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Home My WebLink AboutPermit PL13-017 - MALHANS - SHORT PLATMALHANS SHORT PLAT 4643 S 146TH ST PL13-017 L13-016 SHORT PLAT December 3, 2013 Mr. Tom Touma 255 SW 415t St. Renton, WA 98057 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION COPY RE: Short Plat Application, L13-016 4643 S. 146th St. Dear Mr. Touma: The Short Subdivision Committee has completed review of your short plat application (No. L13-016) and determined that it complies with all applicable City code requirements. The proposed project is exempt from SEPA Review. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS a. 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. b. Lot 4 is shown as a flag lot, which is prohibited by City code. This flag design does not appear to be needed in order to meet minimum lot area requirements. Design lot 4 to have a rectangle shape. c. Provide site development plans with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 d. A private access drive meeting the standards of the City of Tukwila's Public Works Department and Fire Department shall be constructed prior to final approval. The location and layout of the private access drive shall be consistent with the plans prepared by Touma Engineers submitted with this plat application. e. The mail box location(s) shall be approved by the US Postal Service. f. Show and label new fire hydrant on site development plan per Fire Department requirements. Water main on-site from existing water main within S. 146th Street to the new hydrant shall be 8 -inch (D.I). g. New water meters and service lines shall be 1 -inch. Provide backflow per (1" fire/domestic fire service) detail. (See enclosed). h. Transportation Impact Fee applied to future building permit(s). See Pavement Mitigation and Transportation Impact Fee Bulletin (enclosed). i. Provide perc test, if planning to infiltrate on-site. Show over -flow drainage system to existing pipe within S. 146th Street, if applicable. j. Revise Short Plat Map sheets 1 &2 of 2. Add L13-016 to the Short Plat Number. k. The new legal descriptions for Lots 1, 2, 4, and 4 should include "subject to" and/or "together with" -reference Perpetual Easement and Declaration Covenant for Private Road and Utilities —as applicable. (King county recording no. 20030123001927 (see enclosed). I. The new legal description for Lots 1, 2, 3, and 4 should include "subject to" and/or "together with" -for any easement recorded at King County for this property. (See enclosed plan showing easements with recording numbers). m. Include the following note on the short plat document: "Fire and Park Impact Fees will be due at the time of building of the individual homes proposed with this short plat application." n. Add the following note on the short plat document: "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private easement road or stormwater facilities located within this short plat area". o. Add the following note on the short plat document: "All future homes on the Tots created by this short plat shall confirm with all development standards, including TMC 18.50.050 SINGLE FAMILY DWELLING DESIGN STANDARDS". p. Add the following note on the short plat document, "All structures shall be within 250 feet of vehicle path of travel". Short Plat L13-016 BJM Page 2 of 5 H:\Developments\Malhans Short Plat, L13-016\Pre-Approval Letter.doc 11/07/2013 4:17:00 PM q. Add the following note on the short plat document, "All structures shall be within 150 feet of Fire Department access at furthest point". r. The final grading plan must show a flat area in the rear yards 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. s. The private access road shall be marked with signs indicating "No Parking, Fire Lane". Include a call out showing the sign design when you submit your Public Works Permit. t. Add the following note on the face of the short plat: "All new homes shall have residential fire sprinklers, as approved by the Tukwila Fire Marshal Office." u. An address post shall be installed along S. 146th Street which includes addresses for lots 2, 3, and 4. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (11/20/13). 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. Current appeal fee specified in the City's "Fee Resolution". Short Plat L13-016 BJM Page 3 of 5 H:\Developments\Malhans Short Plat, L13-016\Pre-Approval Letter.doc 11/07/2013 4:17:00 PM Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Short Plat Committee. A financial guarantee must be provided to ensure installation. 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. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Separate easement document with legal descriptions for any common access/utility infrastructure. 4. Separate joint Maintenance Agreements for the access road, drainage system and open space tract. 5. An updated title report, dated no more than 45 days from the date of submitting for final approval must be provided to the City. Expiration The final approved short plat must be filed with the King County Department of Records by December 3, 2014, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording Short Plat L13-016 BJM Page 4 of 5 H:\Developments\Malhans Short Plat, L13-016\Pre-Approval Letter.doc 11/08/2013 6:11:00 PM 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. If you have any questions about this matter please direct them to the project planner, Brandon J. Miles, Senior Planner. Sincerely, Jack Pace Chair, Short Subdivision Committee Enclosure (Site Plan) cc: Bob Giberson, Public Works CDiirector .ter )(initial approval) Chris Flores, Fire Chieflmitial approval) King County Assessor, Accounting Division Page 5 of 5 December 23, 2015 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. Tom Touma Touma Engineers and Land Surveyors 255 SW 41st Street Renton, WA 98057 RE L13-016: Short Plat Expiration Dear Mr. Touma: On December 2, 2014, the Short Plat Committee approved a revision to the above noted short plat and also approved a one-year extension for the finalization and recording of the short plat to December 3, 2015. Work has not been completed on the installation of the short plat infrastructure and the short plat did not receive final approval by the Department of Community Development by the December 3, 2015 deadline. As a result, the short plat has expired. Under State law the short plat cannot be extended further. Your client may submit a new application to short plat the property. New application fees will apply to this application. Sincerely, Com( Carol Lumb, Senior Planner Department of Community Development. Enclosure: December 2, 2015 Short Plat Extension Letter CL Page 1 of 1 12/23/2015 10:57 AM H:\\L13-016 Malhans Short Plat\Malhans SP Expiration eitII of J uftwiect Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl , HEREBY DECLARE THAT: Mailer's signature: / Aq'l 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 _5th day of _December , _2013 Project Name: Malhan's Short Plat Project Number: PL13-017 Associated File Number (s): L13-016 Mailing requested by: Brandon Mil Mailer's signature: / Aq'l W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC r- CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. DECLARA770N 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 59.17.060 and acknowledge that said subdivision shell not be further divided in any manner within o period of fire }ears, from ate of record, without the filing of a final plat. The undersigned further declare this short plot to e the grophic representation of said short subdivision and the same in mode with the free consent and in accordance with the desire of the owner(s), in witness whereof we hove set our hands and seals. Yodwinder Singh dfalhans fariochon Singh Sohoto Curtej Singh 011l Raj+nder Singh Dhiflon ACKNOWLEDGMENTS S ATE 0= W.A'SI-RNGTON County of jn th:_ day ,:er5onal;q appeared betore n -,e tc: De known to be the indlvintial vita executed the v:i'thin and foregoing insi.rurnent and a knoviledq c [hat they signed the s their vo'untnry act cod deed tor the r:36a and curposed herein mentioned GIVEN under rr.y lord ar::j offiCEc seal th:c day •=. 20 Signatu'e Name e, commissioned /4, ppoirtlr,e,.t :;r SATE OF . .51-IFIG1C,`v COunly or King On this day perccnaly appeared uelor5 to be k'iuv:n b•c the i'adi :dv..ro who erecuted *.hc ,vlthil and 3, a :nstrument and acknowledqed t 1• they ;'are'. the Sar e OS. t. ,r vdion-..dry ora deed ro the use'. 500 purposed herein .r, 7. ed. C: VEFI ander rry and _+tnr_ia. 3551 tl- _ig'nature Name as commissioned Te _;ay of My appointment exp APPROVALS: Df.PARTMEN T OF ASSESSMENTS CITY OF REFITON AOLIINISTR.ATOR CF PLANNING/Et111.DINC/PUBLIC WORKS Examined and approved this _ day of 20_ Administrator Examined and approved this _ cloy of Assessor Deputy Aesesaer Account Numbers 004000-0615 20 RECORDING NO. VOL./PAGE SCALE: ]0 ,Y PORTION OF NE 1/4 of NE 1/4, S. 22, T. 23N, R.4 E, W.M. LEGAL DESCRIPTION (OLD) LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, LEGAL DESCRIPTION (NEW) LOT 1 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 0112'31 WEST ALONG THE WEST LINE OF SAID LOT 4 A DISTANCE OF 123.77 FEET; THENCE SOUTH 87'55'58" EAST A DISTANCE OF 126.24 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 123.77 FEET; THENCE NORTH 87'55'58" WEST A DISTANCE OF 126.25 FEET TO THE POINT OF BEGINNING; SUBJECT TO A 20 FOOT EASEMENT FOR INGRESS, EGRESS AND UTILITIES PER KING COUNTY RECORDING NO. 200301 2 3001 9 2.7. LOT 2 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 0112'31 WEST ALONG THE WEST LINE OF SAID LOT 4 A DISTANCE OF 123.77 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST LINE OF SAI0 LOT 4 A DISTANCE OF 66.45 FEET THENCE SOUTH 87'55'58" EAST A. DISTANCE OF 126.23 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 66.33 FEET; THENCE NORTH 87'55'58" WEST A DISTANCE OF 126.24 FEET TO THE TRUE POINT OF BEGINNING: SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES PER KING COUNTY RECORDING NO. 20030123001927. ACKNOWLEDGMENTS u';- N(:5 F:i'i Cosnt`; of King or, :his day personalty nppncred before me to be known to 7.,e tie ;nidi.: dld ::lC executed the w:7rr and foregoing instr.merII and c-. nav,,edgad that tFey signs, the SOrne :J5 their ., .nt:ary xt, ur,d deed /s, the uses a-0 puraosed herein mentioned. C,IVEN under my hand and aetit icr 5en1 tl-.i5 __ any o'__— 20 — C:i,anai:u re Name as commissioned TAR: My appaint':,ent expires LEGAL DESCRIPTION (NEW) LOT 3 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 0112'31 WEST ALONG THE WEST UNE OF SAID LOT 4 A DISTANCE OF 190.22 FEET; THENCE SOUTH 87'59'18" EAST A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0112'31" WEST A DISTANCE OF 65.01 FEET; THENCE SOUTH 87'59'18" EAST; A DISTANCE OF 106.23 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 65.05 FEET; THENCE NORTH 87'5918" WEST A DISTANCE OF 106.23 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AN EASEMENT FOR SANITARY SEWER PER KING COUNTY RECORDING NO. 2006014001235. LOT 4 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED A5 FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 01'12'31 WEST ALONG THE WEST LINE OF SAID LOT 4 A DISTANCE OF 190.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST UNE OF SAID LOT 4 A DISTANCE OF 120.01 FEET; THENCE SOUTH 87'59'18" EAST A DISTANCE OF 126.22 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 55.01 FEET; THENCE NORTH 87'59'18" WEST A DISTANCE OF 106.23 FEET; THENCE NORTH 0112'31" EAST A DISTANCE OF 65.01 FEET; THENCE NORTH 87'59'18` WEST A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AN EASEMENT FOR SANITARY SEWER PER KING COUNTY RECORDING NO. 2006014001235. he VICINITY, MA P £ CI fb f f., tr. a, ++ t'2',`• r t _Y L i3- 0/6 RECORDER'S CERTIFICATE Filed for record at the re.rlu,est of :he C't, of Tukwila this rn_,i of ,20 - minutes post Id, arc recorded in •/alums of plots, r.0 page -retard•; King County. wnsfic,drjr.on Kiog, Coonly t.lar,Oger Scut. of Record=_ 3: E!e:ti: n LAND SURVEYOR'S CERTIFICATE regi -re a; o bard sura :,r by ?h, ;tate. of 'Washiratan, ce•ti'y that. this plat i boSeld '-.n orb actuoi survey or the:and ds.cribed herein, conducted by rob undermy supervision that the distar•ses. 505 and angles are ;.1000 hereon correctly and that monuments:cher tnan rr. those r:.r�urne,..5 approved for setting at a Tater dote, have been rve'. and Iotr corners s'nked on the ground as depicted on the plat. TOUMA ENGINEERS EAST VALLEY EXECUTIVE PARA' 255 SW 425T STREET, RDVTOI. WA 98057 PHONE (425) 251-0565 FAX (425) 251-0625 MALHANS SHORT PLAT 4643 S. 146TH STREET DWN. BY DAN T. DATE MARCH, 2013 JOB NC. 99201SP CHKD. 9Y IJ HT SCALE 30' SHEET 1 OF 2 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. LOT AREAS LOT 1 = 15623 S.F. LOT 2 = 8380 S.F. LOT 3 = 6904 S.F LOT 4 = 8242 SF FND 1' PIPE IN 2.79' E AND 1.21'S CALC. (7/15/12) 46TH AVE S � ▪ N r b FND 1/2' BRASS DISC IN CONC MON IN CASE (7/25/12) S 144TH STREET 5874915"E 131852' POWER POLE ` , :W/LU1.!I1.IP.IRE Z 1 "�� S 146TH STREET`� D MON AND CASE W/LEAD NE CORNER OF SEC 22-23-4 (7/25/12) I, POWER POLE W,/LULL IAIRr\ EX FIRE / ItYGRANT 20' _ 56755'55 E 394.05' 394.05' -'^fir••.— - -1\ ED Q 87'55'5$' 6-12572-6\ -- 2'x25 WATER. EASEMENT .4.,./F '2005012 D°1926 '-I I t, ,IG? -0T DRAINAGE SYSTEht EASEMENT... "/-20010123001924 :ATEA' EASEMENT T A'r2tD03012300I9 ;5 PRIVATE, R0 < - - UTILITIES;EASEMENT A/ F200.30'. (2,27 ACCESS ROAD POR US ASPHALT SEE DETAIL ro m z 20' L. THREE NEW WATER RS FOR LOTS I — 126.24' S87'55'58"E 0 10' J1_it-:T DF..AIN.9GE 7.7 SYSTEM EASEMENT .A/F C0301231JQ1921 S 148TH STREET z LOT 2 8.360. .-.. RECORDING NO. VOL./PAGE SCALE: PORTION OF NE 1/4 of NE 1/4, S. 22, T. 23N, R.4 E, W.M. E 10' or N 200' SAI1ITARY SE'W'ER EASEMENT :/F20030123001925 E20' OF N 109.71' Ji;IK DRAINAGE- SY_:-Et.! EASMENT p E200301'230O1924 5 20' 00 N 129.7.7 OF E 41.24' JONT ORAINAGE S8T59 18 E 128.23 ` T6' LOT 3 S8i'S9 1$'E- r- — -- ..- 106.2.3-. - - --I LOT 4 8.'42 > t. L_ _- BSBL (TYP) S 87'59'18' E 126.22' 0 1- SYSTEM EASEMEN /F20030123001924 FND 1/2 BRASS DISC tN CONC MON IN CASE a (7/25/12) 30' OF THE 5 50.29' OF N 100.00' JOINT CP,A.INAGE SY TE1.1 EASEMENT A/02003012.3001924 10' 10' SANITARY SEWER EASEMENT A/F200601 4001'235 LEGEND EX SSMH EX CATCH BASIN EX CATCH BASIN WA TER VALVE FIRE HYDRANT WATER METER IRRIGA 710N VAL V7 WATER BLOW OFI' TELEPHONE CABI CABLE TV CABI t SURVEY NOTES INSTRUMENT: NIKON TOTAL STATION DTMA1OLG METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130--090 DATE OF SURVEY: JANUARY 2003 BASIS OF BEARING: N 38th STREET (588'43'29"E) VERTICAL DATUM: NAVD 1988 BM= 0.5" COPPER PIN WITH PUNCH SET IN CONCRETE 0.53' DOWN FROM ONUMENT CASE RIM INTERSEXTION OF S 144TH STREET AND 4671-1 AVE S. HORIZONTAL DATUM: NAD 83/91 REFERENCE SURVEYS: AF#960169002 & 8412129002 FND 1/2' BRASS DISC IN CONC MON IN CASE (7/25/12) T `'E9 Qf T1.111PE2 F Y '•V 0 GAS VALVE .0 Q GAS METER a Q. TELEPHONE M1\14;OLE CCa . POWER VAULT .,'F„-: e j c -o, F. `D LIGHT POLE YARD LIGHT MONITORING PEDESTRIAN P,(/ H 474 SE SIGN - . . �[7 �� TWO POST SIGN V (73 a TRAFFIC JONC77ON aCk. rJ DECI CONIFER TRE HEDGE 77L1 POL UY OLE AIL BOX OC ERY C OR Q,A"TE y 0 SET opt: 14/3- ORNER AR W/CAP ENT C3 EL J 7 RECORDER'S CERTIFICATE F'I-., for record _. 111E- regu.0. _.f 1.=1.. Cit; of �I:kv,da lhi ofsty Of ,2.0,01min L.t85 p0`f.---_., M. oral reoordeo. in V&...o-e of pats, an 2t.7.tge records .of King County. '',PO9hington King County Manager Supt. of Pecords S: Elector. LAND SURVEYOR'S CERTIFICATE e ;tere.I - a -n:1 _ur•,.. 'y r 6tie cote : of oohinglon. co-L:Pr that this glut n idosed�n _n ac ��ol 3ur.'ey-of the, lord -crib •d rcroir, (_odL•. iod 0.? cr ander n •, .5up. ry :i_,n ;bat the distct-iiiet5, _cur.- :. nd orales a• -o shaw-t hereon correct y and that rnonurients tithe- tt.-n those mchurreirits aperveJ for setting ar. a later :date, to -:e Leen set and lots corners staved on the croons a3 depicted ori the Oto[ . 1 . TOUMA ENGINEERS EAST VALLEY EXECU77VE PARK 255 SW 41ST STREET, RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 MALHANS SHORT PLAT 4643 S. 146TH STREET DW'N. BY DAN T. DATE JUNE, 2004 JOB NO. 82000'1 SP.DWG CHK.D. BY MHT SCALE 1" = 20' SHEET 2 OF 2 i THAT PORTION OF NE 1 /4 OF THE NE 1/4 OF SECTION 22, TWN 23 N, R 4 E, W.M. CITY OF TUCKWILA 1 ACCESS ROAD lmnw E.+9211.c 11-.------- }- �� 11 IL I� - - E% 231LF_T- T" SS. SALEM. .^y--_ _ - r _ STA 2+35, 1.3.LT 1 -'. SM) RW -EL-277.90 u -01.4, -et STA 0+04. 1.7507 ANI EL -279.10 INV 11-269.+0-6'T.. L 0.m EER 1•: d ' n FT 6" FI %NJT. RIM 0-276.71 MV Et, 271.5-6"C "•'-IX 36531-8"55. sco.go 2,00 SANTIARY SEWER EASEMENT PROFILE x x'�E 7{. 200 --- 3' COMPACTED DEPTH POROUS ASPHALT CONCRETE 6' MIN. COMPACTED DEPT) FREE DRAINING SAND OR GRAVEL BASF GRAVEL BASE MAY 8E REWIRED DEPENDING ON SOIL CONOIT7ONS. TYPICAL ASPHALT DRI VEWA Y SEC TION POROUS PRIVATE ASPHALT PARKING AND DRIVEWAY PAVING SECTION I. A 81501041 OF 6' INCHES 0E FRE["-O4AIN6G SAND O4 GRAVEL BASE /S REQUIRED UNDER THE POROUS PAVEMENT SURFACE. • THE FREE-O8AINw'G BASE SHALT. HAVE LESS THAN 5T FINES (MATERIAL 0.4455040 7HE /200 001,E) BASED ON WE FRACTION PASSING DIE /4 SIEVE J. THE POROUS PAVDITENT SHALL 6E POSMEA&E ENIXtt51 TO A8S1148 WATER ATA OPTIMUM RA10 00 70 INCHES PFR H0L/R IMME01A707 AFTER 755E PAVEMENT SURFACE HAS saw WET7E0 CONTINUOUSLY FOR Ar LEAST 70 .MINUTES COIIPUANC£ 41771 THIS MIMMUM RATE SHALL 8E CHECKED PRIOR 70 CONSTRUCTION APPROVAL Cr 7H£ PAVEi(ENT COMPLIANCE NAY BE [)00(00 1151110 A SIMPLE 801'07 7057 1N 1NHIWI 5 0,40. VS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5 GALLON BUCKET /F NORH/N0 BUT A SCANT AMO'/NT OF WATER PUDDLES OR RUNS QEF THE 57/41450 THEN THE 454 164 717 15 CONSIOFRED TO NWT THE MOAN RATE OF A85C487T01 1F 7515 705775 NOT CONCTUSTVE, 71HFJ/ A SX 6(04 RING SEALED AT 7HE BASE TO 7H£ PAVEMENT SURFACE STALL BE USED TO MEASURE THE ACTUAL RA70 OF ABSO48RON. 4. PORIXIS CONCRETE SW -WALKS PLACED N1 COUNTY PoOHT Or WAY (NOTE THAT A ROAD VARIANCE 15 REWIRED FOR 2104 PAVEMENT) O4 ON PRIVATE PROPERTY 5'52.0[7 TO (05/01 (OARING SHALL BE A MINIMUM OF 5 WCN£S THICK AND SHALL HAVE A MWIM1/M 28-0,46 CY)MPRf59VE STRENGTH 00 MOO PS. 5 SIDEWALKS .4N0 PATIOS ON PRIVATE PROPERTY NOT SUB.EC7 TO VEHICLES SHALL BEA 811/4414 OF 4 INCHES mor AND SHOULD HAVE A MINIMUM 28 -DAY CZWARESSVE STRENGTH OF 2000 PS. 14.1 75.3 F140 1/2' BRASS 01`50 N COKE WV IN EASE (7/25/12) S 144TH STREET �I :AT49'ITE [3+5.52' FND MON AND EASE 5/50.40 ME CORNER of SEC 22-23-4 (7/25/12) i ^' r'k.i L�MINfIRE • FNP " 60.455 RISC M + e CONC1/2MON INCASE DASc. (7rsr2)-- -' y S 146TH STREET -7` 324.25' 794.055'- END 1' PIPE IN 279' 0 AND 1,21' 50 0000. (7/15/12) L [ L' )''''.4.0_87'55'58' E. 126.25.' r_ -�7 i4REE NEW WAhR �l I (., d M! 1L+" FCR Lois I I .40107 DRAINAGE - ^I A /.,:y.5„,..„ 0122. 417074 i r� V+'i..TE0TE45EUc7.1• - \ ---^'z I 2.7.7-N<� 1 I .\1,575 // rA 'V _,u7Eo3 E230019.7I0 ^ I-' 1 1-1-4-1U LTE3 Ex EIf NF t-_�.,,/,:,,,,-).„...,2::0,,,,.,7 LO ACCESS ROAD `/00 IEI`623, R.I 1T I POR S ASPHALT TAI 7 ", 7100 DETAIL I 1 i _� 1.0 I z 1 3 Nj 15 1 LOT2 J I I r � 5087.5918 £ 126,23 1- fir I-. 105.23 ' 126.2.4' 597.55'78"E ,��- t 1 _1131414 DP A.N.' TE ,1 W __ c •' S 148TH STREET �'. 797.05' 1 VA 0+04 1 75'RT E% 6544 RIM EL -27610 8iV 0.. -265.l0 -5C E 10' OF N 2.3/' /5.14/31 EASE.IAEN f 12012321 2 301923 (20'). N 103.01 __,1014,1 CF4.174A130 'Y TEIJ E ._TI_ Il 02002.012 3.211224 S 23 OF N 129.','O - E 41.24' JOINT CIFAIkAG_ s'3TELA E13(0EN1 A /1 `/32123037'324 1/2' BRASS DISC 104 /ADV.. MCN IH CASE (7/25/12) SURVEY NOTES INSTRUMENT: E114001 TOTAL STATION 0114/1000 METHOD USED: FIELD TRAVERSE 14TH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: JANUARY 2003 BASIS OF BEARING, N 38tt1 STREET (988143'29'2) VERTICAL DATUM: NAV° 1988 BM. 5.5' COPPER PIN WITH PUNCH SET 15 CONCRETE 0.53' DOWN PROM 01U410NT CASE RIM INTERSEXTION OF' S 144711 STREET AND 46TH AVE S, HORIZONTAL DATUM, NAD 83/91 REFERENCE SURVEYS: AF#960169002 & 8412129002 END 1/2' BRASS 0ISC IN CORD MON LV CASE (7/25/'2) LEGEND (`5) EX SSMH O EX CATCH BASIN TYPE 1 EX CATCH BASIN TYPE 2 N 300 OF II -10 0 0.0.70' -,F EI WATER VALVE 7-127070 I1.1.IE:I DP AINE,,E r C4 SYS'STEM EASEMEVII C A. 12002421 L.3Di-41924 n 3 N -. _) 7 - ZS F _, N LOT 3 c.5•✓4 I y� 170 SSM5 13'LT 1 8 ` RP! a077.40 IRM EL -271.41-6"C E. _-• j �EX. 32.50E-S'SS, 5-1.00 587:7918'0 , Cpl 6• ,1 306.2.3' PM EL.•276.7± - -1 INV El...271.5-6"C _�I02' S8NI TARP 1E'/ER i .�-- EhSME!IT LOT 4 (20'5/L".4201235 �� fie` v „eS. G S\,Cle a o •� ' FIRE HYDRANT O WATER METER • IRRIGATION VALVE' 7 WATER BLOW OFF 0 TELEPHONE CABINET 85 CABLE TV CABINET t7 GAS VALVE (2 GAS METER Crl TELEPHONE MANHOLE CE_,I POWER VAULT • UGFI T POLE • YARD LIGHT C MONITORING WELL PEDESTRIAN -0- SIGN Pr 7 n DECIDUOUS TREE CONIFER TREE HEDGE UTILITY POLE GUY POLE o MAIL BOX ROCKERY 4,i SEC CORNER 0 .; TER CORNER REBAR R W/CAP • SET RE ALT DRIVEWAY - 5.2 8S8L (TVP) - S 87'59'18" E 126.22' 2 i 3 '0/6 4'O 015a711054/0477 166 2 Q �J �On_ W0 LuuT 20 WQ' J j tr-ui 4643 S. 146TH STREEET .NIR H0. 99201 ACCESS ROAD & UTILITIES PLAN WASHINGTON ti DESIGNED Mr DRAM) MT CAMP. 0, CHECKED M7 DATE' MARCH, 2073 BMG N0. 99291 Cl OF 1 50 075 FND 1/2" BRASS DISC IN CONC MON IN CASE (7/25/12) •S 144TH STREET _ . St37."4.'15" 1319.52' —9,1 • J\ S 146TH STREET — 179::t.05. FT4D ,MON AND CASE .\,1 W/LEAD NE CORNER OF \ SEC 22-23-4 (71/25/12) I!) --- SE17'55.5frE 3g4765. CD 87'5558" fp- 126.25\ • 'OWER P•01_ • WALIMINAIRE \ \ !)0 i6 .WA TER ASE1%.' E' A tf• ?CIO 0. 12.30Q 9.26: THREE NEW WA TER ERS FOR LOTS RECORDI SC ALE: PORTION NE 1,/ FND 4- /CON( (7/2 797.05' • 40;rfr DRAmAGE. sys TF1,4 E.- A 5E1,4E - A ,/ F•2 00 70 '1 3 .001924 713.7C.SEM T /''r (11915 PRIVA1E TILI TIES F ASEM T A /I7 :3C 0 997 55.79' ( ACCESS ROAD HALT .1! 215,58' LOT 1 15,e2.3. #/< td or N 200' SANT TARY SEWER EASEMENT A „/E2003012.3001925 E20'. OF N 109.71' JOIN DRAliN AGE SYSTEM EA SMEN T .A.,./F2e03312.300.1924 124.21!„/ k7.-1.8•21 igi.-fr:gt!EfEJI'',/ jiA z. 1 0' DRAI N A SYSTEM EASE-MD1T A ir ,)(.1;4:-'1.1,-1';••12.30 -19:24 -4/5^ W 30' OF THE 60.23 QF N 190.00' JOINT DRAINA(.7,E 0 7.599-113$E-126.23-r— r ) S 148TH STREET .5 20' O N 129:71' OF E JOI:kIT AIR/4'.C.:: S*STrNI LASEMEN r .A/r 'i,T03012.3001.92-47 SYSTEM •EASEMENT f.E20030123001924 • P je SANITARY :SEWER EASEMENT .A/F9006.0140012.35 LE( LAND SURVEYOR'S CERTIFICATE S 8759'18" . ri-7:•gistered as „a Stoke of Wo-, ig ton , •IL:e.1.4••••. :tic this :Alit i bused .-on actual sure' of t !"6.• lord dc.scriblz:d !ler, eir, t or.1 y E: 0 r ulder n -y superv.'5.ion t.hat tne c du rtes ond • 15 SAO tirrivi SitAiL 456vAier iscc. 00. lboctrt-otopiom E 126,22' TOUItifiti ENGINEERS EAST VALLEY EXECU77VE PARK CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO FND 1/2' BRASS DISC IN CONC MON IN CASE (7/25/12) S 144TH STREET S87'49'15"E 1318.52' W F -a N 6762 1/2" BRASS DISC IN O CONC MON IN CASE Z CALC. (7/15/12) 987'55'58T 394.05' 46TH AVE S FND 1' PIPE IN 2.79' E AND 1.21' S \ o CALC. (7/15/12) S 148TH STREET 15 0 ACCESS ROAD POWER POLE W/LUMINAIRE FND MON AND CASE W/LEAD NE CORNER OF SEC 22-23-4 25/12) POWER POLE W/LUMINAIRE 0 S87'55'SB"E 394.05' EX FIRE HYDRANT S 146T11 STREET THREE NEW WATER METERS FOR LOTS —� — — 2,3.&4 I II \ / / .' \65.79' / 1 1 I_ _-�/ >/ 1 1 1., _,..I... I - /, I i I I.. L _1 \ 2.?0'I 1 26.68' 1 -- LOT - POR US ASPHALT SEE DETAIL 0 a 0 z 15' O fn N LOT 1 27.-t81 t _ I - 58.75558''E r I w 20'M 20' t- O N N ciA\.F I O 126.24' - LOT 2 '518"126.23" N N H PLOT 3 HOUSE - 1987 SF SSS HOUSE T 4 1919 SF BSBL (TYP) S 01'12'46" W 310.12' RECORDING NO. VOL./PAGE SCALE: 30 0 15 30 h 60 120 PORTION OF NE 1/4 of NE 1/4, S. 22, T. 23N, R.4 E, W.M. 797.05' 0 STA 0-4-04. 1 75'RT EX SSMH RIM EL=278.10 INV EL=269.10-6"C STA 7+15 1.3'LT EX. SSMH RIM EL=277.90 INV EL=271.41-6"C EX. 38.5LF-6"SS, S=1.0% EX 6" CLEANOUT T—RIM EL=276.7± INV EL=271.5-6"C N 0 S 87'59'18 E 126.22' FND 1/2" BRASS DISC IN CONC MON IN CASE (7/25/12) SURVEY NOTES INSTRUMENT: NIKON TOTAL STATION DTMA1OLG METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: JANUARY 2003 BASIS OF BEARING: N 38th STREET (S88.43'29"E) VERTICAL DATUM: NAVD 1988 BM= 0.5" COPPER PIN WITH PUNCH SET IN CONCRETE 0.53' DOWN FROM ONUMENT CASE RIM INTERSEXTION OF 5 144TH STREET AND 46TH AVE s, VERTICAL DATUM: NAVD 1988 REFERENCE SURVEYS: AF#960169002 & 8412129002 TOUMA ENGINEERS EAST VALLEY EXECU77VE PARK 255 SW 415T S7RE£T, RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 MALHANS SHORT PLAT 4643 S. 146TH STREET DWN. BY DAN T. DATE JUNE, 2004 JOB NO. 820001SP.DWG CHKD. BY MHT SCALE 1 1" 30' SHEET 2 OF 2 December 2, 2014 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mr. Tom Touma Touma Engineers and Land Surveyors 255 SW 41' Street Renton, WA 98057 RE: L13-016: Request for Revision to Short Plat Configuration and Short Plat Expiration Date Extension Request Dear Mr. Touma: The Short Plat Committee has reviewed the proposed revision to the configuration of lots 3 and 4 from that approved under condition number 1.b., of the Preliminary Short Plat approval, dated December 13, 2013, which required that the shape of lot 4 be revised to be rectangular. You are requesting that lots 3 and 4 have a pie shape rather than a rectangular shape and have provided information that shows both lot widths average 50 feet, a requirement of TMC 18.10.060, Low Density Residential Basic Development Standards. The Short Plat Committee approves the revised lot configuration for lots 3 and 4 — the remaining conditions of Preliminary Short Plat approval dated December 3, 2013 remain in force. Please be advised that when submitting for final short plat review, the legal descriptions for new lots 2, 3 and 4 must be revised to match sheet 2 of 2 of the short plat survey map. In addition, the spelling of S. 146th Street on the Vicinity Map should be corrected. You have also requested a one year extension on the short plat inorder to complete the installation of infrastructure and other requirements of Preliminary Short Plat approval. The one-year extension request is hereby granted — the short plat will now expire on December 3, 2015. Please be advised that under State law the short plat cannot be extended further. Please make sure you allow sufficient time when submitting for final short plat approval not only for City review but also recording with King County prior to the December 13, 2015 expiration. If you have any questions, please contact Carol Lumb, Senior Planner, at 206-431-3661 or Carol.Lumb@Tukwilawa.gov. Sincerely, ck Pace, Director Department of Community Development. CL Page 1 of 1 H:\\L13-016 Malhans Short Plat\Malhans SP Extension -Revision 12/01/2014 2:55 PM 11' ' 'PakaPV 1' ?RAC ; • .; . : ; ;•• ;;; . -•;;; " . ‘; •-• v;„.4; • , , Fee Edit View Favorites Tools Help 1i Go s'T • 1Search • More a Sign in 4 Blackboard learn 0 Food System Reports and Google srla - Production igoviineorg-iva. L King County ifirfAP Interact.. ‘, landscape Performance S.. ht Shoreline Master Program„ bSiiri:,DeoPri 5;te • 0 TRACT login Wol.smKi Faymtes Hislzry 4;:arr,;;;; tumb IM;;;M:;;MMMA 1.13.016 RRE Don Tom ;ft W2014 11!2&2011 P,P11PCOED 11M114 Plan Lo" t; ASurdNotes 1V2525145 1952 PM PP Tomaso) Fire will assign addresses before final approval and short plat recording Sti Vle*** 1ZM 2'1112r1; • ak 3 City of Tukwila Department of Community Development NOV 18 2014 Land Use Routi g form for Revisions TO: ❑ Building ire Dept. ❑ Police Dept [Parks/Rec. FILE NUMBER L13-016 r" 4 -hr! "r) JPublic Works: (please list the name) TuKaviI- PUBLIC WORKS Project: Malhans Short Plat — L13-016 (PW14-0112) Address: 4643 S. 146th Street Date transmitted: 11-18-14 Response requested by: 11-26-14 Planner: Carol L. Date response received: COMMENTS This short plat received preliminary approval on December 3, 2013 — it will expire on December 3, 2014 unless the deadline is extended for one year. As part of the request for a one year extension, the applicant is requesting a different lot configuration for Lots 3 and 4 from what was approved under the Preliminary Short Plat approval. The turn -around time is short, but 1 would appreciate your review of the new lot configuration and approval from you on the proposed new shape of the lots 3 and 4. Please indicate your approval of the lot configuration below. Thanks very much. Pug L t c ts/ug- Its Ci,l/trsn ‘,J i 5 — (1) /L�„ As -e- f -ell wI Ciast�:)0-h un.5/� -Choy/ 14.2‘.a L.1-.5 2 ? e J 1 f .1.- c. vv kcli Sie.e-4-- Z ..c.-- a Got SNov)I- t' /A-- SuYvrev� mei," (z) 1 4-4. 41^ 5`i ori v f c t P t T Y vr. /I P i S on t 5-s eE L, j) .. /1 9 /l4 ❑ DRC review requested ❑ Plan submittal requested ❑ Plan approved Plan check date: Comments prepared by: xo, trakapp 1.19,r Rs:)‘/, ,X File Fifa View Favorites Tools Help A. Co gk • "'Search More: Blacitard Learn e food System Reports and ... Google http--www.goviihkorg-wa... King County iMAP Interact... '1 landscape Performance S. • Shoreline Master Program. i ce i• TRAICT I N I Prodictiofi 'ovens Vsonev nosonossoses Lsoeveseonnessessol Reypo 1:13,•016 1...E044431$ xL14, „ 40. pirt#LiNig Pn.ntActivbes 11) No Pwcis No PeilltS No Ca6seS ISS,116 L13.016 FelosiLeatichel tate/o4te$ PUBLIC WORKS Dave IvicRierson 11.192014 11121112014 77. APPROVED WCCND 1 1 9/2014 re, 0 Add Standard Notes 1111912014 5.5425 PM (Dave McPherson) Revise legal descriptions for new Lots 2,3, and 4 to match sheet 2 of 2 of short plat survey map l'...",:l1C1,tic•Ic xp or, pillzI ti 121 Carol Lumb From: Carol Lumb Sent: Wednesday, November 26, 2014 8:48 AM To: 'Touma Engineers' Subject: RE: Lot 3 & 4 Layout - and Request for Short Plat Extension Mr. Touma, The revised short plat design is still being reviewed by City departments — we will have a decision on the extension before the short plat expires on December 3, 2014. Carol From: Touma Engineers [mailto:toumaengineering@gmail.com] Sent: Tuesday, November 25, 2014 6:52 PM To: Carol Lumb Subject: Re: Lot 3 & 4 Layout - and Request for Short Plat Extension Carol Lumb Would you be kind enough to let us know of the status for our request for extension for the subject plat? We have few days left before the expiration date, Dec. 3, 2014 arrives. Please, feel free to call me on 425-251-0665 (office) or 206-579-5008 (cell) Thank you Tom, On Tue, Nov 11, 2014 at 3:35 PM, Touma Engineers <toumaengineering@gmail.com> wrote: I am little bit confused as to what lot configuration we are using. The December 3, 2013 the Short Subdivision Committee determined that the short plat complies with all applicable City code requirements. Under the Preliminary Approval Conditions, Item 1.b. indicated that flag lot (Lot 4) was not acceptable. Several meetings held with Mr. Brandon Miles and Fire Department representative to discuss this issue. It was suggested that a bi-shape lot may work. Pursuant to our meetings the short plat was revised and construction plan submitted for review. In response to our submittal of the construction plans, Laurie Werle, stated that the bi-shape Lot 4 is not acceptable. She suggested revision to the short plat to square Lots 3 and 4, back to how it was originally designed. I noted that in order to achieve her suggestion, the access road become too long and won't meet the maximum length allowed. In response to a recent email received from Carol Lamb, dated November 0, 2014, she asked to revise the lot configuration to assure that the average lot width for Lots 3 and 4 is 50 feet, and the lot size is adequate to accommodate a house with usable yards. I have attached a plan showing that the average width of 50 feet can be attained, and adequate house and yard is adequately fit on these lots. We continue our request of extension for one year in order to resolve both access issue and lot configuration. 1 I will be glad to make myself avai...u1e to discuss these issues at your conv.__.ence. Thank you for you assistance. Tom Touma PE/PLS Office 425-251-0665 . Cell 206-579-5008 Attachment enclosed On Mon, Nov 10, 2014 at 5:30 PM, Carol Lumb <Carol.Lumb@tukwilawa.gov> wrote: Dear Mr. Touma, The City of Tukwila has received your request for a one year extension for short plat L13-016. You have also requested (through permit PW 14-0112) that the City consider a different lot configuration for lots 3 and 4 from that which was approved under the preliminary short plat approval letter dated December 3, 2013. If you would like to revise the lot configuration as shown on the plans submitted for PW 14-0112, then that request must be included in the request for a one year extension of the short plat. As part of the letter requesting to revise the lot configuration, you must show that: 1. The average lot width for lots 3 and 4 is 50 feet; 2. The lots can accommodate a house with usable yards and the driveways provide adequate room to maneuver vehicles. If you want to request a revision to the preliminary approval of the short plat, please provide an explanation for that request, respond to the two items above and provide four sets of the revised plans. We will need to circulate the revised plans to the Departments that review short plats to obtain their approval. There is very little time left to accomplish the inter -departmental review so it is important to submit the short plat revisions request as soon as possible. A revision to the short plat must be approved prior to the short plat expiration date of December 3, 2014. Please let me know if you have any questions. Carol Lumb 2 Carol Lomb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 296431-3661 arol L um b§T ukovila Wa.gov Tukwila, the City of opportunity, the community of choice. 3 David McPherson From: Carol Lumb Sent: Tuesday, November 18, 2014 12:24 PM To: Don Tomaso; David McPherson Cc: Norita Deckard Subject: Malhans Short Plat - L13-016 Importance: High H i, I have routed to you both a proposed revision to the Malhans short plat — lots 3 and 4 are proposed for a different layout than what was approved when the short plat received preliminary approval on December 3, 2013. The engineer did not realize the short plat was expiring until DCD gave comments on the PW permit that was submitted a while back (PW14-0112).' Long story short, the engineer has requested a one year extension on the short plat — we need to issue a decision on that by December 3`d — I am hoping you have time to review the proposed lot configuration to ensure it complies with your codes — particularly you Don. The Thanksgiving holiday has reduced the number of days we have to turn this around. INorita — I brought the materials upstairs to deliver, but the door was locked, so I slid them under the door — there should be two folded sheets for the short plat (pages 1 and 2) and then a copy of a letter and the Revision form for Don's in - box. I'm hoping it didn't come apart when I put them under the door! Thanks very much — please let me know if you won't be able to review the items before next Wednesday. Carol Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Carol.Lumb?Tukwila VYa.gov Tukwila, the City of opportunity, the community of choice. 1 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L13-016 DECLARA A0N Know all men by these present that we, the undersigned, owners) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 59.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from ate of record, without the filing of a final plat. The undersigned further declare this short plat to e the graphic representation of said short subdivision and the some in made with the free consent and in accordance with the desire of the owners). In witness whereof we have set our hands and seals. Yodwinder Singh Malhons Toriochan Singh Sohota Curtej Singh Gill Royinder Singh Dhillon ACKNOWLEDGMENTS STATE OF WASHINGTON County of King On this day personally appeared before me to be known to be the individual who executed the within and foregoing instrument and acknowledged that they signed the same as their voluntary act and deed for the uses and purposed herein mentioned. GIVEN under my hand and official seal this day of 20 — Signature Name as commissioned Title My appointment expires STATE OF WASHINGTON County of King On this day personally appeared before me to be known to be the individual who executed the within and foregoing instrument and acknowledged that they signed the same as their voluntary act and deed for the uses and purposed herein mentioned. GIVEN under my hand and official seal this__ day of 20 _ Signature Name as commissioned Title My oppointment expires APPROVALS: DEPARTMENT OF ASSESSMENTS CITY OF TUKWILA TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Examined and approved this _ day of 20_ Chairperson Short Plat Subdivision Examined and approved this — day of . Assessor Deputy Assessor Account Numbers 004000-0615 20 RECORDING NO. VOL /PAGE SCALE: 30 0 15 30 60 122,0 I PORTION OF NE 1/4 of NE 1/4, S. 22, T. 23N, R.4 E, W.M. LEGAL DESCRIPTION (OLD) LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTION (NEW) LOT 1 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 0112'31 WEST ALONG THE WEST LINE OF SAID LOT 4 A DISTANCE OF 123.77 FEET; THENCE SOUTH 87'55'58" EAST A DISTANCE OF 126.24 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 123.77 FEET; THENCE NORTH 87'55'58" WEST A DISTANCE OF 126.25 FEET TO THE POINT OF BEGINNING; SUBJECT TO A PERPETUAL AND DECLARATION COVENANT FOR PRIVATE ROAD AND UTILITIES PER KING COUNTY RECORDING NO. 20030123001927. L 2 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRAC ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME_ 11 Or PLATS. PAGE 31, IN KING COUNT" WASHINGTON, DESCRIBED A. FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 0112'31 WEST ALONG THE WEST LINE OF SAID LOT 4 A DISTANCE OF 123.77 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST UNE OF SAID LOT 4 A DISTANCE OF 66.45 FEET THENCE SOUTH 87'55'58" EAST A DISTANCE OF 126.23 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 66.33 FEET; THENCE NORTH 87'55'58" WEST A DISTANCE OF 126.24 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO A PERPETUAL AND DECLARATION COVENANT FOR PRIVATE ROAD AND UTILITIES PER KING COUNTY RECORDING NO. 20030123001927. ACKNOWLEDGMENTS STATE OF WASHINGTON County of King On this day personally appeared before me to be known to be the individual who executed the within and foregoing instrument and acknowledged that they signed the same as their voluntary act and deed for the uses.and purposed herein mentioned. GIVEN under my hard and official seal this cloy of 20 Signature Nome as commissioned Title My appointment expires LEGAL DESCRIPTION (NEW) LOT 3 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 0112'31 WEST ALONG THE WEST UNE OF SAID LOT 4 A DISTANCE OF 190.22 FEET; THENCE SOUTH 87'59'18" EAST A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0112'31" WEST A DISTANCE OF 65.01 FEET; THENCE SOUTH 87'59'18" EAST; A DISTANCE OF 106.23 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 65.05 FEET; THENCE NORTH 87'59'18" WEST A DISTANCE OF 106.23 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AN EASEMENT FOR SANITARY SEWER PER KING COUNTY RECORDING NO. 2006014001235. LOT 4 THAT PORTION OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4, THENCE SOUTH 0112'31 WEST ALONG THE WEST UNE OF SAID Lt'T 4 A DISTANCE OF 190.22 FEET TO THE TRUE POINT OF ;INNING; THENCE CONTINUING AL' THE WEST LINE OF SAID LOT 4 A DISTANCE OF. 120.01 , CET; THENCE SOUTH 87'59'18" EAST A DISTANCE OF 126.22 FEET; THENCE NORTH 0112'46" EAST A DISTANCE OF 55.01 FEET; THENCE NORTH 87'59'18" WEST A DISTANCE OF 106.23 FEET; THENCE NORTH 0112'31" EAST A DISTANCE OF 65.01 FEET; THENCE NORTH 87'59'18" WEST A DISTANCE OF 20.00 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AN EASEMENT FOR SANITARY SEWER PER KING COUNTY RECORDING NO. 2006 01 4001 2 35. VICINITY MAP RECEIVE') NOV 18 2014 TUKWILA PUBLIC WORKS 03-04 RECEN\/Fn NOV 17 2014 DEVELUI'MLN I RECORDER'S CERTIFICATE Filed for record at the request of the City of Tukwila this day of_,20_,ot_minutes post M, and recorded in Volume of plats, on page records of King County, Washington King County Manager Supt. of Records & Election LAND SURVEYOR'S CERTIFICATE registered as o land surveyor by the State of Washington, certify toot this plot is based on an actual survey of the land described herein, conducted by me or under my supervision ',Fat the distances, courses and angles are shown hereon corre_tly and that monuments other than those monuments apprnved for setting at a later date, hove been set and lots corners staked on the ground as depicted on the plat. TOUMA ENGINEERS EAST VALLEY EXECU77VE PARK 255 SW 415T STREET, RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 MALHANS SHORT PLAT 4643 S. 146TH STREET DWN. BY DAN T. DATE MARCH, 2013 JOB NO. 99201SP CHKD. BY MHT SCALE 1" = 30' SHEET 1 OF 2 s _ 144TH I SI TE-� ST — 61 TMTJ STw N < is F N g I s1501H ST I h ® 5160TH ST ' \i VICINITY MAP RECEIVE') NOV 18 2014 TUKWILA PUBLIC WORKS 03-04 RECEN\/Fn NOV 17 2014 DEVELUI'MLN I RECORDER'S CERTIFICATE Filed for record at the request of the City of Tukwila this day of_,20_,ot_minutes post M, and recorded in Volume of plats, on page records of King County, Washington King County Manager Supt. of Records & Election LAND SURVEYOR'S CERTIFICATE registered as o land surveyor by the State of Washington, certify toot this plot is based on an actual survey of the land described herein, conducted by me or under my supervision ',Fat the distances, courses and angles are shown hereon corre_tly and that monuments other than those monuments apprnved for setting at a later date, hove been set and lots corners staked on the ground as depicted on the plat. TOUMA ENGINEERS EAST VALLEY EXECU77VE PARK 255 SW 415T STREET, RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 MALHANS SHORT PLAT 4643 S. 146TH STREET DWN. BY DAN T. DATE MARCH, 2013 JOB NO. 99201SP CHKD. BY MHT SCALE 1" = 30' SHEET 1 OF 2 tc CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L13-016 FND 1/2' BRASS DISC IN CONC MON IN CASE (7/25/12) S 144TH STREET S87'49'15'E 1318.52' r m FND 1/2" BRASS DISC IN I CONC MON IN CASE Z 1 CALC. (7/15/12) �4 S87'55'5S"E 1 394.05' o 15' —Ar ----- 5'X25' WATER EASEMENT LEGEND SEC CORNER r QUARTER CORNER po FOUND REBAR • SET REBAR W/CAP LOT AREAS LOT 1 = 15623 S.F. LOT 2 = 961S.F. LOT 3 = 68C S.F LOT 4 = 7007 SF FND r PIPE IN S 2.79' E AND 1.21'S CALC. (7/15/12) POWER POLE /LUMINAIRE END MON AND CASE W/LEAD NE CORNER OF SEC 22-23-4 (17./25/12) ry . POWER POLE W/LUMINAIRE N' S 146TH 394.05' EX FIRE HYDRANT STREET 0 S87'55'58'6 N 87'55'58" E- 126.25\ — - 797.05' 1 - o A/F20030123001926 JOINT DRAINAGE SYSTEM EASEMENT- A/F20030123001924 WATER EASEMENT A/F20030123001926 PRIVATE RD & UTILITIES EASEMENT A/F20030123001927 in to ACCESS ROAD POR US ASPHALT SEE DETAIL 15' n to '6 THREE NEW WATER M RS FOR LOTS t1 2.3,&4 I I \65.79' / / I Id / LJ 26.68' 41 t k— 42.70' II I yl 18 �- LOT 1 15,623. s.f. I r TI 126.24' Sg7'55.5$ E ` 1 LOT 2 RECORDING NO. VOL./PAGE 30 SCALE: 1 15 30 60 120 PORTION OF NE 1/4 of NE 1/4, S. 22, T. 23N, R.4 E, W.M. STA 0+04 1 75'RT EX SSMH RIM EL=278.10 INV EL=269.10-6"C 610'OFN 200' SANITARY SEWER a EASEMENT A/620030123001925 620' OF N 109.71' JOIN DRAINAGE SYSTEM EASMENT A/F20030123001924 S 20' OF N 129.71' OF E 41.24' JOINT DRAINAGE 9,613. s.t. 10' JOINT DRAINAGE \ 1 SYSTEM EASEMENT w 5_ 87'59'18" E 126.23' A/F20030123C 1924 20 n .106.23' N ^ I rn I S 148TH STREET L N N N N LOT 3 6.883. s.t. LOT 4 N� 7,007. s.t. BSBL (TYP) N N \ \I S 87'59'181 E 126.22' 0 SYSTEM EASEMENT 4/F20030123001 4 W 30' OF •ThE 0 60.29' OF N 190.00' JOINT DRAINAGE &i SYSTEM EASEMEI O A/F20030123001924 1n STA 2+19y 1 3'LT EX. SSMH RIM EL=277.90 INV EL -271.41-6"C EX. 38.5LF-6'SS, S=1.0% , JX 6' CLEANOUT RIM EL=276.7± INV EL=271.5-6'C 15' SANITARY SEWER EASEMENT RECORDED UNDER A/F #2006074001235 AND A/F #20091208001021 FND 1/2' BRASS DISC IN CONC MON IN CASE (7/25/12) SURVEY NOTES INSTRUMENT: NIKON TOTAL STATION DTMA1OLG METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: JANUARY 2003 BASIS OF BEARING: N 38th STREET (588'43'29"E) VERTICAL DATUM: NAVD 1988 BM= 0.5" COPPER PIN WITH PUNCH SET IN CONCRETE 0.53' DOWN FROM ONUMENT CASE RIM INTERSEXTION OF S 144TH STREET AND 46TH AVE S, HORIZONTAL DATUM: NAD 83/91 REFERENCE SURVEYS: AF#960169002 & 8412129002 FND 1/2" BRASS DISC IN CONC MON IN CASE (7/25/12) RECEIVE') NOV 181014 PUBLIC WOR" I,J (.5 0 0 TOUMA ENGINEERS EAST VALLEY EXECUTIVE PARK 255 SN' 41ST STREET, RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 MALHANS SHORT PLAT 4643 S. 146TH STREET DWN. BY DAN T. DATE JUNE, 2004 JOB NO. 820001SP.DWG CHKD. BY MHT SCALE 1" =30' SHEET 2 OF 2 TOUMA ENGINEERS AND LAND SURVEYORS. PPLC 255 SW 41st street, Renton, Washington 98057 TEL 425-251-0665 FAX 425-251-0625 E-mail Address: toumaengineering@gmail.com 24,44 Transmittal TO: Carol Lumb City of Tuwkila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Date: November 17, 2014 SUBJECT: 4 -Lot Short Plat — Permit No. PW 14-0112 FROM: Tom Touma Transmitting the following documents: (4) sets of revised short plat red -marked plans The December 3, 2013 the Short Subdivision Committee determined that the short plat complies with all applicable City code requirements. Under the Preliminary Approval Conditions, Item 1.b. indicated that flag lot (Lot 4) was not acceptable. Several meetings held with Mr. Brandon Miles and Fire Department representative to discuss this issue. It was suggested that a bi-shape lot may work. In response to a recent phone conversation with Carol Lumb, she asked to submit revised short plat for review by the departments to assure conformance with what was previously discussed. We continue our request of extension for one year in order to resolve both access issue and lot configuration. I will be glad to make myself available to discuss these issues at your convenience. Thank you for you assistance. Tom Touma PE/PLS Office 425-251-0665 . Cell 206-579-5008 Attachment enclosed s" Carol Lumb From: Touma Engineers <toumaengineering@gmail.com> Sent: Tuesday, November 11, 2014 3:36 PM To: Carol Lumb Subject: Re: Lot 3 & 4 Layout - and Request for Short Plat Extension Attachments: MALHAM-SP.pdf I am little bit confused as to what lot configuration we are using. The December 3, 2013 the Short Subdivision Committee determined that the short plat complies with all applicable City code requirements. Under the Preliminary Approval Conditions, Item 1.b. indicated that flag lot (Lot 4) was not acceptable. Several meetings held with Mr. Brandon Miles and Fire Department representative to discuss this issue. It was suggested that a bi-shape lot may work. Pursuant to our meetings the short plat was revised and construction plan submitted for review. In response to our submittal of the construction plans, Laurie Werle, stated that the bi-shape Lot 4 is not acceptable. She suggested revision to the short plat to square Lots 3 and 4, back to how it was originally designed. I noted that in order to achieve her suggestion, the access road become too long and won't meet the maximum length allowed. In response to a recent email received from Carol Lamb, dated November 0, 2014, she asked to revise the lot configuration to assure that the average lot width for Lots 3 and 4 is 50 feet, and the lot size is adequate to accommodate a house with usable yards. I have attached a plan showing that the average width of 50 feet can be attained, and adequate house and yard is adequately fit on these lots. We continue our request of extension for one year in order to resolve both access issue and lot configuration. I will be glad to make myself available to discuss these issues at your convenience. Thank you for you assistance. Tom Touma PE/PLS Office 425-251-0665 . Cell 206-579-5008 Attachment enclosed On Mon, Nov 10, 2014 at 5:30 PM, Carol Lumb <Carol.Lumb@tukwilawa.gov> wrote: Dear Mr. Touma, The City of Tukwila has received your request for a one year extension for short plat L13-016. You have also requested (through permit PW 14-0112) that the City consider a different lot configuration for lots 3 and 4 from that which was approved under the preliminary short plat approval letter dated December 3, 2013. 1 If you would like to revise the lot ,;onfiguration as shown on the plans subi.iitted for PW 14-0112, then that request must be included in the request for a one year extension of the short plat. As part of the letter requesting to revise the lot configuration, you must show that: 1. The average lot width for lots 3 and 4 is 50 feet; 2. The lots can accommodate a house with usable yards and the driveways provide adequate room to maneuver vehicles. If you want to request a revision to the preliminary approval of the short plat, please provide an explanation for that request, respond to the two items above and provide four sets of the revised plans. We will need to circulate the revised plans to the Departments that review short plats to obtain their approval. There is very little time left to accomplish the inter -departmental review so it is important to submit the short plat revisions request as soon as possible. A revision to the short plat must be approved prior to the short plat expiration date of December 3, 2014. Please let me know if you have any questions. Carol Lumb Carol Lamb, Senior Planner Department of Community Development City of Tukwila 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 206131-3661 Caro1.Lumb@Tukas laDYa, ov Tukwila, the City of opportunity, the community of choice. 2 Carol Lumb From: Carol Lumb Sent: Monday, November 10, 2014 5:31 PM To: 'toumaengineering@gmail.com' Cc: Minnie Dhaliwal Subject: Lot 3 & 4 Layout - and Request for Short Plat Extension Dear Mr. Touma, The City of Tukwila has received your request for a one year extension for short plat L13-016. You have also requested (through permit PW14-0112) that the City consider a different lot configuration for Tots 3 and 4 from that which was approved under the preliminary short plat approval letter dated December 3, 2013. If you would like to revise the lot configuration as shown on the plans submitted for PW14-0112, then that request must be included in the request for a one year extension of the short plat. As part of the letter requesting to revise the lot configuration, you must show that: 1. The average lot width for Tots 3 and 4 is 50 feet; 2. The lots can accommodate a house with usable yards and the driveways provide adequate room to maneuver vehicles. If you want to request a revision to the preliminary approval of the short plat, please provide an explanation for that request, respond to the two items above and provide four sets of the revised plans. We will need to circulate the revised plans to the Departments that review short plats to obtain their approval. There is very little time left to accomplish the inter -departmental review so it is important to submit the short plat revisions request as soon as possible. A revision to the short plat must be approved prior to the short plat expiration date of December 3, 2014. Please let me know if you have any questions. Carol Lumb Carol Limb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Caro]L unb@Tu fwilj 1VV ks ov Tukwila, the City of opportunity, the community of choice. 1 December 5, 2013 Mr. Tom Touma 255 SW 41St St Renton, WA 98057 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Short plat Application, L13-016 4643 S. 146t Street. Dear Mr. Touma: On December 3, 2013 the City issued preliminary approval for a four lot short plat at 4643 S. 146th Street. The documents included with this letter are being provided to you in order to assist you in moving towards final approval and subsequent recording of the short plat. If you have ny questions, please call me at (206) 431-3684. Si Brandon J. Miles Senior Planner cc. File (L13-016) Enclosures r 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 - Institutional Elementary School/Jr. High School student 1 $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) TO: Development Review Supplemental Memorandum Public Works Development Review Staff Fire Development Review Staff Building Development Review Staff FROM: Brandon J. Miles, Senior Planner DATE: May 9, 2013 RE: L13-016 Please review the attached short plat application. Comments Ale re-iftrfre',X. Sign Below Indicating Approval TO: RECEIVED MAY 09 2013 TUKVviLi; PUBLIC WORKS Development Review Supplemental Mg iorandum Public Works Development Review Sta Fire Development Review Staff Building Development Review Staff FROM: Brandon J. Miles, Senior Planner DATE: May 9, 2013 + RE: L13-016 — fl AGA Sita, Please review the attached short plat application. Comments (566 Ptv Coes �1KfAcKFs, ©7 Sign Below Indicating Approval 19 1,0 7i 7 MEMORANDUM www.ci.tulcwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Brandon Miles, Senior Planner ok rYt FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: May 31, 2013 SUBJECT: Malhans — 4 Lot Short Plat 4643 S. 146th Street TL no. 004000-0615 Short Plat and Miscellaneous Comments Short Plat — L13-016 Public Works has the following Preliminary 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 — L13-016. (See enclosed.) Prior to Final Short Plat, the following comments need to be addressed for Public Works. Short Plat Survey Map 1. Revise Short Plat Map sheets 1 & 2 of 2. Add L13-016 to Short Plat Number. 2. New legal descriptions for Lots 1, 2, 3, & 4; should include `subject to' and/or `together with' — reference the Perpetual Easement and Declaration Covenant for Private Road and Utilities - as applicable. (King County recording no. 20030123001927) (see enclosed) 3. New legal descriptions for Lots 1, 2, 3, & 4; should include `subject to' and/or `together with' — for any easements recorded at King County for this property. (see plan sheet showing easements with recording numbers — enclosed) 4. Provide legal description of Perpetual Easement and Declaration Covenant for Private Road and Utilities on Short Plat Survey Map. (King County recording no. 20030123001927) (see enclosed) Page 1 of 2 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. Show and label new fire hydrant on Site Development Plan per Fire Department requirements. Water main on-site from existing water main within S. 146th Street to the new fire hydrant shall be 8 -inch (D.I.). 3. New water meters and service lines shall be 1 -inch. Provide backflow per (1" fire/domestic fire service) detail. (see enclosed) Miscellaneous Comment 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 2. Duplicate Easement for Sewer Construction has been recorded at King County under (King County recording no. 20060614001235) & (King County recording no. 20091208001021) 3. An Operation and Maintenance Manual for Stormwater Collection and Detention System has been recorded at King County under (King County recording no. 20030224001593) (see enclosed) This document has been recorded without a Stormwater Collection & Detention System being constructed/installed. 4. Provide perc test, if planning to infiltrate on-site. Show over -flow drainage system to existing pipe within S. 146th Street (if applicable). Page 2 of 2 Brandon Miles From: Brandon Miles Sent: Tuesday, June 18, 2013 9:18 AM To: mhtouma@aol.com Subject: Malhans Short Plat, L013-016 Hi Tom - The City has completed its review of the above short plat application and all I need in order to move forward all the load specs for the access road. As soon as those are provided the City can continue to review the application. Please let me know if you have any questions. Regards, Brandon Brandon J. Miles, Senior Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206) 431-3684 The City of opportunity, the community of choice. 1 Brandon Miles From: Brandon Miles Sent: Friday, May 31, 2013 4:09 PM To: mhtouma@aol.com Subject: L13-016 Hi Tom - The Fire Department is requesting Toad specs for the porous asphalt. Is that something you have? If so, could you send my way? Thanks, Brandon J. Miles, Senior Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206) 431-3684 The City of opportunity, the community of choice. 1 TO: Development Review Supplemental Memorandum Public Works Development Revie Fire Development Review Staff Building Development Review Staff FROM: Brandon J. Miles, Senior Planner DATE: May 9, 2013 RE: L13-016 tall Please review the attached short plat application. Comments - t) 9'; 1 + C-°44`.'^-3^-Cn"` c ('F; ti Cyr 003t.,, �o C' @US 73 'S,0‘,...kk, Sign Below 4 ie _ � Brandon Miles From: Brandon Miles Sent: Thursday, May 09, 2013 2:42 PM To: 'mhtouma@aol.com' Subject: L13-016, Notice of Complete Application Hi Tom - This email is to inform you that the above short plat application is complete and has been routed to various Departments for review. I anticipate having the City's review completed by June 15, 2013. I will be in contact with you on or before that date. Please feel free to contact me with any questions. Regards, Brandon J. Miles, Senior Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206) 431-3684 The City of opportunity, the community of choice. 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 0040000615 Permit Number: L13-016 Address: 464 ._ Status: PENDING Suite No: Applied Date: 04/16/2013 Applican MALHANS SHORT PLAT Issue Date: Recei No.: R13-01377 Initials: TLS User ID: 1670 Payment Amount: $3,637.00 Payment Date: 04/22/2013 10:27 AM Balance: $0.00 Payee: TARLOCHAN S SAHOTA TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1015 3,637.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ZONING/SUBDIVISION 000.345.810 3,637.00 Total: $3,637.00 doc: Receiot-06 Printed: 04-22-2013 CITY OF TUJ[WJL4 Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning'aTlrk i'ila[i'.4.gov SHORT PLAT RECEIVED APR 16 2013 : PPLI(; AT1ON NAME OF PROJECT/DEVELOPMENT: /1i /iI',J,.1, Ar/ '74-1 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 4f /44.'14 eS.i-�� LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0za 1ono .-0/6--" DEVELOPMENT 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: 7—C)177 / , u rrr / //�� Cj Address: .25:5-3& 4151'3-4-eet / /CGd%/po, /AJ4 Phone: 4/7= 2a / � FAX:'ZS = 25-/- 6 ,625-- E-mail: 62 E-mail: ,/-17A1i CA/27-- cDin Signature: H:\Land Use Applications in PDF\Short Plat-7an2011 for PDF formatdoc Date: //s43 FOR STAFF USE ONLY Permits Plus Type: P -SS VSmm&r. 1 V 1e.1. zkur. L I. - V%% ` 1 L Application Complete Date: Project File Number: -PL. )' ` U , Application Incomplete Date: Other File Numbers: .p 12E12_-QQ 1 NAME OF PROJECT/DEVELOPMENT: /1i /iI',J,.1, Ar/ '74-1 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 4f /44.'14 eS.i-�� LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0za 1ono .-0/6--" DEVELOPMENT 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: 7—C)177 / , u rrr / //�� Cj Address: .25:5-3& 4151'3-4-eet / /CGd%/po, /AJ4 Phone: 4/7= 2a / � FAX:'ZS = 25-/- 6 ,625-- E-mail: 62 E-mail: ,/-17A1i CA/27-- cDin Signature: H:\Land Use Applications in PDF\Short Plat-7an2011 for PDF formatdoc Date: //s43 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). ICheck items ( Information Required. May be waived in unusual cases, upon approval of Public Works and/or submitted Planning with I application APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 2. Com . leted A lication Form and drawin s 4 co cies 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). v A.14 4. One set of all plans reduced to either 8 1/2" x 11" or 11" x IT. 5. Application Fee: See Land Use Fee Schedule. • 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice A./ A/L! T. Ifthe project requires SEPA review or involves a short plat of 5— 9 tots: Payment ofa $365 -notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determuimg that a complete appficatlon'hasbeen 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 Schedulefor generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless ofwhether 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 fhe Land Use Fee Schedule. 'Payment of this lee 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:\Land Use Applicati®s in PDF ' Short Plat-Jen2011 for PDF format doe Check items submitted with application IInformation Required. May be waived in unusual cases, upon approval of Public Works and/or Planning SENSITIVE AREAS PLAN: /U /A' 16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: 17. (a) Once setQf ll�ivil plans and analyses shallb .sta ine -si ied and dated by &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 f http:/hyAN NN .tukNi ilave a. goN /pubn%ks/p«permit.html for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the urooerty line). 17 - (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 (1'1R) 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 IAN vs i .tul wila« a. pas /pubs\ks/pwpermit.html. g) Locate the nearest existing hydrant and all proposed hydrants. (14 Shrew. the. 100yt..fland_iilain.houndnrj and_ elevatinn_asshnwn 1LFEMAmar}s. (i) Plan, profile and cross-section for any right-of-way improvements. (j) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating !/,those to be removed. Show the expected location of all new buildings. (1) Show proposed lot, tract and easement lines. H:\Land Use Applications in PDF\Short Plat-Jan20l 1 for PDF formatdoc Check items Information Required. May be waived in unusual cases, upon approval of Public Works and/or submitted Planning with I application PROJECT DESCRIPTION AND ANALYSIS: 1 Title Report: must clearly establish status as legal lot(s) of record, • - hi s+ V and encumbrances, must be dated within 45 days of application filin ; + o + all known easements 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. A7/4 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 Guidelinesand ensitive Area Special Stud 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 h ow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. (b) Legal descriptions of the existing and proposed lots. (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn-arounds per Fire Department standards. (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. (j) Locations of existing and proposed public street rights-of-way and private access easements. (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5-9 lot short plats or Planned Residential Developments only 0 11X 15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). H:\Land Use Applications in PDFShort Plat-Jan2011 for PDF format.doc STATE OF WASHINGTON CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planningta.TukwilaWA.gov Ail 14 OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at Otto 4/3 S. /4IG A SYree-/- for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at 4, �� /1 (city), it, Q (state), on 3'! 20 /3 (Print Wine) (Address) 206_ g7r=goal (Phone Number) (Signature) On this day personally appeared before me /Qd4//#9A0� S /z'/h4j? to me known to be the individual who executed the foregoing instrument and a knowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 3/ DAY OF '� 20 5 MOUNIR H. TOUMA NOTARY PUBLIC STATE OF WAS%NGTON MY COMMISSION EXPIRES 08-09-15 H:\Land Use Applications in PDFShort Plat-Jan2011 for PDF fonnatdoc NOT/CRY PUBLIC in and for e State of Washington resid ig at,e,�„pc.,er.Q f� x/7/06 c - My Commission expires on First American Title Return Address i AP 12 00192? PUBLIC EAS 42.00 PAGE 001 OF 006 01/23/2003 13:10 KING COUNTY, UA Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 (206) 242-7665 Document Title Perpetual Easement and Declaration of Covenant for Private Road and Utilities r., ECIElIfFrw MAY 09 2013 TUKVv ILA PUBLIC WORKS Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE ROAD AND UTILITIES Thai ease ent for private road and utilities is made and entered into this f l day of�►t.Y , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of First American Title First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE ROAD AND UTILITIES, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of the road, its pavement for any and all utilities located over, under, upon and across the real property situated in the City of Tukwila, Washington, described in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs of the private road and any and all utilities not otherwise the responsibility of others shall be the joint responsibility of all present and future owners of the described subject property NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above written Page Z of 5 - First First American Title First American Title Date this ( fir day of (7 1 lee--? 20(4 STATE OF WASHINGTON ) SS J�r7 I, COUNTY OF KING ) I certified that I know or have satisfactory evidence that `tom' Label person acknowledged is the person who appeared before me, and saidm knowled ed it to be h2 edged that h�higned this instrument and ac gr free and voluntary act for the uses and purposes mentioned in the instrument.,, DATED this N cv3 2'867 LIC m and fo ' e State of W< gton, residing at My Appointment expires Page 3 of .5— First First American Title First American Title EXHIBIT "A". SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page4 of S.- First American Title First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING, THENCE SOUTH ALONG THE WEST LINE OF SAID PARCEL S 01° 13' 32"W FOR 200 00 FEET, THENCE S 87 55' 49"E FOR 40 00 FEET, THENCE N 28° 04' 39" W FOR 40 86 FEET, THENCE N 01'0 13' 32" E FOR 14 95 FEET, THENCE CONTINUING NORTHEAST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 90°50' 39" FOR 31 71 FEET, THENCE S 871'55' 49" E FOR 44 71 FEET, THENCE N 01' 13' 32" E FOR 20 00 FEET, THENCE N 87°55' 49" W FOR 45 30 FEET, THENCE CONTINUING NORTHWEST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 89° 09' 21" FOR 31 12 FEET, THENCE N 01°13' 32" E FOR 89 71 FEET TO THE NORTH LINE OF SAID PROPERTY, THENCE N 87°55' 49" W FOR 20 00 FEET TO THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING Page S of5. First American Title 0 First American Title Retur Address• �`co t r 1-f4- L T� To u t,LA.1 ?gib g 2003 INN 11 LABEL PAGE�SC�TB11ISC 7666 ea 02/24/2063 12 47 KING COUNTY, UA Please pnnt or type iaformadon WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04 Document Title(s) (or transactions �contained therein) (all areas applicable to your document must be filled in) B/ , 1-r7o.1 tvieff •N -A441*CE /t+411N✓FL 1 FO ft Srag1.44t4) ren GSL-Lk--z✓?7of424-4--71---AinON 5'' 7 3 4 Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Gran (s) (Last name, first name, initials) 1 Ail. 04ArL,, S c4 T /3 , 2 Additional names on page of document Grantee(s) Last name first then first name and initials) 1 Cal OF 77-1447/(-4 2 Additional names on page of document Legal description (abbreviated i e lot, block, plat or section, township, range) e Additional legal is on page of document Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to venfy the accuracy or completeness of the indexing information •rovided herein I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36 18.010 I understand that the recording processing requirements may cover up or otherwise obscure so' / . f th % e �tof ��- original document Signature of Requesting Party First American Title First American Title Operation and Maintenance Manual for Stormwater Collection and Detention System Scott Label 4 -Lot Residential Short Plat 4643 S. 146th Street, Tukwila, WA 98168 (File No: L01-034) Table of Contents: Operations of System Inspection Checklist October 8, 2002 Prepared by Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Office: (206) 242-7665 Fax: Same First American Title First American Title Operation and Maintenance of Short Plat Storm System The operation of both the common and individual lot portions of the system is simple and requires only occasional inspections and maintenance procedures Attached within this manual is a set of checklists with scheduling and maintenance requirements. The commonly maintained storm system consists of a series of catch basins and a large 48 foot long 48" diameter stormwater detention tank, with one large 54" diameter catch basin at each end. A restrictor tee with orifice is located in the large catch basin to the north. The detention portion of the system collects and releases storm water from the private road surface and from the individual house driveways and roof tops. It is the joint responsibility of all of the homeowners to inspect, clean and maintain this part of the system The handling of this joint responsibility is spelled out in the storm drainage easement recorded with the original short plat. The water from the individual driveways and roof tops passes through a sediment control sump, one of which is located on each individual lot. The inspection, cleaning and maintenance for this sump is the same as for catch basins, and is each homeowner's individual responsibility. Note that along with each lot's sump, the house downspouts and gutters should be checked and cleaned each year, or more often. Doing this will also reduce the work in cleaning out the sediment sump for each lot when the time comes Details for the overall system's inspection and clean out, for both floating debris and sediment in the bottom of all catch basins and detention tank, are given in the attached checklists, along with maintenance items which may affect the system's proper operation. Note that some things apply only to the individual lot portions of the system, some apply to the commonly maintained portion of the system, and some apply to both. Questions about inspection and maintenance of this facility may be directed to Bruce S. MacVeigh, P E., Civil Engineer, (206) 242-7665. First American Title First American Title INSTRUCTIONS FOR USE OF MAINTENANCE CHECKLISTS The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Ignore the requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April 2. Once in late summer (preferable September) 3. After any major storm (use 1 -inch in 24 hours as a guideline), items marked "S" only. Using photocopies of these pages, check off the problems you looked for each time you did an inspection. Add comments on problems found and actions taken. Keep these "checked" sheets in your files. Some items do not need to be looked at every time an inspection is done Use the suggested frequency at the left of each item as a guideline for your inspection. First American Title First American Title REQUIRED ACTIONS: The following actions shall be taken to ensure that pollution generated on site shall be minimized: 1. Warning signs (e.g., "Dump No Waste - Drains to Stream") shall be painted or embossed on or adjacent to alt storm drain inlets. They shall be repainted as needed. Contact the Municipality regarding availability of stenciling supplies. 2. Parking lots shall be swept when necessary to remove debris and, at a minimum, twice a year. Use of newer model high -velocity vacuum sweepers is recommended as they are more effective in removing the more harmful smaller particles from paved surfaces. 3. Sediment removed from detention vaults shall be disposed of in a proper manner. Contact the Municipality for instruction prior to completing this task. 4. No activities shall be conducted on site that are likely to result in short-term high - concentration discharge of pollution to the stormwater system. Such activities may include, but not be limited to, vehicle washing, vehicle maintenance, and cleaning of equipment used in the periodic maintenance of buildings and paved surfaces. 5. Employees shall receive basic instruction regarding the control of pollution from commercial operations. Contact the Department of Ecology or the City of Tacoma Stormwater Source Control Program at (206) 591-5588 for assistance in completing this task. First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Control Structure/Flow Restrictor (Structure that controls rate at which water exits facility) r Frequency Drainage Feat= V Problem Condition To Check For Conons That Should Exist dd M Structure Trash & debris (includes sediment) Distance between debns buildup and bottom of orifice plate is less than 1-1t2 feet. All trash and debns removed P A l Strut:Wm/ damage Structures are not securely attached to manhole ural[ and outlet pipe structure should support at least 1,000 pounds of up or down pressure. Structure securely attached to vat and ouliet pipe A Structure is not in upright position (allow up to 1O% from plumb). Struchae in cones position A Connections to outlet pipe are not watertight and show signs of rust Connections to outlet pipe are watertight: structure repaired or replaced and works as designed M Any holes -other than designed holes. -in the structure. Structure has no holes other than designed holes. M.S Cleanout Slet. Damaged or missing Cleanout gate is not watabgtd or is fussing. Gate is watertight and wan= as designed. A Gate eanmot be mored up and down by one make:once person. Gate moves up and down easit and us waterbght. KS Chain 1eacrmg to gate is messing or damaged Cheat is in place and works as designed. A Gate is rusted over 50% of lis surface area. Gate us repaired or replaced to meet design standards. M,S Obstructions Any trash, debris. sediment, or vegetation blocking the plate. Platers tree of all obstructions and works as designed. M,S ` Overflow Dice Obstructors _ Any trash or debris btocidng (or having the ooteritral of biodanq) the overflow pipe. Pipe is free of all obsbu ors and works as destined f you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A=Annuai (March or April preferred) M=Monthly (See schedule) S=After major storms (use 1 -inch in 24 hours as a guideline) 3-17 First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Catch Basins and inlets Frequency Drainage System Feature / Y Problem Conditions To Cheek For Conditions That Should Bus~ M.S. - General Trash. debris, and sediment in or on basin Trash or debris in frond of the catch basset opening is boding capardy by more than 10% No trash or debns orated orneriest), front of catch basin opening Grate s kept dean ant allows water to ender M Sediment or debts (tri the basin) that tossed* 113 the depth from the bottom of basun to invert of the lowest pipe into or out of the basin, No sedunent or debns m the catch las./ Catch basin is dug out and clean M.S Trish of debts m any inlet or pipe bktclang more than 1/3 of its height Inlet and outlet pipes free of trash or debts. M . Structural damage to frame and/or top stab Comer of frame eudends more than 3/4 inch past web face sato the street Of applicable). Frames even with .at M• _ Top stab has holes larger than 2 square inches or cracks wider than 1/4 inch (Intent is to make sure fag material is running fico the basin). Top stab is free of holes and cries¢ M France not sitting flush on top slab. i.e.. of mora than 314 inch of the frame from the top stab. Frame is sitting tl,sh on top stab A / ' Cracks in basin wallsfootom ^separaton Cracks wider than 1/2 inch and longer t1nn3 feet, any evidence of soil panicles entering catch basil through cracks, or . maintenance persist judges that structure is unsound • Basin replaced or repaired to design standards. Contact a professierei engineer for evalabon. A ' Cracks wider than 112 inch and longer bran 1 foot at the joist of any kdet/outiet pipe or any evidence of soul particles entering catch basin through tracts. No sacks more than 1/4 inch vide at the joint of aslet/oustlet pipe. Costaet a professional engneer for evaluabon A Settlement/ sa misalignment Basan has sethed more than 1 anti or has rotated more than 2 inches out of alignment Basin or fessional design standards_ Contact a professional engineer for erahBLon. M.S Fire herd a otter poliul>on Presence of chemists such as natural gas, cal, and gasoline Obnosaous coot•. oda, or sludge noted. No color. cdor, or sludge Basan is dug out and clean. M,S L _ Outlet pipe is clogged with vacate= Vegetation or roots growing in inlet/outlet pipe joists that is more than sac Itches tae end less than six inches wart No vegetation or root growth present f you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A=Annual (March or April preferred) M=Monthly (see schedule) S=After major storms (use 1 -inch in 24 hours as a guideline) J-18 First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Conveyance Systems (P'pes, Ditches, and Swales) FrequencyDryng System Feature Probleat Canadians to Check For Conditions That Should Exist M.$ Pipes Sediment & debris Acccanubsted sediment that exceeds 20% of the diameter of the pope. Pipe cleaned of as sedmeent and debris u Vegetation Vegetation ant reduces free envenom of water ehrough pipes. All vegetation removed so water !tows freely through pipes A Damaged (rusted. bent. or crushed) Protective coaling s teenaged; rust is causing more than 50% detenoraticer to anY �of� Pipe repaired or replaced. M Any dent that sipreficarotiy impedes lbw (Le.. decreases the cross section area of pate by more than 20%). Pipe repaired or replaced M Pipe has mapr cracks or tears allowing groundvrater lege. Pipe repaired or replaced M.S Cpetr dArloes Trash & deters Dumping of yard wastes such as grass clippings and branches into basin. Unsightly accumulation of nondegradable n tarrais such as grass. plastic, metal. foam, and coated tape Remove trash and titins and dispose as prescribed by the Municipality. M Sediment bull up Accumulated sediment that exceeds 20% of the design depth. !Itch cleaned of al sediment and debris so chat i matches design. A • Vegetabon Vegetation (e.g., weedy shrubs or saplings) that reduces free movements of rater through ditches. Water Owes freely through catches. Grassy vegetation should be left alone. M erosion damage to slopes See Ponds Checklist. See Ponds Checklist A Rock reitvg out of place or missing Cif applicable) Maintenance person can see native sob beneath the rock Bring. Replace roofs to design standard. Vanes Catch basins See Catch Basals Cheekiest. See Catch Basins Cheadle.. KS Swates Trash & debris See above for Ditches. See above for Ditches. M Sediment buildup See above for Ditches. Vegetaben may need to be repartee after Weaning. M Vegel ibon not growing or - overgrown 1/4 Aerate sops and reseed and mulch ban areas. Maintain grass height a s mairmum of 6 incites for best stormwatertreatment. Remove woody growth, mcontou r, and reseed as necessary. Grass cover us sparse and seedy or areas are overgrown inch woody vegetation. . M.S Erosion ctanmge to slopes See Ponds Checldst. See Ponds Checidrs* M Conversion by homeovmer to ntanrpebble use Svraie has been teed len or blocked by sled. woodpih, shrsbbery eta If possible, speak weal horneavater and rammer that swaie area restored. Contact the Mwapahty to rept problem if net redrliied voluntarily 1-25 First American Title PLAN VIEW THE WATER METER IS INSTALLED BY CITY STAFF 1' COUPLING MUELLER 110 X ANGLE STOP BALL VALVE •B-24258 TO MAIN - TYPE K COPPER PIPE - PVC OLY ETHYLENE FIRE TO SERVICE (DCVA) DOUBLE CHECK VALVE TYPE K COPPER 1' MUELLER 300 BALL CURB VALVE FULL PORT 8-20285 THIS VALVE 15 ROTATED TO A VERTICAL POSITION THIS VALVE IS TO BE SEALED IN A OPEN POSITION V MUELLER PESID. FIRE SERVICE CONNECTION WITH F.I.P. CONNECTIONS & LOCKABLE ANGLE BALL VALVE THIS VALVE t5 10 A HORIZONTAL POSTON DOMESTIC TO SERVICE - TYPE K COPPER PIPE - PVC -POLYETHYLENE FITIINGS USED ON THE PIPES LEADING TO THE HOUSE FROM THE MUELLAR TEE SHALL BE MUELLER 110 TYPE FITTINGS OR EQUAL. FINISHED GROUND LINE SECTION METER INSTALLED BY CRY MUELLER RES FIRE SERVICE CONNECTION 24' GRAVEL TO MAIN TO SERVICE 1" FIRE SERVICE PARTS LIST: TYPE K COPPER 1-B-24258 - 1" COUPLING MUELLER 110 X ANGLE STOP - BALL 1-B-25028 - 1" CORP STOP - BALL 1 - TAILPIECE WITH FEMALE IRON PIPE THREADS NOTES: - TYPE K COPPER PIPE -PVC - POLY ETHYLENE 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. THE FIRE SPRINKER SYSTEM SHALL BE DESIGNED PER APPENDIX R AND NFPA 13D 4.THE DOUBLE CHECK VALVE SHALL BE INSTALLED WITHIN 5' OF THE WATER METER. 5. THE DOUBLE CHECK VALVE SHALL BE INSTALLED TO PROTECT FROM FREEZING. NOT TO SCALE • City of Tukwila 1" FIRE / DOMESTIC SERVICE SHEET: XX -XX REVISION #1: 1-11-2012 LAST REVISION: APPROVAL: I r B-24258 -COUPLING MEULLER 110 X ANGLE STOP -BALL FINISHED GROUND LINE METER INSTALLED BY CrTY TAILPIECE WTH FEMALE IRON PIPE THREADS GRAVEL - FOR DOMESTIC AND FIRE SERVICE TYPE K COPPER 1" FIRE SERVICE PARTS LIST: 1-B-24258 - 1" COUPLING MUELLER 110 X ANGLE STOP - BALL 1-B-25028 - 1" CORP STOP - BALL 1 - TAILPIECE WITH FEMALE IRON PIPE THREADS NOTES: -TYPE K COPPER PIPE -PVC - POLY ETHYLENE 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 5/8" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. THE FIRE SPRINKER SYSTEM SHALL BE DESIGNED PER APPENDIX R AND NFPA 13D 4. REFER TO CHAPTER 7 OF THE STANDARDS. NOT TO SCALE • City of Tukwila FLOW-THROUGH SYSTEM 1" FIRE / DOMESTIC FIRE SERVICE SHEET: XX -XX REVISION #1: 07.10 LAST REVISION: APPROVAL: Cite of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov 'IL, 1241% 1 41%1r1 . tt1r4 kyr VVA1L' it I AVAILABILITY PERMIT NO.: Part A: Tobe completed :by>applicant Site address (attach map and legal descriptipp showing hydrant location and size of mai : AV.014.L0 6T- wk ai cog Owner Information Agent/Contact;Person Name: T -,,,,, tC��n �y rict�n ,Name: —' / OM /CPL.) ill A - Address: 4.6u., 6 ittt;a5T TAu'd ici1/4.ci ®c-914 Address:1 5 .5t. 4.is • 61 pa ntonei(b( j7 Phone: /� x .5- M.') i -DepeoS- Phone: AIS- 2 DA -06)(0 J This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit O Preliminary Plat O Rezone Estimated number of service connections and water meter size(s): Short Subdivision 0 Other f 1/ Vehicular distance from nearest hydrant to the closest point of structure is Area is served by (WaUtility. WI) /2s Owner/Agen gnature ft. /2- /' , 12._ Date Part B: To be completed by water utility` district 1. The proposed project is within 2. No improvements required. 1 i4 6e.. i L* j IC. t� (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: k)/A (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of residual for a duration of 2 hours at a velocity of / 0 fps as documented by the attached calculations. 5. Water availability: ▪ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ System is not capable of providing service to this project. / f4 75 gpm at 20 psi RECEIVED LVED MAY 09 2013 r)U!. ' I hereby certify that the above information is true and correct. 1<.rna4jg C:�ca;is `t t,�:r�rr_tl D; s'i iCr 125 Agency'iphone . � . 24-1 2, -'i 5 q 7 //1,4 a {.A._ Per -.4.44b-71,0- By Date xp-‘� 6a -it -i3) This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" Baer plicate or Rater AvailabI[Gty yaw C©urnh W terstol t 1‘ The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulatil then in effect. Applicant's Signature Date /-2-4/1 l/ District Representative bt L ,,, Date /2..— l ( i construction Page 1 of 2 Current Projects Water District 125 is currently installing an intertie with Highline Water District, GIS mapping and side services on S 154th St. Future Projects Water District 125 is preparing to bid a water main replacement project at the intersection at S Both St and E Marginal Way S. Contractors If you would like to apply to be on Water District 125's small works roster please fill out the attached application and return it to the District. Water District 125's Current Small Works Roster Have a leak? If you think you might have a leak there is an easy way to check. Please see the video below provided by Professor H2o and Highline Water District. I inJ out d you have a realer leak q•1 OCD • 0 If the video fails to load please click here. http://www.waterdistrict125.com/construction.htlnl Installing Water Service Contractors developing property will need to have a coi Availability Letter (WAL) in order to obtain a build' The Cost Commercial S 100.00 Residential S 30.00 WAL's are only available at the District office. When you Availability you will need to bring the following items Legal Description Vicinity Map * Tax Parcel Number • Payment (Check or Cash) The application will take approximately 3-4 days tc Water Service Installation For installation fees please see the CI ).oto. 2Z.--% 11 3e4oCe N 8'k l.a,► T• 4- � t vILwP�18(14 Have a toilet leak? If you think you might have a leak in your toilet here is how yc 1. Remove the TANK lid. 2. Put 5-10 drops of food coloring in the TANK. Put lid back oi 3. After about 10 minutes, look in the BOWL. If you see color, The main causes of a leak are either a "fill valve" that will not s "flapper". Fill valve problem A fill valve problem will cause water to flow over the "overflow because the water level is set too high or it won't shut the watt adjust the water level lower or can't get the fill valve to shut of valve. Pedestal fill valves are considered more reliable than the Bad flapper If you had water run into the bowl during the dye test and the set too high, your flapper is probably leaking and it should be : old flapper has a float on the chain, make sure your new one d old float on the new chain). When replacing a toilet flapper, remember that it is very impo with the proper flapper model for your toilet. Using a standarc 1.6 gallon toilets can make the toilet flush up to 3.5 gallons per FlushStar models). 11/20/2012 fc/'Iotz $5046 • igueitiefgc03 EC IV E MAY 09 201: TUKWILIA PUBLIC VVO !1; 0.1,1hu4•dirt t twillitl. 1 ►Y',A.VOW Cir 14816 Military f ' South P.O. Box 69556 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 ❑ Certificate of Sewer Availability Commercial: $100 OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) `° urpose of Certificate: U Building Permit ❑ Preliminary Plat or PUD U Other 14 Short Subdivision ❑ Rezone Propo Use: KS Residential Single Family ❑ Residential Multi -Family U Commercial U Other Applicants Name: Joel /,ij 1(74e r J id/nJ . h M Phone264 .. q 7S..z08 / Property Address or Approximate Location: Tax Lot Number. . /4(6 ' 5t. , 7ak f2/4 4 aaVO 0 - 06/5' 444/7(3 S 4 Legal Description(Attach Map and Legal Description if necessary): Lo /'fjSLDcC,S", /k/a,Ns Ave_ //?x4 4Gcafd/Itjlb 4e.P/411 -ietago ' £ (*al it 4 / 1/ afe/44, ,;I 4,7). eae)n , Vit . Part B: (To Be Completed by Sewer Agency) 1. ip a. Sewer Service will be provided by side sewer connection only to an existing 4 a size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR U b. Sewer service will require an improvement to the sewer system of U (1) feet of sewer trunk or lateral to reach the site; andlor ❑ (2) the construction of a collection system on the site; andlor U (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system improvement will require a sewer comprehensive plan amendment. y❑, 3. 1i91 a. The proposed project is within the corporate limits of the District, or has been granted Boundary AReview Board approval for extension of service outside the District, OR U b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ P2° .--- a. District ConnectionoCharges due prior to connection: GFC: $ ,572 SFC: $ 1 900 — UNIT: $ TOTAL: $ (Subject to Change on January 1st) A King County/METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required U May be Required c. Other. certify that the above sewer agency information is true. This certification shall be valid for one year date of signature.. Title PI Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tulcwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature fib, 7,- — Date I Parcel Map and Data 0 0 N,,� ••.0 O .1-1-4.1,5t:-S,, a a CS a 0IN a o --„,,,„...,.,„,.q„.,�,,, .._. a a Co oa �; y, b �i•F .._� v_ 14':»,..e- 9 • a q aa s o a 0 A 0 0 4 a. q FT • 0 . -, � ArJ. !O.o b O 0 9 a 0 a. a-,...rr.,,�.n0 OW. Ai a o ) . 0 ,�.• �y-'re�n0 ^u v.--,... 9 4-43 O. O ,...tea a O 0- a O. a a t a 0 L. .,.mrd.=.....,:.��9.a_. 4 a o 43 4, a o 0 0 00 0h .o. - C� a a .. o �. 0I/ .q w�Q l a•;.q �Q:..,,�,o'�, a0 Q. i G • Q, O (�i G: ' a 0 a '' CI CI . o' 2 - `' p0' =. Parcel Number 0040000615 Site Address 4643 S 146TH ,ST Zip code 98168 • Taxpayer MALHANS YADWINDER SINGH The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." o.: a ,I 4:140Icv.- _µ.. o o mo c. o ,,-,,,,,,•-.. 0 a o. a: r-- o .,,..'7 ,. _ MALHAN SHORT PLAT -CITY OF TUKWILA - LOT CLOSURES SAY 09.2013 TUKVviu-' PUBLIC WORKS Lot name: 1 North: 4127.3258 Line Course: N 87-55-58 W North: 4131.8795 Line Course: N 01-12-31 E North: 4255.6220 Line Course: S 87-55-58 E North: 4251.0679 Line Course: S 01-12-46 W North: 4127.3256 Perimeter: 500.04 East: 9982.7519 Length: Length: Length: Length: 126.24 East: 123.77 East: 126.25 East: 123.77 East: 9856.5940 9859.2047 9985.3725 9982.7529 Area: 15,623. s.t. 0.35 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0010 Course: S 80-16-16 E Error North: -0.00017 East: 0.00099 Precision 1: 495,468.30 Lot name: 2 North: 4061.0083 Line Course: N 87-59-18 W North: 4065.4394 Line Course: N 01-12-31 E North: 4131.8746 Line Course: S 87-55-58 E North: 4127.3209 Line Course: S 01-12-46 W North: 4061.0057 East: 9981.3481 Length: Length: Length: Length: 126.23 East: 66.45 East: 126.24 East: 66.33 East: 9855.1958 9856.5975 9982.7553 9981.3514 Perimeter: 385.26 Area: 8,380. s.t. 0.19 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0042 Course: S 52-06-37 E Error North: -0.00260 East: 0.00335 Precision 1: 90,858.71 Lot name: 3 North: 4061.0083 East: 9981.3481 Line Course: S 01-12-46 W Length: 65.01 North: 3996.0129 East: 9979.9721 Line Course: N 87-59-18 W Length: 106.23 North: 3999.7419 East: 9873.8076 Line Course: N 01-12-31 E Length: 65.01 North: 4064.7374 East: 9875.1788 Line Course: S 87-59-18 E Length: 106.23 North: 4061.0084 East: 9981.3433 Perimeter: 342.47 Area: 6,904. s.t. 0.15 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0047 Course: N 88-47-21 W Error North: 0.00010 East: -0.00473 Precision 1: 72,441.75 Lot name: 4 North: 3996.0166 Line Course: N 87-59-18 W North: 3999.7456 Line Course: N 01-12-31 E North: 4064.7411 Line Course: N 87-59-18 W North: 4065.4432 Line Course: S 01-12-31 W North: 3945.4599 Line Course: S 87-59-18 E North: 3941.0292 Line Course: N 01-12-46 E North: 3996.0268 Line Course: N 87-59-18 W North: 3999.7558 Line Course: S 87-59-18 E North: 3996.0268 East: 9979.9723 Length: Length: Length: Length: Length: Length: Length: Length: 106.23 East: 65.01 East: 20.00 East: 120.01 East: 126.22 East: 55.01 East: 106.23 East: 106.23 East: 9873.8078 9875.1790 9855.1913 9852.6600 9978.8022 9979.9665 9873.8020 9979.9665 Perimeter: 704.93 Area: 8,242. s.t. 0.18 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0118 Error North: 0.01026 Precision 1: 59,834.70 Course: N 29-23-56 W East: -0.00578 Lot name: TOTAL North: 4114.6407 Line Course: N 87-55-58 W North: 4119.1948 Line Course: S 01-12-31 W North: 3809.0238 Line Course: S 87-59-18 E North: 3804.5931 Line Course: N 01-12-46 E North: 4114.6436 East: 6341.2077 Length: Length: Length: Length: 126.25 East: 310.24 East: 126.22 East: 310.12 East: 6215.0399 6208.4961 6334.6383 6341.2021 Perimeter: 872.83 Area: 39,151. s.t. 0.89 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0063 Course: N 62-19-39 W Error North: 0.00294 East: -0.00561 Precision 1: 137,821.59 Form No. 14 Subdivision Guarantee Guarantee No.: 4209-2047839 R ECis..n/ HAY 09 2013 TLAINii-rt PUBLIC WORKS GUARANTEE Issued by First American Title Insurance Company 818 Stewart St, Ste 800, Seattle, WA 98101 Tit/e Officer: Pat Fullerton Phone: (206)728-0400 FAX: First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 1 First American Pat Fullerton (206) 615-3055 pfullerton@firstam.com King County Title Team One Fax No. (866) 904-2177 First American Tide Insurance Company 818 Stewart St, Ste 800 Seattle, WA 98101 Phn - (206)728-0400 (800)826-7718 Fax - Jennifer Salas Tina Kotas (206) 615-3011 jsalas@firstam.com SUBDIVISION GUARANTEE LIABILITY $ 1,000.00 ORDER NO.: FEE $ 350.00 TAX $ 33.25 YOUR REF.: First American Title Insurance Company a Corporation, herein called the Company (206) 615-3012 tkotas@firstam.com 4209-2047839 Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Touma Engineers herein called the Assured, against Toss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the 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 above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: February 25, 2013 at 7:30 A.M. First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 2 SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Tarlochan Singh Sahota, Yadwinder Singh Malhans, Gurtej Singh Gill and Rajinder Singh Dhillon, each as their own separate estate B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. APN: 004000-0615-09 First American T7tie Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 3 RECORD MATTERS: 1. General Taxes for the year 2013. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 004000-0615-09 ist Half Amount Billed: $ 1,350.85 Amount Paid: $ 0.00 Amount Due: $ 1,350.85 Assessed Land Value: $ 132,000.00 Assessed Improvement Value: $ 58,000.00 2nd Half Amount Billed: $ 1,350.85 Amount Paid: $ 0.00 Amount Due: $ 1,350.85 Assessed Land Value: $ 132,000.00 Assessed Improvement Value: $ 58,000.00 2. Easement, including terms and provisions contained therein: Recording Information: 20030123001924 ,h For: Private Joint -Use drainage system 3. Easement, including terms and provisions contained therein: Recording Information: 20030123001925 For: Private Joint -Use sanitary sewer system 4. Easement, including terms and provisions contained therein: Recording Information: 20030123001926 For: Water lines and water services 5. Easement, including terms and provisions contained therein: Recording Information: 20030123001927 For: Private road and utilities 6. Easement, including terms and provisions contained therein: Recording Information: 20030224001593 .x For: Operation and Maintenance Manual for Stormwater Collection and Detention System 7. Easement, including terms and provisions contained therein: Recording Information: 20060614001235 :, In Favor of: Val Vue Sewer District, King County, Washington, a Municipal Corporation For: constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 4 8. Easement, including terms and provisions contained therein: Recording Information: 20091208001021 "' In Favor of: Val Vue Sewer District, King County, Washington, a Municipal Corporation For: constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 5 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Ads authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, hens, encumbrances, adverse daims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in this Guarantee. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in this Guarantee, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in this Guarantee, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disdosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 6 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a daim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured daimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, induding any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in this Guarantee; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attomeys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a daim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such daim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Form No. 1282 (Rev. 12/15/95) First American Title 05 0592 0585 36 ! 0602 0603 5{ 060e 0605 g26a7 +,7 w,991 wa LOT 4 3702 3 0558! ! ;e 0562 o !; 3 e@ 0510 0511 0575 0570 3566 rwnx, u,rh n 9n,'71R PM - mm mawnn 5r am npt/ Fas NmanPs9n!%%64 6R74 9P36961]man42 1a 121 2PM a�3l1 ueauawy Ts.gd 2f� awl ueopewy )rsJ!d First American Title First American Title r First American Title Return Address 111 20030Al 1 3 01924 PAGE 00C EAS 1 OF 000 43 00 01/23/2000 13.10 KING COUNTY, UA Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 (206) 242-7665 RECEIVED MAY 09 2013 TUKVviv, 'AMC WORKS Document Title Perpetual Easement and Declaration of Covenant for Private Joint -Use Drainage System Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE JOINT -USE DRAINAGE SYSTEM This perpe9.1a1 easement for pnvate joint -use drainage system is made and entered into this (7 J • day of \Tfri1L.//Zy , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of First American Title First American Title Date this day of STATE OF WASHINGTON ) ) SS. COUNTY OF KING ) 2003 GRANTOR (S) ti 13 Lithe/ ..he I certified that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that "signed this mstrument and acknowledged it to be h• r free and voluntary act for the uses and purposes mentioned in the instrument c•''�� E , DATED this .frtoQy\tc ,v F+ !, . ee PtUEL G ri day of c7nU3 2007" TARY PUBLIC in and ashington, residing at My Appointment expires Page 3 of to of 71-1 First American Title First American Title EXHIBIT "A" SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page ¢ of 6 First American Title 1 First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING, THENCE SOUTH ALONG THE WEST LINE OF SAID PARCEL S Of 13' 32"W FOR 200 00 FEET, THENCE S 8/55' 49"E FOR 40 00 FFFT, THENCE N 28° 04' 39" W FOR 40 86 FEET, THENCE N 01013' 32" E FOR 14 95 FEET, THENCE CONTINUING NORTHEAST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 90° 50' 39" FOR 31 71 1 bET, THENCE S 81'55' 49" E FOR 44 71 FEET, THENCE N 01` 13' 32" E FOR 20 00 FEET, THENCE N 87°55' 49" W FOR 45 30 FEET, THENCE CONTINUING NORTHWEST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 89°09' 21" FOR 31 12 FEET, THENCE N 01° 13' 32" E FOR 89 71 FEET TO THE NORTH LINE OF SAID PROPERTY, THENCE N 87°55' 49" W FOR 20 00 FEET TO THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING Page Sof 6 First American Title First American Title TOGETHER WITH THE SOUTH 10 00 FEET OF THE NORTH 200 00 FEET OF SAID PROPERTY, LESS THE WEST PORTION THEREOF WITH A SOUTH LINE LENGTH OF 40 00 FEET AND THE EAST LINE OF WHICH IS AT A BEARING OF N 28°04' 39" W, 4- TOGETHER WITH THE SOUTH 60 29 FEET OF THE NORTH 190 00 FEET OF THE EAST 30 00 FEET OF SAID PROPERTY, 1, TOGETHER WITH THE SOUTH 20 00 FEET OF THE NORTH 129 71 FEET OF THE EAST 41 24 FEET OF SAID PROPERTY, 4 TOGETHER WITH THE NORTH 109 71 FEET OF THE EAST 20 00 FEET OF SAID PROPERTY Page ‘of First American Title First American Title Retur Address. �`COrzit vz6 So. /46 ( C at, CA/4 ?gig r 21111 11111111111 003 224001593 PE be OF peaNISC 76 E0 KING cOUNTY121JA7 Please print or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCW 6504 Document Title(s) (or transactions contained therein) (all areas applicable to your document must be filled in) B1 .j417oi 4 tt4perAirE.AlktfliCE /,vtH?t✓el_ 1 F0t2 sr't7i2.t44“% "1 &-crre �i--AtTtcaN S1/.Tl4j 3 4 Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grantor(s) (Last name, first narps, initials) 2 , Additional names on page of document Grantees) Last name first then first name and uutials) 1 45:4 n= %17.14 / c -of 2 , Additional names on page of document Legal description (abbreviated i e lot, block, plat or section, township, range) Additional legal is on page of document Assessor's Property Tax Parcel/Account Number 9 Assessor Tax # not yet assigned The Auditor/Recorder will rely on the information provided on the form The staff will not read the document to verify the accuracy or completeness of the indexing information .rovided herein I am requesting an emergency nonstandard recording for an additional fee as provided m RCW 36 18.010 I understand that the recording processing requirements may cover up or otherwise obscure so- r . / . f th y e /of `f original document 11 Signature of Requesting Party /3,� First American Title First American Title Operation and Maintenance Manual for Stormwater Collection and Detention System Scott Label 4 -Lot Residential Short Plat 4643 S. 146th Street, Tukwila, WA 98168 (File No: L01-034) Table of Contents: Operations of System Inspection Checklist October 8, 2002 Prepared by Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Office': (206) 242-7665 Fax: Same First American Title First American Title Operation and Maintenance of Short Plat Storm System The operation of both the common and individual lot portions of the system is simple and requires only occasional inspections and maintenance procedures Attached within this manual is a set of checklists with scheduling and maintenance requirements. The commonly maintained storm system consists of a series of catch basins and a large 48 foot long 48" diameter stormwater detention tank, with one Targe 54" diameter catch basin at each end. A restrictor tee with orifice is located in the large catch basin to the north. The detention portion of the system collects and releases storm water from the private road surface and from the individual house driveways and roof tops. It is the joint responsibility of all of the homeowners to inspect, clean and maintain this part of the system The handling of this joint responsibility is spelled out in the storm drainage easement recorded with the original short plat. The water from the individual driveways and roof tops passes through a sediment control sump, one of which is located on each individual lot. The inspection, cleaning and maintenance for this sump is the same as for catch basins, and is each homeowner's individual responsibility. Note that along with each lot's sump, the house downspouts and gutters should be checked and cleaned each year, or more often. Doing this will also reduce the work in cleaning out the sediment sump for each lot when the time comes Details for the overall system's inspection and clean out, for both floating debris and sediment in the bottom of all catch basins and detention tank, are given in the attached checklists, along with maintenance items which may affect the system's proper operation. Note that some things apply only to the individual lot portions of the system, some apply to the commonly maintained portion of the system, and some apply to both. Questions about inspection and maintenance of this facility may be directed to Bruce S. MacVeigh, P E., Civil Engineer, (206) 242-7665. First American Title First American Title INSTRUCTIONS FOR USE OF MAINTENANCE CHECKLISTS The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Ignore the requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April 2. Once in late summer (preferable September) 3. After arty major storm (use 1 -inch in 24 hours as a guidelines, items marked "S" only. Using photocopies of these pages, check off the problems you looked for each time you did an inspection. Add comments on problems found and actions taken. Keep these "checked" sheets in your fifes. Some items do not need to be looked at every time an inspection is done Use the suggested frequency at the left of each item as a guideline for your inspection. First American Title First American Title REQUIRED ACTIONS: The following actions shall be taken to ensure that pollution generated on site shall be minimized: 1. Warning signs (e.g., "Dump No Waste - Drains to Stream") shall be painted or embossed on or adjacent to alt storm drain inlets. They shall be repainted as needed. Contact the Municipality regarding availability of stenciling supplies. 2. Parking lots shall be swept when necessary to remove debris and, at a minimum, twice a year. Use of newer model high -velocity vacuum sweepers is recommended as they are more effective in removing the more harmful smaller particles from paved surfaces. 3. Sediment removed from detention vaults shall be disposed of in a proper manner. Contact the Municipality for instruction prior to completing this task. 4. No activities shall be conducted on site that are likely to result in short-term high - concentration discharge of pollution to the stormwater system. Such activities may include, but not be limited to, vehicle washing, vehicle maintenance, and cleaning of equipment used in the periodic maintenance of buildings and paved surfaces. 5. Employees shall receive basic instruction regarding the control of pollution from commercial operations. Contact the Department of Ecology or the City of Tacoma Storrnwater Source Control Program at (206) 591-5588 for assistance in completing this task. First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Control Structure/Flow Restrictor (Structure that controls rate at which water exits facility) Frequency r DDraragg. Feat=,/ / Problem Conditions To Check For Conditions That Should Exist M Structure Trash & debns (includes sediment) Distance between debns buildup and bottom of orifice plata is fess than 1-12 feet All trash and debris removed A J Structural damage Structures are riot securely attached to manhole wall and *Wet pipe aructusre should support at least 1.000 pounds of up or down fie' Structure securely attached to wall and outlet pipe A Structwa is not in upngt 6 position (allow up to 10% horn plumb). Struchae in correct position A Connections to outlet pipe are not watertight and show signs of rust. Connectors to outlet pipe are watertight; structure repaired or replaced and works as designed M Any holes—other than designed thou in the sbsxhrre. Structure has no holes atter than designed holes. M,S Cleanout Os Damaged or Cleanout gate is not watabght oris missing. Gate is watertight and wer16 as designed. A Gate Cannot be moved up and down by one nairdManc a person. Gate moves up and dam emit and s watertight. M.S . '>ed. Chain leafing to gate is massing or damaged. Chaim is in place and works as A Gate is rusted over 50% of its surface area. Gate a repaired or replaced to meet design standards. M,S Obsbu>;tions Any trash. debris. sediment. or vegetation blocking the plate Prate IS free of att obstructions and worts as designed. M.S Overgrow ono Obstructions - Any trash or debris brooking (or having the t#entral of blacano) the overflow pipe. Pipe is free of all obstructions i and works as desroned If you are unsure whether a problem exists, please contact a Professional Engineer_ Comments: Ar -Annual (March or April preferred) Mr -Monthly (See schedule) S=After major storms (use 1 -inch in 24 hours as a guideline) J- 17 First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Catch Basins and Inlets Frequency Drarage System Feature / `/ Problem Conditions To Check For Condkhons That Should End M.S. - General Trash, dam, and sediment in ar on basun Trash or debris in front of the catch basin opening is blociong capacity by more than 10% No trash or debns looked vrune rate+y front of catch basin opening Grate a kept dean and alloys water to enter M Sediment or debns (in the basin) that exceeds 1/3 the depth from the bottom of basun to invert of the lowest pipe unto or out of the basin. No sediment or debris in the catch tas.n' Catch basins dug out and clean M.S Trash or debns an any inlet or pipe blocking more than 1!3 of Its height Inlet and outlet popes tree of trash or debris. M Structural damage to frame and/or top slab Comer of frame extends more than 3/4 inch past curb face into the street (if appacabie). Frame is even with nab . Top stab has holes larger than 2 square Inches or cracks wider than 114 inch (Went is to malas sure alt material is running into the basin). Top slabs free of holes and cracks Frame not sitting Slush on top slab, i.e.. separation of more than 3/4 inch of the frame horn the top stab. Frame is sitting flesh on top stab A Cracks in basin watis/bottcm Cracks wider than 12 brit and longer than3 feet, any evidence of soil particles entang catch basin through cracks, or . person judges'/ at structure is unsound. Basin replaced or repaired to design standards. Contact a professcmal engineer for evaluabon. Cracks wider than 112 inch and longer than 1 foot at the joint of any blet/outiet pipe or any evidence of sol particles entering catch basin through cracks. No aades more than 1/4 inch wade at . - joint of 3nkUoutlet pipe. Contact a professional engineer for erahaborn Settlement/ marment Basin has settled more than 1 inch a has rotated more than 2 inches out of alignment. Basin replaced er repaired to deign standards. Contact a professional engineer for evaluation. KS Fere hard or other potluban Presence of chemicals such as natural gas, a1, and gaso5ne Obncnoous color, odor. or sludge noted. No cola, odor, or sludge Basun is dug out and dean M,S Outlet pipe is clogged with veadaben Vegetation or roots growing in inietlout et pipe joints that is more than sac inches tae and less than six inches wart No vegetation or root growth present f you are unsure whether a problem exists, please contact a Professional Engineer. Comments: Key_ A=Annual (March or April preferred) M=Monthly (see schedule) S=After major storms (use 1 -inch in 24 hours as a guideline) J- 18 First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Conveyance Systems (Pipes, Ditches, and Swales) Frequency DrainageSystem Feature / 11( Problem l Conditions to Check For Cotdabons That Shoed Exist M,S Pipes 1 Sedsment & debns Accumulated sedment that exceeds 20% of the drameter of the Pape. Pipe cleaned of all sediment and debts M Vegetal on ' Vegetation that reduces free movement of water through pipes• Al vegetation removed so water , flows freely through pipes A Damaged (rusted, bent, or crush Protective coating is damaged; rust is causing more than 50% deterioration to tin! Pat of Pape. Pipe repaired or replaced. M My dere that signdreantly impedes flow (Le.. decreases the cross section area of Pape by eine than 20%). Pipe repaired or replaced r M l Pipe has mast cracks or tears atkwang groundwater leakage. Pipe repaired or replaced M,S r Open aches Trash & dews Dumping of yard wastes such as grass tappings and branches into basin. Unsightly acU rtutabon of not>degradab a materals such as gl. Pte, metal. foam, and casafed Wel Remove bash and debris and d'spose as pressnbed by the kQa ciparty. M Sediment buildup Accumulated sediment that exceeds 20% of the design depth. Ditch weaned of a9 sedvnent and t debris so that 1 matches design. A Vegetabon t Vegetation (e.g., weedy shrubs a copings) that reduces free movements of water through Mattes. Water flows treaty through dashes. Grassy vegetation shadd be lett alone. M - Erosion damage to sbpes Sea Ponds Checldsi. See Ponds Check. R A Rock faring out of pace or hag ft app) Maintenance scam see native soil beneath the Replace rode to design starhdrd a Vanes Catch basins See Catch Bases Chectdst. See catch nasus Cheddast. M,S Swafes Trash & debts See above to Caches. See above for :]etches. M r Seel:mad buBdup See above for ouches. Vegetal= may need to be repparteC alta clearhtrhg. IA Vegetabon not growing or • marc Grass coverts seedy sparse arhd or areas are overgrown with woody vegetoton. Aerate sods and reseed and mulch bare areas. Maintain grass height a a minimum of 6 Inches for test santmarer treatsment. Remove woody growth, rcso tour, and reseed as necessary. M,S Eros= damage to slopes See Pends Checkkst. See Ponds Chemo M Conversion by homeowner to incompatible use Swale has been tiled in or blacked shed. woodpiles shrubbery, etc. by tf wner dr' speak with hr be request that shrale arra be restored. Contact the M a c pafey to repot problem If mat rectified votuntaniy Y-25 First American Title 0 First American Title Return Address II I, I lig LI 1111 11IIII Ili II IIII III jl IIII VIII VIII 1jII 2o30,123 PUBLIC PAGE 091 OF 005 13.10 KING CODUNT , WA I it l !III II Ifl I II I11 IIII LIIII II I I III IIII IIII IIII 11 lI II ll 1 Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 IIII Iq 111 I li III ,II 1; I� 11 11 III II 01'2 42.09 III 11 11 (206) 242-7665 111 EIEC VE D MAY 092013 TUKWILi PUBLIC WORKS Document Title Perpetual Easement and Declaration of Covenant for Private Joint - Use Sanitary Sewer System Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE JOINT -USE SANITARY SEWER SYSTEM This perpetual,easement for pnvate joint -use sanitary sewer system is made and entered into this 17/-41• " day of giff%df1Lr , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of r First American Title First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE JOINT -USE DRAINAGE SYSTEM, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of the pnvate point -use sanitary sewer system and associated separate lot services Located over, under, upon and across the real property situated in the City of Tukwila, Washington, described in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs of the private point -use sanitary sewer system shall be the joint responsibility of all present and future owners of the described subject property The responsibility for all maintenance and repairs for the separate lot services shall be with the individual lot owner served by such service NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant runnmg with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above wntten Page 2 of First American Title First American Title Date this at4 day of ki rlrt?1 id ) , 2003 STATE OF WASHINGTON ) ) S. COUNTY OF KING 9 51468. ' � g I certified that I know or have satisfactory evidence that 4.91"is the person who appeared before me, and said person acknowledged that heesigned this instrument and acknowledged it to be ez free and voluntary act for the uses and purposes mentioned in the instrument '4 j f� DATED this 7day of ` "w-� -290f fefJ c ' am, R}A��,,: :U • ei NOT • i• Y PUB"! Cin and the State of W • gton, residing at My ppointment expires ,tri/, X7)4. • Page 3 of 5 - First First American Title First American Title EXHIBIT "A" SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page 4 of 6.-- First American Title First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS THE NORTH 200 00 FEET OF THE EAST 10 00 FEET OF SAID PROPERTY Pagetof First American Title 4 First American Title Return Address Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 (206) 242-7665 RECEIVED MAY 09 2013 TUKVviu, PUBIC WORKS Document Title Perpetual Easement and Declaration of Covenant for Water Lines and Water Services Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR WATER LINES AND WATER SERVICES This pprpetual ease nt for water lines and water services is made and entered into this OM day of /J41 itlatfLy , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of First American Title First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR WATER LINES AND WATER SERVICES, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of water lines and water services located over, under, upon and across the real property situated in the City of Tukwila, Washington, descnbed in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs for each separate water line or water service serving any separate subdivision of subject property shall be the responsibility of all present and future owners of such separate subdivision of the descnbed subject property NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above written Page Z of6 First American Title First American Title Date this OA day of TOP—M14—"Y , 245 GRANTOR S) STATE OF WASHINGTON ) ) SS. COUNTY OF KING ) $ M 1/ I certified that I know or have satisfactory evidence that ci`-A"'"'' LL is the person who appeared before me and said person acknowledged that and acknowledged it to bee free and voluntary act for the uses the instrument d^� ,�:.-111, Y 'm . NOT ' : (., . yo— f v Pt✓ ' ,0 . d W voJ 0% y( -aQ?;)y MyA e signed this instrument rposes mentioned in DATED this /r7 day of 7217102 (9 t PUB ' C in and residing at intment expir the State of Page 3 of First American Title First American Title EXHIBIT "A" SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page4 of First American Title First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING, THENCE SOUTH ALONG THE WEST LINE OF SAID PARCEL S 01° 13' 32"W FOR 200 00 FEET, THENCE S 87°55' 49"E FOR 40 00 FEET, THENCE N 28° 04' 39" W FOR 40 86 FEET, THENCE N 01°13' 32" E FOR 14 95 FEET, THENCE CONTINUING NORTHEAST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 90°50' 39" FOR 31 71 FEET, THENCE S 87°55' 49" E FOR 44 71 FEET, THENCE N 01°13' 32" E FOR 20 00 k'EET, THENCE N 87°55' 49" W FOR 45 30 FFFT, THENCE CONTINUING NORTHWEST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 89°09' 21" FOR 31 12 FEET, THENCE N01°13' 32" E FOR 89 71 FEET TO THE NORTH LINE OF SAID PROPERTY, THENCE N 87°55' 49" W FOR 20 00 FEET TO THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING Page C of 4' First American Title First American Title TOGETHER WITH THE NORTH 5 00 FEET OF THE EAST 25 00 FEET OF THE WEST 45 00 FF.PT OF SAID PROPERTY Page 6 of First American Title First American Title ER E-C-EilfEflt MAY 09 2013 TUKvvgi- PUBLIC WORKS 2. 3012 001 1111 27 PAGE 001 OF EAS 005 42.00 01/23/2003 13:10 KING COUNTY, WR Return Address Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 (206) 242-7665 Document Title Perpetual Easement and Declaration of Covenant for Private Road and Utilities Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE ROAD AND UTILITIES This prpetual ease,went for pnvate road and utilities is made and entered into this / l day of 'jr, 401Ly , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of $ First American Title First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE ROAD AND UTILITIES, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of the road, its pavement for any and alt utilities located over, under, upon and across the real property situated in the City of Tukwila, Washington, described in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs of the private road and any and all utilities not otherwise the responsibility of others shall be the joint responsibility of all present and future owners of the described subject property NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above written Page 2 of 5 - First First American Title First American Title Date tins ( 714 day of t7 i bony 200 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) J&0/f 1 h-ef 1 certified that I know or have satisfactory evidence that Vtpt-i" 41 1i person whois tm he appeared before me, and said person acknowledged that Ih�gned this instrument and acknowledged it to be hi er free and voluntary act for the uses and purposes mentioned in the instrument.r,�, DATED this 3 2887 N i ARY '1� :LIC m and fo W. gton, residing at My Appointment expires Page 3 of S' First American Title First American Title EXHIBIT "A" SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page4 of 5 - First American Title First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING, THENCE SOUTH ALONG THE WEST LINE OF SAID PARCEL S 01° 13' 32"W FOR 200 00 FEET, a THENCE S 87 55' 49"E FOR 40 00 FEET, THENCE N 28° 04' 39" W FOR 40 86 FEET, THENCE N 014 13' 32" E FOR 14 95 FEET, THENCE CONTINUING NORTHEAST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 90° 50' 39" FOR 31 71 FEET, THENCE S 87°55' 49" E FOR 44 71 FEET, THENCE N Of 13' 32" E FOR 20 00 FEET, THENCE N 87°55' 49" W FOR 45 30 FEET, THENCE CONTINUING NORTHWEST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 89° 09' 21" FOR 31 12 FEET, THENCE N 01°13' 32" E FOR 89 71 FEET TO THE NORTH LINE OF SAID PROPERTY, THENCE N 87°55' 49" W FOR 20 00 FEET TO THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING Page CofS First American Title 1' Recording Requested By and When Recorded Mail To: Val Vue Sewer District PO Box 69550 Seattle, WA 98168-9550 111 11 11111 111111 1 11 111 111111 20091208001021 VAL VUE SEWER EAS 65.00 PGE -001 OF 004 /12/0872009 11:33 KINGCOUNTY, WA .• . . - - • 1 11 • Document Title(s). transactions contained therein):' 1. EASEMENT FOR SEWER CONSTRUCTION- SIDHU HOMES DEV. EXTENSION 2. 3. 4. Reference Number(s) of Documents.assigned or released::,' Grantor(s) (Last name first, then first name andsinitials) 1. LABEL,SCOTT B. & SHARON L. 2. 3. 5. .Additional names,ort page of document. Grantees) (1:ast.name first, then first name and initials) 1:.. Val Vue Sewer District 3. 4. 5. Add i tionat'eames on page ofdocument Legal Description (abbreviate& lot, block,:plat of section, township, range) LOT 4, BLOCK 5, ADAMS TRACTS,1AcpoRpmq TO ThEPL.AT, ABBREV. Additional legal is on pageS'..:2 :.of document. Assessor's Property Tax Parcel/Account Nuiriber., Tax Lot: #001000-0615 Assessor Tax Number not yet assigned SEWER EASEMENT • GRANTORS.,.. Scott B. and Sharon Label 4643 S. 146th Street 4226 S. 146Street • • • TiikWila, WA 98168 4467 '.FOr and in consideration Of One dollar ($ I „Qp,) and other valuable considerations, the receipt of which is hereby ackrioWledged, grant, and oonveys to GRANTEES, VAL VUE SEWER DIST*T;; King. County Washinitbri, a Municipal Corporation, an easement and right-of- way, over, acrosS,'rilon, through 4d underthe following described property situated in King County, WaShingtop:i'io-Wit: See attached Exhibit:A for'subreefparcel and easement descriptions. See attached Exhibit B for graphic depiction,: For the purpose ofconstructing reconstructing ; replacing, repairing, maintaining and operating a sewer pipeline land lines and all ,,rieeessa:ty connections and appurtenances thereto, together with the right ofingress and egress therefforh for the purpose of enjoying the easement, and also granting to Grantees and to those actingunder or. for Grantees the use of such additional area immediately adjacent to theabove easement aS shall be required for the construction *he sewer pipeline or lines in the easement such additional area to be held to a minimum necessary for that purpose, and immediately after the completion of the cOnsteuction and inStallation, or any subsequent entry upon 'the easement ; Grantees shall restore the premises as' near as may be to its condition immediatelybfor6 such construction or entry. ". • ' IN WITNESS WHEREOF, Grantors have hereunto set their hand this. 0 day of •••• ..40/vg .„. 006. OW17/ firif STATE OF WASHINGTON: .• COUNTY OF KING, On this 7, day of 20before me, the undersigned, a Notary Public, i.,q"and'for the Sate :�f Washigton,41y°ctmissioned and sworn, personally appeared vety/ f:..P.149ki/v to me known to be the individu described inafid whn'e*uted the foregoing inst t; and acknowledged to me tha4 he she) signed and sealed the said instrument a is, her) free and voluntary act and deed'for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. . . . • Notary Public in and fOr the. State of WashingtOn, residiniat •:. EXHIBIT A TAX LOT# 004000-0615 SUBJECT PROPERTY DESCRIPTION LOT 4; BLOCK 5, ADAMS HOME'T•RACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME ,1::1OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. :'SEWER LINE EASEMENT DESCRIPTION THE EAST 15 FEET OF LOT 4, 13LOCK'5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF. ,RICORDED;:1N VOLUME. I.1.OF PLATS,,PAGE 31, IN KING COUNTY, WASHINGTON. February 14, 2006 Prepared by RickH, PACE Engineers, Inc. P:\P05\05055.00\Doc\004000-0615 Label EXHIBIT A.doc ...: ... .. . • . .. . . .', m,... .. ......,!. ........ ....... . . . • • . • . . . . . . .. . • • ... . ., • .. . ... . • . . . .. .. • . . • .. • . . . . . . . . . . . • • • . . . . .. . . . . • . . . • . • . • .... , .0.6... ...mmorm.: mm•••• ....m......./..y. • . . ... ' . .. ...: • .. • EXHIBIT B TAX LOT 004000-0615 ....••••••/• 146TH STREET SCOTT 8. & SHARON...1[Ap,EL 4643 S. 146TH' ST. TUKWILA, WA 98168... An Engineering Services Company 750 Sixth Street South KirklandWA 98038- p. 425.827.2014 I f. 425.827.048''' , ' _ Civil Structural 1 Planning I Survey paceengrs.com SCALE: 1" = 60FILE: \5055—ESMT.DwG DATE: 02/14/06 RLH PROJ. 0505 00 .t� First American Title Recording Requested By and When Recorded Mail To: Val Vue Sewer District PO Box 69550 Seattle, WA 98168-9550 20060614001235 VAL VUE EPS 36.80 PAGE001 OF 084 06/14/209G 11:43 20000606140pp0�1p235.:. MAY 09 2013 PUBLIC WORKS Document Title(s) (or transactions contained therein): 1. EASEMENT FOR SEWER CONSTRUCTION - SIDHU HOMES DEV. EXTENSION 2. 3. 4. Reference Number(s) of Documents assigned or released: Grantor(s) (i ast name first, then first name and initials) 1. LABEL, SCOTT B. & SHARON L. 2. 3. 4. 5_ Additional names on page of document. • Grantee(s) (Last name first, then first name and initials) 1. Val Vue Sewer District 2. 3. 4. 5. Additional names on page _ of document Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) LOT 4, BLOCK 5, ADAMS TRACTS, ACCORDING TO THE PLAT, ABBREV. Additional legal is on pages 2 of document. Assessor's Property Tax Parcel/Account Number Tax Lot: #001000-0615 Assessor Tax Number not yet assigned First American Title 4- First American Title GRANTORS, SEWER EASEMENT Scott B. and Sharon Label 4643 S. 146th Street 4226 S. 146th Street Tukwila, WA 98168-4467 20060614001236.E For and in consideration of one dollar ($1.00) and other valuable considerations, the receipt of which is hereby acknowledged, grants and conveys to GRANTEES, VAL VUE SEWER DISTRICT, King County, Washington, a Municipal Corporation, an easement and right-of- way, over, across, along, through, and under the following described property situated in King County, Washington, to -wit: See attached Exhibit A for subject parcel and easement descriptions. See attached Exhibit B for graphic depiction. For the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress therefrom for the purpose of enjoying the easement, and also granting to Grantees and to those acting under or for Grantees the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement; such additional area to be held to a minimum necessary for that purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, Grantees shall restore the premises as near as may be to its condition immediately before such construction or entry. IN WITNESS WHEREOF, Grantors have hereunto set their hand this a day of ,jUN� STATE OF WASHINGTON COUNTY OF KING } ) ss. On this 2 day of %Love , 20 t b before me, the undersigned, allotary Public • and for the S as to of Won, duly commissioned and sworn, personally appeared ea/ e i v G to me known to be the individudescribed in and who executed the foregoing in t; and acknowledged to me tha IM. he she signed and sealed the said instrument is her) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written_ 1 Notary Pubic State w n i CMa*W. f*YAIDODInlment610081AliV2000 Notary Public in and for the State of Washington, residing at 7Z4&t'L CA - First American Title First American Title 290606140017115_ EXHIBIT A . TAX LOT# 004000-0615 SUBJECT PROPERTY DESCRIPTION LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. SEWER LINE EASEMENT DESCRIPTION THE EAST 15 FEET OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. February 14, 2006 Prepared by RickH, PACE Engineers, Inc. P:\P05\05055.00\D5c\004000-0615 Label EXHIBIT A.doc First American Title 004000-0615 ) First American Title EXHIBIT B TAX LOT 004000-0615 S. 146TI-I STREET 15.00` NEW SEWER EASEMENT SCOTT B. & SHARON LABEL/ TUKWILA, WA 98168 4643 S. 146TH ST. i itV ItV 1/ V / An Engineering Services Company 750 Sixth Street South Kirkland, WA 98033 p. 425.827.2014 I f. 425.827.5043 Civil I Structural I Planning 1 Survey paceengrs.com SCALE: 1" = 60' FILE: \5055—ESMT.DWG DATE: 02/14/06 RLI -1 PROJ. NO.: 05055.00 20060614001235.:: First American Title FOR JADWINDER SINGH MALHANS FILE NO. 992-001-012 PREPARED BY TOUMA ENGINEERS 255 SW 41ST STREET RENTON, WA. 98057 (425) 251-0665 April 12, 2013 RECEIVED MAY 09 2013 PUB ...lr WORKS TABLE OF CONTENTS I. PROJECT OVERVIEW Figure 1: T.I.R. Worksheet Figure 2: Site Location Figure 3: Site Topography Map II. CONDITIONS & REQUIREMENTS SUMMARY III. OFF-SITE ANALYSIS Offsite Analysis Drainage System Table IV. FLOW CONTROL & WATER QUALITY FACILITY ANALYSIS AND DESIGN Part A — Existing Site Hydrology Part B — Developed Site Hydrology Part C — Performance Standards Part D — Flow Control System Part E — Water Quality System Map -A - Existing Area Map Map —B -Post Development Area Map V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Figure 6: Conveyance Map VI. SPECIAL REPORTS AND STUDIES VII. OTHER PERMITS VIII. EROSION /SEDIMENTATIN CONTROL DESIGN A - ESC Analysis Design IX. BOND QUANTITIES WORKSHEET, FACILITY SUMMARIES, AND DECLARATION OF COVENANT X. OPERATIONS AND MAINTENANCE MANUAL I. PROJECT OVERVIEW The subject property involved in this project is 0.89 acres. The property is situated in the City of Tukwila, Washington, in NE Quarter of Section 22, Township 23 North, Range 3 East, W.M. The site is located 300 feet west of the intersection of 47th Avenue SW and SW 146th Street. The property is bounded on the north, south and west by single-family residents The site topography is oriented from west to east at average slopes of 5-6 percent. No steep slopes noted during our survey of the property. The land cover consists of small alders trees for most of the southerly portion of the property, grass and blackberry bushes. There is an existing single family residence located at the northerly portion of the property which will occupies Lot 1 of the proposed short plat. The site falls within the Gilliam Creek Basin covering the property. No appreciable off-site runoff flows into the site. The surface runoff is oriented from west to east. The surface runoff continues east crossing Interstate -5, and eventually into the Duwamish River. The proposed project is a single family residential that will result in 2000 square feet of new impervious surfaces, but no more than 10,000 square feet of impervious surfaces, consisting of building roofs and asphalt driveway. The site is qualified for Small Project Drainage Review. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner ,J1JW,ad4 ' Sirz 6 Phone Z 6-- Address I/VI.? cS. /1/4c14 �T• /y///t✓r/g f idee. 9S/Zc Project Engineer /ice /G14/417 -1 -- Company /�z,/,/774' z/l '/rS'424L S .. Phone Partr3: TYPE OF PERMIT APPLICATION -Landuse S Subdivison Short Sufi / UPD U Building Services M/F / Commerical / SFR ❑ Clearing and Grading ❑ Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name ,1%GI/h17/7S :af f /'/a." DDES Permit # Location Township 23 Range Section Site Address 4- ' €57. / `/i' S74 Part4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural RockeryNault/ ❑ ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Report Type of Drainage Review Targeted (circle): Large Sites / Site Improvement Plan (Engr. Plans) Type (circle one): Full / Modified / (Small Site)/ Date (include revision /2/7/ 1 Date (include revision /7/�4/ / 2— dates): dates): Date of Final: Date of Final: Part 6 ADJUSTMENT APPROVALS Type (circle one): Standard / Complex / Preapplication / Experimental / Blanket Description: (include conditions in TIR Section 2) Date of Approval: 2009 Surface Water Design Manual 1 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Partt7 MONITORING REQUIREMENTS Monitoring Required: Start Date: Yes No Describe: Completion Date: Part 8. SITE COMMUNITY AND DRAINAGE BASIN Community Plan : Special District Overlays: Drainage Basin:////4-4.e7.7 ;mo , 4..Si%7 Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS. ❑ River/Stream ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection ❑ Steep Slope Part 10 SOILS Soil Type 7IE. (Akb r .) Slopes Erosion Potential ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 2009 Surface Water Design Manual 2 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Parti A DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION / SITE CONSTRAINT ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA ❑ Other ❑ Additional Sheets Attached Part 12. TIR SUMMARY SHEET. ,(provide one TIR Summary,;' Sheet' per Threshold Discharge Area) ,. Threshold Discharge Area: (name or description) Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: , Offsite Analysis Level: 1) / 2 / 3 dated: /./ c-.671/ Z„ Flow Control Level: 1 / 2 / 3 or Exemption Number (incl. facility summary sheet) Small Site BMPs Conveyance System pi con ainment located at: iA /e.' c., Erosion and Sediment Control ESC Site Supervisor: ,7i?/,,5' c5/4)1/2 Contact Phone: z6 --Z7 '--� . / After Hours Phone: ,Sr -Pin e - Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Lo Required: Yes / No Financial Guarantees and Provided: Yes / Liability Water Quality Type: Basic)/ Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption o. Landscape Management Plan: Yes / No Special Requirements (as applicable) „� Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. f..02120 Requirements Name: Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100 -year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm./industrial landuse) Describe any structural controls: 2009 Surface Water Design Manual 3 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes (/ NoJ Treatment BMP: Maintenance Agreement: Yes No with whom? Other Drainage Structures Describe: Pait 13. EROSION:. AND; SEDIMENT CONTROL REQUIREMENTS • MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Clearing Limits LI Cover Measures LIPerimeter Protection LI Traffic Area Stabilization ❑ Sediment Retention ❑ Surface Water Collection ❑watering Control rJ Dust Control ❑ Flow Control Type/Description MINIMUM ESC REQUIREMENTS / AFTER CONSTRUCTION Sbilize Exposed Surfaces move and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris, Ensure Operation of Permanent Facilities LIFlag Limits of SAO and open space preservation areas LI Other Water Quality Part 14 STORMWATER FACILITY`DESCRIPTIONS;(Note" 'Include Facility Summaryand Sketch) Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Infiltration ❑ Regional Facility �❑ Shared Facility lid Flow Control BMPs ❑ Other ❑ Biofiltration ❑ Wetpool ❑ Media Filtration ❑ Oil Control ❑ Spill -Control Flow Control BMPs ❑ Other 2009 Surface Water Design Manual 4 1/9/2009 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PartEASEMENTS/TRACTS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other Part -16 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ❑ Retaining Wall Cl Rockery > 4' High ❑ Structural on Steep Slope Cl Other Part17 SIGNATURE OF :;PROFESSIONAL ENGINEER:,:. I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. Signed/Date 2009 Surface Water Design Manual 1/9/2009 5 SOUTH 148TH STREET 11. 004000-0581 n 004000-0575 ®- TIDE 1 $ 11 004000-0570 EC o•275.45 CNV 0=27115 E9 0 20' ACCESS EASUENT IL 004000-0610 1L 004000-0611 0 z a' $ 87'59'18 E 128.22' S 11. 004000-0881 TL 004000-0680 a 11. 004000-0620 UZIO NV a-762-77 6. ese NV a—m7a5 PROJECT NAME: BUEHLER SHORT PLAT TOUMA ENGINEERS AND LAND SURVEYORS, PLLC SITE TOPOGRAPHY MAP FIGURE -3 S 4 st 1 50 St PROJECT NAME : BUEHLER SHORT PLAT TOUMA ENGINEERS AND LAND SURVEYORS, PLLC VICINITY MAP FIGURE -2 II. CONDITIONS AND REQUIREMENTS SUMMARY Conditions and requirements for this project involves targeted drainage review, category #1, as listed in the 2009 King County Surface Water Design Manual (KCSWDM). CORE REQUIREMENTS (KCSWDM SECTION 1.2) Core Requirement #1: Discharge at the Natural Location. The allowable outflow from the site will be discharged to its natural location. The lowest elevation on the site is approximately 275. Refer to Figure 3 for visual representation of discharge locations. Core Requirement #2: Offsite Analysis Refer to off-site analysis in Section III of this report. Core Requirements $3: Runoff Control The site is qualified for Small Project Drainage Review in accordance with Figures 1.1.2.A, Section 1.1.2 .1 and Table 1.1.2.A of the 2009 Surface Water Design Manual. Core Requirement #4: Conveyance System. Conveyance system is limited to roof drains from new homes directed into infiltration trench situated in portion of the access easement. Core Requirement #5: Erosion and Sediment Control A temporary erosion and sediment control (TESC) plan has been developed to limit and mitigate for erosion and sedimentation during construction. Some of the temporary erosion and sediment control features consists of stabilized construction entrance, inlet protection and silt Core Requirement #6: Maintenance and Operations. Not required per attached Table 1.1.2.A Core Requirement #7: Financial Guarantees and Liability Not required per attached Table 1.1.2.A Core Requirement #8; Water Quality Not required per attached Table 1.1.2.A SPECIAL REQUIREMENTS (KCSWDM Section 1.3) Special Requirement #1: Other adopted Area -Specific Requirements The City of Tukwila Infrastructure Design and Construction Standards, Table 5. The site falls within the Gilliam Creek Basin. Special Requirement #2: Flood Hazard Area Delination There are no flood hazard areas associated with the project site Special Requirement #3: Flood Protection Facilities Based on the City of Tukwila critical area map, the site does not fall within critical area.. Special Requirement #4: Source Controls The proposed project is a single family resident development, and is neither a commercial building or site Special Requirement #5: Oil Control Not required per attached Table 1.1.2.A III. OFF-SITE ANALYSIS SECTION 5.9 SURFACE WATER MAPS 5.9.1 Drainage Basins and Flow Control Standards Riverton Creek asin r t , t 1' Southgate Creek Basin Rentsn son Macey; -.j g Acre t3a ih Stranger Pui n StaitiOn Basil( j. utheast D Basin r Tukwi Sora aer t Lower Mill Creek Basin r Datum NAD 1983 Wastanglon Stale Plane North, FIPS 4601 (Feel) 0 0.5 1 Miles 1 Neighboring Jurisdictions -.- Level 2 - Conservation 1 to Existing ,-T Fail Water Body/Wetland Basin Boundary Tukwila m Pump Station Level 2 - Conservation to Forested Basic - Peak Rate __._: to Existing Per Tukwila South 1 Development Agreement Drainage Basins and Flow Control Standards City of Tukwila Infrastructure Design and Construction Standards R.\Seettl_e1011377 City of Tukwila111-01318-100009 STORMWATER DESIGN AIData-An1IyAm6GIS1101-21-2010 1.1.2 DRAINAGE REVIEW TYPES AND REQUIREMENTS FIGURE 1.1.2.A FLOW CHART FOR DETERMINING TYPE OF DRAINAGE REVIEW REQUIRED Is the project a single family residential or agricultural project that results in X2,000 sf of new and/or replaced impervious surface or>_7,000 sf of land disturbing activity, AND meets one of the following criteria? • The project results in 5.10,000 sf of total impervious surface added since 1/8/01, 5_5,000 sf of new impery surface, and 5_35,000 sf of new pervious surface (for RA, F, or A sites, new pervious surface is 5_52,500 sf or remainder of site if 265% is preserved in native vegetation), OR • The project results in 510,000 sf of total impervious surface added since 1/8/01 and new pervious surface is 535,000 — 3.25 x new impervious surface (for sites 222,000 sf, use 2.25, and for RA, F, or A sites, increase by 50% or use remainder of site if >_65% is preserved in native vegetation), OR • The project results in 54% total impery surface and 515% new pervious surface on a single parcel site zoned RA or F, or a single/multiple parcel site zoned A, and all impervious area on the site, except 10,000 sf of it, will be set back from natural location of site discharge at least 100 ft per 10,000 sf of total impervious surface? No • Does the project result in >2,000 sf of new and/or replaced impervious surface or >_7,000 sf of new pervious surface, OR is the project a redevelopment project on a parcel or combination of parcels in which new plus replaced impervious surface totals >_5,000 sf and whose valuation of proposed improvements (excluding required mitigation and frontage improvements) is >50% of the assessed value of existing improvements? No Yes SMALL PROJECT:DRAINAGE; REVIEW. Section Note. The project may also be, •subject,to, Targeted Drainage • :Review as determined below. • Does the project have the characteristics of one or more of the following categories of projects (see more detailed threshold language on p. 1-15)? 1. Projects containing or adjacent to a flood, erosion, or steep slope hazard area; projects within a Critical Drainage Area or Landslide Hazard Drainage Area; or projects that propose >_7,000 sf.(1 ac if project is in Small Project Drainage Reyiewl gf land disturbing activity. 2. Projects proposing to construct or modify a drainage pipe/ditch that is 12" or larger or receives runoff from a 12" or larger drainage pipe/ditch. 3. Redevelopment projects proposing 4100,000 in improvements to an existing high -use site. No/ Reassess whether drainage review is required per Section 1.1.1 (p. 1-9). Is the project an Urban Planned Development (UPD), OR does it result in >_50 acres of new impervious surface within a subbasin or multiple subbasins that are hydraulically connected, OR does it have a project site >_50 acres within a critical aquifer recharge area? No Yes TARGETED DRAINAGE REVIEW Section 1.1.2.2 Yes 10 LARGE'PROJECT D- RAINAGE REVIEW Section 1 1.2:4 2009 Surface Water Design Manual 1/9/2009 SECTION 1.1 DRAINAGE REVIEW LE"1 12.A .REQUIREMENTS APPLIED UNDER EACH DRAINAGEREVIEW TYPE' 1/9/2009 1-12 2009 Surface Water Design Manual Small Project Drainage Review Targeted Drainage Review Full Drainage Review Large Project Drainage Review Single family residential projects and agricultural projects that result in 2,000 sf of new and/or replaced impervious surface or __7,000 sf of land disturbing activity but do not exceed the total impervious surface and new pervious surface thres- holds specified in Sec. 1.1.2.1 (p.1-13). Projects that are not subject to Full or Large Project Drainage Review, AND have characteristics of one or more of the following categories of projects: 1. Projects containing or adjacent to a flood, erosion, or steep slope hazard area; projects within a Critical Drainage Area or Landslide Hazard Drainage Area; or projects proposing >7,000 sf of land disturbing activity (1 ac if in Small Project Drainage Review). 2. Projects that construct or modify a drainage pipe/ditch that is 12" or larger or receive runoff from a 12" or larger drainage pipe/ditch. 3. Redevelopment projects with 4100,000 in improvements to a high -use site(') All projects that result in 2,000 sf of new and/or replaced impervious surface or >7,000 sf of land disturbing activity but are not subject to Small Project Drainage Review, OR redevelopment projects meet- ing drainage review threshold #7 in Section 1.1.1 (p. 1-9). UPDs, OR projects that result in z50 acres of new impervious within a sub- basin or mul- tiple subba- sins that are hydraulically connected, OR project sites >_50 acres within a critical aqui- fer recharge area. Category 1 Category 2 Category 3 SMALL PROJECT DRAINAGE REQUIREMENTS ✓ CORE REQUIREMENT #1 Discharge at Natural Location *(2) ✓✓ / V CORE REQUIREMENT #2 Offsite Analysis *(2) 1(3) 1(3) 1(3) CORE REQUIREMENT #3 Flow Control *(2) 1(3) 1(3) CORE REQUIREMENT #4 Conveyance System *(2) ✓ ✓ / v CORE REQUIREMENT #5 Erosion & Sediment Control ✓ / v / v CORE REQUIREMENT #6 Maintenance & Operations *(2) ✓ ✓ ✓ / v CORE REQUIREMENT #7 Financial Guarantees & Liability *(2) ✓(3) 1(3) 1(3) 1(3) CORE REQUIREMENT #8 Water Quality *(2) 1(3) . f(3) SPECIAL REQUIREMENT #1 Other Adopted Requirements v /(3) 1(3) 1/)1 SPECIAL REQUIREMENT #2 Flood Hazard Area Delineation ✓(3) 1(3) 1(3) SPECIAL REQUIREMENT #3 Flood Protection Facilities 1(01 1(3) 131 SPECIAL REQUIREMENT #4 Source Control 1(3) 1(3) 1(3) 1(3) /(3) v SPECIAL REQUIREMENT #5 Oil Control 1(3) 1(3) 1(3) 0) Category 3 projects installing oil controls that construct or modify a 12 -inch pipe/ditch are also Category 2 projects. (2) May be applied by DDES based on project or site-specific conditions. (3) These requirements have exemptions or thresholds that may preclude or limit their application to a specific project. 1/9/2009 1-12 2009 Surface Water Design Manual IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN In accordance with Section 1.1.2 of the 2009 King County Surface Water Design Manual (2009 KCSWDM), the project qualifies for a Small Site Drainage Review. Permeable Pavement is being considered for this project. In accordance with Section C.2.6.3 Porous asphalt concrete uses a mix that contains less fine aggregate than conventional asphaltic concrete, For the BMP's, porous pavement will be stipulated 011 the plans for the driveways and parking areas. Per table 5.2.2.A Flow Control BMP Facility Sizing Credits, porous pavement may be modeled as 50% impervious and 50% grass. The total impervious surfaces added as a result of proposed development is as follows: 3 New homes Porous Asphalt Driveway (50%) 4500 sf 2200 sf Total Impervious Surfaces 6700 sf < 10,000 V. C ONVEYANCE SYSTEM ANALYSIS AND DESIGN Not applicable VI. SPECIAL REPORTS AND STUDIES • Percolation Report prepared by Touma Engineers, dated November 17, 2010 VII. OTHER PERMITS • Building Permit — City of Tukwila • Sanitary Sewer Permit — Valley Vue • Water Connection Permit — WD #125 VIII. EROSION/SEDIMENTATION CONTROL DESIGN All temporary erosion and sediment control requirements designed in accordance with Core Requirement #5 of the 2009 KCSWDM, section 1.2.5, Erosion and Sediment Control' These standards prevent or reduce pollution of stormwater runoff cause by construction activities. Temporary Erosion and Sediment Control Plan is designed to minimize the amount of sediment laded runoff that leaves the project site, protecting downstream properties from construction and grading activities. ESC Plan Analysis and Design (Part A) The following narrative describing proposed TESC measures: Clearing Limits: Clearing limits are shown clearly on TESC plans with details sufficient to install and maintain during construction. Cover Protection: The type and location of temporary cover measures to be used onsite is shown on the TESC plans. Compost filter socks may also be used where a silt fence could cause more disturbance that would be mitigated. Perimeter Protection: Silt fencing location and details for installation are shown on the TESC plans. Traffic Area Stabilization: A single construction entrance is shown on the TESC plans. The contractor may adjust this road location as necessary during construction upon approval of the 3ounty inspector. Dust control measures per D.2.8 of 05 KCSWDM shall also be utilized as indicated on plans. IX. BOND QUANTITIES WORKSHEET, FACILITY SAES, & DECLARATION OF COVENANT On the following pages. Bond Quantity Worksheet - Attached Facility Summaries - Not Required Declaration of Covenant — Not Required X. MAINTENANCE AND OPERATION MANUAL On the following pages. 02 02/2005 D C D H015 • PERMIT REQUIRED: All storage racks more than 5 feet 9 inches high. 'k PLANS: Two (2) sets of working drawings (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). Plans include: (BUILDING SITE PLANS AND SCOPE OF WORK PLANS ARE TO BE COMBINED) ALL DRAWINGS AND STRUCTURAL CALCULATIONS SHEETS Two (2) sets TO BE STAMPED (ORIGINAL SIGNED WET STAMP, NOT COPIED) BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER. ❑ COVER SHEET 1. Index to drawings. (List all drawings and number each). 2. Site address (if previously assigned). 3. Occupancy classification per 2003 I.B.C. 4. Project description. 5. Building area (all floors). Area(s) of work (S.F. of work area). 6. Vicinity Map showing location of site. ❑ SITE PLAN (DRAWINGS LEGIBLE SCALE.) 1. North arrow. 2. Location of driveways, parking, loading & service areas. 3. Location and gross floor area of existing structure with dimensions. ❑ Floor plan: shows proposed location of rack space with proposed use of each room labeled. ❑ Overall building floor plans with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. (if applicable) ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Construction of racks details. Indicate the intended use for the storage racks. All storage racks shall be mechanically anchored in place to resist displacement. ❑ Engineering, storage racks installations that are more than 8 feet high shall be anchored or braced to resist overturning or displacement due to earthquake events. A professional engineer registered by the State of Washington shall prepare design and calculations. INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS CHAPTER 5 SURFACE WATER SECTION 5.0 COMPREHENSIVE SURFACE WATER PLAN The Comprehensive Surface Water Management Plan indicates the general location and description of surface water improvement projects and spells out the intent of the City's surface water management plan. The exact location or configuration of a proposed improvement may be modified or adjusted by the Developer, provided the proposed improvement remains consistent with the overall intent of the Plan. The Director must approve all modifications to the Comprehensive Plan requirements. If a project is upstream or downstream of an improvement project in the City's Comprehensive Surface Water Plan, the permit application plan submittal shall consider the improvement in the Technical Information Report and, when indicated, shall include it in the project design. Public Works recommends referring to the City's latest Surface Water Comprehensive plan and contacting the City's Surface Water Engineer during the early stages of surface water design. SECTION 5.1 OFFSITE DRAINAGE IMPROVEMENTS With the City's approval, the Applicant may provide offsite improvements in the same drainage basin or threshold discharge area to mitigate water quality and flow control requirements associated with the project. These offsite improvements shall provide equivalent water quality and flow control. SECTION 5.2 STREAMS (TMC 18.45.100) Streams should be preserved in their existing channels. Any alteration to a stream channel requires approval by the Director, DOE, and WDFW. SECTION 5.3 STREAM CROSSINGS All stream crossings require written hydraulic project approval from the WDFW. The Applicant shall provide the Director a copy of the WDFW approval prior to permit issuance. Applicant shall design and install all stream crossing elements to withstand all anticipated loading, erosion impacts, hydraulic forces, and to remain water tight and free from changes in alignment or grade. 5-1 Revision cote: 04;12/2)10 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS SECTION 5.4 NPDES A. All work within the City shall meet the City's NPDES (National Pollution Discharge and Elimination System) Phase II permit requirements. B. Any project that clears one or more acres must provide proof of an NPDES permit issued by DOE. SECTION 5.5 OUTFALLS A. Hydraulics Project Approval A new outfall or a modification to an existing outfall of a designated watercourse may require a Hydraulic Project Approval (HPA) from the Washington Department of Fish and Wildlife (WDFW). When HPA is required, the Applicant must provide proof of HPA to receive a Public Works permit. B. Maintenance Access The Applicant must construct a maintenance access and provide the City a maintenance easement for all new or modified outfalls that the City will maintain. SECTION 5.6 KING COUNTY SURFACE WATER DESIGN MANUAL Surface Water design shall meet the 2009 King County Surface Water Design Manual (KCSWDM). Exceptions, modifications, and additions to the items contained in the KCSWDM are listed below. A. Exceptions and modifications 1. Drainage Reviews and Requirements All references to requirements that apply the "date stamp" of 1/08/01 do not apply. This affects required drainage reviews and requirements for both flow control and water quality treatment. 2. Threshold Areas a. Projects may not consider the "Impervious Surface Percent Exemption" from KCSWDM's Core Requirement #3. b. The following criteria is not allowed to determine if a project can fall within the Small Project Drainage review: the project results in no more than 4% total impervious surface and no more than 15% new previous surface on a single parcel site zoned RA or F, or on a single or multiple parcel site zoned as A, AND all impervious surface area, except 10,000 square feet of it, will be set back from its natural location of discharge from the site at 5-2 Revision dote: 04/12/2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS least 100 feet for every 10,000 square feet of total impervious area. 3. Flow Control a. Flow control standards within the City of Tukwila are basin specific and shown on Map 5.9.1. In addition to the flow control standards used in the KCSWDM, the City of Tukwila adds two additional flow control standards, referred to as a Level 2 - Conservation to Existing Conditions and Basic Peak Rate to Existing. These flow control standards are defined below. Table 5.1 -Flow Control Standard by Drainage Basin Drainage Basin Name Flow Control Standard Duwamish River Basin Level 2 - Conservation to Existing' Riverton Creek Basin Level 2 - Conservation to Forested2 Southgate Creek Basin Level 2 - Conservation to Forested2 Gilliam Creek Basin - West of Interstate 5 Level 2 - Conservation to Forested2 Gilliam Creek Basin - East of Interstate 5 Level 2 - Conservation to Existing Nelson Place Long Acres Basin Basic - Peak Rate to Existing Strander Pump Station Basin Level 2 - Conservation to Existing Southeast CBD Basin Level 2 - Conservation to Existing P17 Basin Level 2 - Conservation to Existing3 Lower Mill Creek Basin Level 2 - Conservation to Existing4 Tukwila South Basin Basin Specific Standards Notes: (1) For the Duwamish River Basin projec s that drain to the Duwamish River below River Mile 6 may be eligible for a lesser standard as follows: a) Projects that discharge directly to the Duwamish River via a manmade system having adequate capacity per Section 1.2.3.1 (under direct discharge exemption) of the KCSWDM may be exempt from flow control if all requirements are met. b) Projects that drain directly to the Duwamish River that do not have adequate capacity per Section 1.2.3.1 of the KCSWDM should provide flow control to the Basic - Peak Rote to Existing standard. (2) Areas within this basin that drain via a pipe system all of the way to a Level 2 - Conservation to Existing may be allowed to apply the Level 2 - Conservation to Existing if there is no possibility of erosion of natural systems. (3) A portion of this basin is within the "Tukwila South Project" and shall have flow control standards as approved by Dept. of Ecology. (4) The majority of this basin is within the City of Kent and Kent is also applying the Level 2 - Conservation to Existing in this area. (5) Through project permitting for the "Tukwila South Project", the applicant obtained a basin specific standard which was approved by the Dept. of Ecology and the City. 5-3 Revision dole: 04112/2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS Level 2 Conservation to Existing Conditions: Runoff from the developed site will be controlled and released at a rate that matches the flow duration for the existing site conditions before the development (pre -project). The flow control duration standard requires runoff from developments to be detained and released at a rate that matches the flow duration over the range of flows extending from 1/2 of the 2 -year up to the 50 -year flow. Also match developed peak discharge rates to existing (pre -project) peak discharge rates for the 2 - and 10 -year return periods. Background: These are areas that have been developed for years and drain to stream channels that have become stabilized to a new hydrologic regime. Ecology has proposed that the existing land cover can be used in basins that have had at least 40% total impervious surface area for the 20 years preceding Ecology's adoption of the 2005 Stormwater Management Manual for Western Washington (called the 40/20 criterion) and the stream channels receiving the runoff are considered stable from the standpoint of excessive erosion or sedimentation. In developing the areas for "40/20 criterion", the City of Tukwila conducted GIS analysis to confirm impervious percentages in 1985. Flow control facilities designed to the 40/20 criterion will only have to mitigate for the added impervious surface. As a result, these flow control facilities will be smaller than those required to be designed to match runoff from a fully forested site. The exception to requiring flow control in this area shall be as follows: The facility requirement in the Level 2 Conservation to Existing Conditions 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 existing 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 KCSWDM Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.0 (p. 1-47). Basic Peak Rate to Existing: This standard matches existing site conditions for areas that drain to constructed (man-made) drainage systems that drain directly to either a direct discharge exempt water body or to a receiving water body such that there is not a possibility of creating an erosion problem of natural stream system. The standard calls for matching the 2-, 10- and 100 -year peak rate runoff for existing site 5-4 Revision dale: 04/12/2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS conditions using the King County Continuous Time Series (KCTRS) model. Currently this standard only applies to those portions of the Nelson Place/Long Acres Basin that drain to Springbrook Creek in the City of Rentonl. The exception to requiring flow control in this area shall be as follows: The facility requirement in the Basic - Peak Rate to Existing 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 existing 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 KCSWDM Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.0 (p. 1-47). b. Refer to Map in Section 5.9.2 for areas where infiltration is prohibited. c. Note that the City is applying to the Department of Ecology to allow a direct discharge exemption for the Duwamish/Green River above RM 6.0 and this exemption may be permitted upon Ecology approval. d. All design must be in compliance with the City of Tukwila floodplain regulations and standards as presented respectively in TMC 16.52 Floodplain Management and Chapter 6 - Flood Zone of these Standards. 4. Water Quality Treatment a. All surface water runoff created by a private development shall be accounted for by the private development, including surface water from public facilities constructed as part of the private development. b. Currently, the City is not requiring mitigation targeted to address a specific downstream water quality problem (i.e., listing as a 303d water quality problem), but mitigation requirements may be added in future modifications to these standards. c. Projects subject to Core Requirement #8 must provide a water quality treatment facility selected from a menu of treatment facility options identified in the land -use -specific facility requirements and exceptions for the WQ treatment area in which the proposed project or threshold discharge area of the The City of Renton conducted analyses with input from the Department of Ecology and determined that a peak rate standard was appropriate for the lower valley Springbrook system. 5-5 Revision dale: 04/12/2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS proposed project is located. Note that the Basic Water Quality Treatment and Enhanced Basic Water Quality Treatment are required based on the proposed land use of the project and that references to the Water Quality Applications Map is not applicable. 5. Stormwater Facility Design and Construction a. All surface water facilities constructed as part of a private development shall be owned by the private developer. All maintenance responsibilities remain with the private developer. b. The City will not approve installation of private surface water facilities in public right-of-way. c. When the soils on site meet the feasibility requirements in the adopted King County Surface Water Design Manual, infiltration of roof down spout drains is required. All infiltration design must be accompanied by a feasibility evaluation per the manual. Refer to map 5.9.2 for areas where infiltration is prohibited. d. Storm drainpipe materials for systems shall be reinforced concrete, ADS N-12, Hancor Hi -Q with air testable joints, ductile iron class 50, solid wall HDPE, or City Engineer approved equivalent. Open pond side slopes shall be 3H:1V or flatter. e. All vaults shall be underground and covered. The City will not approve uncovered, above -ground retention/detention vaults. 6. Maps Downstream analysis shall be performed using sensitive areas, wetlands, critical drainage areas, and problem areas defined by the City. Geological Hazard Maps and Wetland, Watercourse and Buffer Maps are available at the City of Tukwila Permit Center. B. Additional Requirements to KCSWDM Apply the following soil quality and depth requirements for the protection of new pervious surfaces: 1. The duff layer and native topsoil shall be retained in an undisturbed state to the maximum extent practicable. Any duff layer or topsoil removed during grading shall be stockpiled on-site in a designated, controlled area not adjacent to public resources and critical areas. The material shall be reapplied to other portions of the site where feasible. Except as otherwise noted below, areas that have been cleared and graded shall have the soil moisture holding, capacity restored to that of the original undisturbed soil native to the site to 5-6 Revision dote: 04/12/2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS the maximum extent practicable. The soil in any area that has been compacted or that has had some or all of the duff layer or underlying topsoil removed shall be amended to mitigate for lost moisture -holding capacity. The amendment shall take place between May 1 and October 1. Replaced topsoil shall be a minimum of eight inches thick, unless the applicant demonstrates that a different thickness will provide conditions equivalent to the soil moisture -holding capacity native to the site. 2. Replaced topsoil shall have an organic matter content of between eight to thirteen percent dry weight and a pH suitable for the proposed landscape plants. SECTION 5.7 EROSION PREVENTION AND SEDIMENT CONTROL A. Plans for any activity that disturbs ground shall include an erosion prevention and sediment control plan (ESC) designed in accordance with the adopted King County Surface Water Design Manual. The plan shall provide information for temporary erosion prevention and sediment control during all phases of construction and shall provide permanent stabilization for disturbed areas. During construction, the Director may require additional measures as needed to prevent erosion and retain sediment. B. The plan shall emphasize erosion prevention rather than sediment control and shall minimize the extent and duration of soil exposure. In addition, the plan shall minimize runoff velocities and retain sediment on-site. C. At a minimum, the ESC plan shall show clearing limits, sensitive area buffers, and shall provide temporary stabilization, sediment retention, and perimeter protection. In addition, some projects will require stabilized traffic areas and surface water controls, which shall be shown on the ESC plan. The plan shall also provide a description of final stabilization methods. D. The plan shall provide the seed mix for the temporary and permanent seeding. E. The plan shall require cover measures as follows: 1. At all times, any disturbed areas left unworked for more than 30 days shall be seeded. 5-7 Revision dole: 04/12/2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 2. May 1 through September 30, temporary cover measures shall be installed on ALL areas left undisturbed for more than seven days. 3. October 1 through April 30, minimum wet season requirements: a. Install temporary cover measures on all areas that will remain unworked for more than TWO DAYS and on stockpiles and steep cut and fill slopes. b. Retain onsite a quantity of cover measures materials sufficient to cover all disturbed areas. c. By October 8, temporarily seed and mulch all areas that will be unworked during the wet season. d. Mulch all seeded areas. e. Stabilize all construction traffic areas, unless already graveled. F. ESC Maintenance 1. Failure to maintain ESC measures in accordance with the approved maintenance schedule may result in the work being performed at the direction of the Director and assessed as a lien against the property where such facilities are located. 2. During the life of the project, the Permittee shall maintain in good condition and promptly repair, restore, or replace all grade surfaces; walls, drains, dams, structures, vegetation, erosion and sediment control measures, and other protective devices in accordance with approved plans. 3. The Permittee shall monitor the downstream drainage features, and shall, with the Director's approval, remove all sediment deposition resulting from project -related work. 4. The Director shall assume maintenance and operation responsibilities for all ESC measures located within public easements and rights-of-way, following final acceptance of such facilities by the Director. 5. All projects 1 acre or more require ESC supervisors to have a turbidity meter on site. Projects less than 1 acre will require ESC supervisors to have a turbidity meter on site on a case-by-case basis. 5-8 Revision dole: 04/12/2010 INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS SECTION 5.8 POLLUTION PREVENTION PLAN Any construction project that includes any of the following activities must provide best management practices to prevent surface water pollution: A. Dewatering B. Paving C. Structure construction and painting D. Material delivery, use, or storage (soil, pesticides, herbicides, fertilizers, detergent, plaster, petroleum products, acids, lime, paints, solvents, curing compounds) E. Solid waste F. Hazardous waste G. Contaminated soils H. Concrete waste I. Sanitary/septic waste J. Vehicle or equipment cleaning, fueling, or maintenance 5-9 Revision dote: 04/12/2010 SECTION 5.9 SURFACE WATER MAPS 5.9.1 Drainage Basins and Flow Control Standards Dation: NAD 1983 Wa.Nplan SYN Plane abet. TIPS. 01 (Foal 0 0.5 1 Miles R4S.a0M011371 City d TakvM.\11-01318-100000 STORMWATER DESIGN I 1 Neighboring Jurisdictions NM Water Body/Wetland Basin Boundary Tukwila • Pump Station A1D.Y-AnalylaatGIS\ 101-21.2010 Level 2 - Conservation to Existing Level 2 - Conservation Ww to Forested Basic - Peak Rate L_— I to Existing Per Tukwila South Development Agreement Drainage Basins and Flow Control Standards City of Tukwila Infrastructure Design and Const uction Standards Form No. 14 Subdivision Guarantee Guarantee No.: 4209-2047839 GUARANTEE Issued by First American Title Insurance Company 818 Stewart St, Ste 800, Seattle, WA 98101 Tit/e Officer: Pat Fullerton Phone: (206)728-0400 FAX' First American Title Form No. 14 Subdivision Guarantee (4-10-75) Page No.: 1 Guarantee No.: 4209-2047839 First American Pat Fullerton (206) 615-3055 pfullerton@firstam.com King County Title Team One Fax No. (866) 904-2177 FiistAmerican Title Insurance Company 818 Stewart St, Ste 800 Seattle, WA 98101 Phn - (206)728-0400 (800)826-7718 Fax - Jennifer Salas Tina Kotas (206) 615-3011 jsalas@firstam.com SUBDIVISION GUARANTEE LIABILITY $ 1,000.00 ORDER NO.: FEE $ 350.00 TAX $ 33.25 YOUR REF.: (206) 615-3012 tkotas@firstam.com 4209-2047839 First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Touma Engineers herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual Toss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: February 25, 2013 at 7:30 A.M. First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 2 SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Tarlochan Singh Sahota, Yadwinder Singh Malhans, Gurtej Singh Gill and Rajinder Singh Dhillon, each as their own separate estate B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. APN: 004000-0615-09 First' American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 3 RECORD MATTERS: 1. General Taxes for the year 2013. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: 004000-0615-09 1st Half $ 1,350.85 $ 0.00 $ 1,350.85 $ 132,000.00 $ 58,000.00 2nd Half $ 1,350.85 $ 0.00 $ 1,350.85 $ 132,000.00 $ 58,000.00 2. Easement, including terms and provisions contained therein: Recording Information: 20030123001924 For: Private Joint -Use drainage system 3. Easement, including terms and provisions contained therein: Recording Information: 20030123001925 For: Private Joint -Use sanitary sewer system 4. Easement, including terms and provisions contained therein: Recording Information: 20030123001926 For: Water lines and water services 5. Easement, including terms and provisions contained therein: Recording Information: 20030123001927 For: Private road and utilities 6. Easement, including terms and provisions contained therein: Recording Information: For: 20030224001593 Operation and Maintenance Manual for Stormwater Collection and Detention System 7. Easement, including terms and provisions contained therein: Recording Information: 20060614001235 In Favor of: Val Vue Sewer District, King County, Washington, a Municipal Corporation For: constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 4 8. Easement, including terms and provisions contained therein: Recording Information: 20091208001021 In Favor of: Val Vue Sewer District, King County, Washington, a Municipal Corporation constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline For: INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 5 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse daims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters exduded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or titie to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse daims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in this Guarantee. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in this Guarantee, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in this Guarantee, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be famished to the Company within ninety (90) days after the Assured shall ascertain the fads giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or govemmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Form No. 14 Guarantee No.: 4209-2047839 Subdivision Guarantee (4-10-75) Page No.: 6 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attomeys' fees and expenses incurred by the Assured daimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in this Guarantee; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Assodation. Arbitrable matters may indude, but are not limited to, any controversy or daim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Form No. 1282 (Rev. 12/15/95) FirstAmerican Title 0590 0592 0555 0585 :72 0582 `:' ci) ,4) • 641' LOT 1 0581 0575 0570 0601 0602 • 0603 .• - • • - • .. _ • . -I- • . • - 20 360e 0605 Ti..) SP 8Y -0S 0607 9010291C:38 LT 1 LOT 4 0702 ‘,...... . i R LOT 3 : ,...) e, 0595 i 19 Q 0701 15 0510 .! 0625 066E1 TU SP 1,99-0(:,(14 2000121'100'. 884 Sunday. March 03. 2013 3:37:18 PM - http://imaginci.firstam.net/Fastimages/2013/3/644/874/29369811/03012013_121642PM_ a��l1 ueauawy 'said O N S N h rt awl ueauawy TSJLJ First American Title tizlibrzo-w-l-Lome hricts 3n 22.c al 20 10 7 tl 15 la IT 26 64. 23 22 21 go 19 First American Title First American Title 1 ill1 11 2003:WL23 PPAAGGE.001 OF 006 BAG 43 00 01/23/2003 13 10 KING COUNTY, UA Return Address Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 (206) 242-7665 i Document Title Perpetual Easement and Declaration of Covenant for Private Joint -Use Drainage System Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE JOINT -USE DRAINAGE SYSTEM This perpe al easement for pnvatejoint-use drainage system is made and entered into this i day of Tl014xy , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of First American Title First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE JOINT -USE DRAINAGE SYSTEM, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of the drainage system located over, under, upon and across the real property situated in the City of Tukwila, Washington, described in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs of the private joint -use drainage system shall be the joint responsibility of all present and future owners of the described subject property NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above written Page Z of 6 First American Title First American Title Date this day of 2003 GRANTOR (S) STATE OF WASHINGTON ) ) SS. COUNTY OF KING ) .Pu tl $ Lcb.01 .4he/ I certified that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that hetisigned this instrument and acknowledged it to be h' er free and voluntary act for the uses and purposes mentioned in the instrument 4 GCI( ;„r) , DATED this 1 % day of ....,.: f:0 -.- N. °° �` L`�� NARY PUBLIC in and fo �; e S • to of' °pti1 '..7.7 ; :0• y �0ashington, residing at "a„ O ' VPSYk” My Appointment expires )4, 2i `f r 9.430-3 2002- Page 3 of First American Title First American Title EXHIBIT "A" SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page of First American Title First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING, THENCE SOUTH ALONG THE WEST LINE OF SAID PARCEL S O1° 13' 32"W FOR 200 00 FEET, THENCE S 8/55' 49"E FOR 40 00 FEPT, THENCE N 28° 04' 39" W FOR 40 86 FEET, THENCE N 01013' 32" E FOR 14 95 FEET, THENCE CONTINUING NORTHEAST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 90( 50' 39" FOR 31 71 FEET, THENCE S 87° 55' 49" E FOR 44 71 FEET, THENCE N 01' 13' 32" E FOR 20 00 FEET, THENCE N 87°55' 49" W FOR 45 30 FEET, THENCE CONTINUING NORTHWEST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 89°09' 21" FOR 31 12 FEET, THENCE N 01° 13' 32" E FOR 89 71 FEET TO THE NORTH LINE OF SAID PROPERTY, THENCE N 87°55' 49" W FOR 20 00 FEET TO THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING Page Sof 4 First American Title First American Title TOGETHER WITH THE SOUTH 10 00 FEET OF THE NORTH 200 00 FEET OF SAID PROPERTY, LESS THE WEST PORTION THEREOF WITH A SOUTH LINE LENGTH OF 40 00 FEET AND THE EAST LINE OF WHICH IS AT A BEARING OF N 28° 04' 39" W, TOGETHER WITH THE SOUTH 60 29 FEET OF THE NORTH 190 00 FEET OF THE EAST 30 00 FEET OF SAID PROPERTY, TOGETHER WITH THE SOUTH 20 00 FEET OF THE NORTH 129 71 FEET OF THE EAST 41 24 FEET OF SAID PROPERTY, TOGETHER WITH THE NORTH 109 71 FEET OF THE EAST 20 00 FEET OF SAID PROPERTY Page hof 6 First American Title iA First American Title Return Address II 1IIII� 1,1111 11Ij;i IIII II IIII II lil I Ii i 11111 I 011 Illi II III 1111 IlI III IIII 1111 1 II ui I III III IU jI !1'111 20030123 PAGE 001 OF 005 KINGG CODUNNTY, WA 1111 II II !i Ali Illi II II I Ii i Ill III, 1 11 1 Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 1111 1111 111 III; Illi hit 1, 1111 IIII III 1111 II Ili I I'll I III !ll 01925 42.00 III IIII 'll, 1'11 Il Tliil 1111 I11111111111111, II IIII Iii Ili IIII 1111 III (206) 242-7665 Id II1j Ili! 1111 if Document Title Perpetual Easement and Declaration of Covenant for Private Joint - Use Sanitary Sewer System Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE JOINT -USE SANITARY SEWER SYSTEM This perpetual,easement for pnvate joint -use sanitary sewer system is made and entered /t into this ' "'1 • day of VIc)#it-' , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of 5 -- First First American Title First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATIION OF COVENANT FOR PRIVATE JOINT -USE DRAINAGE SYSTEM, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of the pnvate point -use sanitary sewer system and associated separate lot services located over, under, upon and across the real property situated in the City of Tukwila, Washington, descnbed in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs of the private joint -use sanitary sewer system shall be the joint responsibility of all present and future owners of the described subject property The responsibility for all maintenance and repairs for the separate lot services shall be with the individual lot owner served by such service NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above written Page 2 of First American Title First American Title • Date this n day of +711w/f-i V , 200 STATE OF WASHINGTON ) ) SS. COUNTY Y OF KING ) ei6f-m ALa1 T certified that I know or have satisfactory evidence that ►s the person who appeared before me, and said person acknowledged that Iie jsigned this instrument and acknowledged it to be hi8ie►: free and voluntary act for the uses and purposes mentioned in the instrument ti 8. 1, G CAP i r DATED this / 7day of �e"`•�° y, actof CY (n s :0 NOT +' Y PUB ' C m and the State.of W: .gton, residing at My ppointment expires iti.4/ ?9, 20)11. Page 3 of S First American Title First American Title EXHIBIT "A" SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page 4 of First American Title First American Title EXHIBIT "B0 EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS THE NORTH 200 00 FEET OF THE EAST 10 00 FEET OF SAID PROPERTY Page&of� First American Title t First American Title l!"+ l es elO�US ep 031230'' 0192i 6 Ty, pis Return Address Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 (206) 242-7665 Document Title Perpetual Easement and Declaration of Covenant for Water Lines and Water Services Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Descnption LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 004000061509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR WATER LINES AND WATER SERVICES This p rpetual easewit for water lines and water services is made and entered into this day of 0414.41 -Vii , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of G First American Title ,r First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR WATER LINES AND WATER SERVICES, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of water lines and water services located over, under, upon and across the real property situated in the City of Tukwila, Washington, described in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs for each separate water line or water service serving any separate subdivision of subject property shall be the responsibility of all present and future owners of such separate subdivision of the descnbed subject property NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above written Page Z. of First American Title First American Title Date this day of' j MYL'S' , 244 STATE OF WASHINGTON ) SS. COUNTY OF KING ) Sti) 4 I certified that I know or have satisfactory evidence that '^'""' L alvel is the person who appeared before me and said person acknowledged that and acknowledged it to be free and voluntary act for the uses the instrument L, V ; c%,• + •U PU'o %G s le • r' ; �`_c i • ....4 DATED this //7 day of e signed this instrument rposes mentioned in NOT P : ; C in and • the State of My A residing at ointment expir Page 3 of First American Title First American Title EXHIBIT "N' SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page 'I of First American Title First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING, THENCE SOUTH ALONG THE WEST LINE OF SAID PARCEL S O1° 13' 32"W FOR 200 00 FEET, THENCE S 87°55' 49"E FOR 40 00 FEET, THENCE N 28° 04' 39" W FOR 40 86 FEET, THENCE N 01°13' 32" E FOR 14 95 FEET, THENCE CONTINUING NORTHEAST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 90°50' 39" FOR 31 71 FEET, THENCE S 87°55' 49" E FOR 44 71 FEET, THENCE N 01° 13' 32" E FOR 20 00 MEET, THENCE N 87°55' 49" W FOR 45 30 FEET, THENCE CONTINUING NORTHWEST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 89°09' 21" FOR 31 12 FEET, THENCE N 01°13' 32" E FOR 89 71 FEET TO THE NORTH LINE OF SAID PROPERTY, THENCE N 87°55' 49" W FOR 20 00 FEET TO THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING Page S of 6 First American Title First American Title TOGETHER WITH THE NORTH 5 00 FEET OF THE EAST 25 00 FEET OF THE WEST 45 00 FRFT OF SAID PROPERTY Page 6 of First American Title R First American Title JIMIP PUBLIC EAS 42.00 PAGE 001 OF 005 01/23/2003 13:10 KING COUNTY, UR Return Address Bruce S MacVeigh, P E 14245 59th Ave S Tukwila, WA 98168 (206) 242-7665 Document Title Perpetual Easement and Declaration of Covenant for Private Road and Utilities Grantor Scott B Label and Sharon L Label, husband and wife Grantee Scott B Label and Sharon L Label, husband and wife Legal Description LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 F PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON Reference Number N/A Assessor's Parcel Numbers 00400006I509 PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE ROAD AND UTILITIES This pyrpetual ease,went for pnvate road and utilities is made and entered into this 4 day of 014t1012. / , 2003 by Scott B Label and Sharon L Label, Grantor, and Scott B Label and Sharon L Label, Grantee Page / of S. - First First American Title First American Title WITNESSETH WHEREAS, the GRANTOR hereto warrants that he/they own the parcels of property listed and described on Exhibit "A" attached hereto and incorporated by this reference WHEREAS, the GRANTOR desires to grant to the GRANTEE, its respective heirs, executors, administrators, agents or assigns a PERPETUAL EASEMENT AND DECLARATION OF COVENANT FOR PRIVATE ROAD AND UTILITIES, with right of immediate entry and continued access to construct, improve, maintain and repair all aspects of the road, its pavement for any and all utilities located over, under, upon and across the real property situated in the City of Tukwila, Washington, described in Exhibit "B" attached and incorporated by this reference, FURTHERMORE, it is agreed that the responsibility and cost of repairs of the private road and any and all utilities not otherwise the responsibility of others shall be the point responsibility of all present and future owners of the described subject property NOW THEREFORE, this Perpetual Easement and Declaration of Covenant is executed and shall be a covenant running with the land and shall be binding on all subsequent heirs, executors, administrators and assigns IN WITNESSETH THEREOF, the GRANTOR hereto has executed this Agreement on the date first above written Page 2 of S First American Title First American Title Date this i 714 day of trimoy 200' STATE OF WASHINGTON ) COUNTY OF KING ) SS J'&01/ I certified that I know or have satisfactory evidence that 14.4.2er person who the appeared before me, and said person acknowledged that hingned this instrument and acknowledged it to be firer free and voluntary act for the uses and purposes mentioned in the instrument. -fi�rN DATED this 3 2882- LlC in and fo ' e State of gton, residing at My Appointment expires Page 3 of 3" -- First First American Title First American Title EXHIBIT "A" SUBJECT PARCEL LEGAL DESCRIPTION LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, Page4 of S` First American Title First American Title EXHIBIT "B" EASEMENT LEGAL DESCRIPTION A PORTION OF LOT 4, BLOCK 5 OF ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING, THENCE SOUTH ALONG THE WEST LINE OF SAID PARCEL S 01° 13' 32"W FOR 200 00 FEET, THENCE S 87 55' 49"E FOR 40 00 FEET, THENCE N 28° 04' 39" W FOR 40 86 FEET, THENCE N O1'0 13' 32" E FOR 14 95 FEET, THENCE CONTINUING NORTHEAST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 90° 50' 39" FOR 31 71 FEET, THENCE S 871'55' 49" E FOR 44 71 FEET, THENCE N Ola 13' 32" E FOR 20 00 FEET, THENCE N 87°55' 49" W FOR 45 30 FEET, THENCE CONTINUING NORTHWEST ON A CURVE OF 20 00 FOOT RADIUS THROUGH AN ARC OF 89° 09' 21" FOR 31 12 FEET, THENCE N 01°13' 32" E FOR 89 71 FEET TO THE NORTH LINE OF SAID PROPERTY, THENCE N 87°55' 49" W FOR 20 00 FEET TO THE NORTHWEST CORNER OF SAID PROPERTY, THIS BEING THE POINT OF BEGINNING Page C of 5 First American Title First American Title Retur Address; Z -t (12-26 so. / 46-P TE) r LA, £-Ot( 11111 MN 2003 224001593 ME61cOF sea 70 00 02/24/2003 12 47 KING COUNTY, NA Please pnnt or type information WASHINGTON STATE RECORDER'S Cover Sheet (RCw 65 04) Document Title(s) (or transactions contained therein) (all areas applicable to your document must be filled in) oPOI.3417 '#V I 14001-*N7�►/ ct- a uru()Lc. 1 Foo Sroku4t)+t-ren C. ,w±--crief4i��'T N1TtON S1r1S7z- f 3 4 Reference Number(s) of Documents assigned or released: Additional reference #'s on page of document Grant (s) (Last name, first name, initials) 1 LE -L, coiT 6 , 2 Additional names on page of document Grantees) Last name first, then first name and initials) 1 C( dF T)',(u7, c-4 2 , Additional names on page of document Legal description (abbreviated i e lot, block, plat or section, township, range) Additional legal is on page of document Assessor's Property Tax Parcel/Account Number ❑ Assessor Tax # not yet assigned The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to venfy the accuracy or completeness of the indexuig informationprovided herein I am requesting an emergency nonstandard recording for an additional fee as provided in RCW 36 18.010 I understand that the recording processing requirements may cover up or otherwise obscure sor/. f th % e /of `�. onginal document 1/011 Signature of Requesting Party First American Title First American Title Operation and Maintenance Manual for Stormwater Collection and Detention System Scott Label 4 -Lot Residential Short Plat 4643 S. 146th Street, Tukwila, WA 98168 (File No: L01-034) Table of Contents: Operations of System Inspection Checklist October 8, 2002 Prepared by Bruce S. MacVeigh, P.E. Civil Engineer/Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Office: (206) 242-7665 Fax: Same First American Title First American Title Operation and Maintenance of Short Plat Storm System The operation of both the common and individual lot portions of the system is simple and requires only occasional inspections and maintenance procedures Attached within this manual is a set of checklists with scheduling and maintenance requirements. The commonly maintained storm system consists of a series of catch basins and a large 48 foot long 48" diameter stormwater detention tank, with one large 54" diameter catch basin at each end. A restrictor tee with orifice is located in the large catch basin to the north. The detention portion of the system collects and releases storm water from the private road surface and from the individual house driveways and roof tops. It is the joint responsibility of all of the homeowners to inspect, clean and maintain this part of the system The handling of this joint responsibility is spelled out in the storm drainage easement recorded with the original short plat. The water from the individual driveways and roof tops passes through a sediment control sump, one of which is located on each individual lot. The inspection, cleaning and maintenance for this sump is the same as for catch basins, and is each homeowner's individual responsibility. Note that along with each lot's sump, the house downspouts and gutters should be checked and cleaned each year, or more often. Doing this will also reduce the work in cleaning out the sediment sump for each lot when the time comes Details for the overall system's inspection and clean out, for both floating debris and sediment in the bottom of all catch basins and detention tank, are given in the attached checklists, along with maintenance items which may affect the system's proper operation. Note that some things apply only to the individual lot portions of the system, some apply to the commonly maintained portion of the system, and some apply to both. Questions about inspection and maintenance of this facility may be directed to Bruce S. MacVeigh, P E., Civil Engineer, (206) 242-7665. First American Title First American Title INSTRUCTIONS FOR USE OF MAINTENANCE CHECKLISTS The following pages contain maintenance needs for most of the components that are part of your drainage system, as well as for some components that you may not have. Ignore the requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April 2. Once in late summer (preferable September) 3. After any major storm (use 1 -inch in 24 hours as a guideline), items marked "S" only. Using photocopies of these pages, check off the problems you looked for each time you did an inspection. Add comments on problems found and actions taken. Keep these "checked" sheets in your files. Some items do not need to be looked at every time an inspection is done Use the suggested frequency at the left of each item as a guideline for your inspection. First American Title First American Title REQUIRED ACTIONS: The following actions shall be taken to ensure that pollution generated on site shall be minimized: 1. Warning signs (e.g., "Dump No Waste - Drains to Stream") shall be painted or embossed on or adjacent to all storm drain inlets. They shall be repainted as needed. Contact the Municipality regarding availability of stenciling supplies. 2. Parking lots shall be swept when necessary to remove debris and, at a minimum, twice a year. Use of newer model high -velocity vacuum sweepers is recommended as they are more effective in removing the more harmful smaller particles from paved surfaces. 3. Sediment removed from detention vaults shall be disposed of in a proper manner. Contact the Municipality for instruction prior to completing this task. 4. No activities shall be conducted on site that are likely to result in short-term high - concentration discharge of pollution to the stormwater system. Such activities may include, but not be limited to, vehicle washing, vehicle maintenance, and cleaning of equipment used in the periodic maintenance of buildings and paved surfaces. 5. Employees shall receive basic instruction regarding the control of pollution from commercial operations. Contact the Department of Ecology or the City of Tacoma Stormwater Source Control Program at (206) 591-5588 for assistance in comptetrng this task. First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Control Structure/Flow Restrictor (Structure that controls rate at which water exits facility) • Frequency Feature / ,/ Problem Condo oris To Check For Condtrons That Should Exist M Structure Trash & debns (incudes sedunert) Distance between debns buildup and bottom of orifice plate is fess than 1-12 feet. All trash and debns removed A 11 Structural damage Structures are not satiety attached to manhole wad and otdet pipe structure should support at least 1,000 pounds of up or down pressure. Structure securely attac'ied to wad and outlet pipe A Structure is not in upnght position (allow up to 10% from plumb). Structure in correct position A Connections to outlet pipe are not watertight and show signs of rust Connection to outlet pipe are watertight: structure repaired or rept ked and worts as designed M Any !nodes -other than designed holes—in the structure. Structure las rw holes other than designed holes. M,S Cleanout gate Damaged or missing Cleanout gate is not watertight or is mussing. Gate is waterbght and watts as designed. A Gate cannot be moved up and down by one maintenance person. Gate moves up and down ease and a watertight M.S .. Cham leafing to gate is missing or damaged Cham is in place and works as dessned. A Gate is rusted over 50% of As surface area. Gate a repaired or replaced to meet design standards. M.S Obstructions Any trash, debuts, sedment. or vegetation blocking the plate. Plate us free of all obstructions and works as designed. M.S . Overflow txae Obsttucbora My trash or debris blocking (or having the poter#al of blocking) the overflow nine. — Pipe is free of al obstnxbors and works as desioned f you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A=Annual (March or April preferred) M=Mouthy (See schedule) S=After major storms (use 1 -inch in 24 hours as a guideline) I- 17 First American Title t. First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Catch Basins and Inlets Frequency primage System Feature .' y problem Conations To Cheek For Conditions at Should Ertk M.S. - General Trash, debris, and se in or on basin Trash or debns in front of the catch base opening Is blocking capacity by than 10% No trash or debns located anmeffoatety front of catch baopening Grzte es barn opening kept dean and allows water to enter M Sediment or debns (in the basin) that exceeds 113 the depth from the bottom of basin to inert of the lowest pipe into or out of the basin. No sediment or debns m the catch las.n Catch basins dug out and dean IAA Trash or debns in any inlet or pipe blocking more than 113 of as height Inlet and outlet pipes free of trash or debris. 14 Struct<aai damage to frame and/or top stab Comer of frame adends more than 314 inch past curb face ago the street (d amicable). Frame s even wart calm M • Top stab has holes larger than 2 square inches or cracks wider than 114 inch (intent is to make sure al material is running Into the basin). Tap slab is free of holes and cracks IN Frame not sdtang hush on top stab. i.e., separation of more than 34 inch of the fame from the top slab. Frame is sating flush on top slab A .= . Cracks in basins wallsfbo*tcm • Cracks wider than 1r2 inch and longer than$ feet, any evidence of sal panicles entering catch basis through laces. or . maintenance person )u dges that structure is tussound_ Basin replaced or repaired to design standards. Contact a profess+orat engineer for evaluation. A Cracks wider than 112 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through lacks. No cracks more than 1/4 inch wide at the joint of Mkt/outlet pope. Cortes a professional engineer fru evahrabon. A . Settlemera/ msaigrm eat Basil has settled more than 1 arch or has rotated more than 2 inches out of Larignment- Basin replaced or repaired to standards. Contact a protessod cal engineer for evahAbom. KS Fre hazard or other poi Presence of chemicals such as natural gas, al. and gasoline Obnoxious color, odor or sludge noted. No cater, odor, or sludge Basin s dug out and dean. KS Outlet pipe a clogged with veoetabas Vegetation or roots growing in inlet/outlet pipe joints that Is more than sic inches tai and fess than six inches wart. No vegetation or root growth present If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: A=Annual (March or April preferred) M=Monthly (see schedule) S=After major storms (use 1 -inch in 24 hours as a guideline) J-18 First American Title First American Title ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Conveyance Systems (P'pes, Ditches, and Swales) Frequency D System Feature Problem Conditions to Check For Condibons That Should East KS Pipes Sediment & debns Accumulated sediment that exceeds 2D% of the diameter of the pipe. Pipe cleaned of al sediment and - deans M Vegetation Vegetation that reduces free triove r:art of water through per. Al vegetateon removed so water flows freely through pipe A Damaged (rested, bent, or crushed) Protective coating es damaged; rust is causing more than $0% detanoraticet to ny Part of Pax. Pipe repaired or replaced. M My dem that sigraficantly'ernpedes flow (i.e.. decreases tete cross section area of piper by more than 20%). Pipe repaired or replaced M + Pipe has mars cracks or tears allowing groundwater leakage. P>pe repaired or replaced 41.5 Open d4ches T - Trash & dells Dumping aping of yard wastes such as grass clippings and branches into basin, Unsightly aocumulabon of nondegradable materials such as glass. Plastic. metht foam, and coated PaP� Remove trash and leis and dispose as presarbed by the Municipality, M Sedu ert taaldrrp Accumulated sediment that exceeds 20% of the design depth. Odell cleared of al sedmient and debris so tat it matches desagn. A Vegetation Vegetation (e.g., weedy shrubs or saplings) that reduces tree movements of wader through ddches. Water flows freely tivough ditches. Grassy vegetation stead be sett alone. M - Fromm damage to slopes See Ponds Checklist. See Ponds Checklist. A Rock firing out of place ix mussing Cd appy) Maintenance person can see native sal beneath the Repbce rocks to deign standard Vanes Catch basics Sec Catch Basan Checklist. yes Catch Basins Cheeidrsi KS Swabs Trash & debns See above for Ddu es. Set above for Ditches. M Sediment buildup See above tor Ditches. Vegetation may need to be replardec atter cleaning. M Vegelabon not growing or 1 overgrown Grass covets sparse and seedy or areas are everyman wdh woody t Ks g Aerate sods and reseed and mulch be areas. Maintain grass Ivied a a mermen of 6 inches for best s'tomweatertratment. Remove woody growth, =ardour. and reseed as necessary. M .S tzraswn damage to slopes See Ponds Checidtst. See Ponds Checklist. M Conversion by homeowner to acorn Marble use Swale has been fled in or blocked shed. woodpile, shrubbery, eta by ' If dp>re request that teak area homeownere nQ'� that seek arra be restore!. Contact theMule:meaty to report problem d not reacted I-25 First American Title First American Title Recording Requested By and When Recorded Mail To: Val Vue Sewer District PO Box 69550 Seattle, WA 98168-9550 11111111111 20060614001235 VAL VUE EAS 35.00 PAGE001 OF 004 KING4COUNNTY.11:43 ti 20060614001235.:. Document Title(s) (or transactions contained therein): 1. EASEMENT FOR SEWER CONSTRUCTION - SIDHU HOMES DEV. EXTENSION 2. 3. 4. Reference Number(s) of Documents assigned or released: Grantor(s) (1 act name first, then first name and initials) 1. LABEL, SCOTT B. & SHARON L. 2. 3. 4. 5_ Additional names on page of document. • Grantee(s) (Last name first, then first name and initials) 1. Val Vue Sewer District 2. 3. 4. 5. Additional names on page _ of document Legal Description (abbreviated: i.e. lot, block, plat or section, township, range) LOT 4, BLOCK 5, ADAMS TRACTS, ACCORDING TO THE PLAT, ABBREV. Additional legal is on pages 2 of document. Assessor's Property Tax Parcel/Account Number Tax Lot: #001000-0615 Assessor Tax Number not yet assigned First American Title A First American Title GRANTORS, SEWER EASEMENT Scott B. and Sharon Label 4643 S. 146th Street 4226 S. 146th Street Tukwila, WA 98168-4467 20060614001235 For and in consideration of one dollar ($1.00) and other valuable considerations, the receipt of which is hereby acknowledged, grants and conveys to GRANTEES, VAL VUE SEWER DISTRICT, King County, Washington, a Municipal Corporation, an easement and right-of- way, over, across, along, through, and under the following described property situated in King County, Washington, to -wit: See attached Exhibit A for subject parcel and easement descriptions. See attached Exhibit B for graphic depiction. For the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress therefrom for the purpose of enjoying the easement, and also granting to Grantees and to those acting under or for Grantees the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for that purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, Grantees shall restore the premises as near as may be to its condition immediately before such construction or entry. IN WITNESS WHEREOF, Grantors have hereunto set their hand this o? day of STATE OF WASHINGTON COUNTY OF KING } ) ss. On this day of %J/AJ the undersigned, a Notary Public ' and for the S , sworn, personally appeared et* e .QD , to me known to be the individu instrt; and acknowledged to me th. ,200b before me, e was on, duly commissioned and described in and who executed the foregoing he she signed and sealed the said instrument heir his, her) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year in this certificate above written. Notov Public ' Maloof Watilnalon CMINKS . MVS 60111Jil 11:/-2009" Notary Public in and for the State of Washington, residing at First American Title First American Title 200606140012'36. EXHIBIT A TAX LOT# 004000-0615 SUBJECT PROPERTY DESCRIPTION LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. SEWER LINE EASEMENT DESCRIPTION THE EAST 15 FEET OF LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME I 1 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. February 14, 2006 Prepared by RickH, PACE Engineers, Inc. P:\P05\05055.00\Doc\004000-0615 Label EXHIBIT A.doc First American Title ( 004000-0615 ) First American Title EXHIBIT B TAX LOT 004000-0615 S. 146TH STREET 15.00' NEW SEWER EASEMENT SCOTT B. & SHARON LABEL'/ 4643 S. 146Th ST. TUKWILA, WA 98168 r/ tv 1/ 750 Sixth Street South Kirkland, WA 98033 PE p. 425.827.20141 f. 425.827.5043 Civil ( Structural 1 Planning 1 Survey paceengrs.com SCALE: 1" = 60' FILE:\5055—ESMT.DWG DATE: 02/14/06 RLH PROJ. NO.: 05055.00 An Engineering Services Company 20060614001235.:: First American Title 16. AFTER RECORDING MAIL TO: Tarlochan Singh Sahota 4643 South 146th Street Tukwila, WA 98168 20 111111111111111 FIRST QNERICAN110602000922 PAGE -001 OF 002 KING2COU11NTY , I1A6 E2494218 06/02/2011 1424 SALEKTCOUNTY, WA 4,455.00 y2 ,000.00 20110602000922.001 PAGE -001 OF 001 Filed for Record at Request of: Space acme this line for RecweNs we only FIRST AMERICAN 17/38 6 First American Title Insurance Company STATUTORY WARRANTY DEED '` .ftp 3 File No: 4215-1713803 (TNW) Date: May 18, 2011 Grantor(s): Scott B. Label and Sharon Label Grantee(s): Tarlochan Singh Sahota and Yadwinder Singh Malhans and Gurtej Singh Gill and Rajinder Singh Dhillon Abbreviated Legal: LOT 4, BLOCK 5, ADAMS HOME TRACTS, VOL 11, P. 31, KING COUNTY Additional Legal on page: Assessor's Tax Parcel No(s): 0040000615 THE GRANTOR(S) Scott B. Label and Sharon Label, husband and wife for and in consideration of Ten Dollars and other Good and Valuable Consideration, in hand paid, conveys, and warrants to Tarlochan Singh Sahota, Yadwinder Singh Malhans, Gurtej Singh Gill and Rajinder Singh Dhillon, each married as their separate estates, the following described real estate, situated in the County of King, State of Washington. LEGAL DESCRIPTION: Real property in the County of King, State of Washington, described as follows: LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. Subject To: This conveyance is subject to covenants, conditions, restrictions and easements, if any, affecting tide, which may appear in the public record, including those shown on any recorded plat or survey. Page 1 of 2 LPB 10-05 41. APN: 0040000615 Statutory Warranty Deed Fite No.: 4215-1713803 (TNW) -continued Scott B. Label aron Label STATE OF Washington COUNTY OF King )-ss ) Date: 05/18/2011 I certify that I know or have satisfactory evidence that Scott B. Label and Sharon LaI, is ar the person(s) who appeared before me, and said pe n(s) acknowledged that he/she h signed this instrument and acknowledged it to be his/her thei free and voluntary act for th ses and purposes mentioned in this instrument. KOJ2L-OrnfkA 5/2-512011 Dated: Notary Public in�and �for the StaLe of Washington Residing at: k--, ' +- My appointment expires: "I i f 3 Page 2 of 2 LPB 10-05 20110602000922.002 AFTER RECORDING MAIL TO: Gurtej Singh Gill 17342 32nd Avenue South Sea Tac, Washington 98168 20110602000923.001 111 111 i 20110602000923 FIRST AIMERICAN GCO 63.00 PAGE -001 OF 002 06/02/2011 14:36 KING COUNTY, WA Hied fOr Record at Request d: .spam ahae mu*.,.amass wearer Hest Nnerion 11tle Irmrance Company FIRST AMERICAN / %%3403 QUIT CLAIM DEED .. 2//5 V� File No: 4215-1713803 (TNW) Date: May 18, 2011 Grantor(s): Gill, Pinder Kaur Grantee(s): Gill, Gurtej Singh Abbreviated Legal: LOT 4, BLOCK 5, ADAMS HOME TRACTS, VOL. 11, P. 31, KING COUNTY Additional Legal on page: Assessor's Tax Parcel No(s); 0040000615 THE GRANTOR(S) Pinder Kaur Gill, wife of grantee herein for and in consideration of No Consideration- To Establish Separate Property in hand paid, conveys and quit daims to Gurtej Singh Gill, husband of grantor herein, the following described real estate, situated In the County of King, State of Washington, together with all after acquired title of the grantor(s) herein: LEGAL DESCRIPTION: Real property In the County of tang, State of Washington, described as follows: LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. Pi\vz.dec__ �t 1 Pinder Kaur Giil Page 1 of 2 E2494221 06/02/2011 14:26 KING COUNTY, WA TAX SALE $10.00 $0.00 PAGE -001 OF 001 Rscription: King,WA Document - Year.Month.Day.DociD 2011.602.923 Page: 1 of 2 rder: 1 Comment: 20110602000923.002 APN:0040000615 STATE OF Washington COUNTY OF Arnci Quitclaim Deed • mntlnued File No.: 4115.1713807 (THIN) Date: 05/18/2011 )-ss. I certify that I know or have satisfactory evidence that P der Kaur G111, Is/are the persons) who appeared before me, and said person(s) acknowl _ . s :• .Igned this Instrument and acknowl.-•ged it to be his/her/their .�� ; . uses and purposes me • . _., Is Instrument. 1 Notary Public i and for the Stag of Washington Residing at: My appointment expires: Q,vaf /al Page 2 of 2 tP8 12-05 ascription: King,WA Document - Year.Month.Day.DocID 2011.602.923 Page: 2 of 2 rder: 1 Comment: 1' r AFTER RECORDING MAIL TO: Rajinder Singh Dhillon 17342 32nd Avenue South Sea Tac, Washington 98168 11111111111111.1111 20110602000924 FIRST AIMERICAN OCD 63.00 PAGE -001 OF 002 06/02/2011 14:36 KING COUNTY, UA Flied for Record at Request of: Fkst American TWe Insurance Company FIRST AMERICAN /7/ 31U QUIT CLAIM DEED 244(A File No: 4215-1713803 (TNW) Date: May 18, 2011 Grantor(s): Dhllion, Kamalpreet Kaur Grantee(s): Dhilion, Rajinder Singh Abbreviated Legal: LOT 4, BLOCK 5, ADAMS HOME TRACTS, VOL. 11, P. 31, KING COUNTY Additional Legal on page: Assessor's Tax Parcel No(s): 0040000615 THE GRANTOR(S) Kamalpreet Kaur Dhilion, wife of grantee herein for and in consideration of No Consideration- To Establish Separate Property In hand paid, conveys and quit claims to Rajinder Singh Dhillon, husband of grantor herein, the following desaibed real estate, situated In the County of King, State of Washington, together with all after acquired title of the grantor(s) herein: LEGAL DESCRIPTION: Real property in the County of King, State of Washington, described as follows: LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. kty.10,i?Re,± Kamaipreet Kaur DhilIon Page 1of2 E2494222 06/02/2011 14:27 KINNG COUNTY, IIATX $10.00 SALE $0.00 escription: King,WA Document - Year.Month.Day.DocID 2011.602.924 Page: 1 of 2 rder: 1 Comment: 20110602000924.001 PAGE -001 OF 001 20110602000924.002 APN: 0040000615 STATE OF Washington COUNTYOF alaktif Quitclaim Deed • continued Rie No.: 4215.1713803 (NW) Date: 05/18%2011 )-ss. I certify that I know or have satisfactory evidence ,. t Kamalpreet Kaur (Millen, is/are the person(s) who appeared before me, and said 4 :.. • I ..a... ed } . . - she/they signed this instrument ,. atknowl it to be h. 1� �� /f '' T purposes • ntioned in this instrument � J��% for the uses and Dated: % . MI ( Notary Pubilcnd for the State of Washington Residing at: ijt.4 lCO3 WA - My appointment expires: 02_1+20 ) 3 Page 2 of 2 LPB 12-05 escription: King,WA Document - Year.Month.Day.DocID 2011.602.924 Page: 2 of 2 rder: 1 Comment: 20110602000925.001 { . . • AFTER RECORDING MAIL TO: Tarlochan Singh Sahota 17342 32nd Avenue South Sea Tac, Washington 98168 11111111111 20110602000925 FIRST AMERICAN ACD 63.00 PAGE -001 OF 002 06/02/2011 14:36 KING COUNTY, UR E2494225 06/02/2011 14:28 KING STRE COUNTY, WA $10.00 PAGE -001 OF 001 Fled for Record at Request of: First American Title insurance Company Qmm tl .e alahr i rimmfm5 mr mw FIRST AMERICAN 17/3ra 3 QUIT CLAIM DEED 2)146. File No: 4215-1713803 (TNW) Date: May 18, 2011 Grantor(s): Satiate, Parminder Kaur Grantee(s): Sahota, Tarfochan Singh Abbreviated Legal: LOT 4, BLOCK 5, ADAMS HOME TRACTS, VOL 11, P. 31, KING COUNTY Additional Legal on page: Assessor's Tax Parcel No(s): 0040000615 THE GRANTOR(S) Parminder Kaur Sahota, wife of grantee herein for and In consideration of No Consideration- To Establish Separate Property in hand paid, conveys and quit claims to Tarlochan Singh Sahota, husband of grantor herein, the following described real estate, situated hi the County of King, State of Washington, together with an after acquired title of the grantor(s) herein: LEGAL DESCRIPTION: Read property in the County of King, Slate of Washington, described as follows: LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. Q6Lolti,Jec (ceuir sails Parmlnder Kaur Sahota Page 1 of 2 1P812-05 escription: King,WA Document - Year.Month.Day.DocID 2011.602.925 Page: 1 of 2 rder: 1 Comment: r• 6 APN: 0040000615 STATE OF Washington COUNTY OF -Rine- W .de,_ Qcitdalm Deed - continued Fie Na: 4215-1713$03 (TNW) Date: 0511312011 } I certify that 1 know or have satisfactory evidence that Parminder Kaur Sahota, is,/are-the person(aTwho appeared before me, and said person(aracknowledged that he/she/they signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned In this instrument. L ,q,;irct Ptur. . 1) — Dated: a --S Yttlt,b r.0 l t Notary Public State of Washington LAURA LESLEY VESTANEN My commission expires August 10, 2011 Notary Pubflc in and for the State of Washington Residing at: My appointment expire.: Page 2 of 2 Lame Lesley %%Menem Motley Pi lie Residing of Point Roberts, vima. USA Commission number 95291 My commission expires 4 ► Jnr It escription: King,WA Document - Year.Month.Day.DocID 2011.602.925 Page: 2 of 2 rder: 1 Comment: 20110602000925.002 1P9 12.05 RECORDING MAIL TO: dwinder Singh Ma!hens 17342 32nd Avenue South Sea Tac, Washington 98168 II II -11111 Mill 20110602000926 FIRST AMERICAN OCD 63.00 PAGE -001 OF 002 06/02/2011 14:36 KING COUNTY, UA Filed for Reaad at Request of: First American Title Insurance Company QUIT CLAIM DEED maraIIaemse.bAetodsfawr FIRST AMERICAN / 7/3 iD 3 File No: 4215-1713803 (TNW) Date: May 18, 2011 Grantor(s): Malhansfliprpreet Kaur Grantee(s): Mathans,winder Singh Abbreviated Legal: LOT 4, BLOCK 5, ADAMS HOME TRACTS, VOL 11, P. 31, KING COUNTY Additional Legal on page: Assessor's Tax Parcel No(s): 0040000615 HKM THE GRANTOR(S) Harpreet Kaur Malhans, wife of grantee herein for and In consideration oil a Consideration- To Establish Separate Property In hand paid, conveys and qult Balms ruler Singh Malhans, husband of grantor herein, the following described real estate, situated in the County of King, State of Washington, together with all after acquired title of the grantor(s) herein: HtcM LEGAL DESCRIPTION: Real property In the County of IGng, State of Washington, described as fofows: LOT 4, BLOCK 5, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. Pave 1 of 2 E2494227 06/02/2011 14:30 KINGCOUNTY,COUNTY, UATX 10.00 SALE $0.00 20110602000926.001 PAGE -001 OF 001 • APN: 0040000615 STATE OF Washington 20110602000926.002 Qutldaim Deed - continued File No.: 4215-1713803 (TM) Date: 05/18/2011 }ss. COUNTY OF -Kiri 1„) LLA -Km. ) I certify that I know or have satisfactory evidence that Harpreet Kaur Matharts, isipag the person(erwho appeared before me, and said person(sj acknow that he/she/they signed this instrument and acknowledged ft to be his/her/. taoic free and voluntary act for the uses and purposes mentioned In this instrument. ,- trc ttL- Dated: , Yluf,b abil Notary Public in and for the State of Washington Residing at My appointment expires: Notary Public State of Washington LAURA LESLEY VESTANEN My commission expires August 10, 2011 Page 2of2 Lama Lesl°y Women. Nafiry Puttic Ftesidinp at Point Ratans, nw. kiSA Commission number 95291 • M7 mission anti* 9/0 i f