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Permit PL16-0012 - BRUCE MACVEIGH - SHAGLAINI AND JOHAL SHORT PLAT
Saranjeet Singh Shaglani SHORT PLAT SITE APN: 7346600128 RECORDED PARENT PROJECT NO: PL16-0012 PROJECT NO: L16-0014 City of Tukwila Department of Community Development Notice of Decision April 7, 2016 Bruce McVeigh, PE 14245 59 Avenue S. Tukwila, WA 98188 RE: Short Plat L16-0014 Tax Parcel: 7346600128 Dear Mr. MacVeigh: Allan Ekberg, Mayor Jack Pace, Director The Short Subdivision Committee has completed review of your short plat application (No. L16- 0014), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per the Permit Application Types and Procedures Chapter of the Zoning Code (TMC 18.104.170.) Based on the project submittal, preliminary approval is granted subject to the conditions stated below. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed in the in the Tukwila Subdivision Code. (TMC 17.12.020 C.) Preliminary Approval Conditions 1) Revise the Short Plat as follows: a) Label the assigned addresses as follows on sheet 2 of 2: i. Lot 1-2914 S 135 Street ii. Lot 2 - 2916 S 135 Street b) Add a "Note" to the Private Access, Drainage, Utilities and Emergency Turnaround Easement. SAMPLE for Information only - This short plat contains an easement for access; utilities, such as drainage, sanitary sewer, water, electricity, cable; and an emergency turnaround for the benefit of the owners of tots 1 and 2 of this short plat. Ownership of said lots 1 and 2 within this short plat includes an equal and undivided responsibility for the maintenance of said easement and the construction, maintenance, repair, and replacement of improvements contained therein." c) You may remove the word "drainage" from the above label as "utilities" includes that function and would potentially confuse property owners as the access and utility easement leading to the property does not spell out "drainage." d) Add a note indicating: "New residential homes shall be equipped with a fire sprinkler system." e) Add note that the owner of lot 1 shalt obtain a separate sanitary sewer permit from Valley View Water District. f) Label and correct the "required building setback" so that the south is 20 feet the east and west are 5 feet and the north is 10 feet. g) Add recording number for the proposed private easement for sanitary sewer after confirmation that there is adequate legal connection to public right of way. (see 3 below) h) Remove or label the dashed lines adjacent to the proposed new private easement for access and utilities. i) Label the square footage shown as "proposed new lot size" 2) Submit the attached Traffic Concurrency Test Application to Public Works and pay the $300.00 application fee. 3) Provide a copy of the private sewer easement that will be used to connect the proposed new sewer easement to the public right of way thereby verifing that the new easement has a legal connection. Informational Items that will apply to future construction permits: 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 2. Fire Sprinkler system shall be installed in new single family dwellings.. Ensure the water supply line and water meter are sized to accommodate the required residential fire sprinkler systems water flow demand. 3. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. if unable to provide a suitable flat area adjacent to the houses for fire ladder access, please contact the Tukwila Fire Marshal's office at (206) 971-8719. 4. Tree Retention - Every reasonable effort shall be made to preserve existing trees and vegetation and integrate them into home's design (TMC 17.20.030.A.2) 5. All utilities including power are required to be underground per the Tukwila Municipal Code. 6. Provide a copy of the recorded document with King County Assessor parcel numbers to the Fire Marshal's Office once it is completed. NEXT STEPS: 1. Construction permits: Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) Type 'C' permit. For utilities provided by other entities, contact the individual providers. 2. Final Approval: Submit documents for final approval. After installing the required site improvements and complying with the conditions of approval submit the necessary short plat documents (survey, legal descriptions, and other required paper work) for city signatures. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. 3. Recording: The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4-6 weeks, at which time your short plat is considered com plete. You can shorten this processing time by hand -delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. EXPIRATION OF PRELIMINARY APPROVAL The final approved short plat must be filed with the King County Department of Records within one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. APPEAL RIGHTS This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision. The requirements for such appeals are set forth in the Appeal Process Chapter of the Tukwila Municipal Code (TMC18.116.) Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If you have any questions about this matter please direct them to the project planner, Minnie Dhaliwal. She can be reached by phone at 206-431-3685. Sincerely, Chair, Short Subdivision Committee Copy: Bob Giberson, Public orks Director 14" (please initial your approval) Chris Flores, Fire Chief' (please initial your approval) Saranjeet Singh Shaglaini, owner Karnali S. Johal, owner King County Assessor, Accounting Division MEMORANDUM To: Bob Giberson via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Colin Poff RE: Shaglani Short Plat Date: April 26, 2016 File: L16-0014 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores-' c c� (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi (initials) MEMORANDUM To: Bob Giberson via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Colin Poff RE: Shaglani Short Plat Date: April 26, 2016 File: L16-0014 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores Approved by Bob Giberson Approved by Richard Takechi (initials) (initials) (initials) MEMORANDUM To: Bob Giberson via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Colin Poff RE: Shaglani Short Plat Date: April 26, 2016 File: L16-0014 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi f-s 7 (initials) C- City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1171 U Plan Check/Permit Number: ❑ Response to Incomplete Letter # 11 Response to Correction Letter # ❑ Revision # ' after Permit is Issued E " Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Sk A tA^ v ) pt..4/J- Project Address: 2 976 S. /.�S �' 5— . rP Contact Person: ,'U (.0 �f,4C� fli/� F% Phone Number: 2' 6 S7/- b7 ye5r Summary of Revision: RECEIVED APR 222016 Community Development — , /' 4L 3', P. /7.QP1 5)17'S / / a 4 s E75 / /,e.,9 L P/v 4E Pt , S/{' 4t l / C2Q t'7y '- 7i,/QN-APa uMb /-1 / ,�i $E,L EN7 ,PDAte/ l �� y S .yi 52c--w � �,�s�l�!L i� 7 'reeveb / /10 P f — <-/ 6 F ��6�E�kr d314-/ 71/ r?lc/ -A20 v F96 P,Ig//V/Mt ropi5 3 -- D. /tixo c"i'Vel oFF 2 6'4c- S lAo-E/-,ccl Z (o PI L S ' ,C D. /.-/SPrcra t' v 71)2/e /}k'dUH71 7.E'•NcJ/ Sheet Number(s): /4//9 "Cloud" or highlight all areas of revision including dat' . re. ion Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on Valley View Sewer District PO Box 69550 14816 Military Rd S Seattle, WA 98168 RECEIVED APR222016 Community Development 20160420000572 JONAL KARNAIL EAS 75.00 PAGE-001 OF 003 04/20/2016 11:19 KING COUNTY, WA ONE PARTY DECLARATION OF EASEMENT FOR SIDE SEWER WHEREAS, THIS AGREEMENT, the day of MA-R: t/, , 201 beettwen SARANJEET SINGH HAGLAINI AND GRANTOR/GRANTEE/OWNERS NAME: KARNAIL S. JOHAL, OWNERS Owners of the following described real property situated in King County, Washington, to -wit: THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. /VI ..�7 &Ca-0I °2-8" is desirous of establishing a side sewer easement for the benefit of each of said properties. WITNESSETH: That for and in consideration of the mutual covenants herein expressed, it is hereby agreed by the above party as follows: 1st - A side sewer shall be constructed as follows: THE SOUTH 15 FEET OF THE EAST 75 FEET TOGETHER WITH THE SOUTH 60 FEET OF THE EAST 15.00 FEET OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. (SEE EXHIBIT "A") 2nd - There shall be, and each party does grant unto the other, an easement for sewer for the use of said properties and 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 each party and to those acting under or for each party 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 the purpose, and immediately after the completion of the construction and installation, or any,subsequent entry upon the easement, the responsible party(s) shall restore the premises as near as may be to its condition immediately before such construction or entry. 3rd - The cost of construction of said sewer shall be borne by the owners of the said properties as follows: As mutually agreed 4th - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 5th - This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WITNESS WHEREOF we hereunto set our hands and seals the day and year first above written. SARANJEET SINGH SHAGLAINI KARNAIL S. JOHAL v.r JctL >:: E TAX NOT REQUIRED King Co. Records Valley View Sewer District PO Box 69550 14816 Military Rd S Seattle, WA 98168 Page 2 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) + ,/� This is to certify that on this day of /"I rjt Public in and for the State Washgton, duly SARANJEET SI_NGH , 201L, before me, the undersigned, a Notary commissioned and sworn, personally came SHAGLAINI (AND) to me known to be the parties who executed the within instrument, and acknowledged to me that ( they, he, she ) signed and sealed the same as ( their, his, her) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and seal the day and year in this certificate first above written. Notary Public State oa Millington SAM WALUGK My Appointment Expires Feb 24, 2019 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) This is to certify that on this Public in and for the State of Notary Public in and for the State of Washington, residing at .,e ems. Lday of , 20 � �- , before me, the undersigned, a Notary Washington, duly commissioned and sworn, personally came KARNAIL S. JOHAL (AND) d to me known to be the parties who executedthehis�ln her instrument, freeand voluntary actand de d for the uses and she signed and sealed the same as (thr purposes therein mentioned. WITNESS my hand and seal the day and year ' ' his certificate first above written. 4 IIt#s BRADLEY w M E ( My AppainNimat Esping* 11. 2019 Nota ' - lic in and for the State of Washington, residing at Zuc;cr,, 0 0 0 ,ca O' X 0 ) M S00'15'28"E 0, 00' o o apt S00'15'28"E AsQr ' 90.00' I \ Q 0) tri NEW LOT LINE 20' BSBL PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY::,:. RECORDING NUMBER.---- 0 0 N o a0i 00 0 I to t0 � O c CO Cr) p, C .0 N --H 1"-. 0 J N 10'BSBL S00'15'28"E 90.00' 3' x 6' .Sewer Easement KC Rec. No. 5813825 -J CO a] 20 FOOT NOP PER EXHIBIT "A" - EASEMENT MAP RECEIVED APR 22 2016 Community Development Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 Cell: 206-571-8794 September 15, 2015 D13-157 City of Tukwila Attn: Building Official/Field Inspector Tukwila Permit: Subject: Inspection: ADDITIONAL 12' TRENCH FOR TURNAROUND, New Residence, 2916 S. 135th Street, Tukwila, WA 98168 (PN: 734660-0128) Dear Sir: The purpose of this letter is to document the satisfactory construction of a minor additional infiltration trench for the added approximately 20' x 45' turnaround west of the new house, as requested by the Fire Department. The additional trench is required since the grading for the additional turnaround does not allow suitable pavement slope to the earlier installed 45 foot long trench in the main access driveway. The original sizing calculations and working sketch for the trench are attached for reference. Calculated trench size: L = 12' W = 5' D = 4' Area = 60 sf Volume = 240 cf September 1, 2015 observed partial installation. Installed trench size: L = 17' W = 7' D = 2.5' Area = 115 sf Volume = 298 cf While this is different than as shown on the working sketch, the almost doubled area is a great increase in the infiltrative area, the most important trench sizing criteria for its effectiveness. The increased volume is also a significant and conservative increase over the working sketch design. Also, catch basins with 4" tees were installed at both ends. On September 15, 2015 this office visited the site and observed the completed and fully graveled and piped trench. The catch basins were in place and correctly installed. The trench may be considered as installed and inspected. Questions relating to this matter may be directed to this office. Sincere ce S. MacVei• , P.E. Civil Engineer karnailj135th2ndtrenchinsplffinal/1375 PARTIALLY FILLED TRENCH -- LOOKING SOUTH September 1, 20'15 CLOSE UP OF PARTIALLY FILLED TRENCH September 1, 2015 existing wood fence S89'56'07"E 155.00' 0 0 cn I '0 80.00 5' BSBL et S89'56'07"E existing wood fence. co CO r m 0 N 0 0 0 75.00 20.3' 5.9 Existing House #2916 LOT 2—l-1 6.750 sf f .. 75.00' 155.00' New Private 1' easement for Sanitary Sewer 1) v /.? s` >.<'" 'a 's ," .a.._ 7-v/pN 4'Roe) 4 7,10' =-Avef/ t EXPIRE$: 4/24/ ,. / 04- d4 '/ S`_ G^J%Z 92/eg. 74? e-P-/EiI Zo / ZPr= 3 Spa S� 4-1= ZZ5'SX' ' rK4s (-= 'CPU f 2 i icey , �.--� j Ov- /2 r /1/ 1 lip x �J� / z.' RECEIVED Bruce S. MacVeigh, F.E. APR 22I Civil Engineer Community 14245 59th Ave. S. Development Tukwila, WA 98168 Cell: 206-571-8794 September 15, 2015 Tukwila Permit: D13-157 City of Tukwila Attn: Building Official/Field Inspector Subject: Inspection: ADDITIONAL 12' TRENCH FOR TURNAROUND, New Residence, 2916 S. 135th Street, Tukwila, WA 98168 (PN: 734660-0128) Dear Sir: The purpose of this letter is to document the satisfactory construction of a minor additional infiltration trench for the added approximately 20' x 45' turnaround west of the new house, as requested by the Fire Department. The additional trench is required since the grading for the additional turnaround does not allow suitable pavement slope to the earlier installed 45 foot long trench in the main access driveway. The original sizing calculations and working sketch for the trench are attached for reference. Calculated trench size: L = 12' W = 5' D = 4' Area = 60 sf Volume = 240 cf September 1, 2015 observed partial installation. Installed trench size: IL = 17' W = 7' D = 2.5' Area = 115 sf Volume = 298 cf While this is different than as shown on the working sketch, the almost doubled area is a great increase in the infiltrative area, the most important trench sizing criteria for its effectiveness. The increased volume is also a significant and conservative increase over the working sketch design. Also, catch basins with 4" tees were installed at both ends. On September 15, 2015 this office visited the site and observed the completed and fully graveled and piped trench. The catch basins were in place and correctly installed. The trench may be considered as installed and inspected. Questions relating to this matter may be directed to this office. Sincerely, ,Yj/ uce S. MacVei, P.E. Civil Engineer karnai j135th2ndtrenchinsplfinal/1375 PARTIALLY FILLED TRENCH - LOOKING SOUTH September 1, 2015 CLOSE UP OF PARTIALLY FILLED TRENCH September 1, 2015 existing wood fence a '0 80.00' 3„sz,s Loos S89'56'07"E 155.00' MC7073 07n- 0z2> oy-1 ZOrn e m =m v. 001:11) Fri -I cn co0cz zo W/ 7F. I 1/171./gry‘:/fi,„,./ L I�h, r -, � ae.// E/ .: 5' BSBL 80.00- S89'56'07"E —existing wood fence. e m z 0 5' BSBL LOT 1 �. r 7,200, "sr_ ..'. z o :::"� N CO m r z o> 0 0 0 S 0 0 75.00" T Lim-- 20.3' Existing House #2916 5.9 LOT 2—I- 6,750 sf t .. 75.00' 155.00' New Private 15' easement ) for Sanitary Sewer s17 1v 14 t-31n35 0 0 0 0 ST /.fir .�- �� cis 7-vif?fN 2t: 'J u-t zo 1 EXPiRE$: 4/24/ /'7 s / "-614 VS- ,41/2.&-7,40 C�2 a2/Cr. % e.7 C,✓I Zak / ZS'l-= 3, sa,a S� C d G✓ ..r O Z r l %1/ / 4 Bruce So MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 Ce11: 206-571-8794 Tukwila Permit: D13-157 2916 S. 135th Street, Tukwila, WA 98168 (PN: 734and Draina 660-0128) e, New Residence, RECEIVED APR 22 r, Community Development August 13, 2015 City of Tukwila Attn: Building Official/Field Inspector Subject: Inspection; 20 Foot Wide Access Drivewa Dear Sir: The purpose of this letter is to document the satisfactory construction of the above driveway (less actual pavement placement). The driveway is located in a 20 foot by approximately 150 foot access easement running from the right-of-way on the north side of S 135th street north to the subject property. In November 2014 this office prepared an engineered design for the driveway, including an engineered minor concrete retaining wall for use on either both sides or at least the east side of the driveway. The wall(s) were desired to level the run of the driveway which would otherwise "dip" too much along its run. This design has been submitted and substantially approved. During routine visits to the site to assist in the residential construction in June and July the construction of the east wall, the fill placement and the drainage trench installation were observed. All installations were of good construction and matched the recommendations and specifications of the engineered design. At this time the run of driveway from the street up to (and including) the site's parking pad are graded and ready for top course and asphalt paving. Prior to final occupancy an additional "turn -around" pavement section will be installed on the site west of the residence to meet Fire Department requirements. The grading required for this additional pavement has not been completed and it's paving will be done separately. Attached are photographs of the infiltration trench installation. The designed 5 foot by 45 foot trench was properly installed, and with a completed width typically at least one foot wider than the required 5 foot. Questions relating to this matter may be directed to this office. Sincerely, Bruce S. MacVeigh, P.E. Civil Engineer karnailj 135thdrivewayinsp/1375 Qv 11(44 L s / e'viz4• -7, ,a r ova i17.6'/ ` ij'YPE 3/ k .5-01Y-41- /--A",0119 L//A piw W'r CAA( WET POE 4 LrE7 A° T 2fl rr . w44L W6, t✓Ad J 4iP TeAe.724,4ei 9jC '';`._�_ ", .E:S'S T Jw- te (2 Jl/N,,) 9'9. 7v.h'T 1' TriA121:: ... c' i3'dld15.7 ice py/ 4 RECEIVED APR 222016 Community Development August 13, 2015 City of Tukwila Attn: Building Official/Field Inspector Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 Ce11: 206-571-8794 Tukwila Permit: D13-157 Subject: Inspection: 20 Foot Wide Access Driveway and Drainage, New Residence, 2916 S. 135th Street, Tukwila, WA 98168 (PN: 734660-0128) Dear Sir: The purpose of this letter is to document the satisfactory construction of the above driveway (less actual pavement placement). The driveway is located in a 20 foot by approximately 150 foot access easement running from the right-of-way on the north side of S. 135th street north to the subject property. In November 2014 this office prepared an engineered design for the driveway, including an engineered minor concrete retaining wall for use on either both sides or at least the east side of the driveway. The wall(s) were desired to level the run of the driveway which would otherwise "dip" too much along its run. This design has been submitted and substantially approved. During routine visits to the site to assist in the residential construction in June and July the construction of the east wall, the fill placement and the drainage trench installation were observed. All installations were of good construction and matched the recommendations and specifications of the engineered design. At this time the run of driveway from the street up to (and including) the site's parking pad are graded and ready for top course and asphalt paving. Prior to final occupancy an additional "turn -around" pavement section will be installed on the site west of the residence to meet Fire Department requirements. The grading required for this additional pavement has not been completed and it's paving will be done separately. Attached are photographs of the infiltration trench installation. The designed 5 foot by 45 foot trench was properly installed, and with a completed width typically at least one foot wider than the required 5 foot. Questions relating to this matter may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer karnailj 135thdrivewayinsp/1375 4 . „ASS/*7 •.r .`. , 1 . e Ave "QY -a/ Ac'/W w u iw ,ON WJ'Er T S1>EE ..v WAIG ;rkvr, C v 8 •- j✓ k�Fs 4,P 7 0 3' •7 r tiel Z •L wi : ee.FS_S_ . 'i92. .i'`7 T #•+'' /2 0. (2 . /'/4 ,) L k 4"; )mac 2,34D ,57 S-yam 01".JZ360 use Pif./.40711 Zdsz " litUtIVtL APR 22 2016 Community Development RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: BRUCE S. MacVEIGH, P.E. 1245 59TH AVENUE S. TUKWILA, WA 98168 2016042000II 0570 JOHAL KARNAIL COV 82.00 PAGE-001 OF 010 04/20/2016 11:19 KING COUNTY, UA i DECLARATION OF COVENANT FOR MANTENANCE AND INSPECTION OF FLOW CONTROL BMPS GRANTOR: Saranjeet Singh Shaglani and Karnali S. Johal GRANTEE: City of Tukwila Legal Description: A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. Additional Legal Descriptions: See Exhibit A Assessor's Tax Parcel No.: 734660-0128 IN CONSIDERATION of the approved City of Tukwila Short Subdivision Permit per Application No.: L16-0014 relating to the real property described above, and further described in Exhibit A, the Grantors hereby covenant with the City of Tukwila, that they will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs 1 through 8 below with regard to the subject property. Grantors hereby grant, covenant and agree as follows: 1. Grantor and their successors in interest and assigns shall retain, uphold, and protect the stormwater management devices, features, pathways, limits and restrictions, known as Flow Control "Best Management Practices" (to be referred to as such, even if they are not in matter of fact the "best" practices available) or BMP's, shown on the approved Flow Control BMP Site Plan for the Property attached hereto and incorporated herein as Exhibit B. 2. The Owners shall at their own cost, operate, maintain, and keep in good repair, the Property's BMPs as described in the approved Design and. Maintenance Details for each BMP attached hereto and incorporated herein as Exhibit C. 3. The City of Tukwila shall provide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 day, the Owners shall allow the City of Tukwila to enter for the sole purpose of inspecting the BMPs. In lieu of inspection by the City, the Owners may elect to engage a licensed Civil Engineer registered in the State of Washington who has expertise in drainage to inspect the BMPs and provide a written report describing their condition. If the Engineer option is chosen, the Owners shall provide written notice to the City of Tukwila within fifteen days of receiving the City's Notice of Inspection. Within 30 days of giving this notice, the Owners, or the Engineer on behalf of the Owners, shall provide the Engineer's Report to the City. If the report is not provided in a timely manner as specified above, the City may inspect the BMPs without further notice. 4. If the City of Tukwila determines from its inspection, or from an Engineer's Report provided in accordance with the above Paragraph 3, that maintenance, repair, restoration, and/or mitigation work is required for the BMPs, the City shall notify the Owners of the specific maintenance, repair, restoration and/or mitigation work required. The City sh: !I also set a reasonable deadline for completing the work or providing an Engineer's Report that verifies completion of the work. After the deadline has passed, the Owners shall allow the City access to re -inspect the BMPs unless an Engineer's Report has been provided verifying completion of the work. If the work is not completed properly within the time frame set by the City, the City may initiate an enforcement action. 5. Apart from performing routine landscape maintenance, the Owners are hereby required to obtain written approval from the City before performing any alterations or modification to the BMPs. 6. Any notice or approval required to be given by one party to the other under provisions of the Declaration of Covenant shall be effective upon personal delivery to the other party, or after three days from the date that the notice or approval is mailed with the delivery confirmation to the current address on record with each Party. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to promote the efficient and effective management of surface water drainage on the Property, and it shall inure to the benefit of all the citizens of the City of'Tukwila. 8. This Declaration of Covenant may be terminated by the execution of a written agreement by the Owners and the City of Tukwila that is recorded by King County in its real property records. IN WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this day of Ai l.- , 20 I-4 GRANTOR, owner of the Property GRANTOR, owner of the Pr STATE OF WASHINGTON ) COUNTY OF KING )ss. • On this day pernonaliy aneared before me: 6` `vnJ-2' i 7Pz5h S 9')0t-"-+ to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this / day of * , 202e • kl- it �� P e- / Printed name Notary Public in and for the State of Washington, residing at M--- My appointment expires 4/) 4 EXHIBIT "A" PROPERTY LEGAL DESCRIPTION THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME :11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN NON --EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OF THE EAST 95 FEET OF 'LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. EXHIBIT "B" SITE DRAINAGE PLAN ACCESS DRIVEWAY INFILTRATION TRENCH WITH CATCH BASINS existing wood fence S89'56'07"E 155.00' 0080,00'.. o 5• BSI3.L . 5' BSBL �80.00 _— S89'56'07"E existing wood fence. OL N 0 • 0 N O m 0 • 0 75.00 20.3' I c oye L L 5.9_ LOT--�—�I 6.750 sf t' 75.00' i 155.00' L —New Private 15' easement ) for Sanitary Sewer 'p r Existing House #2916 VJ ��' •' 091°,0 1 11 15.9 EXHIBIT "C" INFILTRATION TRENCH CATCH BASIN MAINTENANCE • INSTRUCTIONS FOR USE OF MAINTENANCE CHECKLISTS The following pages contain maintenance needs. for most of the components that are part of your drainage systern, 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. REQUIRED ACTIONS: 'The following actions shall be taken to ensure that pollution generated on site shall be minimized: 1. Warning signs (e. , "Dump g. 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. ATTACHMENT "A" Maintenance Checklist for Control Structure/Flow Restrictor (Structure that controls rate at which water exits facility) Frequency •V / S Drainage Feature ' / Problem Conditions To Check For Candibons That Should Fist M • Structure Trash & debris (ma/des sedirneri) • Distance between debris buildup and bottom of orifice plate is less than 1-12 feet • AA trash and debris removed. A . Strustu ar damage • Structures are not securely attached to manhole wail and outlet pipe structure should support at least 1,000 pounds of up or down pressure. Structure securely attached to wall and outlet pipe. A Structure is not in upright position (allow up to 10% from plumb). Stricture in correct 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 worts as designed. M My holes —other than designed holes —in the structure, Structure has no toles other than designed toles. M,S . Cleaout gig Damaged or • Cleanout gate is not watertight or is missing. Gate is watertight and water as designed. A Gate cannot be mowed up and downby one maintenance pe sari. Gate moves up and down easel and is watertight M,S Chain leading to gate is missing or damaged. Chain is in place and wads as designed. A •. Gate is rusted over 50% of its surface area. Gate is repaired or replaced to meet design standards. M,S ^ • Obstructions Any trash, debris, segment, or vegetation blocking the plate. • • Plate is free of all obstructions and works as designed. M,S Overflow Obstrtciions My bash or debds blocking (or ltaringthe Potential of blot:M(0 ?e overflow Igoe. Pipe is tree of alt obstructions and worts: es desioned. f you are unsure whether a problem exists, please contact a Professional Engineer. Comments: rer%NY SAS/A/ .ea A Kev: A=Annual (March or April preferred) M=Monthly (See schedule) S=After major storms (use 1-inch in 24 hours as a guideline) ATTACHMENT "A" Maintenance Checklist for Catch Basins and Inlets Frequency • Drainage System Feature / Y Problem Conditions To Cheek For Conditions That Should Exist 'M.S. General Trash, debris, and sediment se in or on Trash or debris in front of the batch basin opening is blocldng capacity by more than No trash or debris bated irnmed aatety front of catch basin opening. Grate is kept clean and allows water to enter. Sediment or debris an the basin) that exceeds 1/3 the depth from the bottorh of basin to invert of the lowest pipe into or out of the basin. No sed'anent or debris in the catch basin Catch basin is dug out and clean. • Trash or debris In any Inlet or pipe blocking more than 1/3 of its height Inlet and outlet pipes free of trash or debris. Structural damage to frame and/or ton stab Comer of frame extends more than 3/4 inch past curb face into the street (f sopa:able).• Frame Is even with curb. • Top stab has holes larger than 2 square inches of cracks wider than 1/4 Itch (intent b to make sure at material is • running into tux basin). Top stab is free of holes and cracla. Frame not kitting flush en top slab. i.e., separation of more than 3/4 inch of the frame from the top slab. Frame is sitting flush on top slab. • Cracks in basin walls/bottom • Cracks wider than 12 inch and longer • than feet, any evidence of soil pantiles entering catch basin through cracks, or . maintenance person judges that structure is unsound. Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. Cracks wider than 12 Itch and longer • than 1 foot at the joint of any Wet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No tracts more than 1/4 inch wide at the Joint of inlet/outlet pipe. Contact a professional engineer for evaluation. Settlement/ misalignment • Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Contact a professional engineer for erraluation. Fre hazard or other pollution Presence of chemicals such es natural gas, oil, and gasoline. Obnoxious color, odor, or sludge noted. No color, odor„ or sludge. Basin is dug out and clean. MS Outlet pipe is clogged with Vegetation or roots growing in ir0et/outlet pipe joints that is more than sic inches tall and lass than she inches smart. No vegetation orroot growth present If you are unsure whether a problem exists, please contact a Professional Engineer. Comments: 251y: A=Annual (March or April preferred) M=Monthly (see schedule) S=After major StorTns (use 1-inch in 24 hours as a guideline) RECEIVED APR 22 2616 Community Development 20160420000571 JOHAL KARNAIL EAS -momPAGE-001 OF 007 04/20/201S 11:19 KING COUNTY, WA Return Address: Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 206-571-8794 Document Title: Private Access, Utilities and Emergency Turnaround Easement and Mutual Maintenance Agreement Grantors: SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS Grantees: SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS Legal Description: A PORTION OF THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. Reference Number: N/A Tax ID Numbers: 734660-0128 PRIVATE ACCESS, UTILITIES AND EMERGENCY TURNAROUND EASEMENT AND MUTUAL MAINTENANCE AGREEMENT THIS PRIVATE ACCESS, UTILITIES AND EMERGENCY TURNAROUND EASEMENT AND MUTUAL MAINTENANCE AGREEMENT is entered into by and between SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS, "Grantor", having ownership in properties described as follows: THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, 1N KING COUNTY, WASHINGTON. Together with SARANJEEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS, "Grantee", having ownership in properties described as follows: Page 1 of 7 It..4 x iSE TAX :NOT R QUIRED THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. The Private Access, Utilities and Emergency Turnaround Easement shown over and across portions of the above parcel as described in Exhibit "A" is established for the benefit of the owner(s) of the above referenced Parcel. The cost of maintenance, repairs or reconstruction of that portion of the road used in common shall be borne in' equal shares, and when necessary to repair, clean or reconstruct the road, the property owner (to whom the easement benefits) shall have a right of entry for that purpose. The Private Access, Utilities and Emergency Turnaround Easement shall remain open and unobstructed at all times for emergency and public service vehicles, and shall be posted and marked "Fire Lane - No Parking" per City of Tukwila Standards. The covenants herein shall run with the land and shall forever be binding upon all Parties, their heirs, successors and assigns. It is the intent of the Grantor that this agreement shall not be extinguished by the Doctrine of Merger. Date this 4q day of 7 ! , 2016. GRANTOR $rni)&1. g� SARANJEET SINGH SHA INI STATE OF WASHINGTON ) SS. COUNTY OF KING I certified that I know or have satisfactory evidence that SARANJEET SINGH SHAGLAINI is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to b her free and voluntary act for the uses and purposes mentioned in the instrumen g( J. D!J/y hi DATED this % / day of s _ 41rr„OF Illi�� P5�``" , 2016 NOTARY PU' C(and for the State of Washington, 'esiding at My Appointment expires /,�/ %e9 Page 3 of 7 Date this / l day of / L , 2016. GRANTOR KARNAIL S. JOHAL STATE OF WASHINGTON ) ) SS. COUNTY OF KING ) I certified that I know or have satisfactory evidence that KARNAIL S. JOHAL is the person who appeared before me and said person acknowledged that he signed this instrument and acknowledged it to be/6 er free and voluntary act for the uses and purposes mentioned in the instrument. DATED this / 9 day of rt / , 2016 NOTARY PUnd for the State oqf Washington, residing at-...:�r1 1. My Appointment expires /'�/�% �, %/ t Page 4 of 7 EXHIBIT "A" LEGAL DESCRIPTION — ACCESS, UTILITIES AND EMERGENCY TURNAROUND EASEMENT THAT PORTION OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN -BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL: THENCE NORTH 89'56'07" WEST, ALONG THE SOUTH LINE OF SAID PARCEL, 75.00 FEET TO THE `TRUE POINT OF BEGINNING; THENCE NORTH 00'15'28" WEST 2.49 FEET; THENCE NORTH 32'36'03 EAST 21.03 FEET; THENCE. SOUTH 89'50'38" EAST 4.48 FEET; THENCE NORTH 00'09'22a' EAST 28.43 FEET; THENCE NORTH 89'49'06" WEST 6.10 FEET; THENCE NORTH 00'15'28" WEST 41.35 FEET TO THE NORTH LINE OF SAID PARCEL; THENCE. NORTH 89'56'07 WEST, ALONG SAID NORTH LINE, 20.00 FEET; THENCE SOUTH 00'15'28" EAST 56.56 FEET; THENCE SOUTH 22'53'31" WEST 25.43 FEET; THENCE SOUTH 0015'26" EAST 10.00 FEET TO THE SOUTH LINE OF SAID PARCEL; THENCE SOUTH 89'56'07" EAST, ALONG SAID SOUTH LINE, 20.00 FEET TO THE TRUE POINT OF BEGINNING. Page 5 of 7 EXHIBIT "A" (CONTINUED) LEGAL DESCRIPTION ACCESS, UTILITIES AND EMERGENCY TURNAROUND EASEMENT MAP G) N .n Ew v coN tog Q. w d c zL, y�O w. 0 Od' cv w Pb coo iri coo co,- 0 0 c' N 0 0 0 0+ c N 0 S00'15'28'E 90.00' NEW LOT LINE 20' BSBL PRIVATE EASEMENT FOR ACCESS, UTILITIES AND EMERGENCY TURNAROUND 3' x 6' Sewer Easement KC Rec. No. 5813825 • /PP 4-0 a� E 0 0 • L. � 3 la 0 O . 0 o c 0 av� dw z 0 U c N 0 0 0 4. 0+ c 0 Page 6 of 7 EXHIBIT "A" (CONTINUED) LEGAL DESCRIPTION - ACCESS, UTILITIES AND EMERGENCY TURNAROUND EASEMENT MAP N89'56'07"W �20s0'�� cn 0 o cn ;0 N� rri LOT 1 71/ S89'50'38"E Now 9 ^,4�8 N NCI rn o � 0015'28"W rn �� 20.00'4.7 ��_ 2 49' 75.00' DETAIL: N89'56'07"W PRIVATE EASEMENT FOR ACCESS, - UTILITIES AND EMERGENCY TURNAROUND W E 5 SCALE: 1" = 20' I - ItIo O uiItOi N89;490'06"W J6.1 • \w fV d O INO Z LOT 2 pi =30,1 Page 7 of 7 on this _12th day of _April 2016 eitgofgamma Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: Notice of Application X Notice of Decision - Preliminary Approval 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 K.C. ASSESSOR'S OFFICE ACCOUNTING DIVISION 500 4TH AVE - RM 709A SEATTLE, WA 98104 Project Name: PL16-0012 Project Number: L]L6-0014 Associated File Number (s): Mailing requested by: Moira Bradshaw Mailer's signature: t/ex‘ O� City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director Notice of Decision April 7, 2016 Bruce McVeigh, PE 14245 59 Avenue S. Tukwila, WA 98188 RE: Short Plat L16-0014 Tax Parcel: 7346600128 Dear Mr. MacVeigh: The Short Subdivision Committee has completed review of your short plat application (No. L16- 0014), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per the Permit Application Types and Procedures Chapter of the Zoning Code (TMC 18.104.170.) Based on the project submittal, preliminary approval is granted subject to the conditions stated below. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed in the in the Tukwila Subdivision Code. (TMC 17.12.020 C.) Preliminary Approval Conditions 1) Revise the Short Plat as follows: a) Label the assigned addresses as follows on sheet 2 of 2: i. Lot 1-2914 S 135 Street ii. Lot 2 - 2916 S 135 Street b) Add a "Note" to the Private Access, Drainage, Utilities and Emergency Turnaround Easement. SAMPLE for Information only - This short plat contains an easement for access; utilities, such as drainage, sanitary sewer, water, electricity, cable; and an emergency turnaround for the benefit of the owners of lots 1 and 2 of this short plat. Ownership of said lots 1 and 2 within this short plat includes an equal and undivided responsibility for the maintenance of said easement and the construction, maintenance, repair, and replacement of improvements contained therein." c) You may remove the word "drainage" from the above label as "utilities" includes that function and would potentially confuse property owners as the access and utility easement leading to the property does not spell out "drainage." d) Add a note indicating: "New residential homes shall be equipped with a fire sprinkler system." e) Add note that the owner of lot 1 shall obtain a separate sanitary sewer permit from Valley View Water District. i✓ f) Label and correct the "required building setback" so that the south is 20 feet the east and west are 5 feet and the north is 10 feet. Jg) Add recording number for the proposed private easement for sanitary sewer after confirmation that there is adequate legal connection to public right of way. (see 3 below) h) Remove or label the dashed lines adjacent to the proposed new private easement for access and utilities. II) Label the square footage shown as "proposed new lot size" ? 2) Submit the attached Traffic Concurrency Test Application to Public Works and pay the $300.00 application fee. 3) Provide a copy of the private sewer easement that will be used to connect the proposed new sewer easement to the public right of way thereby verifing that the new easement has a legal connection. Informational Items that will apply to future construction permits: 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 - enclosed. 2. Fire Sprinkler system shall be installed in new single family dwellings. Ensure the water supply line and water meter are sized to accommodate the required residential fire sprinkler systems water flow demand. 3. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses for fire ladder access, please contact the Tukwila Fire Marshal's office at (206) 971-8719. 4. Tree Retention - Every reasonable effort shall be made to preserve existing trees and vegetation and integrate them into home's design (TMC 17.20.030.A.2) 5. All utilities including power are required to be underground per the Tukwila Municipal Code. 6. Provide a copy of the recorded document with King County Assessor parcel numbers to the Fire Marshal's Office once it is completed. NEXT STEPS: 1. Construction permits: Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) Type 'C' permit. For utilities provided by other entities, contact the individual providers. 2. Final Approval: Submit documents for final approval. After installing the required site improvements and complying with the conditions of approval submit the necessary short plat documents (survey, legal descriptions, and other required paper work) for city signatures. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. 3. Recording: The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4-6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand -delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. EXPIRATION OF PRELIMINARY APPROVAL The final approved short plat must be filed with the King County Department of Records within one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. APPEAL RIGHTS 'k''w'r This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision. The requirements for such appeals are set forth in the Appeal Process Chapter of the Tukwila Municipal Code (TMC18.116.) 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. Astatement identifyingthe decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If you have any questions about this matter please direct them to the project planner, Minnie Dhaliwal. She can be reached by phone at 206-431-3685. Sincerely, ck Pace Chair, Short Subdivision Committee Copy: Bob Giberson, Public orks Director ler (please initial your approval) Chris Flores, Fire Chief SCR (please initial your approval) Saranjeet Singh Shaglaini, owner Karnail S. Johal, owner King County Assessor, Accounting Division MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Moira Bradshaw, Senior Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer david.mcpherson@tukwilawa.gov DATE: April 1, 2016 Dicthel SUBJECT: Sarnajeet Singh — 2 Lot Short Plat at 2916 S. 135th Street TL no. 734660-0128 Short Plat, and Miscellaneous Comments C Short Plat - L15-0�13 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 — L16-0014. (See enclosed.) 2. Verify if Private Access, Drainage, Utilities and Emergency Turnaround Easement pages are duplicated. This easement shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 3. Should add the following language to the Private Access, Drainage, Utilities and Emergency Turnaround Easement. "It is the intent of the Grantor that this agreement shall not be extinguished by the doctrine of merger". Short Plat Survey Map 1. Provide a Private Access, Drainage, Utilities and Emergency Turnaround Easement NOTE on the short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND FOR THE BENEFIT OF THE OWNERS OF LOTS 1 AND 2 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1 AND 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. Page 1 of 2 Short Plat Site Development Plan Public Works has no comments. Miscellaneous Comments 1. Transportation Impact Fee applies to the future Building Permit. See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 2. This Short Plat is within the Cascade View Elementary (Walk to School Route Options) area. The nearest sidewalk to the site is located at the intersection of S. 135th Street & 32nd Ave. South. Public Works is not requiring a sidewalk along S. 135th Street as part of this 2 Lot Short Plat. Public Works will work with the Department of Community Development (Planning Division) to improve short plat regulations and procedures; that include provisions for considering sidewalks and other planning features that assure safe walking conditions for students who walk to and from school. (Ref. RCW 58.17.060) Page 2 of 2 0400 TO: IE City of Tukwila Department of Community Development File Number L16-0014 LAND USE PERMIT ROUTING FORM Building Planning Public Works Fire Dept. Police Dept. In Parks/Rec Project: Sarnajeet Singh Short Plat KCLIJVED Address: 2916 S. 135 street MAR Date transmitted: 3/18/16 Response requested by: 4/1/16 18 2016 Staff coordinator: Moira Date response received: TUKWILA PUBLIC WORKS REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) SEE 'Pub w.,2 k s CC044114 rS ipf Plan check date: Comments Update date: prepared by: 0400 City of Tukwila Department of Community Development File Number L16-0014 LAND USE PERMIT ROUTING FORM TO: 4❑l Building Planning Public Works 0 Fire Dept. Police Dept. Parks/Rec Project: Sarnajeet Singh Short Plat Address: 2916 S. 135 street Date transmitted: 3/18/16 Response requested by: 4/1/16 Staff coordinator: Moira Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: 2,-T—/� Comments Update date: prepareddby: ,,71ii, 0400 TO: EI City of Tukwila Department of Community Development File Number L16-0014 LAND USE PERMIT ROUTING FORM Building Planning UI Public Works Fire Dept. Police Dept. Parks/Rec Project: Sarnajeet Singh Short Plat Address: 2916 S. 135 street Date transmitted: 3/18/16 Response requested by: 4/1/16 Staff coordinator: Moira Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted devellopment regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) None_ crC> ✓►-) Plan check date: /I Comments /, P Update date: / (D prepared by: ( i rirn G1K-) :Return Address: Uriioi:Bank of California, N.A., as Tru§tee.for the Donald F. Minns Trust Johns Monroe Mitsunaga PLLC ATTN-Michael Monroe — 1141h Ste. 110 Bellevue, WA 5004 4 11111 001111 111 11111 ;.070206001.109 CHICI.RAMITLE EAS 37,00 PAGE001.0F 005 02/05/2007 13:25 A(ING COUNTY, WA . . AUDITORIRECORDER'S INDEXING F.0110 11 . . ' ..:... Document Title(s): Access and UtilitleiEasement .: ' :.:;,. : Cfiat • 1.1-tbEI Reference Number(s) of Documents assigned CirrOeaSed: i N/A Grantor($ Union Bank of California (formerly The Rank of California,A.)'as.Trustee fir the cbn0 F. Mims ,.. Trust I 1.::*Additi6nal.:0ameS on page of document. Grantee(sl I .:.karn4i1 Johal • .:•'. :.:.2 SarOnje9t.,Singh Shaglani ,::::.:....: .. I Actditicitial names on page '':. of document. Legal Descript!pii: .:::.'Ptn...liilt 1, l31k. 4, Riverton Acre Tracts, per Plat Rec. in Vol. l l of Plats, pg. 100, King (abfirevi.i.40) :.: County, WA ..• ---"'...,. Pi Additional legal iS.quingei 2,3 :: of document. ( /9 pri1/4) or tor a dy vii eiba ...... i / / _. Assessor's Property Tax,,r,rcai*courii Number; ..: *6000115 ACCESS an.flpTILITIES EASEIVIENT.AqREEMENT THIS ACCESS AND UTILITIES EASEMENT.SAGREEMENt.-("Easement Agreement") is entered into and granted this ig day of..da17614.Le*/•,:2007, by and between Union Bank of California, N.A. (formerly, The Bank of California, N.A ),.as Trustee of the Donald F. Minns Trust ("Grantor"), and Karnali Johal; a married man as his separate estate and Saranjeet Singh Shaglani, a married man as his separate estate (collectively "Grantee"). . • • REPRESENTATIONS A. Grantor owns the following real property located in King Couniy, Washington, the legal Page 1 of 5 . . . . . . . . deseription of which is: LQI 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING :' 'COUNTY WASHINGTON; . . .TOGETHER WITH VACATED PORTION OF OLD MILITARY ROAD LYING EASTERLY OF EAST MAROIN OF COUNTY ROAD NO. 1455 ADJOINING SAID PREMISES ON THE wEst SITtJATE IN KING COLTITY, WASHINGTON. ,•.• (Hereafter -referred to as "Grantor's :Parcel"). B. Kamail Johal and Saranjeet Siligh:Shaglani :are the .:OWners of the following real property located in King County, Washington, the legal description of which is: THE EAST 155 FEET OF THE SOUTH'.90 FEET OF LOT 2.,..BLOCK 4, RIVERTON ACRE TRACTS, AS PER PLAT RECOILED IN VOLUME 11 Of PLATS,, ?AGE 100, IN..KING COUNTY, WASHINGTON; ... , 1,•,,..•• 1 SITUATE IN KING COUNTY, WA. . . • (Hereafter referred to as "Grantee's Parcel"). C. Grantor iiiitiallY•owned Grantee's Parcel, and as part of the:term§ of .the purchase and sale agreeinent, with Grantee the Grantor agreed to provide a certain easement for access and titiitiOes to Grantee's.Pareel, the terms of which are set forth more fully bel6W. . . . . . NOW, THEREFORE, n consideration of the covenants and agreements as hereinafter set forth and other good and valuable consideration, the sufficiency of which is hereby acknowledged, the:Granforand,tranteeSagree as follows:: . . . . . 1. Grant of Easement; Grantor does hereby grant, for the benefit of the Grantee's Parcel, a perpetual, nonexclusive eaSement. for accets and for utility purposes over, under, across and through a portion of the area of Grantor's Parcel legally destiibed as follows: THAT PORTION OF LOT 1, BLOCK 4,:RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,, PAGE 100, IN KING COUNTY WASHINGTON, TOGETHER WITH VACATED PORTION OF OLD MILITARY ROAD LYING EASTERLY OF EAST tv1AWIN OF COUNTY ROAD NO. 1455 ADJOINING SAID PREMISES Or TOE NEST, AND AS DESCRIBED AS FOLLOWS: Page 2 of 5 THE WEST 20.00 FEET OF THE EAST 95.00 FEET OF SAID LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. ;:-..SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. Hereafter the area describectin this Sections 1 is referred to as the "Easement Area"). 2 Use of Easement Area. This nonexclusive easement shall include all rights in the Easement Area as may be:reasoriab4; necessary for vehicular and pedestrian ingress, egress and access to serve Grantee's Parcel, as.Wel1;::as for the installation, repair and maintenance of any utilitieS''to.servetralitee',S Parcel The use the Easement Area shall be for the benefit of Grantee's Parcel, or any new lota which may be created and located within the boundaries of Grantee's Parcel, but *whine may not otherwise heintensified to include or provide access or utilities to serve any additional Iot or parcels outside the present boundaries of Grantee's Parcel. . . 3. Grantor's Reservation of Rights. „Grantor reserves the right toalso use the Easement Area so long as such use does not materially interfere withthe prirnary purpose of thia easement.by Grantee for the uses described in Section2.,.Grantor.alsgreseres the right to relocate the Easement Area and any then -existing access road improvements* utilities within the Easement,Area; at Grantor's sole expense and in Grantor' &"sole discretion, t any time so long as (4 the substitute easement area is functionally equivalent. to the subject Easement Area; (ii),Grantee is provided with plans concerning the proposed relocation at least sixty (60) days prior to the commencement of any relocation; (iii) the neW•acceSs road and new utilities proposed to be relbeated.are comparable with Grantee's then-existing:rOad-andinility improvements located within:the Easement Area; (iv) Grantor is responsible for and does obtain all permits associated with relocating the Easement Area; (v) Grantor is responsible for recording.the new easement as maybe ;consistent with the relocation work and the terms of this Easement Agreement; and (vi) Grantee shall reasonably cooperate with Grantor concerning any relocation of the EasehientArea,.ifiCluding the effective termination of the original easement as may be consistent with he telocition'w*ancthe terms of this Easement Agreement. • 4. Grantee's Obligations. Prior :to or on the date Grantee begins any construction or development of Grantee's 'Parcel/Grantee shall, at ;Grantee's sole expense, commence construction of a reasonably attractive, good quality:6-foal high cedar fence which will be located along the eastern boundary of the Easement Area,:atartingat 13,5th Street and ending at the southern boundary of Grantee's Parcel. The purpose of this fence is to provide reasonable screening of the Easement Area to benefit Grantor's existing residence located on Grantor's Parcel. The construction of this fence will bediligentI.Y proseauted to completion, shall become the property of Grantor; and shall be maintained by Grantee for a ppio4 of 1 year following its completion. Grantee shall reasonably cooperate with Grantor in the event of Grantor's relocation of the Easement Area as set forth inj Section 3 of thit,:tasernerit: Agreement. Grantee shall also reasonably maintain the Easement Area and any IMProvements installed by Grantee therein. Page 3 of 5 ' 5Duration, Successors and Assigns. The easement and covenants contained herein shall be perpetual in duration. All terms and conditions provided herein shall run with the land and infire. 'to the benefit of, and be binding upon, the successors, assigns, personal representatives or heirs of the parties herein. • 6. Indeinnity. Grantee, thensuccessors and assigns, hereby agree to indemnify and hold Grantor (*hiding -its Trustor; Trustee and Beneficiary), its successors and assigns harmless from any loss, etainiStor daniage, ineluding'attomey's fees and costs, which occurs as the result of the exercise rights'':pursuntto this Easement, provided that, Grantor shall not be indemnified. or held harmless for any loss, olaun or damage to the extent of Grantor's own negligence. 7. ModlficatLon Tlus Easement may not be modified except by a written agreement, executed by the parties and recorded with the Icing County Department of Records. The failure to require performance of any provision of this Easement shall not limit a party's right to subsequently enforce the proVisiOn.: Waiver of any breach of any provision shall not be a waiver of any succeeding breach or waiver of any other provision of this Easement. • ..•"•:„. •::, 8. Enforcement The terms of this Easement may be enforced by obtaining acotirt decree specifically enforcing its terms. In the event of a lawsuit ;in connection with enforcement of this Easement, theprevailing party shall be entitled to aniaward of reasonable attorneys' fees and costs, including fees and costs on any appeal. IN WITNESS WHEREOF, the parties have caused thiS'Access,and Utilities Easement Agreement to be.,exectitedon the date indicated above. GRANTOR Union Bank of California, NA: (formerly The Bank of California, NIA.) as Trustee for the Donald By: kif/jv (Name) 814ARmm .H Its: VICE PRESIDENT GRANTEE: • Karnail Johal . . By: .:G13..AN*E e) ,.. t Its: : Saranjeet Singh Shagl : • Page 4 of 5 • ALL.PURPOSE ACKNOWLEDGMENT : . : State,of California SS. Obtinty of San Francisco :.• •••• • On: Januaty.23,.2007h4oreiTie, Stephanie Santiago, Notary Public . . • •.: ,.. .. .. ate O':.• :• -:' • . . . .• „ Name and Title of Officer (e.g.. 'Jane Doe. Notary Public" . . . .• . .. . ........ Orscihally appeared :•2 ,,-..f Sharman NogueN and Brian T. Mullins ..:..„.....-... :: :::. ,:-.• - ...,:.• .,:::' ..::,,,,,.... ,.,,, .,..-::,,. Name(s) of Signer(s) '::...... personally known to me . . .. ., .. .. • ... :. •• .:. in.:...proved to me on the basis of satisfactory . ..., . . .- . . . • . vidence . .. . : . . • . . • „ . :... .. tc):,•be the person(s)'phose name(s) is' :Subscribed-. to the Within instrument an . : . .... „. acknoirledged to me that J7r6is xecuted the s6rriel: authorized cOpacity(ieg" and that sy Ars/ signature(s) on the instrument the persop \ the entity upon :behalf:of which the person(s) acted executed the..instrurnOnt. WITN S.n3Y hand id*Official sea Place Notary Seal Above . . • OPTIONAL • . .• Though the intO rmation-below iS not required by law, it may prove valuable to persons relying the document and could prevent fraudulentremoval and reattachment of this form to another document. !:1 Description'. of Attached Document Titie or Type cif Document: *ccess, .and' Utilities Easement Agreement • Document Date: • --January' 23, 2007- Number of Pages: 4 •s- • Signer(s) Other Than Named Abov'e: . .:'NoOther signers. !g Capacity(ies) Claimed by Signer Signer's Name: 0 individual p, 0 Corporate Officer — Title(s): 0 Partner —0 Limited 0 General g 0 Attomey in Fact 4 Trustee 0 Guardian or Conservator 6.,'. 0 Other: ,,,,,•,-. ie5 Signer Is Representing: c, Union Bank of California, N.A. .-:.-. !..P4 :/,,,,,:i..,,,<.:-..-<. , _ , ...-.A.,,,:. .F.K:N.,..., ...A; ......::-,‘..7=c,,,,,,-..-,,,..-v.,,ev..,,,:cf, ,,....,.....4., :,,.f.., ...,..,,,,:,,,,.-”.",.,.#(.::-.<7.,..<. :;<.;,.-..-...-.4 vc.,:,...-A.v.,...x..4. ... 'It', ,_/..,., -4., ,...,.,•ce.:,..? c 1999 National Notary Association • 9350 De sato Ave., P.O. Box 2402 -Chatsworth, CA 91313-244M 4 www.nationalnaluy.040 Prod. M. 5907 Reorder:. .ttati ree 14-87434527 ''':•.': . , :•:.„ .,:. RIGHT THUMBPRINT OF SIGNER Top of thumb here •\ . . . . StATE.OF OUNTY Of ertify that /1—kri9w or ..ve have signed this execute the instrument and ::ateIcnowli the free and voluntary at ,df s STATE OF;WASFiINGTON ) ) ss. coONTy oFjurib satisfactor idence that and m- • and on oath stated that they are authorized to as the Trustee of the Donald F. Minns Trust, to be s and purposes mentioned in this instrument. (Print Name) Notary:Public ....„ . Residing at • My appointment expire I.hereby certify thatI,ktiow or have satisfactory evidence that Kamail..J9haf and Saranjeet Singh 5haglani,are the ,,Persons who appeared before me, and acknowledge that they signed this iiistrtunent, on oath stated;:thatjhey were authorized to execute the instrument and acknowledged it as their free and :voluntary act:for,theuses and p oses mentioned in this instrument. DATED', t, • NotarY.Seal .„..„,.., r ,,,,„,i;„ ,..,,,, A ' . s,..-..-.1"41.A, rr-All,a.kg.•. 4.... . ,,iCit'.fVii'Y STATfi. OF INASPi Ne ION • eaviilz?,if5SIC,Iis...i .!..XP;Iii.;.'S 2, 7'9,7,7V :•Notary rtib4.c :Residing at:: •. My appointment expires: `.1".1 Page 5 of 5 (Print Name) •-• • • ...... SARANJEET SINGH SHORT PLAT CITY OF TUKWILA FILE NO. L City of Tukwlle DepknmeM of Community Development 6300 Southcenter Boulevard, TuMMla, WA 06166 T.Iphows (206) 4314670 FAX (206) 4314603 Ewell; tukp4ntl(ukwile.we.ae TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee end Examined and approved this _ day of _, 20__ hereby certified for fling this day of , 20 DECLARATION Know all men by these present that we, the undersigned, owner(s) In fee simple of the land herein described do hereby make a short subdivlalon thereof pursuant to RCW 58.17.060 and acknowledge thot said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the fling of a find plat. The undersigned further declare this short plot to be the graphic representation of sold short subdivision and the same le mode with the free consent and In accordance with the desire of the owner('). IN WITNESS WHEREOF we set our hands and seals. Saran)eet Singh Shoglafnl Kamail 5. Johal STATE OF ) SS COUNTY OF __ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES IAND PURPOSES MENTIONED IN THENSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBUC TITLE MY APPOINTMENT EXPIRES APPROVALS K610 COUNTY FINANCE DIVISION I certify that WI property tease era paid and that a deposit hes been made In suMnlent amount to pay the taxes for tin following year; that then an no delinquent special assessments aertlMd to this colas for collection; end that all 'pedal assessments on any of the property Wahl dedicated as streets, alleys, or for other public use are paid In full, This day of . 20 King County Tnuunr Deputy King County Treasurer Chairperson, Short Subdivision Committee A Deputy Manor Account Number 7346600120 RECORDING NO. VOL./PAGE PORTION OF _SE _1/4 of _NE_1/4, S._16 _ T. 23 N., R. 4 _E., W.M. EXISTING LEGAL DESCRIPTION THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN NON—EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE NEST 20 FEET OF THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS LOT 1 THE WEST 80.00 FEET OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN NON—EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OF THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AND SUBJECT TO A PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER SUBJECT TO A SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 5813825; TOGETHER WITH A PRIVATE SEWER EASEMENT RECORDED UNDER KING COUNTY NUMBER LOT 2 THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 80.00 FEET THEREOF; TOGETHER WITH AN NON—EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OF THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AND SUBJECT TO A PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTLITES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER SUBJECT TO A SEWER EASEMENT RECORDEO UNDER KING COUNTY RECORDING NUMBER 5836492; SUBJECT TO A PRIVATE SEWER EASEMENT RECORDED UNDER KING COUNTY NUMBER NEW PRIVATE 15' SANITARY SEWER EASEMENT KING COUNTY RECORDING NO. THE SOUTH 15 FEET THE EAST 75 FEET AND THE EAST 15 FEET OF THE SOUTH 60 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASTHINGTON; EASEMENT AND RESTRICTIONS (REFERENCE PLAT CERTIFICATE FOR NEXTTLE ORDER NO. NXWA-0214271, DATED FEBRUARY 9, 2015 AT 8:00 AM) 1. Easement for Sewer Line under Recording No. 5813825. 2. Easement for Sanitary Sewer Line, under Recording No. 5836492. 3. Access and Utilities Easement Agreement under Recording No. 20070206001109. 4. Matters set forth by survey under Recording No. 20050826900007. SURVEY NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tope. Traverse methods used In performing this survey meets or exceeds the standards contained In WAC 332-130-090. 2. This survey hoe been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. BASIS OF BEARING BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE EAST 1/4 OF SECTION 16, T23N, R4E, W.M. AND THE NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS SHOWN ALSO ON KING COUNTY RECORD OF SURVEY 20050826900007. REFERENCES Plot of Riverton Acre Tracts, Vol. 11/100 RECORD OF SURVEY 20050826900007 CITY OF TUKWILA SHORT PLAT L11-035 ROS 31/195, ROS 90/58, ROS 162/119, ROS 106/171, ROS 136/22, ROS 121/26 EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER THAT PORTON OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL THENCE NORTH 89'56'07" WEST, ALONG THE SOUTH UNE OF SAID PARCEL, 75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0095'28' WEST 2.49 FEET; THENCE NORTH 32'36'03 EAST 21.03 FEET; THENCE SOUTH 89'50'38" EAST 4.48 FEET; THENCE NORTH 00'09'22" EAST 28.43 FEET; THENCE NORTH 89'49'06" WEST 6.10 FEET; THENCE NORTH 00'15'28" WEST 41.35 FEET TO THE NORTH LINE OF SAID PARCEL; THENCE NORTH 89'56'07 WEST, ALONG SAID NORTH 1 SOU'" FE; TH 3�, T 2 FEETHT; THENCE00'1528SOUEASTTH56.56 0095'26'ETEASTENCE 10.00 E OF SAID PARCEL; THENCE SOUTH 89'56'07" EAST, ALONG SAID SOUTH LINE, 20.00 FEET TO THE TRUE POINT OF BEGINNING. 1-1 Community Development VICINITY NOT TO SCALE RECORDER'S CERTIFICATE fined for record this doy of 20 at M In book of at page at the request of LAND SURVEYOR'S Rich$$cot�isste alldsrvveby the State of Washington, certify that this plat le based on on actual survey of the land described herein. conducted by me or under my supervision; that the distances, courses and ongles are shown thereon correctly, and that monuments other than those monuments approved for setting at o later date, haw been set and lot comers staked on the ground as depicted on the plat. SURVEY FOR: OWNER: SaronNst Singh Shaglaini Karnali S. Johol ADDRESS: 14208 4TH AVE S BURIEN, WA 98168 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Senhurst, Washington 98062 <206) 242-6621 EMAIL. SCHROETERSURVEYICDMCAST.NET DWI. BY LAW DATE 2/15/16 DATE FIELD 2/11/16 JOB NO. 658/8 PROJECT NO.16021SP Mgr. Supt. of Records CHKO. 8Y SHEET 1 pp 2 • SARANJEET SINGH SHORT PLAT CITY OF TUKWILA FILE NO. L City of Tukwila Department of Community Development 6300 SedMaentre BoulviN, Tukwila, WA 28166 Telephone (201) 43146T0 FAX (206) 4314685 BanNl: tukolantatWnellawa.ue 89'56'07"W 00' 14 U VtI W Iz ±I§ w±s -+ s SCALE: 1' w 20' N89'49'06"W Ia� S89'50'38" N g 4E� LOT 2 "ry 0075'28'W lti cE Eo CJ o U� 75.00' DETAIL: N89'56'07"W PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER NE comer Sec. 16, T23N, R4E, W. Found 3' brass disk in concrete in case (not visited this survey) So. 128th Street 1 FULL PARCEL AREA BEFORE SHORT PLAT = 13,950 sf ± existing wood fence S89'56'07'E 155.00 r Found brass tack in lead In concrete in core — 2/18/15 Found monument is 1.79' south of the Intersection of So. 135th Street. Monument is based on the based on the Plat of Riverton Acre Tracts, Vol. 11, page 100. So. S89'55'04'E 20.E 1.35th Street CONTROL NOT TO SCALE East 1/4 comer Sec. 16, T23N, R4E, W.M. Found 3' brass disk in concrete In ease 11/13/10 a80.00 a LOT 1 7,200 sf t 80 00- S89'56'07"E existing wood fence o —1bD 20.3' Existing House I r #2916 LOT 2 6,750 sf t 75,00' 4J 1—New Private 15' easement for Sanitary Sewer KC REC NO. 155,00 o k0 z0.? fly. e3Q3s i RECORDING NO. VOL./PAGE PORTION OF SE 1/4 of NE 1/4, S.16 T.23N., R.4E., W.M. +-- 15.6' Easement for Sanitary Sewer Line Recording No. 5836492. ni 3 ...)---New Private 15' easement for Sanitary Sewer KC REC NO. ex. fire hydrontZ( N89'55'11 "W So. 1.35th Street LEGEND ® Concrete Monument in Case X Tock in Lead or Nail k DIr' O Set rebar w/cop #23604 L x( Hydrant existing wood fence o —existing chain link fence GRAPHIC SCALE w w ( DI 22ST ) I lmb 20 ft. RECORDER'S CERTIFICATE Red for record this day of 20 at M In book of at page at the request of LAND SURVEYOR'S CERTIFICATE ❑ Ss 1, Richard L. Schroeter registered as a land surveyor by t% State of Washington, certify that this plot Is based on an a actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, how been set and lot comers staked on the ground as depicted on the plat. SURVEY FOR: OWNER: SaronAet Singh Shoglalni Karnak S. Johal ADDRESS: 14208 4TH AVE S BURIEN, WA 98168 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Scahurst, Washington 98062 <206) 242-6621 EMAIL. SCHROETERSURVEYICOMCAST.NET DWI. BY LAW DATE 2/15/16 DATE FIELD 2/11/16 J08 NO, 658/8 PROJECT Na16021SP Mgr. Supt. of Records NAMF rfp11Flf•ATF Nr1. CHKD. BY REVISED 3.2.16 SHEET 2 OF 2 0400 TO: City of Tukwila Department of Community Development File Number L16-0014 LAND USE PERMIT ROUTING FORM Building Planning Public Works Fire Dept. Iol ?olice Dept. Parks/Rec Project: Sarnajeet Singh Short Plat Address: 2916 S. 135 street Date transmitted: 3/18/16 Response requested by: 4/1/16 Staff coordinator: Moira Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments prepared by: Update date: w 6 0 RECORDING NO. DEPARTMENT OF ASSESSMENTS TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL SARANJEET SINGH SHORT PLAT • of i r i e O. ° rA • co 0 _ o ° CITY OF TUKWILA FILE o Examined and approved thle - day o cto«c Y N - r EKI my n U O rot; IHt O ~ C� P j i i o c o f ° € O« C L D i� O N� 9 � V U z O ti iafi °co.".Z QQ W poocc3a-gre ~ wg�Y`o€tW <p Z Y C I° O L L • Z<^ W« a o g§ g l t O m- g w cc-o° t° E w u i $¢ N W D ns 90 l. o yr 0 0 LL ����.€EQMM��Ulnow�/ VJ Q« NN C 6W mUlf Nx Account Number 7346600128 N ce. Wow y�1 J i 0 0 Z O o f WO W Z ▪ W > F ¢ O m yFyl J 1II._JI j 4 Z W 2 W 0..p. V 38 W w 4 sI 0 a¢ Yi a3 ¢ X0- F O O 0 2 N Z 1WI.� aS217J0060 1 <Q w#31 p=F-Z O m { N 0 Y j Y W W O p < t 0,r¢ (n Xaxw .OR WD 0,Z o oyz J • W O z 2< 0 0 K • ggl Saranjeet Singh Shoglalnl Karnali S. Johal 40 N SUBJECT TO A SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 5813825: TOGETHER NM A PRIVATE SEWER EASEMENT RECORDED UNDER KING COUNTY NUMBER z 0 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT U V < W 1< ¢ a< W m w 2 2 Z _^ Z W O m f 0 Q F a m W Ligs m Q r) N O N W p m VN M , C1.— IZ°O )6 W j W NF0 < Foz oz.I.yII z/mi, Nbo 0aa V m W W o--w- N~ mowz V N 2 4 w W 0 W N - 1� SS 2 0 N W m U 0o., w IW.. 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FULL PARCEL AREA BEFORE SHORT PLAT = 13,950 sf ± rexietlnq wood fence R.4E., W.M. 2.1 �44 «lV e, t 50015'28.E ,, " 90.00' NEW LOT UNE -PRIVATE EASEMENT FOR ACCESS, DRAINAGE, U11U11ES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER L 1 41 08 SOO-15'28'E 90.00' eOO N` Po#.40v R`4`_ 3' o 6' Sewer Easemen KC Rec. No. 5813825 w J 2 e 149.93' N0015'28'W NO015'28'W 149.90' 41 co 20 FOOT NON—EXCLUSIVE EASEMENT FOR ACCESS AND UTIUTIES PER KING COUNTY REC. NO. 20070206001109. N • s V 3 N O PO N0015'28'W zoo 41.35' LN 0 — J 3-ZZ,60.00N m ,£4"9Z _ i(f ni'+FO n £1 ZC 56.56' S0015'28'E - SZ S 10.00 0 S00'15'26- J z 149.90' NO0'15'28'W WEST UNE OF THE EAST 95 FOOT EXCEPTION O 099dJ' P• `ryOry 0 Z WO W w W W 0 W F z 8-8 M.yU n , Z W 0 z W C Z w-o W D UJ Q Q Q?Q Z WC'R» 0 D. 0 Z os •apt y PUZf' (SVON) 600oag ;o dco8 3,1R,Z£LON SVON ,99TZ9Z seaw ,Z9'£Z9Z '.. . (a) ,6Z'Ol£ '1. I ,� (w),OS"9l£ Q) (S—i/OS, 10A 'PIM WA) L. c `s o 4 ,09'91.£ 3« 5 :e � � +., 8 al �$o W �c 2-13 � 8 ''-' a mn5 ` Q � u �N ww'Po 01 1- r�C oa-, no tO�n Cm O�p°� P�tiv a. zO :y N p y ,O m N pC P. Y o S N _) ,▪ ~ 22 -*$ `oE$coo� p '0I-- Q p`p O Z \;,o w 32 � c���5: (� —an zw._. ,Of 1$ 135th Street W H �S0015'2TE 20.00' MILITARY HWY 5. }tJOwdoioAea k!unWWoQ 8 ti mz N 0 N d o0 REVISED 3.2.18 L Jco 0 eI 1 U z RECORDER'S CERTIFICATE Supt. of Records Attachment to Certificate of Water Availability Bing County Water District No. 125 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 govemmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate.. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature �'v i+"�-r.��' "�'�( Date C1, District Representative rvL ,�_ P � Date 10 - ? 3 —t 5 it Community n.velooment City of Tukwila CERTIFICATE OF WATER AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: Part A: To be completed by applicant Site address (att ch map and legal description showing hydrant location and size of main): 9I ' 13 �� � , -14' Owner Information - Agent/Contact Person V Name: $7,112 A-,Jd E T . f', (4...pr , Li4-,k9t ,Name: Address: 1 Li St"... tr 774- - J gt .,(E10 c1 Address: Phone: $ 9 67 7 Phone: Th. certificate is for the purposes of: [ Residential Building Permit 0 Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone 54 Short Subdivision Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): WATER DISTRICT 125 /0 . p/3.1 Date Part B: To be completed by water utility district 1. The proposed project is within 2. No improvements required. 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: U.`. u) t L 4- K t A3 a (City/County) C (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 1 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. oC.• t omat20psi I hereby certify that the above information is true and correct. LA.s j C.C) �rr� 1�; q-T- 'n D i sTP icr 1 Z5. Agency/Phone Z0b Z`1Z-' — 7 44 04i Pe., -(.,:. By to--23-/5 Date E-jice acs (k _.2 RECE1V certificate is not valid without Water District 125's attachment entitled ra "Attachment to Certificate of Water Availability" Community r. _.. I...a.r.1,n+ [RECEIVED MAR iS 2316 TUKWILA PUBLIC WORKS 3460 S 148th Suite 100 Seattle, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 CERTIFICAT.E.OF SEWER AVAILAB:ILITYJ,NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 0 Certificate of Sewer Availability OR 0 Certificate of Sewer Non fiED Part A: (To Be Completed By Applicant ) Purpose of Certificate: ❑ Building Permit 0 Short Division ❑ Preliminary Plat or PUD Ei Rezone ❑ Other Proposed Use: ❑ Commercial Residential Single Family ❑ Residential Multi -Family 0 Other Applicant's Name SA9za �jEE-1- 3. 3( A4144 r Property Address 1/ S /3 5-''H Phone Number Tax Lot Number 17 to Comm merit ty Develop F-g2:S77.51- 73 .6o-o-°lam Legal Description (Attach Map and legal Description if Necessary ); Part B: (Tobe Completed by Sewer Agency ) ta. A Sewer Service will be provided by side sewer connection only to an existing EJ `1 size sewer feet from the site and the sewer system has the capacity to serve the proposed use. 0 R 0 b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or 0 (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) 2. Must be completed if 1. b above is checked a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, )R 0 b. The sewer system improvement will require a sewer comprehensive amendment. 3. 0 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. )R 0 a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; a. District Connection Charges due prior to connection: GFC: $ SFC: $ Unit: $ (Subject to Change on January 1st) Permit $ Total $ Either a(ing County/METRO Capacity ChargSWSSD or Midway Sewer District Connection Charge maybe due upon connection -sealers. b. Easements: c. Other I hereby certify that the above sewer agency information is true. This certification shall be valid for one year Required 0 May be Required Page 1 PROJECT: 16021 Figure Name: FULL LOT Course: S 89-56-07 E Course: S 00-15-28 E Course: N 89-56-07 W Course: N 00-15-28 W Perimeter: 490.00 Area: 13950.26 Mapcheck Closure - (Uses listed Error of Closure: 0.000 Precision 1: 490000000.00 Figure Name: LOT 1 Course: .Course: Course: Course: S 89-56-07 E S 00-15-28 E N 89--56-07 W N 00-15-28 W Perimeter: 340.00 Distance: Distance: Distance: Distance: 155.00 90.00 155.00 90.00 0.32 acres courses & COGO Units) Course: S 90-Q0-00 E Distance: 80.00 Distance: 90.00 Distance: 80.00 Distance: 90.00 Area: 7200.12 0.17 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90-00-00 E Precision 1: 340000000.00 Figure Name: LOT 2 Course: Course: Course: Course: S 89-56-07 E S 00-15-28 E N 89-56-07 W N 00-15-28 W Perimeter: 330.00 Distance: 75.00 Distance: 90.00 Distance: 75.00 Distance: 90.00 Area: 6750.14 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Coutsp: S.90-00-00 E Precision 1: 330000000.00 RECE °QED Community Development RECEIVED MAR 18 2016 TUKWILA PUBLIC WORKS A TITLE & ESCROW CO. 2035 120th Ave NE, Ste 200 Bellevue, WA 98005 Phone: (425)213-5600 Fax: (425)732-2022 www.nextitle.com PLAT CERTIFICATE Order No.: NXWA-0214271 Certificate for Filing Proposed Plat: This Company has examined the public records of the County Auditor and County Clerk of King County, Washington, and the public records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said King County, to -wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: Saranjeet Singh Shaglani and Kamail Johal, each as his separate estate EXCEPTIONS: SEE SCHEDULE B ATTACHED AMOUNT CHARGED: SALES TAX: $350.00 $33.25 Records examined to February 9, 2016 at 8:00 AM Date: February 18, 2016 Issued By: NEXTITLE, A TITLE AND ESCROW CO. 2035 120th Avenue NE, Suite 200 Bellevue, WA 98005 ivt COUNTERSIGNED: Jason Black Authorized Officer or Agent RECEIVED MAR 18 2016 TUKWILA (-; • PUBLIC WORKS Community Development NEXTITLE PLAT CERTIFICATE SCHEDULE A (Continued) Order No.: NXWA-0214271 LEGAL DESCRIPTION THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN NON-EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OF THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PLAT CERTIFICATE SCHEDULE B Order No.: NXWA-0214271 This certificate does not insure against Toss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest of mortgage thereon cover by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter fumished, all as imposed by law, and not shown by the public records. F. Lien under the Workman's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. This certificate is for informational purposes only. It is neither a commitment to insure the title to real property nor does it contain any express or implied opinion, warranty, guarantee, insurance or other similar assurances as to the status of title to the land. The information obtained is limited to that which can be obtained from the public record as of the effective date. This certificate is not intended as a representation regarding the condition of title to real property. This certificate is not, nor is it intended to be, a legal opinion of title or any form of title insurance. As part of the consideration given in exchange for the issuance of this certificate, recipient agrees that NexTitle's sole liability for any loss or damage caused by any error or omission in this certificate shall be limited to the cost of this certificate, whether such error or omission results from the negligence, accident, or other cause. Alt other liability for loss or damage is expressly disclaimed. NEXTITLE PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: NXWA-0214271 The legal description in this report is based on information provided with the application and the public records. Parties must notify the title insurance company if the description does not conform to their expectations. 1. General Property Taxes and service charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency (1st half delinquent on May 1; 2nd half delinquent on November 1), Tax Account No.: 734660-0128-02, Year: 2016, Billed: $5,079.88, Paid: $0.00, Balance: $5,079.88. The current levy code is 2413. The King County Assessor's tax rolls disclose the current assessed values as follows: Land: $107,000.00 Improvements: $289,000.00 Total: $396,000.00 2. General Property Taxes and service charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency (1st half delinquent on May 1; 2nd half delinquent on November 1), Tax Account No.: 734660-0128-02, Year: 2015, Billed: $3,618.28, Paid: $0.00, Balance: $3,618.28. The current levy code is 2413. The King County Assessor's tax rolls disclose the current assessed values as follows: Land: $96,000.00 Improvements: $176,000.00 Total: $272,000.00 3. Easement and the terms and conditions thereof: Purpose: Sewer Line, Area affected: Portion of said premises, Recorded: November 20, 1964, under Recording No.: 5813825. 4. Easement and the terms and conditions thereof: Grantee: Val Vue Sewer District, Purpose: Sanitary Sewer Line, Area affected: Portion of said premises, Recorded: January 25, 1965, under Recording No.: 5836492. 5. Access and Utilites Easement Agreement and the terms and conditions thereof, Between: Union Bank of California, N.A. (formerly The Bank of Califomia, NA), as Trustee of the Donald F. Minns Trust and Kamail Johal, a married man as his separate estate and Saranjeet Singh Shaglani, a married man as his separate estate, imposed by instrument Recorded: February 6, 2007, under Recording No. 20070206301109. 6. Matters set forth by survey, recorded August 26, 2005, under Recording No.: 20050826900007. 7. Judgment: Against: Kamail S. Johal and Nilakumari Johal, husband and wife; etal; In favor of: Global Financial & Management Enterprises, Inc., dba PPI Enterprises; Amount: $284,193.55; Entered: May 25, 2010; King County Judgment No.: 10-9-13310-6; Superior Court Cause No.: 09-2-45874-0; Attorney for Creditor: Severance Law Offices. Partial Release of Judgment recorded under Recording No. 2010027001212. 8. Judgment: Against: Karnail S. Johal and Nilakumari Johal, husband and wife; etal; In favor of: City of Kent; Amount: $16,066.81; Entered: March 21, 2013; King County Judgment No.: 13-9-08163-1; Superior Court Cause No.: 12-2-37078-8; Attomey for Creditor: Tom Brubaker, Kent City Attorney. Said Judgment is also filed of record in the Auditor's office in King County under Recording No. 20130424000820. 9. Judgment: Against: Karnail S. Johal and Nilakumari Johal, husband and wife; In favor of: City of Kent; Amount: $14,939.88; Entered: June 16, 2014; King County Judgment No.: 14-9-12808-3; Superior Court Cause No.: 13-2-38897-9; Attomey for Creditor: Arthur "Pat" Kitzpatrick, Kent City Attorney. Said Judgment is also filed of record in the Auditor's office in King County under Recording No. 20140709000580. 10. Judgment: Against: Karnail S. Johal and Nilakumari Johal, husband and wife; etal; In favor of: City of Kent; Amount: $161,479.45; Entered: April 17, 2015; King County Judgment No.: 15-9-05273-5; Superior Court Cause No.: 14-2-30966-0; Attomey for Creditor: Office of the City Attomey. 11. A Claim of Mechanic's Lien recorded under Recording No. 20151020001493. Claimant: DF Barrueta Drywall and Paint; Amount: $1,170.00 and any other amounts due thereunder. End of Schedule B THE MAP ATTACHED HERETO MAY OR MAY NOT BE A SURVEY OF THE LAND DEPICTED. YOU SHOULD NOT RELY UPON IT FOR ANY PURPOSE OTHER THAN ORIENTATION TO THE GENERAL LOCATION OF THE PARCEL OR PARCELS DEPICTED. NEXTITLE, A TITLE AND ESCROW CO. EXPRESSLY DISCLAIMS ANY LIABILITY FOR ALLEGED LOSS OR DAMAGE WHICH MAY RESULT FROM RELIANCE UPON THIS MAP. (%133 t3ctt 1383111 S i 01 133011 t_1 i t37t )33 v1a lommmim:Iimm II LOT24, ! ;. l.a� m o� ( Petit c or 0 I11If!!js005 *�boi�ti , 1 :1 }s [0 tt`\� 1� � R»1t it IT I111313 1dD1$ • L,�l576j ~ Iiti6P tID ONO DN �• 71 1 4 kithlB4101 t» nonntn s$ I1 t ti4 ;t1 tlt 1C`y c'tt ; 11)391i 0325 a 2 % `b \ v is) ,.1 A +39l4s 'SS St 2 0031 PRACEL A on 404 qt $ to —•196-0047 055 0 640Rj$ 1' c1 dA Epp7 a 00 co ee. o to of PSFEL 91:31s ISODD►$ 1)5(P) S_135TH ST iS%c\ 173SJ$ 0032 '0040 n•.0 IS s33 Valley View Sewer District PO Box 69550 14816 Military Rd S Seattle, WA 98168 RECEIVED MAR 18 2016 TUKWILA PUBLIC WORKS ONE PARTY DECLARATION OF EASEMENT FOR SIDE SEWER WHEREAS, THIS AGREEMENT, the day of M� C.y 201, between SARANJEET SINGH HAGLAINI AND GRANTOR/GRANTEE/OWNERS NAME: KARNAIL S. JOHAL, OWNERS Owners of the following described real property situated in King County, Washington, to -wit: THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. is desirous of establishing a side sewer easement for the benefit of each of said properties. WITNESSETH: That for and in consideration of the mutual covenants herein expressed, it is hereby agreed by the above party as follows: 1 st - A side sewer shall be constructed as follows: THE SOUTH 15 FEET OF THE EAST 75 FEET TOGETHER WITH THE SOUTH 60 FEET OF THE EAST 15.00 FEET OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS. AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. (SEE EXHIBIT "A") 2nd - There shall be, and each party does grant unto the other, an easement for sewer for the use of said properties and 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 each party and to those acting under or for each party 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 the purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, the responsible party(s) shall restore the premises as near as may be to its condition immediately before such construction or entry. 3rd - The cost of construction of said sewer shall be borne by the owners of the said properties as follows: As mutually agreed 4th - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 5th - This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WITNESS WHEREOF we hereunto set our hands and seals the day and year first above written. SARANJEET SINGH SHAGLAINI RECEIVED c'.i '} KARNAIL S. JOHAL Community 4 Valley View Sewer District PO Box 69550 14816 Military Rd S Seattle, WA 98168 Page 2 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) +4 This is to certify that on this — day of no.rJt , 201„ before me, the undersigned, a Notary Public in and for the State e Sof Washington, duly commissioned ARANJEET SINGH SHAGLAINI and sworn, personally (AND) to me known to be the parties who executed the within instrument, and acknowledged to me that ( they, he, she ) signed and sealed the same as ( their, his, her ) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and seal the day and year in this certificate first above written. Notary PubNo State of Weibinpton SAM WALLICK MyAppointment Expires Feb 24, 2019 Notary Public in and for the State of Washington, residing at g., ems. STATE OF WASHINGTON ) ) SS COUNTY OF KING ) ,I,,. This is to certify that on this day off , 20 IL , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came KARNAIL S. JOHAL (AND) to me known to be the parties who executed the within instrument, and acknowledged to me that ( they, he, she ) signed and sealed the same as ( their, his, her) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and seal the day and year ' ' is certificate first above written.. Not . • .lic in and for the State of Washington, residing at ciDucse" 00 coo Pori ann ,- N n U N O S00'15'28"E 0 e* S0015'28"E , 4)9 1N Q r EW LOT UNE 20' BSBL PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND .EMERGENCY TURNAROUND KING COUNTY'; RECORDING NUMBER 2 Im H w in O O J N m I n 10' BSBL S00'15'28"E 90.00' 3' x 6' Sewer Easement KC Rec. No. 5813825 20 FOOT NOh PER EXHIBIT "A" - EASEMENT MAP RECEIVED Return Address: Document Title: Grantors: Grantees: Legal Description: RECEIVED' MAR 18 2016 TUKWILA PUBLIC WORKS Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 I Wit 6 ' S is i+ Community Developrci //I/it / 4,JA 01 206-571-8794 Private Access, Drainage, Utilities and Emergency Turnaround Easement SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS A PORTION OF THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. Reference Number: N/A Tax ID Numbers: 734660-0128 PRIVATE ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND EASEMENT THIS PRIVATE ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND EASEMENT is entered into by and between SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS, "Grantor", having ownership in properties described as follows: THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. Together with SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS, "Grantee", having ownership in properties described as follows: Page 1 of 7 THE EAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. The Private Access, Drainage, Utilities and Emergency Turnaround Easement shown over and across portions of the above parcels as described in Exhibit "A" is established for the benefit of the owner(s) of the above referenced Parcel. The cost of maintenance, repairs or reconstruction of that portion of the road used in common shall be borne in equal shares, and when necessary to repair, clean or reconstruct the road, the property owner (to whom the easement benefits) shall have a right of entry for that purpose. The Private Access, Drainage, Utilities and Emergency Turnaround Easement shall remain open and unobstructed at alll times for emergency and public service vehicles, and shall be posted and marked "Fire Lane - No Parking" per City of Tukwila Standards. The covenants herein shall run with the land and shall forever be binding upon all Parties, their heirs, successors and assigns. foti �J rb \dr Page 2 of 7 THE LAST 155 FEET OF THE SOUTH 90 OF LOT 2, IN BLOCK 4 OF RIVERTON ACRE TRACTSAS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. The Private Access, Drainage, Utilities and Emergency Turnaround Easement shown over and across portions of'the above parcels as described in Exhibit "A" is established for the benefit of the owner(s) ofthe above referenced Parcel. The cost of maintenance, repairs or reconstruction of that portion of the road used in common shall be borne in equal shares, and when necessary to repair, clean or reconstruct the road, the property owner (to whom the easement benefits) shall have aright of entry for that purpose. The Private Access, Drainage, Utilities and Emergency\Turnaround Easement shall remain open and unobstructed at all times for emergency and public service vehicles, and shall be posted and marked "Fire Lane - No Parking" per City of Tukwila Standards. The covenants herein shall run with the land and shall forever be binding upon all Parties, their heirs, successors and assigns. Date this day of , 2016. GRANTOR SARANJEET SINGH SHAGLAINI STATE OF WASHINGTON ) ) SS. COUNTY OF KING ) I certified that I know or have satisfactory evidence that SARANJEET SINGH SHAGLAINI is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his/her free and voluntary act for the uses and purposes mentioned in the instrument. DATED this day of , 2016 NOTARY PUBLIC in and for the State of Washington, residing at My Appointment expires Page 3 of 7 Date this day of , 2016. GRANTOR KARNAIL S. JOHAL STATE OF WASHINGTON ) ) SS. COUNTY OF KING ) I certified that I know or have satisfactory evidence that KARNAIL S. JOHAL is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his/her free and voluntary act for the uses and purposes mentioned in the instrument. DATED this day of , 2016 NOTARY PUBLIC in and for the State of Washington, residing at My Appointment expires Page 4 of 7 e this day of , 2016. GRANTOR KARNAIL S. JOHAL STATE OF WASHINGTON ) ) SS. COUNTY OF KING ) I certified that I know or have satisfactory evidence that KARNAIL S. JOHAL is the person who appeared before me, and said person acI owledged that he signed this instrument and acknowledged it to be his/her free and voluntaryact for the uses and purposes mentioned in the instrument. DATED this \ day of , 2016 NOTARY PUBLIC in and forthe State of Washington, residing at 4 My Appointment expires a Page 4 of 7 EXHIBIT "A" LEGAL DESCRIPTION - ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND EASEMENT THAT PORTION OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL: THENCE NORTH 89'56'07" WEST, ALONG THE SOUTH LINE OF SAID PARCEL, 75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'15'28" WEST 2.49 FEET; THENCE NORTH 32'36'03 EAST 21.03 FEET; THENCE SOUTH 89'50'38" EAST 4.48 FEET; THENCE NORTH 00'09'22" EAST 28.43 FEET; THENCE NORTH 89'49'06" WEST 6.10 FEET; THENCE NORTH 00'15'28" WEST 41.35 FEET TO THE NORTH LINE OF SAID PARCEL; THENCE" NORTH 89'56'07 WEST, ALONG SAID NORTH LINE, 20.00 FEET; THENCE SOUTH 00'15'28" EAST 56.56 FEET; THENCE SOUTH 22'53'31" WEST 25.43 FEET; THENCE SOUTH 00'15'26" EAST 10.00 FEET TO THE SOUTH LINE OF SAID PARCEL; THENCE SOUTH 89'56'07" EAST, ALONG SAID SOUTH LINE, 20.00 FEET TO THE TRUE POINT OF BEGINNING. Page 5 of 7 EXHIBIT "A" (CONTINUED) LEGAL DESCRIPTION - ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND EASEMENT MAP L coi otki cn ar\ -w 0 0)Z E� 0�o0 W V` G) d'CV _yid n 00 o . Sri chin u PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND S00'15'28'E 90.00' NEW LOT LINE 20' BSBL -H 6 '0 JN n 10' BSBL S00'15'28'E 90.00' f y 3' x 6' Sewer Easement-1i KC Rec. No. 5813825 J CO (/) CO m 0 N 0 0 0' co x 4) Page 6 of 7 XHIBIT "A" (CONTINUED) L AL DESCRIPTION - AC SS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND EASEMENT MAP c 0 0 O O 0' c N L 0 d o ,n c a c5 CA M\ LoQ C ZU, -EO w. V` . � O 0 cy H S00'15'28'E 90.00' O+ u) N • NEW LOT LINE 20' BSBL PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND d m \E W c ml oo fl 7411 O 0 I— in I go' N.,! O N ri 10' BSBL S00'15'28"E 90.00' I / I 3' x 6' Sewer Easement) KC Rec. No. 5813825 211 ge 6 of 7 EXHIBIT "A" (CONTINUED) LEGAL DESCRIPTION - ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND EASEMENT MAP LOT 1 N 89'56'07"W �20'0'-1 /‘) �� S89'50'38"E�1 Z h• 4.48') LOT 2 NO Nam/ O� O 1 %,p U, � � N t) rn o �, flg6V 00.15.28"W ri o Ii - 20.00' -J 2.49' �- 75.00' DETAIL: N89'56'07"W PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND 4 W E 5 SCALE: 1" = 20' N89;49'06"W J6.10 Fi Page 7 of 7 TECHNICAL INFORMATION REPORT (TIR) - STORM DRAINAGE SYSTEM FOR 2-LOT RESIDENTIAL SHORT PLAT 2916 S. 135th Street Tukwila, WA 98168 Prepared by: Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 CeII Ph: (206) 571-8794 PN: 734660-0128 OWNERS: SARANJEET SINGH SHAGLAINI AND KARNAIL S. JOHAL, OWNERS 206-898-6775 4 EXPIRES: 4/24//7 DRAINAGE Soils are sandy loam and suitable for on -site infiltration. The existing residence and its parking pad are infiltrated using an existing standard drywell for the residence. The access driveway in the 20 foot easement infiltrates with an installed standard trench with catch basins, and the on -site existing common paved turnaround pavement infiltrates with its own trench and catch basin. The new residence and its parking pad will be infiltrated via sized drywell similar to the existing residence's system. TECHNICAL INFORMATION REPORT (TIR): No substantial TIR is prepared for this short plat. There is no drainage construction required for this short plat. All common access driveways have in place completed infiltration systems. As mentioned above under the DRAINAGE discussion, the only drainage associated with this short plat is that for the future single family residence and its parking pad. Per the installed drywell for the existing residence (design prepared by this office), the drainage for the future new building feasible using a similar drainage system. The specifics of that future system will be determined and presented for formal plan review as part of that Residential Permit, when the new residence site layout is determined and accurate infiltration sizing calculations can be done. The 0 and M document for that system will also be prepared at that time. SCOPE OF REQUIRED COMMON CONSTRUCTED IMPROVEMENTS FOR SHORT PLAT APPROVAL All required common improvements were constructed or installed during the construction of the new residence on the east side of the parcel. The common access driveway and on -site turnaround are in place, including their drainage. All underground utilities for the future second residence are in place, including sewer line, water service line, gas and all wired utilities. As a result of this, there are no required common use required site improvements related to this short plat action. SOILS INFORMATION This information is from the soils investigation and residential drywell system previously designed and installed for the newly constructed residence on the east portion of the short plat site. This information is applicable in a general way to the future residential drywell design for a future new residence on the west portion of the short plat site following completion of the short plat. The specifics for the new house drainage must await the preparation of the Residential Permit plans and documents for that project. This soils information is appropriate for use with the new residence drainage design without further soils evaluation for the site. Below is the drainage design discussion for original house drainage system - The drywell for the second residence my vary slightly based on the impervious areas for the house and its driveway General This is an existing 13,950 sf parcel which is undeveloped. The new house will be 2,357 sf, with an additional 1,395 sf of driveway flows into the same trench as the entire new roof area. The total area to be infiltrated will therefore be 3,752 sf or 0.086 acres. Soils indicate on -site infiltration is feasible. Soil logs and percolation test results are attached. Soil Logs and Percolation Test Results SOIL LOGS 25 SEP 13 SL 1 0 - 6" Topsoil Loam 6 - 48"+ Medum Sand w/trace of Silt No groundwater indicated. SL 2 0 - 6" Topsoil Loam 6 - 48"+ Medum Sand w/trace of Silt No groundwater indicated. SL 3 0 - 6" 6 - 48"+ Topsoil Loam Medum Sand w/trace of Silt No groundwater indicated. SL 4 0 - 6" 6 - 48"+ Topsoil Loam Medum Sand w/trace of Silt No groundwater indicated. For design purposes the soils may be considered as medium sand, the silt content being Tight enough to not interfere with a medium sand matrix. Infiltration Test: 25 SEP 13: EPA Falling Head percolation tests were done at SL 1 and SL 2 after a thorough pre- soak consisting of two each 12" drop runs. These two logs were used since they were approximately 3 feet lower in surface elevation than the last two Togs. Since the infiltration system will be placed in the part of the property higher than the logs used for the percolation tests, we can conclude that the deeper soils on the site will support infiltration deeper than the 48" in the upper logs. Soils on site were very consistent. Test Results: SL 1: 11:10 am to 2:00 pm 12" drop 170 min. 14.2 min./in. SL 2: 11:46 am to 2:00 pm 12" drop 134 min. 11.1 min./in. For design use the more conservative 14.2 min./in. is considered. This would be considered a very favorable infiltration rate. Based on the determined infiltration rate and the soils encountered, we may conclude that a drywell system is appropriate. Drvwell Sizing Per Appendix C of the King County Stormwater Design Manual, a drywell in Medium Sand should have 90 cubic feet of gravel per 1,000 square feet of impervious area served. As a result, the proposed dry well should have: 3,752 sf/1,000 x 90 = 338 cf of gravel or 12.5 cy of gravel Assuming a gravel depth of 6 feet and a circular drywell, we obtain a diameter of 1/2 [(338/6)/3.1425926] x 2 = 8.5 feet diameter CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 n FE ' I 0 9 2016 Community Development ORT PLAT APPLICATION Planner: Application Complete Date: Application Incomplete Date: FOR STAFF USE ONLY Permits PlusType: P SS File Number: L ! b Project File Number: pZ. Other File Numbers: NAME OF PROJECT/DEVELOPMENT: -7",A L4'/•v/ 2—L ) T 57.ic a -7 fl4 7- BRIEF DESCRIPTION OF PROJECT: fi'IP,L= J POS, Pi4/2C3 L //-/7.0 Z ORIGINAL # OF LOTS: / PROPOSED # OF LOTS 2.- 5 - 9 LOTS REQUIRES PUBLIC NOTICE. PLEASE REFER TO SECTION 8 OF APPLICATION CHECKLIST LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 2 9/ fo S', / 3 S-?-"Al Srj i.� u�,9 76Y 6 & LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 7344.4 O --O/28 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: G�.t7G' r- J- / /.y'C ,�,Lt/ 6'��1 P Address: / 21 5'9fr -s. 74i',/L.4 iV ?b/4e8 CEGG i Phone: Z D 6- S� 7/ - 7 9 4 FAX: E-mail: Xeci cL°d / T e.,�,r ?- /v 4 F.T Signature: Date: 467 /7i411/6 0400 City of Tukwila Department of Community Development File Number L16-0014 LAND USE PERMIT ROUTING FORM TO: D Building 'U Planning Public Works Fire Dept. Police Dept. D Parks/Rec Project: Sarnajeet Singh Short Plat Address: 2916 S. 135 street Date transmitted: 3/18/16 Response requested by: 4/1/16 Staff coordinator: Moira Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted devellopment regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments Update date: prepared by: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. ss 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 sdbmitted 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 29f6 5: Ji'. ?''� ST,: '7d.411(.1/44) 4siq ?8/6 6 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 i Utj -1 el- tit? (city), t� ft (state), on a i& — ©� 20�C%y SAlt�y t✓ .7�E r sfiso6s/ S/il6L�J/•v `,lau V P J 0,,r11t Community Development (Print Name) (Address), i g_o Lela 9 H O / p (Phone Number) �' r t r 6 "% t11! x SI. t1-1 (Signature) On this day personally appeared before me �c ran,yeI S.t1 icn to me known to be the individual who executed the foregoing instrument and acknowledged that he/s a signed a satne as his/her voluntary act and deed for the uses and purposes mentioned therein. 4-h 44 SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF ! ° l ur(.ti Notary Public State of Washington SAM WALLICK My Appointment Expires Feb 24, 2019 NOTARY PUBIC in and for the State of Washington residing at ,,� (.evt tin ['' My Commission expires on f elj 2L tO 1 -( CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON 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 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 L' Ll R 1 E (city), 144 . (state), on Nl4 R CM I 711 / 20 1 czt ;ED Community Development �AR/1,7 (Print Name) KI lQ KL Pt j-1 KGAvJ. (Address) 2 6 b s f 7 Y —' ,' gg (Phone Number) (Signature) On this day personally appeared before me t' l(A.(L S.—St; k. \ to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF ►`"L"' 1114910911.01billidlimsdiadimamehdhahp.Nota Stale ors BRADLEY LOUIE 1 My Appointment Expires Apr 11. 2019 ,201L NOTARY PUB _ ; in and for the State of Washington residing at re." 1.A.X My Commission expires on 4- r- i 1, ��1 NOTICE OF COMPLETE APPLICATION March 17, 2016 Mr. Bruce McVeigh 14245 59 Avenue S. Tukwila WA 98168 Subject: Saranjeet Singh Short Plan L16-00014 Dear Mr. McVeigh: Your application for a short plat is considered complete on March 18, 2016 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 431-3670. Moira Bradshaw Senior Planner The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning APPLICATION MATERIALS: 1 1. Application Checklist (1 copy) indicating items submitted with application. I 2. Completed Application Form and drawings (4 copies). . 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property ,/ 4. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17". 5. Application Fee: See Land Use Fee Schedule. A/ j4 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice A/jA 7. If the project requires SEPA review or involves a short plat of 5 — 9 lots: Payment of notice board fee (see Land Use Fee schedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public N Notice Sign Specifications Handout). 8. If the project involves a short plat of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule fi/el for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and will receive you j/% 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. Check items submitted with application Information Regwred. May be waived in unusual cases, upon approval of Public Works and/or Planning PROJECT DESCRIPTION AND ANALYSIS: 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and -encumbrances, must be dated within 45 days of application filing (two copies). j11 '.,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. NA 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoC/AD format i 14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. (b) Legal descriptions of the existing and proposed lots. (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). _ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). _ (g) Dash in required setback distances from all parcel lot lines. (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 /!//4 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". /y/A (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). v Check items R submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning SENSITIVE AREAS PLAN: / y/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 p rmit will be required for removal any significant trees within a sensitive area or its buffer. (/e 7,43', F5 0.4' S)7E ✓ (d) Show proposed lot and tract lines. 111 CIVIL PLANS: / �/ 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". _ (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See ham://www.tukwilawa.gov/pubwks/pwpermit.html for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the /%/j (d) Total expected cut and fill for plat buildout. HE — /`1'/J/,A-MIL ,e12 Al yv pA M4 (e) Existing and proposed utility improvements, n site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, /1/X / _ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIIRR) 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 ham://www.tukwilawa.gov/pubwks/pwpermit.html. (g) Locate the nearest existing hydrant and all proposed hydrants. A//A (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. /VA (i) Plan, profile and cross-section for any right-of-way improvements. L/ (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. J (1) Show proposed lot, tract and easement lines. SARANJEET SINGH SHORT PLAT CITY OF TUKWILA FILE NO. L16-0014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukptant tukwila.wa.us DECLARATION Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. Saran feet Singh Shaglaini Karnail S. Johal STATE OF ) ) ss COUNTY OF ) I CERTIFY THAT 1 KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES IAND PURPOSES MENTIONED IN THENSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES APPROVALS KING COUNTY FINANCE DIVISION t certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of , 20 King County Treasurer Deputy King County Treasurer TUKVVILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of , 20 Chairperson, Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this day 20____ Assessor Deputy Assessor Account Number 7346600128 RECORDING NO. VOL./PAGE PORTION OF _SE _1 /4 of _NE_1 l4, S._16 _ T. 23 N., R. 4 _. E., W.M. EXISTING LEGAL DESCRIPTION THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF. PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN NON—EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OF THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. EASEMENT AND RESTRICTIONS (REFERENCE PLAT CERTIFICATE FOR NEXTITLE ORDER NO. NXWA-0214271, DATED FEBRUARY 9, 2015 AT 8:00 AM) 1. Easement for Sewer Line under Recording No. 5813825. 2. Easement for Sanitary Sewer Line, under Recording No. 5836492. 3. Access and Utilities Easement Agreement under Recording No. 20070206001109. 4. Matters set forth by survey under Recording No. 20050826900007. NEW LEGAL DESCRIPTIONS LOTI THE WEST 80.00 FEET OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN NON—EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OF THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AND SUBJECT TO A PRIVATE EASEMENT FOR ACCESS, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER 20160420000571; AND TOGETHER WITH A PRIVATE SEWER EASEMENT RECORDED UNDER KING COUNTY NUMBER 20160420000572. LOT2 THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 80.00 FEET THEREOF; TOGETHER WITH AN NON—EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OF THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AND SUBJECT TO A PRIVATE EASEMENT FOR ACCESS, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER 20160420000571; AND SUBJECT TO A SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 5836492; AND SUBJECT TO A PRIVATE SEWER EASEMENT RECORDED UNDER KING COUNTY NUMBER 20160420000572. SURVEY NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. BASIS OF BEARING BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE EAST 1/4 OF SECTION 16, T23N, R4E, W.M. AND THE NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS SHOWN ALSO ON KING COUNTY RECORD OF SURVEY 20050826900007. REFERENCES Plat of Riverton Acre Tracts, Vol. 11/100 RECORD OF SURVEY 20050826900007 CITY OF TUKWILA SHORT PLAT L11-035 ROS 31/195, ROS 90/58, ROS 162/119, ROS 106/171, ROS 136/22, ROS 121/26 PRIVATE EASEMENT FOR ACCESS, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER 20160420000571: THAT PORTION OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE ABOVE DESCRIBED PARCEL: THENCE NORTH 89'56'07" WEST, ALONG THE SOUTH LINE OF SAID PARCEL, 75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00'15'28" WEST 2.49 FEET; THENCE NORTH 32'36'03 EAST 21.03 FEET; THENCE SOUTH 89'50'38" EAST 4.48 FEET; THENCE NORTH 00'09'22" EAST 28.43 FEET; THENCE NORTH 89'49'06" WEST 6.10 FEET; THENCE NORTH 00'15'28" WEST 41.35 FEET TO THE NORTH LINE OF SAID PARCEL; THENCE NORTH 89'56'07 WEST, ALONG SAID NORTH LINE, 20.00 FEET; THENCE SOUTH 00'15'28" EAST 56.56 FEET; THENCE SOUTH 22'53'31" WEST 25.43 FEET; THENCE SOUTH 00'15'26" EAST 10.00 FEET TO THE SOUTH LINE OF SAID PARCEL; THENCE SOUTH 89'56'07" EAST, ALONG SAID SOUTH LINE, 20.00 FEET TO THE TRUE POINT OF BEGINNING. NEW PRIVATE 15' SANITARY SEWER EASEMENT KING COUNTY RECORDING NO. 20160420000572: THE SOUTH 15 FEET THE EAST 75 FEET AND THE EAST 15 FEET OF THE SOUTH 60 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; NOT TO SCALE SOUTH 133RD STREET RECEIVE© ices Gi RECORDER'S CERTIFICATE filed for record this day of ,20 at M in book of at page at the request of LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. SURVEY ,FOR: OWNER: Saran feet Singh Shaglaini Karnali S. Johal ADDRESS: 14208 4TH AVE S BURIEN, WA 98168 SCHROETER !I " LAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, WashIngton 98062 <206) 242-6621 EMAIL! SCHROETERSURVEY@CLJMCAST.NET DWN. BY LAW DATE 2/15/16 DATE FIELD 2/11/16 JOB NO. 658/8 PROJECT NO.16021SP CHKD. BY SHEET a� cE Eo o> (1) 0 LOT1 4D;,,v :040„, .44v, y rnp 0 ni SARANJEET SINGH SHORT PLAT CITY OF TUKWILA FILE NO. L16--0014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanatukwila.wa.us N89'56'07"W N w-1- E s SCALE: 1" = 20' 'JN89'49'06"W 6.10' Q 1?‘3.41- S89'50'38"E 4.48'[) Q1'o1 cL,4M "" 00'15'28"W 2.49' 75.00' DETAIL: N89'56'07"W PRIVATE EASEMENT FOR ACCESS, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER 20160420000571. LOT 2 SITE 00 o� .01 N rri NE corner Sec. 16, T23N, R4E, W.M. Found 3" brass disk in concrete in case (not visited this survey) FULL PARCEL AREA BEFORE SHORT PLAT = 13,950 sf ± 3 existing wood fence 080.00 10' BSBL o1 w o LOT 1 0 PROPOSED NEW LOT SIZE = 7,200 sf f ADDRESS: 2914 S. 135TH ST. So. 728th Street1 Found brass tack in lead in concrete in case - 2/18/15 Found monument is 1.79' south of the intersection of So. 135th Street. Monument is based on the based on the Plat of Riverton Acre Tracts, Vol. 11, page 100. S89'55'03"E 520.06' So. 735th Street CON TROL NOT TO SCALE Q < 0 «, .c co•a N m co - o Em to c4 E to (0 O 0 o) 0 06> N z �;e M CO East 1/4 corner Sec. 16, T23N, R4E, W.M. Found 3" brass disk in concrete in case 11/13/10 Nr) 20' BSBL S89'56' 07"E 155.00' m c 1:70w z 0 0 g wz�" Nomm 0cz0 < 0 N 0 0 rn 0 o—cri 0 v. _... 80.00:__.. S89'56'07"E existing wood fence ✓ z rn 0 rn 07 --s co 0 0 0 rn x 0 '0 0 0CZA 00? ,> 0 'r- n0007/ ©ems h z 0 cri co co 3 N 0 0 - 4 -nz rn0 7:1z Xm zx G7 0 r- 0(n �rn rri nm zz N 0 0 0 0� 00 N0 0 m rn(/) o93 0 c r r1 20.00' a ---� 75.00 I--L— 20.3' 35.9' Li EXISTING HOUSE ADDRESS: 2916 S. 135TH ST. LOT 2 PROPOSED NEW LOT SIZE = 6,750 sf t 75.00' 155.00' New Private 15' easement for Sanitary Sewer KC REC NO. 20160420000572 (A4R kc�4a #20�20 0� s 15.6' 20' Easement for Sanitary Sewer Line Recording No. 5836492. New Private 15' easement for Sanitary Sewer KC REC NO. 20160420000572 15.9' 3 41,► LEGEND Concrete Monument in Case X Tack in Lead or Nail Be Disk 0 Set rebar w/cap #23604 vor Hydrant —0-- existing wood fence o —existing chain Zink fence okiCrs yy,7oo SHORT PLAT NOTES: 1. THIS SHORT PLAT CONTAINS AN EASEMENT FOR ACCESS, UTILITIES, SUCH AS DRAINAGE, SANITARY SEWER, WATER, ELECTRICITY, CABLE; AND AN EMERGENCY TURNAROUND FOR THE BENEFIT OF THE OWNERS OF LOTS 1 AND 2 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1 AND 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR, AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 2 ALL FUTURE HOMES SHALL HAVE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. 3. ALL WATER METERS AND LINES SHALL SUPPORT RESIDENTIAL FIRE SPRINKLER REQUIREMENTS. 4. LOT 1 SHALL OBTAIN A SEPARATE SANITARY SEWER PERMIT FROM VALLEY VIEW SEWER DISTRICT. 5. TRANSPORTATION IMPACT FEES APPLIES TO FUTURE BUILDING PERMITS. 6. TREE RETENTION - EVERY REASONABLE EFFORT BE MADE TO PRESERVE EXISTING TREES AND VEGETATION AND INTEGRATE THEM INTO THE HOME'S DESIGN (TIC 17.20.030.A.2) 7. ALL UTILITIES INCLUDING POWER ARE REQUIRED TO BE UNDER GROUND PER TEQUILA MUNICIPAL CODE. 8. PROVIDE A COPY OF THE RECORDED DOCUMENT WITH KING COUNTY ASSESSOR PARCEL NUMBERS TO THE FIRE MARSHAL'S OFFICE ONCE IT IS COMPLETE. 0 M ex. fire hydrant N89'55'11 "W 0 M So. 7,35th Stre e t 20 0 10 GRAPHIC SCALE 20 40 i 80 ( IN FEET 1 inch = 20 ft. RECORDER'S CERTIFICATE filed for record this day of ,20 at. M in book of at page at the request of LAND SURVEYOR'S CERTIFICATE o I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat. SURVEY FOR: OWNER: Saran feet Karnali S. ADDRESS: Singh Shaglaini Johal 14208 4TH AVE S BURIEN, WA 98168 SCHROETER ' LAND SURVEYING PROFESSIONAL LAND SURVEYORS P,D, Box 813, Seahurst, Washington 98062 (206) 242-6621 EMAIL! SCHROETERSURVEY@COMCAST.NET DWN. BY LAW DATE 2/15/16 DATE FIELD 2/11/16 JOB NO. 658/8 PROJECT NO.16021SP SHEET CHKD. BY SARANJEET SI N.GH S CITY OF TUKWILA FIE NO. L14,-- 001+ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665. E-mail: tukplan@tukwila.wa.us DECLARATION Know all men by these present that we, the undersigned, owner(s) s in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said . subdivision shall notbe further divided in any manner within a period of five . years, from date of record, without the filing of a final plat.The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with .the free consent and in accordance with the desire of the owner(s): IN WITNESS WHEREOF we set our . hands and seals. - Saranjeet Singh Shaglaini , Karnail . S. Johal STATE OF COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SS SIGNED THIS DEDICATION AND ACKNOWLEDGED IT TO BE (HIS/HER) .FREE AND VOLUNTARY ACT FOR THE USES IAND PURPOSES MENTIONED IN THENSTRUMENT. DATED SIGNATURE OF NOTARY PUBLIC PRINTED NAME. OF NOTARY PUBLIC TITLE MY APPOINTMENT EXPIRES APPROVALS. KING COUNTY FINANCE DIVISION certify that all property. taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year; that there are no delinquent specialassessments certified to this office for collection; and that all special assessments on any of the. property herein dedicated as streets, alleys, or for other public use. are paid in full. This day of , 20 King County Treasurer Treasurer .Deputy King County TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL eviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of 20_ Chairperson, Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this ____ day of ; 20____ Assessor Deputy Assessor Account'. Number 7346600128 RECORDING NO. VOL./PAGE: PORTION OF -SE1/4 o N 4, S.__ l o__ T. L�_N., R. EXISTING: LEGAL DESCRIPTION THE EAST 155 FEET OF THE SOUTH 90 FEET OF I.OT 2 .IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT. RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER :WITH AN NON-EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE ` WEST 20 FEET OF THE EAST 95 FEET OF LOT 1 BLOCK: 4, RIVERTON ACRE TRACTS, ACCORDING TO THE .PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS LOT 1 THE WEST 80.00.FEET OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE .TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER :.WITH AN NON-EXCLUSIVE EASEMENT FOR ACCESS AND UTILITIES OVER,. UNDER, ACROSS AND UPON THE WEST 20 FEET OF. THE EAST 95 FEET OF LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME `.11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; TOGETHER WITH AND SUBJECT TO A PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER SUBJECT TO A SEWER EASEMENT RECORDED UNDER KING' COUNTY. RECORDING NUMBER 5813825; TOGETHER . WITH A PRIVATE SEWER EASEMENT RECORDED UNDER KING COUNTY NUMBER LOT THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT 2 IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUM,= 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 80.00 FEET THEREOF; TOGETHER WITH. AN NON-EXCLUSIVE EASEMENT- FCR ACCESS AND UTILITIES OVER, UNDER, ACROSS AND UPON THE WEST 20 FEET OE THE EAST 95 FEET OF. LOT 1, BLOCK 4, RIVERTON ACRE TRACTS, ACCORDING TC THE PLAT THEREOF RECORDED IN VOLUME .11 .OF PLATS, PAGE 100, IN KING COW TY, WASHINGTON; TOGETHER WITH AND SUBJECT TO A PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING COLNTY RECORDING NUMBER SUBJECT TO A SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 5836492; SUBJECT TO A PRIVATE SEWER EASEMENT RECORDED UNDER KING COUNTY NUMBER NEW PRIVATE 15' SANITARY SEWER EASEMENT KING. COUNTY. RECORDING NO. THE SOUTH 15 -FEET THE EAST 75 FEET AND. THE EAST 15 FEET OF :THE- SOUTH 60.FEET OF LOT 2 . IN BLOCK..4 OF --RIVERTON ACRE -TRACTS, AS PER PLAT RECORDED -IN VOLUME 11 OF PLATS; PAGE-.100,--.IN KING COUNTY, '..WASHINGTON; EASEMENT AND RESTRICTIONS (REFERENCE PLAT CERTIFICATE FOR NEXTITLE ORDER NO. NXWA-0214271, DATED FEBRUARY 9, 2015 AT 8:00 AM) 1. Easement for Sewer Line under Recording No. 5813825. 2. Easement for Sanitary Sewer Line, under Recording No. 5836492. 3. Access and Utilities Easement Agreement under Recording No. 20070206001109. 4. Matters set forth by survey under Recording No 20050826900007. SURVEY. NOTES: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a Topcon GTS225 theodolite and electronic measuring device, supplemented by .a steel tape. Traverse methods used in performing this survey meets or exceeds the standards contained in WAC 332-130-090. 2. This survey has been prepared for the exclusive use of parties whose names appear hereon only, and does not extend to any unnamed third parties without express recertification by the land surveyor. BASIS OF BEARING BASIS OF BEARING ARE THE FOUND MONUMENTS AT THE EAST 1 /4 .:OF SECTION 16, .T23N, R4E, W.M. AND THE NORTHEAST CORNER OF SECTION 16, T23N, R4E, W.M. AS SHOWN ALSO ON KING COUNTY RECORD OF SURVEY 20050826900007. REFERENCES Plat of. Riverton Acre Tracts, Vol. 11/100 RECORD OF SURVEY 20050826900007 CITY OF TUKWILA SHORT PLAT L11-035 ROS 31/195, ROS 90/58, ROS 162/119, ROS 106/171, ROS 136/22 ROS 121/26 EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING COUNTY RECORDING NUMBER THAT PORTION OF THE EAST 155 FEET OF THE SOUTH 90 FEET OF LOT IN BLOCK 4 OF RIVERTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 100, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OFTHE ABOVE DESCRIBED PARCEL: Ti IENCE NORTH 89'56'07" WEST, ALONC. THE SOUTH LINE OF SAID. PARCEL, 75.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0015'28" WEST 2.49 FEET; THENCE NORTH 32'36'03 EAST 21.03 FEET; THENCE SOUTH 89'50'38" EAST 4.48 FEET; THENCE NORTH 00'09'22" EAST 28.43 FEET; THENCE NORTH 89°49'06 WEST 6.10 FEET; THENCE NORTH 00'15'28" WEST 41.35 FEET TO THE NORTH LINE OF SAID PARCEL; THENCE NORTH 89'56'07 WEST, ALONG SAID NORTH LINE, 20.00 FEET; THENCE SOUTH 0015'28" . EAST 56.56 FEET; THENCE: SOUTH 22'53'31" WEST 25.43 FEET; THENCE SOUTH 0015'26" EAST 10.00 FEET TO THE SOUTH LINE OF SAID PARCEL; THENCE SOUTH 89'56'07" EAST, ALONG SAID SOUTH LINE, 20.00 FEET TO THE TRUE POINT OF BEGINNING. RECEIVED MAR 18 2016 TUKWILA PUBLIC WORKS SOUTH 133RD STREET VICINITY NOT TO SCALE SITE 0 Z N ro SOUTH 135TH STREET 111 errw w DJ 2 RECORDER'S CERTIFICATE filed for record this day of ,20 in book of at page LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners ,staked on the ground as depicted on the plat. SURVEY FOR: OWNER: Saranjeet Singh Shaglaini Kornai! S. Johal ADDRESS: 14208 4TH AVE S BURIEN, WA 98168 SC HROETERLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.f0, Box. 813, Seo.hurst, Washington 98062 (206) 242-6621 EMAIL! SCHREETERSURVEY@COMCAST,NET DATE 2/15/16 DATE FIELD 2/11/16 JOB NO. 658/8 PROJECT NO.16021 SP. CHKD. BY SARANJEET SINGH;S CITY OF TUKWILA City of Tukwila Department of CommunityyDevelopment 6300 Southcenter Boulerard,.Tukwila, WA 98188 Telephone (206) 4313670:,IAX (206) 431-3665:" E-mail: tukplan@tukwIla.Wi.us 0 O. CD O Ut N O 00 rrl LOT 1 i N89'56'07"W" j r-- 20.00': /1 Iz.. O Cn- co N S89'50'38"E 4.48'L . •o/ (4° /";; -N00 15,28„ 20.00'=�� 2:49' SCALE:: 1 2 JN 89 ,49.'06'W 6.10 N •N c moo... N O 0 z NO. L/c aol Lor2 DETAIL: PRIVATE EASEMENT FOR ACCESS, • , DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND KING G_ .COUNTY RECORDING NUMBER SITE. 0 o0 o0 N m 75.00': N89'56'07"W NE corner Sec. ;16, : T23N, R4E, W.M. Found 3" brass disk in concrete in case (not visited this survey) So. • 728 th Stre e t Found brass tack in lead in concrete. in case 2/18/15 Found monument is 1.79' south of the intersection of So. 135th Street. Monument is based on the based on the Plat of Riverton- Acre Tracts, Vol. 11, page 100. " S89'55'03"E 520.06' So. 735t1/2- Street COAT_ COL. NOT TC0 SCALE East 1/4 corner Sec. 16, T23N, R4E, W.M. Found 3 brass disk in concrete in case 11/13/10 i• FULL PARCEL AREA. BEFORE SHORIPLAT _ 1 3,950 .sf existing wood fence: cAo.00 LOT1 7,200sff 0 <=589'S6'0"E 155.00 o-o m c 0z > o > fTl O O c) cmm Z > Z.0CU) m o m 0 (J) 0 Z 0 zo -� > M Fri m �. z n S89'56'07"E existing wood fence ex. fire hydrant r- Z rn 0 rrl 0) H co en O 0 rr1 X m m. -1 0 z r 0 r- 20.00'' 9 N89'55'11 "W 3 75.00 1 20.3' 5.9' Existing House.. #2916 LOT 2 6,750 sf f 75.00' 155.00' —New Private 15' easement for Sanitary Sewer KC REC NO. rp 'cc 4g #2D7Q2A-s 4) RECORDING NO,. VOL./PAGE PORTION OF SE 1 /4 of NE S.1'6. T.23N , R.4E. 15.6' 20' Easement for Sanitary Sewer Line'. Recording No. 5836492.. New Private 15' easement. for Sanitary Sewer KC REC NO. 15.9' z 0 —' co N toCo 0 So. 755th Street -o .:LEGEND C17 Concrete Monument in Case ):( Tack in Lead or. Nail & . Disk 0 Set rebar w/cap #23604 4 Hydrant existing existing GRAPHIC" SCALE 20 40 wood. fence chain link. fence ftruto :::04-1 ' ( IN FEET ) 0 0 RECORDER'S CERTIFICATE filed for record this " day of ,20' at M in book of at page at the request of LAND • SURVEYOR'S CERTIFICATE" o S5 I, Richard L. Schroeter, registered as a land surveyor by t~I4; State. of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are . shown thereon, correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted. on the plat. SURVEY FOR: .OWNER: Saranjeet Singh Shaglaini Karnail S. Johal ADDRESS: 14208 4TH AVE S BURIEN, WA 98168 SCHROETER LAND SURVEYING PROFESSIONAL LAND: SURVEYORS - P.D, Box 813, Seahurst, Washington 98062 (206) 242-6621 EMAIL! SCHROETERSURVEY@COMCAST,NET DWN. BY LAW DATE 2/15/16 DATE • FIELD 2/11/16 JOB NO..; 658/8 PROJECT NO16021SP r+I ivrs nv CI IrrT • ,.• Code or 11W6iness.. Licenses P,a Ptrniitted, A. R Accessory, C c Conditions1,1) r!= ttachist3lked, SrkSpeehti Permission Parking: N{sto additional parking requirement, PC by Planning Commission, l3aby Director, lil:"by /leasing Examiner • tuts *nut hull ran o me weRC stCat ii c fA. t u Ill NUMMI1.YtI • 11:4 ixo t' stobrfml 260 . Contractors r !► r P P P P 270 Continuing cane rctiteri :nt facility, P 2S0A Convalesccm & . .. homes for not more than twelve patients C P P 11 C r P P P Es _ P P I pu 4 bars, 10 aiiiiisuu 2800 Convalescent /b; nursing times for more that? tNCiycifiiit nt9 C C C C C C C C P 290 Convention facilities P P P P P P P. P ri• 300 Correctional institutes U.Uu u 310A '• not home -based. D)ayearc Centers foot e-based P P P P P P P P !' I' P 1' 310l1 32i1 Daycare Famill E{ame ` A A A AA A A• A A A A A. Dormitory C C' C A A A A A A A A A A A A A A 330 Drive-in theatres C C C C C C C 340A. lhwiling-- Single family (Includes site built, modular ham! or new P d.Nx P s.uae . P 41 Rlx P P P r.7hc P P M :1atinia$uptoI fx.1% flex uoxA a. n>I2bah manittstetured florae } • 3400 l31►etline, Detached 2ero.D.os line Units P 340C Dwelling. Itgttex; triplex oc foutptce or townhouse up to four attached units. P ts.sie 34013 Dwain , tourtDhouses to4auachedunits P 340E Dwelling-Mutti•famity P 2t.1Ae P. 21.une 3411E: Duelling — Multi -family emits above office and retail uses • i'I tt 1w P I..Slae tt P ►,Sri C• 221. C. XI. 340G DitC11utgMut—'CransitOriented Development ` C .,_ 34011 Dwelling-- Senior litirett housing *sec purpose section of chapter. uses sections, and development standards P aotae P Wee • P 64rae P Way P CAWnovae C• • C' 100fac IA* tip to iS utt@s *:x win 'ores IS 3401 Duelling unit -.Accessory• A A A A A A A A A rktmelasaaa1 txdirrto skim 350A 35013. ElectricatSubstation --Distribution C C: C- C C . C C C C C C C C C C P klccttical Sub tan- 7'tarwttission/Sruitidut u i! . `ti tJ •360A Electric vctriote.ClitAinirStation ..Lcvd.D and Level 2 A A A P. P P P P P P e P' p P P• P P. 36013 Electric vehicle Cbargi ig•Statian—LeVe;3; boite lee ccttangc #uttons, and rapid charging Stat orZs. (TMC 18,541140) A' . A A A A A P P P' !! P P P P' P..-1' P • 370 Essential public faculties; except those uses listed separately in any of •U the other zones U U tt . 1J 13 UtJ U U 3ti0 isYt ndcd-slay hotcVmotcl P • ri P P P !' !' P P P *Impel 4 Ilea 390 Fainting and than-tetana) activities p P 4t10 Financial, banking., trhortge, other services P P P P P P P P P 4� P P 410 • Hire &Pollee Stations C. C C C C C' C C C C C C C C C` C D' rC 420 t ix•it, turbo or television repair slops/rental strops .. --- P P P P P P P P P r... P a if roams a ar 2s400e N89'56'07"W 20 00' --r LOT1 • SA n}D/ cry o iJa oo 20.00'—, 2.49' W E s SCALE: 1" = 20' t N89Q;49'06"W' •J6.1 dam• g 0 z S89'50'38"E 4.48'tj 48) N0015'28"W 75.00' DETAIL: N89'56'07"W PRIVATE EASEMENT FOR ACCESS, DRAINAGE, UTILITIES AND EMERGENCY TURNAROUND LOT2 DRAINAGE Soils are sandy loam and suitable for on -site infiltration. The existing residence and its parking pad are infiltrated using an existing standard drywell for the residence. The access driveway in the 20 foot easement infiltrates with an installed standard trench with catch basins, and the on -site existing common paved turnaround pavement infiltrates with its own trench and catch basin. The new residence and its parking pad will be infiltrated via sized drywell similar to the existing residence's system. TECHNICAL INFORMATION REPORT (TIR): No TIR is prepared for this short plat, There is no drainage construction required for this short plat. All common access driveways have in place completed infiltration systems. As mentioned above under the DRAINAGE. discussion, the only drainage associated with this short plat is that for the future single family residence and its parking pad. Per the installed drywell for the existing residence (design prepared by this office), the drainage for the future new building feasible using a similar drainage system. The specifics of that future system will be determined and presented for formal plan review as part of that Residential Permit, when the new residence site layout is determined and accurate infiltration sizing calculations can be• done. The 0 and M document for that system will also be prepared at that time. 7x «- z 9� u,(3‘' co O(t) tP f L TI 7,20 sf t EMIL w �.r ■rr minoga Tahsrr rizgo litalnie limn 6.. Vila 0 rexisting wood fence 19'56'07"E 55.00' 80.00' `f-1" / — '"rBSBL 80.00f S89'56' 07" existing wood fence Xa /" (4,4' ,RYA' h'. ). N011d3DX3 100.E 96 1SV3 3141. z 0 00 I 0. t i sTiewees �Z rat 0 z xm z ©cci) -< m rn t� m O Nam'[ O Q a� vD 0 0 N 0 0m rnu) o oz (0 0 Ionia t►0[�-t,or.... *;Il'fi tiV Iui : 'r its r ■ f� l'= 'd ttlatlttt� tt� .r iw t�ttltllt � i� ralt at_ tir,rr .00' £X, ?WA- .'h)'t F New Private 15" easement c --1 r1 to 20.00' for Sanitary Sewer . ' Z 1,AAN„e` zof f, kc �2Q r�k �o2Os op 4 X7. 0 001 J o3,5 n 0 0 ZONING: Low Density Residential 6.7 ©welling Units per Acre Minimum Lot Size 0,500Esf LOT AREAS: ORIGINAL_ LOT LOT I LOT2 15.6' 20' Easement for Sanitary Sewer Line RecordingAo. 5836492. i0 0 0 v1 N CO m , .e' ..c-ZW F/ f' L /1/E" 15.9' ,t sep, gt, 1 ; Zi9J(/ 4Z I1.)007 3 0 rz ex, fire hydrant N89'55'11 "W 20 o . 10 �► 13,950 sf 7,200 sf 6,750 sf LEGEND Concrete Monument in Case Tack in Lead or Nail & Disk O Set rebar w/cap #23604 Hydrant o existing wood fence o —existing chain link • fence GRAPHIC SCALE 20 80 EARTHWORK VOLUMES: For Short Plat - Cut 0 cy Fill 0 cy Total 0 cy • For Future Res. - Cut 10 cy Fill 10 cy Total 20 cy (Minimal) SCOPE OF REQUIRED COMMON CONSTRUCTED IMPROVEMENTS FOR SHORT PLAT APPROVAL • All required common improvements were constructed or installed during the construction of the new residence on the east side of the parcel. The common access driveway and on -site turnaround are in place, including their drainage. All underground utilities for the future second residence are in place, including sewer line, water service line, gas and all wired utilities, As a result of this, there are no required common use required site improvements related to this short plat action. PROPERTY SURVEY NOTE: See Property Survey prepared by Schroeter Surveying. Survey date - 12/20/13 and Preliminary Short Plat Map by Schroeter Surveying Prepared .. 2/15/16 .62 r --alfo ` k'c' R e , i 206-898.6775 5 a.: i-- 1.14 111 2 a. 2 5 0 u-5 n w CiJ 4'N: 734660-0128 w r•amt. 0 w Et 0 0 0 > w 00 c z m 0 ti 00 (1) w oo 2 CC 0 0 0 oo w 1— Q Q So. 1,3507 S/ 'ee t ( IN FEET ) 1 inch = 20 ft.