209000062 LOT D 1412534THPLS (6,509 SQ. FT.) 7.5' 8591. 9.88' L' S89'4o'03w R=78.00' L=35.50' D=19'30'16' 5.01' 24' S89'40'031W 24.00' 10' PVT. SEWER EASEMENT PER TU -SP 112-018 r VOLUME PAGE FOUND BRASS / TACK IN LEAD IN / MONUMENT CASE / . / FOUND BRASS - TACK IN LEAD IN MONUMENT CASE 12 TRACT A WILDWOOD COURT VOL 72, PG. 95 1.00' WIDE Site Surveying, Inc. www.altesurveymapping.com 21923 NE 11th Sheet. SanmamIsll, WA 98074 Phone: 425.293.4412 L 14-0037 DRAWN BY EFJ DATE 1230.2014 JOB NUMBER 12-134 CHECKED BY TNW SCALE 1'•20' SHEET 2 2 OF L_/ --D8 . RECEIVED JAN 0 8 2015 OFVbLUPMFNT Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use HOLD HARMLESS - SENSITIVE AREA Grantor/Borrower: ORCAS HOME, LLC Grantee/Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): Section/Township/Range: SW1/4 OF THE SW1/4, SEC. 15-T23N-R4E, WM Assessor's Tax Parcel Number(s): 1523049071 Property Legal Description (abbreviated): LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON Page 1 of 7 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between ORCAS HOMES, LLC , (Individual(s), ("Grantor), and the City of Tukwila, a Washington municipal corporation ("Grantee"). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of subdivision plat approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said subdivision plat approval, land use permits, and/or construction permits for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained -for agreement, which includes a waiver of liability that runs with the land for riskscreated by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing subdivision plat approval and/or other development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, Page 2 of 7 employees, agents, and assigns for any Toss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantor will maintain continuous insurance coverage as required by the permit authorizing the development. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. Page 3 of 7 STATE OF WASHINGTON) )ss. County of King I certify that I know or have satisfactory evidence that ?OM-- A/617•5/4 is person(s) who appeared before me, and said individual(s) acknowledged that he/she/they signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned inf this instrument. Dated J/ 5 Ze)/S My appointment expires 01qu1HUS4* WY..?,p;k1 a 4, Notary Public in and for the State of Washington `f es atZ� oz 41, /4. Pires titonimulto Page 4 of 7 DATED this day of , 2015. GRANTEE: CITY OF TUKWILA Mayor ATTEST: City Clerk STATE OF WASHINGTON ) ss. County of King On this day of , 2015, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he/she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name NOTARY PUBLIC in and for the State of Washington, residing at Page 5 of 7 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON. Page 6 of 7 EXHIBIT "B" DEPICTION OF SENSITIVE AREA WcP S89°40'03"W 109.18' RECEIVED JAN 08 2015 CO MMiuvi 1 Y 1)f_VEL.UNMEt4T STEEP SLOPE AREA S83°5818'E 116.64'') .0.0..84'g8 n) fi7•cb V aI „2)- 1,-,k1 00 a7ti 1 ')0a0A -- —.J �G \ N89°40'03"E 10.0' SIDEWALK, STREET LIGHTING & U77LITY EASEMENT (r KC RECORD #20140620000769 LOT A \-� F-N84°18'4Lw 48.0' ROW 1 HORIZONTAL GRAPHIC SCALE 30 15 0 15 30 1 inch = 30 ft. .r• \ 15' SEWER EASEMENT KC RECORDING #20140620000767 Page 7 of 7 After recording please return to: Robert Dunbabin Sr. C/O Ed Flanigan 1300 Dexter Ave N Seattle, WA 98109 RECEIVED JAN 08 2015 ,,a'MENr PRIVATE DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L14-0037 GRANTOR: ORCAS HOMES, LLC — (Owner of Lots C and D - City of Tukwila Short Plat No. L14-0037) GRANTEE: ORCAS HOMES, LLC — (Owner of Lots C and D - City of Tukwila Short Plat No. L14-0037) Grantor Legal Description Lot 4 of City of Tukwila Short Plat No. L12-018, as recorded under recording No. 20140715900001, records of King County, Washington. Grantor - Assessors Tax Parcel No. 1523049071 Grantee Legal Description Lot 4 of City of Tukwila Short Plat No. L12-018, as recorded under recording No. 20140715900001, records of King County, Washington. Grantee - Assessors Tax Parcel No. 1523049071 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties heretoagree as follows: Page 1 of 3 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: PRIVATE DRAINAGE EASEMENT OVER A PORTION OF LOT D OF CITY OF TUKWILA SHORT PLAT No. L14-0037 LEGAL DESCRIPTION OF PRIVATE DRAINAGE EASEMENT AREA: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT D, S89°40'03"W 9.86 FEET; THENCE S00°19'57"E 31.00 FEET; THENCE N89°40'03"E 5.00 FEET, TO THE WEST BOUNDARY OF TRACT A, WILDWOOD COURT, ACCORDING TO THE PLAT RECORDED UNDER VOLUME 72, PAGE 95, RECORDS OF KING COUNTY, WASHINGTON; THENCE, ALONG SAID WEST BOUNDARY, N00°22'03"E 5.01 FEET, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 19°30'1'6", A DISTANCE OF 26.55 FEET, TO THE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Private Drainage Easement. 3. Grantee of Lot C shall install any improvements in said Private Drainage Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Private Drainage Easement. 4. Grantee of Lot C shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Private Drainage Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 20 Authorized Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day personally appeared before me to me known as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that`they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 3 After recording please return to: RECEIVED 'JAN 08 2015 OOMMUNI 1 Y DEVELOPMENT Robert Dunbabin Sr. C/O Ed Flanigan 1300 Dexter Ave N Seattle, WA 98109 PRIVATE SEWER EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L14-0037 GRANTOR: ORCAS HOMES, LLC — (Owner of Lots B and C - City of Tukwila Short Plat No. L14-0037) GRANTEE: ORCAS HOMES, LLC — (Owner of Lots B and C - City of Tukwila Short Plat No. L14-0037) Grantor Legal Description Lot 4 of City of Tukwila Short Plat No. L12-018, as recorded under recording No. 20140715900001, records of King County, Washington. Grantor - Assessors Tax Parcel No. 1523049071 Grantee Legal Description Lot 4 of City of Tukwila Short Plat No. L12-018; as recorded under recording No. 20140715900001, records of King County, Washington. Grantee - Assessors Tax Parcel No. 1523049071 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: Page 1 of 3 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Private Sewer Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: PRIVATE SEWER EASEMENT OVER A PORTION OF LOT C OF CITY OF TUKWILA SHORT PLAT No. L14-0037 LEGAL DESCRIPTION OF PRIVATE SEWER EASEMENT AREA: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT B; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT B, N89°40'03"E 190.07 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, N89°40'03"E 104.89 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63°32'57"E 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN,S26°27'03"W 25.14 FEET; THENCE S53°40'03"W 21.86 FEET; THENCE N26°27'03"E 24.59 FEET; THENCE N34°00'03"W 22.46 FEET; THENCE S89°40'03"W 105.01 FEET; THENCE N00°19'57"W 10.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Private Sewer Easement. 3. Grantee of Lot B shall install any improvements in said Private Sewer Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Private Sewer Easement. 4. Grantee of Lot B shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Private Sewer Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 2 of 3 IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 20 Authorized Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day personally appeared before me to me known as the individual(s) described in and who executed the within and foregoing_ instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Dated Notary Public in and for the State of Washington residing at My appointment expires Page 3 of 3 CITY OF TUK1L Public Works De Permit Center 6300 Southcenter Blv Tukwila, IYA 98188 huv://www.TukwilaPITA. L/2-/-3 Permit No. C / Gr CV Project No. Date Application Accepted:)(/rie/L-5' Date Application Expires: Cx%4g4 (For off ice use only) TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION 33.eJ.) 1 King Co. Assessor's Tax No.: 1��3Oytg07/ Site Address: /g01. 33 Q�3 Avf 5 , Suite Number: Tenant Name: P41A/g/4,3i Al S-11-40‹.7— PROPERTY a‹.t— PROPERTY OWNER Name: (... DGdivi' R./ . Address: /300 p'j' A -u__ JV .Susie City: S'��'-TG--- State:um_ Zip:'ov CONTACT PERSON - person receiving all project communication . Name: 7G 74,414I, Address: 6;3 b S'; /6,C 774 GA_ ot_y City: �� �, � State: Zip: q- 19 Phone: 40-6, _cvg % .....6yF z. Email: g ,N .ere Y� J� �I•�1 /�Dl�.CpA�1 Scope of Work (please provide detailed information): 6,.1)%0 f -ATG- 7b ,-(h1. Type of Existing Use: Is existing building vacant? Yr Size of Existing Use: For how long? itfvruT S Type of work: ❑ New ❑ Addition ❑ Change of use ❑ Remodel D Tenant Improvement Type of Proposed Use: F(77". Sf� Size of Proposed Use: ..2r 5-1=-744-.)-.7-• PERMIT APPLICATION NOTES Expiration - The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. If the submittal is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance attic notice. Once the associated development pennit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC 9.50. Transferability - A certificate of concurrency is not transferable to other land, but may be transferred to new owners of the original land. A certificate of concurrency shall apply only to the specific land use, density, and intensity described in the application for a development permit or building permit. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUT ED AGENT: Signature: Date: /Z -P, -z77� # �,ePrint Name: •..� Day Telephone: "'Z--.2 % —�C b6 fr- Mailing Address: 6736 S. /66± 4/(/C SA -7-7 .9`/e.8. City State Zip City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-0670 FAX (206) 4313685 SHORT PLAT NUMBER: L 14-0037 DECLARATION Know all men by these present that we, the undersigned, owners) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not 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). In witness whereof we have set our hands and seals. Name: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes thereln mentioned. GIVEN under my hand and official seal this day of 20 Signature: Name as commissioned: Title: My appointment expires: LAND SURVEYOR'S CERTIFICATE , 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 hereon correctly; and that monuments other than those monuments approved for setting at a Tater date, have been set and lot comers staked on the ground as depicted on the plat DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST LEGAL DESCRIPTION (OLD' ORIGINAL PARCEL NO.1523049071 LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON LEGAL DESCRIPTION MBI LILA: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'08'1YE 75.39 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, S23'08'12'(47.84 FEET;3HENCE, CONTINUING ALONG SAID EAST MARGIN, S45'49'28'E 30.53 FEET, MORE OR i:ESS, TUTHE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, N89'40'03'E 125.00 FEET; THENCE N0012'03'E 65.51 FEET; THENCE S89'40'03'N 166.11 FEET, TO THE POINT OF BEGINNING SUBJECT TO A SIDEWALK, STREET UGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140620000769 '1 SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767 J LQLB: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018; AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'08'12"E 75.39 FEET; THENCE N89'40'03'E 160.00 FEET; THENCE N00'22'03"E 69.50 FEET, MORE OR LESS, TO THE NORTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID NORTH BOUNDARY, S89'40'03"W 190.07 FEET, TO THE POINT OF BEGINNING SUBJECT TO A 10' SIDEWALK, STREET UGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140620000769 TOGETHER WITH A PRIVATE SEWER EASEMENT OVER LOT C OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. LOT C: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'40'03'E 190.07 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, N89'40'03'E 104.89 FEET; THENCE. CONTINUING ALONG SAID NORTH BOUNDARY, S63'32'5rE 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26'27'03'W 51.47 FEET, THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6'34'33' WITH A LENGTH OF 8.95 FEET; THENCE S89'40'031N 109.37 FEET; THENCE N00'22'03'E 89.50 FEET,TO THE POINT OF BEGINNING. SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620007767 SUBJECT TO A PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT B OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. TOGETHER WITH A PRIVATE DRAINAGE EASEMENT OVER LOT D OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. LOT D: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'40'03'E 294.98 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S83'32'5TE 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S28'27'03'W 51.47 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6.34'33' WITH A LENGTH OF 8.95 FEET, TO THE POINT OF BEGINNING; THENC, CONTINUING ALONG SAID CURVE TO 1 HE LEFT, THROUGH A CENTRAL ANGLE OF 19'30'16', HAVING A LENGTH OF 26.55 FEET; THENCE. CONTINUING ALONG SAID WEST MARGIN, 500'22'031N 39.52 FEET, TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, S89'40'03'W 98.78 FEET; THENCE N00'22'07E 65.51 FEET; THENCE N89'40'03'E 103.26 FEET, TO THE POINT OF BEGINNING; SUBJECT TOA SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767 SUBJECT TO A PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT C OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. APPROVALS KING COUNTY FINANCE DIVISION VOLUME PAGE 1 certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year, thatthere are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid In full. This day of . 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of ,20 King County Assessor Deputy Assessor Parcel Number(s): 1523049071 RECEIVED JAN 082015 COMMUNI I Y.' DEVhLOPMFJ4r TUKWILA SHORT SUBDIVISIO I COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of , 20 Chairperson, Short Subdivision Committee t 4 V 3- - I, ,mom ma 1t a semi>t� -�' ayx IL 1». j'• r_, .xeea II I I. v`.ew: nwae, _ita crJ�.._ siaina '. 1 i� 3-yaYueT '-'7'":':'-'0ES r""�i�MRa1 . S-1,•21. J.�Y•?Na.._ _��S'„di'a•-•��j 5 - D �� y ,d� �..a, a=n�.-_--�;�4.enxtif -�--t,.,kal'..------".,-,:-.....:,---.. F yy • a 1 �SEOn,&..-1l .9560n11. � { - "..., H_5, r4 f f_.�s;sa,.x '" �r'. a;sa+s:' • I� vt79m9� 44� t VICINITY MAP L 14-0037 SURVEY IN SW 1/4 OF SW 1/4 OF SECTION 15 T. 23 N.,R. 4 E., W.M.. IN KING COUNTY, WASHINGTON RECORDING CERTIFICATE Fled for record et the request of the CAN of Tukwla els day of . 20 , at minutes past M, and recorded in Volume of Plats, on page remade of King County, Washington. King County Manager Supt of Records end Elections OWNER(Sk ORCAS HOMES, LLC 808 OUNBABIN, SR. ADDRESS: 813 THOMAS AVE SW RL•NTON, WA 98057 (206) 550.1363 -30.2014 Site Surveying, Inc. www.sltssurveymapping.com 21823 NE 11th Stmt, SsmmarNah, WA 98074 Phan: 425298-4412 DRAWN BY EFJ DATE 12-30-2014 JOB NUMBER 12-134 CHECKED BY 1'=20' SHEET OF City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206) 431-3665 SHORT PLAT NUMBER: L 14-0037 \ w 190.07' 5' 858E LOT B 14050 33RD AVE S (12,165 SQ. FT.) ��y \ .. • 5' BSEL N89'40'03'E 160.00' DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST 1 N89•40 3•E 294.98' 11$ 0 NOTES: VOLUME PAGE 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOT C FOR THE BENEFIT OF THE OWNER OF LOT B OF THIS SHORT PLAT. LOT B OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 3. THIS SHORT PLAT CONTAINS A PRIVATE DRAINAGE EASEMENT WITHIN LOT D FOR THE BENEFIT OF THE OWNER OF LOT C OF THIS SHORT PLAT. LOT C OF THIS SHORT PLAT 15 RESPONSIBLE FOR MAINTENANCE. 4. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE WATER SERVICE PERMITS FROM WATER DISTRICT #115. • 5. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE PERMITS FOR POWER, TELECOMMUNICATIONS AND GAS SERVICE 6. OWNERS OF LOTS B, C AND SHALL OBTAIN SEPERATE SANITARY SEWER PERMITS FROM VALLEY VIEW WATER DISTRICT. 7. ALL WATER METERS AND UNES TO LOTS SHALL SUPPORT RESIDENTIAL. FIRE SPRINKLER FLOW REQUIREMENTS. 9 STEE/° SLoPE,s o,LJ ,o. o a/2TV Dsz c REFEre 7a hl�C•G SS - SSAJS .‘000 A�1EN �S P E,t.eM7 , K/ 4 cocci �J R-Erv/eo/ /'S Ado 0 - / FOUND BRASS 4,8,3 TACK IN LEAD IN 32 / MONUMENT CASE / 104.89' 2 b LOT C 14119 34TH PL S (8,460 SQ. FT.) S 838L L=26.55' D=19'30'16' N89'40.03'E 109.37' 1/ w L=8.95 D=8'34'33' set 10' SIDEWALK STREET UGHTNG AND UTILITY EASEMENT PER KC RECORDING 020140620000789 LOT A 14062 33RD AVE S (9,816 SQ. FT.) EXISTING HOUSE LOTD 14125 34TH PL S (6,509 SQ. FT.) R=78.00' L=35.50' D=19'30'16 5.01' 24' r 182-- 7.5' BSB. N89'4093'E I . 15' SANITARY SEWER EASEMENT KC RECORDING 020140820000787 s GRAPHIC SCALE 10 0 10 20 1INCH=20 FT. 125.00' a J N89'40'03'E 223.78' 218.08' BASIS OF BEARINGS ACCEPTED A PLAT BEARING OF N89'40'03'E FOR S 141ST STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED BASED. ON TITLE REPORT AS PROVIDED BY TICOR TITLE COMPANY COMMITMENT NUMBER 6493485 DATED MAY 17, 2012 INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL 2. STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE 3. IN MAY 2012 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND 4. OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTIUTIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE 5. NOTED. TOTAL LOT SIZE 36,949 SQUARE FEET. AVERAGE LOT WIDTHS. LOT A = 65.50 FEET LOT B = 69.50 FEET LOT C = 69.50 FEET LOT D = 65.50 FEET OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS 813 THOMAS AVE SW RENTON, WA 88057 (208) 550.4363 LOT 3 OF TUKWILA SHORT PLAT L12-018 PER . KING COUNTY RECORDING NO. 20140715900001 S89.40'03'W 24.00' T 10' PVT. SEWER EASEMENT PER TU -SP L12-018 S 7't u docs nof- AI% 414(244 'ere / 7ye.,)i:ser FOUND BRASS TACK IN LEAD IN MONUMENT CASE TRACT A WILDWOOD COURT VOL 72, PG. 95 1:00' WIDE N Site Surveying, Inc. rAvw.2R.survaymspping.ccm 21923 NE 11th Shpt, Sammanlsh, WA 98074 Phone: 425299-4412 L 14-0037 DRAWN BY EFJ DATE 1230.2014 JOB NUMBER 12-134 CHECKED BY TNW SCALE 1's 20' SHEET 2 OF 2 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Notice of Decision October 24, 2014 Han Phan PE 5130 s 166TH Lane SeaTac WA 98188 RE: Short Plat L14-0037 14062 33rd Ave S., Tukwila, WA 98168 Dear Mr. Phan: The Short Subdivision Committee has completed review of your short plat application (No. L14- 0037), 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. 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) Revise the Short Plat Survey Map as follows: a) Confirm that the parcel number 1523049071 is the correct parcel number as the first short plat with this parcel number has been recorded. b) Label the assigned addresses as follows on sheet 2 of 2: Lot A -14062 33rd Ave S Lot B -14050 33rd Ave S Lot C -14119 34th PI S Lot D-14125 34th PI S c) Add Tax Parcel # at the Old Legal Description d) Add the following notes on Site Survey sheet 2 of 2: i) Owners of lots B, C and D shall obtain separate sanitary sewer permits from Valley View Water District. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington. 98188 • Phone 206-431-3670 • Fax: 206-431-3665 ii) All water meters and lines to lots shall support residential fire sprinkler flow requirements. 2) Applicant shall execute the attached Traffic Concurrency Test Application and pay $300.00 application fee to Public Works. 3) Due to the presence of steep slopes applicant shall execute Hold Harmless Sensitive Area Agreement. 4) Site design shall be per Dunbabin Short Plat civil plans job no. R12100, prepared by Han Phan, PE, sheets 4 of 4 dated 10-10-2014, and Ages, LLC Geotechnical Engineering Services LLC Plan Review Letter dated Sept 30, 2014. Access driveway for existing home on Lot A shall be shown and at least two parking spaces shall be provided for the existing home. Also, the access drive for Lot B shall be revised so that the parking on the driveway does not impede the 10 wide sidewalk easement. 5) Separate individual civil site plans for each lot prepared by the short plat engineer of record, Mr. Han Phan, P.E. shall be submitted with building permits for lots B, C and D. 6) Applicant shall contact Valley View Sewer District regarding private sanitary sewer easement. Meets & bounds easement legal description shall be required. The Sewer District might require their own easement format. Private sanitary sewer easement document shall be submitted to PW for review before recording. If per Valley View Sewer District a separate easement document is not required for recording, private sewer easement information shall be included on the short plat legal descriptions of lots B and C. 7) Private storm drainage easement with spelled out maintenance responsibilities shall be submitted to PW for review. It shall include maintenance responsibility, meets and bounds legal description. A permit application was submitted to PW on October 22, 2012 for construction of this common storm drainage system. If separate easement document is not required easement and maintenance responsibility shall be spelled out on the plat with legal descriptions of lots C and D. 8) Applicant shall contact KC Recorder's office and clarify that Valley View Easement recorded under KC recording #20140620000767 shall be indexed as an easement and not as government lien. 9) Show existing fire hydrant on S 33`d Ave S installed by WD #125 under a Public Works permit. Project will require a fire hydrant on 33' Ave S with a minimum of 1000 GPM fire flow. Fire hydrant that was installed for the adjacent short pat may exceed travel distance. Please provide documentation from WD#125 with the public works permit on how the fire flow requirements are being met. 10) $37,242.00 shall be paid to the City in lieu of frontage improvements per KC recording #20140703000856. 11) Any trees removed as part of the short plat or home construction that are on 15% slope or more are subject to replacement requirements of TMC 18.54 Page 2 of 4 Informational Items that will apply to future construction permits: 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 - enclosed. NEXT STEPS: 1. Construction permits: 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 City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) Type 'C' permit. A Street Use will be part of this permit and bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way is required. For utilities provided by other entities, contact the individual providers. 2. Final Approval: Submit documents for final approval. After installing the required site improvements and complying with the conditions of approval submit the necessary short plat documents (survey, legal descriptions, and other required paper work) for city signatures. 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, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. 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. 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 copies of the recorded documents are provided to the Department of Community Development. 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. 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 of Community Development. EXPIRATION OF PRELIMINARY APPROVAL The final approved short plat must be filed with the King County Department of Records within 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. Page 3 of 4 APPEAL RIGHTS 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. 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. If you have any questions about this matter please direct them to the project planner, Minnie Dhaliwal. She can be reached by phone at 206-431-3685. Sincerely ee k Pace air, Short Subdivision Committee cc: Bob Giberson, Public Works Director , (please initial your approval) Chris Flores Fire Chief '�` lease initial � p your approval) Robert Dunbabin Sr, Owner King County Assessor, Accounting Division Page 4 of 4 PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 22, 2014 PROJECT: Dunbabin Short Plat 14062 33rd Ave S PERMIT NO: L14-0037 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) Applicant shall execute the attached Traffic Concurrency Test Application and pay $300.00 application fee to Public Works. 2) Add Tax Parcel # at the Old Legal Description add show addresses for each lot. 3) Due to presence of steep slopes applicant shall execute Hold Harmless Sensitive Area Agreement. 4) Site design shall be per Dunbabin Short Plat civil plans job no. R12100, prepared by Han Phan, PE, sheets 4 of 4 dated 10-10-2014, and Ages, LLC Geotechnical Engineering Services LLC Plan Review Letter dated Sept 30, 2014. 5) Separate individual civil site plans for each lot prepared by the short plat engineer of record, Mr. Han Phan, P.E. shall be submitted with building permits for lots B, C and D. 6) Add note on Site Survey sheet 2 of 2: a) Owners of lots B, C and D shall obtain separate sanitary sewer permits from Valley View Water District. 7) Applicant shall contact Valley View Sewer District regarding private sanitary sewer easement. Meets & bounds easement legal description shall be required. The Sewer District might require their own easement format. Private sanitary sewer easement document shall be submitted to PW for review before recording. If per City Atty a separate easement document is not required for recording, private sewer easement information shall be included on the short plat legal descriptions of lots B and C. 8) Private storm drainage easement with spelled out maintenance responsibilities shall be submitted to PW for review. It shall include maintenance responsibility, meets and bounds legal description. A permit application was submitted to PW on October 22, 2012 for construction of this common storm drainage system. If per City Atty separate easement document is not required easement and maintenance responsibility shall be spelled out on the plat with legal de4scriptions of lots C and D. 9) Applicant shall contact KC Recorder's office and clarify that Valley View Easement recorded under KC recording #20140620000767 shall be indexed as an easement and not as government lien. 10) Show existing fire hydrant on S 33' Ave S installed by WD #125 under a Public Works permit. 11) $37,242.00 shall be paid to the City in lieu of frontage improvements per KC recording #20140703000856. W:Other/Joanna/commentsL 14-0037a.doc PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 22, 2014 PROJECT: Dunbabin Short Plat 14062 33rd Ave S PERMIT NO: L14-0037 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) Applicant shall execute the attached Traffic Concurrency Test Application and pay $300.00 application fee to Public Works. 2) Add Tax Parcel # at the Old Legal Description add show addresses for each lot. 3) Due to presence of steep slopes applicant shall execute Hold Harmless Sensitive Area Agreement. 4) Site design shall be per Dunbabin Short Plat civil plans job no. R12100, prepared by Han Phan, PE, sheets 4 of 4 dated 10-10-2014, and Ages, LLC Geotechnical Engineering Serviices LLC Plan Review Letter dated Sept 30, 2014. 5) Separate individual civil site plans for each lot prepared by the short plat engineer of record, Mr. Han Phan, P.E. shall be submitted with building permits for lots B, C and D. 6) Add note on Site Survey sheet 2 of 2: a) Owners of lots B, C and D shall obtain separate sanitary sewer permits from Valley View Water District. 7) Applicant shall contact Valley View Sewer District regarding private sanitary sewer easement. Meets & bounds easement legal description shall be required. The Sewer District might require their own easement format. Private sanitary sewer easement document shall be submitted to PW for review before recording. If per City Atty a separate easement document is not required for recording, private sewer easement information shall be included on the short plat legal descriptions of lots B and C. 8) Private storm drainage easement with spelled out maintenance responsibilities shall be submitted to PW for review. It shall include maintenance responsibility, meets and bounds legal description. A permit application was submitted to PW on October 22, 2012 for construction of this common storm drainage system. If per City Atty separate easement document is not required easement and maintenance responsibility shall be spelled out on the plat with legal de4scriptions of lots C and D. 9) Applicant shall contact KC Recorder's office and clarify that Valley View Easement recorded under KC recording #20140620000767 shall be indexed as an easement and not as government lien. City of Tukwila Department of Community Development RECEIVE' OCT1032014 PUBLtC \NOR, FILE NUMBER L14-0037 Land Use Routing form for Revisions TO: ['Building ❑ Fire Dept. ❑ Police Dept 111Parks/Rec Public Works: (please list the name) Project: Dunbabin Short Plat Address: 14062 33' Ave S Date transmitted: 10/3/2014 Response requested by: 10/17/2014 Planner: Minnie Dhaliwal Date response received: COMMENTS Please review and provide me your comments and conditions for preliminary approval. Se.0 ai7ladittet to(2i I t PW �o�s DRC review requested Plan submittal requested L'tvt Planapproved Plan check date: 1012-1 N Comments prepared by: L 14- 0037 PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 21, 2014 PROJECT: Dunbabin Short Plat 14062 33rd Ave S PERMIT NO: L14-0037 PLAN REVIEWER: Contact Joanna Spencer (206) 431-2440 if you have any questions regarding the following comments. 1) Applicant shall execute the attached Traffic Concurrency Test Application and pay $300.00 application fee to Public Works. *- 2) Add Tax Parcel # at the Old Legal Description add show addresses for each lot„ 3) Due to presence of steep slopes applicant shall execute Hold Harmless Sensitive Area Agreement. 4) Site design shall be per Dunbabin Short Plat civil plans job no. R12100, prepared by Han Phan, PE, sheets 4 of 4 dated 10-10-2014, and Ages, LLC Geotechnical Engineering Services LLC Plan Review Letter dated Sept 30, 2014. 5) Add note on Site Survey sheet 2 of 2: a) Owners of lots B, C and D shall obtain separate sanitary sewer permits from Valley View Water District. 6) Private sanitary sewer easement document shall be submitted to PW for review. Need to check with City Atty if a separate easement document shall be recorded or easement language shall be added to legal descriptions of lots B and C. 7) Private storm drainage easement with spelled out maintenance responsibilities shall be submitted to PW for review. Need to check with City Atty if a separate easement document shall be recorded or easement language shall be added to legal description of lots C and D. 8) Applicant shall clarify with KC Recorder's office that Valley View Easement recorded under KC recording #20140620000767 shall be indexed as an easement and not as government lien. 9) $37,242.00 shall be paid to the City in lieu of frontage improvements per KC recording #20140703000856. Other/Joanna/conm entsL14-0037.doc DUNBABIN SHORT PLAT )RTION OF THE SW 1/4 OF THE SW 1/4 OF )N 15, TOWNSHIP 23 NORTH, RANGE 4 EAST `ti0 00- N89°40'03"E 294.96' 10' PRIVATE SEWER EASEMENT 0'C 000 OVGCP IVOLUME PAGE NOTES: 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOT C FOR THE BENEFIT OF THE OWNER OF LOT B OF THIS SHORT PLAT. LOT B OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 3. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE WATER SERVICE PERMITS FROM WATER DISTRICT #1467125 4. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE PERMITS FOR POWER, TELECOMMUNICATIONS AND GAS SERVICE 6�° 10' BSBL LOT C (8,460 SQ. FT.) SO° FOUND BRASS / TACK IN LEAD IN / MONUMENT CASE / CD Q / 5' BSBL L=26.55' D=19°30'16" p,0 L=8.95 n=a°'2A")"2"" / Minnie Dhaliwal From: Don Tomaso Sent: Friday, October 03, 2014 5:27 PM To: Minnie Dhaliwal Subject: RE: L14-0037 Dunbabin short plat Attachments: 100314 L14-0037 Addresses.pdf Follow Up Flag: Follow up Flag Status: Flagged Minnie, The addresses have been assigned and Norita will have your copy, attached are the scanned copy. See my notes below on the other issues. Don From: Minnie Dhaliwal Sent: Friday, October 03, 2014 1:15 PM To: Don Tomaso Subject: L14-0037 Dunbabin short plat Don, I got the following comments from you on this short plat and I passed those to the applicant. The applicant's response is noted in red and my questions are noted in green. I am trying to get clarity on what should be the conditions for the preliminary approval: 1) Assigned addresses shall be recorded on Short Plat documents. The addresses can be added. Please let me know what the address for each lot is. Done 2) Ensure all water meters and lines to lots can support residential fire sprinkler flow requirements. Concur. Do you need this added a condition of preliminary approval? Do you want it as a note of the survey plat? Yes, so if the lots are sold to a different builder they will be on notice. 3) Project will require a fire hydrant on 33rd Ave S with a minimum of 1,000 GPM fire flow. Fire hydrant was installed per Landfair short plat. Please coordinate with WD#20 for any information about this fire hydrant. Do you agree with the applicant's comments or do you need this as a condition of approval? Do you want it noted on the plat? The Landfair installed fire hydrant may exceed the travel distance, they need to verify with Water District 125. (Certificate of Water Availability) Thanks, Minnie 1 12.)B04,7 LOC 5130 S. 166th Lane SeaTac, WA 98188 206-229-6422 September 30, 2014 Minnie Dhaliwal Planning Supervisor 6300 South center Boulevard, Suite 100 Tukwila, WA 98188 Subject: 14062 33rd Ave S (Dunbabin Short Plat) Short Plat Number: L14-0037 Dear Ms. Dhaliwal: RECEIVED OCT 02 2014 DEVELOPMENT This letter is written in response to your September 19, 2014 review of the submittal for the above referenced project. Please find enclosed with this letter the revised plat maps, civil sheets, geotechnical engineering memo addressing your comments. Comments from your letter have been addressed below: Preliminary Short Plat Plan 1 Civil plans shall be revised per attached mark-up and address the following items: A. New driveways for future homes shall be designed to prevent run-off to sheet flow directly into the City streets. Driveway surface water flows into gravel strip or sheet flow on new lawn. Future driveway surface water can be address during building permit. B. Proposed gravel strip on lot 2 shall be outside of the 10ft easement. Revise gravel strip outside the 10 ft. easement. C. Lot 3 and 4 show combined storm drainage pipe encroaching into 34th Place South R.O.W. Private storm drainage pipe shall be on private property only. Please redesign, homes on lot 3 and 4 might need to be moved to the east to accommodate the private storm drainage. Also make sure there is no conflict with the existing on site Valley View sewer system. A private storm drainage easement with maintenance agreement may be needed for lot 3 and 4. Revise drainage pipe to locate off Right of Way. Drainage easement is added to the plans. See plat maps for maintenance agreement notes. D. Civil site plan needs to be reviewed and approved by a Geotechnical Engineer. Geotechnical MEMO is attached to the submittal to address the review of the civil plans. 2. The survey map shall be revised per attached mark-up and address the following item: A private sewer easement is referenced on Lot C for the benefit of Lot B. Is this an existing easement? If so provide a copy of the easement and reference the recording number on the plat. If it is a new easement, clarify the purpose and maintenance responsibilities. The private sewer easement is a new easement and part of this short plat. See plat maps for maintenance responsibilities. 3. Any trees proposed to be removed as part of this short plat that are on 15% or more sloped area are subject to replacement per the ratio listed under TMC 18.54.130. Show the location and type of trees planned as replacement trees. Revised TESC plans to show only trees that are removed per the short plat infrastructure construction and those trees are not in the steep slope. Any trees on steep slope that are removed per the building permit will be address tree replacement. 4. Fire Department Comments: A. Assigned addresses shall be recorded on Short Plat documents. Will add house address to the plat map prior to the final short plat submittal. B. Ensure all water meters and lines to lots can support residential fire sprinkler flow requirements. Concur. C. Project will require a fire hydrant on 33rd Ave S with a minimum of 1,000 GPM fire flow. Fire hydrant was installed per Landfair short plat required by Fire Department. Please coordinate with WD #20 for any information about this fire hydrant. 5. The following items also need to be addressed; these can be added. as conditions of preliminary approval. A. Due to presence of Class 2 slopes per City of Tukwila Geologic Hazard Map applicant shall execute Sensitive Area Ordinance Hold Harmless Agreement. Will execute the agreement at the final short plat. 2 B. Prior to final plat approval applicant shall submit Traffic Concurrency Certificate Application to Public Works and pay $300.00. Will apply Traffic Concurrency at the final short plat. C. Per agreement between the City and Orcas Homes LLC for payment in lieu of frontage improvements KC recording #20140703000856 the developer shall pay to the City $37,242.00 in lieu of constructing sidewalks. I believe the owner will pay at the final short plat. We appreciate your assistance with this project. Please feel free to contact me if you have questions regarding this resubmittal. Sincerely, PBG, LLC. Han Phan, P.E. 1 Civil Engineer 3 AGES, LLC A Geotechnical Engineering Services LLC P.O.Box 935 Puyallup, WA. 98371 P E C E !V E D Main (253) 845-7000 OCT 02 2014 www2gesengu ecring.com DEVL-LUI'MENU September 30, 2014 Project No. A-234 Ed Flanigan 813 Thomas Avenue SW Renton, WA. 98057 Subject: Plan Review Dubanbin Short Plat 14062 — 33rd Avenue SE Tukwila, Washington Parcel Number: Dear Mr. Flanigan, As requested, we have completed a Civil plan review for the subject site located at 14062 —33'd Avenue SE in Tukwila, Washington. We were provided with a Request for Information from the City of Tukwila Department of Community Development, dated September 19, 2014. Based on our review of the letter, the City of Tukwila has requested a Geotechnical review and approval of the Civil plans. We reviewed the following 1 plan sheet: Civil Plans Sheet No. DR1 Based on the plans provided to us, we understand the project will consist of constructing 3 new single-family residences located in the NW, NE, and SE comers of the subject site. The existing residence located in the SW site corner will remain. The development storm water for Lot 2, located in the NW site corner will be discharged on the lot. The driveway runoff will be directed to a gravel strip located along the northern edge of the driveway. During peak flow events, the gravel strip may overflow onto the ground surface to the north. Roof and footing drains for Lot 2 will discharge to a dispersion trench located along the back (west side) of the new residence. The dispersion trench for Lot 2 will be allowed to overflow onto the ground surface to the north. The roof downspouts and footing drains for Lot 3, located in the NE site comer, will discharge to an infiltration trench located in the front yard (east side) of the new residence. The infiltration trench will be allowed to overflow through a stubout connector to an existing catchbasin located in the adjacent roadway of 34th Place S. The driveway for Lot 3 will be graded to direct surface flow to a gravel strip located along the north side of the driveway. During peak flow events, the gravel strip may overflow onto the ground surface to the north. The roof downspouts and footing drains for Lot 4, located in the SE site corner, will discharge to an infiltration trench located in the front yard (east side) of the new residence. The infiltration trench will be allowed to overflow through a stubout connector to Mr. Ed Flanigan September 30, 2014 an existing catchbasin located in the adjacent roadway of 34th Place S. The driveway for Lot 4 will be graded to direct surface flow to towards the adjacent roadway of 34th Place S. SITE CONDITIONS Surface The subject site is located in Tukwila, Washington. The subject site is currently occupied with an existing single-family residence located in the southwest portion of the site. The site is rectangular - shaped and bordered with existing single-family residences the north, an open lot to the south, 33`d Avenue S. to the west, and 34th Place S. to the east. Site access is provided from both 33" Avenue S. and 34th Place S. The location of the site is shown on the Site Vicinity Map provided in Figure 1. In general, the site slopes down to the north. The southwestern site corner, where the existing residence is located is relatively flat. The remaining portions of the site slope down to the north at surface inclinations ranging from 15 to 25 percent. Site vegetation currently consists of various medium-sized deciduous and coniferous with moderately thick underbrush. Mapped Soils The Geologic Map of the Des Moines 7.5' Quadrangle, King County, Washington maps the soil in the vicinity of the site as Vashon till (Qvt). The Vashon glacial till was deposited during the Vashon stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The glacial till was deposited beneath the advancing glacial ice and consequently over-ridden by the glacial ice mass. The glacial till will typically be found in a dense condition. The near surface soils at the site have likely been disturbed by natural weathering processes that have occurred since their deposition. No springs or groundwater seepage are mapped on the surface of the site. Site Explorations No subsurface explorations were performed as a part of this study. The subsurface site conditions were inferred from the geologic maps. CONCLUSIONS AND RECOMMENDATIONS Based on our review, the plans are in conformance with the project and City of Tukwila specifications and the Geotechnical expectations we would have for this site. The site appears to be underlain with Vashon glacial till which will have a loosened weathered zone near the surface. The site slopes appear to be currently stable and would be expected to remain so after site development. In general, weathered and unweathered glacial till will exhibit a high hear strength and low compressibility in steeply sloping environments. Therefore, in our opinion, the site slopes do not constitute an active or potential landslide area, and will be expected to remain stable after construction. Additionally, provided Page-2- Mr. Ed Flanigan September 30, 2014 the site surface is sufficiently vegetated after construction, we expect the potential for erosion will be mitigated. Based on our review of the plans provided to us, with the project developed as planned, it is our opinion the areas disturbed by construction will be stabilized and remain stable and will not increase the potential for earth movement, and the risk of damage to the proposed development, and from the development to adjacent properties from soil instability will be minimal. We trust this information is sufficient for your current needs. If you have any questions, or require additional information, please call. Respectfully Submitted, AGES, LLC 1111. 9-3o-zo/y !EXPIRES II— 09-2o1x/ 1 Bernard P. Knoll, II, P.E. Principal ATTACHMENTS: Figure I - Site Vicinity Map BPKbp&c Project No.: A-234 Approximate Site Location AGES, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www.agosengineering.com Site Vicinity Map Dubanbin Short Plat 14062 — 33 Avenue S. Tukwila, Washington Project No.: A-234 September 2014 Figurel' City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 431-3665 SHORT PLAT NUMBER: L 14-0037 DECLARATION Know all men by these present that we, the undersigned, owner(s) In fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not 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). In witness whereof we have set our hands and seals. Name: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as hislher voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 20 Signature: Name as commissioned: Title: My appointment expires: LAND SURVEYOR'S CERTIFICATE 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 hereon 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 depicted on the plat. DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST LEGAL DESCRIPTION (0101 LOT4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON LEGAL DESCRIPTION (NEW) LII& A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, 523'08'12'E 75.39 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, S23°08'12'E 47.84 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S45°49'28°E 30.53 FEET, MORE OR LESS, TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, N89°40'03'E 125.00 FEET; THENCE N00'2203'E 65.51 FEET; THENCE S89'40'03"W 166.11 FEET, TO THE POINT OF BEGINNING SUBJECT TO A SIDEWALK, STREET UGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140620000769 SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767 LQT B: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'08'1'2'E 75.39 FEET; THENCE N89'40'03'E 160.00 FEET; THENCE N00°22'03'E 69.50 FEET, MORE OR LESS, TO THE NORTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID NORTH BOUNDARY, S89'40'03°W 190.07 FEET, TO THE POINT OF BEGINNING SUBJECT TO A 10' SIDEWALK, STREET UGHTING AND UTILITY EASEMENT PER KING COUNTY RECORDING NO. 20140820000769 TOGETHER WITH A PRIVATE SEWER EASEMENT OVER LOT C OF CITY OF TUKWILA SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. LOT C: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS,RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBEDAS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'40'03'E 190.07 FEET, TO THE POINT OF BEGINNINR; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, N89'40'03'E 104.89 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63175YE 34.04 FEET, MORE OR LESS, 1.3 THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26'27'03'W 51.47 FEET, THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6'34'33' WITH A LENGTH OF 8.95 FEET; THENCE S89'40'03"W 109.37 FEET; THENCE N00'22'03'E 69.50 FEET,TO THE POINT OF BEGINNING. SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620)00767 APPROVALS VOLUME PAGE KING COUNTY FINANCE DIVISION I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year, that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are pald in full. This day of . 20 long County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of . 20 King County Assessor Parcel Number(s): 1523049071 Deputy Assessor TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing. this day of , 20 Chairperson, Short Subdivision Committee SUBJECT TO A PRIVATE SEWER EASEMENT FOR THE BENEFIT OF LOT B OF CITY OF TUKWILA -. SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. TOGETHER WITH A PRIVATE DRAINAGE EASEMENT OVER LOT D OF CITY OF TUKWILA SHORT PLAT 114-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. LOT o A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT TI-IENORTI WEST CORNER OF SND LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'40'03"E 294.96 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63°32'5T'E 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26°2T03"W 51.47 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6°34'33° WITH A. LENGTH OF 8.95 FEET, TO THE POINT OF BEGINNING; THENC, CONTINUING ALONG SAID CURVE Tt) THE LEFT, THROUGH A CENTRAL ANGLE OF 19'30'16", HAVING A LENGTH OF 26.55 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, S00'22'03"W 39.52 FEET, TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, S89°40'03'W 98.78 FEET; THENCE N00°22'03'E 65.51 FEET; THENCE N89'40'03"E 103.26 FEET, TO THE POINT OF BEGINNING; SUBJECT TO A SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NO. 20140620000767 SUBJECT TO A PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOT C OF CITY OF TUKWILA SHORT PLAT L14-0037 AS RECORDED UNDER KING COUNTY RECORDING NO. VICINITY MAP L 14-0037 SURVEY IN SW 1/4 OF SW 1/4 OF SECTION 15 T. 23 N.,R. 4 E., W.M., IN KING COUNTY, WASHINGTON RECORDING CERTIFICATE Flied for record at the request of the City of Tukwila this day of .20 , at minutes past M, and recorded In Volume of Plats, on page . records of King County, Washington. King County Manager Supt of Records and Elections OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS: 813 THOMAS AVE SW RENTON, WA 98057 (206) 550-4363 0 E cv o'VTOL T •as waft ,9 Liao 3 a .9 Site Surveying, Inc. wvw.aNnurveymapping.com 21923 NE 110. Street, Sammendeh, WA 98074 Phone: 425298.4412 DRAWN BY EFJ DATE 9.29.2014 JOB NUMBER 12-134 CHECKED BY SCALE 1'= 20' SHEET OF 0 K: \Working\R121 E DUNBABIN SHORT PLAT 14062 — 33RD AVE SOUTH TUKWILA, WASHINGTON 98168 SW1/4, SEC. 15—T23N—R4E, W.M. I I. ti) • LEGEND PROPERTY UNE ADJACENT PROPERTY UNE - ROAD CENTERUNE/ROW CENTERLINE ROW UNE LI \\*\'"\\‘'.:\ .\ I 1 •••• PROPOSED EASEMENT UNE - - - - - 8581 w Ss PROPOSED WATER SERVICE UNE PROPOSED SDE SEWER UNE -�D PROPOSED STORM DRAIN UNE -a -G-0-0- SILT FENCE DRAWING INDEX REFERENCE SHEET NO. DRAWING T1111 CV EC1 DR1 SNI COVER SHEET TESC PLAN SITE CML PLAN AND DETAILS STANDARD CONSTRUCTION NOTES UTILITIES HORIZONTAL GRAPHIC SCALE .40 20 0 20 40 1 inch = 40 ft CALL 48 HOIJRS BEFORE YOU DIG 1-800-424-5555 INLET PROTECTION PROPOSED CATCH BASIN TYPE 1 CORNER SET WATER METER CLEAN OUT - C ] '-PROPOSED DISPERSION TRENCH S. 138111 ST. S. 140TH 74 5, S. 142TH ST. S. 146TH ST. S. 148TH ST: 8 A r� S. 144TH ST. S. 1461H ST. S 148TH 99 S 150TH ST S 1501H 5T S. 1521H ST VICINITY MAP NTS LEGAL DESCRIPTION S. 1521H 5T. LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. 112-018, AS RECORDED UNDER RECORDING N0. 20140715900001, RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY WCCS SURVEY CONTROL DATABASE. POINT ID N0. 9311-903 THE POINT IS A 2 BRAS. DIS( WITH 'X' SET IN CONCRETE IN MONUMENT CASE AT THE INTERSECTION OF S 144TH STREET AND 32ND AVENUE S ELEVATION: 361.70 FEET (NAVD 88) TAX PARCEL NUMBER REFERENCE SHEET NO. CV SHEET 1 OF SHE TS )Lvo.uI•MLNr COVER SHEET APPLICANT: OWNER'S AGENT 3410 RAINIER AVE S., SUITE B SEATTLE, WA 98144 (206) 669-6302 CONTACT: ED FLANIGAN CML ENGINEER PBG, LLC 5130 S 166TH LANE SEATAC, WA 98188 (206) 446-1292 CONTACT HAN PHAN, P.E. SURVEYOR SITE SURVEY & MAPPING, INC. 10115 - 214TH AVE NE REDMOND, WA 98053 (253) 298-4412 CONTACT: THOMAS WOLDENDORP, P.LS. WATER KING COUNTY WATER DISTRICT /125 3460 SOUTH 148TH STREET SEATAC, WA 98188'. - (206) 242-9547 SEWER: POWER VALLEY VIEW SEWER DISTRICT SEATTLE CITY UGHT 3460 S. 148111 STREET, SUITE 100 700 FIFTH AVENUE, SUITE 3300 SEATTLE, WA 98168 SEATTLE, WA 98124 (206) 242-3236 (206) 684-3000 CABLE . - COMCAST 1-866-771-2281 GAS: TELEPHONE: PUGET SOUND ENERGY OWEST 1-888-321-7779 1-800-526-3557 REVISION DESCRIPTION DESIGNED BY: PROJ. MNGR m 1- 0 0 E 0 • gs\R12100—PS-EC1A.dwg SW1/4, SEC. 15-T23N-R4E, W.M. I) N89°40'03 "E 294.96' SEQUENCE OF CONSTRUCTION: 1. FLAG AND STAKE CLEARING UNITS. 2. INSTALL EROSION CONTROL MEASURES (SILT FENCE, ETC.) 3. DEW LOCATE ALL UTUTES 4. INSTALL CONSTRUCTION ENTRANCE. S CLEAR AND GRUB STE GRADE THE SITE 7. INSTALL SIDE SEWERS AND OTHER SITE UTUTES PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW OR EXISTING INLET LOCATIONS 8. CONSTRUCT BUILDING STRUCTURES 9. REMOVE TEMPORARY EROSION CONTROLFACIUTY UPON STASUZATION OF ENTIRE PROJECT SITE. AS APPROVED BY THE CITY OF TUKWILA ---LOTC (8,460 SQ. FT) N8941i13i 109:37 EXISTING HOUSE-_oGG3� j c9 • TO REMAIN• LOT Ate-'/�/ , ; 11111 (9,816 SQ. Ffi / / OU � -} 'SE , \' FIN SH FLOOR -363 / FFE BASEMEN T=355.5' 1. RIDGE HEIGGHHT=374.5'/. N89°40Y13"E _12500' 1 \ PROP. DRAINAGE --I EASEMENT ',LOT D (,509 SQ. FT) I ,15' SEWER EAAAADEMENT \ KC RECORDI/k 8014082000076`7\ • CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. - TESC CONSTRUCTION NOTES: NOTES: / •/ - 0 .INSTALL SILT FENCE, SEE DETAIL 1. r '1/1 0 INSTALL, CONSTRUCTION ENTRANCE, SEE DETAIL 2. 3 --/ / / � O3 LL INSTAINLET PROTECTION. SEE DETAIL 3. rl ® Ci / REMOVE EXISTING TREE. 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3: SEE SHEET SH1 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. ,`1CATCH RIM=34. .-.RVEF IIN/ERT. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WARE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. CATCH RIMa34 NVERT 2" X 2" X 14 GA. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED. 223.78' N89°401 / 4. .l..i • /' \v4 00$_=• Q� " o E ''s,, 10' PRIVATE \ ASEMENT FILTER FABRIC UNDISTURBED GROUND REFERENCE SHEET NO. EC1 W >. zi U ~ ff I-- _ 5 co cw O Q Z Ce Q C'7 mNz co O SHEET 2 OF 4 SHEETS 0 0 z co z J U W 1— y ,0 4. / N89°40'03"E 172.31' EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) STORM DRAIN 30 - 0 DISTURBED AREA ESTIMATES: LOCATION STORM DRAIN, DISPERSION TRENCH &. BUILDING AREA (SF) 10.500 I I,. tt II II u u�6' MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" x 4. 8000 POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' - 1.5 WASHED GRAVEL SILT FENCE DETAIL PER 2009 KING COUNTY S 10M FIGURE D.3.3.A SCALE NONE CONTRACTORTO PROTECT MUD FROM BEING TRACKED ONTO THE PUBUC ROAD NEW ASPHALT PAVEMENT 100' MIN. VakG fid oQw EDGE OF EXISTING PAVEMENT 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 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA 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. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWED SO THAT RUNOFF DRAINS OFF THE ROAD. INLET PROTECTION DETAIL O PER 2009 KING COUNTY SWDM FIGURE D.3.5:F SCALE NONE NOTES: CATCH BASIN INSERT CATCH BASIN SEDIMENT CONTROL THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT I5 ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMEIIT, PROVIDE AN OVERFLOW. AND CAN BE EASILY MAINTAINED. CONSTRUCTION ENTRANCE DETAIL O PER 2009 KING COUNTY SWDM FIGURE D.3.4.A. - - - - SCALE NONE - - 1.1y o03� 0 20 REVISION DESCRIPTION E x a m w z 0 a x a 2 S m CHECKED BY: PROJ. MNGR: m 0 z 0 • \R12100—PS—DR1.dwg a N a E s. 0 0 V, • SS 190.07' \ SW1/4, SEC. 15-T23N-R4E, W.M. Py r/f- - P LOT B (12,165 SQ 'FT). EX.,,SEWER STUB, 'FOR LOT 2 N89'40'03'E 294.96' 7�'\ A.jC�'1... 5'858L.• tool c: J 90, g N89.40533'F` 160.00' - ( • 4. / " t • 166.11' - - _ - Vic( t { t•. UU 6 49 - ir;: 104.89' ci W Efix - -4_OTC (8,460 SQ. FT 1p` I LOT A\! (9,816 SQ. FT)' • HOUSE F:NISH FLOOR=363.1' • FFE EASEMENT=3559' • R'.DGE HEIGhT-374 5; 7.5'8581- I _N84_40bkE 175.0 /.. 223.78' / r pJU Q o ,...,!,>/S / Zn JF rE §'v! 8 ..-.�` W W m • h SEX SEWER STUB FOR LOT 3 10.ESEL_ 0 ss SEWER STUB pask \\ FOR LOT 4, N69%�fPoT 109:37' 706'1' 8591 'rSEE NOTE 5 y1 b° 1 • ,LOT D' (6,509 SQ. FT) \ PROP. . 1 DRAINAGE • • MENTA / 15' SEWER EASEMENT KC ;RECORDING /201406200007 • /.>.1$54:1L / 1 cc-,--N892240-'03'E- -9BJ8= cy ( 5.0'/CLEARAN V PROVIDE 12' MIN. so VERTICAL CLEARANCE \ - BETWEEN STORM AND SEWER F; CATCH 6ASN Fly 34 10' H R 12 CPEP' 2.338.00' 4.0' $4.t' / - ih`ERT 12 CPE? N'.= 138.60' OW IRO(- 1 > A.CH 6f•.SW . - � 12220 12" 0PEP E=340.10• A "-EX/ 8' EWER MAIN 1 ti \ I" 10' PRIVATE \_ I. SEWER EASEMENT I` EX 6' SIDE,SEWER-I ' I 1 1.I 11.1 1 I T 1 I 8 r 1\ I I s I I li i sN CONSTRUCTED NOTES: 0 INSTALL 14 LF 6' ADS N12 DRAINAGE STUB 0 15.009. END STUB DEPTH=3.0' 0 INSTALL 38 LF 6' ADS N12 DRAINAGE SNB O 0.50% MIN. END STUB DEPTH=3.0' 0 EX. CATCH BASIN EX. RIM=343.20 EX. IE(E)=340.10 - IE(W)-340.20 NOTES: 1. SEE SHEET CV FOR LEGEND. - - 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SNI FOR STANDARD CITY OF.TUKW6.A CONSTRUCTION NOTES. 4. FUTURE HOUSE FOOTING NEED TO BE A MINIMUM OF 10 FEET FROM PROPOSED DISPERSION TRENCH. 5. THE APPROXIMATE GRADE FOR THE FUTURE DRIVEWAY IS 15.0% TO AVOID IMPACTING EXISTING SANITARY SEWER MAIN. TO BE CONSTRUCTED AT BUILDING PERMF APPLICATION: 01 PROPOSED APPROXIMATE BUILDING STRUCTURE LOCATION. 02 PROPOSED ASPHALT DRIVEWAY. 03 PROPOSED GRAVEL STRIP (101 X 2'W X 2'D) PER DETAIL 3 THIS SHEET. 0 PROPOSED DISPERSION TRENCH PER DETAIL 1 THIS SHEET. 05 PROPOSED PERFORATED TIGHTUNE STUB OUT WITH (2'W x 101. x 1.5'D) INFILTRATION TRENCH PER DETAIL 2 THIS SHEET. © INSTALL. 1' WATER METER (8Y WATER DISTRICT #125). 0 PROPOSED GRAVEL STRIP (301 X 2'W X 0.6'0). ® INSTALL 20' WIDE CURB CUT. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch 20 R. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NATIVE FILL z 24" EXISTING GROUND TRENCH X -SECTION NTS WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 4' RIGID PERFORATED PVC PIPE LAID LEVEL (TVP) WASHED ROCK 3/4' - 1 1/2" FUTURE 2.0' GRAVEL STRIP SLOPE DRIVEWAY HOUSE PLAN VIEW OF ROOF NTS PERFORATED TIGI-ITLINE STUB OUT O SCALE: NONE CONNECT TO LOT ROOF DRAIN STUB - 2' X 10' LEVEL TRENCH.• W/PERFORATED PIPE, TO BE INSTALLED AT THE .11ME OF BUILDING PERMIT CATCH BASIN ORAREAGRAIN WITH SOLID UD CLEAN OUT WYE' FROM PIPE 2.5' A 10 END CAP.OR -PLUG r-6' RIGID PERFORATED PIPE 0 0.09 NOTCHED GRADE BOARD 10.0' MIN •A X1:1 6' SOLID PIPE 0 1.0% MIN.' EXISTING GROUND 5.0' MIN PROOF DRAIN CATCH BASIN OR AREA DRAIN WITH SOLID UD PLAN VEW NTS ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK BEND IF NEEDED - - - 10 FINE MESH SCREEN ELEVATION VEW NTS GALVANIZED BOLTS z 30' 2' X 12/; PRESSURE TREATED';,,. GRADE BOARD 4'X4' - SUPPORT POST SECTION A -A 4" SOLID PIPE 6" RIGID PERFORATED PIPE LAID LEVEL WASHED ROCK 3/4" - 1 1/2" ALTER FABRIC 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS To PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCH ANO GRADE BOARD MUST BE -LEVEL ALIGN TO FOLLOW CONTOURS OF SITE 3. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. 2' GRADE r-18" O.0 BOARD NOTCHES 2" DISPERSION TRENCH DETAIL SCALE: NONE - - 4/i/-0017 REFERENCE SHEET NO. DR1 SHEET 3 OF 4 SHEETS c L.45 N NO 6, E Cit 3 :5; r0 m�N n 1n r 0 N W 1n C. co a O 0 0 Z T Z x a 2 DESIGNED BY: a 0. CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION 0 w 0 0 z Layout Nome: Layout' • r s E (CITY OF TUKWILA) GENERAL: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBUC WORKS UTIUTIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTIUTIES 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 CAWING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBIUTY 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 PUBUC FACILITIES 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. (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, ESTABUSH THE CLEARING UMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. 4. 5. 6. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL 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. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABIUZATION IS ESTABUSHED. 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. FROM OCTOBER 1 .THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHAW 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 AU. DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. (CITY OF TUKWILA) UTILITY NOTES: (CITY OF TUKWILA) WORK IN RIGHT-OF-WAY: 1 WHEN ACTIVITY IS UNATTENDED, INSTALL A. SIGN WTH: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, ARE 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. PUBUC PROPERTY. TMC 11.08.220.D 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 PUBUC: (CITY OF TUKWILA) STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER 'DRAINS TO STREAMS', "DRAINS TO WETLANDS', OR "DRAINS TO. GROUNDWATER", AS APPUCABLE. • 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. ' 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. '. 5. COORDINATE FINAL STUB -OUT LOCATIONSWITH THE UTIUTIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5 -FOOT 2" X 4" STAKE, BURIED 4 -FOOT AND LABELED "STORM" OR 'DRAIN". REFERENCE SHEET NO. 8141 SHEET 4 OF 4 SHEETS g _y W W c % z 0_ 0 co ca 01-- 00 0 co 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE 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. - (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 BACKF1WNG OR WHEN CONCRETE IS CURED.. A.. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACIUTY 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. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 / 0017 w < H 0 N p' O 20 of REVISION DESCRIPTION z 2 x DESIGNED BY: Z a x CHECKED BY: PROJ. MNGR m LU 0 z SheppardMullin September 17, 2014 Ms. Minnie Dahliwal City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 et' Sheppard Mullin Richter & Hampton LLP Four Embarcadero Center, 17th Floor San Francisco, CA 94111-4109 415.434.9100 main 415.434.3947 main fax www.sheppardmullin.com 415.774.3176 direct rguite@sheppardmullin.com File Number: 41AB-200704 Re: Orcas Homes LLC/ 14062 33rd Avenue S., Tukwila, WA 98166 Dear Ms. Dahliwal: We write on behalf of our client Orcas Homes LLC regarding the above -referenced property. We understand that approval of Orcas Homes' Short Plat for the above -referenced property has been delayed as you are seeking advice from the City's legal department. We presume that this is due to the claim for adverse possession of a small portion of the parcel being alleged by Keith and Paula Williams, the owners of the adjoining property. Orcas Homes commenced suit to quiet title to the parcel and for ejectment and that matter is pending before the King County Superior Court. Please find enclosed a copy of survey of the subject property completed in 2012, before Orcas Homes acquired the subject property, showing no encroachment or use by the adjoining land owners. In light of this surveys, and other facts, it does not appear that the adjoining land owners could be able to satisfy the elements necessary to acquire any portion of the subject parcel under the doctrine of adverse possession as they have not been in adverse, uninterrupted, open and hostile use and possession of the property for the statutory period of ten years. Please understand that the City's delay in granting approval of the Short Plat is causing harm and damage to Orcas Homes and that it reserves all, rights to recover all damages resulting from delay. I would appreciate the opportunity to speak with you or to a member of the City's legal department should you have questions or wish to further discuss this matter. Verytrimly yours, di‘41 6;440%1— Robert J. Guite for SHEPPARD, MULLIN, RICHTER & HAMPTON LLP Enclosures SMRH:432709207.1 a OMR. ECHE 10 0 10 A b 1NG.20 FT. BASIS OF BEARING$ ACCEPTED/. NAT HEARING OF /10114003.0 1:00 O I11ET eTiEET BASED ,VIM 1.10I44113118N WE LEGAL DESCRIPTION THAT PORT= OF OF EECT l"`1q TOA,A.> . SOUTHWEST QUAirnER OWEE F `• MW1.. D i KM COMM WABNNOTOMOFSCABEO AS FOLLOWS BE41•1M AT 114E 11U11HHdT CORNER OF 111E e01.111A0E81 MAUER OFTIIE 001,00.91 QUARTER OF MD PECT1C•11111010E WORMY 001,01-100001,01-1001.1•RWON OF ME EETEST QUARTER OF TIE 00101111F8T QUARTER OF MORE.. BECTIOH O 1517NCE OF NE ,FE1:11ETCE 400T1ER VI PARALLEL WnH 111E SOUTHWEST QUARTER OF AFORESAID0H BEC11. A NBFAR.E 6E HW FEE-CECHE 00 LESS TORE MQUBECTI. WTI COMM ROAD, TIE TRUE PONT OF 11000110 QTIEIICE HORREIGY PNIALLE1,1111 RE EASTERYMAROBA. WE OF BREI OF 30011.01£31,UARTER OF a. OF 3.10 FEU; THENCE WESTERLY PARALLEL ARDRTIEPILOISTAMY NA•LWLLME CF 8A0801.111M'F QUARTER OF THE BOUON SEQUARTER OF IWO8 CI10111, 001NCE OF 200 EEE. NOPE 0111.0941011E INTERSECTION .0ITE110011 FA4RQYNATON OF BAD COUNTY R O:TEH(E 40URFABIERLYTE.11110ASTEQY RN6O00.1011. T,E PONT wCWTiA1.T a.GO 1CRESTA EH. wniOli1E UNRECORDED NAT 11E3EO0) 11110,011,10110F TIE SOUTHWEST GIARREA OF TE aOURArFBT CI ARTEROFSECTON la1pW141EPD MORA...10EAE.,, HAL, 11 wANouroNoa rO PEET OF 6WTOTIE'NEWEST 202 OF TIE ABTNa FEET OF TIE 00UMAESTOWR1E1 OF THE E01.011WFm 01 NESTER OF SAD BECTON. 1.030 ,11.1,011111.1 RATTED FOR WILOWOCO RECORDED YVUNE R CFRAT16. MOEM IMMO M TTEPEOR RECORDED N W 5RN010R GENERAL NOTES LEGEND 101.8610 *Mgr .2.1311.13•JO 1,ERT IS CIF@ W. t240 Q,;Q,N.I smstrir err -sow COURT e 10.11121•74./.111110011.100 13 O wrcn ® 10oY w1 • w1wOw I. THIS SURVEY REPVNT. EABELBT,AID OTTER MOO EIR..ES WY El rawnmum B ari ONI•B PROPERTY THAT ARE NOT SHOWN 11BE011 A NNTOAEIITATON FORINB YWA4ADB1.0110O _ a.•eAONan02 MREa'MAL OO,. NTPROCEDURES WED N THIS SURVEY MET ORE'EO BTNOARLIS WAC SU -MM. • mum .PORNONw NA AlTM P REPREEEITB TNEREULTE OFA '11021"' a S SURVEY WE N WY AUS ANO WIC.. BE MEM. AE —o— MOM Mel N 01C TMINE MEWL CNDITIO SMUMT AT TAT THEcoga•t, you A. WNL MOWN 1Tp•6 ND SAT PLANS MERUPONE TVAEANE 'TIAL LOUTONB t)F UNDERWOIM IRETTES A1,wan, MO =11E8 NOT EHO.IWTHE SURVEYMY FART OHT.S A1.L1oN1I.3iB WEE LOCATED OUESPTI6 SURVEY U•E= OnERWEE NOTED VERTICAL DATUN A CONTOUR INTERVAL 2D001l101N 011800.1..11E 05E01E0 YERIIGL ACC1.11.41,10 EQUAL TO 1/2 THE CONTOUR MERV.OR N1AlWW1 1D,01311a NO6T. OF C011411.041.1.1 IMMONt • CIMIN AUER VI IMRE 0061110013 CAM 11. BillbrIACK MIEN, SAYSOAV 1.101•0311 0141•10.01 •101'n• rwmla'a-i thrili TOPOGRAPHIC SURVEY PROJECT NO. 12-134 DRAWN BY: EFJ CHEMED BY: TNW DATE 05-16-12 SHEET 1 OF 2 w E s 00.01,11C OGLE 1e a IMCII•SOFT. PROJECT INFORMATION SURVEYOR PROPERTY OWNER TAX PNCE NUMBER wOFLTADOR®& SITE SURVEY&WARMS IRO 10116 21111. AVE i .e m MYESREMDPpF 1weCORSET MMYen A WA SM. lsawaml iseROAVENUE IS umOF.wAawe SOW. Inn AIiBDL1pN: rnYOSTROM HAPS ACREAGE OEM.. k1AOACRES) AS SURVEYED VICINITY MAP N16 SECTIONSECTION BLOWN IRS FOUND BRASS TACK PI LEAD IN MONUMENT CASE LEGEND 00 moo rasems No motso ▪ «aws= • Ran• i� p ON.OR.MOM wN LF ® • WON ••••I WO. OLLYV n nu�w 00130.0 IMMO 10X0 ROOF LOPOOTE LULL :. 011000.0E .-R..6 Or OXMAN fa CM COMA OL • MLPLE CV/ IXOWCOO IA MM. SW 1/4, SW 1/4, SEC 15, TWP 23N, RNG 4E, W.M. 6 2E a 0 PROJECT NO. 12-134 DRAWN BY: EFJ CHECKED BY: TIM DATE 06-16-12 SHEET 2 OF 2 ,J��11 LA i'V4 �� �yZ O � ��\ 2 Department of Community Development Jack Pace, Director 190$ City of Tukwila Jim Haggerton, Mayor September 19, 2014 Han Phan, P.E. 5130 S. 166th Lane SeaTac WA 98188 Re: Request for additional information for Short Plat application at 14062 33rd Ave S, Tukwila. File numbers L14-0037. Dear Mr. Phan: Based on review of your application the following information is required to further process your short plat application for preliminary approval: 1) Civil plans shall be revised per attached mark-up and address the following items: a) New driveways for future homes shall be designed to prevent run-off to sheet flow directly into the City streets. b) Proposed gravel strip on lot 2 shall be outside of the loft easement. c) Lot 3 and 4 show combined storm drainage pipe encroaching into 34th Place South R.O.W. Private storm drainage pipe shall be on private property only. Please redesign, homes on lot 3 and 4 might need to be moved to the east to accommodate the private storm drainage. Also make sure there is no conflict with the existing on site Valley View sewer system. A private storm drainage easement with maintenance agreement may be needed for lot 3 and 4. d) Civil site plan needs to be reviewed and approved by a Geotechnical Engineer. 2) The survey map shall be revised per attached mark-up and address the following item: A private sewer easement is referenced on Lot C for the benefit of Lot B. Is this an existing easement? If so provide a copy of the easement and reference the recording number on the plat. If it is a new easement, clarify the purpose and maintenance responsibilities. 3) Any trees proposed to be removed as part of this short plat that are on 15% or more sloped area are subject to replacement per the ratio listed under TMC 18.54.130. Show the location and type of trees planned as replacement trees. 4) Fire Department Comments: a) Assigned addresses shall be recorded on Short Plat documents. b) Ensure all water meters and lines to lots can support residential fire sprinkler flow requirements. c) Project will require a fire hydrant on 33rd Ave S with a minimum of 1,000 GPM fire flow. 5) The following items also need to be addressed, these can be added as conditions of preliminary approval. a) Due to presence of Class 2 slopes per City of Tukwila Geologic Hazard Map applicant shall execute Sensitive Area Ordinance Hold Harmless Agreement. b) Prior to final plat approval applicant shall submit Traffic Concurrency Certificate Application to Public Works and pay $300.00. c) Per agreement between the City and Orcas Homes LLC for payment in lieu of frontage improvements KC recording #20140703000856 the developer shall pay to the City $37,242.00 in lieu of constructing sidewalks. If you have any questions, feel free to call me at 206-431-3685. Sincerely, Minnie Dhaliwal Planning Supervisor RFA09-082 Notice of Intent to Complete Abatement Page 2 of 2 09/17/2014 11:57 FAX 4154343947 SMR&H SheppardMullin 4001/004 Sheppard, Mullin, Richter & Hampton LLP Four Embarcadero Center, 17"` Floor San Francisco, California 94111-4109 415.434.9100 main 415.434.3947 fax www.sheppardmullin.com FAX COVER SHEET ** THIS FAX TRANSMISSION WILL NOT BE MAILED ** Date: September 17, 2014 Total number of pages: (including 1 -page cover sheet) TO: Ms. Minnie Dahliwal City of Tukwila 4 01007.1R1.0. IRMISIRISMIROMPIM.1 File Number: 41AB-200704 If all pages are not received, please call Sheppard Mullin at 415.434.9100 From: Robert J. Guite semi Fax No. 206 431-3665 Telephone No. Re: Orcas Homes LLCi14062. 33rd Avenue S. Tukwila, WA 98166 MESSAGE: RECEIVED SEp 17 2014 • CXftiI11J 0$411 I DEVILui'MNT NOTE: THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED, AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW- IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT, OR THE E::14PLOYEE OR AGENT RESPONSIBLE FOR DELIVERING THE MESSAGE TO THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY i ISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE AND RETURN THE ORIGINAL. MESSAGE TO US AT THE ABOVE ADr)RESS VIA THE U.S. POSTAL SERVICE. THANK YOU. SMRH:432752405.1 09/17/2014 11:58 FAX 4154343947 SMR&H 21002/004 Sheppard . :al September 17, 2014 Ms. Minnie Dahiiwal City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Sheppard Mullin Richter & Hampton L.LP Four E r brrrc xicro Center, 17th Floor San Francisco, C'. 94111-4100 415.434.9100 man 115.434.3947 main tax www.sheppardmutlin.com 415.774.3176 direct rguite@sheppardmullin_com File Number: 41AB-200704 Re: Orcas Homes LLC/ 14062 :: rd Avenue S., Tukwila, WA 98166 Dear Ms. Dahliwal: RECEIVE() gfi 1740 COMMUNI 1 r DEVELO J[ We write on behalf of our client Orcps Homes LLC regarding the above -referenced property. We understand that appr<; rral of Orcas Homes' Short Plat for the above -referenced property has been delayed as you we seeking advice from the City's legal department. We presume that this is due to the claim for adverse possession of a small portion of the parcel being alleged by Keith and Paula Iti/Iliams, the owners of the adjoining property. Orcas Homes commenced suit to quiet title to the parcel and for ejectment and that matter is pending before the King County Superior Court, Please find enclosed a copy of survey of the subject property completed in 2012, before Orcas Homes acquired the subject proper.y, showing no encroachment or use by the adjoining land owners. In light of this surveys, and other facts, it does not appear that the adjoining land owners could be able to satisfy the elements necessary to acquire any portion of the subject parcel under the doctrine of adverse possession as they have not been in adverse, uninterrupted, open and hostile use and possession of the property for the statutory period of ten years. Please understand that the C:ity's der -ay in granting approval of the Short Plat is causing harm and damage to Orcas Homer and that it reserves all rights to recover all damages resulting from delay. I would appreciate the opportunity to speak with you or to a member of the City's legal department should you have questions or wish to further discuss this matter. Very truly yours, y/I ) Robert J. Guite for SHEPPARD, MULLIN, RICHTER & HAMPTON LLP Enclosures SMRH:432709207.1 VP BASIS OF {EARINOa `',OI. e'm,6G Wralf.012% a STASIT BASES LOOILL DE$CKWt1ON GLUM. Or rt CIIM 4 MOWRY a•ota(a+al'a EAT. wY NAG 'l mum. 1,r sup .,11.1(2 .a01ie'.oaaw. WPC.. ne n mun«.t<n CAMTER eeSwOLIARTPO,VORIMAA �-v" .11.1ew l Fl:tct meaTWAST u,A,xo.ae �1+a a Dieltas.e teCTOM,Aeet4r.Oe rcr:..1.rca1,sa eee,c,.s.(1,04111.1.00,.aa wivawrtx rlEGYTTICT!.. Mlwcoraam Warn...VT 42,VAIIX..ass.n m-soaaock,0x�emW w ereer 0.4.511,7.11I okiaarreit tY. 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WAN Ovnnow Wart -was Code SW 1/4, SW 1/4, SEC 15, TWP 23N, RNG 4E, W.M. v Si I 0 a 40 4 Ci ▪ 1 a m 0 1 weOJEG NO. 12.131 ORAwwar: oFJ CliECXEO ST: TRW DALE 0&'612 SHEET 1 Or 2 patOJECT HIP:MIUM31 • — atcr.r.e 1011-1/14r111 ker 1[6114.41.1104 .01.9.1,00.041t SittiltErk WAIN°, .1.15tROCTC41 1,111A.C5114.17 OROUP t KITH tfletr laza-asrl MO MIKE TAMILX.."4' NUS 1.111 CV NAY. Si WS. [le di 0 KPEP4 .SPJAVCM. VICINITY MAP 6.0 tett.. 17-..1.151:M.100.1.6 /I 141ST STREET 0' 0 ------- -""•-•,'N\ 73;::::177;r411 4! a' IATCKUWE1 132H .4.C. atatatraa SECTION BREAKDOWN \ WYSS TAO, IN 1-15.0 IN IT CASE LIEGREPOD e...e.0 ev.va atoime if ...al. SW 1/4, SW 1/4, SEC 15, MP 23N, RNG 4E W.M. PPJECTNO. 12-134 MANN 8Y: EN CHECKED BY: 714W DATE 05-1E-12 SIIEE'T 2 OF 2 MNIPZISM111V.,* ODS .40 of SW1/4, SEC. 15—T23N—R4E, W.M. 0066 41't' gitS1 •friv 00/ it N89°40'03"E _ 294.96 EX. SEWER STUB' FOR LOT 2 LOT 2 (124,72 SQ. FT) 104.89 X- SEWER STUB FOR LOT 3 CLEAN OUT WYE FROM PIPE 4 Q / �5.0'/CLEARANCE' •co' 5' 8585 1489°408.3"E 160.00' 166.11' - EX. SEWER STUB eset FOR LOT 4 N89.40'03 109.37' .1936 _. 5'BSAL SEE NOTE 5 END CAP 0R PLUG 6' RIGID PERFORATED PIPE 0 0.00 NOTCHED GRADE BOARD 10.0' MIN 6' SOLID PIPE 0 1.00 MIN. EXISTING GROUND ROOF DRAIN CATCH BASIN OR AREA DRAIN VAN SOLID UD PLAN VEW NTS ROOF DRAIN ROOF 001W4 SPOUT VATH OVERFLOW WYE AND SPLASH BLOCK LOT 4 (6,608 SQ. FT) BEND IF NEEDED 4' SOLID PIPE REFERENCE SHEET NO. DR1 SHEET 3 OF 4 SHEETS Z J Q J 5 W � w 0 ,_w - Z 0a 75 85B 7.5_058L CATCH BAS 818.343.20' 0001 12' FINE MESH SCREEN Teti 5 5E.0210(4) 8 EVAT ON VEW NTS IoF 5D 15 BOLTS EX. 8' SEWER MAIN CONSTRUCTED NOTES: INSTALL 14 LF 6' ADS N12 DRAINAGE STUB 0 15.008 END STUB DEPTH=3.0' 0 INSTALL 38 LF 6' ADS N12 DRAINAGE STUB 0 0.500 MIN. END STUB DEPTH=3.0' © EX. CATCH BASIN EX. RIM=343.20 EX. IE(E)=340.10 IE(W)=340.20 TO BE CONSTRUCTED AT BUILDING PERMIT APPLICATION: Q PROPOSED APPROXIMATE BUILDING STRUCTURE LOCATION. 0 PROPOSED ASPHALT DRIVEWAY. 0 PROPOSED GRAVEL STRIP (101 X 2'W X 0.80). 0 PROPOSED DISPERSION TRENCH PER DETAIL 1 THIS SHEET. 0 PROPOSED PERFORATED TIGHTUNE STUB OUT WITH (2'W x 10'L x 1.5'0) INFILTRATION TRENCH PER DETAIL 2 THIS SHEET. © INSTALL 1' WATER METER (BY WATER DISTRICT 1125). 0 PROPOSED GRAVEL STRIP (301 X 2'W X 0.6'0). 0 INSTALL 20' WOE CURB CUT. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NATIVE FILL NOTES: I0' PRIVATE SEWER EASEMENT EX. 6' SIDE SEWER 30' I FWD Mei* To I tNStO pelt/141V ?agog I. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET 5N1 FOR STANDARD 0TY OF TUKWILA CONSTRUCTION NOTES. 4. FUTURE HOUSE FOOTING NEED TO BE A MINIMUM OF 10 FEET FROM PROPOSED DISPERSION TRENCH. 5. THE APPROXIMATE GRADE FOR THE FUTURE DRIVEWAY 15 15.00 TO AVOID IMPACTING EXISTING SANITARY SEWER MAIN. S(-tOv ‘)E11, 0 p C s -q- VCL EXISTING GROUND WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC z Si TRENCH X -SECTION NTS 4' RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4- - 1 1/2• ski 10 AW{'^ybl)OT tiN PR�vFre 5p 3et-t Nt UILA, ND Tb Ek EeLc.-[DD HOUSE PLAN VIEW OF ROOF NTS PERFORATED TIGHTLINE STUB OUT SCALE: NONE 0 CONNECT TO LOT ROOF DRAIN STUB 2' X f0' LEVEL TRENCH W/PERFORATED PIPE. TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN 61111 50L10 uD 3 2' X 12' PRESSURE TREATED GRADE BOARD 6' RIGID PERFORATED PIPE LAID LEVEL WASHED ROCK 3/4' - 1 I/2' 4' X 4' SUPPORT POST FILTER FABRIC SECTION A -A NOTES 1. NIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT PONT DISCHARGE AND/OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 3. SUPPORT POST SPACING AS REWIRED 8Y SOL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. 18' 0.C.1 Ir2 2' 2 GRADE BOARD NOTCHES DISPERSION TRENCH DETAIL 1 1 SCALE: NONE 44).6 Aft PIw veo C EGTEcfl 6 rCA-0 Rev Lu 0' 0 Cr N N z z _ z 0 z a = _ z 0 CHECKED BY: CD CD 0 CC 0 a 0 0 L l N-acti7 DUNBABIN SHORT PLAT RTION OF THE SW 1/4 OF THE SW 1/4 OF N 15, TOWNSHIP 23 NORTH, RANGE 4 EAST N89°40 03"E 294.96' 10' PRIVATE SEWER EASEMENT LOT C 14119 34TH PL S (8,460 SQ. FT.) 104.89' S89°40'03' W 105.01' 10' BSBL NOTES: VOLUME PAGE 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOT C FOR THE BENEFIT OF THE OWNER OF LOT B OF THIS SHORT PLAT. LOT B OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 3. THIS SHORT PLAT CONTAINS A PRIVATE DRAINAGE EASEMENT WITHIN LOT D FOR THE BENEFIT OF THE OWNER OF LOT C OF THIS SHORT PLAT. LOT C OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 4. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE WATER SERVICE PERMITS FROM WATER DISTRICT #115. 5. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE PERMITS FOR POWER, TELECOMMUNICATIONS AND GAS SERVICE 6. OWNERS OF LOTS B, C AND D SHALL OBTAIN SEPERATE SANITARY SEWER PERMITS FROM VALLEY VIEW WATER DISTRICT. 7. ALL WATER METERS AND LINES TO LOTS SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER FLOW REQUIREMENTS. 7EE,° 54.0PES 0A) At,? '- c ,¢'p, R "¢e5, 6 IK.EN7' r ° R o,€4o, N4 00. 041630,,, 34-oir411, T REBAR / FOUND BRASS TACK IN LEAD IN / MONUMENT CASE City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila„ Telephone (206) 4314670 FAX , 4313665 SHORT PLAT NUMBER DECLARATION Know all men by these present that we, the undersigned, owner(s) In fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not 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) In witness whereof we have set our hands and seals. Name: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of . 20 Signature: Name as commissioned: Title: My appointment expires: DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST LEGAL DESCRIPTION (PLDI LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON LEGAL DESCRIPTION (NEW) LQLA: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23°08'12'E 75.39 FEET; TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, S23'08'12"E 47.84 FEET; THENCE, CONTINUING ALONG T MARGIN, S45°49'28'E Y`' ET, MORE OR LESS, TO THE SOUTH BOUNDARY OF •Tj;L CE, ALONG SAID SOUTH :OUNDARY, N89'40'03"5125.00 FEET; THENCE N00 ' 'E 65.51 'W E S89'40'03 166.11 FEET, TO THE POINT OF BEGINNING 5/1,,,341; c7 10 LOT B: PORTION OF LO _:.: • F CITY OF TUKW : ;° +' . 0 1 • =d 0 UNDER S OF KING COU ASHINGTON, SAID PORTION B /v 9 PARTICU •+- BED AS FOLLOWS; BEGINNING AT THE NOR WE CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVEN - • NTH, 23'08'12'E 75.39 FEET; THENCE N89'40'03'E 160.00 FEET; THENCE N r l ° •=A "E 69.50 FEET, ORE OR LESS, TO THE NORTH BOUNDARY OF SAID LOT 4; THENC , ONG SAID NORTH OUNDARY, S89'40'03'W 190.07 FEET, TO THE POINT OF BEGINNING St.1.151JECT To . =M A PORT P 'b TD 114 EA. I,+ITN _ . OT 4 OF CITY OF IBI SHORTPLAT NO. L12-0 RECO NG NO RECORDST_ KINGG CQ - x WASHINGTON, SAIDhORTION aglukip G MORE PARTICCRIBED AS FOLLSP/S, COMMENCING AT THE NORTHWEST CORNER OF SAID LOT4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'40'03'E 190.07 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID NORTH BOUNDA l N8:9°40'03'E 104.89 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, 4/:°.363°32'57"E 34.04 FEET, MORE OR LESS, TO/THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26'2T03'W 51.47 FEET, THENCE, CONTINUIN -''' SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78. THROU (001a A CENTRAL ANGLE OF 6'34'33" WITH A LENGTH OF 8.95 FEET; THENCE S89°40' 'W 109.37 FE THENCE N00°22'03'E 69.50 FEET,TO THE POINT OF BEGINNING. . 1.4-18,1E CT -1-0Loi D: 9ON OF LOT 4 OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORD1N01® RECORDS OF KING_ ;COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY -DESCRIBED FOLLWS; COMMENCING -AT -THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N89'4033"E 294.98 FEET; THENCE, CONTINUING ALONG'SAID NORTH BOUNDARY, S83°325TE 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S261T03"W 51.47 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 6°34'33' ENGTH OF 8,95 -FE THE POINT OF BEGINNING; THENC, CONTINUING ALONG SAID ,. -CURVE T THE LEFT, THROUGH A NTRAL ANGLE OF 19'30'16', HAVING A LENGTH OF 28.55 FEET; THEt, :CONTINUING ALONG D WEST MARGIN, S00°22'03"W 39.52 FEET, TO THE SOUTH BO DARY OF SAID LOT 4; NCE, ALONG SAID SOUTH BOUNDARY, S89'40'03'W 98.78 FEET; THENCE N00°22'03'E 65. ; THENCE N89°40'03'E 103.26 FEET, TO THE POINT OF BEGINNING; 5uedgcT TD . , CORDING R LAND SURVEYOR'S CERTIFICATE 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 hereon 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. APPROVALS KING COUNTY FINANCE DIVISION VOLUME PAGE I certify that all property taxes are paid and that a deposit has been made In sufficient amount to pay the taxes for the following year, that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of . 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of - . 20 King County Assessor Parcel Number(s): 1523049071 BASIS OF RING 'A PLAT BEARING OF N89°41'03"E FOR S 141ST STREET BASED ON FOUND MONUMENTS IN CASE. Deputy Assessor - TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of - , 20 Chairperson, Short Subdivision Committee j rcX )20c.fL{76 .. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED BASED ON TITLE REPORT AS PROVIDED SY TICOR TITLE COMPANY COMMITMENT NUMBER 6493485 DATED MAY 17, 2012 INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL 2. STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. - + - THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MAY 2012 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. TILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND o BSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF NDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. RECEIVED JUN 09 2014 TUKWILI PUBLIC WORK" ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VICINITY M SURVEY IN SW 1/4 OF SW 1/4 OF SECTION 15 T. 23 N.,R. 4 E., W.M., IN KING COUNTY, WASHINGTON RECORD Flied for day of recorded In Volume - of Plats, an page. of King County, Washington. OWNER(S):ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS: 3401 RAINIER AVE S., SUITE B SEATTLE, WA 98144 (208) 550.4383 - - 48964 \,ar% SAG LA90 Site Surveying, Inc. www.elb•ury ymapping,com 21923 NE 111118044 Sunmamish, WA 98074 Phon•: 42529944412 DRAWN BY 5-15-2014 .. JOB NUMBER King County Manager Supt. of Records and Elections CHECKED 8Y OF City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 431-3665 SHORT PLAT NUMBER: L 14-0037 DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST VOLUME PAGE NOTES: 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOT C FOR THE BENEFIT OF THE OWNER OF LOT B OF THIS SHORT PLAT. LOT B OF THIS SHORT PLAT IS RESPONSIBLE FOR MAINTENANCE. 3. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE WATER. SERVICE PERMITS FROM WATER DISTRICT#115. 4. OWNERS OF LOTS B, C & D SHALL OBTAIN SEPERATE PERMITS FOR POWER, TELECOMMUNICATIONS AND GAS SERVICE 10 PRIVATE SEWER EASEMENT 190.07' S BSBL 104.89' Q S89'40'03'W 105.01' ,0110o0 G \ \* L5 al F\ 7G N w \ N aIP \ \- 10' SIDEWALK STREET UGI -MNG AND UTILITY EASEMENT PER KC . RECORDING t . \ 520140620000769 \ - - 10Sil\/ \ _ LOT B (12,165 SQ. FT.). 10' BSBL 14ttq-34-PLS, LOT C (8,460 SQ. FT.) N89'40'03"E 160.00' SETREBAR AND CAP \(TYPICAL). N,o. A ' / 0 X47 iv44¢ . 0U Ary s / ry "s 'NO*.11=8 D=19°30'16' L=26.55' /.95' N89'40'03'E 109.37' 0=6° / FOUND BRASS TACK IN LEAD IN / MONUMENT CASE / 166.11'- 103.26' s BSBL LOT A (9,816 SQ. FT.) PRIVATE DRAINAGE EASEMENT R=78.00' L=35.50' D=19'30'16' FOUND BRASS TACK IN LEAD IN MONUMENT CASE LOT D (6,509 SQ. FT.) i&Z- a 3 3 (i / 'I S 182 7.5 BSBL N89.4003'E s GRAPHIC SCALE 10 0 10 20 1INCH = 20 FT. 125.00' m ) N89°40'03'E 223.78' 216.08' 218.50' 15' SANITARY SEWER EASEMENT KC •- RECORDING 520140820000787 0, N 34 PLS, tro_ 98.78' TRACT A WILDWOOD COURT VOL 72, PG. 95 1.00' WIDE 7.5 BSBL LOT 3 OF TUKWILA SHORT PLAT L12-018 PER KING COUNTY RECORDING NO. 20140715900001 10' PVT. SEWER EASEMENT PER TU -SP L12-018 BASIS OF BEARINGS ACCEPTED A PLAT BEARING OF N89'40'03'E FOR S 141ST STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED BASED ON TITLE REPORT AS PROVIDED BY TICOR TITLE COMPANY COMMITMENT NUMBER 6493485 DATED MAY 17, 2012 INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL 2. STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE 3. IN MAY 2012 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND 4. OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE 5. NOTED. TOTAL LOT SIZE 36,949 SQUARE FEET AVERAGE LOT WIDTHS; LOT A = 65.50 FEET LOT B = 69.50 FEET LOT C = 69.50 FEET LOT D = 65.50 FEET OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS: 813 THOMAS AVE SW RENTON, WA 98057 (206) 550-4363 W zz Site Surveying, Inc. L 14-0037 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Telephone (206) 431-3670 (206) 431-3665 DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST IVOLUME PAGE SHORT PLAT NUMB 190.0T sBS& m \ \ LOT B b (12,165 SQ. FT.) a O5'BSBL N89°40'03"E 180.00' I. 10' SIDEWALK STREET UGHTING AND U IIJTY EASEMENT PER KC 17tElo7217".%20c0o16q LOT A (9,816 SO. FT.) NOTES: 1. ALL FUTURE HOMES S. VE A FIRE SPRINKLER S INSTALLED. 2. IS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT. WITHIN LOT C FOR THE BENEFIT OF THE OWNER OF LO B OF THIS SHORT PLAT. L144, 4 J r5 rl 04i se34.44%-Tc soil -rat sgput c. pr -42A ITS FR-oN IM Di iY2 L cr IEl- 10' PRIVATE S10'PRIVATE OZti000 Li.pwNERS of Lars t31 ANbz sK' EASE tn`90 IS : 5£PA1267E P6PJ 1T3 2, fou j. a-_ 1 6 110K ed.* 6,&5 eNDBRASS _ 104.139' - - Mea. / TACK IN LEAD IN J / P 3 / MONUMENT CASE 4 / 105.01' 10' 8881. LOT C (8,460 SQ. FT.) R=78.00' L=35.50' D=19°30'16' FOUND BRASS TACK IN LEAD IN MONUMENT CASE 15' SANITARY SEWER EASEMENT KC RECORDING TRACTA WILDWOOD COURT VOL 72, PG. 95 1.00' WIDE S89'40'03'W 24.00' 10' PVT. SEWER EASEMENT PER TUSP L12-018 TOTAL LOT SIZE 36,949 SQUARE FEET AVERAGE LOT WIDTHS; LOT A = 65.50 FEET LOT B = 69.50 FEET LOT C = 69.50 FEET LOT D = 65.50 FEET OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, SR.. ADORESS:.3401 RAINIER AVE S., SUITE 3 SEATTLE, WA 98144 (206) 550-4383 Site Surveying, Inc. www.sltssury ymappInp.com 21923 NE 1115 Stn.t, SammamhM, WA 98074 Phone: 425.294-4412 DRAWN BY DATE EFJ 5-15.2014 JOB NUMBER CHECKED BY 0400 TO: RECEINC;r, City of Tukwila JUN 09 2014 Department of Community Development Ti:r vv , PUBLIC WORKS File Number 37 IL14-0005 LAND USE PERMIT ROUTING FORM Building Planning Public Works r 1❑1 Fire Dept. Police Dept. Parks/Rec Project: Dunbabin Short Plat Address: 14062 33rd Ave S Date June 9, 2014 transmitted: Response requested by: June 23, 2014 Staff coordinator: Minnie Dhaliwal 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.) w e o d4 ots i LA- -c :1 Plan check date10 / 1 f , Comments prepared by: Update date: 0400 City of Tukwila Department of Community Development File Number DO 3 Th L14 - LAND USE PERMIT ROUTING FORM TO: Building f Planning (❑I Public Works Fire Dept. 1❑1 Police Dept. DI Parks/Rec Project: Dunbabin Short Plat Address: 14062 33rd Ave S Date June 9, 2014 transmitted: Response requested by: June 23, 2014 Staff coordinator: Minnie Dhaliwal 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.) Update date: 05/15/2014 THU 13:50 FAX The fOiij')'rj.inci terr-ir•, t`: 'ia rl ' i iJ „j 1:. si 1. This Certificate of ;/t/ter Availability is valid only for the real property referenced herein for thiF. sole. purpose of submission ission ti the.Gity of Tukwila ("City"). This Certificate a t ; s i issued j r;;d z ;t the request of the City and is not assignable or transferable to any other party. Further, no third person or part/ shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise, ,, The istrictt makes no representations, expressed orimplied, the ;applicant will be able to obtain nethecessary perrrlirs, approvals and authorization from the City or any other applicabie land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Cerrtificate. 3. As of the date of the issuance of this Certificate), the District has water available to provide utility service to thie 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 • en in effect. Applicant's Signature Date District Rerwesentative ry( cZc. ate4 I7J005/005 05/15/2014 THU 13:49 FAX 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-131-3670 Web site: http://www.TukwilaWA.Rov Part A: To be completed by applicant 2002/005 V Site address (attach map and legal description showing hydrant location and size of main): Owner Information Name: ,,ivo6,S 1451,14,--c Address: Phone: L1 -- Agent/Contact Person Name: tGA J/G/ SJ _ Address: 3 LR ///I,^G` - Aju G. ---Phone: 2.0 7 (q V c)7— This certificate is for the purposes of: ❑ Residential Building Permit . ❑ ' Preliminary Plat Short Subdivision 0 Commercial/Industrial Building Permit 0 Rezone ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is Area is sery , iter Utility District): Owner/Agent Signatu e fl. 115 2)1V Date Part B: To be completed by water utility district 1. The proposed project is within "T'Gt (( viit--A J l<ti (- ,,-city/Ce iv.y) 2. 1\o improvements required. V 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehr tsiv. !Awl c ....:.: t ilio minimum flow requirements of the project before connection and to meet the State cross connection control ,ccp,ir;:^r;< nts: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2 ,15O0 '.:,,m ai 20 residual for a duration of 2 hours at a velocity of [-3 fps as documented by the attached calculations. 5. Water availability: 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. nSystem is not capable of providing service to this project. I hereby certify that the above information is true and correct. A.J C ct.Urtl MATER 's 't i2.5 3 206-24!Z-954.17 s-15--iy :-) ;RES C5 15 • I SD 05/15/2014 THU 13: 50 FAx 0003/005 King County 509400 014 1523049094 44140 101 7000020 \ 1435 j4040 1.523049112 5537201°1 14041 \ 1523049168 k , j40 55372 45016 \ 1523&141M0 j 4042 152300301 3 ocp?.P./11 eo 3 432 101 7000030 '00'16 / 9412600040 ..-/' , S 141st St / ,•,-, ,...7 -.--- \ 9412601'150 \ . 3 425 9412600010 429 (2 CJ 1410 4 os,? s, 7-, + L ... 5537200020 1,4053., \ \ c, s, ' \ • \ ' .... 5 P/926050031 A.4062 .52304:90 71 4075 553720(7032 3 02 < 94 15000010 0 208 <7.) 0'214 \ . \ 1 • 94 15000040 i ii \ 1 \ 222 II 43 I 1 1 9415 ( i 04014530 .......<2 \ j2.23. 9.'116000090 080 ---rg4iOU00070 00 10 14112 94126 (..0?_)0 oU 94126 (3b3t”.14) 14 126 9412600060 J4132 9412600090 1413 8 9412600 100 15231,4t3ltt 15230492 77 \ \ 1523049215 //\\ \ \ / / \ 7ti- \ \ ''1(2. 553720011 . Lw 421 \ . \ N . \ - , \ - • \ 14iii51:0,611-1Ci 44206 The information included on this rrep has been comped b,, King County staff from a variety of sources and is subject to change wkhoul notion. King County makes no representations or warranties, express or impf ed, as to accuracy, completeness, timeliness. or rights to the use of such information. Tris document is rot intended 1 in : 118 et br use as a survey product. An° County shat not be liable for any general, special, indirect, incidental, or consequential damages indudng, but net limited to, bst revenues or lost profit resulting from theuse or misuse d the information contained on this map. My sale dais map or i nformaticn on this map is prohibted except by 0 00125 0.025 ft writen permission of Kirg County. I I Date: 5/1 5/20 14 AN L4I King County GIS CENTER t• 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 Commercial: $100 1 . Certificate of Sewer Availability OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other 2) Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi -Family ❑ Commercial ❑ Other Applicants Name: FJ Fjanr, Gh Phone: ;204 —‘69--c.302_ Property Address or Appro ima Location: Tax Lot Number: /tOC2 3 3 1 --le /V G S' 15'23 v N-107) Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1/ 1. (A a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from 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) 50 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. 15t 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 ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ 4 (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required p May be Required c. Other: Chi. a r, j /..47 b c cL Gr,- v&71 6 -3 -cc/ tic,. c s* h.i -• C- et, I hereby from t rtify that the above sewer agency information is true. This certification shall be valid for one year to of signature. Title 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 1 have received the Certificate ofSewer Availability/NonAvailability and this Attachment, and fu y 7'e t''. the terms and conditions herein. NIP Applicant's S' ure PLAN 051015AL. MAIC SCALE 20 10 0 10 20 1hM- 20 EL LEGEND PROPERTY UNE EASELFNT —ROW CEMIERUNE ROW/AOUCENT PROPERTY UNE ASPHALT PAVEMENT LEGAL DESCRPTION THAT PORTON L OE 900010551 WARIER SF IDE 50110(151 QUARTER 0 SECTOR 15. MOM. 23 NORTH. EAST. WL, WING EO1111Y• 11.1911151014 OESQ®ED AS MOM EL) AT RE 11O116EA51 COMER 4' RE 521100130 OMRER 0 RIE SOOHIE0T 0108120 0 570 =TON 15. 110011E IESIFOIY NOP RE 40020EA05 MAMMAL UTE 0 SAO SOONEST 00ARIER O THE %MAW OMRIFR 0 ATCESNO 5111074 A 015TAN0: 0 655 11511 MORE SNMER0Y PAROLE. WM TIE 50N016Y MAMMAL EOE 0 SND 5 0 111 0 110 OMRTFR OF DE SO0M05S7 0MM1ER 0 PROM SECTION A COTA0E 0 610 FEET LITRE 01 FESS TO DE PC1NT OF 110/1111a MICE PAR41100.11111 NE N5430P40 YARMNMUCH PLACE IS .IEE OF 5A0 500ONE5! 005105 OF DE SOONEST LIARIER 0 SAD MOON A 06TAN0 0 310 FLET; OEM E9101Y ROWEL Uhl 111 NORDER5 08080108)4 UE 0 SAO SWMNFST 0)341120051)00550110511010812005500 Ci THE SECTION. A DISTANCE 0 210 FEET ME Q USS TO TIE 411 013N TNM 111 NOIDEASIEALY Rum 0 5A0 COUNTY ROAD MAX 50001)50715 ALM 0 7NE 11011OEA50AY ALARM 0 520 COUIIY 1NM0 10 DE PONT DEDUNR MFG POW AS LOT 5• 001O01 WEST ACRES. AOOOO55 TO TIE U/ELCROED FIAT TERM) PPM. 6 1NA1 P0110N Sr THE SWAM WARIER 0 RE SCUUNEST COMER 010110204 16 10PN9i 23 NMOL ANNE 4 ETA WM, M PC COMTE, 00110004, COMM AS MUM TIE sem ins NIT 0 0E NORM 557.5 FEET OF 111 VEST 200 FEET G INE E40120 FEET 0 RE SOONEST CALMER 0 TIE SOOHEMY 81001 R 0 SAD ELIDE LESS THAT POIONE4 15ATIED )CR EWNOD MORE ALC0101118 10 DE PUT IMF; 105105)4)0030)442010005)05 FLATS. PACE 91 M 1500 CORM NASIM0111 TAX PARCEL NUMBER 1573049071 REFERENCE / PvE S. OD a ,: 6.,Ga' ,di 1a3 / / 34 1F 6' PVC / o o.olo LOT 3 (9,901 SQ. FT) FTE -362.00 594+ 0.14-58, TYPE I-48' STA 304+93.82, 1ENTERLNE 15.0' SEHT_R EASCMENT 230 1F 8' PVC 00027 5.1 16 1-8.0 0.6.0 LOT 4 (36,949 SQ. FT) FF0=363.10 TO 653/4,91 73'35 61 6' CO 0.2.0 100 PVT. 50305 .._ EASEMENT 146 5 5 E' PVC MATCHLINE-SEE ABOVE RIGHT 330 - CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SSMH F34-58. TYPE STA 30449332, C001Ttk,:tff 4074-xp 90 - 1 :E f6'_11- 50•.55 E 9191-350.1.6 j t 34 11 8' PVC 0 r.010 .'3,,0^0+00 50615E 1114062 FFE 84%88280+355.90 Si STL5 Y A ,'Ct..+8019 10 (6 N,S=345.36 SW1/4, SEC. 15-T23N-R4E, W.M. MATCHLINE-SEE BELOW LEFT LOT 1 (7,057 SQ. FT) F70,350 i0 5.1613 0=7.0' ,1.3' 0 LOT 2 (7,328 SQ. FT) Fri -359.00 15.0 5=2+67 0-6.5' I LOT 3 (9,901 SQ. FT) 0:T_.362.00 5.0+57' 1=6.5 0=10.0 1 1 230 0 020 2. 76' 0YC / 150 50815 EASEMENT 05401 114-57 SHALLOW 60.45' STA 302+54.18 $ 0+16 1-60' 06.0' LOT 4 (36,949 SQ. FT) F+i=363.!0 0630' • E(. 0024040 ALONG ALCNM14T 50,CF8F0i5 2532*' ^I 4 / 113 L= 8' PVC 0 0.03 224-X 34TH PLACE S. 007843!3-31.'9442 055140-48' STA 302+54.19, CENIE51340 RIM -350 24 fE SS`6'81-344.28 10 (:311.34-4.39 ,,, IE_(fi"$1=34449 1 ,10 + 114-56 5050:05 84-45' S1 301+95 32, 9E7115455E R18=344.79) 40;6'50).338241 10 (6.5).33834, 1 .. ._.. 10.0 P0T. SEWER 045EMEHT 1455 1F 6' PVC -, 6' C01 1° 1 ( [012 5+ 014-56SHALLOW 3 3L4+5314 .}2.. CEN TE+!,'Nv E 1 L=1.51 39-52'1 302 0=44 9E°5'FVC- is ,-` -, 26 II 5 PL % 'g -67.5 1S 8' PVC f '- 13 0 0 088 1..' 0• 050 s=0+36 75 1F C x 00052 SSM. 014-55. SHALLOW 410-48' SA 301+23.04, CENTERLINE 0058014-55 9!80 0W 511-48' 505 301+2104, 0E91E8154E 5:5-040.77 11 19')70)=334.22 IE (84551-334.32 230 L B' PVC g 0 027 -- 1 02910055TAL GRAPHIC SCALE 20 10 0 10 20 1 506 - 205 VERTICAL GRAPHIC SCALE 5 2 5 0 2.5 5 1<n 314+00 AS -BUILT Ssis'18 504 X03+21.84 0 (6 5)=345.84 303.00 87 5 L 9' PVp 0 0.388 -' 05 01119 t ,J 10 1039TA -3-+0 47 E . 2- 1 / SS 5140 1 STA 3E1+56-56 'IE (5'540)=33608 75 ST PVC 0'0.052 - 1 312+30 9 1.1 71 6.i?, 94 L e' PvC 0 0043 -J. 304+C0 (- 2.75 CLEAR aT 34 10 8' PVC 0 0.043 392.g7 .l S_ '' EX. 55/.81T1;-Ti----- VA 5861EI4-5 -/STA 300+2603 CENTERUNE 1 fX S9,01 114-5 STA 300+28.53, CENTERLINE ENL 54} 337 25 Ex .0 ;(8'1.10=329.05. EX 1E ;(131.110-329 70 10 (60944=330 43 3024-00 350 .345 340 • 335 3 325 SHEET00 I SS1 T CO OaSLY Q > < co Q LL Q M j 4 Y zQ o H J 1 00 SHEETS Z 'O W VJ Z WLI- Waw-. Z_c cQ Q cc Z W Q '' a_ 'UJ N - H. H. PHAN x b 6 2 Cn / 4l -do31 t 1_ 4/752 ,50Y Lot Closure Report - Lot : LOT A RECEIVED MAS 22 2014 file- Z:\Jobs\!2014\14234 Orcas 33 SP\ SurveG\01-SP12134- PH2.msj\lc_LOT A.txt Friday, May 16, 2014, 9:08:32a.m. Starting location (North, East) = ( 5764.63, 1642139.43 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End_ Northing End Easting 1 Line S00°22'03"W 65.51 No 5699.12 1642139.01 2 Line S89°40'03"W 125.00 No 5698.40 1642014.01 3 Line N45°49'28"W 30.53 No 5719.67 1641992.12 4 Line N23°08'12"W 47.84 No 5763.66 1641973.32 5 Line N89°40'03"E 166.11 No 5764.63 1642139.43 Ending location (North, East) = ( 5764.63, 1642139.43 ) Total Distance : 434.99 Total Traverse Stations : 6 Misclosure Direction : N60°20'47"E (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1:78751.7 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 9816.034 sq. ft. (straight segment added to close traverse) = 0.225345 Acres *********** Lot Closure Report - Lot : LOT B file- Z:\Jobs\!2014\14234 Orcas 33 SP\_Survey\DWG\01-SP12134- PH2.msj\lc_LOT B.txt Friday, May 16, 2014, 9:11:58a.m. Starting location (North, East) _ ( 5832.99, 1641943.70 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End Northing End Easting 1 Line N89°40'03"E 190.07 No 5834.09 1642133.76 2 Line S00°22'03"W 69.50 No 5764.60 1642133.32 3 Line S89°40'03"W 160.00 No 5763.67 1641973.32 4 Line N23°08'12"W 75.39 No 5832.99 1641943.70 Ending location (North, East) _ ( 5832.99, 1641943.70 ) Total Distance : 494.96 Total Traverse Stations : 5 Misclosure Direction : S24°15'51"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1:193563.8 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 12163.954 sq. ft. (straight segment added to close traverse) *********** = 0.279246 Acres 1 Lot Closure Report - Lot : LOT C file- Z:\Jobs\!2014\14234 Orcas 33 SP\_Survey\DWG\01-SP12134- PH2.msj\lc_LOT C.txt Friday, May 16, 2014, 9:24:10a.m. Starting location (North, East) = ( 5834.10, 1642133.76 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing End Easting 1 Line N89°40'03"E 5834.70 1642238.65 2 Line S63°32'57"E 5819.54 1642269.13 3 Line S26°27'03"W 5773.46 1642246.20 4 Curve S23°09'46"W 1642242.68 ARC= 8.95, RAD= 78.00, DELTA= 6°34'28" BC_TO_RAD= N70°07'28"W RAD TO EC= S63°33'00"E ADD_ ARC_ AREA = 0.77 5 Line S89°40'03"W 109.37 No 5764.60 1642133.32 6 Line N00°22'03"E 69.50 No 5834.10 1642133.76 Length Front End_ Northing 104.89 No 34.04 No 51.47 No 8.95 No Ending location (North, Total Distance Total Traverse Stations Misclosure Direction starting location) Misclosure Distance Error of Closure Frontage Frontage/Perimeter AREA added to close traverse) *********** East) = ( 5834.10, 378.22 7 S29°20'25"E 1642133.76 5765.24 (from ending location to 0.00 1:79509.3 0.00 0.0 percent 8460.192 sq. ft. (straight segment = 0.194219 Acres 1 Lot Closure Report - Lot : LOT D file- Z:\Jobs\!2014\14234 Orcas 33 SP\Survey\DWG\01-SP12134- PH2.msj\lc_LOT D.txt Friday, May 16, 2014, 9:27:19a.m. Starting location (North, East) = ( 5764.63, 1642139.43 (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End _Northing End Easting 1 Line N89°40'03"E 103.26 No 5765.23 1642242.69 2 Curve S10°07'22"W 26.42 No 1642238.05 ARC= 26.55, RAD= 78.00, DELTA= 19°30'16" BC_TO_RAD= S70°07'30"E RAD_TO_EC= N89°37'46"W SUBTRACT_ ARC AREA = 19.88 3 Line S00°22'03"W 39.52 No 5699.70 1642237.79 4 Line S89°40'03"W 98.78 No 5699.12 1642139.01 5 Line N00°22'03"E 65.51 No 5764.63 1642139.43 Ending location (North, East) = ( 5764.63, 1642139.43 5739.22 Total Distance : 333.62 Total Traverse Stations : 6 Misclosure Direction : S44°52'50"W (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1:101993.5 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 6508.661 sq. ft. (straight segment added to close traverse) = 0.149418 Acres *********** 1 TECHNICAL INFORMATION REPORT RECEIVED t1AY 22 2614 COMMUNM 1 Y DEVELOPMENT DUNBAB 14062' TUKW? ORT PLAT VE SOUTH 98168. The Concept Group 4701 SW Admiral Way, Suite 353 • Seattle, WA 98116 • (206) 446-1291 rai Yowl Land Development & Civil Engineering Consultants DUNBABIN SHORT PLAT 14062 -33RD AVE SOUTH TUKWILA, WA May 2014 1 cerub, 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 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 10 TASK 1: STUDY AREA DEFINITION AND MAP 1 0 TASK 2: RESOURCE REVIEW 11 TASK 3: FIELD INSPECTION 15 TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS 16 TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS 16 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN 16 EXISTING HYDROLOGY (PART A) 16 DEVELOPED SITE HYDROLOGY (PART B) 16 SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND DESIGN 17 SECTION 6: SPECIAL REPORTS AND STUDIES 17 SECTION 7: OTHER PERMITS 17 SECTION 8: CSWPPP 17 EROSION CONTROL PLAN ANALYSIS AND DESIGN (PART A) 17 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS 21 SECTION 10: OPERATIONS AND MAINTENANCE 21 Appendices Appendix A: Proposed Drainage Plan & Stormwater Facilities Design Appendix B: Erosion Control Plan & Details Appendix C: Maintenance Procedures 914 tau rsi osi u 01 IMO 0• 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 prepared by Schroeter Surveying, the King County Assessor's map, 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 based on limited subsurface exploration. During construction, if soil conditions are found that are significantly different from those identified in this report, construction should stop until those items affected by the changed conditions can be identified and adjusted, if needed to reflect the changed conditions. 3. This report is prepared for the sole use of client for the purpose of subdividing the property located at 14062 — 33rd Avenue South in the City of Tukwila, Washington. All other uses are expressly prohibited without prior written approval from the engineer. 4. All construction related to the drainage system for this project will be in accordance with the 2009 King County Surface Water Design Manual and the 2007 King County Roads Standards unless specifically mentioned in this report and/or approved by agency. fIq Dunbabin Short Plat -Technical Information Report May 2014 SECTION 1: PROJECT OVERVIEW The property is located at 14062 — 33rd Avenue South in the City of Tukwila, WEI Washington. There is currently one (1) single family residence on the property. The project proposes to short plat the existing parcel into four (4) single family residential lots. The existing structure on the property will remain. Proposed improvements include the construction of three (3) new single-family structures, access driveways, associated utilities and stormwater management facilities. Site Information Address: 14062 — 33rd Avenue South Section/Township/Range: SW �/a Sec. 15, T. 23N, R. 4E of W.M. Size: 36,949 sq. ft. (approximately 0.85 acre) City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila Design Criteria: 2009 King County Surface Water Manual Zone: Residential, single family 1St • Seante Sate! 3 146th St Riverton Crest Cemetery Project Location S 144th S1 VY S 146th St 2 96 N S 1401h St Econ Lodge Sea ran Airport North" S 140th St 5141st St Pawn X. -Change e 5 142nd St S 143rd St S 144th St S 145th St Cascade4View Community Park Tukwila trading M 5 139th St 5 14loi St 5131thS N 0 S 13gth St to to Fostrr iogh School T �° vt City of T S 144th St 5 1409) St S 14and St S.145111 St sin Po Figure 1 — Vicinity Map / Site Location Not -to -Scale The Concept Group Page 1 Dunbabin Short Plat -Technical Information Report May 2014 View looking into front yard of subject property from 33rd Avenue South. View looking into back yard of subject property from 33rd Avenue South. The Concept Group Page 2 Dunbabin Short Plat -Technical Information Report May 2014 Looking south along 33rd Avenue South. Looking north along 33`d Avenue South. The Concept Group Page 3 Dunbabin Short Plat -Technical Information Report May 2014 Drainage Basin The property is located within the Duwamish drainage basin and the Green River watershed. The entire project drains to this one basin. The general topography of the site slopes from southwest to northeast. Elevations on the site vary from a high point of 362 feet at the western property line to 340 feet at the eastern property line, with grades varying around 2.0% to 30.0%. Figure 2 — Drainage Basin Study Area Map Not -to -Scale The Concept Group Page 4 Dunbabin Short Plat -Technical Information Report May 2014 Soils Information Soils Survey The Geologic Map of King County indicates the soil type within the project as Vashon Subglacial Till. The KCRTS equivalent soils group, as defined in Table 3.2.2.6 of the 2009 King County Surface Water Manual (KCSWM), is Till. A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on May 31, 2012. The analysis confirms that the soils at the site are composed of 17% fine silt/clay and 31% fine sand; the Unified Soil Classification System (USCS) classification of the soils is SM, composed of silty sand. Due to the high percentage of silt and fine sand, infiltration is not feasible for this project site. Younger Glacial Deposits (Fraser Glaciation, Pleistocene) Qvr - Vashon recessional outwash deposits .;f Qvrl - Vashon recessional lacustrine deposits j Qvrc - Vashon recessional coarse-grained deposits 7-1 —? Qvi - Vashon ice -contact deposits Qvt - Vashon subglacial till Geologic Map of King County Compiled by Derek B. Booth, Kathy A. Troost & Aaron P. Wisher March 2007 Figure 3 — Soils Map Not -to -Scale The Concept Group Page 5 fq r tir iA INNI rs YIP wad PERCENT FINER 100 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report .EE n tv • 7- A e 0 0 s 9 g s C • 500 100 10 01 0.01 0.001 %COBBLES % GRAVEL % SAND % FINES CRS. FINE CRS. MEDIUM FINE SILT CLAY 0.0 6.0 22.0 8.0 16.0 31.0 17.0 SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X=NO) 2 in. 100.0 1 in. 98.0 3/4 in. 94.0 3/8 in. 82.0 #4 72.0 #10 64.0 #30 54.0 #40 48.0 #50 40.0 #60 35.0 #100 25.0 #200 17.0 #270 15.0 4325 14.0 (no specification provided) Sample No.: 01 Location: Material Description Red/Bm Silty sand with gravel PL= D85= 11.3 D30= 0.201 Cu= USCS= SM Atterbera Limits LL= PI= Coefficients D60= 1.07 D15= 0.0530 Cc= Classification AASHTO= Remarks Tested & Calculated by: M. Blackwell Reviewed by: Mike Blackwell Received -5/4/12, Tested -5/8/12 D50= 0.472 D10= Source of Sample: 14062 33rd Ave. So. A.A.R. Testing Laboratory, Inc. Date: 5/31/12 Elev./Depth: Client: The Concept Group Project: Misc Lab Project No: 12-305 Plate 113 v Dunbabin Short Plat -Technical Information Report May 2014 SECTION 2: CONDITIONS AND REQUIREMENTS WEI Design Requirements f�R her 1.40 The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. The project adds less than 10,000 SF of new impervious surface, therefore is subject to a small project drainage review based on the thresholds outlined in the 2009 KCSWM Section 1.1.2.1. The project is subject to Small Drainage Review because the project is a single family residential project that results in >_ 2,000 SF of new impervious surface... AND meets the following criteria... The project will result in no more than 10,000 square feet13 of total impervious surface added on or after January 8, 2001 and its new pervious surface area will be no more than 35,000 square feet minus 3.25 times the area of new impervious surface being proposed by the project (for sites larger than 22,000 square feet, a factor of 2.25 may be used instead of 3.25, and for sites zoned as RA. F, or A, the allowable amount of neer pervious surface calculated herein may be increased by 50% or may be the remaining portion of site if 65% or more of the site is preserved in native vegetation by clearing limit, covenant, easement, or tract), OR 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) Existing (driveway/patio improvements assumed after 1/8/01) Proposed New Total Impervious after 1/8/01 1,050 0 7,200 8,250 The new pervious surface area will be no more than 35,000 square feet minus 3.25 times the area of new impervious surface being proposed by the project: (35,000 — (3.25 x 7,200)) = 11,600SF Therefore, proposed 7,200 SF of impervious surface is less than calculated allowable impervious surface of 11,600 SF. Table 2 provides a summary to the project stormwater design requirements. Table 2 - Jurisdictional Requirements Peak Run-off Control: Level 2 Conservation Flow Control (Exempt based on Small Project Exemption) Water Quality: Enhanced Basic (Exempt based on surface area exemption) Conveyance: 25 year developed event Downstream Analysis: 1/4 mile The Concept Group Page 7 rad tww !L# xi rq INNI 11 lumi Dunbabin Short Plat -Technical Information Report May 2014 Core Requirement #1: Discharge at the Natural Location Stormwater runoff from the entire project presently sheet flows in a northeasterly direction towards 34th Avenue South. In the developed condition, stormwater will continue to discharge at its natural location. Core Requirement #2: Offsite Analysis Stormwater runoff from the entire project sheet flows in a northeasterly direction towards 34`h Avenue South. It then travels north in a closed -pipe system for approximately 175 feet along 34th Avenue South and continues west for another 150 feet. The stormwater then travels north along 33`d Place South for approximately 350 feet before entering the drainage system along South 140`h street. The stormwater continues to travel east in the closed -pipe system along 140`h Street beyond a quarter mile from the project. Core Requirement #3: Flow Control The property is located within the Level 2 Flow Control area per the King County stormwater map. However, this project is exempt from flow control requirements per the Small Project threshold outline in section 1.1.2.1 of the KCSWM as discussed in the Design Requirement section of this report. Core Requirement #4: Conveyance System There are no conveyance system 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 applicant or 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 will "'' be privately maintained. URI A 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. Although the project will create 7,200 square feet of new impervious surface, only 2,400 square feet is pollution - generating impervious surface (PGIS). Special Requirement #1: Other Adopted Area -Specific Requirement Based on pre -application meeting discussions, no other area -specific requirements are imposed on this property. The Concept Group Page 8 Dunbabin Short Plat -Technical Information Report May 2014 Special Requirement #2: Flood Hazard Delineation Based on FEMA Flood Map #53033C0960F, 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 multi -family 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. The Concept Group Page 9 aga rim Imo I.r r I�1 1.1 rwi 1111 sod 9111 Y�l Dunbabin Short Plat -Technical Information Report May 2014 SECTION 3: OFFSITE ANALYSIS Task 1: Study Area Definition and Map The study area of the downstream analysis extends beyond '/4 mile from the project discharge location as shown in Figure 4 below. Downstream Discharge Location, �/4 mile from site Figure 4 — Drainage Study Area Not -to -Scale The Concept Group Page 10 Dunbabin Short Plat -Technical Information Report May 2014 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. POEM ROED RIS2AM72 PAOCNW FIRM ROOD INSURANCE. RATE MAP KING COUNTS, WASHINGTON AND INCORPORATED AREAS 11 NE 9F 1125 ONE AE Ft 7,1 ,: ,... Ie.% s NAP 765975 5.9633C0966 f WAP RD72E6: WAY 16,1575 �Nwuf Fmnerna Mar+Nv.ml A �.•t Figure 5 — Floodplain Map Not -to -Scale King County Water and Land Resources — The drainage complaint log from King County's Water and Land Resources division indicates that there are no drainage or flooding complaints within past 10 years within a quarter mile downstream of the site. Figure 6 — Downstream Drainage Complaint Log Not -to -Scale The Concept Group Page 11 Dunbabin Short Plat -Technical Information Report May 2014 Sensitive Areas Folio - The project site is not located in or near a mapped Sensitive Area per the King County sensitive areas inventory maps. Highlighted Feature County I3oundary CAO Shoreline Condition II gtr *Actium LOW Highways Incorporated Area Streets Highway 'Aerials {cont) IRA Legend Loral Parcels SAO Stream CAesi Class 2 Pewniat Class 2 Sairnonid. Class 2 Unclassified'.. SAO Wetland SAO Landslide SAO Erosion SWUM Landslide Hazards Landslide ilzutrd Landslidm Hazard Dmin»aa CAO Basin Condition High Madam Lova Figure 7 — Sensitive Area Map Not -to -Scale The Concept Group Page 12 Dunbabin Short Plat -Technical Information Report May 2014 Wetlands Inventory - The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. gi Highlighted Feature _1 County Boundary CAO Shoreline Condition 409 High i% 111 minim I • lox Highways ▪ Incorporated Area Streets erf Highway :af' Ariariak (tont) Legend Local Parcels SAO Stream Class 1 Class 2 Porenmial Class 2 Saknonid Class 3 Unctissl(iod SAO Wetland SAO Landslide SAO Erosion SWUM Landslide Hazards Landsiido Hazard Landslide Hazard Drainage CAO Basin Condition ® High. ▪ Medium Low Figure 8 — Wetland Inventory Map N of -to -Scale The Concept Group Page 13 Dunbabin Short Plat -Technical Information Report May 2014 Hazardous Landslide - The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. EN HighlightedFeature i County Boundary CAO Shoreline Condition. High Medium Low Highways /r Incorporated Area Streets Highway Arterials (cont) Legend Local Parcels SAO Stream clan 1 Cies 2 Perennial Class 2Solemn id Claes Unclassified SAO Wetland SAO Landslide SAO Erosion SWAM Landslide Hazards ▪ Landslide Hazard Landslide Hazard Drainage CAO Basin Condition High Modem • Law Figure 9 — Hazardous Landslide Map Not -to -Scale The Concept Group Page 14 V Dunbabin Short Plat -Technical Information Report May 2014 Task 3: Field Inspection Level 1 Analysis This Level 1 Downstream Analysis was prepared in accordance with Core Requirement #2 of the 2009 KCSWDM. A downstream analysis was conducted on May 14, 2014. The weather was sunny with temperatures in the low 80's degrees Fahrenheit. The property is currently developed with one (1) single-family residence. The project proposes short plat the property into four (4) total parcels to construct three (3) additional single family structure along with an associated driveway and utilities. The property is accessed from 33`d Avenue South and 34th Avenue South. Narrative The property is located within the Duwamish drainage basin and the Green River watershed. The entire project drains to this one basin. The general topography of the site slopes from southwest to northeast. Elevations on the site vary from a high point of 362 feet at the western property line to 340 feet at the eastern property line, with grades varying around 2.0% to 30.0%. Upstream Tributary Area The site is located adjacent to residential properties. Based on topography data from King County iMap and field reconnaissance, there is no contributing upstream stormwater that flows to the project site. Upstream stormwater is intercepted by the drainage system on 33rd Avenue South; therefore, it does not reach the subject property location. Figure 10 — Site Topography Map Not -to -Scale The Concept Group Page 15 Dunbabin Short Plat -Technical Information Report May 2014 Downstream Analysis Stormwater runoff from the entire project sheet flows in a northeasterly direction towards 34th Avenue South. It then travels north in a closed -pipe system for approximately 175 feet along 34th Avenue South and continues west for another 150 feet. The stormwater then travels north along 33rd Place South for approximately 350 rei feet before entering the drainage system along South 140`h street. The stormwater continues to travel east in the closed -pipe system along 140th Street beyond a quarter mile from the project. Task 4: Drainage System Description and Problem Descriptions Based on this field inspection there appears to be no current significant erosion or capacity problems within a'' IA mile downstream of the property. Vr Task 5: Mitigation of Existing or Potential Problems ril 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. SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN Existing Hydrology (Part A) There is currently one (1) single family residence on the property. The entire project 1411 drains to this one basin. The general topography of the site slopes from southwest to northeast. Stormwater runoff from the entire project sheet flows in a northeasterly direction towards 34th Avenue South. Offsite Contribution Based on topography data from King County iMap and field reconnaissance, there is no Iq contributing upstream stormwater that flows to the project site. Upstream drainage is intercepted and collected in the public storm drainage system located on 33`1 Avenue rr South. Developed Site Hydrology (Part B) The project proposes to short plat the existing parcel into four (4) single family residential lots. The existing structures on the property will remain. Proposed improvements include the construction of three (3) new single-family structures, access driveways, associated utilities and stormwater management facilities. rii Developed Onsite Assumptions Each new residential lot is assumed to consist of approximately 1,600 sq. ft. of new iq impervious roof surface, 700-900 sq. ft. of driveway, with the remainder of the property consisting of landscape and lawns. 6.1 Lot 1 Lot 1 is not a target surface because no new impervious surface is proposed for this lot. Existing structure will remain. hogThe Concept Group Page 16 Int Dunbabin Short Plat -Technical Information Report May 2014 Lot 2 Drainage Design Stormwater runoff from Lot 2 will be mitigated with a 25 ft dispersion trench. Stormwater will be dispersed via a vegetated path within the subject property prior to continuing to sheet flow into the closed pipe drainage system located on 34th Avenue South. Lot 3 & 4 Drainage Design Stormwater runoff from the Lot 3 and 4 will be collected and routed to a 10 ft trench containing a perforated pipe which connects to the public drainage system on 34th Avenue South. SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND DESIGN There are no conveyance systems proposed for this project. SECTION 6: SPECIAL REPORTS AND STUDIES No other reports or special studies have been prepared for this project. SECTION 7: OTHER PERMITS Permit for this project included: • Preliminary Short Plat Approval • Final Short Plat Approval • Site Improvement Construction Permit • Building Construction Permit SECTION 8: CSWPPP Erosion Control Plan Analysis and Design (Part A) All erosion and sediment control measures shall be governed by the requirements of the City of Tukwila. 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. 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. Small Site ESC Requirements per KCSWDM Appendix D.7 The site is subject to Small Project ESC Requirements because it is subject to Small Project Drainage Review as determined in Section 1.1.2.1 of the Surface Water Design Manual, and it disturbs less than 3 acres of soil. The Concept Group Page 17 rq Wal PRI Dunbabin Short Plat -Technical Information Report May 2014 Erosion and Sediment Control BMP's Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. The specific BMP's for soil stabilization that shall be used on this project include: • Clearing and grubbing shall be done only in areas where earthwork will be performed and only in areas where building is planned to commence within 14 days after clearing and grubbing. Temporary seeding and planting of all unpaved areas using approved grass seeding techniques. • Dust Control (frequent watering to minimize wind erosion during construction). • Sodding/Landscape Planting for permanent stabilization practices. In general, cut and fill slopes will be stabilized as soon as possible and soil stockpiles will be temporarily covered with plastic sheeting. All stockpiled soils shall be stabilized from erosion, protected with sediment trapping measures, and where possible, be located away from storm drain inlets, waterways, and drainage channels. In addition, sediment will be removed from paved areas in and adjacent to construction work areas manually or using mechanical sweepers, as needed, to minimize tracking of sediments on vehicle tires away from the site and to minimize wash off of sediments from adjacent streets in runoff. Whenever possible, sediment laden water shall be discharged into onsite, relatively level, vegetated areas. Plastic Covering Plastic covering provides immediate, short-term erosion protection to slopes and disturbed areas. All cut and fill slopes will be designed, constructed, and protected in a manner than minimizes erosion. Use of stabilization fabric for all slopes having a slope steeper than 3:1 (3 horizontal to 1 vertical) is required. Mark Clearing Limits/Minimize Minimizing clearing is the most effective method of erosion control. Undisturbed vegetation intercepts and slows rainwater. Plant roots hold soil in place, and dead vegetation on the ground acts as a mulch. Clearing limits are marked on the Erosion Control Plans to minimize clearing to retain the undisturbed vegetation area on the western portion of the property, designated as the natural vegetation flow path for the dispersion trenches. Silt fencing and Other Perimeter Protection Perimeter protection to filter sediment from sheet wash shall be located downslope of NA all disturbed areas and shall be installed prior to upslope grading. The following perimeter protection measures are applicable for this site. Refer to the silt fence locations as marked on the Erosion Control Plans. F1 Silt Fence: 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 014 the runoff velocities of overland flow. Silt fence may be used downslope of all disturbed areas. The Concept Group Page 18 la e1y ful iq v gal F:1 Fai w Dunbabin Short Plat -Technical Information Report May 2014 The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric specifications must be available on site. AOS (ASTM D4751) 30-100 sieve size (0.60-0.15 mm) for slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 0.02 sec -I minimum Grab Tensile Strength (ASTM D4632) 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 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 long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Inlet Protection All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drains until treatment can be provided. Storm Drain Inlet Protection will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment -laden runoff on and near the project site. Catch basin inserts will be used as inlet projection BMP's and have been identified and labeled on the ESC Plan attached to Appendix B of this report. Temporary Construction Entrance 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. Winter Stabilization In order to minimize sediment -laden runoff, as much of the bare and disturbed portions of the site as possible should be covered during any period of precipitation. Once sediment is mobilized, it is much more difficult to effectively control. Winter stabilization is required between October 1 and April 30 (the wet season). During the above time frame, slopes and stockpiles 3H:1V or steeper and with more than 10 feet of vertical rise shall be covered if they are to remain unworked for more than 12 hours. Other disturbed areas shall be covered or mulched according to D.3.2.2 The Concept Group Page 19 11 Dunbabin Short Plat -Technical Information Report May 2014 if they are to remain unworked for more than two days. Cover material sufficient to cover all disturbed areas shall be stockpiled on site at the beginning of the wet season. (14 Areas that are to be left unworked during the winter shall be seeded prior to September 23`d Maintenance: The site should be inspected weekly and immediately before, during, and after storms. Cover and other erosion control measures shall be repaired and enhanced as necessary to prevent or minimize sediment runoff and transport. rr Final Stabilization Final stabilization minimizes sediment -laden runoff from the site after construction has been completed. Final stabilization is required prior to final construction approval. The site shall be stabilized to prevent sediment -laden water from leaving the site after project completion. All disturbed areas of the site shall be vegetated or otherwise permanently stabilized. At a minimum, disturbed areas must be seeded and mulched to ensure that sufficient cover will develop shortly after final approval. Mulch without seeding is adequate for small areas to be landscaped before October 1. All permanent surface water facilities (including catch basins and pipes) impacted by sedimentation during construction must be cleaned. 6.•Permanent erosion control is the responsibility of the owner. The site must be kept stabilized using landscaping, mulch, or other measures to prevent sediment -laden iq water from leaving the site and to prevent sediment from being transported onto adjacent properties and roads. 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 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. Flag or fence clearing limits. I 2. Install catch basin protection if required. 3. Grade and install construction entrance(s). 4. Install perimeter protection (silt fence, brush barrier, etc.). 5. Construct sediment ponds and traps. 6. Grade and stabilize construction roads. 7. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 8. Maintain erosion control measures in accordance with City of Tukwila and King County standards and manufacturer's recommendations. 9. Relocate erosion control measures or install new measures so that as site sip conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 4.•The Concept Group Page 20 R1 Dunbabin Short Plat -Technical Information Report May 2014 10. 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. 11. Stabilize all areas that reach final grade within seven days. 12. Seed or sod any areas to remain unworked for more than 30 days. 13. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed if appropriate. Inspection and Monitoring All BMPs shall be inspected, maintained, and repaired as needed to assure continued performance of their intended function. Site inspections shall be conducted by a person who is knowledgeable in the principles and practices of erosion and sediment control. This person has the necessary skills to: • Assess the site conditions and construction activities that could impact the quality of stormwater, and • Assess the effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. Areas of High Susceptible ESC Based on the developed nature of the neighboring properties, there are no areas of potentially high susceptible erosion problem areas on or near the vicinity of the project site. ESC Recommendations in Special Reports There are no special ESC requirements for this project since it is not located in a mapped landslide or steep slope area. ESC Exemptions/Modifications No exemptions or modifications to the ESC measures are proposed for this project. SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS No bond quantity or declarations of covenants are required for this project. 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. At a minimum, infiltration/dispersion trenches must be maintained as follows: • Trenches must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. The Concept Group Page 21 Dunbabin Short Plat -Technical Information Report May 2014 • If the infiltration/dispersion trench has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged ponding around or atop a device may indicate a plugged facility. • If the device becomes plugged, it must be replaced. • Keeping the areas that drain to infiltration devices well swept and clean will enhance the longevity of these devices. • For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. The Concept Group Page 22 0 A 0 Dunbabin Short Plat -Technical Information Report May. 2014 Appendix A Proposed Drainage Plan The Concept Group Appendices Layout Name: Loyoutl Hon F: \Working\R12100 DUNBABIN SHORT PLAT 14062 — 33RD AVE SOUTH TUKWILA, WASHINGTON 98168 SW1/4, SEC. 15—T23N—R4E, W.M. S 138TH ST.\ 1 P OJECT % SfkE \ 142M ST. S 140TH ST. w N 5. 144TH STN `►' N - , 1 ' Ai H. S. 142TH ST. J S. 148TH ST. / 1 •LTH S. 148Th ST. \ / S 140TH ST. 150TH ST. 99 Mr5. d 7 S 1501/1 ST. S. 152TH 5T, 1 `d 7 VICINITY MAP NTS REFERENCE SHEET NO, CV SHEET 1 OF SHE TS J 1- 0 Cr) z m Z D 1- 0 CnW Q 0 CV (0 COVER SHEET DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE CV EC1 DRI SN1 COVER SHEET TESC PLAN SITE CML PLAN AND DETAILS STANDARD CONSTRUCTION NOTES UTILITIES HORIZONTAL GRAPHIC SCALE 40 20 0 20 40 I I 1 inch = 40 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LEGEND PROPERTY UNE ADJACENT PROPERTY UNE — ROAD CENTERLINE/ROW CENTERLINE ROW UNE — PROPOSED EASEMENT UNE — — — BSBL W PROPOSED WATER SERVICE UNE SS PROPOSED SIDE SEWER UNE SD PROPOSED STORM DRAIN UNE —0-0-0-0-0— SILT FENCE INLET PROTECTION • PROPOSED CATCH BASIN TYPE 1 CORNER SET WATER METER B CLEAN OUT C ] PROPOSED DISPERSION TRENCH ASPHALT PAVEMENT APPLICANT: OWNER'S AGENT 3410 RAINIER AVE 5., SUITE B SEATTLE. WA 98144 (206) 669-6302 CONTACT: ED FLANIGAN CIVIL ENGINEER: SURVEYOR PBC. LLC 5130 S. 166TH LANE SEATAC, WA 98188 (206) 446-1292 CONTACT: HAN PHAN. P.E. SITE SURVEY & MAPPING, INC. 10115 - 214TH AVE NE REDMOND. WA 98053 (253) 298-4412 CONTACT: THOMAS WOLDENDORP, P.L.S. WATER KING COUNTY WATER DISTRICT /125 3460 SOUTH 148TH STREET SEATAC. WA 98188 (206) 242-9547 SEWER: POWER: VALLEY VIEW SEWER DISTINCT 3460 S. 148TH STREET, SUITE 100 SEATTLE, WA 98168 (206) 242-3236 SEATTLE CITY UGHT 700 FIFTH AVENUE, SUITE 3300 SEATTLE, WA 98124 (206) 684-3000 GAS PUGET SOUND ENERGY 1-888-321-7779 CABLE: COICAST 1-866-771-2281 TELEPHONE: WEST 1-800-526-3557 LEGAL DESCRIPTION A PORTION OF THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST DARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15. THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST WARIER OF AFORESAID SECDON, A DISTANCE OF 810 FEET. MORE OR LESS TO THE INTERSECTION VATH COUNTY ROAD, WHICH 15 THE TRUE PONT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL UNE OF SAID OF SOUTHWEST WARIER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL W1T1 THE NORTHERLY MARGINAL UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE 0R LESS TO THE INTERSECTION 8111 THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE PONT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENDING AT THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S2398'12'E 123.23 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, 52308'12'( 173.17 FEET. TO THE PONT OF BEGINNING; THENCE. CONTINUING ALONG SAID EAST MARGIN. S2398'12'E 142.02 FEET; THENCE. ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FEET. THROUGH A CENTRAL ANGLE OF 12799'2r W1TH A DISTANCE OF 22.19 FEET; THENCE N00Z2'031 93.56 FEET; THENCE S89'40'03'W 120.83 FEET, TO THE PONT OF BEGINNING; VERTICAL DATUM ELEVATIONS SHOWN ON 11115 DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY WCCS SURVEY CONTROL DATABASE. PONT ID NO. 9311-903 THE PONT IS A 2 BRASS DISK 81TH 'X' SET IN CONCRETE IN MONUMENT CASE AT THE INTERSECTION OF 5 144TH STREET AND 32ND AVENUE 5 ELEVATION: 361.70 FEET (NAVD 88) TAX PARCEL NUMBER 1523049071 P LLI h N a LA d8 z r p H. H. PHAN DESIGNED BY: a a 2 5- - CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION 5- m O z EC1.dwg Layout Nome: Layoutl 2 Short Piot \CADD\ May 15, 2014 — 12:12am o 1" I 1 SW1/4, SEC. 15-T23N-R4E, W.M. TYP N89'40'03"E 294.96 9vu.•un • \ \ \ \ \ \ \ \• • •\ \ \ o,G \ - \ ° LOT 2 - - n c ` - ♦ (12,172 SQ. FT) - - - - .- C. ,le ° 4 6 g1PE VEN moo. ;s \ • N8 '5'40-6.3"8 309:37' \ 7' \ — '1 4' \ \ EXISTING HOUSE CG c j II P \ _ TO REMAIN I Pa 10 • ▪ 1 $ TY LOT 1 OUSE III 1 / (9,816 SQ. FT}1 ' (' / / ROUSE i I!! \\ (•/ '.J J. 1 FINISH FLOOR -3631' / \ • ,-• \ FRE BASEMEN1-3559' / \ RIDGE HEIGHT-374.5' CATCH R''.M=3< / IIRVERT / N,uERT CATCH RIM=3t NVERT \ \ \I 499,01 9R78' .. 223.78' G O Od3E b 1.0'TR T SEQUENCE OF CONSTRUCTION: 1. FLAG AND STAKE CLEARING UNITS. 2. INSTALL EROSION CONTROL MEASURES (SILT FENCE, ETC.) 3. FIELD LOCATE ALL UDUTIES. 4. INSTALL CONSTRUCTION ENTRANCE. 5. CLEAR AND GRUB SITE. 6. GRADE THE SITE. 7. INSTALL SIDE SEWERS AND OTHER SITE UTIUSES; PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW OR EXISTING INLET LOCATIONS. 8. CONSTRUCT BUILDING STRUCTURES. 9. REMOVE TEIAPORARY EROSION CONTROL FACILITY UPON STABIUZATION OF ENTIRE PROJECT SITE, AS APPROVED BY THE OTY OF TUKWILA. TESC CONSTRUCTION NOTES: NOTES: 0 INSTALL SILT FENCE, SEE DETAIL 1. INSTALL CONSTRUCTION ENTRANCE, SEE DETAIL 2. O INSTALL INLET PROTECTION, SEE DETAIL 3. O REMOVE EXISTING TREE. ® EXISTING TREE TO BE SAVED, SEE DETAIL THIS SHEET. JOINTS IN FILTER FABRIC SHALL BE SPUCED AT POSTS USE STAPLES, WIRE RINGS, CR EQUIVALENT TO ATTACH FABRIC TO POSTS. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. EC1 SHEET 2 OF 4 SHEETS HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY AU. GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SN1 FOR STANDARD OTY OF TUKWILA CONSTRUCTION NOTES. 2'X2' X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. \'i. 10' PRIVATE \ S R EASEMENT \ \ • !u • \ \ \ N89'40'03"E 172.31' EARTHWORK VOLUME ESTIMATES: LOCATION STORM DRAIN CUT (CY) FILL (CY) 30 0 DISTURBED AREA ESTIMATES: LOCATION AREA (SF) STORM DRAIN, DISPERSION TRENCH & BUILDING 10,500 CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBUC ROAD EDGE OF EXISTING PAVEMENT NEW ASPHALT PAVEMENT f.'NS NO 0►9 / P .11/It ..? INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE R-25'MIN. DITCH AS PER KING COUNTY ROAD STANDARDS e TO 8r QUARRY SPALLS GEOTEXTILE UNDERUNE NOTES: 0 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA 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 AVOD DAMAGING OF THE ROADWAY. IT 15 RECOMMENDED THAT THE ENTRANCE BE CROWNED 50 THAT RUNOFF DRAINS OFF THE ROAD. INLET PROTECTION DETAIL O PER 2009 KING COUNTY SWIM FIGURE D.3.5.F SCALE: NONE 100' MIN. !! 6' MAX. POST SPAONG MAO BE INCREASED TO 8' IF WIRE BACKING IS USED NOTES: 2 X 4' WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT FILTER FABRIC FENCES SMALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 11111111111111111111111 I 111111111111111•1111111111111 OVERFLOW CATCH BASIN INSERT CATCH BASIN SEDIMENT CONTROL NOTES: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW. AND CAN BE EASILY MAINTAINED. CONSTRUCTION ENTRANCE DETAIL O PER 2009 KING COUNTY 5WDM FIGURE 0.3.4.6 SCALE: NONE UNDISTURBED GROUND BACKFILL TRENCH WITH NATIVE SOL OR 3/4' - WASHED GRAVEL SILT FENCE DETAIL PER 2009 KING COUNTY S906I FIGURE D.3.IA SCALE: NONE TREE PROTECTION MEASURES SCALE: NONE 1— J a 1— CC 0 (1)x Z m m 0 TESC PLAN H. H. PHAN DESIGNED BY m CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION m 0 zz ings\R12100—PS \ N \ SW1/4, SEC. 15—T23N—R4E, W.M. .o` N89'40'03"E 294.96 0°�o , ry Co, 0.21J, y1 Vo EX. SEWER STUB FOR LOT 3 0 ti Y� \ ` \ o�� DL „MIXER STUB _ \ \ P. -"T-ETR LOT 2 oh o i b W '9-'10T2 _ m— $� '(12,172 SQ. FT). -N — — ml— _ Il a —--L0T3 - - 1— _ 2 _ J (8,460 SQ. FT) \•\ `� _ _ JarN. EX. SEWER STUB _� 5,858c-- . esel` —_ _ o 0 6 L _ S �& \FOR LOT I' N89°40'0, ' 160.00' — _ 7:-.---N :',.�T03"@ 109:3] �A11 W . \ LOT 1 [�' (9,816 SQ. FIT -1 , , / ROUSE ,' HOUSE / FLOOR=3 1 P FEB BASEMENT=355.955.9' 1/; ROLE HEIG•'374.5' / 9 7.5' 858E CATCH BASIN RRA -343.10' / INVERT 12' C0E5 N=338.80' IIN,yER' 12' C'ER 0=33E.60' OW I R0j 1uBu 101 s \ \ 44/.34120' CATCH BAS10 INVERT 12" M-343.20' \ INVERT '2' C0E6 E=340'C' EX B" 'ZEWER MAIN \ 10' PRIVATE \ \ I 1 SEWER EASEMENT 1, EX. 6' SIDE\SEWER \ I,I I z I // 1,I, I CONSTRUCTED NOTES: ® INSTALL 14 IF 6" ADS N12 DRAINAGE STUB 0 15.002. END STUB DEPTH -3.0' 1© INSTALL 36 15 6" ADS N12 DRAINAGE STUB 0 0.502 MIN. END STUB DEPTH -3.0' ® EX CATCH BASIN EX. RIM=343.20 EX. IE(E)=340.10 IE(W)•340.20 TO BE CONSTRUCTED AT BUILDING PERMIT APPLICATION: Ot PROPOSED APPROXIMATE BUILDING STRUCTURE LOCATION. Q2 PROPOSED ASPHALT DRIVEWAY. Q3 PROPOSED GRAVEL STRIP (101 X 2'W X 0.6'D). O PROPOSED DISPERSION TRENCH PER DETAIL 1 THIS SHEET, QS PROPOSED PERFORATED TIGHTUNE STUB OUT WITH (2'W x 101 x 1.5'D) INFILTRATION TRENCH PER DETAIL 2 THIS SHEET. © INSTALL 1' WATER METER (BY WATER DISTRICT /125). 0 PROPOSED GRAVEL STRIP (30'L X 2'W X 0.6'D). OB INSTALL 20' WIDE CURB CUT. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTES: 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 1 SEE SHEET SN1 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. 4. FUTURE HOUSE FOOTING NEED TO BE A MINIMUM OF 10 FEET FROM PROPOSED DISPERSION TRENCH. 5. THE APPROXIMATE GRADE FOR THE FUTURE DRIVEWAY IS 15.02 TO AVOID IMPACTING EXISTING SANITARY SEWER MAIN. EXISTING GROUND WRAP WASHED R0 I( ENTIRELY WITH FILTER FABRIC TRENCH X—SECTION NTS 4' RIGID PERFORATED PVC PIPE LAID LEVEL (TIP) WASHED ROCK 3/4' - 1 1/2' PLAN VIEW OF ROOF NTS PERFORATED TIGHTLINE STUB OUT O SCALE: NONE CONNECT TO LOT ROOF DRAM STUB 2 X 10' LEVEL TRENCH W/PERFORATED PIPE. TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID UD CLEAN OUT WYE FROM PIPE END CAP OR PLUG 6" RIOD PERFORATED PIPE 0 0.02 NOTCHED GRADE BOARD 10.0' MIN ROOF DRAIN 6' SOLID PIPE 0 1.02 MIN. EXISTING CATCH BASIN DR AREA DRAIN WITH SOLID UD RAN YEW NTS ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK BEND IF NEEDED— FINE MESH SCREEN ELEVATION VIEW NTS GALVANIZED BOLTS \xVpw a0 s PRESSURE TREATED GRADE BOARD 4' SOLID PIPE 6' RIGID PERFORATED PIPE LAID LEVEL WASHED ROCK 3/4" - 1 1/2" 4" X 4' SUPPORT POST `FILTER FABRIC BECTON A -A MUM 1. THIS TRENCH SHALL BE CONSTRUCTED 50 AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO FOLLOW CONTOURS OF SITE. 3. SUPPORT POST SPACING AS REWIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL (--,6• D.C.-{ I2. 2 GRADE BOARD NOTCHES DISPERSION TRENCH DETAIL SCALE: NONE REFERENCE SHEET NO. DR1 SHEET 3 OF 4 SHEETS < 0_ O w 0 > u)o ZQ m 2 m ch Z o P ti 0 0 w N ogz O CV H. H. PHAN DESIGNED BY H. H. PHAN CHECKED BY: z 0 CC 0- REVISION DESCRIPTION LLI 0 0 4. s\R12100—PS-5N1.dwg May 15, 2014 — 12:15am (CITY OF TUKWILA) GENERAL: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION. CONTACT PUBUC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORK UTILITY 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 GUIDEUNES 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 TUKWLA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC 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 PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES 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. (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 LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL 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 STABILIZATION 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 WILL 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 ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. (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 LINES IN A TRENCH WITH A 5 FEET MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHT-OF-WAY OR EASEMENT AFTER ASPHALT PAVING. (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 BACKFILLING 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. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 (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 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 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.D 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. (CITY OF TUKWILA) STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET OTY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS". "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER". AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTIUTIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5 -FOOT 2" X 4" STAKE, BURIED 4 -FOOT AND LABELED 'STORM" OR "DRAIN". REFERENCE SHEET NO. SN1 SHEET 4 OF 4 SHEETS H a O ao LU =a< Cl Z Q J 0pMY Z co o0 0 z 0 1- cc 0 1 - co co z W O O 0 z 0 Q 1�- /� VJ P w� 0 w N N 58 oE H. H. PHAN 0 Z c� 0 CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION r 0 z VALLEY SEWER DISTRICT AMENDMENT TO • DEVELOPER EXTENSION AGREEMENT THIS AGREEMENT is to be effective as of the vS day of , 201j, by and between LANDFAIR, LLC (th Owner") and VALLEY VIEW SEWER DISTRICT, a municipal corporation of the State of Washington (the "District"). RECITALS A. The District and the Owner entered into a Developer Extension Agreement on June 18, 2012 ("DEA") B. The District and the Owner desire to amend the DEA to provide for the construction of additional sewer line. TERMS AND CONDITIONS 1N CONSIDERATION of the mutual promises and performances provided in the DEA and herein, the parties hereto for themselves, their assigns and successors in interest, agree to amend the DEA by the addition of the following provisions: 1. Construction of Sewers. The Owner agrees to construct an additional 232 feet of 8 -inch sewer line and appurtenances along an easement as shown in " Exhibit A" attached hereto and made a part hereof, under the rules and specifications of the DEA. (the District Work) 2. Payment for Engineering Services. The District agrees to pay the owner for up to $3,500.00 in civil design engineering, survey, and CADD work, to design the sewer line and appurtenances described in exhibit "A". 3. Approval of the District Work The owner shall provide the District with a verified bid price for the District work. Within two (2) weeks of receiving the bid price, the District shall notify the owner that the District either accepts or rejects its portion of the contract. 4. Payment for Construction of Sewers. The District agrees to pay the Owner for the actual costs of the district work upon satisfactory completion of • • construction, as determined by the District, based on documentation provided by the Owner to the District. By: Chairman By Secretary/Commissioner . By Vice C ainn • C. issioner STATE OF WASHINGTON ) ) ss. COUNTY OF KING I certify that I know or have satisfactory evidence that CAO NkYNK is the person who appeared before me, and said person acknowledged that signed this instrument, on oath stated that to was authorized to execute the instrument and acknowledged it as the 6EueitAc. wMwt6•tat of D ,e • to be the free and voluntary act of such corporation for the uses and • ':.:. • entioned in the instrument. STATE OF WASHINGTON ) ) ss. COUNTY OF KING Dated 411_7111W:reii Notary Phird the State of Washing s}:• ng at k,'A.G My Appoi • ent Expires /My iff Nur- I certify that I know or have satisfactory evidence that PGtxv, Other er is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Chairman of The Board of Sewer Commissioners of Valley View Sewer District to be the fre�e � voluntary act of such parties for the uses and purposes mentioned in the inst , p. aLE!`` ",,, 40 0� (7%t. $lo < txl: o>..4 � t� y ��Li0 -o, No : Public in and for the State of Washington, residing at Spm,{ e, My Appointment Expires -7, t Z l4 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence thatesiiviitcectiis the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as a Secretary and Commissioner of The Board of Sewer Commissioners of Valley View Sewer District to be the free and voluntary act of such parties for the uses and purposes mentioned in the instrument. STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) No Publi and for the State of Washington Residing at r\PAI.p My Appointment Expires �-1.un 3 dZ 14 I I certify that I know or have satisfactory evidence that 111140.1 p�.1 l,..)esi- is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Vice Chairman and Commissioner of The Board of Sewer Commissioners of Valley View Sewer District to be the free and voluntary act of such parties for the uses and purposes mentioned in the instrument. %%%%a%%uagU400(40 20 17 ir +P�`�eN zli,„y/�'i Dated 1.4ff00% 0�,,�o3 14 ,_ No j�ary Public in 1/gBt,NV0 a`,��T Residingtat ' _ My Appointment for the State of e. Expires iqp 3,)l Return Address: CITY CLERK CITY OF TUKWILA 6200 Southcenter Blvd. Tukwila, WA 98188 1111 11111111111 20140312000206 CITY OF TUKUIL PAGE -001 OF 004 KING COlUNNTY , WA Pleas print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65.04 20140312000206.001 Document Title(s) (or transactions contained therein): (all areas applicable to your document mus be filled in) I. VIOLATION NOTICE & ORDER 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. CITY OF TUKWILA 2. , Additional names on page of document. Grantee(s) Exactly as name(s) appear on document 1, ORCA HOMES LLC , 2. , Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat or section, township, range) LEGAL DESCRIPTION ON ADDITIONAL PAGE Additional legal is on page of document. Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned 15.r,1/2.04— 9011 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. "1 am signing below and paying an additional S50 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 ttoI sign above nor pay additional S50 fee if the document meets margin/formatting requirements • • LEGAL DESCRIPTION Portion of SW '/, of SW '/I of Section 15, Township 23N, Range 4E. Beginning NE corner; Westerly 855 feet; Southerly 810 feet more or less to Northerly margin of 33rd Ave S and point of beginning. Thence Northerly 340 feet; Westerly 290 feet more or less to Easterly margin of 33rd Ave S; Southeasterly along said Easterly margin to point of beginning. (Being known as Lot 5, Golden Crest Acres, According to the unrecorded plat thereof). Together with South 102,50 feet of North 532.50 feet of West 200 feet of East 855 feet of SW 1/4 of SW 1/4, Less portion platted for Wildwood Court, Volume 72 of Plats, Page 95 in KCW. Tax parcel number 152304-9071. 20140312000206.002 • • City of Tukwila Violation Notice and Order Code Enforcement TMC § 8.45.050(D) 6300 Southcenter Boulevard Tukwila, WA 98188 (206) 431-3671 FAX: (206) 431-3665 www.tuinvilawo.gov 1/21/2014 ORCA HOMES LLC .. 14062 33RD AVE 5 TUKWILA, WA 98168 File a: CE14 0021 Violation Location: 14062 33 AVE S TMC 8.45.030 Failure to comply with TMC regulations TMC 8.28.020 International Property Maintenance Code Adoption (IPMC) Violation 81 CODE VIOLATION Code Reference: TMC 8.45.030.8 VIOLATIONS. It is unlawful for any person to use, construct, locate, dernofsh or cause to be used, constructed, located, or demolished, any structure, land, or property within the city In any manner that Is not permitted by the terms of any permit or authorization issued pursuant to the applicable provislons of the Tukwila Municipal Code. Demolition permit D12-385 has expired. Corrective Action: Obtain a demolition permit. Compliance Date: 2/4/2014 FAILURE TO COMPLY WITH THIS ORDER MAY SUBJECT YOU TO A MONETARY PENALTY OF UP TO 5500 PER DAY PER VIOLATION FOR EACH DAY THAT THE VIOLATION EXISTS PER TMC 8.45.100(2). Aooeaf provisions A person may, within ten days of receipt of this notice, file with the City Clerk a written notice of appeal containing the following: 1. A heading with the words: "Before the Hearing Officer of the City of Tukwila" 2. A caption reading: "Appeal of " giving the names of all appellants participating In the appeal. 3. A brief statement setting forth the legal Interest of each of the appellants In the property Involved in the notice and order. 4. A brief statement of the specific order or action protested, together with any material facts claimed to support the contentions of the appellant(s). 5. A brief statement of the relief sought, and the reasons why it is claimed that the notice and order should be reversed, modified, or otherwise set aside. 6. The signature of all persons named as appellants and their official mailing addresses. 7. The veriflcatlon (by declaration under penalty of perjury) of each appellant as to the truth of the matters stated in the appeal 8. The appeal fee for violations In the LOR zone is 5100.00. All other zones 5200.00. Fees must accompany the written notice of appeals. Failure to cppeol this Violation Notice and Order shall constitute a waiver of aU rights to any additional 20140312000206.003 • administrative hearings. Failure to respond may result in the molter being forwarded to the City Attorney for further action. Code Enforcement Officer: Mary Hulvey • Telephone: 206-431-3676 Email: mary.hulveyetukwilawa.gov 20140312000206.004 February 24, 2014 RECE!\!ED MAY 22 2014 Mr. Bob Giberson, P.E , .;, :. . Public Works Director DEVEWPMEI4 City of Tukwila, Public Works Department 6300 Southcenter Blvd, #100 Tukwila, WA 98188 RE: Landfall, 4 -Lot Short Plat, 14062 33nd Avenue S. and Landfalr 2, 4 -Lot Short Plat 4237 S. 160"' Street Dear Mr. Giiberson: Job No .1774-006-013 1 am following up with you to help facilitate the processing of the two above -referenced projects based on recent correspondence with the City's Planning Department and our last meeting on December 11t, 2013 If you recap our clients Ed Flanigan and Bob Dunbabin have been trying to find a solution that would allow them to fully develop these two properties, while providing improvements that may be equal to, or better than what would normally be required of similar developments in the City. The following Is a summary of our dlscussions regarding each of the projects. Landfalr 2. 4 -Lot Short Plat. 4237 S. 160th Street We would like to permit the development on one additional lot (Lot 5) on the westem portion of Lot 1. We understand that this additional lot would cause the project to exceed the maximum number of trots on a private road. While technically this lot would front onto S 160d' Street, it would not be able to take physical access off of S 160d' Street due to the topography along the property frontage. In exchange for allowing Lot 5 to access off of the private roadway, we are proposing to widen the north side of the private road surface a distance of 4' and install grasscrete, or similar pervious pavers along Lot 1 and a portion of Lot 5. In addition, we are also proposing to grant a 1T --wide private easement between Lots 1 and 5 so that a 5' -wide, private walkway can be constructed from the private roadway to S 160th Street (see attached Exhibit 1). This walkway meets the need to provide safe pedestrian access from these new homes to the adjacent street without having to place a typical sidewalk along the private roadway. Landfalr. 4 -Lot Short Plat 14062 33rd Avenue S. We would like to further subdivide Lot 4 to provide 3 additional lots (7 lots overall), by submitting a new short plat application for Lot 4 of the current stort plat In order to facilitate this, we plan on finalizing and recording the current short plat ESM F.o vat Way 334O11th Ave S. Ma 201 Fedarat Way. WA 00007 253.001.4113 tat 1000.743.1041.11 fres 212.031.7104 fax EMM Csraratt 1010 SE Everett Mad Way. Ste 210 Everett. WA 01201 4;3.29y.9N0 tet 144.413.4144 tel hes 420.227.9101 fax CuA Engineering Land Planning Land Svrvaysng Landscape Architecture 30 Laser Scanning G15 www eam ,vit cam Mr. Bob Giberson February 24, 2014 Page 2 with two minor modifications. The first modification is the dedication of a right-of- way return at the intersection of 34th Place S. and 33th Ave S. The second modification is the addition of a 1(Y wide public sidewalk and utility easement along the entire frontage of 33`h Avenue S. The right-of-way return is being added so that the improvements at this intersection can all be contained within the City's right-of-way The sidewalk and utility easement is being added so that future construction of a sidewalk along 33th Avenue S. can occur without the need for additional improvements on the west side of 33th Avenue S. This will provide the City with an option so that a future sidewalk along this roadway can have the least impact on the neighbors to the west Under a typical development scenario, we understand that this project would be required to install improvements along its street frontage (about 154' along 33'" Avenue S. and about 12T along 34th Place S.), which would include pavement widening, curb and gutter, catch basins, stormwater pipes, a sidewalk, street trees, street lights (where needed) and undergrounding of the existing power poles. Instead of constructing these very short sections of improvements in areas where there is little, to no possibility of additional development installing similar improvements, we would rather pay the City a fee in -lieu of installation to be paid in full prior to the issuance of any building permit This fee will be applied to any future sidewalk project in the area that would be more beneficial to the community. We understand that this approach is allowed under the Section 4.0.4(C.)(1) of the Citys Infrastructure Design and Construction Standards. Our intent here is to provide a financial contribution to a much larger sidewalk installation project in the immediate area, which was annexed to the City in 1990. For instance, sidewalks could be Installed along the east side of 33th Avenue S. from 34"' Place S. to S. 140th Street to provide a safer walking route to Cascade View Elementary School. If I have adequately summarized the topics and direction covered our meeting, please provide a written, affirmative response at your earliest convenience. lire provided a signature line below for your ease of response. You can scan and email a signed copy to me at ericlabrie@esrncivllcom, or fax It to 253-838-7104. Sincerely, ESM CONSULTING ENGINEERS, LLC ERIC G. LABRIE, AICP Vice President/Director of Planning Enc. cc: Ed Flanigan (w/enc.) Nesmillengrlesm-Jobs11774100610131docwnentfieter-003.doc TUKWILA PUBLIC WORKS DEPARTMENT Bob Giberson P.E Public Works Director 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 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING Cff(aoas 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 employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 14'Oto Z- 33 ("I MAS 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 On this day personally appeared before me (city), (state), on 7i 20 / 7" l0ge2q- N /31/6 j J c SyL, (Print Name) (Address) j-,tiyi-rurV i 4/4 . l sos7 2o6• q.3l03 (Phone Number) (Signature) 863147' 1 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. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 2 '2' DAY OF 141144/ , 20 G aw ` V FI.M, es9 p r i Z : X099 .4:40%,,,.:\ If'f'y , h= H:\rand Use Application itt etle; -1)} fnr;.:.ctik'" _ 99999 r- •. . .re , 0l . 011111111111 1 lir," :-'r1r li,n,, ,A,,, NOTARY PUBLIC in and for the Statlof Washington residing at 4:46 p / WA - My Commission expires on t I /2g7 Zd/(p LLL4 oo;1 COMPLETE 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. 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). ✓ 4. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17". ✓ 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 Tots are required to provide public notice 7. If the project requires SEPA review or involves a short plat of 5 — 9 Lots: Payment of notice board fee (see Land Use Fee schedule) 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. \\deptstore\dcd common$\Applications-Handouts, Land Use\2014 WEBSITE\March 2014 (Corrected Fast Signs fee)\LAND USE-WORD-docx\Short Plat-Jan2011.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval 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. ✓ _ 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. 1 (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). I/(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. (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. (1) 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). \\deptstore\dcd common$\Applications-Handouts, Land Use\2014 WEBSITE\March 2014 (Corrected Fast Signs fee)\LAND USE-WORD-docx\Short Plat-Jan2011.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval 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: 1 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". 1 (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 ham://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). 1 (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. 1 (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 http://www.tukwilawa.gov/pubwks/pwpermit.html. 1 (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. 1 (i) Plan, profile and cross-section for any right-of-way improvements. 1 (j) Show access to lots, driveways, parking areas, fire access lanes and tum-arounds. It Show the location and distance to proposed property lines of all existing structures, indicating those those to be removed. Show the expected location of all new buildings. 1 (1) Show proposed lot, tract and easement lines. \\deptstore\dcd common$\Applications-Handouts, Land Use\2014 WEBSITE\March 2014 (Corrected Fast Signs fee)\LAND USE-WORD-docx\Short Plat-Jan20l1.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planninz@,TukwilaKA.gov SHORT PLAT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: File Number: ) 11/.-0Q 7 Application Complete Date: Project File Number: pe___ //JJ 60oQ5 Application Incomplete Date: Other File Numbers: PECE!\/ED NAME OF PROJECT/DEVELOPMENT: DUNBABIN SHORT PLAT MAY 44 LUi4 . LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vaca0-71Yi cttiOoi s), block and subdivision, access street, and nearest intersection. 14062 -33RD AVE S LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1523049071 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 E-mail: PBG.ENGR ' yahoos om Signature: FAX: Date: 05/16/2014 \\deptstore\dcd connnon$\Applications-Handouts, Land Use \2014 WEBSITE\March 2014 (Corrected Fast Signs fee)\LAND USE-WORD-docx\Short Plat-Jan2011.docx City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3870 FAX (206) 431-3665 SHORT PLAT NUMBER: L 14 -XXX DECLARATION Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from data 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). In witness whereof we have set our hands and seals. Name: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as hlalher voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of . 20_ Signature: Name as commissioned: L 1D Title: My appointment expires: LAND SURVEYOR'S CERTIFICATE 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 hereon correctly; and that monuments other than those monuments approved for setting ata later date, have been set and lot corners staked on the ground as depicted on the plat. DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST LEGAL DESCRIPTION (OLD) LOT 4 OF CITY OF TUKWILA SHORT PLAT N0.112-018, AS RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON LEGAL DESCRIPTION (NEW) LOT A: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING N0. RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23°08'12"E 75.39 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, 523°08'12"E 47.84 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S45°49'28'E 30.53 FEET, MORE OR LESS, TO THE SOUTH BOUNDARY OF SAID LOT4; THENCE, ALONG SAID SOUTH BOUNDARY 889°4053E 125.00 FEET; THENCE N00°22'03"E 65.51 FEET! T!WN7E 588°4003"W 166.11 FEET, TO THE POINT OF BEGINNING L07 B: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT NO.112-018, AS RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, 523'08'12"E 75.39 FEET; THENCE 889'4003"E 160.00 FEET; THENCE N00°22'03°E 69.50 FEET, MORE OR LESS, TO THE NORTH BOUNDARY OF SAID LOT 4, THENCE, ALONG SAID NORTH BOUNDARY, 589'40'03'W 180.07 FEET, TO THE POINT OF BEGINNING LOT C: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT N0.112-018,49 RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT 4, N88'45'03°E 190.07 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUINGALONG SAID NORTH BOUNDARY, N89°40'03"E 104.89 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, 563'32'S7'E 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34111 PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, 526°27113"W51.47 FEET, THENCE, CONTINUING ALONG SAID WEST MARGIN, ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 614'33' WITHA LENGTH OF 8.95 FEET; THENCE S89°40'03"W 109.37 FEET; THENCE 4100°22'03"E 69.50 FEETTO THE POINT OF BEGINNING. LOT D: A PORTION OF LOT 4 OF CITY OF TUKWILA SHORT PLAT N0,112-018, AS RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY. WASHINGTON, SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 4; THENCE, ALONG THE NORTH BOUNDARY OF SAID LOT4, 889'40'03"E 284.98 FEET; THENCE, CONTINUING ALONG SAID NORTH BOUNDARY, S63°32'5rE 34.04 FEET, MORE OR LESS, TO THE WEST MARGIN OF 34TH PLACE SOUTH; THENCE, ALONG SAID WEST MARGIN, S26'2T03W 51.47 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN. ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 78.00 FEET, THROUGH A CENTRAL ANGLE OF 8°3413' WITHA LENGTH OF 8.95 FEET, TO THE POINT OF BEGINNING; THENC, CONTINUING ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 19'30'16", HAVING A LENGTH OF 26.55 FEET; THENCE, CONTINUING ALONG SAID WEST MARGIN, S00°22'03W 38.52 FEET, TO THE SOUTH BOUNDARY OF SAID LOT 4; THENCE, ALONG SAID SOUTH BOUNDARY, 888°40'031N 88.78 FEET THENCE N00°22'03'585.51 FEET; THENCE N89°4003"E 103.26 FEET, TO THE POINT OF BEGINNING; BASIS OF BEARINGS ACCEPTED A PLAT BEARING OF N89'40'03"E FOR S 141ST STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED BASED ON TITLE REPORT AS PROVIDED BYTICOR TITLE COMPANY COMMITMENT NUMBER 6493485 DATED MAY 17, 2012 2. 3. 4. INSTRUMENTATION FOR THIS SURVEY WAS A 3 -SECOND NIKON NIVO 5.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OFA SURVEY MADE IN MAY 2012 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE 5. NOTED. APPROVALS KING COUNTY FINANCE DIVISION VOLUME PAGE I certify that all property taxes are paid and that a deposit has been made In sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid In full. This day of 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of 20 King County Assessor Deputy Assessor Parcel Number(s): 1523049071 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of 20 Chairperson, Short Subdivision Committee VICINITY MAP SURVEY W SW 114 OF SW 1/4 OF SECTION 15 T. 23 N.,R. 4 E., W.M., IN KING COUNTY, WASHINGTON RECORDING CERTIFICATE Filed far record al the request at the City of Tuk,t9e Ws_ day of 20 et_minW[B past _ M, end recorded in Volume of Pee, on page records of King County, Washington. King County Manager Supt. or Records and Elections OWNER(S) : ORCAS HOMES, LLC BOB DUNBABIN, SR. ADDRESS: 3401 RAINIER AVE 6., SURE B SEATRE, 0651144 (208)5504183 Site Surveying. Inc. www.airaaurvaynuppina.nom 21123 NE 1122 sank, 6ammamNh, WA 32014 Phone: 422.2264412 DRAWN BY EFJ DATE 515.2014 JOB NUMBER 12.134 CHECKED BY TNW SCALE 1°=23 SHEET 1 2 OF • City of Tukwila Department of Community Development 6300 6outhcenter Boulevard, Tukwila, WA 86186 Telephone (206)431-3670 FAX (206) 431-3666 SHORT PLAT NUMBER: L 14 -XXX DUNBABIN SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST I ' I OS 1 J N89°40'03°E 294.96' 00° ID PRIVATE SEWER EASEMENT VOLUME PAGE NOTES: 1. ALL FUTURE HOMES SHALL HAVE FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PIAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOT 3 FOR THE BENEFIT OF THE OWNER OF LOT 2 OF THIS SHORT PLAT. 190.07' \\ \ \ \ n \\ \ N mN \ w 4P Sty O ti< ., \ f N \ \ n \ \ \ 10' SIDEWALK AND STREET MGHTWGAUTILITY EASEMENT PER KC / RECORDING 3p n, \G// \ 00 \ 9 s3 \ yak \ \ \ TOTAL LOT SIZE 36,949 SQUARE FEET AVERAGE LOT WIDTHS: LOT A = 65.50 FEET LOT B = 69.50 FEET LOT C = 69.50 FEET LOT D = 65.50 FEET 5' 685E LOT B (12,165 SQ. FT.) 5' 850L N89'40'03°E 160.00' 166.11' S 88BL LOT A (9,816 SQ. FT.) 8 P2 104,89' 105.01' m 10' BUIL LOT C (8,460 SQ. FT.) 34.pQ6'."11, 'T•. SET REBAR I AND CAP (TYPICAL). 5' 558E L=8.95' N89°40'03'E 109.37' D=6°34'33° N ,T02,) FOUND BRA58 K IN LEAD w / MONUMENT CASE / CO s 41P 125.00' 7,5' BSBL 189'4093'E 218.50' 15' SANITARY SEWER EASEMENT KC RECORDING 9 103.26 5' BSBL LOT D (6,509 SQ. FT.) 98.78' 7.5' 858E = L=26,5 =19°30'16 a 089°40'03°E 223.78' 216.06' R=78.00' L=35.50' 0=19°30'16° 24' 509400380 ,• 24,00' 10. PVT. SEWER 1 EASEMENT18R TU -SPI -12-018 ENT PB FOUND BRASS TACK IN LEAD IN MONUMENT CASE TRACTA WILONV00 COURT VOL 72, PG. 95 1.00' WIDE OWNER(S): ORCAS HOMES, LLC BOB DUNBABIN, 5R ADDRESS: 3401 RAINIER AVE S., SUITE B SEATTLE, WA 25144 (208)5504363 Site Surveying, Inc. 7Auw.aluaurvaym.ppIn,.com 21125 NE 118. 884.E eammaml.N, WA 95074 Phone: 426.2964412 DRAWN BY EFJ DATE 5-15.2014 J08 NUMBER 12-134 CHECKED BY TRW SCALE 1'=20 SHEET 2 2 OF z 0 0 L:\Working\R12100 — E DUNBABIN SHORT PLAT 14062 - 33RD AVE SOUTH TUKWILA, WASHINGTON 98168 SW1/4, SEC. 15-T23N-R4E, W.M. DRAWING INDEX REFERENCE SHEET NO. DRAWING 11Th CV EC1 DRI SNI COVER SHEET TESC PLAN SITE CML PLAN AND DETAILS STANDARD CONSTRUCTION NOTES UTILITIES HORIZONTAL GRAPHIC SCALE . 40 20 0 20 40 1 inch m 40 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. CV 0 0> Q 0 ZM mM Z to o CO co SHEET OF 4 SHEETS COVER SHEET LEGEND PROPERTY UNE,. ADJACENT PROPERTY UNE — ROAD CENTERUNE/ROW CENTERUNE ROW UNE PROPOSED' EASEMENT UNE • — • — BSBL VJ _ PROPOSED WATER SERVICE UNE PROPOSED SIDE SEWER UNE 5D PROPOSED STORM DRAINUNE —o -4—G-0-0— SILT. FENCE •. 0 . . • INLET PROTECTION PROPOSED CATCH BASIN TYPE 1 CORNER SET WATER METER CLEAN CUT • PROPOSED DISPERSION TRENCH APPUCANT: OWNER'S AGENT 3410 RAINIER AVE 5., SUITE 8 SEATTLE, WA 98144 (206) 669-6302 CONTACT: ED FLANIGAN CML ENGINEER PBG. LLC 5130 S. 166111 LANE SEATAC, WA 98188 (206) 446-1292 CONTACT: HAN- PHAN, PE. SURVEYOR: SITE SURVEY & MAPPING, INC. 10115-214111 AVE NE REDMOND, WA 98053 (253) 298-4412 CONTACT: THOMAS WOLDENDORP, P.LS. WATER KING COUNTY WATER DISTRICT #125 3460 SOUTH 148TH STREET SEATAC, WA 98188 (206) 242-9547 SEWER VALLEY VIEW SEWER DISTRICT 3460 S. 148TH STREET, SUITE 100 SEATTLE, WA 98168 (206) 242-3236 POWER GAS: SEATTLE CITY UGHT PUGET SOUND ENERGY 700 FIFTH AVENUE. SUITE 3300 1-888-321-7779 -SEATTLE, WA 98124 (206) 684-3000 CABLE: COMCAST 1-866-771-2281 TELEPHONE OWEST 1-800-526-3557 LEGAL DESCRIPTION LOT 4 OF CITY OF TUKWILA SHORT PLAT NO. L12-018, AS RECORDED UNDER RECORDS OF KING COUNTY, WASHINGTON. VERTICAL DATUM RECORDING NO. ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY WCCS SURVEY CONTROL DATABASE. POINT ID NO. 9311-903 THE POINT IS A 2 BRASS DISK MTH.'X' SET IN CONCRETE IN MONUMENT CASE AT THE INTERSECTION OF S 144TH STREET AND 32ND AVENUE S . . ELEVATION: 361.70 FEET (NAVO 88) TAX PARCEL NUMBER 1523049071 Lig oaS7 'RECEIVED MAY 22 231k D6VuurMtNT - 0 2 0 Z oE H. H. PHAN DESIGNED BY: CHECKED BY: z K d REVISION DESCRIPTION m Z gs\R12100-PS-EC1dwg. Layout SW1/4, SEC. 15—T23N—R4E, W.M. N89°4003•E 294.96' \ EXISTING HSE TO REMAIN , HOUSE FINISH FLOOR=363.1' / FFE BASEMENT=355.9' / RIDGE HEIGHT=374.5 LOT D \ , ' 5 ,509 5Q. FT CATCH TRIM=34. / INVERT . / IIN`ERT CATCH RIM=34 NVERT SEQUENCE OF CONSTRUCTION: 1. FLAG AND STAKE CLEARING OMITS 2. INSTALL EROSION CONTROL MEASURES (SILT FENCE. ETC.) 3. FIELD LOCATE All UTIUTIES. 4. INSTALL CONSTRUCTION ENTRANCE 5. CLEAR AND GRUB SITE 6.: GRADE THE SITE 7." INSTALL SIDE SEWERS AND OTHER SITE U11U11ES; - - - PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW OR EXISTING INLET LOCATIONS & CONSTRUCT BUILDING STRUCTURES- 9. REMOVE. TEMPORARY EROSION CONTROLFACIUTY UPON STABIUZATION OF ENTIRE PROJECT SITE AS APPROVED BY THE CITY OF 1UKWILA. TESC CONSTRUCTION NOTES: 0 INSTALL SILT FENCE, SEE DETAIL 1. O2 INSTALL CONSTRUCTION ENTRANCE SEE DETAIL 2. O INSTALL INLET PROTECTION. SEE DETAIL 3. ®.REMOVE EXISTING TREE Q EXISTING TREE TO BE SAVED, SEE DETAIL NIS SHEET. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS CALL 48 HOURS BEFORE YOU DIG: 1-800-424-5555 HORIZONTAL GRAPHIC SCALE. 20 10- 0 10 20. 1. inch = 20 ft. SEE SHEET CV FOR LEGEND. CONTRACTOR SHALL FIELD VERIFY AU. GRADES PRIOR TO CONSTRUCTION. SEE SHEET S11 FOR STANDARD CITY OF 1UKWILA CONSTRUCTION NOTES. 2' X 2' X 14 GA WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. REFERENCE SHEET NO. EC1 SKEET 2 OF 4 SHEETS TESC PLAN ° ``. 6- o /(• ry-q`''ty 10 PRIVATE - - -SEWER EASEME2T I _ • N89.40'03'8 172.31' 1. EARTHWORK VOLUME ESTIMATES: May 15, 2014 - 6:53pm LOCATION CUT (CY) RLL (CY) STORM DRAIN - 30 0 CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBUC ROAD DISTURBED AREA ESTIMATES: LOCATION AREA (SF) STORM DRAIN, DISPERSION TRENCH & BUILDING 10,500 NEW ASPHALT PAVEMENT 100' MIN. EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE - R=25' MIN. DITCH AS PER KING COUNTY ROAD STANDARDS 4' TO 6' QUARRY SPALLS NOTES GEOTEXTILE UNDERUNE 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA 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. IT IS RECOMMENDED THAT 111E ENTRANCE 8E CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. INLET PROTECTION DETAIL PER 2009 KING COUNTY SWAM FIGURE D.3.5.F SCALE NONE ..4008' MAX POST SPACING MAY 8E INCREASED 111 TO 8' IF WIRE BACKING IS USED 2' X' 4' WOOD POSTS STEEL FENCE POSTS. REBAR, OR EQUIVALENT UNDIS1URBED GROUND NOTES FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSBLE BACKFILL TRENCH WITH NATIVE SOL OR 3/4' - 1.5' WASHED GRAVEL SILT FENCE DETAIL PER 2009 KING COUNTY SAW FIGURE D.3.3.A SCALE NONE SET FENCE CIRCUMFERENCE - EQUAL TO OR GREATER THAN -CIRCUMFERENCE OF DRIPLINE .6 FT. HIGH CHAIN LINK FENCE - TO ENCLOSE TREE ENTIRELY CONCRETr_ PIER CATCH BASIN INSERT CATCH BASIN ;,'SEDIMENT CONTROL NOTES THIS DETAIL IS ONLY SOMATIC ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWAIER THE STORED SEDIMENT, PROVIDE AN OVERFLOW. AND CAN BE EASILY MAINTAINED. CONSTRUCTION ENTRANCE DETAIL PER 2009 KING COUNTY VON FIGURE D.3.4.A SCALE. NONE TREE PROTECTION MEASURES SCALE NONE R ED MAY 22 2937 REVISION DESCRIPTION CHECKED BY: Moy 15, 2014 — 6.56pm SW1/4, SEC. 15-T23N—R4E, W.M. CLEAN OUT WYE FROM PIPE END CAP OR PLUG EX. SEWER STUB FOR LOT 3 6• RIGID -PERFORATED PIPE 0 0.0% - \ DL SEWER SRUB e L g gs FCR LOT 4, (9,816 SQ. 1.1 HOUSE FINISH FLOOR=363.1' / FFE BASEMENT=355.9'. 6' SOLID PIPE 0 1.0% MIN. EXISTING GROUND CATCH BASIN OR AREA DRAIN %ITH SOLID LID PLAN VIEW NTS ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK BEND IF NEEDED CONSTRUCTED NOTES: 0 INSTALL 14 LF 6' ADS N12 DRAINAGE- STUB 0 15.00X END STUB DEP7H=3.0' 10 INSTALL 38 LF 6' ADS N12 DRAINAGE STUB 0 0.50% MIN. END 51118 DEP1H=3.0' ® EX. CATCH BASIN - - EX. RIM=343.20 EX. IE(E 340.10 IE(W)=340.20 TO BE CONSTRUCTED AT BUILDING PERMIT APPLICATION: 0 PROPOSED APPROXIMATE BUILDING STRUCTURE LOCATION. 0 PROPOSED ASPHALT DRIVEWAY. 0 PROPOSED GRAVEI. STRIP (101 X. 2'W X 0.6'D). 0 PROPOSED DISPERSION TRENCH PER DETAIL 1 THIS SHEET. 0 PROPOSED PERFORATED 11GIRUNE STUB OUT WITH (2'W x 101 x 1.5.0) INFILTRATION TRENCH PER DETAIL 2 THIS SHEET. © INSTALL 1' WATER METER (BY WATER DISTRICT 1125). 07 PROPOSED GRAVEL STRIP (301 X 2'W X 0.6'D). 08 INSTALL 20' WIDE CURB CUL HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NATIVE FILL - 7.S&SGL EASEM CATCH BASIN RIM=343.10 / INVERT 12' CPEP N=338.80' / IINVERT 12" CPEP W=338.60 CATCH BAS \ U-343.20' CATCH' BASIN - INIFRT lY RIM=343.20 < INVERT 12" CPEP E=340.10' 4' SOLID PIPE REFERENCE SHEET NO. DR1 SS 4—N89°i40'r3'F 5.9.8.78' SS EX! 8•" SEWER MAIN FINE MESH SCREEN ELEVATION VEIN NTS 2 \Is, 10' PRIVATE \ \ I N SEWER EASEMENT I`l \ EX. 6' SIDE,SEWER- I N WASHED ROCK 3/4' - 1 1/2' 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL HELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SN1 FOR STANDARD OW OF TUKWILA CONSTRUCTION NOTES 4. FUTURE HOUSE FOOTING NEED TO BE A MINIMUM OF 10 FEET FROM. PROPOSED DISPERSION TRENCH. 5. THE APPROXIMATE GRADE FOR THE FUTURE DRIVEWAY. IS 15.0% TO AVOID IMPACTING EXISTING SANITARY SEWER MAIN. s 10 Ytv 71 EXISTING GROUND WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC al, 24' TRENCH X -SECTION NTS 4• RIGID PERFORATED PVC PIPE LAID LEVEL (EYP) WASHED ROCK 3/4'-- 1 1/2' 4' X 4' FILTER FABRIC SUPPORT POST RECTION A -A NOTED 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO FOLLOW CONTOURS OF SITE 3. SUPPORT POST SPACING AS REQUIRED BY SOL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVE1.. CONNECT TO LOT ROOF DRAIN STUB 2' GRADE BOARD NOTCHES - .2. DISPERSION TRENCH DETAIL O SCALE: NONE PLAN VIEW OF ROOF NTS PERFORATED TIGHTLINE STUB OUT SCALE NONE CD 2' X 10' LE \EL TRENCH W/PERFORATED PIPE, • TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA. DRAIN WITH SOLID UD LIgernooll RECEIVED MAI 22 Z01k1 OEVF101'pA&T a N f11 z 0 p E Z 2 a 2 DESIGNED BY: Z a S CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION m 0 D\Dro wings\R 12100—PS—SN1. d wg Moy 15, 2014 — 6:5 (CITY OF TUKWILA) GENERAL: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTIUTIES INSPECTOR AND SCHEDULE A PRECONSIRUCTION MEETING. 2.. NOTIFY THE UTIUTIES 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 CAWING 206-433-0179. 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 GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC 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 FACILITIES 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. (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, ESTABUSH THE CLEARING OMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL 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 STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENiT 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 WILL 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 ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. (CRY OF TUKWILA) UTILITY NOTES 1 ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE 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 UTILITIES. 3. ADJUST ALL MANHOLES,CATCH BASINS, AND VALVES IN PUBUC RIGHT-OF-WAY OR EASEMENT AFTER ASPHALT PAVING. (CITY OF TUKWILA) PAVEMENT RESTORATION 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 FACIUTY 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. (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 PUBLIC 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 F1RE STATIONS, FIRE HYDRANTS, F1RE 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 PUBUC 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 PUBLIC 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. (CITY OF TUKWILA) STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE' AND EITHER "DRAINS TO. STREAMS', 'DRAINS TO WETLANDS', OR 'DRAINS TO GROUNDWATER", AS APPUCABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS W1TH THE UTIUTIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5 -FOOT 2' X 4' STAKE, BURIED 4 -FOOT AND LABELED 'STORM' OR 'DRAIN'. REFERENCE SHEET NO. SN1 SHEET 4 OF 4 SHEETS z/q-pool S7 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 • 0 c 0 N N !f1 8 a S S DESIGNED BY: 2 a 2 2 CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION co RECEIVED Vit,;( 22 25114 " t U; Lio Z 0 1.1 YEW Dunbabin Short Plat -Technical Information Report May 2014 Appendix B Erosion Control The Concept Group Appendices /11 41 r D3.2 COVER MEASURES D.3.2.4 PLASTIC COVERING Code: PC Symbol: Purpose Plastic covering provides immediate. short-tenn erosion protection to slopes 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 useful for protecting cut and fill slopes and stockpiles. dote: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitable for long-te1711 applications. 3. Clear plastic sheeting may be used over newly -seeded areas to create a greenhouse effect and encourage grass growth. Clear plastic should not be used for this purpose during the sununer 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 andtor unstable slopes. Note: There have been many problems with plastic, usually attributable to poor installation and maintenance. However, the material itself can cause problems, even tt'JIen correctly installed and maintained, because it generates high -velocity runoff and breaks down quickly due to ultraviolet radiation. 'bl addition, if the plastic is not completely removed, It can clog drainage system inlets and r✓ outlets. It is highly 1'econnnended that alternatives to plastic sheeting be used whenever possible and that its use be limited. MEI 41 t.r 41 V 41 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 bene. 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.D PLASTIC COVERING 10' MAX. TIRES. SANDBAGS. OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED (IIII111I-I „ TOE IN SHEETING IN —` MINIMUM 4"X4" TRENCH F0' MAX. PROVIDE ENERGY DISSIPATION II -11 I—I (1 AT TOE WHEN NEEDED I—I_- • 2009 Surface Water Design Manual — Appendix D D-17 1/9/2009 fel SECTION D.3 ESC MEASURES D.3.3 PERIMETER PROTECTION Perimeter protection to filter sediment from sheetwash shall be located downslope of all disturbed areas P1' and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as PM well as. constructed measures, such as silt fences, fiber rolls. sankgravel barriers. brush or rock filters. triangular silt dikes and other methods. During the wet season. 50 linear feet of silt fence (and the necessary stakes) 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 very small (see below). - .r When to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. RN 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. Criteria for Use as Primary Treatment: At the boumdary of a site. perimeter protection may be used as Wel the sole form of treatment when the flowpath 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 Flowpath Length 1.5H:1V or less 67% or less 100 feet fq 2H:1 V or less 50% or less 115 feet Ir 4H:1V 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 untended to treat concentrated flows, nor 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 may be treated solely by a silt fence. rather than by a sediment trap or pond. is when the area draining to the fence is small (see "Criteria 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 /912009 2009 Surface Water Design Manual — Appendix D D-30 h eal N EI FIR r.r int r A d 1 D.3.3 PERIMETER PROTECTION 2. The geotextile used must meet the standards 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 slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 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 D4355) 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 4. Where the fence is installed, the slope shall be no steeper than 2H: I V. 5. If a typical silt fence (per Figure D.3.3.A) is used. the standard 4 x 4 trench niay not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow 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 and conveyed to a sediment trap or pond. 3. It is 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 char nelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment trust be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. FIGURE D.3.3.A SILT FENCE JOINTS W FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, W,RE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. POST SPACING MAY BE INCREASED TO $' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CCNiOUR WHENEVER POSSBLE 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC -0.— N MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REI3AR, OR EQUIVALENT 2009 Surface Water Design Manual — Appendix D D-31 1/9/2009 r.r NMI rq 1101 xi Wed torml 11 king ora t.r D3.4 TRAFFIC AREA STABILIZATION D.3.4.1 STABILIZED CONSTRUCTION ENTRANCE Code: CE Symbol: Purpose Constriction 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 construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a constriction site and traveling on paved roads or other paved areas within 1.000 feet 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 geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786 -80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) 3. Hog fuel (wood based mulch) may be substituted for or combined 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 in urban areas. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in 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. 5. Whenever possible. the entrance shall be constructed on a finn, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance Standards 1. Quarry spalls (or hog 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. 11 r 2009 Surface Water Design Manual — Appendix D 1!9/2009 D-39 1 rim r WIN WEI Yowl Dunbabin Short Plat -Technical Information Report May 2014 Appendix C Maintenance Procedures The Concept Group Appendices Inor r isul r 111 f11 I>A v ff� APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE. AND WQ FACILITIES NO. 2 - INFILTRATION FACILITIES Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Inlet/Outlet Pipes Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. Trash and debris Trash and debris accumulated in inlet/outlet pipes (includes floatables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than 1/2 -inch at the joint of the Inlet/outlet pipes or any evidence of soil entering at the joints of the Inlet/outlet pipes. No cracks more than'/ -inch wide at the Joint of the inlet/outlet pipe. Access Manhole Cover/lid not In place Cover/lid is missing or only partially In place. Any open manhole requires immediate maintenance. Manhole access covered. Locking mechanism not working Mechanism cannot be opened by one maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Mechanism opens with proper tools. Cover/lid difficult to remove One maintenance person cannot remove cover/lid after applying 80 lbs of lift. Cover/lid can be removed and reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access doors/plate Damaged or difficult to open Large access doors or plates cannot be opened/removed using normal equipment. Replace or repair access door so it can opened as designed. Gaps, doesn't cover completely Large access doors not flat and/or access opening not completely covered. Doors close flat and covers access opening completely. Lifting Rings missing. rusted Lifting rings not capable of lifting weight of door or plate. Lifting rings sufficient to lift or remove door or plate. Infiltration Pond, Tank. Vault, Trench, or Small Basin Filter Bags Plugged Filter bag more than 1/2 full. Replace filter bag or redesign system. Infiltration Pond. Tank. Vault, Trench, or Small Basin Pre - settling Ponds and Vaults Sediment accumulation 6" or more of sediment has accumulated. . Pre -settling occurs as designed Infiltration Pond, Rock Filter Plugged High water level on upstream side of filter remains for extended period of time or little or no water flows through filter during heavy rain storms. Rock filter replaced evaluate need for filter and remove If not necessary. Infiltration Pond Emergency Overflow Spillway Rock missing Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil at the top of out flow path of spillway. Rip -rap on inside slopes need not be replaced. Spillway restored to design standards. Tree growth Tree growth impedes flow or threatens stability of spillway. Trees removed. I/9/2009 A-4 2009 Surface Water Design Manual — Appendix A if Wei r We* r/ fat r1 APPENDIX 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/flushed 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 might normally be. 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. 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 soil. Replace rocks to design standards. 2009 Surface Water Design Manual — Appendix A A-11 1/9/2009 riq rink ID Imml fA 11 PI 1 /i i.r .r vol fiq v APPENDLX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 12 - ACCESS ROADS Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance is Performed Site Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet (i.e.. trash and debris would fill up one standards size garbage can). Roadway drivable by maintenance vehicles. Debris which could damage vehicle tires or prohibit use of road. Roadway drivable by maintenance vehicles. 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. Blocked roadway Any obstruction which reduces clearance above road surface to less than 14 feet. Roadway overhead clear to 14 feet high. Any obstruction restricting the access to a 10- to 12 foot width for a distance of more than 12 feet or any point restricting access to less than a 10 foot width. At least 12 -foot of width on access road. Road Surface Erosion. settlement. potholes, soft spots, ruts Any surface defect which hinders or prevents maintenance access. Road drivable by maintenance vehicles. Vegetation on road surface Trees or other vegetation prevent access to facility by maintenance vehicles. Maintenance vehicles can access facility. Shoulders and Ditches Erosion Erosion within 1 foot of the roadway more than 8 inches wide and 6 inches deep. Shoulder free of erosion and matching the surrounding road. Weeds and brush Weeds and brush exceed 18 Inches in height or hinder maintenance access. Weeds and brush cut to 2 inches in height or cleared In such a way as to allow maintenance access. Modular Grid Pavement 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. Damaged or missing Access surface compacted because of broken on missing modular block. Access road surface restored so road infiltrates. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A -l7 SUBDIVISION Issued By: CHICAGO TITLE INSURANCE COMPANY Guarantee/Certificate Number: 0016117-06 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Orca Homes, LLC, a Washington Limited Liability Company RECEIVED MAY 22 2014 COmmiJrw i r DEVELOHMENT herein called the Assured, against actual Toss not exceeding the liability amount stated in Schedule A 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 Toss 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 set forth in Schedule A. 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. Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: Attest: President Secretary Subdivision Guarantee/Certificate Printed: 05.20.14 @ 03:48PM Page 1 WA-CT-FNSE-02150.622476-SPS-1-14-0016117-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0016117-06 ISSUING OFFICE: Title Officer: Commercial / Unit 6 Chicago Title Company of Washington 701 5th Avenue, Suite 2300 Seattle, WA 98104 Main Phone: (206)628-5610 Email: CTISeaTitleUnit6@ctt.com SCHEDULE A Liability Premium Tax $1,000.00 $350.00 $33.25 Effective Date: May 14, 2014 at 08:OOAM The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matter relative to the following described property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Title to said real property is vested in: Orca Homes, LLC, a Washington Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. END OF SCHEDULE A Subdivision Guarantee/Certificate Printed: 05.20.14 @ 03:48PM Page 2 WA-CT-FNSE-02150.622476-SPS-1-14-0016117-06 EXHIBIT "A" Legal Description Parcel A: That portion of the Southwest Quarter of the Southwest Quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: Commencing at the Northeast corner of the Southwest Quarter of the Southwest Quarter of said Section 15; thence Westerly along the Northerly line of said Southwest Quarter of the Southwest Quarter, a distance of 855 feet; Thence Southerly parallel with the Easterly line of said Southwest Quarter of the Southwest Quarter, a distance of 810 feet, more or less, to the intersection with the northeasterly margin of County road (33rd Ave S.), and being the True Point of Beginning; Thence Northerly parallel with the Easterly line of said Southwest Quarter of the Southwest Quarter, a distance of 340 feet; Thence Westerly parallel with the Northerly line of said Southwest Quarter of the Southwest Quarter, a distance of 290 feet, more or Tess, to the intersection with the Northeasterly margin of said County road (33rd Ave S.); Thence Southeasterly along the Northeasterly margin of said County road (33rd Ave S.) to the True Point of Beginning. (Being known as Lot 5, Golden Crest Acres, according to the unrecorded plat thereof.) Parcel B: That portion of the Southwest Quarter of the Southwest Quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: The South 102.5 feet of the North 532.5 feet of the West 200 feet of the East 855 feet of the Southwest Quarter of the Southwest Quarter of said Section; Except that portion thereof lying within the plat of Wildwood Court, according to the plat thereof, recorded in volume 72 of plats, page 95, in King County, Washington. Subdivision Guarantee/Certificate Printed: 05.20.14 @ 03:48PM Page 3 WA-CT-FNSE-02150.622476-SPS-1-14-0016117-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0016117-06 SCHEDULE B GENERAL EXCEPTIONS H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. Subdivision Guarantee/Certificate Printed: 05.20.14 @ 03:48PM Page 4 WA-CT-FNSE-02150.622476-SPS-1-14-0016117-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0016117-06 SCHEDULE B (continued) SPECIAL EXCEPTIONS 1. Notice of On -Site Sewage System, including operation and maintenance requirements: Executed by: Recorded: Recording number: Telisa and Jorgen Steen March 9, 2012 20120309001450 2. Developer Extension Agreement and the terms and conditions thereof: By and Between: And: Recording Date: Recording No.: Valley View Sewer District Landfair, LLC June 27, 2012 20120627002207 Amendment to said agreement: Recording Date: July 23, 2012 Recording No.: 20120723000641 3. 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: 2014 Tax Account No.: 152304-9071-07 Levy Code: 2413 Assessed Value -Land: Assessed Value -Improvements: General and Special Taxes: 4. Notice of Violation and Order: Grantor: Grantee: Recording Date: Recording No.: $162,000.00 $10,000.00 Billed: $2,462.58 Paid: $1,231.29 Unpaid: $1,231.29 City of Tukwila Orca Homes LLC March 12, 2014 20140312000206 5. Terms and conditions of the Limited Liability Company agreement for Orca Homes LLC, a Washington Limited Liability Company. 6. Based on our records, we believe that the legal description in this report covers the parcel(s) of Land that you requested. If the legal description is incorrect, the parties must notify the Company in order to prevent errors and to be certain that the correct parcel(s) of Land will appear on any documents to be recorded in connection with this transaction and on the policy of title insurance. END OF EXCEPTIONS Subdivision Guarantee/Certificate Printed: 05.20.14 @ 03:48PM Page 5 WA-CT-FNSE-02150.622476-SPS-1-14-0016117-06 CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0016117-06 SCHEDULE B (continued) NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for loss arising by reason of the matters listed below because these matters are either excepted or excluded from coverage or are not matters covered under the insuring provisions of the policy. Note A: Note: Any map furnished with this Commitment is for convenience in locating the land indicated herein with reference to streets and other land. No liability is assumed by reason of reliance thereon. Note B: Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: ptn SW SW, section 15-23-4 Tax Account No.: 152304-9071-07 END OF NOTES END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 05.20.14 @ 03:48PM Page 6 WA-CT-FNSE-02150.622476-SPS-1-140016117-06 1: 71 4 33.50 86 44 98208s 9267 1431 62601 0195 sna B10 78449 9195 9216 106569s TU LCTB 90491193 78.15 553120 0005 2 fA 1043293 109 95 553711 0015 122 5637; 0016 3 58818s e 120 1 4672015 BLA 2p _OT 152301 165309s 9094 115 121 56 ,. 854798 152504 9112 331 0 30 N 152504 22 1 59200 04976 `-922066009, X021 278415 6 81349 0033 7 8 92009s D043 3° 3 9 120 40 f053 5'200631 MILLER'S j`2 1 041603 0010 0313 108009s 8.20 22 36 55 38 0066 1271ds 40 04 47 oi 152104 9156 65729s 9156 L94-0027 A 143289s .: 0010 181700 BOYD'S 101100 2 870"Mb 02 85 91 20 88811, m a 9300 >: 9103 sna 0301 63 21 86821, 9301 131 72 • 1 rr> 0031 rr 131009s 105 17 2 2 120 265009, 2 • 3 0032 .8 087.35'33 9415p0 0 100 "1 850093 0020 2 ;376 70 001° 84009s m 503 0030 3010 60 qq . 30 .__S 142ND PL R=20 9 SB 40 47 i 4 N`�� • 3 5 00 23 6 HOME 166009s 7 STSP S 200610 16271 B05-00022 900007 1 (7T') 0. 041503 9 •�� 0390 93501s 0090 79.5 0-'� 0. Rs45 ^AC 51 36 8 �(�(41�'� N 865015 0080 68 N87^35.3 164 48 30 YDS • S 140TH ST N87 -9l -IOW (R LOT 1 co' i a.!of co Mi 25i25 I ' tiq Ia 141ST _SST 95 ;52104 h 990 ,sna p 868098 4124 9230 q8,3 0 Ne - -4 Q M1V 130 6.0 es $ LOT 2 68009 ti R 9310 129989 9121 4 101710 .0 85858 00409111 167331 130 LOT 3 71501 130 9311 ADD i' VOL 65-65 3 `1- 3 '141700 85859 4033 0030 641266 WM 1 8455/3' 0010 95 S89^24.20. 290 133 (R) 4 89.34 88 •7 ,4 304° 4 9 3//950//710115 13 92 9004011 85 53 911203 0023 38 1.0 2 112 0112110 COW 97501 .� 0030 f)4 041. 4 0310 139009 ▪ 0040 74009s' 0020 1 0,,,t.• .2 °0 4.93 2 -92 14 88 05 qS aaor 95009s • 5 0050 106 74 152304 9126 246001s 9126 2N O 880048 13 4T 0 0060 441160 Q 318 19 7 0 91009s. 041269 0010 0070 150.74 N 96009s m 0080 8 52 04,263 0090 9071 9 912 09909 44» 110 Hod wW 1152 989.28•,. —444.44...0.4441 . 0060 e 840011s 0118 . oiie0 86751s 4' 137 21 0119 04;;76 71088, 4' 113 3 6 130 87489s 9258 598015 ' 608 B$5" :9535 5300;9°8.30 60 5 09 i '11.1.9 183 8 ,62304 9115 1537598 9115 '0?101 772513 9118 0 'cb 76509s r, 9158 152104 9201 200 151. 0211 48, lz9213 150 290001s 9119 205009s 9201 2050015 9199 15210 0 9262 103561s 9277 9163 205009s 100 44,5010 5 •39 50 2 8200850 J 0q SSl7A aie 152104 9i16 125309 9215 116 34 43 14 9183 2 192253 eon 40 so \ 247 )i16 Tu. TRACT UNREC 2870117 157504 'Egg 162304 W69 104540s 9159 114 15 01;04 70DOYy 2 22 116 5 W 590.51 182104 wn 15'4104 sae 91028, 9218 "w 05801s 9127 110509s S,621w 3104 I � ✓' Y co cI 157304 157104 50 N88 20130830001642 WHEN RECORDED RETURN TO ORCAS HOMES. LLC 1400233RD AVENUE SOUTH TUKWI A, WASHINGTON 80168 PAGE -001 OF 004 KINGOCOUNTY, 12:57 E2627613 08/30/2013 12:49 KING COUNTY, YR TAX 66,413.00 SALE $360,000.00 OCHICAGO TITLE COMPANY PAGE -001 OF 001 1369622 STATUTORY WARRANTY DEED THE GRANTOR(S) tANDFAIRL LLC. A WASHINGTON UMITEO LIABILITY COMPANY fur and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to ORCA TOMES, LLC, A WASHINGTON UNITED UA8IUTY COMPANY the following described real estate situated in the County of KING Stale of Washington: PARCEL THAT PORTION OF THE SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH. RANGE 4 EAST. W0.UAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST OUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SATO SOUTHWEST QUARTER OF THE SOUTH WEST OUARTER OF AFORESAID SECTION. AOI STANCE OF 065 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL UNE OF SAID SOUTHWEST OUARTER OF THE SOUTHWEST OUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MOPE OR LESS TO THE INTERSECTION WITH COUNTY ROAD. WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SND SOUTHWEST QUARTER OF THE SEE ATTACHED DESCRIPTION EXHIBIT 'A° SUBJECT TOS ATTACHED HERETO AND MADE A PART HEREOF: Tu Account Nnmbcr(a): 152304.9071 Dated: AUGUST 26, 2013 LANDFAIR, LLC t/ Y BY: LP810/KLC/052006 Order: Non -Order Search Doc: KC:2013 20130830001642 Pagea 4 Created By: miharris Printed: 5/15/2014 9:30:08 AM PST STATE OF WASHINGTON A COUNTY OF K t1uq ON THIS 21 DAY OF Nv61 , 2011_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED ANDR WORN, PERSONALLY APPEARED c.AQ dAPJ fj TO ME KNOWN TO BE THE MANAGING MEMBER(S) OF THE LIM TED LIABILITY COMPANY THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THB FREE AND VOLUNTARY ACT AND DEED OP SAID COMPANY AND THAT THE SEAL AFFIXED THERETO (IF ANY) IS THE CORPORATE SEAL OF SAID COMPANY. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED BY OFFICIAL SEAL THE DAY ANf,YEAR FIRST ABOV5.WRITTEN. PRINTED NAME CJ. -4 T. t' -'‘..4r •ChO,hGt NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING AT KGti.T MY COMMISSION EXPIRES 3^25 • t`k NOTARYIR1111/717100 Order: Non -Order Search Doc: KC:2013 20130830001642 Page 2 of 4 Created By: miharris Printed: 5/15/2014 9:30:08 AM PST Etcrow No.: 1369522 CHICAGO TITLE COMPANY EXHIBIT A Title No.: 1369522 SOUTHWEST QUARTER OP SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD, THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.) PARCEL R. THAT PORTION OP THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF•THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OP SAID SECTION, LESS THAT PORTION PLATTED FOR WILDW00D COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. Order: Non -Order Search Doc: KC:2013 20130830001642 puAlyd4/0899 Page 3 of 4 Created By: miharris Printed: 5/15/2014 9:30:08 AM PST • CHICAGO TITLE COMPANY EXHIBIT A Escrow No.: 1369522 SUBJECT TOS ATTACHED TO STATUTORY WARRANTY DEED AND MADE A PART HEREOF: PROVISIONS AND RESTRICTIONS AS CONTAINED IN DEED: FROM: RECORDED: RECORDING NUMBER: JOHN W. STEEN, ADMINISTRATOR OF THE ESTATE OF WARREN VICTOR' STEEN, DECEASED, AND EXECUTOR OF THE ESTATE OF MARY RUTH STEEN, DECEASED JANUARY 26, 1999 9901262329 AS FOLLOWS: (1) NEITHER PARTY SRALL PLACE OR ALLOW AN ENCUMBRANCE TO BE PLACED ON SAID PROPERTY WITHOUT THE CONSENT OP THE OTHER PARTY; AND (2) EACH PARTY SHALL HAVE THE RIGHT OF FIRST REFUSAL TO PURCHASE THE SHARE OF THE OTHER PARTY. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS , INCLUDING THE TERMS AND PROVISIONS THEREOF: RECORDED: MARCH 9, 2012 RECORDING NUMBER: 20120309001450 AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: LANDFAIR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY AND: VALLEY VIEW SEWER DISTRICT RECORDED: JUNE 27,'2012 RECORDING NUMBER: 20120627002207 REGARDING: DEVELOPER EXTENSION AGREEMENT SAID AGREEMENT IS AMENDED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20120723000641. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS AND ROADS AS DEDICATED IN THE PLAT OF WILDW00D COURT IN VOLUME 72 OF PLATS, PAGE 95. m11l:T/R001/M9 Order: Non -Order Search Doc: KC:2013 20130830001642 Page 4 of 4 Created By: miharris Printed: 5/15/2014 9:30:08 AM PST • Chicago Ref # To -4- RETURN ADDRESS TIEN LE 14062 33rd AVE S TUKWILA , WA 98168 Please print neatly or type information Document Title: NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS Reference Number(s) of Related Documents: • J III llfflfI11 1ll 111110 II01 20120309001450 CHICAGO TITLE OSS 65.00 PAGE -001 OF 004 03/09/2012 15:59 KING COUNTY, WA Grantor(s) (Last, First, and Middle Initial) Steen, TELISA STEEN, JORGEN Grantee(s) (Last, First, and Middle Initial) THE PUBLIC Additional Reference #s on page Additional Grantors on page Legal Description (abbreviated form: lot, block, plat or section, township, range, uarter/quarter) PORTION SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTIONI5-23-4. Additional legal is on page Assessor's Property Tax ParceUAccount Number 152304-9071-07 Additional parcel #s on page The Auditor/Recorder will rely on the information provided on this form. The staff will not read the documents to verify the accuracy or completeness of the indexing information provided herein. • Form 22U Seller's Notice of OSS Rev. 1ro9 Page 2of3 • • I:Copyright 2009 Northwest Multiple listing Service NOTICE OF ONSITE SEWAGE SYSTEM ALL RIGHTS RESERVED OPERATION AND MAINTENANCE REQUIREMENTS Assessor's Tax Parcel ID#: 152304-9071-07 1. I/We (print) TSA WWII on uzGpx serval , are the owners of real property within wh6h4 iST QUAR ERa OF I SO 1THWEST QUARTER OF SECTION 15-23-4. 2. The above-described real property is served by an on-site sewage system ("OSS"). 3. The Code of the King County Board of Health, Section 13.69.005 establishes certain respon- sibilities of the OSS owner with respect to the operation and maintenance of an On-site Sewage System, as follows: A. The OSS owner is responsible for the continuous proper operation and maintenance of the OSS, and shall: 1. Determine the level of solids and scum in the septic tank at least once every three (3) years . for residential system with no garbage grinder and once every year if a garbage grinder is installed and, unless otherwise provided in writing by the health officer, once every year for commercial systems. 2. Employ an approved pumper to remove the septage from the tank when the level of solids and scum indicates that removal is necessary. 3. Cause preventive maintenance/system performance monitoring inspections to be conducted and any indicated service to be performed by an approved person at a minimum frequency in accordance with Table 13.60-1 unless otherwise established by the health officer or the sewage review committee. Table 13.60.1 Minimum Frequency of Proven Ive MaintenancelPerformance Monitoring Table 13.00.1 Explanatory Notes 1) The initial Inspection is to be performed at the time interval Indicated following occupancy. (2) Public domain technology Includes such systems as: mounds. Intermittent sand filters and pressure distribution. (3) Proprietary Technology Includes such systems as: ATUs, Glendon up -flow filters, Advantex pack bed filters and subsurface drip. (4) At least an annual septic tank maintenance check is required If the structure served is equipped with a garbage grinder waste disposal unit. If a screened outlet baffle Is present an annual check is recommended. Pumpers shall report each pumping event to the health officer In accordance with BOH chapter 13.69. (5) Table 13.60-1 specifies the minimum required monitoring frequency. A more stringent monitoring frequency shall be used if recommended by the manufacturer. (6) Thls monitoring Is In addition to that required for the OSS receiving the buliOIng's non -toilet liquid waste. (KCBOH) Note about Monitoring Frequency: The above table reflects the King County BOH Title 13 code dated September 2008. The King County BOH Title 13 code is subject to change. Gravity System (4) Public Domain Technology (2) Proprietary Technology (3,5) Commercial and Food Establishments Non -Discharging Toilets (6) Initial Inspection (1) 6 months 6 months 45 days 45 days NIA Regular Inspection Frequency Every years Annually Every 6 months Annually or Every 6 months Annually Who May Perform the Inspection Owner, Licensed Maintainer or Licensed OSS Pumper Licensed Maintainer Licensed Maintainer Licensed Maintainer Owner Table 13.00.1 Explanatory Notes 1) The initial Inspection is to be performed at the time interval Indicated following occupancy. (2) Public domain technology Includes such systems as: mounds. Intermittent sand filters and pressure distribution. (3) Proprietary Technology Includes such systems as: ATUs, Glendon up -flow filters, Advantex pack bed filters and subsurface drip. (4) At least an annual septic tank maintenance check is required If the structure served is equipped with a garbage grinder waste disposal unit. If a screened outlet baffle Is present an annual check is recommended. Pumpers shall report each pumping event to the health officer In accordance with BOH chapter 13.69. (5) Table 13.60-1 specifies the minimum required monitoring frequency. A more stringent monitoring frequency shall be used if recommended by the manufacturer. (6) Thls monitoring Is In addition to that required for the OSS receiving the buliOIng's non -toilet liquid waste. (KCBOH) Note about Monitoring Frequency: The above table reflects the King County BOH Title 13 code dated September 2008. The King County BOH Title 13 code is subject to change. • Form 22U Sellers Notice of OSS • Rev. frog Page 3 of 3 OCopyright 2000 Northwest Multiple Listing Service NOTICE OF ON-SITE SEWAGE SYSTEM ALL RIGHTS RESERVED OPERATION AND MAINTENANCE REQUIREMENTS 4. Operate and maintain all OSS In accordance with this title, with pertinent altemative system guidelines issued by the DOH [State of Washington Department of Health] and with the approved OSS owner's operating and maintenance Instruction manual. 5. Protect the OSS area including the reserve area from:. a. Cover by structures or impervious material; b: Surface drainage; c. Soil compaction, for example, by vehicular traffic or livestock and d. Damage by soil removal and grade alteration. 6. Maintain the flow of sewage to the OSS at or below the approved design both in quantity and waste strength. 7. Direct drains, such as footing of roof drains away from the area where the OSS is located. B. The owner shall not allow: 1, Use or introduction of strong bases, strong acids or organic solvents into an OSS for the purpose of system cleaning; 2. Use of a sewage system additives.unless it is specifically approved by the DOH; or 3. Use of an OSS to dispose of waste components atypical of residential wastewater, for example, but not limited to, petroleum products, paints, solvents, or pesticides. 4. Note about Operation and Maintenance Program Fee: Rules and Regulations 02-01, amendment' to the Code of the King County Board of Health, states, "At the time of sale or transfer of property ownership, the buyer or transferee of a property served by an OSS shall forward to the health ' officer a fee as set forth in the fee schedule and submit a signed copy of the notice on title as set forth in Secti•_ 13.56.054A" This fee is $40.00 per Rules(=nd Regulations 02-01, effective Seller STATE OF WASHINGTON ) ) ss: COUNTY OF KING ) On this day of Nt yfi" , Date • known to be the individual(s) described herein and who ex uted he foregoing instrument as hislh free and voluntary act and deed for the uses and purposes herein stated. (month) (year) Date , before me personally Given under my hand and official seal this 01.‘d of ,tome (year) Print Name: NOTARY PUBLIC in and for the State of /� Washington, Residing at k"- tot -A My Appointment Expires: 1QJ 1,51 1♦4- PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.) PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. Recording Requested By and When Recorded Mail To: Valley View Sewer District PO Box 69550 Seattle, WA 98168 111 11111101111 • 20120627002207 VALLEY VIEW SE AG 73.00 PAGE -001 OF 012 08/27/2012 15:15 KING COUNTY, UA 1 i Document Title(s) (or transactions contained therein): 1. Developer Extension Agreement 2. 3. . 4. Reference Number(s) of Documents assigned or released: (on page of document(s)) Grantor(s) (Last name first, then first name and initials) 1. Valley View Sewer District 2. 3. 4. • 5. 0 Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. Landfair, LLC 2. 3. 4. 5. 0 Additional names on page of document Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) PORTION OF SW 1/4 OF SW 1/4 BEGIN NE CORNER TH WLY 855 FT TH SLY 810 FT M/L TO NLY MARGIN OF 33RD AVE SOUTH AND POINT OF BEGINNING TH NLY 340 FT TH WLY 290 FT, abbrev. 0 Additional legal is on of document. Assessors's Property Tax Parcel/Account Number: 152304-9071 The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. • • VALLEY VIEW SEWER DISTRICT DEVELOPER EXTENSION AGREEMENT THIS AGREEMENT is to be effective as of the /r day of 5105. , 20 a by and between 11, Jbp. `e , t.LC..- (the "Owner") and VALLEY VIEW SEWER DISTRICT, a municipal corporation of the State of Washington (the "District"). RECITALS A. The Board of Sewer Commissioners of the District operates a system of sewerage for collection and treatment of sanitary sewerage in a portion of the District. B. The Owner owns certain property legally described in Exhibit A, attached hereto and by the reference made a part here of (the "Property"), which is located at /y8 0— 33'-12 Aves. Tries Ap- i,tia 9CfiiS8 C. The Owner is willing to construct a system of sanitary sewer lines at Owner's expense, pursuant to the terms of this Agreement, in order to connect the Property to the District's existing system of sewerage may- A Aiek. *X. (w/g y) l ocarbb oil) 34'l P6. s, Novraw• s'r or P%o ary D. The construction of an internal system of sewerage for the collection of sanitary sewerage on the Property is consistent with the District's comprehensive plan. E. As an initial step in providing sewage collection and treatment service to the Property, certain improvements to the District's system must be constructed and installed. F. The improvements consist generally of furnishing and constructing AiAom4 e 020_8 LF P'A sanitary sewer lines and all appurtenances necessary to comprise a complete system ready for operation (the "Project"). 11 • • TERM AND CONDITIONS IN CONSIDERATION of the mutual promises and performances provided herein, the parties hereto for themselves, their assigns and successors in interest, agree as follows: 1. Cash Deposit. Owner agrees to pay the.District a cash deposit equal to One Dollar and no/100 ($1.00) per each foot of main line sewer installed with a minimum of Two Hundred Fifty Dollars and no/100 ($250.00) at the time of the filing of this Agreement. This cash deposit shall be conditioned upon the owner's strict compliance with the District's conditions and standards contained herein and shall insure the District against any damage to the existing sewer system as a result of the owner's failure to comply. This cash deposit shall be in addition to the basic engineering and administrative fee and the engineering, legal and administrative costs outlined in Section 6 below. The cash deposit will be refunded to the owners one year after satisfactory completion of the extension to the existing system, which completion shall be signified by Section 10 below. In the event of the owner's failure to comply, the District may exercise the right to irrevocably forfeit the total amount of the cash deposit as liquidated damages. The retention of such funds is in addition to .and shall in no way limit the owner's liability regarding the project guarantee as stipulated in the remainder of the specification. 2. Permission to Construction Project. The District shall permit the Owner to constrict and install the Project. 3. Standards of Construction. Construction and installation of the Project shall be strictly in accordance with standards, rules and regulations of the District as now in effect and as the same hereafter may be amended. 4. Submission of Schedule. Promptly after execution of this Agreement, the Owner shall submit to the District a schedule regarding construction of the Project. 5. Preparation and Review of Plans and Specifications. To insure that the Project is designed to the satisfaction of the District and its consulting engineer shall review and approve in writing before work on the Project is commenced the plans, specifications and drawings of the Project, which shall be prepared by a licensed professional engineer of the Owner's choosing. 12 • • 6. Engineering. Legal and Administrative Costs. The Owner has paid to the District a non-refundable Basic Engineering and Administrative fee for review of the application for developer extension and initial services of the District and its consulting engineers to determine the feasibility of the Project. During the period of construction and installation of the Project, the District shall submit monthly to the Owner a statement of charges for other services of the Engineers pursuant to this Agreement, which statement shall be equal to the statement submitted by the Consulting engineers to the District Pursuant to the applicable fee arrangement for engineering services between the District and the consulting engineers. The District shall also submit monthly to the Owner during such period and until this Agreement has been fully performed and the Project has been constructed and conveyed to the District, a statement of charges for legal service, which statement shall be equal to the statement submitted to the District by its attorneys, pursuant to the applicable retainer resolution between the District and its attomeys, for all work performed by its attomeys in connection with the preparation and performance of this Agreement, including, but not limited to, participation in any pertinent administrative or court proceedings to which the District may become a party. The Statement of charges shall include an amount equal to 15 percent of the charges of the Engineers and the Attorneys for the administrative cost to the District of handling such statement of charges and all out-of-pocket costs of the District attributable to. the Agreement. The Owner shall pay any statement of charges within ten days of receipt. Statements not paid in full within ten days shall be deemed delinquent and shall accrue interest at the rate of 12 percent per annum from the date of delinquency. The District shall have the right to commence, appear in or defend any action or proceeding affecting the rights of the parties, and shall have the right to pay necessary expenses, including the costs of engineering and legal services, subject to reimbursement by the Owner in the manner provided in this Agreement. 7. Connection Charges and Fees. Before issuance of a side sewer permit for connection of any Project sewer lines to the District's sewer system, the Owner shall pay all stub, trunkage, connection, latecomer and permit fees which may be due for the project and the Property. The fees and charges shall. be calculated in accordance with the number of actual and planned building unit at the time the Project is accepted by the District. No other property of the Owner in the vicinity of the Property shall be connected to the District's sewer system until a contract providing for the connection has been entered into with the District. 13 • • 8. Commencement of the Project. In addition to any other requirements of this Agreement and before construction of the Project is commenced, the Owner shall take thefollowing action: (a) Obtain District approval of it contractor in accordance with the qualification requirements of applicable law and the District's Administrative Code. (b) Obtain and file evidence acceptable to the District of a policy of comprehensive general liability insurance for the work being performed under this Agreement. The policy must provide minimum coverage of $1,000,000 for bodily injury, including death, and property damages per occurrence. The District shall be named as an addition insured under the policy maintained in full force and effective during the period of construction and installation. (c) Obtain or cause to be obtained all applicable permits and approvals at Owner's expense for agencies of cities, King County and the State of. Washington. (d) File with the District executed copies of any easements, in any form acceptable to the district, obtained for property located outside the boundaries of the Property but within the boundaries of the District. (e) Give the District one week's written notice before commencing construction of the Project. (f) If construction or installation of any part of the Project will occur in a public right-of-way under franchises or permits obtained by the District or for which the District is responsible, provide to the District a restoration performance bond executed by the Owner and a surety company acceptable to the District, substantially in the form of the restoration performance bond attached to this Agreement, in the sum of 510,000 or fifty percent (50%) of the estimated cost of that part of the project to be constructed or installed in the right-of-way, whichever is greater. The restoration performance bond shall be conditioned upon the Owner's (1) replacing, repairing and restoring the public right-of- way in as good a condition as it was immediately before the right-of- way was entered upon for construction of the Project, and correcting and repairing any defects appearing or developing in the materials or workmanship provided in such replacement, repair and restoration within a period of one year after the date of acceptance of the Project by the district; and (2) indemnifying and holding harmless the District from any damage or expense by reason of the failure of such performance. 14 • • 9. Inspection. The Owner shall permit the District and the Engineers to inspect the construction and installation of the Project, both visually before any pipe is covered and by test upon final completion, before connection is made to the District's sewer system. The District and the Engineers shall have authority to reject any construction and installation not conforming to the approved design of the Project and the requirements of this Agreement. The District and the Engineers further shall have authority to reject any construction and installation that conforms to the approved design of the Project, but does not function properly, in the opinion of the District and the Engineers. An example of improper functioning is back-up of sewer in the line due to inadequate slope of the line. The determination of the District and the Engineers shall be final. 10. Completion of the Project. Subject to any applicable state or local requirements, the Owner shall take the following action to receive the following approvals before the Project is connected to the District's sewer system: (a) Obtain approval and acceptance of the construction and installation of • the project by the District. (b) Pay for engineering and legal services and administrative, out-of-pocket and other applicable fees and charges, as provided herein. (c) Satisfy and release all liens and encumbrances for labor, materials and taxes relating to the Project. (d) Convey without cost to the District ten -foot easements and rights-of— way (five feet on each site of sewer lines), in form acceptable to the District, for all Project sewer lines, with the right of ingress and egress for maintenance, operation, repair and replacement. (e) Obtain for the District such other easements, in form acceptable to the District, as are found by the District to be necessary to gain access to the Project. (f) By warranty bill of sale, substantially in the form of the Warranty Bill of Sale attached to this Agreement, Convey the Project to the District free and clear of all liens or encumbrances. The Owner's conveyance of the Project to the District shall be completed before the Owner sells or contracts to sell the Property or any portion thereof. (g) Upon request of the District, provide to the District a title report concerning any easement of right-of-way that will be conveyed to the District. (h) When the Project is accepted by the District, provide to the District a maintenance bond executed by the Owner and a surety company acceptable to the District, substantially in the form of the maintenance 15 (i) • • bond attached to this agreement, in an amount prescribed by the District but not to exceed 50 percent of the cost of the project. The maintenance bond shall be conditioned upon (1) repairing and correcting any defects appearing or developing in the materials or workmanship provided in the construction and installation of the Project by the District: (2) repairing and correcting ay improper functioning or condition caused by or occurring within the Project, even though the project was constructed and installed in accordance with the approved plans, specifications and drawings of the Project, within a period of one year after the date of acceptance of the Project by the District; and (3) indemnifying and holding harmless the District from any damages or expenses by reason of the failure of such performance. Deliver to the District an original Mylar as -built set of plans for the Project, including all side sewer connections. (j) Deliver to the District two final copies of the plat of the Property. 11. District Authority; Delinquencies. The Owner shall be subject to all standards, rules and regulations of the District as now in effect and as the same hereafter may be amended. In the event of delinquency in the payment of any rates, charges or assessments imposed by the District, the Owner shall be subject to the lien and foreclosure provisions of the laws of the State of Washington and the rules, regulations and resolutions of the District pertaining to property served by the District. • 12. Indemnification. The Owner shall indemnify, defend and hold harmless the District, its officers, agents and employees harmless from all suits, claims or liabilities of any nature including attorneys' fees, costs and expenses, for or on account of injuries or damages sustained by any persons or property resulting form negligent (sole or concurrent) acts or omissions of the Owner, its agents or employees under this Agreement or in connection with work performed under this agreement. If suits in respect to the above is filed, the Owner shall appear and defend the suit at its own cost and expense, and if judgment is rendered or settlement made requiring payment of damages by the District, its officers, agents or employees, the Owner shall pay the same. . 13. Contractual Relationship; Assignment. This Agreement does not constitute the Owner as the agent or legal representative of the District for any purpose whatsoever. The Owner is not granted any express or implied right or authority to assume or create any obligation or responsibility on behalf of or in the name of the District or to bind the District in any manner or thing whatsoever. The Owner shall not assign this Agreement without the prior written consent of the District. 14. Utility Local Improvement Districts: Connection of Additional Property. If any utility local improvement district ("ULID") is proposed to pay all or a part of the coast of constructing sewers that serve or benefit all or a part of the 16 • • Property, the Owner, its heirs, representatives, assigns and successors in interest agree that they will sign any petition to form the ULID and will not protest or object tot eh formation of the ULID. If the District constructs additional sewer lines and facilities within or serving the property, nothing in this Agreement shall prevent the District from Levying special assessments against any of the Property for the cost of the sewers and the extent of the benefit there from. After conveyance to the District of the Project, additional property may be permitted to connect to it under such terms and condition as the District in its sole discretion may determine. 15. Time of Essence; Termination for Nonpayment: Notices. Time is of the essence of this Agreement. If any payment is not timely made by the Owner, this Agreement, or any performance related to the payment, may be terminated by the District at its option upon ten days' written notice to the Owner. All notices and payments shall be made at the following addresses, Unless otherwise provided for in writing: VALLEY VIEW Sewer District 14816 Military Rd S PO Box 69550 Seattle, WA 98168-9550 16. Delay in Completion. The Project shall be completed and accepted on or before .z"t,tNe 20i2.. . If the Projects is not completed and accepted on or before that date, the Owner's rights under this Agreement shall cease and no sanitary sewer service shall be connected to the Project unless and until the District finds that the Project is substantially under way and the Owner executes a new agreement with the District or the District consents to a renewal of this Agreement. Any new agreement or renewal of this Agreement shall be subject to the resolutions, rules, regulations and policies of the District in effect at the time of such new agreement or renewal of this Agreement. 17. No Third Person Shall Have Any Rights Hereunder. This Agreement is made only for the benefit of the District and the Developer and successors in interest and no third person or party shall have any rights hereunder whether by agency or third -party beneficiary or otherwise. 18. Applicable Law: Venue. This Agreement shall be construed and interpreted in accordance with the laws of the State of Washington. The Venue of any action brought under this Agreement shall be in the Superior Court for King County. 19. Recordation: Binding Effect. This Agreement shall be recorded in the Records and Elections Division, King County, Washington, and shall constitute an easement and servitude upon the Property, which the Owner warrants it now owns and shall be binding upon the parties, their heirs, representatives, assigns and successors in interest. The cost of such recording shall be paid by the Owner. 17 • 20. Attorneys' Fees. If the District or the Owner commences any legal action relating to this Agreement, the prevailing party shall be entitled, in addition to all other amounts to which it is otherwise entitled by this Agreement, to its reasonable attorneys' fees and costs, including those incurred on appeal. 21. Amendments. The parties expressly reserve the right to modify this Agreement, from time to time, by mutual agreement. No modification or amendment of the provisions of this Agreement shall be effective unless in writing and signed by authorized representatives of the parties. 22. Remedies Cumulative. Rights under this Agreement are cumulative. The failure to exercise on any occasion any right shall not operate to forfeit the right on another occasion. The use of one remedy shall not be taken to exclude or waive the right to use another. 23. Invalidity of Particular Provisions. Should any term provision, condition or other portion of this Agreement or the application thereof be held to be inoperative, invalid or enforceable, the remainder of this Agreement or the application of the term or provision to persons or circumstances other than those to which it is held invalid or unenforceable shall not be affected there by and shall continue in full force and effect. 24. No Waiver. No waiver of full performance by either party shall be construed, or operate, as a waiver of any subsequent default or breach of any of the terms, covenants or conditions of this Agreement. 25. Previous Agreements Superseded. The terms and conditions of this Agreement supersede the Terms, obligations and conditions of any existing or prior agreement between the parties regarding the subject matter of this Agreement. 26. Entire Agreement. This Agreement, including the attached exhibits, contains all of the covenants, promises, agreements, and conditions, either oral or written, between the parties. 27. [Optional] Latecomer Reimbursement. If any property within the area described in Exhibit B, attached hereto and by this reference made a part hereof, is connected to the Project within a period of seven years from the effective date of this Agreement, the owners of such property, prior to making such connection, shall pay to the District to a pro rata share of the costs of the Project, without adjustment for inflation or accrual of interest. The costs of the Projects shall be the total of the costs listed on the warranty bill of sale for the Project. Prior to submission of the warranty bill of sale, the Owner shall provide to the District a summary of the costs of the Project, together with copies of invoices and documents verifying such costs. The amount of reimbursement for any connection shall be computed as follows: 18 Within sixty days after receipt, the District shall pay such reimbursements to the Owner, its assigns, or successors in interest ("Owner'or assigns"). The duty of the District to pay such reimbursements to the Owner or assigns shall be conditioned upon the Owner or assigns notifying the District, on or before every two-year anniversary of the date of this Agreement, of the current name, street address, telephone number and email address of the Owner or assigns. If the Owner or assigns fail to comply with this notification requirement within sixty days of the applicable anniversary date, then the District may retain any such reimbursements made thereafter to the District. Upon receipt of a reimbursement, the District shall send a notice to the Owner or assigns, at the last reported name and street address, stating that the District shall retain such reimbursement unless the Owner or assigns claims the reimbursement by written response to the District within thirty days of the date of the notice. The written response shall resume the requirement to provide the notice to the District on or before every two-year anniversary date of this Agreement. C, o ta4AA6Mt� VALLEY VIEW SEWER DISTRICT By: By: Its Chairman STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that Cao Van 14,1017 Is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that iC was authorized to execute the instrument and acknowledged it as the G-efri err.' IYlctnet ge' of fo.11ey View Sctav EX4, * be the free and voluntary act of such DD corporation for the uses and purposes mentioned in the instrument. By: Secretary Commissioner V By: Vice C mmissioner Notary Public State of Washington DANIEL JAE LEE My Appointment Expires Feb 28.2013 19 Dated Notary Public in and for the State of Washington, residing at `Tv cu j It , L4.. My Appointment Expires • • STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that • Is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Chairman of The Board of Sewer Commissioners of VALLEY VIEW Sewer District to be the free and voluntary act of such parties for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington, residing at My Appointment Expires STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that �YI;���►�I �. f Is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated th t he was authorized to execute the instrument and acknowledged it as the-CChairman of The Board of Sewer Commissioners of VALLEY VIEW Sewer District to be the free and voluntary act of such parties for,,ttlalogs and purposes mentioned in the instrument. F ''► �,Mt •ESa:�ss� 111;11" �O. •sz% ' bIto •-s O''h,'- 411 HIN1/41 a 20 Dated Notary Pub is in and for the State of Washington, residing at My Appointment Expires • STATE OF WASHINGTON ) • ) ss. COUNTY OF KING ) certify that I know or have satisfactory evidence that o►, Is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated thatheauthorized to execute the instrument and acknowledged it as the e f The Board of Sewer Commissioners of VALLEY VIEW.Sewer District to be e free and voluntary act of such parties for the uses and purposes entioned ' he instrument. Dated (o J a 2ola 21 U Notary P ' : 'c in and for the Slate of Washington, residing at Ce. My Appointment Expires -36,31214 • • Recording Requested By and When Recorded Mail To: Valley View Sewer District PO Box 69550 Seattle, WA 98168 1111 11111111111111111 I 1 20120723000641 VALLEY VIEW SE AG 66.00 PAGE -001 OF 005 07/23/2012 12:18 KING COUNTY, UA 11 Document Title(s) (or transactions contained therein): 1. Developer Extension Agreement, Amendment 2. 3. 4. Reference Number(s) of Documents assigned or released: (on page of document(s)) Grantor(s) (Last name first, then first name and initials) . 1. Valley View Sewer District 2. 3. 4. 5. 0 Additional names on page of document. Grantee(s) (Last name first, then first name and initials) 1. Landfair, LLC 2. 3. 4. 5. 0 Additional names on page of document Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) PORTION OF SW 1/4 OF SW 1/4 BEGIN NE CORNER TH WLY 855 FT TH SLY 810 FT M/L TO NLY MARGIN OF 33RD AVE SOUTH AND POINT OF BEGINNING TH NLY 340 FT TH WLY 290 FT, abbrev. 0 Additional legal is on _ of document. Assessors's Property Tax Parcel/Account Number: 152304-9071 The Auditor/Recorder will rely on the information provided on the form. The staffwill not read the document to verify the accuracy or completeness of the indexing information provided herein.