Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit PL15-0011 - HAN PHAN - SHORT PLAT
LAND DIVISION SHORT PLAT Parent Project: PL15-0011 RECORDED This File: L15-0013 MINN' S TRUST LOT LINE ADJUSTMENT CITY-:-.OF-.TUKWILA FILE NO. L15-0012 :City of Tukwila,' ...':Department ercommunity Development 6300 Soutl}tenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 ' E-maili2ukplanatukwila.wa.us DECLARATION Know• all men by:these_present that we;•the ,undersigned, owr er(s) in fes:.•Simple:df the land-fierein described do hereby make a BOUNDARY LINE ADJUSTMENT thereof pursuant to RCW 58.17.040 _arid decl.are this BOUNDARY UNE ADJUSTMENT to be the graphic representation at said BOUNDARY LINE ADJUSTMENT and'the same. is made .with the free consGni 'and -•-irt'accordonce.with the desire of the' owner(s)•.' IN WITNESS.'WIiEREOP-we set our hands.and s8'ais. PRINCIP Donald F. Minns Revocable Living Trust Ohana Financial Services Trustee JAS STATE OF` JaS.kV ) SS COUNTY OF kindI d APPROVALS DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee and Examined and approved this .$\. day of J v 2015 he by certified for filing this ; 20 day of L, `I fQ l_ �� r�j Assess►)`drI(`n/,�, (`/[// '/��i Deputy kSsessopr _ J Chairpe ' hort Su ivision Committee Account Number 7346600116 AND 7346600125 RECORDING NO. VOL./PAGE 527 /ON PORTION _1/4OF of _NE_1/4, S._16 _ T. 23 N., R. 4 _E., W.M. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT N u-Y4La vl Cr. 12 i e-vt s c..t SIGNED THIS DEDICATION AND ON OATH STATED THAT (60/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGEDJT AS THE _FovtlNc.j ai .OF-E3l1PuNik VIcrS TO BE THE FREE AND VOLUNTARY ACT •OF:SVCH PARTY FOR THE. USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED 04,01114) • LYNNM. TILER STATE OF WASHINGTON NOTARY PUBLIC.•: MY COMMISSION EXPIRES 05-24-15 • SIGNATURE -:-OF NOTARY AUBLIC PRINTED' NAME OF -:• NOTAfiY PUBUC :v"1 M'-:T' l TITLE N 10ti.b I i c State of Washington.. :.County of Kjr :`• • State of County of li! /v7a / c, a11,1'rr.27l I certify that 4 know or have satisfactory evidence that signed this instrument and k•Gcknowiedged it to be (his/laer) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of _____7_,,L4 Notary Public commisWaninr EDated �2 L n e_ 7-, a„S / Notary PIINC•�Mtt My appointment expires SG p• 3i , - /7Z San Matto Coynty ' Mr Comm. Expires d ,,2o17 E III JOUlII 11 201507 IIII II II�II IIIHIiI 01900010 LAM 143.00 VOL 327 PG 031 SAPPHIRE HOMES PAGE-001 OF 002 07/01/2015 14:4a KING COUNTY, UA 1 Mg r. at M equest of DPP'* Supt. of Records EXISTING LEGAL DESCRIPTIONS PARCEL A THE SOUTH 90 FEET OF TRACT 2, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING ,,•TO'THE,PL T THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; EXCEPT T7lE EAST 155 FEET THEREOF; TOGETHER WITH THAT.PORDON OF OLD MILITARY ROAD VACATED, ADJOINING WHICH UPON VACATION' ATTACHED TQ-SAID PREMISES BY OPERATION OF LAW. PARCEL B • ' ft CEL A, CITY OF•"-TUKWILA SNORT 13.14.1- NUMBER L11-035, RECORDED UNDER RECbRDING NUMBER :2151202Q9900004, IN KING COUNTY, WASHINGTON, MORE ' PARTICULARLY.DESCRIBE AS'FOLLOWS: TRACT 1, BLOCK `4' RLLERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF .:RECORDED.ifN VOLUME 11 OF FEATS, PAGE 1•QQ,,IN KING COUNTY, WASHINGTONi.- TOGETHER WITH TWAT PORTIOIJ OF VACATED MILFtARY:ROAD SOUTH ADJOINING EXCEPT THE EAST 95.00 FEET THEREOF; -NEWLEGAL _E__•--•-- - —ARCEL A -THE SOU7N 90 FEET'OF TRACT 2, BLOCK 4, RIVERTON:ACRE TRA6`TS, ACCORDING TO NEW LEGAL DESCRIPTION PARCEL B PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING EXCEPT THE EAST 95.00 FEET THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01'32'34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89'55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 00'15'27" WEST 20.00 FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE CONTINUING NORTH 0015'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID TRACT 1; THENCE NORTH 89'56'06" WEST, ALONG SAID THE PLAT--THEREQE RECORDED IN VOLUME 11 OF PLATS, PAGE-100, IN Kft G COUNTY,.......-.. WASHINGTON; - NOR• • EXCEPT THE EAST 155 FEET THEREOF; TOGETHER WITH THAT PORTION. OF OLD MILITARY,ROAD VACATED, ADJOINING WHltN UPON VACATION ATTACHED TO 'SAIQ..PREMISFS'I1Y OPERATION OF -,LAW. .. TOGETHER WITH THE FOLLOWING DESCR E15PARCEL: THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTOR S, ACCORDING TO THE . PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE _1e0, IN KING COUNTY,R WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE'NORTHEAT QUARTE-QF... SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED' AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBOLV!SION;. • :.. THENCE NORTH 01'32'34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89'55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 00'15'27" WEST 20.00.FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH 135TH STREET;NC „THEW-E.-CONTINUING NORTH 00'15'27" WEST 149.90 FEET TO THE NORTH UNE OF SAID TRACT 1; THENCE NORTH 89'56'06" WEST, ALONG SAID NORTH LINE, 132.61 FEET TO THE TRUE POINT DF BEGINNING; THENCE SOUTH 00'03'54" WEST 7.20 FEET; THENCE SOUTH Ba'42'39" WEST 38.4.1..FEET; THENCE NORTH 01'17'21" WEST 8.11 FEET TO THE NORTH LINE,OF SAID TRA1r7. 1; T'FfENCE SOUTH 89'56'06" EAST, ALONG SAID NORTH UNE, 38.59 FEET'. r0 THE' TRUE POINT OF BEGINNING; 0 : d? • SOUTH 133RD STREET ikVICINITY i SLTE NOT TO SCALE M cn ASOUTH 135TH LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter registered as a land surveyor by the State of Washington, certify that this plat is based on art actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have b--r set , nd lot comers staked on the ground as depic he G�'23 STREET SURVEY FOR: OWNER: Donald F. Minns Revocable Living Trust Ohana Financial Services Trustee ADDRESS: P.O. BOX 33710 SEATTLE, 98133-0710 T1_LINE, 132.61 FEET TO.•:TH.E TRUE POINT OF BEGINNING; THENCE SOUTH 00'03'54:.WEST 7.20 FEET;::-'THENCE::•SOUTH 88'42'39" WEST 38.41 FEET; THENCE • '•:NORTH 01'1.3'21" WEST 8.71 FEET:ft THE NORTH UNE OF SAID TRACT 1; THENCE S013TH 89'5E06" EAST;' ALONG SAID NORTH LINE, 38.59 FEET TO THE TRUE POINT 'OF BEGINNING; EASEMENT AND RESTRICTIONS CE1iCAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. Od262 4—ETU, DATED October 9, 2014 at 08:OOAM) PARCEL A 1. The property is together with a 3 foot sewer easement over the West 3 feet of the East 155 feet of the South 90 feet of Tract, 2 Block 4, RIVERTON ACRE TRACTS, VOL. 11/100. PARCEL B 1. The property is subject to Recording No.: 5813736 which is a 3 foot easement for the purpose of sewer line and sewer line facilities. This is shown on the drawing. 2. Recording No.: 20070206001109 is an easement for utilities and vehicular and pedestrian ingress, egress and access; This affects: 20 feet adjoining the eost line of said premises 3. The property is subject to Rec. No. 20090421000236, the effect, if any, of underground agreement, waiver to under grounding ordinance, obligation for future under grounding, including the terms and provisions thereof Recorded: April 21, 2009 4. The property is subject to covenants, conditions, restrictions, recitals, :: reservations, easements, easement provisions, dedications, building setback lines, notes. -and statements, if any, of City of Tukwila Short Plat Number Lll-'-b35 recorded''9nder recording number 20120209900004 • • • • • • • • :SCHROET; •R:LAND.: S•UJ:RVEYINO PROFESSIONAL' LAND •-SURVEYORS P.D. •-8.gx 813, :Seahurst,•.•Washington 98062'' (206) 242-662f "•-EN1�ILj SCHROETERSURY.EY@CDM9fiST,NET ' DWN. BY LAW DATE 3/17/15 JOB NO.,.::636/29 DATE. FIELD 3/16/15 PROJEOT NO.15017BLA CHKD. BY REVISED 5/28/15 SHEET''': ; . a' OF 2 MINN' S TRUST LOT LINE ADJUSTMENT CITY•:'OF"-TUKWILA FILE NO. L15-0012 City of Tukwila Department of Community Development 6300 Soutlicenter Boulevard. Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 4313665 E-mall:luicplan@Nokwila.wa.us • • NE corner -Sec. 16,-T23N, R4E, W.M. Found 3" brass disk in..00ner--ate in case (not visited this survey) reet Found brass•3ack iri lead in •ctincrete in' "tase — .2/18/15: Found monument is.1.79' south.of-+' the intersection of -So. 135th Street. Monument is based on. the based on the Plat of Riverton Acre•:Tracts, Vol. , 11, page 100. S89'55'03"E NW) ��- 615.08' 0 go So. 135th Stre e t 0 0� N CONTROL � M M NOT TO. 30' O cl v N M 07> L N Z M oo O East 1/4 corner Sec. 16, T23N,. R4E, W.M. Found 3" braes disk in concrete":In case 11/13/10 LOT AREAS PARCEL A AREA (BEFORE): 14,346 sf ± AREA (AFTER): 14,640 sf ± or 0.34 acres ± PARCEL B AREA (BEFORE): 30,290 sf ± or 0.70 acres ± AREA (AFTER): 29,996 sf ± or 0.69 acres ± a LEGEND • '- ,® ..-Concrete bnurr ent in Case O 0 Set reboi''-w/gap #2360,40.: -'"•C21 O Foohd pipe: or rebar:: V Hydrant BASIS OF BEARING BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE EAST 1/4 OF SECTION 16, T23N, R4E, W.M. AND THE NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS SHOWN ALSO ON KING COUNTY RECORD OF SURVEY 20050826900007. NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse..ctaatbods used in performing this survey meets or exceeds the standards' contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. N_ 0 c m V existing fire hydrant 20 GRAPHIC SCALE 10 20 40 80 (INFEET ) 1 inch = 20 ft. N89'56'06"W 165.88' NEW'L`OT LINE 1 RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set arad Lot corners staked on the ground as depicte GS'2-36 4 38:41' „ B$'42 39 W • NEW LOT" LINE 91.2' PARCEL B RECORDING NO. VOL./PAGE 327'03Z... PORTION OF SE 1 /4 of PARCEL A TAX LOT 7346600125 TRUE POINT OF BEGINNING OF NEW LINE N89'56'06"W 72.61' 5.00' oC'03`54' W.... steps (PARCEL:A. TUK SP L11-035 -RC #2012.0209900004) • • N89-55'84"W 191;32' 0 SURVEY FOR: OWNER: Donald F. Minns Revocable Living Trust Ghana Financial Services Trustee ADDRESS: P.O. BOX 33710 SEATTLE, 98133-0710 PHONE: 206-782-1189 56.1' Ex. House #13418 REMOVED NE 1 /4, S. 6 T.23N., R.4E., W.M. kOzik). 77 700 NORTH orth line of Tract 1 ir 132.61' 60.00' 771 3 foot sewer easement KC Rec. #5813736 68.7' CD CD CO CO CD o o or o SC HRO ETER eLAN SURVEYING:z PROFESSION4' LAND .SURVEYORS DWN. BY LAW CFIKD. BY REVISED 5/27/15 SCALE: 1" = 2 OF • Mgr. Supt. of Records SAPPHIRE SHORT PLAT CITY OF TUKWILA FILE NO. L15-0013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@tukwila.wa.ua 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 plot 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 set our hands and seals. Pi I�NCPM Sapphire Homes, Inc. , a Washington corporation Ohana Financial Services Trustee z STATE OFJ1)fL hA4..921L-CL---) ) SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE S8 '1 4.1 j_ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED. IN THE INSTRUMENT. DATED ,.JaaJ 1( SIGNATURE OF NOTARY PUBLIC Q\L/�u21 " 7C'i'� PRINTED NAME OF° �� i/CF NOTARYPUBLIC .J1A.S4Lh .b , � TITLE A 11-i ri . S1Lp- �lf 1r c'Ji, MY APPOINTMENT EXPIRES 10'-0-9011 TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this Chairpe o 2./v , hdrt Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this day of rung. i ;.`.1 20 n j•i;t}.1 Assessor 411 Deputy Assessor Account Number 7346600116 V State of Washington County of r f f/i !� APPROVALS 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 paid In full. Thls day of , 20 King County Treasurer Treasurer CONFORMED COPY 20160325900001 SAP167.00 PHIRE F003 03/25/2016 11,09 Deputy Kliig,County `ate t M st of EXISTING LEGAL DESCRIPTION PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON. EASEMENT AND RESTRICTIONS (FROM CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU, DATED October 9, 2014 at 08:OOAM) 1. The property is subject to Recording No.: 5813736 which is a 3 foot easement for the purpose of sewer line and sewer line facilities. This is sho::n or, the drawing. 2. Recording No.: 20070206001109 is an easement for utilities and vehicular and pedestrian ingress, egress and access; This affects: 20 feet adjoining the east line of said premises 3. The property is subject to Rec. No. 20090421000236, the effect, if any, of underground agreement, waiver to under grounding ordinance, obligation for future under grounding, including the terms and provisions thereof Recorded: April 21, 2009 4. The property is subject to covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, of City of Tukwila Short Plot Number L11-035 recorded under recording number 20120209900004 SURVEY NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with o Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification' by the land surveyor. BASIS OF BEARING BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE EAST 1/4 OF SECTION 16, T23N, R4E, W.M. AND THE NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS SHOWN ALSO ON KING COUNTY RECORD OF SURVEY 20050826900007. REFERENCES Plot of Riverton Acre Tracts, Vol. 11/100 RECORD OF SURVEY 20050826900007 CITY OF TUKWILA SHORT PLAT L11-035 ROS 31/195, ROS 90/58, ROS 162/119, ROS 106/171, ROS 136/22, ROS 121/26 LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plot is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those ents approved for setting at a later date �,,a- - Q•r;lot corners staked on the ground as dep G d'Z3 CERTIFICATE NO. SURVEY FOR: OWNER: SAPPHIRE HOMES, INC. ADDRESS: 16843 SE 43RD ST. ISSAQUAH, WA 98027 RECORDING NO. VOL./PAGE PORTION OF _SE _1/4 of _NE_1�4, S._16 _ T. 23 N., R. 4 - kVICINITY NOT TO SCALE 00 qui bq NE corner Sec. 16, T23N, R4E, W.M. Found 3" brass disk in concrete in case (not visited this survey) So. 728th Street , W.M. Found brass tack in lead in concrete iii in case - 2/18/15 a u Found monument is 1.79' south of Y (.2)the intersection of So. 135th Street. (,, Monument is based on the based on 51. (' 1 the Plat of Riverton Acre Tracts, Vol. a 11, page 100. c m c.115 S89'55'03"E •8 So. 735th Street . ; ` N Oi- N(V } a(0ro O "N • 00 > u) N Z r) 06 d NN J r 7 M 0 t/ CONTROL NOT TO SCALE East 1/4 corner Sec. 16, T23N, R4E, W.M. Found 3" brass disk in concrete in case 11/13/10 SOUTH 133RD STREET a -SITE to 0 0 Z M SOUTH 135TH STREET cn M S-cR'55 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.D. Box 813, Seahurst, Washington 98062 <206) 242-6621 EMAIL' SCHROETERSURVEY@CDMCAST,NET DWN. BY JOB NO. 636/29 PROJECT NO.15017SP LAW DATE 1/13/16 DATE FIELD 3/16/15 CHKD. BY SHEET 1 OF 3 Mgr. Supt. of Records NAME RECORDING NO. VOL./PAGE SAPPHIRE SHORT PLAT CITY OF TUKWILA FILE NO. L15-0013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 4313865 E matl: tukpiant(tukwIla.wa.ue NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A .PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'15'27" WEST 49.98 FEET; THENCE NORTH 89'56'06" WEST 148.52 FEET TO THE EAST MARGIN OF MILITARY ROAD SOUTH; THENCE SOUTH 08'27'00" EAST, ALONG SAID EAST MARGIN, 50.50 FEET TO THE NORTH MARGIN OF SAID SOUTH 135TH STREET; THENCE SOUTH 89'55'03" EAST, ALONG SAID NORTH MARGIN, 141.32 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON); TOGETHER WITH AND SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001058; AND TOGETHER WITH AND SUBJECT 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001059; AND AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5813736. LOT 2 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET; THENCE NORTH 00'15'27" WEST 49.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00'15'27" WEST 49.95 FEET; THENCE NORTH 89'56'06" WEST 155.72 FEET TO THE EAST MARGIN OF MILITARY ROAD SOUTH; THENCE SOUTH 08'27'00" EAST, ALONG SAID EAST MARGIN, 50.50 FEET; THENCE SOUTH 89'56'06" EAST 148.52 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON); TOGETHER WITH AND SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001058; AND TOGETHER WITH AND SUBJECT 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001059; AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5813736. LOT 3 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET; THENCE NORTH 00'15'27" WEST 99.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00'15'27" WEST 49.95 FEET TO THE NORTH LINE OF SAID PARCEL B; THENCE NORTH 89'56'06" WEST, ALONG SAID NORTH LINE, 82.61 SFEET; THENCE SOUTH 00'03'54" WEST 7.20 FEET; THENCE NORTH 88'42'39" WEST 38.41 FEET; THENCE NORTH 01'17'21" WEST 8.11 FEET; THENCE NORTH 89'56'06" WEST 41.71 FEET TO THE EAST MARGIN OF SAID MILITARY ROAD SOUTH; THENCE SOUTH 08'27'00" EAST, ALONG SAID EAST MARGIN, 50.51 FEET; THENCE SOUTH 89'56'06" EAST 155.72 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON); TOGETHER WITH A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001058; AND TOGETHER WITH 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001059; AND AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5813736. RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monu ents approved for setting at a later date, have be _e�j.ot corners staked on the ground as depict LOT 4 PORTION OF SE 1/4 of NE 1/4, S.16 T.23N., R.4E., W.M. THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 or PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 00'15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID PARCEL B; THENCE NORTH 89'56'06" WEST, ALONG THE NORTH LINE OF SAID PARCEL B, 50.00 FEET; THENCE SOUTH 00'15'27" EAST 149.88 FEET, TO THE NORTH MARGIN OF SAID SOUTH 135TH STREET; THENCE SOUTH 89'55'03" EAST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE POINT OF BEGINNING; TOGETHER WITH A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001058; OGETHER WITH A 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001059; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). 20' INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER 20151112001058 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST 45.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 26'45'16" WEST 11.21 FEET; THENCE NORTH 00'15'27" WEST 89.93 FEET; THENCE NORTH 89'56'06" WEST 20.00 FEET; THENCE SOUTH 00'15'27" EAST 89.93 FEET; THENCE SOUTH 26'22'31" WEST 11.15 FEET TO THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE SOUTH 89'55'03" EAST, ALONG SAID NORTH MARGIN, 30.00 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). 5' UTILITY EASEMENT KING COUNTY RECORDING NUMBER 20151112001059 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST 75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'15'27" WEST 99.93 FEET; THENCE SOUTH 89'56'06" EAST 5.00 FEET; THENCE SOUTH 00'15'27" EAST 89.93 FEET; THENCE SOUTH 26'22'31" WEST 11.15 FEET TO THE NORTH LINE OF SAID SOUTH 135TH STREET AND THE TRUE POINT OF BEGINNING; SHORT PLAT NOTES: 1. ALL FUTURE HOMES SHALL HAVE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. 2. ALL WATER METERS AND LINES SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER REQUIREMENTS. 3. PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3 AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3 AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 4. PRIVATE UTILITY EASEMENT AND MAINTENANCE AGREEMENT THIS SHORT PLAT CONTAINS AN EASEMENT FOR UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3 AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3 AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF THE IMPROVEMENTS CONTAINED WITHIN. 5. EVERY REASONABLE EFFORT WILL BE MADE TO PRESERVE EXISTING TREES AND VEGETATION, AND INTEGRATE THEM INTO THE SUBDIVISION'S DESIGN. (TMC 17.20.030.A.2) 6. THE FRONT DOORS OF LOT 1 AND 4 ARE REQUIRED TO FACE S 135TH ST PER TMC 18.50.050. THE SETBACK FOR LOT 1 MAY BE 20 FEET FROM MILITARY ROAD AND 10 FEET FROM S. 135TH ST. ALL LOTS SHOULD TAKE ACCESS FROM THE PRIVATE ACCESS ROAD. 7. A FOUNDATION DRAINAGE DISBURSEMENT DESIGN OR RECOMMENDATIONS SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER WITH EACH BUILDING PLAN APPLICATIQN. SURVEY FOR: OWNER: SAPPHIRE HOMES, INC. ADDRESS: 16843 SE 43RD ST. ISSAQUAH, WA 98027 SCHROETERLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. BY LAW DATE 1/13/16 DATE FIELD 3/16/15 JOB NO. 636/29 PROJECT NO. 15017SP CHKD. BY SHEET 2 3 OF CERTIFICATE NO. SAPPHIRE SHORT PLAT CITY OF TUKWILA FILE NO. L15-0013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@lukwila.wa.us O OO LEGEND Concrete Monument in Case Set rebar w/cap #23604 Found pipe or rebar Hydrant DETAIL: EASEMENTS SCALE: 1" = 20' NORTH LINE TRACT 1 AND PARCEL B, TUKWILA LOT LINE ADJUSTMENT 20150701900010 LOT 3 N89'56'06"W LOT 2 ZUt c 3 c Z o 0 g = 0co- iD N U1 O O o N W i 3 N 2 ort 0 O cn m (co o. 0 LOT 1 S26'22'31 "W- 11.15' 30.00 N 0 0z Cr, z zm 0 0(n COO N CO Z n cm w� m� oR„ c O— + O_ O m yin coin 01 m I � N26'45'16"W 11.21' 45.00' LOT 4 NORTH MARGIN 750' N89'55'5'03"W SOUTH 135TH STREET POINT OF BEGINNING OF LEGAL DESCRIPTIONS SOUTHEAST CORNER PARCEL B, TUKWILA LOT LINE ADJUSTMENT 20150701900010 RECORDER'S CERTIFICATE filed for record this day of ,20 at M in book of at page at the request of Mgr. Supt. of Records FULL PARCEL AREA BEFORE SHORT PLAT = 30,206 sf ± 30' WC existing fire hydrant 2 41.71' 30' NO1'17'21 "W I 8.11' N 0 1� r Existing carport N89'56'06"W RECORDING NO. VOL./PAGE PORTION OF SE 1/4 of NE 1/4, S 16 T.23N., R.4E., W.M. 20 NORTH GRAPHIC SCALE 0 10 20 40 00 ( IN FEET ) 1 inch = 20 tt. North line of Tract 1 N89'56'06"W —. S88'42'39"W 38.41' 5' BSBL LOT 3 (7,663 sf ±) ADDRESS: 2902 S. 135TH ST 1`J1 io m .m 1r (PARCEL B TUK LLA L15-0012) L_ 5' BSBL 5BSBL S00'03'54"W 7.20' N 89'56' 06"W 5' BSBL 155.72' LOT 2 (7,598 sf ±) ADDRESS: 2906 S. 135TH ST 5' BSBL N89'56'06"W 148.52' \ 5' BSBL (PARCEL A, TUK SP L11-035 KC #20120209900004) 82.61' 0 co 5' Utility Easement---t-1 Recording Number I 20151112001059 Iti LOT 1 (7,240 ±) ADDRESS: 2910 S. 135TH ST 20' INGRESS, EGRESS & UTILITY EASEMENT RECORDING NUMBER 20151112001058 10' BSBL S89'55'03"E 141.32' 50.00' 10 BSBL LAND 'SURVEYOR'S CERTIFICATE 1, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monu ents approved for setting at a later date, have bf —s€1) lot corners staked on the ground as depi( NAME So. 735th Street SURVEY FOR: OWNER: SAPPHIRE HOMES, INC. ADDRESS: 16843 SE 43RD ST. ISSAQUAH, WA 98027 N89'55'03"W N O O (n m 1D m W (j P N a � (2 W2 (o w3 rn(8 • " LOT 4 • (7,494 ±) ADDRESS: 2914 S. 135TH ST w 20' BSBL N89'55'03"W 50.00' co m z 4. 0 .p 0 A ✓ z 0 31 m co cn -n D N 0 0 m 0 m O Z -POINT OF BEGINNING OF LEGAL DESCRIPTIONS SOUTHEAST CORNER PARCEL B, TUKWILA LOT LINE ADJUSTMENT L15-0012 REC. NO. 20150701900010 0 N SOH ROETER®LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.0, Box 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. BY LAW DATE 1/13/16 DATE FIELD 3/15/15 JOB NO. 636/29 PROJECT NO. 15017SP CHKD. BY REVISED 2.23.16 SHEET 3 3 OF CERTIFICATE NO. The Grantor, SAPPHIRE HOMES, INC., a Washington State corporation, conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington State municipal corporation, the following described public storm drainage : improvements (PW15-0072): ;One Type I. Catch Basin and 213 linear feet of 12-inch ductile iron pipe. The value'of the transferred assets, from the Grantor/Property Owner to the City of Tukwila, is;:$8,500.00. Situated in Kirig Coun DATED this STATE OF WASINGTON) )ss. County of::King ) I certify that I know or have satisfactory evidence that , 2016. ft°f/ is the person:.who appeared before:me, and Said person acknowledged that he signed this instiunfent, on:.oath:stated that he was authorized to:execpte the instrument and acknowledged it as;the'... S'e. ' of SAPPHlR HOMES, INC., a Washington State,eorporation, to be the free and voluntary actof such party for the :uses and purposes nientioned in this instrument. LAURIE A .VVERL :'• NOTARY PUBL(G:' STATE OPaNASHINGTOt4 COMMISSION.:E)tP1RES MAY 29, 2618 : 2C�cic /UGC l't u11 e i ()Jerk y Public in and for the State of Washington residing at �c l{jLt i (',‘ ':Ii.),I :appointment expires D 5- f q 1( Cr • . . Return to: City Clerk City of Tukwila 6200:Southcenter Boulevard FTukwiia, WA 98188 II 10 I 111001111 20160204000481 SHAPPHIRE HOME MISC 77.00 PAGE-001 OF 005 02/04/2016 12:03 KING COUNTY, UA AboVe this line reserved for Recorders use CONVEYANCE OF FWBLIC IMPROVEMENTS 11 Grantor: 'SAPPHIRE HOMES, INC,, ePashington corporation Grantee/Beneficiary l :•.CITY0F::'TU:kWILA, a Washington municipal corporation Document Reference Number(s): SectioniTownship/Range::: Portion of ttiSE1/4of the NE1/4, 16-23-04 Assessors Tax Parcel Number(s) : 734660-0116 , . Property Address: 13418 MilitaryRd. South Property Legal Description PARCEL 11OF CITY OF TUKWILA LOT LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING11.4i4BER.26151:i70190015010, RECORDS OF KING COUNTY. WASHINGTON. • Full legal description -of Parcel B of City of Tukwila Lot Line Adju'sprien(L15:0012, is legaily described in Exhibit:::!A% which is attached and incorporated by reference. Within Public right ef way Pubkinifit-ovemetits dpicted iti Exhibit 13', which is attached and incorporated by „.. reference. • • • DATED this I day of GRANTEE: is OF TUKWILA :Attest/Authenticated: STATE:OF WASH. INGTON County of King On thisS' 151 ;'` day; of .:. I % 2016, before me, the undersigned, a Notary Public in:•and.'for.the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg,,, known' to: me to be`•the Mayor of CITY OF TUKWILA, the municipal corporation that executed the .,:foregoing instrument, and acknowledged it to be the free and' voluntary; act of•said municpat corporation, for the uses and purposes mentioned in tkis,:instrument and'on.oath stated. that he was authorized to execute said instrument. , 2016. Approved As To Form by City Attorney w's�ia ►Jc ti3o4:•a WITNESS my_ hand and official seal hereto:affixed the day and year above;writtet . Cis; -o WI, pt9pt names,/ Notary Public in and, for the State of Washington, residing at My appointment expires I.6 EXHIBIT 'A' LEGAL DESCRIPTION OF SUBJECT PROPERTY !PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON, MORE ..'''PARTICULARLY DESCRIBED AS FOLLOWS: TRACT. 1, ,BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 ,.OF,:..,PLATS, PAGE 100, IN KING COUNTY, WASHINGTON: TOGETHER WITH THAT PORTION: OF VACATED MILITARY ROAD SOUTH ADJOINING EXCEPT THE. EAST: 9.110 FEET THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED' .PARCEL• THAT POP11QN OF TRACT 1; BLOCK 41 RIVERTON ACRE TRACTS, ACCORDING TO 1tiE;:PLAT VIIEREOF.RECORb D IN VOLUME:..11 OF PLATS, PAGE 100, IN KING COUNTY, 'WASHINGTON, BEANIN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION :T6, 1.pWNSHlP.23:•,.NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS:' BEGINNING AT MONUMENT MAR/ IN C THE' SOUTHEAST CORNIER OF SAID SUBDIVISION; THENCE NORTH'01'32'34".:'EAST 320.29 FEET., ALONG THE:.EAST LINE OF SAID SUBDIVISION TO 'THE CENTERLINE: OF SOUTH 135TH STREET ;PER SAID PLAT; THENCE NORTH 89'55'0" WEST, ALONG SAID CENTERUNXE.b15.08 FEET; THENCE NORTH 0015.27" WESt20.00 FEETr'TO THEINTERSECTION' OF THE WEST LINE OF THE EAST 95.00 FEET •OF.,.SAID TRACT 1 AND: THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE CONTINUING 'NORTH 001:5'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID TRACT 1; T#-1ENCE NORTH 89'36'06" W1 ST, ALONG SAS. NORTH LINE, 132.61 FEET TO THE T.L UE POINT OF BEGINNING; THENCE SOUTH 00°03'S4''•WEST 7.2 FEET; THENCE SGUTH 88°42':39" WEST 38?41'•FEET; THENCE NORTH 01°;17'21" WEST 8.11 FEET TO THE,NORTH LINE.OF SAIA:TRACT i; THENCE .SOUTH 89°56'06" EAST, ALONG SAID NORTH IrINE;'38:59 FEET TO TEE fRpt POINTOF BGINNING. • I , • • , •(7,495 SCR FT). 1.0' TP0D4ENED • „.. • • , ;STA-W(465.63, 28.75LT 'CATCH BASINi.#1-Ty 1 1,RIM=382.80' I ;5;:'I (E)=360.30' .tE (W)=360.40' 6" ADS N12 STDRM DRAIN STUB 50 ad NTS STA 502+11.75 (26' LT) CATCH BASIN #2-TYPE 1 . RIM=35t50' , ,„. IE (S)=3 7.30 IE 4VEL OW R 20' ,7•7 4 502+00 I I 53 w 4 3 LF 12" DIP (g 1 • •P 135„, STREET •" - •-' ,., ' 503+00 , -1--- i • , .„ . •„,..„.. . ' ,,,,,,,,„„. • ,, , • -- sl •L•-•,-,- ,,E, --- 5.,,....17 ,5 - SS --- , ..,,. . .STA502+11.75'(192P5'RT) ATCH.,BASIN #3-TYPE 1 1E04)=357.05' •" •, 170 IF 12" DIP @ 5.8% P — P w 4tr_f, / D 55 -- 55 -T SS - STA 503+83.39 (17.5' RT) CATCH BASIN -TYPE 1 RIM = 349.90' IE (N) =347.30' IE (W)=347.10' IE (E)=346.90' invf 1 2(,I) m 0 z _no -a xm a — r- CO 5 0?: 0 m 111 z co Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor: SAPPHIRE HOMES, INC., a Washington corporation Grantee/Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Section/Township/Range: Portion of the SE1/4 of the NE1/4, 16-23-04 Assessor's Tax Parcel Number(s): 734660-0116 Property Address: 13418 Military Rd. South Property Legal Description: PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 201507019000010, RECORDS OF KING COUNTY, WASHINGTON. Full legal description of Parcel B of City of Tukwila Lot Line Adjustment L15-0012, is legally described in Exhibit 'A', which is attached and incorporated by reference. Within Public right-of-way. Public improvements depicted in Exhibit `B', which is attached and incorporated by reference. Page 1 of 5 The Grantor, SAPPHIRE HOMES, INC., a Washington State corporation, conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington State municipal corporation, the following described public storm drainage improvements (PW 15-0072): One Type I Catch Basin and 213 linear feet of 12-inch ductile iron pipe. The value of the transferred assets, from the Grantor/Property Owner to the City of Tukwila, is $8,500.00. Situated in King County, State of Washington. DATED this 25i% day of �tiw?� , 2916. GRANTOR: Jl� Il B: �' C y (signatu ) &l e STATE OF WASINGTON) (print rfame) )ss. County of King I certify that I know or have satisfactory evidence that To AtO 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 of SAPPHIRE HOMES, INC., a Washington Stateorporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated BARBARA J. TANGEMAN NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES OCTOBER 13, 2019 Notary Pub1Yc in and f6 the State of Washington residing at,laenmai 1 4, My appointment expires Page 2 of 5 /D•r3.2a/% DATED this day of , 2016. GRANTEE: CITY OF TUKWILA Mayor Attest/Authenticated: City Clerk Approved As To Form by STATE OF WASHINGTON ) ss. County of King City Attorney On this day of , 2016, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Allan Ekberg, known to me to be the Mayor 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 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 My appointment expires Page 3 of 5 EXHIBIT 'A' LEGAL DESCRIPTION OF SUBJECT PROPERTY PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING EXCEPT THE EAST 95.00 FEET THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED PARCEL THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01'32`34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89'55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 0015'27" WEST 20.00 FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE CONTINUING NORTH 0015'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID TRACT 1; THENCE NORTH 89°56'06" WEST, ALONG SAID NORTH LINE, 132.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°03'54" WEST 7.2 FEET; THENCE SOUTH 88°42'39" WEST 38.41 FEET; THENCE NORTH 01 ° 17'21" WEST 8.11 FEET TO THE NORTH LINE OF SAID TRACT 1; THENCE SOUTH 89°56'06" EAST, ALONG SAID NORTH LINE, 38.59 FEET TO THE TRUE POINT OF BEGINNING. Page 4 of 5 LOT 4 ,n \ (7,495 SQ. FT) 1.0' THICKENED EDGE /STA 501+65.628.75' LT CATCH BASIN•#1-TYFE 1 RIM=362.80' I IE (E)=360.30' IE (W)=360.40' 6" ADS N12 STORM DRAIN STUB I � 0 50.00' NTS /—STA 502+11.75 (26' LT) / CATCH BASIN #2-TYPE 1 RIM=359.50' IE (S)=357.30' IE (W)=367.10' s VJ 4VEL DW R = 20' CAD ;)-1 502+00 I Ij I W /* W W z I-'W 1 `1) / IL V P / crivV ai P W S. 135TH STREET 503+00 55 _ ; 5s' SS _— S_ t 55 W N -N W 43LF12"DIP@0.58% SD STA 502+11.75 (19.20' RT) CATCH BASIN #3-TYPE 1 RIM=359.60' IE (N)=357.05' IE (E)=356.90' SS F5 170 LF 12" DIP @ 5.8% SD �— 4 G P zb— W 55—I _,5—_ 5555 .111 STA 503+83.39 (17.5' RT) CATCH BASIN -TYPE 1 RIM = 349.90' IE (N) =347.30' IE (W)=347.10' IE (E)=346.90' 54 inv(12'(N) mv=(12"(E City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director MEMORANDUM To: Bob Giberson via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Valerie Lonneman RE: Sapphire Short Plat Date: January 13, 2016 File: L15-0013 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 Approved by Bob Giberson Approved by Richard Takechi (initials) (initials) (initials) Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director MEMORANDUM To: Bob Giberson via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Valerie Lonneman RE: Sapphire Short Plat Date: January 13, 2016 File: L15-0013 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 KS7 (initials) Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov • City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director MEMORANDUM To: Bob Giberson via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Valerie Lonneman RE: Sapphire Short Plat Date: January 13, 2016 File: L15-0013 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 rW. C-rc (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi (initials) Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov l After recording please return to: SAPPHIRE HOMES, INC. 16843 SE 43RD STREET ISSAQUAH, WA 98027 1111111111111111 20151112001058 SAPPHIRE HOMES EAS 149.00 PAGE-001 OF 004 11/12/2015 12:48 KING COUNTY, WA Y i PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L15-0013 GRANTOR: SAPPHIRE HOMES, INC. — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L15-0013) GRANTEE: SAPPHIRE HOMES, INC. — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L15-0013) Grantor Legal Description /1 0 — O PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING; EXCEPT THE EAST 95.00 FEET THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01°32'34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89°55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 00°15'27" WEST 20.00 FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH .135TH STREET; THENCE CONTINUING NORTH 00°15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE NORTH 89°56'06" WEST, ALONG SAID NORTH LINE, 132.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH Page 1 of 4 EXCISE TAxNOT READ Aaj, ,C�Records Deputy 00°03'54" WEST 7.20 FEET; THENCE NORTH 88°42'39" WEST 38.41 FEET; THENCE NORTH 01°17'21" WEST 8.11 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE SOUTH 89°56'06" EAST, ALONG SAID NORTH LINE, 38.59 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). Grantor - Assessors Tax Parcel No. 734660-0116 Grantee Legal Description PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING; EXCEPT THE EAST 95.00 FEET THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01°32'34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89°55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 00°15'27" WEST 20.00 FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE CONTINUING NORTH 00°15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE NORTH 89°56'06" WEST, ALONG SAID NORTH LINE, 132.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°03'54" WEST 7.20 FEET; THENCE NORTH 88°42'39" WEST 38.41 FEET; THENCE NORTH 01 ° 17'21" WEST 8.11 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE SOUTH 89°56'06" EAST, ALONG SAID NORTH LINE, 38.59 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). Grantee - Assessors Tax Parcel No. 734660-0116 Page 2 of 4 l \ 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: 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 Ingress/Egress and Utilities Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: INGRESS/EGRESS AND UTILITIES EASEMENT OVER A PORTION OF LOTS 1, 2 & 4 OF CITY OF TUKWILA SHORT PLAT L15-0013 LEGAL DESCRIPTION OF INGRESS/EGRESS AND UTILITIES EASEMENT AREA: THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15- 0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89°55'03" WEST 45.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 26°45'16" WEST 11.21 FEET; THENCE NORTH 00°15'27" WEST 89.93 FEET; THENCE NORTH 89°56'06" WEST 20.00 FEET; THENCE SOUTH 00°15'27" EAST 89.93 FEET; THENCE SOUTH 26°22'31" WEST 11.15 FEET TO THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE SOUTH 89°55'03" EAST, ALONG SAID NORTH MARGIN, 30.00 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress/Egress and Utilities Easement. 3. Grantee shall install any improvements in said Ingress/Egress and Utilities 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 Ingress/Egress and Utilities Easement. Page 3 of 4 / 1 4. Grantee 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 Ingress/Egress and Utilities 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. IN WITNE S WHEREOF, said individual have caused this instrument to be executed this 9-1 h day of ('r`" , 2015. 1. Autt rized Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that .1-0--O`1 is the person who appeared before me, and said person acknowledged that he/she signed this instrument on oath stated that he/she was authorized to execute the instrument and acknowledge as the S�H of SAPPHIRE HOMES, INC., to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated 10 Z1 As tA\ W,teriN Notary Public in and for the State of Washington residing at 1-et vu.e My appointment expires 19 Page 4 of 4 ♦ / After recording please return to: SAPPHIRE HOMES, INC. 16843 SE 4312'' STREET ISSAQUAH, WA 98027 111111111111111111111111 20151112001059 SAPPHIRE,HOMES EAS 149.00 PAGE-001 OF 004 11/12/2015 12:48 KING COUNTY, WA UTILITY EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L15-0013 GRANTOR: SAPPHIRE HOMES, INC. — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L15-0013) GRANTEE: SAPPHIRE HOMES, INC. — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L15-0013) Grantor Legal Description 7,440 - PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING; EXCEPT THE EAST 95.00 FEET THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED 1N VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01°32'34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89°55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 00°15'27" WEST 20.00 FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE CONTINUING NORTH 00°15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE NORTH 89°56'06" WEST, ALONG SAID NORTH LINE, 132.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH Page 1 of 4 EXCISE TAX NOT REQUIZED IV Co Records By Deputy w � \ l \ 00°03'54" WEST 7.20 FEET; THENCE NORTH 88°42'39" WEST 38.41 FEET; THENCE NORTH 01 ° 17'21" WEST 8.11 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE SOUTH 89°56'06" EAST, ALONG SAID NORTH LINE, 38.59 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER Ll 1-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). Grantee Legal Description PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15-0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING; EXCEPT THE EAST 95.00 FEET THEREOF; AND EXCEPT THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01°32'34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89°55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 00°15'27" WEST 20.00 FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE CONTINUING NORTH 00° 15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE NORTH 89°56'06" WEST, ALONG SAID NORTH LINE, 132.61 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°03'54" WEST 7.20 FEET; THENCE NORTH 88°42'39" WEST 38.41 FEET; THENCE NORTH 01 ° 17'21" WEST 8.11 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE SOUTH 89°56'06" EAST, ALONG SAID NORTH LINE, 38.59 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). Grantee - Assessors Tax Parcel No. 734660-0116 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. Page 2 of 4 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: 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 Pedestrian Walkway Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: UTILITY EASEMENT OVER A PORTION OF LOTS 1 & 2 OF CITY OF TUKWILA SHORT PLAT L15-0013 LEGAL DESCRIPTION OF PEDESTRIAN WALKWAY EASEMENT AREA: THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT L15- 0012, RECORDED UNDER KING COUNTY RECORDING NUMBER 20150701900010, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89°55'03" WEST 75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00°15'27" WEST 99.93 FEET; THENCE SOUTH 89°56'06" EAST 5.00 FEET; THENCE SOUTH 00°15'27" EAST 89.93 FEET; THENCE SOUTH 26°22'31" WEST 11.15 FEET TO THE NORTH LINE OF SAID SOUTH 135TH STREET AND THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Utility Easement. 3. Grantee shall install any improvements in said Utility 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 Utility Easement. 4. Grantee 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 Utility Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. Page 3 of 4 s 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. IN WITNE S WHEREOF, said individual have caused this instrument to be executed this day of 0 �27-a , 20 (5 . --7--4.14 ized Signature) STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that zx,,k,„,11 is the person who appeared before me, and said person acknowledged that he/she signed this instrument on oath stated that he/she was authorized to execute the instrument and acknowledge as the r of SAPPHIRE HOMES, INC., to be the free and vo ntary act of such party for the uses and purposes mentioned in the instrument. Dated 10 1\\PAiiiN Notary Public in and for the State of Washington residing at 4 My appointment expires ci ' 2 5 Page 4 of 4 SUBDIVISION Issued By: CHICAGO TITLE INSURANCE COMPANY Guarantee/Certificate Number: 0035124-ETU SECOND CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company GUARANTEES Callidus Development 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 loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount 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 10500 NE 8th St., Suite 600 Bellevue, WA 98004 Countersigned By: 6Z/Ze.-/-7, Authorized Officer or Agent Chicago Title Insurance Company By: President Attest: Secretary Subdivision Guarantee/Certificate Printed: 01.25.16 @ 01:02 PM Page 1 WA-CT-FNSE-02150.622475-SPS-1-16-0035124-ETU CHICAGO TITLE INSURANCE COMPANY GUARANTEE/CERTIFICATE NO. 0035124-ETU SECOND ISSUING OFFICE: Title Officer: Eastside Title Unit Chicago Title Company of Washington 10500 NE 8th St., Suite 600 Bellevue, WA 98004 Main Phone: (425)646-9883 Email: CTIBellevueETU@ctt.com SCHEDULE A Liability Premium Tax $1,000.00 $350.00 $33.25 Effective Date: January 20, 2016 at 12:00 AM 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: Sapphire Homes, Inc., a Washington corporation 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: 01.25.16 @ 01:02 PM Page 2 WA-CT-FNSE-02150.622475-SPS-1-16-0035124-ETU EXHIBIT "A" Legal Description Parcel B in city of Tukwila "Minn's Trust" lot line adjustment No. L15-0012, according to the survey under recording number 20150701900010 in King county, Washington. (being a portion of Parcel A in city of Tukwila short plat number L11-035 under recording number 20120209900004) Subdivision Guarantee/Certificate Printed: 01.25.16 @ 01:02 PM Page 3 WA-CT-FNSE-02150.622475-SPS-1-16-0035124-ETU GUARANTEE/CERTIFICATE NO. 0035124-ETU CHICAGO TITLE INSURANCE COMPANY SECOND SCHEDULE B H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. Subdivision Guarantee/Certificate Printed: 01.25.16 @ 01:02 PM Page 4 WA-CT-FNSE-02150.622475-SPS-1-16-0035124-ETU GUARANTEE/CERTIFICATE NO. 0035124-ETU CHICAGO TITLE INSURANCE COMPANY SECOND SCHEDULE B (continued) SPECIAL EXCEPTIONS 1. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Purpose: Recording Date: Recording No.: Affects: Sewer line and sewer line facilities March 19, 1964 5813736 The west 3 feet of the east 60 feet of said premises 2. Easement and agreement for the purpose(s) shown below and rights incidental thereto, as granted in a document: Purpose: Recording Date: Recording No.: Affects: Utilities and vehicular and pedestrian ingress, egress and access February 6, 2007 20070206001109 20 feet adjoining the east line of said premises 3. The effect, if any, of underground agreement, waiver to undergrounding ordinance, obligation for future undergrounding, including the terms and provisions thereof Recorded: April 21, 2009 Recording No.: 20090421000236 4. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on City of Tukwila Short Plat Number L11-035 recorded under recording number 20120209900004. 5. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2015 Tax Account No.: 734660-0116-06 Levy Code: 2413 Assessed Value -Land: $124,000.00 Assessed Value -Improvements: $41,000.00 General and Special Taxes: Billed: Paid: Unpaid: $2,199.98 $2,199.98 $0.00 Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be levied for the fiscal year 2016. 6. Please be advised that our search did not disclose any open mortgages of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. Subdivision Guarantee/Certificate Printed: 01.25.16 @ 01:02 PM Page 5 WA-CT-FNSE-02150.622475-SPS-1-16-0035124-ETU GUARANTEE/CERTIFICATE NO. 0035124-ETU CHICAGO TITLE INSURANCE COMPANY SECOND SCHEDULE B (continued) 7. Terms, powers, conditions, and limitations of the trust under which title is held. The Company will require a copy of the trust agreement and any amendments thereto for review. If the property which is the subject of this transaction constitutes more than 25 percent of the net fair market value of the trust principal, proof must be furnished to the Company that the trustee has complied with the 20 day notice to the beneficiaries of the nature and terms of the intended transaction as provided in RCW 11.100.140. The Company reserves the right to add additional items/exceptions or make further requirements after review of the requested documentation. 8. Matters disclosed by survey recorded under recording number 20050826900007, as follows: Location of fence with the northerly property line. 9. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes, statements, and other matters, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on July 1, 2015 : Recording No: 20150701900010 10. A deed of trust to secure an indebtedness in the amount shown below, Amount: Dated: Trustor/Grantor: Trustee: Beneficiary: Recording Date: Recording No.: $1,100,000.00 August 12, 2015 Sapphire Homes, Inc. Old Republic Title and Escrow Sound Community Bank August 12, 2015 20150812001072 11. Easement(s) for the 1purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No.: Puget Sound Energy, Inc. a nonexclusive easement October 29, 2015 20151029001397 12. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No.: Sapphire Homes, Inc. Private Ingress/Egress and Utilities Easement and Maintenance Agreement November 12, 2015 20151112001058 Subdivision Guarantee/Certificate Printed: 01.25.16 @ 01:02 PM Page 6 WA-CT-F NSE-02150.622475-SPS-1-16-0035124-ETU � 1 GUARANTEE/CERTIFICATE NO. 0035124-ETU CHICAGO TITLE INSURANCE COMPANY SECOND SCHEDULE B (continued) 13. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No.: Sapphire Homes, Inc. Utility Easement and Maintenance Agreement November 12, 2015 20151112001059 14. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: Purpose: Recording Date: Recording No.: Sapphire Homes, Inc. Underground Electric Easement January 15, 2016 20160115001073 END OF EXCEPTIONS NOTES The following matters will not be listed as Special Exceptions in Schedule B of the policy. There will be no coverage for Toss 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: FOR INFORMATIONAL PURPOSES ONLY: Note B: 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: Parcel A, recorded under recording number 20120209900004 Tax/Map ID(s): Tax Account No.: 734660-0116-06 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. END OF NOTES END OF SCHEDULE B Subdivision Guarantee/Certificate Printed: 01.25.16 @ 01:02 PM Page 7 WA-CT-FNSE-02150.622475-SPS-1-16-0035124-ETU LOTI „ s, - C - -_o , • '-'•• • I, .•••• S191,00 OTE6 SEE b 2,9 42.9/6EE N.0 SEE NOTET6 SEE NO 12-,3 irt.0' 3' SEWER EASEMENT KC REC.85813736 20 INGRESS,,EGREJ UTILITY EASEMENT 0 ill (7,495 SQ. FT) .0' T kEC'N'ED INS 0251 ON•'SEE NOTE I 1, S. 135TFI STREET , 3 45 LF 121 DIP @ 1.0% SAWCUT & PATCHING PER DETAIL ON SHEET UTI / 3E ete t44. STA 10+28,8, RT INSTALL4C-TYPE 1 WITH VANED GRATE AND 01 TER SEPARATOR. SEE DETAILS 2. 3 6pSHEETI3T1 LL MAST RM WITH LUMINAIR? X. POWER OLE 1 • - - - - - - - CAUT)ON,'CROSING 2- Mk GAS LINYE STA 501+65.68, I 8.17 RT INSTALL CB #2.TYPE 1 WITH VANED GRATE SEE DETAILS 3 6 4 ON SHEET DTI SEE NOTE 4. - acr THICKENED EDGE 132 LE 12 DIP @ 5.9% 20.0, RIGHT OF WAY S. 135TH STREET 0 VARIES FLOW LINE -HRTICAL SAWCUT EXISTING PAVEMENT CROWN LASS A ASPHALT CONCRETE 41 COMPACTED DEPTH CRUSHED SURFACING TOP COURSE S. 135TH STREET SECTION SCALE NONE 81 LF I2- DIP © 5.1% ° STA 503+00, 17 RT INSTALL CB 63-TYPE 1 WITH VANED GRATE SEE DETAILS 3 4 ON SHEET OTI SEE NOTE 4. 390, 380: 370. 360' ' - . : -45 LP 121 DIP @ 1.07: .... ,. - -,------- ------.1-,,---_,-._.---,__ EX, 2MPE GAS UNE (DEPTH TO DE VARIFIED) . . ....... ____. " . . . ----..--,------_ . • , 7 , . . . 340. Ex..GRoy,„,@ i EX. 61 SEWER MAIN_I . ROW CENTERLINE - \ \ EX. GROUND @ RIGHT OP WAY CENTERLINE 330 320 501.00 501+20 501+40 501+60 501+80 502+00 502+20 502+40 502+60 502+80 503+00 503+20 503+40 503+60 503+80 504+00 81 LP 12- DIP I@ 6.1% • : EX: lz DIP 390 380 :330 A01,20•0. GRAPHIC SCA. PERECAl GRAPHIC SCA. 20 10 0 ID 20 10 5 0 5 10 1 inch 20 It. 1 Ach ID ft CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXISTING GROUND 7:7Z.°7-7 CONSTRUCTION NOTES, 0 PROTECT EXISTING MAILBOX. 0 PROTECT EXISTING COMMUNICATION POLE. SAWCUT AND CONSTRUCT PAVEMENT SECTION PER DETAIL THIS SHEET. 0 INSTALL MAILBOX PER DETAIL ON SHEET DT1. 0 CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER SECTION THIS SHEET AND PROFILE ON SHEET DTI. 0 INSTALL -610 PARKING FIRE LANE- SIGN PER TUKWILA EIRE DEPARTMENT STANDARDS. 0 INSTALL 10 LE 6- ADS N12 STORM DRAIN STUB 0 1.130%. 03 INSTALL 108 LF 61 ADS N12 STORM DRAIN TIGHTLINE @ 1.00%. ® INSTALL 7 LF 6" ADS N12 STORM DRAIN STUB a 1 00% ® INSTALL 5 LF 6- ADS N12 STORM DRAIN STUB @ 1.00%. GENERAL NOTES 5, CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET DTI FOR PRIVATE ROAD PROFILE AND DRAINAGE DETAIL. 3. SEE SHEET UT1 FOR UTILITY PLAN. 4, STAMP ASPHALT -NO DUMPING DRAINS TO STREAM-. 5. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE, SEE DETAIL 1 ON SHEET DTI. 6. INSTALL SAND/COMPOST MIXTURE (12-D X 5W X 1514 7. INSTALL SAND/COMPOST MIXTURE 61236X 5W X 2014 8. INSTALL SAND/COMPOST MIXTURE (12-D X 5W X 254 8. PVT ACCESS ROAD 1 O. 2- CLASS B ASPHALT CONCRETE 5- COMPACTED DEPTH CRUSHED SURFACING SASE COURSE EXISTING GROUND FLOW LINE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD SECTION SCALE NONE REFERENCE SHEET NO. PG1 SHEET 3 OF 5 SHEETS 1.n 5 g 51 j014 .1 2 2,p5 PISSJ 1 WORKS Z., /5- -0 01 N3 N City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION May 15, 2014 Han Phan, PE 5130 S. 166t Lane SeaTac, WA 98188 RE: Sapphire Short Plat L15-0013 13418 Military Road South, Tukwila, WA 98168 Dear Mr. Phan: The Short Subdivision Committee has completed review of your short plat application (No. L15- 0013), 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 Prior to Final Short Plat, the following comments need to be addressed: Revise the short plat survey sheets 1 thru 3 (see attached) per red lined comments and address the following items: 1. Include a note stating: "A foundation drainage disbursement design or recommendations shall be provided by the geotechnical engineer with each building plan application." 2. Reference and label the 10 foot no -build easement recorded with the boundary line adjustment L15-0012. This no -build easement shall be shown on all plans and include provisions for maintenance of the garage located at 13404 Military Road S. The easement must include restrictions on any structure, including fencing, sheds, etc. in order to allow for adequate life -safety measures for access into the garage from the south end of the structure. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 3. Provide Private Ingress, Egress & Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 4. Provide Private Utility Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 5. Confirm which street the front door of each residence will face for proper addressing. Fire Department will assign addresses after information about orientation of the homes is provided. The addresses shall then be labeled on the survey map. 6. Provide travel distance from the closest fire hydrant by path of vehicular travel to lot #3 structure outline. An additional fire hydrant may be required by the City's Fire Department if the minimum distance required by Fire Code is not met. For short plat development (four single-family homes or less) and individual single-family homes, fire hydrants shall be placed so that a hydrant is no more than 250 feet by line of vehicular travel to the nearest point of the building. For developments greater than four single- family homes, the hydrant shall be no more than 150 feet by line of vehicular travel to the nearest point of the building. 7. Ensure water supply lines are sized to accommodate the required residential fire sprinkler systems water flow demand. 8. Fire Sprinkler System: An approved automatic fire sprinkler system shall be installed in new one -family and two-family dwellings and townhouses. 9. Fire ladder access: The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 10. The front door of lots 1 and 4 are required to face S. 135th St. per TMC 18.50.050. The setback for lot 1 may be 20 feet from Military Road and 10 feet from S. 135th St. All lots should take access from the Private Access Road. If any lots are proposed to take access Page 2 of 5 .r from another street the applicant shall provide a driveway access study from a Washington State Licensed Engineer. 11. The existing garage and shed must be removed prior to final short plat approval as they are considered accessory uses. A demolition permit is required prior to demolition. 12. Tree retention: every reasonable effort shall be made to preserve existing trees and vegetation, and integrate them into the subdivision's design (TMC 17..20.030.A.2). 13. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L15- 0013. (See attached.) 14. Verify with Valley View Sewer District if separate sanitary sewer easement is needed for new sanitary side sewer constructed within Private Access Road. 15. Provide a draft copy of the 20' Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The 20' Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. 16. Provide a draft copy of the 5' Utilities Easement within new Lots 1 & 2 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The 5' Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. 17. The applicant shall apply for a Public Works (PW) type 'C' permit for approval. Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 18. Provide a street light near the Private Access Road & S. 135th Street intersection. Show and label on a Civil plan sheet. 19. Pavement mitigation fee applies for open cuts within S. 135th Street. See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — attached. 20. All utilities including power are required to be underground, per City of Tukwila ordinance. Informational Items: 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — attached. Page 3 of 5 2. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. 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. 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. 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. Page 4 of 5 1 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 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, Valerie Lonneman at Valerie.Lonneman@TukwilaWA.gov or 206-433-7140. Sincerely, Jac ace Chair, Short Subdivision Committee cc: Bob Giberson, Public Works Director (please initial your approval) Chris Flores, Fire Chief -(F (please initial your approval) Winnie Leung, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division Page 5 of 5 r �/ C,it# of J u i&L Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Valerie Lonneman, HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 15 day of May, 2015 Project Name: Sapphire Short Plat Project Number: L15-0013 Associated File Number (s): PL-15-001. Mailing requested by: Valerie Lonneman --- - Mailer's signature: �� W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC Han Phan, PE pbg.engr@yahoo.com W:\USERS\VALERIE\AFFIDAVIT OF DISTRIBUTION.DOC a City of Tukwila Jim Haggerton, Mavor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION March 26, 2015 Hah Phan 5130 S 166th Lane SeaTac, WA 98188 PBG.ENGR@Yahoo.com Subject: Sapphire Short Plat, 13418 Military Road South L15-0013 Dear Hah Phan: Your application for a 4 lot short plat is considered complete on March 26, 2015 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 433-7140. Sincerely, Valerie Lonneman Assistant Planner W:\Users\Valerie\Letter of Completeness Page 1 of 1 3/26/2015 10:29 AM 0400 City of Tukwila . Department of Community DevelopmentMA File Number L15-0013 LAND USE PERMIT ROUTING FORM TO: giBuilding LI Planning Public Works Parks/Rec ❑I Fire Dept. Police Dept. Project: SAPHIRE SHORT PLAT Address: 13418 MILITARY ROAD SOUTH '.. Date transmitted: 3/25/2015 Response requested by: 4/8/2015 Staff coordinator: VALERIE LONNEMAN 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) 76..46/ Plan check date: Comments 'pt Update date: ;; prepared by: 0400 City of Tukwila Department of Community DevelopmentMAR 2 6 2015 TUKVvit_r, PUBLIC WORKS RECEIVr. File Number L15-0013 LAND USE PERMIT ROUTING FORM TO: ❑ Building Planning Public works Fire Dept. Parks/Rec Police Dept. Project: SAPHIRE SHORT PLAT Address: 13418 MILITARY ROAD SOUTH Date transmitted: 3/25/2015 Response requested by: 4/8/2015 Staff coordinator: VALERIE LONNEMAN 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.) �.S 64. -eAit D 'Pus C t G illsgk s 4041,rohters. 4/9 Plan check date: Comments Update date: prepared by: A MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Valerie Lonneman, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer david.mcpherson@tukwilawa.gov DATE: April 9, 2015 SUBJECT: Sapphire — 4 Lot Short Plat at 13404 & 13418 Military Rd. South TL nos. 734660-0125 / 734660-0116 Short Plat, and Miscellaneous Comments Short Plat — L15-0013 Public Works has the following Short Plat comments. 1. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L15-0013. (See enclosed.) 2. This Short Plat is near a school and may be required to construct a pedestrian path within S. 135th Street. 3. Verify with Valley View Sewer District if separate sanitary sewer easement is needed for new sanitary side sewer constructed within Private Access Road. 4. Provide a draft copy of the 20' Private Ingress/Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The 20' Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. 5. Provide a draft copy of the 5' Utilities Easement within new Lots 1 & 2 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The 5' Utilities Easement should include language stating who will maintain the utilities lines, and by what portion. Short Plat Survey Map 1. Revise Short Plat Map sheets 1 thru 3 of 3, per red -lined comments — see enclosed. Page 1 of 2 2. Provide Private Ingress, Egress & Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 3. Provide Private Utility Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. Short Plat Site Development Plan 1. The applicant shall apply for a Public Works (PW) type 'C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 2. Provide a street light near the Private Access Road & S. 135th Street intersection. Show and label on a Civil plan sheet. 3. Pavement mitigation fee applies for open cuts within S. 135th Street. See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. Miscellaneous Comments 1. All utilities including power are required to be underground, per City of Tukwila ordinance. 2. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 3. An infrastructure design and construction standard manual, is available at the Public Works Department and on the City Web Site. Page 2 of 2 / \ tyq CITY OF TUKT6LA \sy Public Works Department �Z Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov s Permit No. Project No. Date Application Accepted: Date Application Expires: (For office 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 Site Address: King Co. Assessor's Tax No.: Suite Number: Tenant Name: PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON — person receiving all project communication Name: Address: City: State: Zip: Phone: Fax: Email: Scope of Work (please provide detailed information): Type of Existing Use: Size of Existing Use: Is existing building vacant? Type of work: ❑ New ❑ Addition Type of Proposed Use: ❑ Change of use For how long? ❑ Remodel ❑ Tenant Improvement Size of Proposed Use: 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 of the notice. Once the associated development permit 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. I HEREBY CERTIFY THAT I 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 AUTHORIZED AGENT: Signature: Date: Print Name: Day Telephone: Mailing Address: City W:\PW Eng\OTHER \Laurie Werle\Forms\Traffic Concurrency Application 2-9-I2.docx Page 1 of 2 bh State Zip City of Tukwila Development Application Fees for Concurrency Analysis Fees for Residential Use Fees for Non -Residential Use Unit All Types of Residential' Gross Floor Area Industrial 2 Office 3 Retail 4 Eatery 5 Institutional & Port 6 All Other Uses Between 1 and 3 $300 Less than 5,000 $1,000 $1,800 $2,700 $5,400 $500 $1,500 Between 4 and 5 $600 Between 5,001 and 10,000 $1,500 $2,700 $4,050 $8,100 $1,000 $2,000 Between 6 and 10 $1,200 Between 10,001 and 20,000 $2,000 $3,600 $5,400 $10,800 $1,500 $2,500 Between 11 and 15 $2.000 Between 20,001 and 30,000 $3,000 $5,400 $8,100 $10,800 $2,000 $2,500 Between 16 and 20 $3,500 Between 30,001 and 40,000 $4,000 $7,200 $10,800 $10,800 $2,500 $2,500 Between 21 and 25 $5,000 Between 40,001 and 50,000 $5,000 $9,000 $13,500 $10,800 $3,000 $2,500 Between 26 and 30 $6,500 Between 50,001 and 70,000 $6,000 $10,800 $16,200 $10,800 $4,000 $2,500 Between 31 and 40 $8,000 Between 70,001 and 90,000 $7,000 $12,600 $18,900 $10,800 $5,000 $2,500 Between 41 and 60 $10,000 Between 90,001 and 150,000 $8,000 $14,400 $21,600 $10,800 $6,000 $2,500 Greater than 60 $12,000 Between 150,001 and 200,000 $9,000 $16,200 $24,300 $10,800 $7,000 $2,500 Greater than 200,000 $10,000 $18,000 $24,300 $10,800 $8,000 $2,500 1 All residential uses defined by the ITE Trip Generation Manual Land Use Codes 200-299, including single family, multi -family, mobile home parks, and shared housing 2 All industrial/agricultural uses defined by the ITE Trip Generation Manual Land Use Codes 100-199, including light and heavy industrial, manufacturing, and warehousing 3 All office, medical, and service related uses defined by the ITE Trip Generation Manual Land Use Codes 600-699, 700-799, and 900-999, including general office, medical facilities, and banks 4 All retail and recreation uses defined by the ITE Trip Generation Manual Land Use Codes 400-499, 800-830 and 837-899, including retail sales, rental sales, athletic clubs, and theaters 5 All food service uses defined by the ITE Trip Generation Manual Land Use Codes 831-836, excluding accessory (stand-alone) drive -through espresso stands (or similar) under 250sf which are assessed $300 6 All institutional and transportation uses defined by the ITE Trip Generation Manual Land Use Codes 000-099 and 500-599, including schools, places of worship, day care, terminals, and transit Concurrency Application Fee TableFees Page 2 of 2 PUBLIC WORKS BULLETIN A3 PAVEMENT MITIGATION AND TRANSPORTATION IMPACT FEES CITY OF TUKWILA Public Works Department 206-433-0179 This Bulletin summarizes pavement mitigation fees and transportation impact fees applicable to private development projects within the city. PAVEMENT MITIGATION FEE The City does not allow pavement cuts in pavement that is three years old or newer (TMC 11.04 Recently Improved Street), except by written approval from the Public Works Director. Public Works charges a pavement mitigation fee whenever pavement in the right-of-way is disturbed. The pavement mitigation fee compensates the City for reduced life span due to disturbance of roadway surfaces. The fee is based on the total square footage of impacted pavement and on the remaining life of the existing pavement. The mitigation fee, based on cut limits shown on the permit plan set, is paid when the permit is issued. To estimate the cut area, add two feet to all sides of the expected cut limits before calculating the area. This fee may be adjusted, based on the Inspector's measurement of the actual cut limits. Use the following table to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Mitigation Fee 0-1 $0.00 1-2 (10%) $1.00 2-5 (25%) $2.50 5-7 (33%) $3.30 7-10 (50%) $5.00 10-15 (75%) $7.50 15-20 (100%) $10.00 TRANSPORTATION IMPACT FEE Consistent with the Comprehensive Plan, the Six -year Transportation Plan and the Capital Improvement Plan, the transportation impact fee helps ensure that new development bears its proportionate fair share of transportation facilities necessitated by the new development. The fee applies to any construction, reconstruction, conversion, structural alteration, relocation or enlargement of any structure that requires a building permit and generates any new PM peak hour trips . The transportation impact fee is charged to each development according to an impact fee schedule based on defined zones. The fees are assessed as part of the building permit and are due and payable when the permit is issued. (TMC 9.48 and Ordinance 2111) This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 12.31.2005 1 Attachment A Traffic Impact Fee Schedule 2007 Land Uses Unit of Measure Zone 1 Zone 2 Zone 3 Zone 4 Cost per Trip All Other Uses $1,736.80 $1,357.77 $1,061.20 $819.38 Residential Single Family dwelling $1,659.35 $1,297.22 $1,013.88 $782.84 Multi Family dwelling $712.09 $556.69 $435.09 $335.95 Retirement Community dwelling $722.89 $565.13 $441.69 $341.04 Nursing Home/Convalescent Center bed $289.15 $226.05 $176.68 $136.42 Assisted Living dwelling $289.15 $226.05 $176.68 $136.42 Commercial - Services Drive-in Bank sq ft/GFA $23.14 $18.09 $14.14 $10.92 Walk-in Bank sq ft/GFA $18.67 $14.60 $11.41 $8.81 Day Care Center sq ft/GFA $9.28 $7.25 $5.67 $4.38 Library sq ft/GFA $4.24 $3.32 $2.59 $2.00 Post Office sq ft/GFA $6.46 $5.05 $3.95 $3.05 Hotel/Motel room $1,107.80 $866.04 $676.87 $522.63 Service Station VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Service Station/Minimart VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Service Station/Minimart/Car Wash VFP $3,203.13 $2,504.10 $1,957.14 $1,511.17 Carwash (Self -Serve) Stall $2,826.58 $2,209.72 $1,727.06 $1,333.51 Movie Theater screen $64.24 $50.22 $39.25 $30.31 Health Club sq ft/GFA $4.42 $3.46 $2.70 $2.09 Racquet Club sq ft/GFA $1.99 $1.56 $1.22 $0.94 Marina Berth $247.38 $193.39 $151.15 $116.71 Commercial - Insdtutional Elementary School/Jr. High School student $195.27 $152.66 $119.31 $92.13 High School student $131.43 $102.75 $80.31 $62.01 University/College student $267.56 $209.17 $163.48 $126.23 Church sq ft/GFA $1.15 $0.90 $0.70 $0.54 Hospital sq ft/GFA $2.22 $1.73 $1.35 $1.05 Commercial - Restaurant Restaurant sq ft/GFA $9.56 $7.48 $5.84 $4.51 Fast Food Restaurant w/o drive thru sq ft/GFA $12.27 $9.60 $7.50 $5.79 Fast Food Restaurant w drive/thru sq ft/GFA $16.26 $12.71 $9.94 $7.67 Industrial Light Industry/High Technology sq ft/GFA $2.06 $1.61 $1.26 $0.97 Industrial Park sq ft/GFA $2.06 $1.61 $1.26 $0.97 Warehousing/Storage sq ft/GFA $1.15 $0.90 $0.70 $0.54 Mini Warehouse sq ft/GFA $0.50 $0.39 $0.31 $0.24 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) 2 Attachment A Traffic Impact Fee Schedule 2007 Land Uses Unit of Measure Zone 1 Zone 2 Zone 3 Zone 4 Cost per Trip All Other Uses $1,736.80 $1,357.77 $1,061.20 $819.38 Commercial - Retail Shopping Center up to 9,999 sq ft sq ft/GLA $4.18 $3.27 $2.55 $1.97 10,000 sq ft-49,999 sq ft sq ft/GLA $3.51 $2.75 $2.15 $1.66 50,000 sq ft-99,999 sq ft sq ft/GLA $3.03 $2.37 $1.85 $1.43 100,000 sq ft-199,999 sq ft sq ft/GLA $2.61 $2.04 $1.59 $1.23 200,000 sq ft-299,999 sq ft sq ft/GLA $2.38 $1.86 $1.45 $1.12 300,000 sq ft-399,999 sq ft sq ft/GLA $2.82 $2.21 $1.72 $1.33 over 400,000 sq ft sq ft/GLA $3.17 $2.48 $1.94 $1.49 Miscellaneous Retail Sales sq ft/GFA $3.17 $2.48 $1.94 $1.49 Supermarket sq ft/GFA $7.73 $6.04 $4.72 $3.64 Convenience Market sq ft/GFA $14.39 $11.25 $8.79 $6.79 Nursery/Garden Center sq ft/GFA $2.62 $2.05 $1.60 $1.24 Furniture Store sq ft/GFA $0.22 $0.17 $0.13 $0.10 Car Sales - New/Used sq ft/GFA $4.56 $3.57 $2.79 $2.15 Auto Care Center sq ft/GLA $2.62 $2.05 $1.60 $1.24 Quick Lubrication Vehicle Shop Service Bay $2,899.10 $2,266.42 $1,771.37 $1,367.73 Auto Parts Sales sq ft/GFA $3.34 $2.61 $2.04 $1.58 Pharmacy (with Drive Through) sq ft/GFA $3.44 $2.69 $2.10 $1.62 Pharmacy (no Drive Through) sq ft/GFA $3.36 $2.63 $2.05 $1.58 Free Standing Discount Store sq ft/GFA $3.13 $2.44 $1.91 $1.47 Hardware/Paint Store sq ft/GFA $2.66 $2.08 $1.62 $1.25 Discount Club sq ft/GFA $3.13 $2.44 $1.91 $1.47 Video Rental sq ft/GFA $4.88 $3.82 $2.98 $2.30 Home Improvement Superstore sq ft/GFA $1.33 $1.04 $0.81 $0.63 Tire Store Service Bay $1,938.32 $1,515.31 $1,184.33 $914.45 Electronics Superstore sq ft/GFA $3.11 $2.43 $1.90 $1.46 Commercial - Office Administrative Office up to 9,999 sq ft sq ft/GFA $8.10 $6.33 $4.95 $3.82 10,000 sq ft-49,999 sq ft sq ft/GFA $8.10 $6.33 $4.95 $3.82 50,000 sq ft-99,999 sq ft sq ft/GFA $4.70 $3.67 $2.87 $2.22 100,000 sq ft-199,999 sq ft sq ft/GFA $3.56 $2.78 $2.17 $1.68 200,000 sq ft-299,999 sq ft sq ft/GFA $3.10 $2.43 $1.90 $1.46 over 300,000 sq ft sq ft/GFA $2.91 $2.27 $1.78 $1.37 Medical Office/Clinic sq ft/GFA $6.29 $4.91 $3.84 $2.97 GLA= Gross Leasible Area GFA= Gross Floor Area VFP= Vehicle Fueling Positions (Maximum number of vehicles that can be fueled simultaneously) 3 City of Tukwila Impact Fee Zones aoAar,a t 6,5, F v Sjwcim Blvd MOT TO SCALE GIS Tukwila CHICAGO TITLE COMPANY OF WASHINGTON Chicago Title Company of Washington 10500 NE 8th St., Suite 600 Bellevue, WA 98004 Title Officer: Eastside Title Unit Esc. Officer: Paula Adams Property: 13418 Military Rd S Tukwila, WA 98168 Buyer(s): Sapphire Homes, Inc., and/or assigns Seller(s): Donald F. Minns Revocable Living Trust Order No.: 0026214-ETU The above numbered report with an Effective Date of March 4, 2015 including any supplements or amendments thereto, is hereby modified and/or supplemented in order to reflect the following: The effective date is amended as follows: The Effective Date of October 9, 2014 is hereby amended to be: March 4, 2015 at 08:OOAM The following items/notes have been changed on your report: ITEMS: 6. 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: 2015 Tax Account No.: 734660-0116-06 Levy Code: 2413 Assessed Value -Land: $124,000.00 Assessed Value -Improvements: $ 41,000.00 General and Special Taxes: Billed: $2,199.98 Paid: $ 0.00 Unpaid: $2,199.98 Supplemental Printed: 03.10.15 @ 02:41PM by BA SSCORPD5190.doc / Updated: 10.30.14 Page 1 WA-CT-FNSE-02150.624641-0026214-ETU SUPPLEMENTAL (continued) For title inquiries, please contact the issuing office: Chicago Title Company of Washington 10500 NE 8th St., Suite 600 Bellevue, WA 98004 For settlement inquiries, please contact the settlement office: Chicago Title Company of Washington 10500 NE 8th St., Suite 600 Bellevue, WA 98004 Supplemental Date: March 10, 2015 Countersigned By: Authorized Officer or Agent Phone: (425)646-9883 Fax: (425)646-9879 Email: CTIBellevueETU@ctt.com Phone: (425)455-4995 Fax: (425)646-9154 Email: CTIBellevueEscrow@fnf.com Supplemental Printed: 03.10.15 @ 02:41PM by BA SSCORPD5190.doc / Updated: 10.30.14 Page 2 WA-CT-FNSE-02150.624641-0026214-ETU ALTA COMMITMENT FOR TITLE INSURANCE Issued By: CHICAGO TITLE COMPANY OF 1\ASHINGTON Commitment Number: 0026214-ETU CHICAGO TITLE INSURANCE COMPANY, a Nebraska corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six (6) months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, CHICAGO TITLE INSURANCE COMPANY has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned By: Authorized Officer or Agent Chicago Title Insurance Company By: President Attest: Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Secretary AMERICAN LAND TITLE ASSOCIATION ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 1 WA-CT-FNSE-02150.622475-SPS-1-14-0026214-ETU CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU ISSUING OFFICE: FOR SETTLEMENT INQUIRIES, CONTACT: Title Officer: Eastside Title Unit Escrow Officer: Paula Adams Chicago Title Company of Washington Chicago Title Company of Washington 10500 NE 8th St., Suite 600 10500 NE 8th St., Suite 600 Bellevue, WA 98004 Bellevue, WA 98004 Main Phone: (425)646-9883 Phone: (425)646-9882 Fax: (866)275-5010 Email: CTIBellevueETU@ctt.com Main Phone: (425)455-4995 Email: Paula.Adams@ctt.com SCHEDULE A ORDER NO. 0026214-ETU 1. Effective Date: October 9, 2014 at 08:OOAM 2. Policy or (Policies) to be issued: a. ALTA Owner's Policy 2006 Proposed Insured: Sapphire Homes, Inc., and/or assigns, a Washington corporation Policy Amount: $300,000.00 Premium: $ 769.00 Tax: $ 73.06 Rate: Standard Discount(s): Residential resale with Combination Total: $ 842.06 b. ALTA Loan Policy 2006 Proposed Insured: To Be Determined Policy Amount: To Be Determined Premium: Tax: Rate: Extended Discount(s): Simultaneous with Total: To Be Determined To Be Determined Combination To Be Determined 3. The estate or interest in the land described or referred to in this Commitment is: Fee Simple 4. Title to the estate or interest in the land is at the Effective Date vested in: Ohana Financial Services, a Washington State Nonprofit Corp., as Successor Trustee of the Revocable Living Trust Agreement of Donald F. Minns 5. The land referred to in this Commitment is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF END OF SCHEDULE A Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 2 WA-CT-FNSE-02150.622475-SPS-1-14-0026214-ETU AMERICAN LAND TITLE ASSOCIATION EXHIBIT "A" Legal Description Parcel A, City of Tukwila Short Plat Number L11-035, recorded under recording number 20120209900004, in King County, Washington. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 3 . lllllllllllllll® AMERICAN LAND TITLE ASSOCIATION WA-CT-FNSE-02150.622475-SPS-1-14-0026214-ETU CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU SCHEDULE B Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights -of -way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto. H. Reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof. I. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims or title to water. K. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 4 MEM AMERICAN LAND TITLE ASSOCIATION WA-CT-F NSE-02150.622475-SPS-1-14-0026214-ETU CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU SCHEDULE B (continued) SPECIAL EXCEPTIONS 1 Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Purpose: Recording Date: Recording No.: Affects: Sewer line and sewer line facilities March 19, 1964 5813736 The west 3 feet of the east 60 feet of said premises 2. Easement and agreement for the purpose(s) shown below and rights incidental thereto, as granted in a document: Purpose: Recording Date: Recording No.: Affects: Utilities and vehicular and pedestrian ingress, egress and access February 6, 2007 20070206001109 20 feet adjoining the east line of said premises 3. The effect, if any, of underground agreement, waiver to undergrounding ordinance, obligation for future undergrounding, including the terms and provisions thereof Recorded: Recording No. : April 21, 2009 20090421000236 4. Covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, but omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set forth on City of Tukwila Short Plat Number L11-035 recorded under recording number 20120209900004. 5. Payment of the real estate excise tax, if required. The Land is situated within the boundaries of the City of Tukwila. Present rate of real estate excise tax as of the date herein is 1.78%. Any conveyance document must be accompanied by the official Washington State Excise Tax Affidavit. The applicable excise tax must be paid and the affidavit approved at the time of the recording of the conveyance documents. Beginning July 1, 2005, an additional $5.00 Real Estate Excise Tax Electronic Technology Fee must be included in all excise tax payments. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 5 AMERICAN LAND TITLE ASSOCIATION WA-CT-FNSE-02150.622475-SPS-1-14-0026214-ETU CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU SCHEDULE B (continued) 6. General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: Tax Account No.: Levy Code: Assessed Value -Land: Assessed Value -Improvements: General and Special Taxes: 2014 734660-0116-06 2413 $112,000.00 $26,000.00 Billed: Paid: Unpaid: $1,977.26 $988.63 $988.63 7. Please be advised that our search did not disclose any open mortgages of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. 8. Terms, powers, conditions, and limitations of the trust under which title is held. The Company will require a copy of the trust agreement and any amendments thereto for review. If the property which is the subject of this transaction constitutes more than 25 percent of the net fair market value of the trust principal, proof must be furnished to the Company that the trustee has complied with the 20 day notice to the beneficiaries of the nature and terms of the intended transaction as provided in RCW 11.100.140. The Company reserves the right to add additional items/exceptions or make further requirements after review of the requested documentation. 9. Matters disclosed by survey recorded under recording number 20050826900007, as follows: Loacation of fence with the northerly property line. 10. Matters disclosed by survery recorded under recording number 20120209900004, as follows: Fence does not conform to the northerly, westerly and southerly property line. 11. In the event title to said Land is acquired by the party(s) named below, the policy(s), when issued, will show the following additional item(s) in Schedule B, unless disposed of to the satisfaction of the Company: Party(s): Sapphire Homes, Inc. Item(s): 12 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 6 WA-CT-FNSE-02150.622475-SPS-1-14-0026214-ETU AMERICAN LAND TITLE ASSOCIATION CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU SCHEDULE B (continued) 12. The Company will require the following documents for review prior to the issuance of any title assurance predicated upon a conveyance or encumbrance by the corporation named below. Name of Corporation: Sapphire Homes, Inc. a. A Copy of the corporation By-laws and Articles of Incorporation. b. An original or certified copy of a resolution authorizing the transaction contemplated herein. c. If the Articles and/or By-laws require approval by a 'parent' organization, a copy of the Articles and By-laws of the parent. The Company reserves the right to add additional items or make further requirements after review of the requested documentation. 13. Your application for title insurance was placed by reference to only a street address or tax identification number. 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 seller/borrower must notify the Company and/or the settlement 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 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 B: Note C: Note D: Note: There are NO conveyances affecting said Land recorded within 24 months of the date of this report. Note: The Company is willing to issue an Extended Coverage Lenders Policy. General Exceptions A through J , inclusive, are hereby deleted. 8.1 will issue with the forthcoming lenders policy. Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 13418 Military Rd S Tukwila, WA 98168 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. Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 7 0 AMERICAN LAND TITLE ASSOCIATION WA-CT-FNS E-02150.622475-SPS-1-14-0026214-ETU CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU SCHEDULE B (continued) Note E: 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: Parcel A, Short Plat 20120209900004 Tax Account No.: 734660-0116--06 END OF NOTES END OF SCHEDULE B Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 8 WA-CT-FNSE-02150.622475-SPS-1-14-0026214-ETU CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU CONDITIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at httpl/www.alta.orq. END OF CONDITIONS Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment (06/17/2006) Printed: 10.15.14 @ 12:33PM Page 9 WA-CT-FNSE-02150.622475-SPS-1-14-0026214-ETU MEM AMERICAN LAND TITTLE ASSOCIATION RECORDING REQUIREMENTS Effective January 1, 1997, document format and content requirements have been imposed by Washington Law. Failure to comply with the following requirements may result in rejection of the document by the county recorder or imposition of a $50.00 surcharge. First page or cover sheet: 3" top margin containing nothing except the return address. 1" side and bottom margins containing no markings or seals. Title(s) of documents. Recording no. of any assigned, released or referenced document(s). Grantors names (and page no. where additional names can be found). Grantees names (and page no. where additional names can be found). Abbreviated legal description (Lot, Block, Plat Name or Section, Township, Range and Quarter, Quarter Section for unplatted). Said abbreviated legal description is not a substitute for a complete legal description which must also appear in the body of the document. Assessor's tax parcel number(s). Return address (in top 3" margin). **A cover sheet can be attached containing the above format and data if the first page does not contain all required data. Additional Pages: 1" top, side and bottom margins containing no markings or seals. All Pages: No stapled or taped attachments. Each attachment must be a separate page. All notary and other pressure seals must be smudged for visibility. Font size of 8 points or larger. Recording Requirements Printed: 10.15.14 @ 12:33PM by LM WA0000924.doc / Updated: 03.26.14 Page 10 WA-CT-FNSE-02150.624641-0026214-ETU FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Effective: January 24, 2014 Order No.: 0026214-ETU--PA Fidelity National Financial, Inc. and its majority -owned subsidiary companies providing real estate- and loan -related services (collectively, "FNF", "our" or "we") respect and are committed to protecting your privacy. This Privacy Notice lets you know how and for what purposes your Personal Information (as defined herein) is being collected, processed and used by FNF. We pledge that we will take reasonable steps to ensure that your Personal Information will only be used in ways that are in compliance with this Privacy Notice. This Privacy Notice is only in effect for any generic information and Personal Information collected and/or owned by FNF, including collection through any FNF website and any online features, services and/or programs offered by FNF (collectively, the "Website"). This Privacy Notice is not applicable to any other web pages, mobile applications, social media sites, email lists, generic information or Personal Information collected and/or owned by any entity other than FNF. Collection and Use of Information The types of personal information' FNF collects may include, among other things (collectively, "Personal Information"): (1) contact information (e.g., name, address, phone number, email address); (2) demographic information (e.g., date of birth, gender marital status); (3) Internet protocol (or IP) address or device ID/UDID; (4) social security number (SSN), student ID (SIN), driver's license, passport, and other government ID numbers; (5) financial account information; and (6) information related to offenses or criminal convictions. In the course of our business, we may collect Personal Information about you from the following sources: • Applications or other forms we receive from you or your authorized representative; • Information we receive from you through the Website; • Information about your transactions with or services performed by us, our affiliates, or others; and • From consumer or other reporting agencies and public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others. Information collected by FNF is used for three main purposes: • To provide products and services to you or one or more third party service providers (collectively, "Third Parties") who are obtaining services on your behalf or in connection with a transaction involving you. • To improve our products and services that we perform for you or for Third Parties. • To communicate with you and to inform you about FNF's, FNF's affiliates and third parties' products and services. Additional Ways Information is Collected Through the Website Browser Log Files. Our servers automatically log each visitor to the Website and collect and record certain information about each visitor. This information may include IP address, browser language, browser type, operating system, domain names, browsing history (including time spent at a domain, time and date of your visit), referring/exit web pages and URLs, and number of clicks. The domain name and IP address reveal nothing personal about the user other than the IP address from which the user has accessed the Website. Cookies. From time to time, FNF or other third parties may send a "cookie" to your computer. A cookie is a small piece of data that is sent to your Internet browser from a web server and stored on your computer's hard drive and that can be re -sent to the serving website on subsequent visits. A cookie, by itself, cannot read other data from your hard disk or read other cookie files already on your computer. A cookie, by itself, does not damage your system. We, our advertisers and other third parties may use cookies to identify and keep track of, among other things, those areas of the Website and third party websites that you have visited in the past in order to enhance your next visit to the Website. You can choose whether or not to accept cookies by changing the settings of your Internet browser, but some functionality of the Website may be impaired or not function as intended. See the Third Party Opt Out section below. Web Beacons. Some of our web pages and electronic communications may contain images, which may or may not be visible to you, known as Web Beacons (sometimes referred to as "clear gifs"). Web Beacons collect only limited information that includes a cookie number; time and date of a page view; and a description of the page on which the Web Beacon resides. We may also carry Web Beacons placed by third party advertisers. These Web Beacons do not carry any Personal Information and are only used to track usage of the Website and activities associated with the Website. See the Third Party Opt Out section below. Unique Identifier. We may assign you a unique internal identifier to help keep track of your future visits. We may use this information to gather aggregate demographic information about our visitors, and we may use it to personalize the information you see on the Website and some of the electronic communications you receive from us. We keep this information for our internal use, and this information is not shared with others. Third Party Opt Out. Although we do not presently, in the future we may allow third -party companies to serve advertisements and/or collect certain anonymous information when you visit the Website. These companies may use non -personally identifiable information (e.g., click stream information, browser type, time and date, subject of advertisements clicked or scrolled over) during your visits to the Website in order to provide advertisements about products and services likely to be of greater interest to you. These companies typically use a cookie or third party Web Beacon to collect this information, as further described above. Through these technologies, the third party may have access to and use non -personalized information about your online usage activity. Privacy Statement Printed: 10.15.14 @ 12:33PM by LM WA0000924.doc / Updated: 03.26.14 Page 11 WA-CT-FNSE-02150.624641-0026214-ETU PRIVACY NOTICE (continued) You can opt -out of online behavioral services through any one of the ways described below. After you opt -out, you may continue to receive advertisements, but those advertisements will no longer be as relevant to you. • You can opt -out via the Network Advertising Initiative industry opt -out at http://www.networkadvertisinq.orq/. • You can opt -out via the Consumer Choice Page at www.aboutads.info. • For those in the U.K., you can opt -out via the IAB UK's industry opt -out at www.vouronlinechoices.com. • You can configure your web browser (Chrome, Firefox, Internet Explorer, Safari, etc.) to delete and/or control the use of cookies. More information can be found in the Help system of your browser. Note: If you opt -out as described above, you should not delete your cookies. If you delete your cookies, you will need to opt -out again. When Information Is Disclosed By FNF We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Disclosures may include, without limitation, the following: • To agents, brokers, representatives, or others to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure in connection with an insurance transaction; • To third -party contractors or service providers who provide services or perform marketing services or other functions on our behalf; • To law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoenas or court orders; and/or • To lenders, lien holders, judgment creditors, or other parties claiming an encumbrance or an interest in title whose claim or interest must be determined, settled, paid or released prior to a title or escrow closing. In addition to the other times when we might disclose information about you, we might also disclose information when required by law or in the good -faith belief that such disclosure is necessary to: (1) comply with a legal process or applicable laws, (2) enforce this Privacy Notice; (3) respond to claims that any materials, documents, images, graphics, logos, designs, audio, video and any other information provided by you violates the rights of third parties; or (4) protect the rights, property or personal safety of FNF, its users or the public. We maintain reasonable safeguards to keep the Personal Information that is disclosed to us secure. We provide Personal Information and non -Personal Information to our subsidiaries, affiliated companies, and other businesses or persons for the purposes of processing such information on our behalf and promoting the services of our trusted business partners, some or all of which may store your information on servers outside of the United States. We require that these parties agree to process such information in compliance with our Privacy Notice or in a similar, industry -standard manner, and we use reasonable efforts to limit their use of such information and to use other appropriate confidentiality and security measures. The use of your information by one of our trusted business partners may be subject to that party's own Privacy Notice. We do not, however, disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent, in conformity with applicable law., unless such disclosure is otherwise permitted by law. We also reserve the right to disclose Personal Information and/or non -Personal Information to take precautions against liability, investigate and defend against any third -party claims or allegations, assist government enforcement agencies, protect the security or integrity of the Website, and protect the rights, property, or personal safety of FNF, our users or others. We reserve the right to transfer your Personal Information, as well as any other information, in connection with the sale or other disposition of all or part of the FNF business and/or assets. We also cannot make any representations regarding the use or transfer of your Personal Information or other information that we may have in the event of our bankruptcy, reorganization, insolvency, receivership or an assignment for the benefit of creditors, and you expressly agree and consent to the use and/or transfer of your Personal Information or other information in connection with a sale or transfer of some or all of our assets in any of the above described proceedings. Furthermore, we cannot and will not be responsible for any breach of security by any third parties or for any actions of any third parties that receive any of the information that is disclosed to us. Information from Children We do not collect Personal Information from any person that we know to be under the age of thirteen (13). Specifically, the Website is not intended or designed to attract children under the age of thirteen (13). You affirm that you are either more than 18 years of age, or an emancipated minor, or possess legal parental or guardian consent, and are fully able and competent to enter into the terms, conditions, obligations, affirmations, representations, and warranties set forth in this Privacy Notice, and to abide by and comply with this Privacy Notice. In any case, you affirm that you are over the age of 13, as THE WEBSITE IS NOT INTENDED FOR CHILDREN UNDER 13 THAT ARE UNACCOMPANIED BY HIS OR HER PARENT OR LEGAL GUARDIAN. Parents should be aware that FNF's Privacy Notice will govern our use of Personal Information, but also that information that is voluntarily given by children - or others - in email exchanges, bulletin boards or the like may be used by other parties to generate unsolicited communications. FNF encourages all parents to instruct their children in the safe and responsible use of their Personal Information while using the Internet. Privacy Outside the Website The Website may contain various links to other websites, including links to various third party service providers. FNF is not and cannot be responsible for the privacy practices or the content of any of those other websites. Other than under agreements with certain reputable organizations and companies, and except for third party service providers whose services either we use or you voluntarily elect to utilize, we do not share any of the Personal Information that you provide to us with any of the websites to which the Website links, although we may share aggregate, non -Personal Information with those other third parties. Please check with those websites in order to determine their privacy policies and your rights under them. Privacy Statement Printed: 10.15.14 @ 12:33PM by LM WA0000924.doc / Updated: 03.26.14 Page 12 WA-CT-FNSE-02150.624641-0026214-ETU PRIVACY NOTICE (continued) European Union Users If you are a citizen of the European Union, please note that we may transfer your Personal Information outside the European Union for use for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information, you consent to both our collection and such transfer of your Personal Information in accordance with this Privacy Notice. Choices with Your Personal Information Whether you submit Personal Information to FNF is entirely up to you. You may decide not to submit Personal Information, in which case FNF may not be able to provide certain services or products to you. You may choose to prevent FNF from disclosing or using your Personal Information under certain circumstances ("opt out"). You may opt out of any disclosure or use of your Personal Information for purposes that are incompatible with the purpose(s) for which it was originally collected or for which you subsequently gave authorization by notifying us by one of the methods at the end of this Privacy Notice. Furthermore, even where your Personal Information is to be disclosed and used in accordance with the stated purposes in this Privacy Notice, you may elect to opt out of such disclosure to and use by a third party that is not acting as an agent of FNF. As described above, there are some uses from which you cannot opt -out. Please note that opting out of the disclosure and use of your Personal Information as a prospective employee may prevent you from being hired as an employee by FNF to the extent that provision of your Personal Information is required to apply for an open position. If FNF collects Personal Information from you, such information will not be disclosed or used by FNF for purposes that are incompatible with the purpose(s) for which it was originally collected or for which you subsequently gave authorization unless you affirmatively consent to such disclosure and use. You may opt out of online behavioral advertising by following the instructions set forth above under the above section "Additional Ways That Information Is Collected Through the Website," subsection "Third Party Opt Out." Access and Correction To access your Personal Information in the possession of FNF and correct inaccuracies of that information in our records, please contact us in the manner specified at the end of this Privacy Notice. We ask individuals to identify themselves and the information requested to be accessed and amended before processing such requests, and we may decline to process requests in limited circumstances as permitted by applicable privacy legislation. Your California Privacy Rights Under California's "Shine the Light" law, California residents who provide certain personally identifiable information in connection with obtaining products or services for personal, family or household use are entitled to request and obtain from us once a calendar year information about the customer information we shared, if any, with other businesses for their own direct marketing uses. If applicable, this information would include the categories of customer information and the names and addresses of those businesses with which we shared customer information for the immediately prior calendar year (e.g., requests made in 2013 will receive information regarding 2012 sharing activities). To obtain this information on behalf of FNF, please send an email message to privacy@fnf.com with "Request for California Privacy Information" in the subject line and in the body of your message. We will provide the requested information to you at your email address in response. Please be aware that not all information sharing is covered by the "Shine the Light" requirements and only information on covered sharing will be included in our response. Additionally, because we may collect your Personal Information from time to time, California's Online Privacy Protection Act requires us to disclose how we respond to "do not track" requests and other similar. mechanisms. Currently, our policy is that we do not recognize "do not track" requests from Internet browsers and similar devices. Your Consent to This Privacy Notice By submitting Personal Information to FNF, you consent to the collection and use of information by us as specified above or as we otherwise see fit, in compliance with this Privacy Notice, unless you inform us otherwise by means of the procedure identified below. If we decide to change this Privacy Notice, we will make an effort to post those changes on the Website. Each time we collect information from you following any amendment of this Privacy Notice will signify your assent to and acceptance of its revised terms for all previously collected information and information collected from you in the future. We may use comments, information or feedback that you may submit in any manner that we may choose without notice or compensation to you. If you have additional questions or comments, please let us know by sending your comments or requests to: Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, Florida 32204 Attn: Chief Privacy Officer (888) 934-3354 privacy(o fnf.com Copyright © 2014. Fidelity National Financial, Inc. All Rights Reserved. EFFECTIVE AS OF: JANUARY 24, 2014 / LAST UPDATED: JANUARY 24, 2014 Privacy Statement Printed: 10.15.14 @ 12:33PM by LM WA0000924.doc / Updated: 03.26.14 Page 13 WA-CT-FNSE-02150.624641-0026214-ETU CHICAGO TITLE COMPANY OF WASHINGTON Order No.: 0026214-ETU Property: 13418 Military Rd S Tukwila, WA 98168 10500 NE 8th St., Suite 600 Bellevue, WA 98004 Phone: (425)646-9883 / Fax: (425)646-9879 SELLER(S) Donald F. Minns Revocable Living Trust BUYER/BORROWER(S) Sapphire Homes, Inc., and/or assigns LISTING AGENT Windermere Real Estate 4919 S. Genesee Seattle, WA 98118 Phone: (206)725-7255 Fax: (206)725-0971 Main Contact: Jeff Wolfe Phone: (206)725-7255 Cell: 206-941-0619 Fax: (206)725-0971 Email: jeff@rewolfe.com SELLING AGENT Kingston Realty, LLC 19655 1st Ave S, Suite 203 Normandy Park, WA 98148 Phone: (206)673-4535 Fax: (855)388-6949 Main Contact: Mike Davis Phone: (206)388-6949 Cell: (206)948-9997 Fax: (855)388-6949 Email: miked@kingstonrealtynw.com SELLING AGENT Kingston Realty, LLC 19655 1st Ave S, Suite 203 Normandy Park, WA 98148 Phone: (206)673-4535 Fax: (855)388-6949 Main Contact: Erik Davis Phone: (206)673-4536 Email: erik@kingstonrealtynw.com ESCROW Chicago Title Company of Washington 10500 NE 8th St., Suite 600 Bellevue, WA 98004 Phone: (425)455-4995 Fax: (425)646-9154 Escrow Officer: Paula Adams Phone: (425)646-9882 Fax: (866)275-5010 Email: Paula.Adams@ctt.com BUILDER Callidus Development, Inc. 16834 SE 43rd Street Issaquah, WA 98027 Phone: (425)818-8829 Fax: (425)818-8843 Main Contact: Troy Schmeil Phone: (425)818-8829 Cell: (425)222-6444 Email: callidusland@comcast.net Thank You for specifying Chicago Title Company of Washington Commitment Distribution Letter WA0000924.doc / Updated: 03.26.14 Page 14 Printed: 10.15.14 @ 12:33PM by LM WA-CT-FNSE-02150.624641-0026214-ETU Your transaction is important to us. Commitment Distribution Letter Printed: 10.15.14 @ 12:33PM by LM WA0000924.doc / Updated: 03.26.14 Page 15 WA-CT-FNSE-02150.624641-0026214-ETU r Assessor -Map Page 1 of 1 S 135th St 734650 0!25 14039# 0125 212.92 99 268.36 307.92SP TUSP L11-035 201202 734660 0116 PcIA 19I.33 - S 13STH ST S 135th St 30291# 0116 286.33 N A This map has been copied from the public records and is provided solely for the purpose of assisting in locating the premises. No liabilities are assumed for inaccuracies contained herein or for variations, if any, in dimensions, area or location of the premises or the location of improvements ascertained by actual survey. http://geo.sentrydynamics.net/WA king/assrmap.aspx?parcelid=7346600116 10/14/2014 E.A.SEYEN T • pH'-; C. E AID WR, ifl NF MIN S, : as her sole and separate nrooerty and estate, .for and in consideration of the sum. of 0n:e Dollar ($1.00) , the receipt cf which_ is. hereby acicnow7 ledgrd,and in further consideration of .the � utual eenef.i.ts. and advantages accrue ng, to theparties hereunder, does, hereby grant and convey unto PILr;-I C. CARR, as his separate property and estate, an EASEMENT in, over and. acres:: the following des- cribed tract of land, in !` in.g County, Washington, to -wit: The West three (3) feet cf the Last i55 feet of Lot 1, Block four (4), Riverton acre Tracts. This Easement shall be for the benefit of the Grantee herein, his. Successors and assigns, Shall be for the nurpose o1: inStalling. ,and', .ni. intainin : therein a sewer. line and sewer line facilities, and it is intended.by the parties hereto. that said Eprserne, t`-'shall be a .'•continuation of an extension of an T asement .fir similar` PlinP0Ses in, over and across, the :%lest three (I.): filet of tie- South mix (6;): feet of the East 155:;feet of the 8outh,.n_inetT' (90:). feet. of tract two _(2). Bloc'' foul,.: (4) Riverton, cra Tracts This aSeinent. shtl l also be for„_the benefit of the' (rartor -and''the Grantee and their respective sucdessors and . a8s- gns ; SV al-1 ha' a rnvenant '.rt�nr7 rig with he land, nernetual.ly": binding therebn and upon: the .parties hereto,. and each of <the parties hereto, and their respective successors and: assists, hall have .igp ar en 0alltimas i, ;over,d acreSs the said Easerent' f or. E o the '_urnose of , ristal.ling and maintaining therein . said.:`sewer; line and sewer line facilities n at.ed this:.I r)` day .'of November,.- 1964 STATE LF COUN;TYY 0 :YIN;.:. • !: Before - me this,:' day personalty appeared Lk EN2 MI NS, me known as the individual described i.n :And who e �ecuted;`th� c•:ithin "and foregoii g: instrument acid ackhos l-edged ..ta me flh.at she signed `the :same a=` her_' -free- and voluntary Act and deed fp_r the uses .and purposes::tnerein ment� oiied s? t Civen under my hand and :seal. 4, 3-4jfitovember,' iVOt2,X V 13b1iC n and•, o cf Ii shin t n, resi n ' 20070206001109.001 Return Address: Union Bank of California, N.A., as Trustee for the Donald F. Minns Trust C/O Johns Monroe Mitsunaga PLLC ATTN: Michael Monroe 1601-114'h Ave. S.E., Ste. 110 Bellevue, WA 98004 1100101111110 0 II 0 20070206001109 CHICAGO TITLE EAS 37.00 PAGE001 OF 006 02/06/2007 13:25 KING COUNTY, WA AUDITORIRECORDER'S INDEXING FORM Document Title(s): Access and Utilities Easement (' , L ( ( ° `I Reference Number(s) of Documents assigned or released: N/A 4 Grantor(s): Union Bank of California (formerly The Bank of Califomia, N.A.) as Trustee for the Donald F. Minns Trust I 1 Additional names on page of document. Grantee(s): (. Karnail Johal 2. Saranjeet Singh Shaglani I I Additional names on page of document. Legal Description: ptn, of Lot 1, Blk. 4, Riverton Acre Tracts, per Plat Rec. in Vol. 11 of Plats, pg. 100, King (abbreviated) County, WA X Additional legal is on pages 2,3 of document. 61 prlJ or Lo r-., i3 i/ Vil / Pi to Assessor's Property Tax Parcel/Account Number: 7346600115 ACCESS and UTILITIES EASEMENT AGREEMENT THIS ACCESS AND UTILITIES EASEMENT AGREEMENT ("Easement Agreement") is entered into and granted this 23 day of da ie rf , 2007, by and between Union Bank of California, N.A. (formerly, The Bank of California, N.A.), as Trustee of the Donald F. Minns Trust ("Grantor"), and Karnali Johal, a married man as his separate estate and Saranjeet Singh Shaglani, a married man as his separate estate (collectively "Grantee"). REPRESENTATIONS A. Grantor owns the following real property located in King County, Washington, the Iegal Page 1 of 5 20070206001109.002 description of which is: LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY WASHINGTON; TOGETHER WITH VACATED PORTION OF OLD MILITARY ROAD LYING EASTERLY OF EAST MARGIN OF COUNTY ROAD NO. 1455 ADJOINING SAID PREMISES ON THE WEST; SITUATE IN KING COUNTY, WASHINGTON. (Hereafter referred to as "Grantor's Parcel"). B. Karnali Johal and Saranjeet Singh Shaglani are the owners of the following real property located in King County, Washington, the legal description of which is: THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2, BLOCK 4, RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; SITUATE IN KING COUNTY, WA. (Hereafter referred to as "Grantee's Parcel"). C. Grantor initially owned Grantee's Parcel, and as part of the terms of the purchase and sale agreement with Grantee the Grantor agreed to provide a certain easement for access and utilities to Grantee's Parcel, the terms of which are set forth more fully below. NOW, THEREFORE, in consideration of the covenants and agreements as hereinafter set forth and other good and valuable consideration, the sufficiency of which is hereby acknowledged, the Grantor and Grantee agree as follows: : 1. Grant of Easement. Grantor does hereby grant, for the benefit of the Grantee's Parcel, a perpetual, nonexclusive easement for access and for utility purposes over, under, across and through a portion of the area of Grantor's Parcel legally described as follows: THAT PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY WASHINGTON, TOGETHER WITH VACATED PORTION OF OLD MILITARY ROAD LYING EASTERLY OF EAST MARGIN OF COUNTY ROAD NO. 1455 ADJOINING SAID PREMISES ON THE WEST, AND AS DESCRIBED AS FOLLOWS: Page 2 of 5 20070206001109.003 THE WEST 20.00 FEET OF THE EAST 95.00 FEET OF SAID LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. (Hereafter the area described in this Sections 1 is referred to as the "Easement Area"). 2. Use of Easement Area. This nonexclusive easement shall include all rights in the Easement Area as may be reasonably necessary for vehicular and pedestrian ingress, egress and access to serve Grantee's Parcel, as well as for the installation, repair and maintenance of any utilities to serve Grantee's Parcel. The use of the Easement Area shall be for the benefit of Grantee's Parcel, or any new lots which may be created and located within the boundaries of Grantee's Parcel, but such use may not otherwise be intensified to include or provide access or utilities to serve any additional lots or parcels outside the present boundaries of Grantee's Parcel. 3. Grantor's Reservation of Rights. Grantor reserves the right to also use the Easement Area so long as such use does not materially interfere with the primary purpose of this easement by Grantee for the uses described in Section 2. Grantor also reserves the right to relocate the Easement Area and any then -existing access road improvements or utilities within the Easement Area, at Grantor's sole expense and in Grantor's sole discretion, at any time so long as: (i) the substitute easement area is functionally equivalent to the subject Easement Area; (ii) Grantee is provided with plans concerning the proposed relocation at least sixty (60) days prior to the commencement of any relocation; (iii) the new access road and new utilities proposed to be relocated are comparable with Grantee's then -existing road and utility improvements located within the Easement Area; (iv) Grantor is responsible for and does obtain all permits associated with relocating the Easement Area; (v) Grantor is responsible for recording the new easement as may be consistent with the relocation work and the terms of this Easement Agreement; and (vi) Grantee shall reasonably cooperate with Grantor concerning any relocation of the Easement Area, including the effective termination of the original easement as may be consistent with the relocation work and the terms of this Easement Agreement. 4. Grantee's Obligations. Prior to or on the date that Grantee begins any construction or development of Grantee's Parcel Grantee shall, at Grantee's sole expense, commence construction of a reasonably attractive, good quality 6-foot high cedar fence which will be located along the eastern boundary of the Easement Area, starting at 135th Street and ending at the southern boundary of Grantee's Parcel. The purpose of this fence is to provide reasonable screening of the Easement Area to benefit Grantor's existing residence located on Grantor's Parcel. The construction of this fence will be diligently prosecuted to completion; shall become the property of Grantor; and shall be maintained by Grantee for a period of 1 year following its completion. Grantee shall reasonably cooperate with Grantor in the event of Grantor's relocation of the Easement Area as set forth in Section 3 of this Easement Agreement. Grantee shall also reasonably maintain the Easement Area and any improvements installed by Grantee therein. Page 3 of 5 20070206001109.004 5. Duration, Successors and Assigns. The easement and covenants contained herein shall be perpetual in duration. All terms and conditions provided herein shall run with the land and shall inure to the benefit of, and be binding upon, the successors, assigns, personal representatives or heirs of the parties herein. 6. Indemnity. Grantee, their successors and assigns, hereby agree to indemnify and hold Grantor (including its Trustor, Trustee and Beneficiary), its successors and assigns harmless from any Toss, claim or damage, including attorney's fees and costs, which occurs as the result of the exercise of rights pursuant to this Easement; provided that, Grantor shall not be indemnified or held harmless for any loss, claim or damage to the extent of Grantor's own negligence. 7. Modification. This Easement may not be modified except by a written agreement, executed by the parties and recorded with the King County Department of Records. The failure to require performance of any provision of this Easement shall not limit a party's right to subsequently enforce the provision. Waiver of any breach of any provision shall not be a waiver of any succeeding breach or waiver of any other provision of this Easement. 8. Enforcement. The terms of this Easement may be enforced by obtaining a court decree specifically enforcing its terms. In the event of a lawsuit in connection with enforcement of this Easement, the prevailing party shall be entitled to an award of reasonable attorneys' fees and costs, including fees and costs on any appeal. IN WITNESS WHEREOF, the parties have caused this Access and Utilities Easement Agreement to be executed on the date indicated above. GRANTOR: Union Bank of California, N.A. (formerly The Bank of California, N.A.) as Trustee for the Donald F. Minns Trust By: v,/,tv„, a„. (Name) SHARmAm P(at4f 4f Its: VICE PRESIDENT By: / , (Name) B N T. MULLINS Its: VICE PRESIDENT Page 4 of 5 GRANTEE: Kprd,e- arnail Johal GRANTEE: Saranjeet Singh Shagl 7 20070206001109.005 Title or Type of Document: Document Date: CALIFORNIA ALL. :JRPOSE ACKNOVIr LE MENT State of California ss. County of San Francisco On January 23, 2007before me, Stephanie Santiago, Notary Public Date Name and Title of Officer (e.g.. 'Jane Doe, Notary Public") Sharman Noguchi and Brian T. Mullins personally appeared STEPHANIE SANTIAGO Cotmnlsslon 11499384 Notary Public - California San Francisco County MyComm, Expires A a 6 2008 Place Notary Seal Above Name(s) of Signer(s) 1personally known to me proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is'r subscribed to the within instrument an acknowledged to me that PrOs-- xecuted the same in bit' authorized capacity(ies), and that sy J signature(s) on the instrument the person the entity upon behalf of which the person(s) acted, executed the instrument. WITNF,SS my hand d official seal. Q 4N08 SiryPuualic L OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Access and Utilities Easement Agreement January 23, 2007 Number of Pages: Signer(s) Other Than Named Above: No other signers. Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited 0 General ❑ Attorney in Fact 0 Trustee ❑ Guardian or Conservator ❑ Other: RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer Is Representing: Union Bank of California, N.A. it,>4G=%C.'�.C.•cr��v ;%C;%c74G,�C'.v:::G"_.�-c:-.;:.��.-r.._..:w-�.,.......-...,_..........w.-�...., 0 1999 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.nationalnotaryon0 Prod. No. 5907 Reordac Call 7oll•Free 1.100.8764827 20070206001109.006 STATE OF ) ss. COUNTY OF, ♦ . ) I certify that I know or ' • ve satisfa have signed this i execute the instrument and acknowle the free and voluntary act of s party for th DATED STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) ctor -valence that and m . and on oath stated that they are authorized to as the Trustee of the Donald F. Minns Trust, to be e ' .qs and purposes mentioned in this instrument. 07. (Print Name) Notary Public Residing at My appointment expires: I hereby certify that I know or have satisfactory evidence that Karnail Johal and Saranjeet Singh Shaglani are the persons who appeared before me, and acknowledge that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as their free and voluntary act for the uses and purposes mentioned in this instrument. DATED: 25, Notary Seal pA�oM n n n,v�l..ct^bMcy Mi yR1-1,;:I',,I-# PARKER Ai ;,,a w- i'.#.�•r?• `.,,< T I yC . <I'k.,• is i�ti i��i..�w'i...a�...f C .�SEP OF ii vASP..7 NcTO4 i fL 29, 2Sri9 r�vo�•.�awvr;r•o (Print Name) Notary Public SeGL°f Residing at o� My appointment expires: ' Page 5 of 5 .__._..009042t00D236:001 Return Address: CITY OF TUKWILA Office of the City Clerk 6200 Southcenter BIvd. Tukwila, WA 98188 (206) 433-1800 1111111111111111111 20090421000236 KING COUNTY, WA CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Document Title(s): Waiver to Undergrounding Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: City of Seattle, Department of Technology Company Name 700 — 5th Ave., Suite 2700 Address Seattle WA 98124-4709 City State Zip Legal Description: A Portion of the SW 1/4, Sec. 10, T.23N., R.4E., W.M.. (Abbreviated) along with A Portion of the NW 'A, Sec. 15, T.23N., R.4E., W.M., along with A Portion of the NE 1/4, Sec. 16, T.23N., R.4E., W.M., Assessor's Property Tax Parcel/Account Number(s): N/A 20090421'000236:002 UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING In accordance with the Tukwila Municipal Code, the City of Seattle, Department of Infoiniation Technology's proposed fiber optic system on existing Seattle City Light utility poles located within the City of Tukwila right -of way (S 135th St., 37th Ave S., S 126th St. and 35th Ave S.) requires undergrounding. The undergrounding requirement is hereby waived provided that the City of Seattle, Department of Information Technology agrees to participate in future undergrounding improvements for its proportionate share of the undergrounding costs. Furthermore, if the L.I.D/U_L.I.D process is used to carry out the construction of the undergrounding improvements, the City of Seattle Department of information Technology waives the right to protest the L.I.D[U.L.I.D formation. City of Seattle, Department of Information Technology retains the right to contest the method of calculating assessments in such'=.; L.I.D/U.L.I.D and the amount thereof to be levied. This Agreement shall be recorded by the City Clerk with the King County Auditor -as required by the RCW. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. APPLICANT: Applicant (Signatur Kei s FH-Ejxxq- sfhr,O".s Applicant (Print Name) ?o o- -7.0 Street Address �•-)-'o2 Date 1—o6) Phone _ 9g7/0111 City, 'State,. Zip' ' • -4 Page 1 of 2 2009042D00023€ 003 • STATE OF WASHINGTON County of On this day personally appeared before me k Orts known to be the individual(s) described in and who executed the\within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this X1 day of p jLQ CITY OF TUKWILA curn.b.t.. a" "ricsmizse...k. LIC IN AND FOR THE STATE OF GTON, RESIDING AT My commission Expires r.;,\ \c"\ 3/2 1C>, blic Works Director Date Page 2 of 2 SAP HIRE HOMES 13418 M3 LITARY ROAD SOUTH TUKWWASHINGTON The Concept Group 4701 SW Admiral Way, Ste 353 • Seattle, WA 98116 • (206) 446-1291 aJ aJ Land Development & Civil Engineering Consultants Sapphire Short Plat 13418 Military Road South Tukwila, Washington Revisions: First Submittal - March 2015 I certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. THE CONCEPT GROUP Table of Contents SECTION 1: PROJECT OVERVIEW 1 SITE INFORMATION 1 DRAINAGE BASIN 3 SOILS INFORMATION 4 SECTION 2: CONDITIONS AND REQUIREMENTS 5 DESIGN REQUIREMENTS 5 SECTION 3: OFFSITE ANALYSIS 7 TASK 1: STUDY AREA DEFINITION AND MAP 7 TASK 2: RESOURCE REVIEW 7 TASK 3: FIELD INSPECTION 13 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN 14 EXISTING HYDROLOGY 14 DISCHARGE AT NATURAL (EXISTING) LOCATION 14 DEVELOPED SITE HYDROLOGY 14 PERFORMANCE STANDARDS 15 KCRTS HYDROLOGIC MODEL 15 FLOW CONTROL 16 WATER QUALITY SYSTEM 17 SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND DESIGN 17 100-YEAR FLOOD/OVERFLOW CONDITION 17 SECTION 6: SPECIAL REPORTS AND STUDIES 17 SECTION 7: OTHER PERMITS 17 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN 18 CONSTRUCTION SEQUENCE AND PROCEDURE 18 TRAPPING SEDIMENT 18 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS 19 SECTION 10: OPERATIONS AND MAINTENANCE 19 Appendices Appendix A: Other Reports (Soils Information, Downstream Analysis) Appendix B: Proposed Drainage Plan & Stormwater Facilities Design Appendix C: Erosion Control Plan & Details . J a .J J J r� 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 surveying company, 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 13418 Military Road 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. Sapphire Short Plat -Technical Information Report March 2015 SECTION 1: PROJECT OVERVIEW The property is located at 13418 Military Road South in the City of Tukwila, Washington. There is currently developed with one (1) single family residence on the property. The project proposes to short plat the existing parcel into four (4) single family residential lots. Proposed improvements include the construction of four (4) new single-family structures, a joint use driveway (JUD), and associated utilities. Site Information Address: 13418 Military Road South; City of Tukwila, WA Size: 30,290 sq ft (approximately 0.60 acre) City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila Design Criteria: 2009 King County Surface Water Manual s 11'bd U S 1391,51 vp.r! 0 4 S 13Ja Project Location 91.101 020 13.AaS ,37h S1 'MP rc s13P,rycs, Figure 1 — Vicinity Map / Site Location Not -to -Scale The Concept Group Page 1 Sapphire Short Plat -Technical Information Report March 2015 Looking east into subject property from Military Road South. Looking south on Military Road South. The Concept Group Page 2 Sapphire Short Plat -Technical Information Report March 2015 ,J Drainage Basin The property is located within the Duwamish River drainage basin. The entire property drains to one basin with a contributing area of 0.70 acres. The general topography of the site slopes from west to east. Elevations on the site vary from a high point of 372 feet at the western property line to 360 feet at the eastern property line, with grades varying around 4.5% to 8.0%. Figure 2 — Drainage Study Area Not -to -Scale The Concept Group Page 3 Sapphire Short Plat -Technical Information Report March 2015 • J n f • Soils Information Soils Survey The Geologic Map of the Des Moines 7.5' Quadrangle indicates the soil type within the project as Vashon Till (Qvt). The KCRTS equivalent soils group, as defined in Table 3.2.2.6 of the 2009 King County Surface Water Manual (KCSWM), can be either Till. Younger Glacial. Deposits (Fraser Glaciation, Pleistocene) F71 Qvr - Vashon recessional outwash deposits Vashon recessional lacustrine deposits Qvrc - Vashon recessional coarse -grained deposits Qvi Vashon ice -contact deposits Qvt - Vashon subglacial till GEOLOGIC MAP OF THE DES MOINES 7.5! QUADRANGLE, KING COUNTY, WASHINGTON By Derek B. Booth and Howard H. Waldron 2004 Figure 3 — Soils Map Not -to -Scale The Concept Group Page 4 Sapphire Short Plat -Technical Information Report March 2015 SECTION 2: CONDITIONS AND REQUIREMENTS Design Requirements The 2009 King County Surface Water Manual sets forth the drainage requirements for this project. The project adds more than 5,000 SF of new impervious surface, therefore is subject to a full drainage review. The eight (8) Core Requirements and five (5) Special Requirements of the SWM drainage requirements are detailed in this section. Table 1 provides a summary to the requirements. Table 1 - Jurisdictional Requirements Peak Run-off Control: N/A — based on 0.1 cfs exemption Water Quality: N/A — based on surface area exemption Conveyance: N/A — no conveyance system proposed Downstream Analysis: '/a mile downstream Core Requirement #1: Discharge at the Natural Location Surface water will sheet flows southeast towards 135th Street and eventually discharge to its natural location into the Duwamish River. Core Requirement #2: Offsite Analysis A Level 1 offsite analysis is provided in Section 3 of this report. Core Requirement #3: Flow Control The property is located within the Level 2 Flow Control area per the King County Stormwater Map. However, the project is exempt from flow control requirements because the proposed project generates less than a 0.10 cfs increase in the existing site condition 100-year peak flow rate. Refer to Section 4 of this report for a detailed analysis of the flow control exemption. Core Requirement #4: Conveyance System No conveyance system is 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. A Maintenance and Operations Agreement will be placed on the face of the plat map to ensure that all future owners are legally liable for the upkeep of the The Concept Group Page 5 Sapphire Short Plat -Technical Information Report March 2015 stormwater management facilities. Maintenance and operation guidelines are provided in Section 10 of this report. Core Requirement #7: Financial Guarantees and Liability A performance bond is required for this project. Performance bond will be secured during the Final Plat phase of permitting. 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 approximately 10,036 square feet of new impervious surface, only 3,680 square feet is pollution - generating impervious surface (PGIS). Special Requirement #1: Other Adopted Area -Specific Requirement Based on information provided by staff during the pre -application meeting, no other area - specific requirements are imposed on this property. 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 is 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 6 J l .J • J . J J Sapphire Short Plat -Technical Information Report March 2015 SECTION 3: OFFSITE ANALYSIS Task 1: Study Area Definition and Map The study area of the downstream analysis extends beyond I/a mile from the project discharge location as shown in Figure 4 below. \ Project Location Figure 4 — Drainage Study Area Not -to -Scale '/a mile Downstream Discharge Location Task 2: Resource Review A resource review was conducted to document existing and potential flooding and erosion problems. Basin Reconnaissance Summary Reports - Project is located in the Duwamish River watershed. No landslide or erosion areas noted in the study area. The Concept Group Page 7 Sapphire Short Plat -Technical Information Report March 2015 King County Drainage Complaint Records There are no drainage complaints on record with King County within �/4 mile of the project in the past 10 years. The parcels shown in the figure below with drainage complaints were all older than 10 years. Figure 5 — Drainage Complaint Log Not -to -Scale The Concept Group Page 8 •.J Sapphire Short Plat -Technical Information Report March 2015 FEMA Maps - Based on FEMA Flood Map #53033C0960F, the project area is located in Zone X, a 500-year flood plain. KING COUNTY UNINCORPORATED AREAS_"- 530071 • 45, 6f0 Li Y OF EIUIi EN ( 53©3;1 ::NC COUN1t CITY DE 5„.AIAC CORPORAT JM'TS -17 r11 CITY OF TUK 530091 r AP"HCN.JMATt: SCALE n4 FCE, Project Location ZONE X tt NM1D 1A1 FUZE NSE AYCE Pr RAM FIRM 11000 INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS, ►ARtt US If IRIS NEAP NUMlIER S3O3I0960 F MAP REVISED: RH Ifi,19SS R*1* Eroarpa.7 Moo Arno, *n.a.nwc..aaa M. caber. an. .o%w. t.aaw,.e +osaP+m F e.hacMdaaWq FAtlT ]niw.. Yeo sop does not •A.ct Ow,* w v^s.�b.W.neW wfnew may Kn. - maS W*,Ww... to !to IMe an fwe >M W.e Far a.v lM�nt POO•lot .nOannfOOn .•rt MIOONO rtaNOtl k..MK. aoaa,rape away% Y1. PCYA now Map Wage IR wwv ma. 4rv2 Figure 5 — Flood Map Not -to -Scale The Concept Group Page 9 Sapphire Short Plat -Technical Information Report March 2015 Sensitive Areas Folio - The project site is not located in or near a mapped Sensitive Area per the King County sensitive areas inventory maps. SeaTac aor�a Project Location Tukwila CAO Shoreline Condition liteh MdYnr LOW Hisiwvays Inaorporaled Ana Streets MiOgrav ArrrrW (C) Local SWOM Landslide Hazards Parcels Landslide Osumi SAO Stream Lrr.v. Hazard onw.o. Cam i CAO Basin CondWan caw 2 Airensist ■ Clem I airoeb Ilan Caw 3 Low u.er.rrrd SAO Wetland SAO Landslide SAO Erosion Figure 6 — Sensitive Area Map Not -to -Scale The Concept Group Page 10 March 2015 Sapphire Short Plat -Technical Information Report Wetlands Inventory - The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. SeaTac Project Location Tukwila Niek y✓ thaw, xa. Nig/ways ill Incorporated Area Streets highway Matti Ide Loc. SIA M Landslide Hazards Parcels Linda& Harsd SAO Stream Landslide Hauled Wimps Oar 1 CAO Sevin Condition Clem ■ HO Ciro 2 ai+m_id YMYnn Clem tow und..rrrd SAO Wetland SAO Landslide SAO Erosion Figure 7 — Wetland Inventory Map Not -to -Scale The Concept Group Page 11 Sapphire Short Plat -Technical Information Report March 2015 Hazardous Landslide - The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. Sealac Project Location Tukwila 1 Highfl d Feature Local 1 County Boundary Paresis CAO Shoreline Condition SAO Stream eagnwaYe Incorporated Area Shoals Irwin Mails L.g.nd iotietreat // Cea2P. II chits unorporus SAO WsIland SAO Landslide SAO Erosion SWDM Landslide Hazards Ia, rnw ngtad Lanilar . »sad D Siam CAO Basin Condition Medium Lew Figure 8 — Hazardous Landslide Map Not -to -Scale The Concept Group Page 12 Sapphire Short Plat -Technical Information Report March 2015 Task 3: Field Inspection Level 1 Downstream Analysis A downstream analysis was conducted on February 16, 2015. The weather was sunny with temperatures in the high 60's degrees Fahrenheit. Surface sheet flows southeast towards South 135rd Street. Stormwater is conveyed 800 FT east in an 12 inch storm drain along South 135rd Street then it turns north and travels for another 600 FT along 32"d Avenue South, beyond '/a mile from the site. {� '/a mile Downstream ` } Discharge Location Figure 9 — Downstream Analysis Not -to -Scale 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 �/a mile downstream of the property. Task 5: Mitigation of Existing or Potential Problems No existing or potential flooding problems, capacity, or erosion problems were observed during the site visit. Based on the availability of existing drainage information, and the proposed drainage improvements, the developed site will not create or aggravate existing downstream conditions. The Concept Group Page 13 Sapphire Short Plat -Technical Information Report March 2015 SECTION 4: ROW CONTROL /WATER QUALITY ANALYSIS AND DESIGN Existing Hydrology There is currently one (1) single family residence on the property with the majority of the property consisting of landscape lawn. Surface water sheets flows to the east towards 133rd Street. Discharge at Natural (Existing) Location Surface water will sheet flow east towards 135th Street and eventually discharge to its natural location into the Duwamish River. Developed Site Hydrology The project proposes to short plat the existing parcel into four (4) single family residential Tots. Proposed improvements include the construction of four (4) new single-family structures, a joint use access driveway, and associated utilities Developed Onsite Assumptions Per the 2009 SWDM page 3-27, assumed impervious coverage shall be 4,000 sq ft per lot or the maximum impervious allowed by code, whichever is less. The remainder area of the property is assumed to consist of landscape/lawn. Furthermore, replaced impervious surface (existing house, gravel driveway and existing pavement replaced in right-of-way) is not considered target impervious surface unless part of a redevelopment project. Subdivisions are not redevelopment projects, by definition. There is also no new target pervious surface because the KCSWDM defines new pervious surface as "...the conversion of native pervious surface to non-native pervious surface..." The site does not contain native pervious surface. Table 2 - Developed Impervious Surfaces (SF) Lot 1 - Lot 4 12,000 SF Private Access Road 2,000 Credit for Existing House (1,596) Credit for Driveway (1,968) Credit for Right -of -Way Pavement (400) Total New Impervious Surface 10,036 Drainage Design Site soils are not conducive to infiltration or dispersion. Stormwater from the impervious surfaces will be collected and routed to a 10 FT perforated pipe gravel trench before discharging to the public storm drain located on Military Road South. The Concept Group Page 14 Sapphire Short Plat -Technical Information Report March 2015 Performance Standards Level 2 Flow Control The project will create approximately 10,436 square feet of new impervious surface; assuming 4,000 SF of impervious surface per new lot created. Although the property is located within the Level 2 Flow Control area per the City of Tukwila stormwater map, it is exempt from flow control requirements because the proposed project generates Tess than a 0.10 cfs increase in the existing site condition 100-year peak flow rate as discussed below. KCRTS Hydrologic Model The King County Runoff Time Series (KCRTS) Hydrologic Model is the required methodology under the 2009 King County Surface Water Design Manual for sizing detention faci I ities. The KCRTS equivalent soils group, as defined in Table 3.2.2.E of the 2009 King County Surface Water Manual (KCSWM), for this project is Till. Tables 3-5 summarize the KCRTS inputs for the project area. Table 3 — KCRTS Inputs Rainfall Region SeaTac Scale Factor 1.0 Table 4 — Existing Conditions in KCRTS Model Areas (acres) Till Forest Impervious Total 0.24 0.00 0.24 Table 5 — Developed Conditions in KCRTS Model Areas (acres) Till Grass Impervious Surface Total 0.00 0.24 0.24 Land Use Summary Ares Till Forest Till Pasture Till Grass Outwash Forest Outwssh Pasture Outwasfi Grass Wetland 0.24 aces 0.00 aces 0.00 aces 0.00 acres 0.00 acres 0.00 acres 0.00 acres Impervious 0.00 acres Total 0.24 aces Scale Factor : 1.00 Hourly Reduced Time Series: Sapphire_Eaustiny Compute Time Series Modify User Input Fik ter computed Time Series I.TSF) Till Forest Till Pasture Till Grass Oulwash Forest Outwards Psswre Outwash Grass Wetland Impervious Use SuMetary Area 0.00 asses 0.00 acres 0.00 acres 0.00 acres 0.00 acres 0.00 acres 0.00 IMES 0.24 acres Total 0.24 acres Scale Factor : 1.00 Hourly Reduced Time Seder. phire_Developed.tsl Compute Time Seiko Modify User input Fite for computed Time Series "TSP.] The Concept Group Page 15 Sapphire Short Plat -Technical Information Report March 2015 Flow Frequency Analysis Time Series File: sapphire_ existing.tsf Project Location: Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.015 2 2/09/01 18:00 0.019 1 100.00 0.990 0.004 7 1/05/02 16:00 0.015 2 25.00 0.960 0.011 4 2/28/03 3:00 0.012 3 10.00 0.900 0.001 8 3/24/04 20:00 0.011 4 5.00 0.800 0.007 6 1/05/05 8:00 0.010 5 3.00 0.667 0.012 3 1/18/06 21:00 0.007 6 2.00 0.500 0.010 5 11/24/06 4:00 0.004 7 1.30 0.231 0.019 1 1/09/08 9:00 0.001 8 1.10 0.091 Computed Peaks 0.018 50.00 0.980 Flow Frequency Analysis Time Series File: sapphire_developed.tsf Project Location: Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.058 7 2/09/01 2:00 0.114 1 100.00 0.990 0.051 8 1/05/02 16:00 0.087 2 25.00 0.960 0.071 3 12/08/02 18:00 0.071 3 10.00 0.900 0.060 6 8/26/04 2:00 0.071 4 5.00 0.800 0.071 4 10/28/04 16:00 0.062 5 3.00 0.667 0.062 5 1/18/06 16:00 0.060 6 2.00 0.500 0.087 2 10/26/06 0:00 0.058 7 1.30 0.231 0.114 1 1/09/08 6:00 0.051 8 1.10 0.091 Computed Peaks 0.105 50.00 0.980 Table 6 summarizes the KCRTS 100-year peak runoff rates. The 100-year peak flow rate of the developed site is only 0.095 cfs higher than the existing forested condition. Table 6 -Peak Runoff Rates (cfs) Event Existing Condition Developed Condition Difference 100-year 0.019 0.114 0.095 Flow Control Per the 2009 KCSWDM, Section 1.2 (page 1-42), this project is exempt from flow control requirements for any threshold discharge area in which there is no more than a 0.1-cfs dfference in the sum of the developed 100-year peak flows for those target surfaces subject to this requirement and the sum of historic site conditions 100-year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow control BMPs per Appendix C may be modeled in accordance with the flow control BMP facili01 sizing credits in Table 1.2.3.0 (p. 1-47)." 2009 KCSWDM, page 1-42 The facility requirement in Conservation Flow Control Areas is waived for any threshold discharge area in which there is no more than a 0.1-cfs difference in the sum of developed 100-year peak flows for those target surfaces subject to this requirement and the sum of historic site conditions 100- year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow cantrol B:11Ps per Appendix C may be modeled in accordance with the flow control B IIP facility sizing credits in Table 1,2.3.0 (p. 1-471. The Concept Group Page 16 Sapphire Short Plat -Technical Information Report March 2015 Flow control facilities are not required because the project creates Tess than a 0.10 cfs increase in discharge from the existing condition for the 100-year storm event per the KCRTS analysis above. Water Quality System This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. Although the project may create up to 10,436 square feet of new impervious surface, only 3,680 square feet is pollution -generating impervious surface (PGIS). PGIS is defined as "an impervious surface considered to be a significant source of pollutants in surface and storm water runoff Such surfaces include those subject to vehicular use or storage of erodible or leachable materials, wastes, or chemicals, and which receive direct rainfall or the run-on or blow-in of rainfall." Non-metal rooftops are not considered PGIS; therefore, are not included in the PGIS area calculations. Water quality is not required for this project because the project does not create more than 5,000 sq ft of pollution generating impervious surfaces. SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND DESIGN There is no conveyance system proposed for this project. 100-YEAR FLOOD/OVERFLOW CONDITION Overflow of the infiltration trenches sheet flows towards 116th Avenue SE. 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: • Short Plat Approval • Building Construction Permit The Concept Group Page 17 Sapphire Short Plat -Technical Information Report March 2015 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN All erosion and sediment control measures shall be governed by the requirements of the King County. An Erosion and Sedimentation Control plan has been prepared to assist the contractor in complying with these requirements and designed to prevent sediment - laden run-off from leaving the site during construction. Refer to Appendix C for Erosion Control plans and details. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/ sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Construction Sequence and Procedure Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized construction entrance, shall be installed in accordance with the construction documents. The 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. 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 conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 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. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The Concept Group Page 18 Sapphire Short Plat -Technical Information Report March 2015 The following items will be used to control erosion and sedimentation processes: • Temporary gravel construction entrance • Filter fabric fences (Silt fences) • Ground cover measures such as straw cover and/or hydroseeding • Inlet protection Vehicle tracking of mud off -site shall be avoided. Installation of a gravel construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS Bond quantities and Declaration of Covenants will be provided during the final plat phase of the project. SECTION 10: OPERATIONS AND MAINTENANCE There are no Stormwater facilities proposed for this project; therefore, no operations and maintenance procedures are required. The Concept Group Page 19 Pham Short Plat -Technical Information Report Appendix A Soils Information The Concept Group Appendices Forwarded message From: Marc McGinnis <marcm@geotechnw.com> Date: Tue, Dec 2, 2014 at 4:20 PM Subject: Infiltration Feasibility Assessment - 13418 Military Road South To: Troy Schmeil <callidusland@comcast.net>, andrew ruttan <andrewruttan@gmail.com> Troy and Andrew, This email is a brief summary of the subsurface conditions on the subject property, and the feasibility of potentially infiltrate storm runoff on the site. From my discussions with you, I understand that the property could potentially be subdivided into up to four lots, with a common access road extending into the property from South 135th Street. In order to assess the subsurface conditions, I observed the excavation of a test pit on the eastern, downhill, side of the property. This exploration revealed 3 feet of old fill and original topsoil overlying a 2-foot layer of heavily -weathered, gravelly, silty sand (Weathered Till). Beneath this was dense, gravelly, silty sand that has been glacially -compressed (Glacial Till). This dense soil was very difficult to excavate. No groundwater seepage was encountered. However, following extended rainfall, perched subsurface water will often form on top of the relatively impervious Glacial Till. These subsurface conditions are similar to what we have found previously in the area, including explorations that we conducted for a residential project a few lots to the south. We have not encountered any sites nearby having substantial amounts of sandy, moderately- to highly -permeable soils. Based on my observations, the site subsurface conditions are unsuitable for any onsite infiltration. Any water infiltrated into the Weathered Till will percolate downward to the Glacial Till, and then migrate downgradient to the neighboring properties. For the same reason, dispersion would not be acceptable. The glacial till soils are certainly good for foundation bearing. They will be moisture sensitive, so protecting the excavated footing surfaces with a thin layer of clean crushed rock would be prudent to protect them from disturbance during placement of forms and rebar. Let me know if you have any questions on this. Marc R. McGinnis, P.E. Geotech Consultants, Inc. 13256 N.E. 20th Street, No. 16 Bellevue, WA 98005 (425) 747-5618 (Office)/(425) 260-1116 (Mobile) Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text , table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by Geotech Consultants, Inc. and will serve as the official document of record. Copyright 2012 Geotech Consultants, Inc. All rights reserved. Pham Short Plat -Technical Information Report .J J Appendix B Proposed Drainage Plan The Concept Group Appendices SAPPHIRE ® Military Road South \CADD\Drawings\R15250—PS—PG1. dwg 00 10' BSBL PER EASEMENT LOT 3 (7,874 SQ. FT) resat 589"56'06"E 212.9 BSEu SEE NO:mISIE 8 589.56'06•E 155 EX. SEWER '0'0 EASEMENT ' 11A SEE'N6T55 i • LOT 2 (7,598 SQ. FT) 589"56'06'E 118.52' +N' 11 1 II 1 LOT 1 (7,240 SQ. FT) SEE NO SEE NOTE 6 5 D=3 5' 01.32 89.55'OJ 501+00 S. 135TH STREET R = 20'� V 1 20' INGRESS, EGRESS & UTILITY EASEMENT LOT 4 (7,495 SQ. FT) 1.0' THICKENED EDGE SEEN - - J D-2.5 \ ®SEE NOTE 5 1 50.00' 45 LF 12" DIP @ 1.0% SAWCUT & PATCHING PER DETAIL ON SHEET UT1 R=20 E7 STA 10+28,8, 8.5' RT INSTALL CB #1-TYPE 1 WITH VANED GRATE AND OIL/WATER SEPARATOR. SEE DETAILS 2, 3 & 4 ON SHEET DT1 502+00 CAUTION: CROSSING 2" MPE GAS LINE 503+00 1 20.0' RIGHT OF WAY S. 135TH STREET 10,1.11 VARIES EXISTING PAVEMENT 20.0' 15.0' 3.5' 1.0 FLOW LINE V?RTICAL SAWCUT - CROWN 4" CLASS A ASPHALT CONCRETE 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE S. 135TH STREET SECTION SCALE: NONE 81 LF 12" DIP @ 6.1 % 504400 STA 501+65.68, 18.0' RT INSTALL CB #2-TYPE 1 WITH VANED GRATE SEE DETAILS 3 & 4 ON SHEET DT1 SEE NOTE 4. 1.0' THICKENED EDGE 132 LF 12" DIP @ 5.9% STA 503+00, 17.5' RT INSTALL CB #3-TYPE 1 WITH VANED GRATE SEE DETAILS 3 & 4 ON SHEET DT1 SEE NOTE 4. N 390 380 360 350 340 330 EX. GROUND @ - \ROW CENTERLINE co O 0 0 wui oom 0 0 VO0, 5- -4- N ON NY, MMM II c'awW EX. GROUND @ RIGHT OF WAY CENTERLINE EX. 8" SEWER MAIN 01 O. O c7' th M'. c') EX. 2" MPE GAS LINE (DEPTH TO BE VARIFIED) 132 LF 12" DIP @ 5.9% 81 LF 12" DIP @ 6.1% 1- EX. 12" DIP O 01' I" h' N' O' co • Lc, 390 380 350 340 330 320 320 501+00 501+20 501+40 501+60 501+80 502+00 502+20 502+40 502+60 502+80 503+00 503+20 503+40 503+60 503+80 504+00 SUBGRADE SHALL BE COMPACTED 6" COMPACTED DEPTH z 0 U ce �J EXISTING GROUND CONSTRUCTION NOTES: 10 PROTECT EXISTING MAILBOX. 02 PROTECT EXISTING COMMUNICATION POLE. 03 SAWCUT AND CONSTRUCT PAVEMENT SECTION PER DETAIL THIS SHEET. ® INSTALL MAILBOX PER DETAIL ON SHEET DT1. Q CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER SECTION THIS SHEET AND PROFILE ON SHEET DT1. © INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. Q INSTALL 10 LF 6" ADS N12 STORM DRAIN STUB @ 1.00%. ® INSTALL 108 LF 6" ADS N12 STORM DRAIN TIGHTLINE @ 1.00%. 09 INSTALL 7 LF 6" ADS N12 STORM DRAIN STUB @ 1.00%. ® INSTALL 5 LF 6" ADS N12 STORM DRAIN STUB @ 1.00%. GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET DT1 FOR PRIVATE ROAD PROFILE AND DRAINAGE DETAIL. 3. SEE SHEET UT1 FOR UTILITY PLAN. 4. STAMP ASPHALT "NO DUMPING DRAINS TO STREAM". 5. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DT1. 6. INSTALL SAND/COMPOST MIXTURE (12"D X 5'W X 15'L) 7. INSTALL SAND/COMPOST MIXTURE (12"D X 5'W X 20'L) 8. INSTALL SAND/COMPOST MIXTURE (12"D X 5'W X 25'L) z 20.0' z J wl PVT. ACCESS ROAD ~ w 10.0' 10.0' Wa wl0 cc 1.0' 0- 2% 2" CLASS B ASPHALT CONCRETE FLOW LINE EXISTING GROUND HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CRUSHED SURFACING BASE COURSE TO 95% MAX. DENSITY PVT. ACCESS ROAD SECTION SCALE: NONE REFERENCE SHEET NO. PG1 SHEET 3 OF 5 SHEETS F- Q a co �Q•- < Q W Q CC = JCL < c 7 1. I- 1, 0 0 ILL 6 N N o 8 O Lk) Q J DESIGNED BY: S J m 4a CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION 0 0 z 1 inch = 20 ft. 1 inch = 10 ft. . J • r J J J Pham Short Plat -Technical Information Report Appendix C Erosion Control r ± The Concept Group Appendices • l .—t J 0 Ldj 2015 - 9:46pm 1 EX. GARAGE TO BE DEMOLISHED •w27A- 10' BSBL PER EASEMENT / / LOT 3 (7,874 SQ. FT) 589"56'O6T I55.)2' LOT 2 (7,598 SQ. FT) S89,6Y16'E 19852' EX. SHED TO BE DEMOLISHED 589"56'06T 212.91' EX. HOUSE TO BE DEMOLISHED LOT 1 (7,240 SQ. FT) --T—r EX. SEWER EASEMENT 5' UTILITY EASEMENT N89, '0 1913 ' � S. 135TH STREET EARTHWORK VOLUME ESTIMATES: INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET LOCATION CUT (CY) FILL (CY) SITE 30 5 CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT R=25' MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE 4" TO 8" QUARRY SPALLS NOTES: INSTALL SILT FENCE PER DETAIL THIS SHEET EX. TREE TO BE REMOVED (TYP) 20' INGRESS, EGRESS & UTILITY EASEMENT LOT4 m (7,495 SQ. FT) INSTALL INLET PROTECTION —PER DE CAILTHIS SHE ,I (TYP) VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 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 CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE TEMPORARY STOCKPILE COVER WITH PLASTIC 11 SD �D JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 1 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT D FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL NOTES: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE TOE IN SHEETING IN MINIMUM 4"X4" TRENCH CATCH BASIN r__ GRATE ♦ •j.L$. OVERFLOW FILTER MEDIA FOR DEWATERING SOLID W POROUS BOTTOM 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. 10.0' MAX. INLET PROTECTION DETAIL PER 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE O 0. * * � L� --) U O v PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED UNDISTURBED GROUND PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. EC1 SHEET 2 OF 5 SHEETS F— 0 (/) 0 0 J_ c0 CO o 0) J TESC PLAN AND DETAILS 82 L O 0 O g N N M 5 N 'es'▪ E 2 1 J DESIGNED BY: 2 1 J CHECKED BY: PROJ. MNGR: REVISION DESCRIPTION m 1 inch = 20 ft. ci ..J 6 _J 1 D.32 COVER MEASURES D.3.2.4 PLASTIC COVERING Code: PC Symbol: Purpose Plastic covering provides immediate. short -tens 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. Note: The relatively rapid breakdol171 of most polyethylene sheeting makes it unsuitable for long-term 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 and'or unstable slopes. Note: There have been many problems with plastic, usually attributable to poor installation and maintenance. H01 never, the material itself can cause problems, even when correctly installed and maintained, because it generates high -velocity runoff and breaks down quickly due to ultraviolet radiation. In addition, if the plastic is not completely removed, it can clog drainage system inlets and outlets. It is highly recommended that altertratives to plastic sheeting be used w1'heneyer possible and that its use be limited. Design and Installation Specifications 1. See Figure D.3.2.D for details. 2. Plastic sheeting shall have a minimum thickness of 0.06 millimeters. 3. If erosion at the toe of a slope is likely. a gravel berm, riprap. or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff FIGURE D.3.2.D PLASTIC COVERING TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED TOE IN SHEETING IN MINIMUM 4"X4" TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-17 • • • • .J . ,) • a , 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 and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as well as. constructed measures. such as silt fences. fiber rolls. sand/gravel barriers. brush or rock filters, triangular silt dikes and other methods. Dturin_ 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 catclunent is very small (see below). When to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: The above measures may be used interchangeably and are not the only perimeter protection measures available. If surface water is collected by an interceptor dike or sw,vale 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 boundary of a site. perimeter protection may be used as 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 Floupath Length 1.5H:IV or less 67% or less 100 feet 2H:1 V or less 50% a or less 115 feet 4H:1 V or less 25% or less 150 feet 6H:IV or less 16.7°-0 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 X X Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downslope of all disturbed areas. 2 Silt fence is not intended to treat concentrated flows, nor is it intended to treat substantial amounts of overland flow. Any concentrated floes 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. 1/9/2009 2009 Surface Water Design Manual — Appendix D D-30 �J . J 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 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-1 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. 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 perforrna nce warrants a stronger fence. 4. Where the fence is installed. the slope shall be no steeper than 2H: IV. 5. 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. Maintenance Standards 1. Any damage shall be repaired immediately. 2. 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 channelization of flows parallel to the fence. If this occurs. replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown. it shall be replaced. FIGURE D.3.3.A SILT FENCE JOINTS IN FILTER FAF3RIC SHALL BE SPLICED AT POSTS, USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. POST SPACING MAY BE INCREASED TO B' ,F WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FAF3RIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4'-1.5" WASHED GRAVEL,. 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 2009 Surface Water Design Manual — Appendix D D-31 1/9/2009 • J a J ▪ J . _J lJ ▪ -11 aJ r, • J �J D.3.4 TRAFFIC AREA STABILIZATION D.3.4.1 STABILIZED CONSTRUCTION ENTRANCE Code: CE Symbol: Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction 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 fiiel 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 canned 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 firm. 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. 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-39 / 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 COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 13 L <6 (r 1,1-k-ar RA .S J. 1k w� lo., for the purpose of application review, for the limited time necessary to com lete 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. ss EXECUTED at 2 -j \- ( -t_ (city), LYNN M. TILGER STATE OF WASHINGTON NOTARY PUBLIC MY COMMISSION EXPIRES 05-24-16 W A (state), on �/ 1 Z 20 1 MARK C. **Cr Pttos. thieirse. fin. 5setr. (Print Name) Cr tilrM»...,, Mtv'in ' "!v� ar P. a. 331 t0 , 504.14.4., 1,..t d► II; 17.3 (Address) CL ') 78Z.-$tVA (Phone cott..c. (Signature) On this day personally appeared before me M Q 14. C . Vo hr who executed the foregoing instrument and acknowledged that she signed the same a is}'her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS' 2 DAY OF Mardi . 20 l5 H:U,and Use Applications in PDF\Short Plat-Jan2011 for PDF fonnat.doc to me known to be the individual NOTA PUBLIC in and for the S e of Washington residingat_��eaFl��� �/�/A My Commission expires on Os/2 i-il zo 1 jo `JJ 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 1 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. I ��f'� 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice �j T Q, 7. If the project requires SEPA review or involves a short plat of 5 — 9 lots: Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). 8. If the project involves a short plat of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide .i 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: Nance, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. \)/ 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. H:Uand Use Applications in PDFShort Plat-Jan2011 for PDF format.doc 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. N/k 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. ✓ (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). ✓ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. ✓ (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). 1 (g) Dash in required setback distances from all parcel lot lines. 1 (h) Fire access lanes and turn-arounds per Fire Department standards. ✓ (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. ✓ (j) Locations of existing and proposed public street rights -of -way and private access easements. ✓ (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and '. xtent 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 14 / /� 111 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". /ilk (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). H:\Land Use Applications in PDF\Short Plat-Jan2011 for PDF format.doc Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning SENSITIVE AREAS PLAN: g/^ /X 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". NA (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. I1/411P( (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 he required for removal of any si ificant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: ✓ 17. (a) One set of all civil plans and analyses shall be stamped, signed and c. ;ted by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See http://www.tukwilawa.gov/pubwks/pwpermit.html for further information ✓ (c) Existing (dashed) and proposed (solid) topegraphy at 2' intervals (minimum 20 ft. beyond the property line). ✓ (d) Total expected cut and fill for plat buildout. ✓ (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas. telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to http://wvvw.tukwilawa.gov/pub‘vIvpennit.html. ✓ (g) Locate the nearest existing hydrant and all proposed hydrants. N/4 (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. ✓ (i) Plan, profile and cross-section for any right-of-way improvements. ✓ (j) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ✓ (I) Show proposed lot, tract and easement lines. H:U_and Use Applications in PDF\Short P1at-Jan2011 for PDF format.doc r CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 ter *98T PLAT i AR 202015 DLVELOPMLNT APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: File Number: I•• , 5 00 f Application Complete Date: Project File Number: .--n6 C r Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: SAPPHIRE SHORT PLAT BRIEF DESCRIPTION OF PROJECT: 4 LOTS SHORT PLAT. EXISTING HOUSE & SHED TO BE REMOVED ORIGINAL # OF LOTS: 1 PROPOSED # OF LOTS 4 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 13418 MILITARY ROAD SOUTH (INTERSECITON CORNER OF MILITARY RD S & S 135TH ST) LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 7346600116 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 Address: 5130 S. 166TH LANE, SEATAC WA 98188 Phone: (206) 229-6422 FAX: E-mail: PBG.ENGR@YAHOO.COM Signature: Date: 3// \\deptstore\City Common\Teri\Revisions In Progress\Short Plat-Jan20l ].docx T ) Ir TT TT 0 14-3 i SAPPHIRE SHORT PLAT TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee and Examined and approved Me day of 20 RECORDING NO. VOL./PAGE ,d4'e,A CITY OF TUKWILA FILE NO. L Us / City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431.3665 E-mall: tukplan(e)tukwlla.wa.ua - hereby certified for filing Assessor PORTION OF this day of 20 Deputy Aeassecr _ SE _1/4 of NE_) /4, S. _1 6 _ T. 23 N., R. 4 E., W.M. Chairperson, Short Subdivision Committee Aacwnt Number 7346603116 DECLARATION Know all men by these present that we, the undersigned, owners) in fee simple of the land herein descrbed 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 fling of a find plat. The undersigned furtherdesire this abort plat to be the graphic representation of sold short subdivision and the came is made with the free consent and h accordance with the desire of the ornar(s). IN 6I1NE55 WHEREOF we set our hoods and Beds NE corner Sec. 16, T23N, R4E, W.M. Found 3' brass disk EXISTING LEGAL DESCRIPTION in concrete in case PARCEL B OF CITY OF TUKWILA LOT UNE ADJUSTMENT (not visited this survey) RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: So. 128th Street TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY. WASHINGTON; TOGETHER WITH THE THAT PORTON OF VACATED MIUTARY ROAD SOUTH ADJOINING; Found brass tads in lead in concrete EXCEPT THE EAST 95.00 FEET THEREOF; in case - 2/18/15 g EXCEPT THE FOLLOWING DESCRIBED PARCEL; Found monument is 1.79' south of I Y� O the Intersection of So. 135th Street. THAT PORTION OF TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO Monument is based the based PRINCIPAL Donald F. Minns Revocable Living Trust Ohana Fin°nck0 Services Trustee STA1E OF ) . THE PT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING U COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF 1HE NORTHEAST lP/ QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED !v AS FOLLOWS: T �2 on on t the Plot of Riverton Acre Tracts, Vol. ri p 11, page 100. ro QI NI - E S881 IN BEGINNINMONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDSION; - THENCE NORTH 01'32'34' EAST 320.29 FEET, ALONG THE EAST UNE OF SAID N SUBDPASIONN TO THE CENTERUNE OF SOUTH 135THPLAT;So. STREET PER SAID ?'4. THENCE NORTH 89'55'03' WEST, ALONG SAID CENTERUNE, 815.08 FEET; THENCE 8, r NORTH 0015'2Y WEST 20.00 FEET TO THE INTERSECTION OF TIE WEST UNE OF N THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH m 135TH STREET; TIffNCE CONTINUING NORTH 001517' WEST 149.90 FEET TO THE NORTH UNE OF SAID LOT 1; THENCE NORTH 89'S6'OB' WEST 146.91 FEET TO THE 1RUE PONT OF BEGINNING; THENCE SOUTH 00'03'54' WEST 4.00 FEET; THENCE NORTH 89'58OG' WEST 21.00 FEET; THENCE NORTH 00'03'54' EAST 4.00 FEET; SURVEY NOTES: .2 f rg 'Fs 135th Street �W . o s' vmtA c E I`°'vr el. _ CONTROL 5 -..6 44 NOT TO SCALE 3• "' h v / ) SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY ENDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED AEXECUTE THE INSTRUMENT AND ACKTHE WLEDGED IT TO OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN 1HE INSTRUMENT. DATED THENCE SOUTH 89'56'06' EAST 21.00 FEET TO THE TRUE POINT OF BEGINNING; 1. Field data forthis survey was obtained by direct field East 1/4 comer Sec. 16, T23N, R4E, W.M. --� (ALSO BANG KNOWN AS PARCEL A. CITY QF TUK'MU SHORT PLAT NUMBER liner relationships care Angular measurements and Found 3' Dress disk in RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING measured with a _ COUNTY, WASHINGTON). N tronic measuring device, supplementedsteand 11 /1J/10 u p5 e..ntedtebysteel this survey masts r exceeds the standards contained in WAC EASEMENT AND RESTRICTIONS meet tope. Traverse methods used d contained (FROM CHICAGO TILE COMPANY OF WASHINGTON COMMITMENT NO. 332-130-090. 0026214-ETU, DATED October 9, 2014 at 0&00AM) 2. This survey has been prepared for the exclusive use 1. The property Is subject to Recording No.: 5813736 which is a 3 foot parties sto names appear hereon only, and does easement for the purpose of sewer line and sewer lino facilities. This Is not extend to arty unnamed third parties without shown on the drawing.express recertification by the land surveyor. 2. Recording No.: 20070206001109 Is on easement for utilities and BASIS OF BEARING vehlculr and pedestrian Ingres% egress anal access; This affects: 20 feet BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE adjoining the east line of said premises EAST 1/4 OF SECTION 16, 723N, R4E, W.M. AND THE 3. The property is subject to Rea No. 20090421000236, the effect, If NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS any, of underground agreement, waiver to under grounding ordinance. SHORN ALSO ON KING COUNTY RECORD OF SURVEY obligation for future under rounding. Including the terms and provisions 20050826900007. there( Recorded` April 21. 2009 REFERENCES 4. The property is ...bloc! to covenants. conditions restrictions, recitals reservatlon% easements, easement provisions, dedication% building setback Plat of Riverton Acre Tracts, Vol. 11/100 ' lines. notes and statements If ay, of City of Tukwla Short Plat Number RECORD OF SURVEY 20050828900007 L11-035 recorded under recording number 20120209900004 CITY OF 1UKWILA SHORT PLAT L11-035 ROS 31/195, ROS 90/58, ROS 182/119. ROS 106/171, ROS 136/22. ROS 121/26 SOUTH 133R0 STREET concrete in case t3 raVvv- D � .p SIGNATURE CF NOTARY PUBLIC NOTARY PUBUCTED NAME � TITLE EX MY APPOINTMENT EXPIRES State of Washington 9 County of APPROVALS KING COUNTY FINANCE DIVISION I certify that all property taxes srs paid and that a deposit has been made In sufficient amount to pay the taxes forme following year, that there are no delinquent special assessments canned to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other pubic use are paid In 809. This day of 20 S. w> k n = I VICINITY of Isl t /1 NOT TO SCALE 1 r\w 1n SOUIH 1351H $1REET _ ig County Treasurer Deputy King County 1 nearer `RECORDER'S CERTIFICATE .• §led for record this day of 20 at M ` .11n book. of at page at the request of -� Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroder registered as a land surveyor by the SUAVITY FOR: OWNER, Donald F. Minn. Revocable Living Trust Ohana Financial Services Trustee ADDRESS P.O. BOX 33710 SEATTLE, 981J3-07f0 ' \ "o� dA a bpls tie SCHROETER PROFESSIONAL PE Box 813, Selahu^st, EMAIL. SCFRDETERSURVEY2CO4CAST.NET ■ LAND SURVEYING ■ LAND SURVEYORS Washington 98062 (206) 242-6621 State of Washington, certify that this plat is based on on actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, haw been set and lot comers staked on the ground as depicted on the plot. OW. BY LAW DATE 3/17/15 DATE FIELD 3/16/15 JOB NO. 636/29 PROJECT N0.15017SP CIIKD. BY I SHEET 1 CIF 3 Z. /5 -00 k3 SAPPHIRE SHORT PLAT CITY OF TUKIMLA FILE NO. L City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431.3665 E-mail: tukplanl8itukwlla.wa.us NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT UNE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 CC PLATS, PAGE 100. IN KING COUNTY, WASHINGTON AND A PORTION CF VACATED MIUTARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0015'27. WEST 49.99 FEET; THENCE NORTH 8956'06' WEST 140.52 FEET TO THE EAST MARGIN OF MIUTARY ROAD SOUTH; THENCE SOUTH 082700' EAST, ALONG SAID EAST MARGIN. 50.50 FEET TO THE NCRTH MARGIN OF SAID SOUTH 135TH STREET; THENCE SOUTH 8935'03' EAST, AI_OHG SAID NORTH MARGIN, 141.32 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035. RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON); TOGETHER WITH AND SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UTIUTES EASEMENT KING COUNTY RECORDING NUMBER • AND TOGETHER WITH AND SUBJECT 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER • AND AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5813736. LOT 2 THAT PORTION OF PARCEL 8 OF CITY OF TUKINLA LOT UNE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON. BEING A PORTON OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTCN AND A PCNTICN OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135711 STREET; THENCE NORTH 8935'03' WEST, ALONG SAID NORTH MARGIN, 50.00 FEET; THENCE NORTH 0015'27' WEST 49.98 FEET TO THE TRUE POINT OF BEGINNING THENCE CCNTINUING NORTH 0015'27' WEST 49.95 FEET; THENCE NORTH 89'56'06' NEST 155.72 FEET TO THE EAST MARGIN OF MIUTARY ROAD SOUTH; THENCE SOUTH 0827'00' EAST, ALONG SAID EAST MARGIN. 50.5) FEET; THENCE SOUTH 8936'06' EAST 148.52 FEET TO THE TRUE PONT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY. WASHINGTON); TOGETHER WITH AND SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UNITES EASEMENT KING COUNTY RECORDING NUMBER • AND TOGETHER NTH AND SUBJECT 5 FOOT UTWJTIES EASEMENT KING COUNTY RECORDING NUMBER • AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEVER EASEMENT PER KING COUNTY RECORGNC NUMBER 5813736. LOT 3 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT UNE ADJUSTMENT REGORGED UNDER KING COUNTY RECCROING NUMBER RECORDS OF KING COUNTY, WASHINGTON. BEING A PORTON OF LOT 1, BLOW 4, RIVERTON ACRE TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 100, IN KING COUNTY, WASHINGTON AND A PORTION OF VACATED MUTARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B. BONG ON THE NORTH MARGIN OF SOUTH 1351H STREET; THENCE NORTH 8935'03' NEST, ALONG SAID NORTH MARGIN, 50.00 FEET; THENCE NORTH 001527. WEST 99.93 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING NORTH 0015'27* NEST 49.95 FEET TO THE NORTH UNE OF SAID PARCEL B; THENCE NORTH 8956'06' NEST, ALONG SAID NORTH UNE, 98.91 FEET; THENCE SOUTH 0003'54' NEST 4.00 FEET; THENCE NORTH 89'56'06' WEST 21.00 FEET; THENCE NORTH 0003'54' EAST 4.00 FEET THENCE NORTH 89'56'06' NEST 45.00 FEET TO THE EAST MARGIN OF SAID MIUTARY ROAD SOUTH; THENCE SOUTH 0E'27.00' EAST, ALONG SAID EAST MARGIN, 50.51 FEET; THENCE SOUTH 8936'06' EAST 155.72 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BONG KNOWN AS A PORTION OF PARCEL A, OTT OF TVKNI1A SHORT PLAT NUMBER L11-035, RECORDED UNOER 6.,, RECORDING NUMBER 20120209900004, N KING COUNTY, WASHINGTON); 2 TOGETHER 1VTH A 20 FOOT INGRESS, EGRESS AND UTUTIES EASEMENT KING COUNTY RECORDING NUMBER AND TOGETHER WITH 3 FOOT UTNJT1ES EASEMENT KING COUNTY RECORDING NUMBER • AND AND TOGETHER NTH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5613736. 717 RECORDING NO. VOL./PAGE PORTION OF SE 1/4 of NE 1/4, 5.16 T.23N., R.4E., W.M. LOT 4 THAT PORTION OF PARCEL B OF CITY OP TUKWILA LOT UNE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON. BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, 00500BED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 0015'27' WEST 149.90 FEET TO THE NORTH UNE OF SAID PARCEL B; THENCE NORTH 89456'06' WEST. ALONG THE NORTH LINE OF SAID PARCEL B, 50.00 FEET; THENCE SOUTH 001517' EAST 149.88 FEET, TO THE NORTH MARGIN OF SAID S0U1H 135TH STREET; THENCE SOUTH 8935'03' EAST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF 1UK11LA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). 20' INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER THAT POR1014 OF PARCEL B OF OTT OF 1UKI8LA LOT UNE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON. BEING A PORTION OF LOT 1. BLOCK 4, FIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 100, IN KING COUNTY. DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B. BEING ON THE NORTH MARGIN OF SOUTH 1351H STREET; THENCE NORTH 8935'03' WEST 45.00 FEET' TO THE TRUE PONT OF BEGINNING; THENCE NORTH 26'45'16' NEST 11.21 FEET; THENCE NORTH 0015'27' VEST 89.93 FEET; THENCE NORTH 89'56'06' WEST 20.00 FEET; THENCE SOUTH 001527' EAST 59.93 FEET; THENCE SOUTH 2622'31' NEST 11.15 FEET TO THE NORTH MARGIN 0- SOUTH 135TH STREET; THENCE SOUTH 8955.03' EAST, ALONG SAID NORTH MARGIN, 30.00 FEET TO THE TRUE PONT OF BEGINNING; (ALSO BEING KNOWN AS A POR710N OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035. RECORDED UNDER RECORDING NUMBER 20120209900004. IN KING COUNTY, WASHINGTON). 5' UTILITY EASEMENT KING COUNTY RECORDING NUMBER THAT PORTION OF PARCEL 8 OF 0TY OF 1UK11LA LOT UNE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASHINGTON, BONG A PORTION OF LOT 1, BLOCK 4. RIVERTCN ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED N VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B. BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 8935'03' WEST 75.00 FELT TO THE TRUE PONT OF BEGINNING THENCE NORTH 0015'27' NEST 99.93 FEET; THENCE SOUTH 8936'06' EAST 5.00 FEET; THENCE SOUTH 0015'27' EAST 89.93 FEET; THENCE SOUTH 2622'31' WEST 11.15 FEET TO THE NORTH LINE OF SAID SOUTH 135111 STREET AND THE TRUE POINT OF BEGNNING RECORDER'S CERTIFICATE filed for record this day of 20 at. M in book. of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE L Richard L. SWoeter registered as o land surveyor by the State of Wash gton, certify that this plot Is based on an actual survey of the land dsecrbed herein. conducted by me or under my supervtalan; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date. have been set and lot caner. staked on the ground as depicted an the plat. SURVEY FOR: OWNER: Donald F. Minns Revocable Living Trust China Financlal Services Trustee ADDRESS: P.O. BOX 33710 SEATTLE. 98133-0710 SCHROETERZLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA, Box 813, seohurst, Vesllkpton 98062 f206> 242-6621 fAX Q06)E43-9679 DWN. BY LAW DAZE 3/17/15 J08 NO. 636/29 DATE FIELD 3/16/15 PROJECT N0. 15017S1 CHM. BY SHEET 2 3 OF L / 5 -ao, TI T T>r SAPPHIRE SHORT PLAT CITY OF TUKWILA FILE NO. L City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E•ma9: tukplan)9tukwlla.wa.us LEGEND Concrete Monument in Cose O Set rebor w/cop /23804 • Found pipe or mbar ( Hydrant DETAIL: EASEMENTS SCALE 1' - 20' NORTH UNE TRACT 1 ANO PARCEL B, TUKMIU LOT UNE ADJUSTMENT N89'5503'W ORTH MARGIN SOUTH 1351H POINT OF BEGINNING OF LEGAL DESCRIPTIONS SOUTHEAST CORNER PARCEL B, 1UKWLA LOT UNE ADJUSTMENT FULL PARCEL AREA BEFORE SHORT PLAT 30,206 sf ± 30' 3O li;C existing fire hydrant 2 3489'56'06'W 4s m' _dm01111II111o11l)e._ NORTH GRAPHIC SCALE 10 A Existing carport (Mran ) 1 Inch -20 I N89'56'08'W RECORDING N0. VOL./PAGE PORTION OF SE 1/4 of NE 1/4, S.16 T.23N., R.4E., W.M. --11 N89'5606'W N00'03'54'F MTh Op'Q3'S4'W 4.00' LOT 3 4.00 (7,874 sf t) 5' BSBL (PARCEL B TUK LLA Existing gamge TO BE REMOVED shed TO REMOVED N8918'06'W 155.72 i ' 5 BS% 5 UUIIty Eoeernent--I—L Recording Number 1 � I- !t _ 5, -- -'— N89'56. YI — 11 —'-- 148.5 —,-- ' s eser: F(P ARCEL A, TUK SP L11-035 LOT 2 (7,598 sf f) Ex. House .13418 TO BE REAMED KC .20120209900004) 1,81 LOT 1 (7,240 t)NGRESS, EQiESS R I °I 20' Imiry EASEMENT RECORDING NUMBER —.—�0BSBL .--.-- �/ 5119'55'03'E 141.32' Ri�FR�o�gCRF North fine of Tract 1 I ti 50.00 —itY '—j w 1v.n l Fit � gj I�3 l' a;LOT4 Im (7,494 3) 4AI L — N89 55'03'W 50.00' VOR9 1/4 00 rPCINT CF SO CF CPoPPTIONS SOUTHEAASTLEGAL DESCORNER PARCEL 8. 1UK91LA LOT UNE ADJUSTMENT So. 135th Street N8935'03'W RECORDER'S CERTIFICATE f9ed for record this. day of 20 at. M i1 bock. of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE I, Ricked L. Schroeter registered as a land surveyor by the State of Waehington, certify that till. plat is based an an actual survey of the land described herein. conducted by me or under my supervision; that the distances, courses and angles are 'holm thereon correctly. and that monuments other than those monuments approved for setting of a later date, have been set and lot comes stoked on the ground as depicted on the plot. SURVEY FOR: OWNER Donald F. Minns Revocable Living Trust Ohana Flnanxbl Services Trustee ADDRESS P.O. BOX 33710 SEATTLE. 98133-0710 PHONE: 206-782-1189 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P8 Pox 013, feshv-et, WWlptan 9806a MOO 242- 621 FAX 306X43-9679 OWN. BY LAW DATE 3/17/15 DATE FIELD 3/16/15 JOB NO. 638/29 PROJECT N0. 15017SP *0RD. BY SHEET 3 3 OF SAPPHIRE SHORT PLAT-- ruKVxIILASHORTSUBDlVIS101VCCMMITTEEAPPROVAL CITY OF TUKWILA FILE( NO. L I - 0013 R viewed and approved by the Short Subdivision Committee and City of Tukwila ereby certified for filing Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 431-3665 E-mail: tukplanttukwlla.wa.us this day of ,20 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 set our hands and seals: PRINCIPAL Donald F. Minns Revocable Living Trust 0hana Financial Services Trustee Chairperson, Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this day of 20 Assessor Deputy Assessor Account Number 7346600116 RECORDING NO. VOL /PAGE. PORTION OF _SE _1/4 of _NE_1/4, S._16 _ T. 23 N., R. 4 _E., W.M. STATE OF ) ) SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF _ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES State of Washington County of APPROVALS 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 paid In full. This day of . 20 King County Treasurer Deputy King County Treasurer EXISTING LEGAL DESCRIPTION PARCEL B OF CITY OF TUKWILA LOT LINE ADJUS ENT _ L I S - 0012 12 RECORDED UNDER KING COUNTY RECORDING NU OF KING COUNTY, WASHINGTON, MORE PARTICULA RECORD$ BED _AS_ _FOLLOWS:---1 TRACT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS; PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH THE THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING; EXCEPT THE EAST 95.00 FEET THEREOF; EXCEPT THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF TRACT 1. BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, BEING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 01'32'34" EAST 320.29 FEET, ALONG THE EAST LINE OF SAID SUBDIVISION TO THE CENTERLINE OF SOUTH 135TH STREET PER SAID PLAT; THENCE NORTH 89'55'03" WEST, ALONG SAID CENTERLINE, 615.08 FEET; THENCE NORTH 00'15'27" WEST 20.00 FEET TO THE INTERSECTION OF THE WEST LINE OF THE EAST 95.00 FEET OF SAID TRACT 1 AND THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE CONTINUING NORTH 00'15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID LOT 1; THENCE NORTH 89'56'06' WEST 146.91 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00'03'54" WEST 4.00 FEET; THENCE NORTH 89'56'06" WEST 21.00 FEET; THENCE NORTH 00'03'54" EAST 4.00 FEET; THENCE SOUTH 89'56'06" EAST 21.00 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). EASEMENT AN-D- RESTRICTIONS - (FROM CHICAGO TITLE COMPANY OF WASHINGTON COMMITMENT NO. 0026214-ETU, DATED October 9, 2014 at 08:OOAM) 1. The property is subject to Recording No.: 5813736 which is a 3 foot easement for the purpose of sewer line and sewer line facilities. This is shown on the drawing. 2. Recording No.: 20070206001109 is an easement for utilities and vehicular and pedestrian ingress, egress and access; This affects: 20 feet adjoining the east line of said premises 3. The property is subject to Rec. No. 20090421000236, the' effect, if any, of underground agreement, waiver to under grounding ordinance, obligation for future under grounding, including the term and provisions thereof Recorded: April 21, 2009 4. The property is subject to covenants, conditions, restrictions, recitals, reservations, easements, easement provisions, dedications, building setback lines, notes and statements, if any, of City of Tukwila Short Plat Number L11-035_ recorded under. recording number, 20120209900004 SURVEY NOTES: 0 0 O.° 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. BASIS OF BEARING BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE EAST 1/4 OF SECTION 16, T23N, R4E, W.M. AND THE NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS SHOWN ALSO ON KING COUNTY RECORD OF SURVEY 20050826900007. REFERENCES Plat of Riverton Acre Tracts, Vol. 11/100 RECORD OF SURVEY 20050826900007 CITY OF TUKWILA SHORT PLAT L11-035 ROS 31/195, ROS 90/58. ROS 162/119, ROS 106/171, ROS 136/22, ROS 121/26 VICINITY NOT TO SCALE NE corner Sec. 16, T23N, R4E, W.M. Found 3" brass disk in concrete in case (not visited this survey) So. 728th Street Found brass tack in leod in concrete in case - 2/18/15 Found monument is 1.79' south of the intersection of So. 135th Street. Monument is based on the based on the Plat of Riverton Acre Tracts, Vol. 11, page 100. S89'55'03"E 615.08' So. 735th Street CONTROL NOT TO SCALE East 1/4 corner Sec. 16, T23N, R4E, W.M. Found 3" brass disk in concrete in case 11/13/10 SOUTH 133RD STREET RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR S CERTIFICATE 1, Richard L Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an - actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. SURVEY FOR: OWNER: Donald F. Minns Revocable Living Trust Ghana Financial Services Trustee ADDRESS: P.O. BOX 33710 SEATTLE, 98133-0710 ho n2 6 (o- -I BZ - I t S9 L scrP of eA4w, .IbazAa.�. SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.D. Box 813, Seahurst, Washington 98062 (206) 242-6621 EMAIL' SCHRDETERSURVEY@CDMCAST,NET DWN. BY LAW DATE 3/17/15 DATE FIELD 3/16/15 JOB NO. 636/29 PROJECT NO.15017SP CHKD. BY SHEET 1 OF 3 RECORDING NO.: VOL./PAGE SAPPHIRE SHORT PLAT CITY OF TUKWILA FILE NO. L City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 431-3665 E-mail: tukplan@tukwfa.wa.ua NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMENT I _°o«, R�E ORDED UNDER KING COUNTY RECORDING NUMBER _ RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'15'27" WEST 49.98 FEET; THENCE NORTH 89'56'06" WEST 148.52 FEET TO THE EAST MARGIN OF MILITARY ROAD SOUTH; THENCE SOUTH 08'27'00" EAST, ALONG SAID EAST MARGIN, 50.50 FEET TO THE NORTH MARGIN OF SAID SOUTH 135TH STREET; THENCE SOUTH 89'55'03" EAST, ALONG SAID NORTH MARGIN, 141.32 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY .OF TUKWILA SHORT PLAT NUMBER, L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON); TOGETHER WITH AND SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER AND TOGETHER WITH AND SUBJECT 5 FOOT UTILITIES. EASEMENT KING- COUNTY RECORDING NUMBER. • AND AND TOGETHER. WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASFMENT PER KING COUNTY RECORDING NUMBER 5813736. LOT 2 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMEN LIS !Z CORDED UNDER KING COUNTY RECORDING NUMBER _, RECORDS OF KING COUNTY, WASH! 0-TOR;' RTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST, ALONG SAID NORTH MARGIN, 50.00 FEET; THENCE NORTH 0015'27" WEST 49.98 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00'15'27" WEST 49.95 FEET; THENCE NORTH 89'56'06" WEST 155.72 FEET TO THE EAST MARGIN OF MILITARY ROAD SOUTH; THENCE SOUTH 08'27'00" EAST, ALONG SAID EAST MARGIN, 50.51 FEE i; THENCE SOUTH 89'56'06" EAST 148.52 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035; RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON); TOGETHER WITH AND SUBJECT TO A 20 FOOT INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER AND TOGETHER WITH AND SUBJECT 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER ______; AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5813736. LOT 3 THAT PORTION OF PARCEL 8 OF CITY OF TUKWILA LOT LINE ADJUSTMENT IS-O Z. CORDED UNDER KING COUNTY RECORDING NUMBER RECORDS OF KING COUNTY, WASRINGTOk-BEING PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON AND A PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST, ALONG SAID NORTH_ MARGIN, 50.00 FEET; THENCE NORTH 0015'27" WEST 99.93 FEET TO•THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00'15'27" WEST 49.95 FEET TO THE NORTH LINE OF SAID PARCEL B; THENCE NORTH 89'56'06" WEST, ALONG SAID NORTH LINE, 96.91 FEET; THENCE SOUTH 00'03'54" WEST 4.00 FEET; THENCE NORTH 89'56'06" WEST 21.00 FEET; THENCE NORTH 00'03'54" EAST 4.00 FEET; THENCE NORTH 89'56'06" WEST 45.00 FEET TO THE EAST MARGIN OF SAID MILITARY ROAD SOUTH; THENCE SOUTH 08'27'00" EAST, ALONG SAID EAST MARGIN, 50.51 FEET; THENCE SOUTH 89'56'06" EAST 155.72 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON); TOGETHER WITH A 20 FOOT INGRESS; EGRESS AND UTILITIES. EASEMENT KING COUNTY RECORDING NUMBER ___ AND TOGETHER WITH 5 FOOT UTILITIES EASEMENT KING COUNTY RECORDING NUMBER • AND AND TOGETHER WITH AND SUBJECT TO A 3 FOOT SANITARY SEWER EASEMENT PER KING COUNTY RECORDING NUMBER 5813736. PORTION OF SE 1/4 of NE 1/4, S.16 T.23N., R.4E., W.M. LOT4 THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTM RECORDED UNDER KING COUNTY RECORDING NUMBER ____ ___T, RECO COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 00'15'27" WEST 149.90 FEET TO THE NORTH LINE OF SAID PARCEL B; THENCE NORTH 89'56'06" WEST, ALONG THE NORTH LINE OF SAID PARCEL B, 50.00 FEET; THENCE SOUTH 00'15'27" EAST 149.88 FEET, TO THE NORTH MARGIN OF SAID SOUTH 135TH STREET; THENCE SOUTH 89'55'03" EAST, ALONG SAID NORTH MARGIN, 50.00 FEET TO THE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035,' RECORDED UNDER RECORDING- NUMBER 20T20209900004, IN KING COUNTY; WASHINGTON). L15-002 20' INGRESS, EGRESS AND UTILITIES EASEMENT KING COUNTY RECORDING NUMBER THAT PORTION PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTME(IT L fs_°°12 , RECORDED.. UNDER. KING COUNTY. RECORDING NUMBER. RDS-0E-X COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE NORTH 89'55'03" WEST 45.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 26'45'16" WEST 11.21 FEET; THENCE NORTH 00'15'27" WEST 89.93 FEET; THENCE NORTH 89'56'06" WEST 20.00 FEET; THENCE SOUTH 00'15'27" EAST 89.93 FEET; THENCE SOUTH 26'22'31" WEST 11.15 FEET TO THE NORTH MARGIN OF SOUTH 135TH STREET; THENCE SOUTH 89'55'03" EAST, ALONG SAID NORTH MARGIN, 30.00 FEET TO THE TRUE POINT OF BEGINNING; (ALSO BEING KNOWN AS A PORTION OF PARCEL A, CITY OF TUKWILA SHORT PLAT NUMBER L11-035, RECORDED UNDER RECORDING NUMBER 20120209900004, IN KING COUNTY, WASHINGTON). 5' UTILITY EASEMENT KING COUNTY RECORDING NUMBER THAT PORTION OF PARCEL B OF CITY OF TUKWILA LOT LINE ADJUSTMEN RECORDED UNDER KING COUNTY RECORDING NUMBER , RECORDS & RTNG/ COUNTY, WASHINGTON, BEING A PORTION OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL B, BEING ON THE NORTH MARGIN OF SOU.TH..135.TH STREET;.- THENCE NORTH. 89'55'03" WEST .75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'15'27" WEST 99.93 FEET; THENCE SOUTH 89'56'06" EAST 5.00 FEET; THENCE SOUTH 00'15'27" EAST 89.93 FEET; THENCE SOUTH 26'22'31" WEST 11.15 FEET TO THE NORTH UNE OF SAID SOUTH 135TH STREET AND THE TRUE POINT OF BEGINNING; RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE 1, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distonces, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. SURVEY FOR: OWNER: Donald F. Minns Revocable Living Trust Ohana Financial Services Trustee ADDRESS: P.O. BOX 33710 SEATTLE, 98133-0710 \ :&1 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062. (206) 242-6621. FAX. (206)243-9679 DWN. BY LAW DATE 3/17/15 DATE FIELD 3/16/15 JOB NO. 636/29 PROJECT NO. 15017SP CHKD. BY SHEET 2 3 OF SAPPHIRE SHORT PLAT CITY OF TUKWILA FILE V O. L 15- City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan(itukwlla.wa.ua O LEGEND Concrete Monument in Case Set rebar w/cap #23604 Found pipe or rebar Hydrant DETAIL: EASEMENTS SCALE: 1" = 20' NORTH LINE TRACT 1 AND PARCEL B; TUKWILA LOT LINE ADJUSTMENT LOT LOT 3 N89'56'06"W (1)4 2 rtr\ 0 ,„ 3cz CD -= 0 10• O Om N (A — 0 0 0. 0 LOT 1 S26'22'31 "W 11.15' W 0 ()o CD m p* �CD cog 0 W N a) Z7 N 0 O 0 Z O O z M DTT 0 OW 0,0 (n co cm C V cc xi 70 VI 1N3W3Sd3 JJ ll1fl LOT 4 � 26'45'16"W f .21' \�i/_ 30.O01 \r_ 45.00' 1 C 75.00' N89'55'03"W NORTH MARGIN SOUTH 135TH STREET POINT OF BEGINNING OF LEGAL DESCRIPTIONS SOUTHEAST CORNER PARCEL B, TUKWILA LOT LINE ADJUSTMENT _____ _ r FULL PARCEL AREA BEFORE SHORT PLAT = 30,206 sf t 30' 3D. Wg existing fire hydrant 01 0 m 2 N89'56'06"W 5 Dr' 20 NORTH 10 GRAPHIC SCALE 40 40 Existing carport — CO Sm N89 56'06"W --L' _I- m� 5 BSBL - N00'03' 4 00` I 10 BSBL—$Q0''93'S4"W LOT 3 IW (7,874 sf ±) (INFO) 1 inch = 20 ft. TL r..134'Gb0"°11, N89'56'06"W L 5' BSBL N89'56'06"W 155.72' 5 BSBL LOT 2 7(7,598 sf i)- -N\ (PARC:. B TUK LLA. i-- l f, - b04't) 5' BSBL N89'56'06"W 96.91' Existing garage TO. BE REMOVED shed TO BE REMOVED 10 5' Utility Easement -.-- Recording Number 01 (C_an1 Ex, House 13;13 TO BE REMOVED RECORDING NO:. VOL./PAGE PORTION OF SE 1/4 of NE 1/4, S.16 T.23N., R.4E., W.M. O \ BSBL (PARCEL A, TUK SP L11-035 KC #20120209900004) LOT 1 (7,240 f) 148.52' 10 20' INGRESS, EGRESS & UTILITY EASEMENT RECORDING NUMBER S89'55'03"E 141.32' 14z./??-12„,„ -rt. .';4'6 v c2(Zr ,. North line of -Tract 1 ied 50.00' (7,494 *) 20' BSBL N 89'55'03"W 50.00' Vo C719 L, /'00 l v1...734-(r4o-oftlj N 1 m 0 m NOI1d30X3 100J S6 1SV3 3H1 POINT OF BEGINNING OF LEGAL DESCRIPTIONS SOUTHEAST CORNER PARCEL B, TUKWILA tOTt1NE ADJUSTMENT'L 15 - oo(m," 0 RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify- that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground as depicted on the plot. So. 7J5th Street N89'55'03"W SURVEY FOR: OWNER: Donald F. Minns Revocable Living Trust Ghana Financial Services Trustee ADDRESS: P.O. BOX 33710 SEATTLE, 98133-0710 PHONE: 206-782-1189 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS' P.O. Box. 813,.Seahurst, Washington 98062 (206> 242-6621 FAX (206)243-9679 OWN. BY LAW DATE 3/17/15 DATE FIELD 3/16/15 JOB NO. 636/29 PROJECT NO. 15017SP CHKD. BY SHEET 3 3 OF 0 SAPPHIRE SHORT PLAT 1WWHEN ACTITY ISORI( IINIVRIGHTATTEFNDED,INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND CAY AND EVENING PHONE NUMBERS. TMC 11.08.140 13418 MILITARY ROAD SOUTH TUKWILA WA 98168 GENERAL NOTES: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC 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 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 PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHAL L BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAND 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. 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. Y 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 ''JT 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. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICALE 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. LEGAL DESCRIPTION LOT 1, BLOCK 4, RIVERTON ACRE TRACT, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINTON, TOGETHER WITH THAT PORTION OF VACATED MILITARY ROAD SOUTH ADJOINING, EXCEPT THE EAST 95.00 FEET THEREOF. TAX PARCEL NUMBER 7346600116 UTILmES 4. 5. 6. 7. 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, 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 FIRE STATIONS, F:RE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 MAINTAIN ACCESS TO PROPERTY ADJCINING EXCAVATION OR SITE WORK. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR. SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11. 8.210 9. INSTALL TEMPORAR f SIDEWALK OR C' 11-;.5 RAMP IF PERMANENT IS BLOCKED. TMC 11.06.220 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 S TOCKFLLE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES ANC DESIGN AND CONSTRUCTION STANDARDS. AND THE CURRENT KING COUNTY SURFAC2 WATER DESIGN MANUAL, UNLESS 0THERWISE AP''.UVED. _. MARK ALL STORM DRAIN INLETS WITH "C'. 1P NO WASTE" AND EITHER "DRAINS TO STREAMS', "DRAINS TO WETLANDS", OR "DRA.INS TO GNOUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL 3E OF 3UFr IC:ENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO -I;-:E BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH TH 1 INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONS 'MUG? :i.0 ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON T1 E APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE WIRE OR OTHER DETECTION DEVICE AND MAR1: S TUB -OUT LOCATION WITH A 5-FOOT 2" X 4" STAKE. BURIED 4-FOCT AND LABELED "STORM" I'• "GRAIN". PAVEMENT RESTORATION: 1. COMPACT BACKFILL TO COMPACI10'1 CF'1NDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT' TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE : CURED. A. EXCEPT FOR WINTER OR OTHER VJE \THER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESLIFFAUNG, .)R FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CA LENDAR DAYS. B. FOR WORK PREVENTED DUE TO WE!,1HER: 1. PROVIDE A TEMPORAR r' PATCI-:. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTICN AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. VERTICAL DATUM BASIS OF ELEVATION IS CITY OF SEATAC HORIZONTAL CONTROL #3457; TACK IN LEAD IN CONCRETE MONUMENT 1N CASE AT THE INTERSECTION OF S. 136TH ST & 32ND AV: ELEVATION = 340.66 FEET (NAVD88) 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, SEATTLE CITY LIGHT 700 FIFTH AVENUE, SUITE 3300 SEATTLE, WA 98124 (206)386-4200 GAS, PUGET SOUND ENERGY 1-888-321-7779 DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE PROJECT SITE 5 .. rn S 133RD ST S 135TH ST S 136TH ST S 137TH ST 34TH AVE S VICINITY MAP NTS RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN W11 H NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONS1RUCT SEDIMENT PONDS AND TRAPS. 8. GRACE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER AI.L AREAS THAT WIL L BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON CR TWO DAYS DURING 1HE WET SEASON WITH STRAW, WOOD FIBER MULCH. COMPOST, ELASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOO ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 cv EC' PG1 UTl DTI CONTACTS COVER SHEET AND NOTES TESC PLAN AND DETAILS ROADWAY / DRAINAGE PLAN AND SECTIONS UTILITY PLAN SITE DETAILS TELEPHONE: CABLE, CENTURYLINK COMCAST 1-800-475-7526 1-866-771-2281 OWNER TROY SCHMEIL CALLIDUS DEVELOPMENT INC. 16834 SE -I3RD STREET ISSAQUAIi, WA 98027 (206) 954-4945 CIVIL ENGINEER, PBG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR: SCHROETER LAND SURVEYING P.O. BOX 813 SEAHURST, WA 98062 (206) 242-6621 CONTACT: RICHARD SCHROETER, P.L.S. REFERENCE SHEET NO. CV SHEET 1 OF 5 SHEETS 0 co < cO 0�/ Q IL >- Q Q _ J Y 00 LLI 0 LLI N 0 (N LEGEND PROPERTY LINE ADJACENT PROPERTY LINE - - - ROW CENTERLINE ROW LINE - - - - - - BSBL W S D PROPOSED WATER SERVICE LINE PROPOSED SIDE SEWER LINE PROPOSED STORM DRAINAGE LINE -111-o-0-0- SILT FENCE INLET PROTECTION PERVIOUS ASPHALT PAVEMENT CEMENT CONCRETE PAVEMENT 0 0 tf) 8 11) E REVISION DESCRIPTION coI 1 0 0 z ± H- E a 95.00 --q0-.&$@L PER_....-_.(7,874 SQ. FT) EASEMENT._ a EX. GARAGE TO BE DEMOLISHED i LOT 3.. 589"5656"E 155J2' LOT 2 (7,598 5Q. FT) 589°5686"E 118.52 TO BE DEMOLISHED I II EX. HOUSE TO BE DEMOLISHED LOT1 (7,240 SQ. FT) i� 589°5656"E 211.91' 5' UTILITY EASEMENT S. 135TH 'STREET EARTHWORK VOLUME ESTIMATES: N • : 111 n•, 1 .L INSTALL SILT FENCE PER DETAIL THIS SHEET (TYP) EX. SEWER EASEMENT / INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET LOCATION CUT (CY) FILL (CY) SITE 30 5 CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT R=25' MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE ck 4" TO 8" QUARRY SPALLS EX. TREE TO BE REM6VED (TYP) 20' INGRESS, EGRESS & UTILITY EASEMENT LOT 4 (7,495 SQ. FT) `• TEMPORARY STOCKPILE COVE4 WITH PLASTIC I,I / i 5t-- `INSTALL INLET PROTECTION 'PER DETAIL THIS SHEET1 TYP VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA NOTES 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 CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE PARC .—L 3 1 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. FILTER FABRIC i1 v I I POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL NOTES FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE TOE li. SHEETING IN MINIMUM 4"X4" TRENCH CATCH BASIN GRATE \„,/ \/i \\ /. \\/ \/ %// ,,\/ \\ \/ . /\i• ' BLS /\\\// \/� // /\/ /\/. OVERFLOW FILTER MEDIA FOR DEWATERING SOLID W POROUS BOTTOM 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. 10.0' MAX PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED UNDISTURBED GROUND INLET PROTECTION DETAIL PER 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. EC1 SHEET 2 OF 5 SHEETS J 0'^ CO a VJ O c 2 Q LU <ct J_ = - J Y < c co TESC PLAN AND DETAILS w LA N O O N N rh d J w 0 a x J x x x m ti w U z z a r2 z 0 w 1 inch = 20 ft. 1 - _- 1,V 45.00 EASEMENT., 589.5606T 212.91' .7231 LOT 3_ (7,874 5Q. FT) 91' 5•989 -I SEE NOTE I • EX:"SEWER EASEMENT m' 589.5606'E 155.7? LOT 2 (7,598 $Q. FT) NOM 589°5606 148.5 SEE N(311 69 0,1 LOT 1 (7,240 SQ. FT) SEE Ng SEE NOTE1G- 141.32' _.-N89.53'831 c tr 5 00 " 135TH STREET 390 - 1V I D=3.5' • 20' V�.• 45LF12"DIP @1.0% SAWCUT & PATCHING PER DETAIL ON SHEET UT1 380 `.......................... 370 360 • 350 340................................. .: EX 8 SEWER MAI1l • 320 501+00 501+20 • -20' INGRESS„EGRES & '. UTILITY EASEMENT LOT 4 `• (7,495 SQ. FT) 1.0' TFNC0ENED D72.5' ,-SEE NOTE5 1 50.00 R = 20' SEE _J 1 PARCEL 0 EI•• 1 STA 10+280, 3.5' RT INSTALL CS; #1-TYPE 1 WITH VANED GRATE AND OILAVTER SEPARATOR. SEE DETAILS 2, 3 & 4 ON SHEET DT1 502+00 \--CAIJ1lON:Y;ROS3ING 2" MOE GAS L!^1'-- 503+00 STA 501+65.68, 18.0' RT INSTALL CB #2-TYPE 1 WITH VANED GRATE SEE DETAILS 3 & 4 ON SHEET DT1 SEE NOTE 4. • 46 :12"0)001:0%•• EX:c GRO•,ND @.• !ROW,CENTFRLINE sl L-1.0' THICKENED ECGO 132 LF 12" DIP @ 5.9% :: •! (DEP.TH'TO BE'VARIFIED) i:1:32.LF:.12°.:DIP;.@.5 • • M! 501+40 501+60 501+80 502+00 502+20 502+40 502+60 502+80 zwl o' 20.0' RIGHT OF WAY S. 135TH STREET 20.0' VARIES L / L EXISTING PAVEMENT 15.0' 3.5' 1.0' FLOW LINE TICAL SAWCUT CROWN 4" CLASS A ASPHALT CONCRETE 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE S.135TH STREET SECTION SCALE:,NONE J ✓ 81LF12"DIP@6.1 -STA 502+00,.17.5' RT INSTALL CB #3-TYPE 1 WITH VANED GRATE SEE DETAILS 3 & 4 ON SHEET DT1 SEF. NOTE 4. 81: LF'-12".:OI.P: @ 61 %: ..__ C1i N 503- 00 503+20 HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 390 •I380 • 350 340 330 Nxt (r> 320 503+60 503+80 504+00 503+40 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 z J 0 6" �1 EXISTING GROUND - CONSTRUCTION NOTES: O PROTECT EXISTING MAILBOX. Q PROTECT EXISTING COMMUNICATION POLE. SAWCUT AND CONSTRUCT PAVEMENT SECTION PER DETAIL THIS SHEET. C INSTALL MAILBOX PER DETAIL ON SHEET DT1.' © CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER SECTION THIS SHEET AND PROFILE ON SHEET DTI. © INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. O INSTALL 10 LF 6" ADS N12 STORM DRAIN STUB @ 1.00%. © INSTALL 108 LF 6" ADS N12 STORM DRAIN TIGHTLINE @ 1.00%. INSTALL 7 LF 6" ADS N12 STORM DRAIN STUB @ 1.00%. 0 INSTALL 5 LF 6" ADS N12 STORM DRAIN STUB @ 1.00%. GENERAL NOTES: CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. SEE SHEET DT1 FOR PRIVATE ROAD PROFILE AND DRAINAGE DETAIL. 3. SEE SHEET UT1 FOR UTILITY PLAN. 4. STAMP ASPHALT "NO DUMPING DRAINS TO STREAM". 5. TJ BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DTI. 6. INSTALL SAND/COMPOST MIXTURE (12"D X 5'W X 15'L) 7. INSTALL SAND/COMPOST MIXTURE (12"D X 5'W X 20'L) 3. INSTALL SAND/COMPOST MIXTURE (12"D X 5'W X 25'L) 20.0' w J, 1-1 w PVT. ACCESS ROAD ?1 10.0' 10.0' rn I WI 2% 2" CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE 1 FLOW LINE O 1.0' a (o EXISTING GROUND SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY PVT. ACCESS ROAD SECTION SCALE: NONE REFERENCE SHEET NO. PG1 SHEET 3 OF 5 SHEETS C c\i a 90 o c N CO IN N ri 8 m N o E a. 0 En- 0 z 0 w rr zlz 0. J m 0 CI a J a 2 2 a S 1 inch = 20 ft. 1 inch= 10 ft. 1 1 1 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 II 1 inch = 20 ft. i CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 I UTILITY TRENCH (POWER AND COMMUNICATIONS) SCL TO DESIGN ELECTRICAL PARCEL. A 589°56'O6'E 198.5j' EX. NOOSE TO BE DEMOLISHED INSTALL 20 IF 6" SIDE LOT i SEWER STUB @ 7.0% MIN. (7,24Q SQ. FT) >n NEW WATER METER (I') (BY WATER DISTRICT #1215) EX. WATER METER • FOR LOT 1 191.52' 501+00 .135TH- STREET - i'1NSTALL27 LE 65 SIDE t..SEWER STU,# @ 2f0 / MIN. ._ 'EEDETAILTHISSHET-- EX. FIRE HYDRANT GENERAL NOTES: EX. GARAGE TO BE DEMOLISHED EX. SHED TO BE DEMOLISHED 589°56'06'E 212.91' INSTALL 20 LP 6" SIDE ;iSEIWER STUE'@ 2A31% MIN. 589°56716"E 155.7?, D=4.0' LOT 2 INSTALL 2 SERVICE LINES (7,598 SQ. FT) 1 Ya"FOR EX. SEWER EASEMENT il0=W.5' CON'DIJ LOT2 1 A' —' AV, z 5' UTILITY p, EASEMENT I ^,T D,4.5' I � IE=357.00 I. - =6. iq D') I SAWCU+"& ATCHI(<vG h PER DETAIL THIS SHEEP \`—EX. 8" SEWER MAIF. "- EX. WATER MAIN 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN & SECTION. 50.00' 20' INGRESS, EGRESS & UTILITY EASEMENT INSTALL 2 SERVICE LINES 1y4"FOR LOT 3 LOT4 (7,495 SQ. FT) 5.0' EX. 4" S`IDE SEWER TO REMAIN & PROTECT INSTALL 105 LP 6" SIDE SEWER@2.0 INSTALL 10 LFi6" SIDE SEWER STUB:@ 2.0% N. EX. PO 50.00 6007 502+00 R POLE PARCEL. G EX WATER MAIN 1 ( „ NEW_We1TER METEF (BY WATER DISTPICI #125) TAT r, -- .-` .,r 503+00 1 J TEE WITH 6' BRANCH TEMPORARY WATERTOI WYE W/ 1' ON 6' VAIN CAP FOR FUTURE CONNECTION NON FABRICATED 6' STUB 1 I I I —SEWER MAIN PLAN MI z1a a FINISH GRADE�-- 1 -- - XYOSTING CUNC. — — ---- TO BE - - PROTIYJRB PROTECTED ---- --_ _- _ ir I6. MIN. 11 �� ' II -(P.PGl1 ' � IINONFAB CAP / '(P{`°C_- / j EXIENL .AST LINE 8" 6888LY� /'' PRALL FITTNOS OPERTY /�'// NOTE SHOP FABRICATTEO BY /f �','` _' .. 2.001T MIN. SLOPE BPECFED FrTTYg8 NC. OR EQUAL ' �6' RIM PIPE DIAMETER .' - DETAIL 13 /' if ... VAL VUE BEARER D18TR)CT ELEVATION STUB CONNECTION NOT TO SCALE 1:\4410,0.Inw8 1 11.00 6/z1/m \ww°8 tP EXISTING ASPHALT PAVEMENT CUT WITH PNEUMATIC SAW CUT PAVEMENT CUTTER ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH PASTING CONCRETE Ar CONCRETE 150T OF PAVEMENT / ``/y�EXISTIN6G DEPTH tt ■I 8' EXISTING RILAD BASE r 8' �.rj i rf. ie ' tN 4, ya�1'�%SYY1 • 4 $A 5/8" MINUS COMPACTED CRUSHED ROOT UNLESS OTHERIMSE ORDERED TYPICAL PATCH FOR RIGID PAVEMENT BT THE aTY. (TTP.) ASPHALT CONCRETE OR BI1UMNOUS SAW CUT PLANT MIX REPLACEMENT PATCH COSTING ASPHALT SAW CUT 50% OF EXISTING DEPTH. PAVEMENT *M4241414.1 , ®, ., .' 6. EXISTING CIL MAT NOTES 1. ALL NOM TO COIFORII TO FGR ROM, BROM AND MUNICIPAL 2. A MOAN OF A 101E YEAR PAVEMENT PATCHING AND OVERLAYS AAwmCagmgYBDEnMNuaFu ' lir F!/.41 1 5/B" MINUS COMPACTED CRUSHED TYPICAL PATCH FOR FLEXIBLE PAVEMENT RDCN CARLESSaTr. (rm.t oTHERMSE GRDEREE ar TIHE THE CURRENT STAI0ARD SPECFICAIXNS CONSTRUCTOR GUARANTEE IS M8ARED DN ALL Raumu. DETAIL 18 VAL VUE SEWER EMBTRICT CITY OF TUKWILA PAVEMENT PATCHING REQUIRED DETAIL NOT TO SCALE L\COIT ..W.VmONI.'10080\O0MC.A 6/.A. LO REFERENCE SHEET NO. UT1 SHEET 4 OF 5 SHEETS 1- < J (n C Ce O f LLLI Q L.L CL = J C 00 cn ;Tr UTILITY PLAN '1 Y1 0 CD N O — N Th N In a_ a x J In 00 z a_ J - 0 0 2 CHECKED BY: Z a x 2 O 0 8 0 z O c_ z 390 380 • . .. .. .. .. .. ....... .. .. .. .. • Wi. 370 ................... W moo: n;ti' .. •: M.CL 0 uJ.Z. .. 360L.' .... uJ» ° a.2 • EX GROUND n ate, . a ww 2.95a�t. .. _ .. .: .. .. . .0.51:l. • • 340 330 10+00 FINISH:GRADE 3:- 0, 11+00 PRIVATE ACCESS PROFILE HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 1 inch = 20 ft. 1 inch = 10 ft. nnnnn 4 BOXES MN IMUM - 10 MAXIMUM VAPIATIONS SUBJECT TO APPROVAL ELEVATION (FROM STREET) TYPICAL NOTES: a• TYPICAL TO BACK OF CURB POSTO0700D GALVANIZED STEEL NONSOR INK GROUT (MOUND TO ORAIN) CURB SIDE VIEW 1r 5' MIN AIRED BACK OF SIDEWALK 1. MAILBOX MUST BE TYPE "APPROVED BY THE POSTMASTER GENERAL" WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION PER EACH STANDARD. 2. LOCATION IS SUBJECT TO APPROVAL BY THE CITY FOR PROTECTION OF VIEWS AND ACCESS AND IS TO BE SHOWN ON THE STREET IMPROVEMENT PLANS. 3. THIS SKETCH DEPICTS A MINIMUM STRUCTURAL AND DIMENSIONAL STANDARD. INNOVATIVE DESIGNS MEETING THESE MINIMUMS MAY BE ACCEPTED. NOT TO SCALE City of Tukwila MAILBOX INSTALLATION SHEET: RS-06 REVISION it: 08.03 APPROVAL: B. SHELTON • 390 NOTES: 380 1. SELF -LOCK VANED GRATE MANUFACTURER SUBJECT TO APPROVAL BY ENGINEER. 2. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 3. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06. 370 360 350 340 12+00330 5° DRAFT #3 BAR EACH CORNER TYPICAL KNOCKOUT W/ 2" MIN WALL THICKNE #3 BAR EACH SIDE #3 BAR EACH WAY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 23 3/4" l 31NVN AaaNnodl I-- FLOWI "IigligPr tiny Nolhaltd!/1 i_FL0,, _ LEVELING PAD (6 MN) 1/8" X 3/4" X 2 1/4" VANED GRATE DETAIL , ;1 SCALE: NONE PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) CATCH BASIN TYPE 1 DETAIL SCALE: NONE NOTES NATIVE FILL z (0 WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 24" EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) TRENCH X-SECTION NTS HOUSE WASHED ROCK 3/4" - 1 1/2" CONNECT TO LOT ROOF DRAIN STUB 2' X 10' LEVEL TRENCH WITH PERFORATED PIPE, TO BE INSTALLED AT EHE TIME OF BUILDING PERMIT PLAN VIEW OF ROOF CATCH BASIN OR AREA DRAIN WITH SOLID LID NTS PERFORATED TIGHTLINE STUB OUT O SCALE: NONE OIL COLLECTION CATCH BASIN -TYPE 1 VANED GRATE TO CATCH BASIN SEDIMENT COLLECTION OIL/WATER SEPARATOR DETAIL SCALE: NONE 1. CATCH BASINS SHALL BE CONSTRCUTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) 8 C890 UNLESS OTHERWAISE SHOWN ON PLANS OR NOTED IN THE WSDOT/.APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REGARD, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NO BE PLACE IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CI O.S.S 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. Al PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDE OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAM AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATIONS RR-F-621D. MATING SRUFACES SHALL BE FINSHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSTION. 10. FRANE AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER 11. EDGE OF RISER OR BiRCK SHALL BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. REFERENCE SHEET NO. DT1 SHEET 5 OF 5 SHEETS F'- d Cn Ci Ce O rn 0 < wQQ = J Y a < OO M SITE DETAILS O 1 • 7 LU w 0) D•) N co /h 8 CNI o = _ n x J DESIGNED 8Y' S a 2 J Z _ a x CHECKED BY: Z a S z 0